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BATCH - Supplemental - 0104 Bowdoin Street
CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report updated: January 31, 2014 SD_13_39_104BowdoinSt_SuperTemp_prelim_final Application received: November 15, 2013 104 BOWDOIN STREET PRELIMINARY & FINAL PLAT APPLICATION #SD-13-39 #2 Applicant/Owner Super -Temp Wire & Cable c/o Peter Kenny 133 Elm Street Winooski, VT 05404 Date: January 7, 2014; February 4, 2014 Engineer/Contact Property Information Dave Marshall, P.E. Tax Parcel ID 0257-00104 Civil Engineering Associates Hinesburg Road North View Protection overlay District PO Box 485 Airport Approach Cone Shelburne, VT 05482 3.29 acres Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD_13_39_104BowdoinSt_SuperTemp_prelim_finaIpre lim_finaI PROJECT DESCRIPTION Super -Temp Wire & Cable, hereafter referred to as the applicant, seeks preliminary and final plan review for a planned unit development consisting of a 27,500 sq. ft. manufacturing facility, 104 Bowdoin Street. A sketch plan hearing for this project was held by the DRB on September 17, 2013. We also note that a similar, larger project on this property has been approved more than once in the past. COMMENTS Administrative Officer Ray Belair, Director of Planning & Zoning Paul Conner, and Planner Temporary Assignment Lee Krohn, AICP, referred to herein as Staff, had reviewed the original plans submitted on November 15, 2013, and had the following comments. Please note that in response to issues raised at the first hearing, the applicant has submitted revised information and plans. As described in a cover letter from David Marshall dated January 24, 2014, these include architectural modifications and an updated utility plan which now includes the fire hydrant requested by the Fire Chief. You will find these updated documents in your packet. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required Proposed Min. Lot Size 3 acres 3.29 acres Max. Density n/a n/a Max. Building Coverage 30% 19.2 Max. Overall Coverage 50% 42 % Min. Front Setback 50 ft. —225 ft. Min. Side Setback 35 ft. —37 ft. Min. Rear Setback 50 ft. —115 ft. ** Max. Building Height 35 ft. 26.6/ 42.5 ft** Front Yard Coverage 30% 11.1% zoning compliance n/a no residential units proposed ** The proposed height of the flat roof building reaches 42.5 feet at its highest point. Therefore the applicant is requesting a waiver of 7.5 feet from the normal limit of 35' for a flat roofed building. Staff supports this waiver so long as it does not interfere with the goals of the Airport Approach Boundary area. In prior applications concerning this property, the applicant has submitted a request to the FAA/Burlington International Airport to address this issue. CITY OF SOUTH BURLIN( ION 3 ( DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD_13_39_104BowdoinSt_SuperTemp_preIim_finaIpre lim_finaI SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: (A)(1) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The entire Meadowland Business Park has been preliminarily approved for water allocation. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The original subdivision received a 51,272 gallon per day preliminary sewer allocation which is still in effect. 1. The applicant shall obtain a final wastewater allocation for the subject property prior to issuance of a zoning permit. (A)(2) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 2. The proposed project shall adhere to standards for erosion control in Section 16.03 of the LDRs. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the LDRs. (A)(3) The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this property is proposed via a 25' wide drive from Bowdoin Street. This exceeds the minimum requirement for an entry drive and therefore conforms. Condition #3c of the September 10, 1996 subdivision approval for the business park required that "prior to site plan approval for each lot, the signal warrant analysis shall be updated. When the signal is shown to be warranted at Rte 116/Swift Street Extension, applicant shall install signal at specifications approved by the City." (Swift Street Extension is now known as Meadowland Drive). The applicant had submitted a traffic study dated July 9, 2013 prepared by Lamoureux & Dickinson assuming a 35,000 SF manufacturing facility. The report concludes that the project would generate 26 PM Peak Hour Trip Ends. The analysis also states that acceptable levels of service at the intersection of Hinesburg Road-Meadowland Drive- Rye Street D would be maintained and that the peak hour volume warrant for signalizing the intersection would not be met. CITY OF SOUTH BURLING TON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD_13_39_104BowdoinSt_SuperTemp_prelim_finaIpre lim_finaI According to the ITE Trip Generation Manual, 9t" Edition, the current proposed 27,500 square foot manufacturing facility, which is smaller than the 35,000 sq ft facility analyzed in the traffic study, is estimated to generate 20.08 P.M. peak hour trip ends. Staff do not foresee any issues that will create unreasonable congestion of adjacent roads. (A)(4) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The subject property does not appear to contain any wetlands. (A)(5) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 6.04(A) of the Land Development Regulations, the Industrial -Open Space 10 District is established to provide suitable locations for high -quality, large -lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The 10 District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. Staff feels the proposed project is in compliance with the stated purpose of the 10 District. (A)(6) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There is significant open space in the southern portion of the property, so staff feels this requirement is met. (A)(7) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The Fire Chief reviewed the plans and provided the following comments in a letter dated September 9, 2013: "We have reviewed the plans for this proposed project. We had originally reviewed plans for this facility back in 2006. We have updated our review. We have the following concerns and/or recommendations. Commercial structures will need fire protection plan review from the South Burlington Fire Marshal's office to review for compliance with the Vermont Fire and Building Safety Codes. 2. Sprinklers, fire alarms, and standpipes per the VFBSC. 3. Trees, fences and floral outcroppings should be placed so as not to interfere with the CITY OF SOUTH BURL11 i ON 5 ( DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD_13_39_104BowdoinSt—SuperTemp_prelim_finaI pre Iim_finaI deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. 4. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. 5. Provide emergency key boxe(s), location(s) to be specified by SBFD. 6. Based on the proposed size of the building and the set back distance from the road we feel that one new fire hydrant will need to be added." The applicant should comply with the Chiefs comments. Note that the applicant acknowledges items 1— 5 of Chief Brent's comments, and has now also changed the utility plan to include installation of the additional fire hydrant, as requested. This is now resolved. 3. The applicant should adhere to the Fire Chiefs Comments. (A)(8) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. Director of Public Works Justin Rabidoux has no concerns with this application as proposed. The subject property contains a 20' wide recreation path easement which straddles the northern property boundary. 4. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (A)(9) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The subdivision plans for the entire Meadowland Business Park show details on street utilities, lighting, and stormwater management. These have been approved by the City Engineer, so they are acceptable for the proposed project. Director of Public Works Justin Rabidoux has no concerns with this application as proposed. (A)(10) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels this proposal conforms with the South Burlington Comprehensive Plan. 15.18(B) Industrial -Open Space District (B)(1) Open Space and development areas shall be located so as to maximize the aesthetic values of the property in keeping with the Comprehensive Plan goal of preserving and enhancing the open character, natural areas, and scenic views of the Quadrant, while allowing carefully planned development. As noted above, the property contains significant open space in the southern part of the property. The property is also part of a previously -approved subdivision. The building height is below the maximums set forth in the Scenic View Overlay District. 1 CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD_13_39_104BowdoinSt_SuperTemp_prelim_finaIprelim_finaI (8)(2) Open Space and any buffering shall be located in a manner that minimizes impacts on adjacent residential uses, if any. The property does not abut residential areas. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: (A) Relationship of Proposed Development to the City of South Burlington Comprehensive Plan. As noted above, staff feels the project is consistent with the Comprehensive Plan goals for this area. (8)(1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. In a September 121h email from the applicant's representative to staff, the applicant stated: "Based on the historical practices at its existing manufacturing facility in Winooski, the applicant indicated that with its proposed 20% increase in GSF that this application proposes, that this site would require 23 spaces to meet its needs during a shift change. The operational plan is to enable up to 16 employees for each shift." According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the 27,500 square feet of manufacturing and 16 employees per shift would require a total of 30 spaces. The plans depict a total of 23 parking spaces, two (2) of which are handicapped -accessible parking spaces. The applicant is requesting a waiver of seven (7) spaces or 24%. Plan sheet C3.0 shows that if needed, up to 33 parking spaces can actually be constructed on the property. Staff do not foresee the parking waiver being problematic. As noted, and if and when needed, additional parking can be created on site. 5. Staff feels the applicant's request for a waiver of seven (7) parking spaces, or 24% is acceptable. Section 13.01(G) (5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is depicted on the plan. See below for a discussion of structures and heights. (B)(2) Parking shall be located to the rear or sides of buildings. The parking areas are located to the side and rear of the building. CITY OF SOUTH BURLI1 f'ON 7 ( DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD_13_39_104BowdoinSt_SuperTemp_preIim_finaIpre lim_finaI (8)(3) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. Section 3.07(D) of the Land Development Regulations, Height of Structures, reads as follows: D. Waiver of Height Requirements (2) R12, IA, PR, MU, C1-1112, C1-R15 CI -Auto, Cl-Air, Cl-LR, AR, SW, 10, C2, Mixed IC, AIR, and AIR-IND Districts. (a) The Development Review Board may approve a structure with a height in excess of the limitations set forth in Table C-2. For each foot of additional height, all front and rear setbacks shall be increased by one (1) foot and all side yard setbacks shall be increased by one half (1/2) foot. (b) For structures proposed to exceed the maximum height for structures specified in Table C-2 as part of a planned unit development or master plan, the Development Review Board may waive the requirements of this section as long as the general objectives of the applicable zoning district are met. A request for approval of a taller structure shall include the submittal of a plan(s) showing the elevations and architectural design of the structure, pre -construction grade, post -construction grade, and height of the structure. Such plan shall demonstrate that the proposed building will not detract from scenic views from adjacent public roadways and other public rights -of -way. The applicant has submitted revised photo -illustration depicting the proposed building on the landscape, as it would be seen from Hinesburg Road. The applicant has requested a waiver of 7.5 feet (beyond the 35 ft. limit to accommodate the 42.5 height of a single 20' x 125' bay section necessary for special equipment. The height waiver request authority is under (b) above. Note that the application also includes an elevation drawing to depict compliance with height standards. This elevation includes a different window configuration than the illustrations. The applicant confirmed in an email dated 1-31-2014 that this elevation was for intended to only show height compliance, and that the plans would be revised to note this. The proposed project is located in a business park in an area where industrial uses already exist, so Staff feel that the scale of the proposed building is compatible with existing buildings in the area, and the waiver request reasonable. As noted above, the applicant has made changes to the architectural design, in hopes of addressing concerns raised by the Board in the first hearing. 6. The Board should review the applicant's revised elevations and confirm whether the requested height waiver is acceptable. (e)(4) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. CITY OF SOUTH BURLING I ON DEVELOPMENT REVIEW BOARD 8 DEPARTMENT OF PLANNING & ZONING SD_13_39_104BowdoinSt_SuperTemp_preIim_finaIpre Iim_finaI (C)(1)The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted one revised schematic elevation of the proposed building, but little detail. The photo illustration also submitted may help clarify this matter. The Board should confirm that the window elements depicted on the elevation but not the photo illustration are proposed. 7. The Board should confirm that the window elements depicted on the elevation but not the photo illustration are proposed. (C)(2) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has indicated the following in a September 11, 2013 email to staff: "FF [First Floor] = 357.5 + 42.5' = 400.0 above mean sea level (MSL) (NGVD)' for the high bay section. The high bay component is virtually identical to that included in the prior applications submitted to the City. "The property is subject to the Hinesburg Road View Protection Zone and the Airport Approach Cone. Maximum permitted building height is 413.5' above MSL; proposed height, with the 7.5' height waiver sought, is 400' above MSL. Staff feel that the building is consistent with others in the area, and that this criterion is satisfied. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: (A)The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. As the project is in a large lot, industrial area, Staff do not feel that access to adjacent property is necessary. (B)Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (C)AH dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). A screened dumpster is shown on the plan. CITY OF SOUTH BURLINu i"ON 9 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING SD_13_39_104BowdoinSt_SuperTemp_prelim_finaIpre lim_finaI (D)Landscaping and Screening Requirements A landscape plan and schedule, with costs, has been submitted and meets the minimums set forth in the regulations. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. Snow storage areas are shown on the plan. OTHER View Protection Zone The subject property is located within the Hinesburg Road -North Scenic View Protection Overlay District and thus subject to Section 10.03(H) of the LDRs. Specifically, no part of any structure within the zone may exceed an elevation of 393.5 feet above mean sea level, plus 5.8 feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road -North View Protection Zone Base Line shown on the Scenic View Protections Overlay District Map. Based on the location of this building and its distance from the Base Line, the maximum allowable elevation based on the information above is 413.5 feet above sea level. The applicant has indicated the following in a September 11, 2013 email to Staff: "FF [First Floor] = 357.5 + 42.5' = 400.0 above MSL (NGVD)' for the high bay section. The high bay component is virtually identical to that included in the prior applications submitted to the City." The proposed building complies with this provision of the SBLDR. Department of Public Works Comments, stormwater: provided to staff on September 11, 2013: I reviewed the plans for the New Manufacturing Facility located at 104 Bowdoin Street and developed by Civil Engineering Associates dated April, 2006 and last updated on 6/29/07. The plans are labeled sketch plan. I would like to offer the following review comments: 1. If the project will disturb greater than 1 acre of land it will require a construction stormwater permit (3-9020 or individual permit) from the State of Vermont DEC Stormwater Division. 2. If the project will create greater than 1 acre of impervious area it will require a stormwater permit (3-9015 or individual permit) from the State of Vermont DEC Stormwater Division. Also, this lot may be covered under an existing State issued stormwater permit (1-1269). If so, this permit will contain requirements related to management of stormwater runoff. 3. There is a snow storage area indicated to the west of the proposed building. How will snow be plowed to this location without driving on the grass? NOTE: the snow storage area is now at the end of the parking lot at the rear of the building, which addresses this prior concern. 1 1 CITY OF SOUTH BURLING SON 10 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD_13_39_104BowdoinSt_SuperTemp_prelim_finalprelim_final 4. In a future submission the application should provide more information on the pond outlet structure. 5. Where does water flow once it exits the pond outlet structure and DMH#1? Will it flow to CB#36, located on Bowdoin Street? Assuming it does, will the drainage infrastructure under Bowdoin street and downstream to Potash Brook be able to convey runoff from the site during the 25-year, 24-hour storm event without surcharging? 6. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance structures on -site. 7. The final decision should require that final hydrologic modeling be submitted to the Department of Public Works so that this information can be included in the City's watershed model for Potash Brook. At this point, Director of Public Works Justin Rabidoux has no concerns with this application as proposed. Recommendation: If the issues raised in the original Staff comments, along with those raised by the Board in the first hearing are now satisfied, then, then unless anything new arises, it's likely that this case can be concluded and closed on February 4. Respectfully submitted, Paul Conner, Director of Planning & Zoning r b wc� southburlington PLANNING & ZONING Permit #CM 3 (office use only) CONDITIONAL USE / VARIANCE / MISCELLANEOUS APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): ❑✓ Request for a conditional use Request for a variance Other 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #): SUPER -TEMP REALTY COMPANY, INC., 133 ELM STREET, PO BOX 277, WINOOSKI, VT 05404 Phone 655-4211 Fax 655-2613 2) LOCATION OF LAST RECORDED DEED (book & page #) Vol. 755 Pg. 158-160 3) APPLICANT (name, mailing address, phone, fax #) Same as Owner 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 a. Contact e-mail address: dmarshal loo cea-vt.com 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 5) PROJECT STREET ADDRESS: 104 Bowdoin Street 6) TAX PARCEL ID #: 02517-00104 7) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): REQUEST FOR ONSTRUCTION OF 2-5-FOOT HIGH VENT STACK AND TO EXTEND HEIGHT WAIVER WAIVER FROM 7.5 (TO 42.5 FEET FOR ROOF OF BUILDING) TO 11.3 FEET FOR TOP OF MODIFIED EXHAUST STACK (46.3') b. Existing Uses on Property (including description and size of each separate use): Permitted for Light Industrial. c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): Light Industrial d. Total building square footage on property (proposed buildings & existing building to remain): 27,500 e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): SINGLE FLOOR STRUCT. W/ A 26.6' HEIGHT WITH ONE HIGH BAY SECTION W/ A HEIGHT OF 42.5' W/ ROOF STACK TO 46.3' (ELEV 403.8') f. Number of residential Units (if applicable, new units & existing units to remain): L17 g. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): 23 OVER 3 SHIFTS h. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 8) LOT COVERAGE a. Total parcel size: 3.29 Ac or 143,436Sq. Ft. b. Buildings: Existing 19.2 Proposed 19.2 _% / 27500 %/27500 Sq. Ft Sq. Ft. c. Overall impervious coverage (building, parking, outside storage, etc) Existing 42 % / 60191 Sq. Ft. Proposed 42 % / 60191 Sq. Ft. d. Front yard impervious coverage (building, parking, outside storage, etc) Existing 11.1 % / 15921 Sq. Ft. Proposed 11.1 % / Sq. Ft. e. Total area to be disturbed during construction: Sq. Ft. * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a. Building (including interior renovations): $1,987,225 b. Landscaping $ 23,375 c. Other site improvements (please list with cost): Parking Lots and utilities $400,000 10) ESTIMATED TRAFFIC: a. P.M. Peak hour for entire property (in and out): 20.4 11) PEAK HOURS OF OPERATION 7-8 AM to 4-5 PM 12) PEAK DAYS OF OPERATION M-F 13) ESTIMATED PROJECT COMPLETION DATE Spring, 2015 14) PLANS AND FEE Plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of thi application has been submitted and is accurate to the best of my knowledge. .TURF OF APPLICANT VA SIGNATURE OF PROPERTY Do not write below this line v DATE OF SUBMISSION: I have reviewed this application and find it to be: 121KOMPLETE ❑ Incomplete /� k rt- k-er� --" PRINT NAME The applicant or permittee retains the obligation to identi&, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning %01 wl southburfington PLANNING & ZONING AGENDA South Burlington Development Review Board City Hall Conference Room, 575 Dorset Street, South Burlington, VT Tuesday, July 7, 2015 7:00 p.m. 1. Additions, deletions, or changes in order of agenda items. 2. Comments and questions from the public not related to the agenda. 3. Announcements 4. Reopened final plat application #SD' 15-02 of Halvorsen Development to amend a previously approved planned unit development,consisting of: 1) a 9,356 sq. ft. 275 seat standard restaurant, 2) a 71 room hotel (Comfort Suites), and 3) an 89 room hotel. The amendment consists of, 1) razing the 275 seat restaurant building, 2) constructing 11,242 sq. ft. retail building, and 3) constructing a 10' X 55' detached, acce's'sory"structure, 1 Dorset Street. 5. Final plat application#SD-15-19 of South Village Communities, LLC to amend a previously approved planned unit development of Phase, II consisting of 99 residential units of a 334 residential unit project. The amendment is.to reduce the required front yard setback from 10 ft. to five (5) feet, Preserve Road. 6. Final plat application #SD-15-18 of Snyder Residential Building Company, LLC for a planned unit development on two (2) parcels totaling,13.25 acres with lot #1 developed with a 55,230 sq. ft. general office building. The project consists of: 1) resubdividing lot #2 to increase its size to 10.12 acres, 2) decreasing the size of lot #1 to 3.13 acres, and 3) developing lot #1 with a four (4) story 65 unit multi -family dwelling, 25 & 27 Green Mountain Drive. 7. Site plan application 41114514ft conditional use application #CU-15-03 of Super -Temp Realty Company, Inc. for after -the -fact approval to amend a previously approved plan for a 27,500 sq. ft. light manufacturing facility. The amendment consists of installing a 2.5 ft. vent stack requiring a height waiver, 104 Bowdoin Street. 8. Site plan application #SP-15-36 of Arlo Cota to amend a previously approved plan for an 11,074 sq. ft. boat, recreational vehicle and auto sales and service facility. The amendment consists of: 1) removing a large tree in the front yard, 2) adding four (4) light poles, and 3) filling in a stormwater pond and constructing a new dry detention swale in front of auto display area, 3017 Williston Road. 9. Minutes of March 4, 2014, & June 16, 2015. 10. Other business. Respectfully Submitted, Raymond J. Belair Administrative Officer Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. South Burlington Development Review Board Meeting Participation Guidelines The Development Review Board (DRB) presents these guidelines for the public attending Development Review Board meetings to insure that everyone has a chance to speak and that meetings proceed smoothly. The DRB is a Quasi -Judicial Board that oversees the approval of development projects within the City. It is made up of citizens appointed by the City Council. The role of the DRB is to hear and review applications for development under the applicable regulations. The DRB can only approve applications that comply with the applicable bylaw or state law, and the board can only levy conditions that are permitted under the bylaw. By the same token, if a project meets the applicable bylaw criteria, the DRB is bound by law to grant the approval. 1. The Board asks that all participants at meetings be respectful of Board members, staff, applicants and other members of the public present at the meeting. 2. Initial discussion on an agenda item will generally be conducted by the Board and the applicant. As this is our opportunity to engage with the subject, we would like to hear from all Board members first. After the Board members have discussed an item, the Chair will open up the floor for public comment. Please raise your hand to be recognized to speak and the Chair will try to call on each participant in sequence. 3. Once recognized by the Chair, please identify yourself to the Board. 4. If the Board suggests time limits, please respect them. Time limits will be used when they can aid in making sure everyone is heard and, sufficient time is available for Board to hear all items on the agenda. 5. Side conversations between audience members should be kept to an absolute minimum. The hallway outside the Community Room is available should people wish to chat more fully. 6. Please address the Chair. Please do not address other audience members or staff or presenters and please do not interrupt others when they are speaking, ,The Chair will direct responses from applicable people as needed. 7. Make every effort not to repeat the,points made by others and keep your comments germane to the issue before the board. 8. The Chair will make reasonable efforts to allow everyone who is interested in participating to speak once before speakers address the Board for a second time. 9. Comments may be submitted before or during the course of a single or multi -meeting public hearing to the Planning and Zoning Department. All comments should identify what application the correspondence is in reference to. All written comments will be circulated to the DRB and kept as part of the official records of meetings. Comments must include your first and last name and a contact (e-mail, phone, address) to be included in the record. 10. Please note that once a public hearing has been closed by the DRB, no further comments can be accepted, in accordance with state law. TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning F southburlin ton PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday July 7, 2015 at 7:00 P.M. to consider the following: 1. Reopened final plat application #SD-15-02 of Halvorsen Development to amend a previously approved planned unit development consisting of: 1) a 9,356 sq. ft. 275 seat standard restaurant, 2) a 71 room hotel (Comfort Suites), and 3) an 89 room hotel. The amendment consists of; 1) razing the 275 seat restaurant building, 2) constructing 11,242 sq. ft. retail building, and 3) constructing a 10' X 55' detached accessory structure, 1 Dorset Street. 2. Final plat application #SD-15-18 of Snyder Residential Building Company, LLC for a planned unit development on two (2) parcels totaling 13.25 acres with lot #1 developed with a 55,230 sq. ft. general office building. The project consists of: 1) resubdividing lot #2 to increase its size to 10.12 acres, 2) decreasing the size of lot #1 to 3.13 acres, and 3) developing lot #1 with a four (4) story 65 unit multi -family dwelling, 25 & 27 Green Mountain Drive. Conditional use application #CU-15-03 of Super -Temp Realty Company, Inc. for after -the -fact approval to amend a previously approved plan for a 27,500 sq. ft. light manufacturing facility. The amendment consists of installing a 2.5 ft. vent stack requiring a height waiver, 104 Bowdoin Street. 4. Final plat application #SD-15-19 of South Village Communities, LLC to amend a previously approved planned unit development of Phase II consisting of 99 residential units of a 334 residential unit project. The amendment is to reduce the required front yard setback from 10 ft. to five (5) feet, Preserve Road. Tim Barritt, Chair South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. June 18, 2015 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4107 www.sburl.com southburfill�to�. PLANNING & ZONING June 18, 2015 Re: #SP-15-37 & #CU-15-03 — 104 Bowdoin Street Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sinc ely ay a ndd J. Belair Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 6775 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 19th day of June , 20 15, a copy of the foregoing public notice for Supee-Temp Real [type of application] # CU-15-03 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) GPT Properties Trust 9 Galen St., Suite 240, Watertown, MA 02472 Northeast Territories, Inc. 20 South Crest Drive, Burlington, VT 05401 Super -Temp Realty Co. 133 Elm St., Winooski, VT 05404 Scott & Stephen Ireland PO Box 2286, South Burlington, VT 05407 Burlington Properties, Ltd. c/o Dan Kalman PO Box 9210, So. Burlington, VT 05403 Dated at So. Burling[town/city], Vermont, this 19th day of June , 2015 Printed Name: Amy T. Marks Phone number and email: 802-864-2323 x301 amy@cea-vt.com Signature: Date: Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 at years: Highway/ Fire Department, mce, Police Depart- .ecreation and Parks, ion Paths, Road and Ik Improvements, ,tration, City Center, )werAntenna, Sewer, rmwater, )posed Capital Im- ent Program amend - Till be available for June 18, 2015 online )url,cam) and in the 1 in the Clerk's.Offtce corset Street, South :on,Ar -moat. rak, Chair 2015 OSSWORD OLUTION SUDOW OLUTION 6 5 2 3 4 8 1 7 3 PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development ReviewBoardwill hold apublic. hearing" in the South Burlington. City Hall Conference Room, 575, Dorset Street, South Burlington, Vermont on Tuesday July 7, 2015 at 7,00 P.M, to consider the following, Reopened final plat application #SD-15-02 of Halvorsen Develop- ment to amend a previously approved planned unit development consisting of: 1) a 9,356 sq. ft. 275 seat standard restaurant, 2) a 71 room hotel (Comfort Suites), and3) an 89 room hotel. The amend- ment consists of; 1) razing the 275 seat restaurant building, 2) constructing 11,242 sq_ ft, retail building, and 3) constructing a 10,_ X 55' detached accessory structure, I Dorset Street. Final plat application #SD-15-18 of Snyder Residential Building Company, LLC for a planned unit development on two (2) parcels totaling 13.25 acres with lot #1 developed with a 55,230 sq. ft, gen- eral office building. The project consists of. 1) resubdividing lot #2 to increase its size to 10.12 acres, 2) decreasing the size of lot #1 to 3.13 acres, and 3) developing lot #1 with: a four (4) story 65 unit Multi -family dwelling, 25 & 27 Green Mountain. Drive. Conditional -use application #CU-I5-03 of Super -Temp. Realty Company, Inc. for after -the -fact approval to amend a previously approved plan for a 27,500 sq. ft. light manufacturing facility. The arriendment consists of installing a 2.5 ft. vent stack requiring a height waiver,104 Bowdoin Street: Finalplat application #SD-15-19 of SouthVillage Communities, LLC to amend apreviously approved plannedunit development ofPbase II consisting of 99 residential units of a 334 residential unit project, The amendment is to reduce the required front yard setback from 10 ft, to five (5) feet, Preserve Road, Tim Barritt, Chair South Burlington Development Review Board,,,,, Copies of the applications are available for ptiblic inspection at the South Burlington City Hall. PartJeipation in the local proceeding is a prerequisite to the right to take any subsequent appeal. June 18, 2015 ana replacement of aging voting equipment, most current equip- ment having been paid for with federal money through HAVA; in some instances, parts are no longer even available; who will pay, and for what "generation" of voting systems? comcast.net; mtownsenw-ieg. state.vt.us, by phone (802-862- 7404), or at my home (232 Patchen Road), or at Trader Duke's (Satur- day mornings from 8:30 to 9:30 a.m.), or wherever we cross paths. 61 - - Planning Commission Synopsis CONTINUED FROM PAGE 6 regarding conflicting language as it related to density. For the Central District, commissioners discussed Strategy #90 related to a public green or square on Market Street. Staffrecommended incorporating criteria from a pre- vious discussion. Commission discussed two Energy Committee recommendations, one being a broad statement recommenda- tion and the other regarding solid waste management. Staff also included Strategy #16 in regards to the branding identity project. Report on Sustainable Agricul- ture Subcommittee tasks, Jessica Louisos & Sophie Quest; Com- mission discussion and possible recommendations Before this meeting, Louisos and Quest went through the Staff Review Committee matrix with all the tasks from various committees and honed in on the Sustainable Agriculture sub- committee tasks. Louisos and Quest presented the tasks they felt would be best charged by the planning commission (marked with LoWsos' name). The remain- ing tasks will be left up to the city council. Councilor Tom Chitten- den reminded the commission of otherpapervt.com the city council's concerns shared at the May joint meeting regard- ing the subcommittee's future. Louisos said these steps will help define the subcommittee's tasks and bring it -closer to fully wrap- ping up its work and disbanding. Other Business Conner reminded commissioners whose terms are finishing up to reapply soon. Minutes Gagnon moved to approve the minutes of May 26, Quest second- ed, and the vote was unanimously in favor. Meeting adjourned at 9:30 p.m. Members present: Chair Jessica Louisos, Clerk Gretchen Calcagni, Ted Riehle, Barbara Benton, So- phie Quest, and Bernie Gagnon Staff present: Director of Planning and Zoning Paul Conner and City Planner Cathyann LaRose Others present: Councilor Tom Chittenden, Jennifer Koch, John Simson, Rosanne Greco, Sarah Dopp, and Tyler Barnes 4_, CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 15th day of June , 20 15, a copy of the foregoing public notice for Super -Temp Real [type of application] # CU-15-03 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) GPT Properties Trust 9 Galen St, Suite 240, Watertown, MA 02472 Northeast Territories, Inc. 20 South Crest Drive, Burlington, VT 05401 Super -Temp Realty Comp. 133 Elm Street, Winooski, VT 05404 Scott & Stephen Ireland PO Box 2286, South Burlington, VT 05407 Burlington Properties, Ltd. c/o Dan Kalman, PO Box 9210, So. Burlington, VT, 054W Dated at So. Burling[town/city], Vermont, this 15th day of June , 2015 Printed Name: Amy T. Marks Phone number and email: 802-864-232 301 amy@cea-vt.com Signature: r-olnZ Date: June Id 2015 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 k AM southburlington PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday July 7, 2015 at 7:00 P.M. to consider the following: 1. Reopened final plat application #SD-15-02 of Halvorsen Development to amend a previously approved planned unit development consisting of: 1) a 9,356 sq. ft. 275 seat standard restaurant, 2) a 71 room hotel (Comfort Suites), and 3) an 89 room hotel. The amendment consists of; 1) razing the 275 seat restaurant building, 2) constructing 11,242 sq. ft. retail building, and 3) constructing a 10' X 55' detached accessory structure, 1 Dorset Street. 2. Final plat application #SD-15-18 of Snyder Residential Building Company, LLC for a planned unit development on two (2) parcels totaling 13.25 acres with lot #1 developed with a 55,230 sq. ft. general office building. The project consists of: 1) resubdividing lot #2 to increase its size to 10.12 acres, 2) decreasing the size of lot #1 to 3.13 acres, and 3) developing lot #1 with a four (4) story 65 unit multi -family dwelling, 25 & 27 Green Mountain Drive. 3. Conditional use application #CU-15-03 of Super -Temp Realty Company, Inc. for after -the -fact approval to amend a previously approved plan for a 27,500 sq. ft. light manufacturing facility. The amendment consists of installing a 2.5 ft. vent stack requiring a height waiver, 104 Bowdoin Street. 4. Final plat application #SD-15-19 of South Village Communities, LLC to amend a previously approved planned unit development of Phase II consisting of 99 residential units of a 334 residential unit project. The amendment is to reduce the required front yard setback from 10 ft. to five (5) feet, Preserve Road. Tim Barritt, Chair South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. June 18, 2015 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning 0 I-W, southburlington PLANNING & ZONING Permit Number SP- / (office use only) APPLICATION FOR SITE PLAN REVIEW ❑ Administrative X Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax ft Super -Temp Realty Company, Inc., 133 Elm Street, PO Box 277 Winooski VT 05404. Phone #6554211 Fax #655-2613 2. LOCATION OF LAST RECORDED DEED(S) (Book and page ft Vo1.755 Pa. 158-160 3. APPLICANT (Name, mailing address, phone and fax #): Super -Temp Realty Company, Inc., 133 Elm Street, PO Box 277, Winooski, VT 05404 Phone 655-4211 Fax 655-2613 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax: David S. Marshall, Civil Engineering eerina Associates Inc. 10 Mansfield View Lane, South Burlington, VT 05403. Ph 864-2323 x 310 F 864-2271 4a. CONTACT EMAIL ADDRESS: dmarshallAcea-vt.com 5. PROJECT STREET ADDRESS: 104 Bowdoin Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 02517-00104 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Modification of 27,500 sf light manufacturing include construction of 3.75 foot high vent stack and to extend height waiver from 7.5 (to 42.5 feet for roof of building and Elevation 400.0) to 11.3 feet for top of modified exhaust stack (Elev 403.8). 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Light manufacturing facility d. Total building square footage on property (proposed buildings and existing buildings to remain): 0 sf existing, 27,500 GSF for all uses in building. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Single floor structure with a 26.6' height and one 20' x 125' high bay section with a height of 42.5'. f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees (existing and proposed, note office versus non -office employees): Super -Temp Wire & Cable's current workforce is as follows: 1" shift 7am-3pm 6 people 2nd shift 3pm-1 1pm 6 people 3rd shift 1 1pm-lam 5 people Office 8:30am-5pm 6 people The new facilfty is designed to provide the capability for an increase in business of approximately 40%. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The parcel is subject to the Hinesburg Road view protection zone (max allowable building elevation = 413.5, proposed height of building=400) and the airport approach cone. 8. LOT COVERAGE Total Parcel Size: 3.29 Acres 143,436 Sq. Ft. a. Building: Existing 0 % / 0 sq. ft. Proposed 19.2 % / 27,500 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 0.8 % / 0.8 sq. ft. Proposed 42.2_ % / _ 60,555 _sq. ft. c. Front yard (along each street) Existing 8.00 % / 11,474 sq. ft. Site Plan Application Form. Rev. 12-2011 Proposed 11.1 % / 15,921 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 3.2 Acres or 140,000 sq ft.* * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 1,987,225 b. Landscaping: $ 23,375 c. Other site improvements (please list with cost): Parking lots and utilities $400,000. 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 20.4 VPH (weekday) 11. PEAK HOURS OF OPERATION: 7-8am, 4-5pm 12. PEAK DAYS OF OPERATION: Monday -Friday 13. ESTIMATED PROJECT COMPLETION DATE: 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. C b NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. Site Plan Application Form. Rev. 12-2011 -2 ��� J-L, '' \ SIIENATURE OF APPLICANT TY OWNER Do not write below this line NAME DATE OF SUBMISSION: REVIEW AUTHORITY: LJ Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: 0 Complete ❑ mpl tee �djffi Offi er ate The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 CIVIL El GUNEERII Ir ASN'SJC PIVEZO. INC., 10 Mansfield View Lane South Burlington, VT 05403 May 27, 2015 Mr. Ray Belair, Zoning Administrator City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: maiNkea-vt.com Re: Super -Temp Wire & Cable Light Manufacturing Facility 104 Bowdoin Street, Lot 6 Meadowland Business Park Preliminary/Final PUD Amendment Application & CU Application for Height Waiver Dear Mr. Belai,r: Super -Temp Realty, LLC is seeking Condition Use and PUD preliminary and final plan approval for a proposed extension of the existing height waiver to facilitate the installation of a vent stack. The State of Vermont Air Pollution Permit for the project required the installation of a roof stack extending six (6) feet above the roof. During final installation and as part of the municipal review of the constructed conditions, it was determined that there were no accommodations made for a vent stack above and beyond the height waiver provided by the DRB for the extended portion of the building. As a means of reducing the required stack height, the applicant ahs worked with the State of Vermont Air Pollution Division to acquire a waiver of the full six (6) foot standard in favor of the use of a shorter mushroom type vent. The permitted building is a single floor structure with a 26.6' height and one 20' x 125' high bay section with a height of 42.5' where a 7.5 foot height was issued by the City (to elevation 400.0). This application seeks to extend the height waiver an additional 3.75 feet to 11.3 feet (elevation 403.8). It should be noted that unlike the review process for the original building height waiver which required under Section 3.07(2)(b) Height of Structures that the applicant must demonstrate that the proposed building will not detract from scenic views from adjacent public roadways and other public rights -of -way, Rooftop Apparatus (Section 3.07 (2)(c)) may be approved by the Development Review Board as a conditional use subject to the provisions of Article 14, Conditional Uses. Such structures do not need to comply with the aesthetic provisions of subsection and (b). Mr. Ray Belair Page 2 of 4 May 27, 2015 Zoning - The property is wholly located within the Industrial Open Space (10) district. The site is constrained by the Hinesburg East View Protection Zone where: Maximum structure height = 413.5 per the HEVPZ Maximum permitted heights = 357.5 FF + 42.5' = 400.0' Proposed maximum Stack height = 400.0 FF + 3.8' = 403.8' The airport approach cone overlay district also encumbers the air space of this property. This completes our summary of the proposed features of the project. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully,,.. David S. Marshall, P.E. Project Engineer Enclosures: Six (6) Sets Full Size Plans (bldg. elevations w/ stack) One 11" x 17" Reduced Size Plan Preliminary and Final Plat Application Forms Conditional Use Application Form Conditional Use Review Standards and Responses List of Abutters Site View Illustrations, Before and After CD of plans and documents Application Fee of $425.50 Base Fee $275 x 1.5 (after the fact) = $412.50 + $13 filing fee = $425.50 cc: (all w/ enclosures, 11 x17 plans); R. Miller, D. Cameron, CEA File 06113.05 P:WutoCADD Projects\2006\06113\1 - Permitting 2013\1-Local Applications\Stack\Belair Cover.doc Condition Use Review Standards General Review Standards. The Development Review Board shall review the proposed conditional use for compliance with all applicable standards as contained in these regulations. The proposed conditional use shall not result in an undue adverse effect on any of the following: The applicant's response to each review criterion is based upon the proposed inclusion of the 3.8' high stack extending above the top of the roof line. (1) The capacity of existing or planned community facilities. The proposed vent stack will not occupy any additional horizontal space. The vertical component does not extend into the Hinesburg Road View Protection Zone (it is approximately 10 feet below the regulatory elevation) and is well below the airport approach cone envelope. (2) The character of the area affected, as defined by the purpose or purposes of the zoning district within which the project is located, and specifically stated policies and standards of the municipal plan. The purpose of the "...The Industrial -Open Space 10 District is established to provide suitable locations for high -quality, large -lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The 10 District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. Any uses not expressly permitted are prohibited, except those which are allowed as conditional uses. The proposed inclusion of the stack supports the goals outline din the first half of the purpose statement while the information in subcriterion (1) above demonstrates that it lies outside (below) the jurisdictional limits of the view protection zone and the airport approach cone envelope. (3) Traffic on roads and highways in the vicinity. The inclusion of the stack on the building roof line will not impact traffic levels in the area. (4) Bylaws and ordinances then in effect. The proposed vent stack has been designed to afford the minimum extension above the roof (less than the State of Vermont's originally required 6- foot value) in an effort to minimize aesthetic impacts while complying with all remaining standards set forth in the 14 others City ordinances (all appear not to regulate air quality associated with manufacturing processes) and the Land Development Regulations where the Section 3.13 General Performance and Maintenance Standards call for each project to "....(1) Reduce to a reasonable minimum the dissemination of smoke, gas, dust, odor, or other atmospheric pollutant outside the structure or beyond the property boundaries in which the use is conducted. The inclusion of the stack enables the manufacturing facility to comply with this standard. (5) Utilization of renewable energy resources. With the placement of the stack close to the edge of the roof line, it was not unnecessarily reduced the potential for the efficient placement of solar panels on the roof top. Supter-Temp Reality Company Inc. 104 Bowdoin Street - Lot 6 - Adjoiners List 65 BOWDOIN STREET 66 BOWDOIN STREET 104 BOWDOIN STREET 630 HINESBURG RD 85 MEADOWLAND DR GPT PROPERTIES TRUST NORTHEAST TERRITORIES INC SUPER -TEMP REALTY COMPANY INC IRELAND SCOTT D & STEPHEN D BURLINGTON PROPERTIES, LTD C/O DAN KALMAN 9 GALEN ST SUITE 240 WATERTOWN MA 02472 0257-00065 20 SOUTH CREST DR BURLINGTON VT 05401 0257-00066 133 ELM STREET WINOOSKI VT 05404 0257-00104 P O BOX 2286 S BURLINGTON VT 05407 0860-00630 P O BOX 9210 S BURLINGTON VT 05403 0860-01020 bo .......................... - - - - - - - - - - - - I,,\ No Text S-CUBE-141 - Lelt Drive 287/e (733) .2 29Y4 (756) (492) 13/a (44) I ---22 l� (559) Damper Size =16 x 16 (406 x 406) Roof Opening = 18Yz x 18Yz (470 x 470) Windband Thickness = 0.051 (1.3) Motor Cover Thickness = 0 040 (1,0) Curb Cap Thickness = 0.064 (1.6) AApproximate Unit Weight = 84 lb. (38 kg) All dimensions in inches (milometers). "May be greater depending on motor. AWeight shown is largest cataloged Open Drip Proof motor 20 1.5 co 3 a d 300 y 7 y y 1.0 EL 200 d U 0.5 0.00 0 flue it) YA - RPM ---HP jA Density 0 0751btt1' A yA \ o 7- ._ - - \for � V t9\` \ 400 800 1200 1600 2000 2400 2800 3200 cfm 1000 2000 3000 4000 5000 m3/hr Model HP Fan CFM / Static Pressure (Ps) in inches vvg Number (Size) RPM 0 0.125 0.25 0.375 0.5 0.75 1 1.25 1.5 1.75 S-CUBE-141-4 1/4 590 CFM 1069 851 BHP 0.04 0.04 MAXIMUM BHP AT A GIVEN RPM = (RPM/1726)' Sones 5.0 4.5 MAXIMUM RPM = 1725 715 CFM 1295 1130 885 TIP SPEED (Wmin.) = RPM x 3 829 MAXIMUM MOTOR FRAME SIZE = 145T BHP 0.06 0.07 0.07 AVERAGE DISCHARGE VELOCITY (FIRM) = CFM/1.72 Sones 6.0 6.0 5.1 840 CFM 1521 1387 1217 969 BHP 0.10 0.11 0.11 0.11 Sones 7.1 7.3 6.8 6.2 965 CFM 1748 1635 1499 1333 1103 BHP 0.15 0.16 0.17 0.17 0.17 Sones 8.6 8.7 8.5 8.1 7.7 1105 CFM 2001 1906 1793 1667 1515 998 BHP 0.23 0.24 0.25 0.26 0.26 0.23 Sones 10.9 10.8 10.6 10.3 10.0 9.6 S-CUBE-141-3 1/3 1210 CFM 2192 2106 2006 1896 1773 1443 BHP 0.30 0.31 0.32 0.33 0.34 0.34 Sones 12.2 12.2 11.7 11.6 11.2 10.9 S-CUBE-141-5 1/2 1290 CFM 2337 2258 2166 2065 1957 1691 1221 BHP 0.36 0.38 0.39 0.40 0.41 0.42 0.37 Sones 13.2 13.3 12.7 12.6 12.3 12.0 11.3 1390 CFM 2518 2445 2362 2271 2174 1949 1643 BHP 0.45 0.47 0.48 0.50 0.51 0.52 0.51 Sones 14.9 14.7 14.2 13.2 12.9 12.1 11.0 S-CUBE-141-7 3/4 1495 CFM 2708 2640 2565 2483 2396 2202 1967 1617 BHP 0.56 0.58 0.6 0.61 0.62 0.64 0.65 0.61 Sones 17.2 16.5 16.3 15.6 13.9 12.5 12.2 10.8 1595 CFM 2889 2826 2757 2683 2602 2430 2225 1968 1568 BHP 0.69 0.70 0.72 0.74 0.75 0.77 0.79 0.78 0.72 Sones 20 19.0 18.5 19.5 16.1 13.3 12.3 12.6 11.6 S-CUBE-141-10 1 1725 CFM 3125 3066 3005 2936 2865 2711 2539 2339 2085 1704 BHP 0.87 0.88 0.90 0.92 0.94 0.97 0.99 1.00 0.98 0.91 Sones 26 23 22 24 24 15.1 13.4 14.3 13.8 13.8 Performance certified is for installation type A Free inlet, Free outlet, Power rating (BHP) does not include transmission losses. Performance ratings do not include the effects of appurtenances (accessories). The sound ratings shown are loudness values in fan sones at 5 ft. (1.5 m) in a hemispherical free field calculated per AMCA Standard 301. Values shown are for installation type A: Free inlet fan sone levels. The AMCA Certified Ratings Seal applies to sone ratings only. 10 CIA! ASS JCUIVES. IN C., 10 Mansfield View Lane South Burlington, VT 05403 June 2, 2015 Mr. Ray Belair, Zoning Administrator City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: Super -Temp Wire & Cable Light Manufacturing Facility 104 Bowdoin Street, Lot 6 Meadowland Business Park Site Plan Application & CU Application for Height Waiver Dear Mr. Belair: IN In accordance with your request, we have prepared and have attached the Site Plan Application Form and the Conditional Use Application Fee in support of the request or the proposed stack addition to the building. This completes our summary of the supplementary information that you requested. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, David S. Marshall, P.E. Project Engineer Enclosures: Site Plan Application Form Conditional Use Application Fee of $260.50 Base Fee $165 x 1.5 (after the fact) = $247.50 + $13 filing fee = $260.50 cc: (all w/ enclosures, 11 x1 7 plans); R. Miller, D. Cameron, CEA File 06113.05 P:\HutoCADD Projects\2006\06113\1 - Permitting 2013\1-Local Applications\Stack\Belair Cover2.doc �► wo southburliugto �. PLANNING & ZONING May 7, 2015 Re: #SP-15-24 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincerely;-,/ i l f � RaAnd f Belaird Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com e4pon southburhnoon PLANNING & ZONING Permit Number SP- � V (office use on' ) APPLICATION FOR SITE PLAN REVIEW X Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Super -Temp Realty Company, Inc., 133 Elm Street, PO Box 277, Winooski, VT 05404. Phone #655-4211 Fax #655-2613 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol.755 Pg. 158-160 3. APPLICANT (Name, mailing address, phone and fax #): Super -Temp Realty Company, Inc., 133 Elm Street, PO Box 277, Winooski, VT 05404 Phone 655-4211 Fax 655-2613 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax: David S. Marshall, Civil Engineering Associates, Inc., 10 Mansfield View Lane, South Burlington, VT 05403. Ph 864-2323 x 310 F 864-2271 4a. CONTACT EMAIL ADDRESS: dmarshall(i�cea-vt.com 5. PROJECT STREET ADDRESS: 104 Bowdoin Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 02517-00104 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Modification of 27,500 sf light manufacturing_ facility to include two additional doorway landing` on a 3.29 acre parcel. Increase lot coverage from 42.0% to 42.2%. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com I b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Light manufacturing_ facility d. Total building square footage on property (proposed buildings and existing buildings to remain): 0 sf existing, 27,500 GSF for all uses in building e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Single floor structure with a 26.6' height and one 20' x 125' high bay section with a height of 42.5'. f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees (existing and proposed, note office versus non -office employees): Super -Temp Wire & Cable's current workforce is as follows: 1 st shift 7am-3pm 6 people 2nd shift 3pm-11 pm 6 people 3rd shift 1 1pm-lam 5 people Office 8:30am-5pm 6 people The new facilityis designed to provide the capability for an increase in business of approximately40%. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The parcel is subject to the Hinesburg Road view protection zone (max allowable building elevation = 413.5, proposed height of building=400) and the airport approach cone. 8. LOT COVERAGE Total Parcel Size: 3.29 Acres 143,436 Sq. Ft. a. Building: Existing 0 % / 0 sq. ft. Proposed 19.2 % / 27,500 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 0.8 % / 0.8 sq. ft. Proposed 42.2 % / 60,555 sq. ft. c. Front yard (along each street) Existing 8.00 % / 11,474 sq. ft. Proposed 11.1 % / 15,921 sq. ft. Site Plan Application Form. Rev. 12-2011 r d. Total area to be disturbed during construction (sq. ft.) 3.2 Acres or 140,000 sq ft.* * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 1,987,225 b. Landscaping: $ 23,375 c. Other site improvements (please list with cost): Parking lots and utilities $400,000. 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 20.4 VPH (weekday) 11. PEAK HOURS OF OPERATION: 7-8am, 4-5pm 12. PEAK DAYS OF OPERATION: Monday -Friday 13. ESTIMATED PROJECT COMPLETION DATE: 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted. A site plan application fee shall be paid to the City t the time of submitting the site plan application in accordance with the city's fee schedule. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. 'Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. Site Plan Application Form. Rev. 12-2011 S16f,TATURE OF APPLICANT SIGNATURE PROPERTY OWNER T NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: E Complete ❑ Incom le //A&Sinistrative-r0ificer 15ate The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: October 28, 2008 \drb\sub\summer_ice\supertemp\prelim final Application received: October 10, 2008 104 BOWDOIN STREET PRELIMINARY PLAT APPLICATION #SD-08-52 E&l ApplicantlOwner Super -Temp Wire & Cable c/o Peter Kenny 133 Elm Street Winooski, VT 05404 Enpineer/Contact Dave Marshall Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Location Map FINAL PLAT APPLICATION #SD-08-53 Date: November 4, 2008 Property Information Tax Parcel ID 0257-00104 Hinesburg Road North View Protection overlay District Airport Approach Cone 3.29 acres C CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING ldrb\sub\summer ice\supertemp\sketch Super -Temp Wire & Cable, hereafter referred to as the applicant, is seeking preliminary and final plat plan review for a planned unit development consisting of a 35,000 sq. ft. manufacturing facility to be constructed in two phases, phase 1 consisting of 30,000 sq. ft. and phase II consisting of 5,000 sq. ft., 104 Bowdoin Street. The application received preliminary and final plat approval on July 24, 2007 (minutes attached). However, the six month deadline for obtaining a zoning permit has passed and the approval of the site plan portion of the application has expired. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on October 10, 2008 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required Proposed Min. Lot Size 3 acres 3.29 acres �l Max. Density n/a n/a Max. Building Coverage 30% 24.4% Max. Overall Coverage 50% 46.8% Min. Front Setback 50 ft. 180 ft. Min. Side Setback 35 ft. 35 ft. Min. Rear Setback 50 ft. 50 ft. Max. Building Height 35 ft. 30 ft/ 40 ft** Front Yard Coverage 30% 11.5% zoning compliance n/a no residential units proposed ** The proposed height of the flat roof building reaches 40 feet at its highest point. Therefore the applicant is requesting a waiver of 5 feet. Staff supports this waiver so long as it does not interfere with the goals of the Airport Approach Cone. The applicant has submitted a request to the FAA/Burlington International Airport to address this issue. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project I CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The entire Meadowland Business Park has been preliminarily approved for water allocation. However, the applicant shall still submit plans and requests to the South Burlington Water Department for review to ensure compliance with the initial approval. 1. The applicant shall adhere to the comments of the South Burlington Water Department as included in a letter from Jay Nadeau dated May 3, 2006. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The original subdivision received a 51,272 gpd sewer allocation which is still in effect. To date there is 48,380 gpd available. 2. The applicant shall obtain sewer allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted a grading and erosion control plans which will sufficiently prevent soil erosion and runoff from creating adverse conditions on the subject property and adjacent properties. 3. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this property is proposed via a 25' drive from Bowdoin Street. This exceeds the minimum requirement for an entry drive and is therefore in compliance. Staff does not foresee any issues with this proposal that will create unreasonable congestion of adjacent roads. Recently, the Development Review Board approved a project across the street from the subject property. The plans for that lot included the removal of a cul-de-sac and the use of a hammer -head style turn instead. The plans should be revised to reflect this new road design. 4. The plans should be revised to reflect the new road design for Bowdoin Street. According to the ITE Trip Generation Manual, 71h Edition, the 35,000 square feet of manufacturing is estimated to generate 25.90 P.M. peak hour tip ends. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch Calculation #3c of the September 10, 1996 subdivision approval for the business park required that "prior to site plan approval for each lot, the signal warrant analysis shall be updated. When the signal is shown to be warranted at Rte 116/Swift Street Extension, applicant shall install signal at specifications approved by the City." (Swift Street Extension is now known as Meadowland Drive). 5. Prior to issuance of the zoning permit, the applicant shall submit an updated signal warrant analysis for the Route 116/Meadowland Dr. intersection. If a signal is warranted, the applicant shall install the signal prior to the issuance of the Certificate of Occupancy. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The subject property does not appear to contain any wetlands. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 6.04(A) of the Land Development Regulations, the Industrial -Open Space 10 District is established to provide suitable locations for high -quality, large -lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The 10 District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. Staff feels the proposed project is in compliance with the stated purpose of the 10 District, as outlined in the Land Development Regulations. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and(or stream buffer areas. There are significant portions of open space running along the southern portions of the property, so staff feels this requirement is met. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief has reviewed the plans and provided in a memo dated May 31, 2006. 6. The applicant shall adhere to the stipulations of the Fire Chief as per his memo dated May 31, 2006. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. � r CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch The subject property contains a 20' wide recreation path easement which straddles the northern property boundary. The Recreation Path Committee reviewed this easement at a meeting on May 1, 2006. They have not requested any additional stipulations. 7. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The subdivision plans for the entire Meadowland Business Park show details on street utilities, lighting, and stormwater management. These have been approved by the City Engineer, so they are acceptable for the proposed project. A lighting point by point plan for the proposed project has been submitted for this proposal, and meets the requirements in Appendices A.9 and A.10 of the Land Development Regulations. In addition, the applicant has submitted exterior lighting details (cut -sheets) for the proposed lighting on the subject parcel. The proposed lighting fixtures are in compliance with Appendix D of the Land Development Regulations. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed development of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff finds that this criterion is met through the proposed development. Again, the applicant should meet with the Recreation Path Committee. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the 35,000 square feet of manufacturing will require 18 spaces plus one space for each employee. The applicant has stated that there will be as many as 18 employees on the largest shift, for a total of 36 required parking spaces. The plans depict 26 parking spaces. As depicted, this would require a parking waiver of more than 25 percent, exceeding the amount allowed in accordance with the SBLDR. The plans should be revised to depict 27 parking spaces, which would result in a parking CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch waiver of 25 percent. Staff would support this waiver as there will still be nine (9) spaces on the largest shift not being used by employees. 8. The plans should be revised to depict a minimum of 27 panting spaces. 9. The Board grants a parking waiver of twenty-five (25) percent. According to Table 13-7 of the Land Development Regulations, a property with 26-50 parking spaces requires two (2) handicapped -accessible parking spaces. The plans depict two handicapped -accessible spaces. The dimensions of the proposed parking areas appear to meet the requirements in Table 13-8 of the Land Development Regulations. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is depicted on the grading and drainage plan. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The majority of the proposed parking is located to the side of the building. Eight spaces are located in the front of the building. However, as the building fronts on a dead-end street, staff finds the location of parking on this property to be acceptable. Without restricting the permissible limits of the applicable zoning distric4 the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The applicant has submitted a preliminary sketch of the building. However, because the applicant is requesting a height waiver, the applicant has submitted an elevation showing height from pre - construction grade to the various heights of the roof. The proposed project is located in a business park in an area where industrial uses exists, so staff feels the scale of the proposed building is compatible with existing buildings in the area. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted elevations of the proposed building. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch The applicant has submitted elevations of the proposed building In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Because the project is in a large lot, industrial area, staff does not feel access to adjacent properties is necessary. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). A screened dumpster is shown on the grading and drainage plan Landscaping and Screening Requirements Based on the cost projections the applicant has submitted for this property, the minimum landscaping budget shall be $27,500. The budget presented by the applicant exceeds this amount. The applicant has also submitted landscaping plans for the property which have been reviewed by the South Burlington City Arborist. His comments are in a letter dated May 19, 2006 (attached). 10. The plans shall be revised to reflect the changes suggested by the City Arborist. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. Snow storage areas are shown on the grading and drainage plan. View Protection Zone The subject property is located within the Hinesburg Road -North Scenic View Protection Overlay District and thus subject to Section 10.03(H) of the SBLDR. Specifically, no part of any structure within the zone shall exceed an elevation of 393.5 feet above mean sea level plus 5.8 feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road -North View Protection Zone Base Line shown on the Scenic View Protections Overlay CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch District Map. Based on the location of this building and its distance from the Base Line, the maximum allowable elevation based on the information above is 413.5 feet above sea level. The applicant has submitted building elevations as part of the preliminary plat application that clearly shows that the building will not exceed 400.1 feet above sea level. Therefore the proposed building is in compliance with the SBLDR. Other The South Burlington Director of Public works reviewed the previously submitted plans and provided comments in a memorandum dated June 2, 2006 (attached). 11. The applicant shall adhere to the comments of the South Burlington Director of Public Works as per his memo of June 2, 2006. Staff recommends that the South Burlington Development Review Board approve Preliminary Plat application #SD-08-52 and Final Plat application #SD-08-53 subject to the conditional items listed above. Res ectfully submitted, Cathya LaRose, Associate Planner Copy to: Peter Kenny, Super -Temp Wire & Cable David Marshall, Civil Engineering Associates .� ©»2: � .:.� _: � � r ,:� 7 � �. � w y y\�� � m> � . d� ?� \\� \\\±� � «\\ \\ \ � %� ? <., � � � � � \���"�\������\��� /\ \\ <% \ / 6 � \� �� :� /� \� � � � <%, w�¥ . w.v�� C.*� � c�%� � » South Burlington Planning Zoning i New Non -Residential Construction Impact Fees Project Completed by April 1, 2015 LIFOI,V� Project Name & Address 104 Bowdoin Street Property Owner Super -Temp Wire & Cable Effective Date TOTAL IMPACT FEE $27,256.89 Fire Impact Fees: Value of New Construction: Type of Construction Type of Use Fireproofed Steel Skeleton or Reinforced Concrete SF Masonry or Concrete Bearing SF Wood Frame Structure SF Pre -Fab Steel Structure SF Industrial/Manufactu i e 65 56 neineerine & Res arch 88 96 S93 S8 General Offic 23 511 5110 S 0 Medi I ffic 33 5.719 56 General et it 8 S 4 1 54 Auto Ser ice acility S841 1 S811 I S781 Elder Care Fatty 0 S741 Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: Road Impact Fee PM Peak Hour VTEs 1 $1,760,000 $4,400,000 $300,000 $249.00 $2,060,000.00 $0.00 $2,653.20 $2,404.20 20.08 <° South Burlington Planning Zoning New Non -Residential Construction Impact Fees , !d Project Completed by April 1, 2015 Past payments credit: $497.17 Future payments credit: $988.80 OTHER CREDITS: NET ROAD IMPACT FEE $18,591.22 Police Impact Fee Square Feet of New Structure or Addition Base Fee: Square feet of existing structure to be removed Creditable amount Existing Single family homes to be removed Existing 2-3 Family structures to be removed Existing 4+ Family Structures to be removed Creditable Amount Current Grand List Value of Site Past Payments credit: Estimated Post -Construction Value Future payments credit: NET POLICE IMPACT FEE 27500 $6,538.40 0 $0.00 $0.00 300000 $120.00 $1,457,500.00 $276.93 $6,261.48 TABLE PD-7 ESTIMATED POST -DEVELOPMENT VALUES PER SQUARE FOOT OF FLOOR SPACE Type of Use Industrial/ Manufa Engineerin cturing g and Office Medical General (General) Office Retail Auto Service Elderly Motels Care Fireproofed Steel Sketloton or Reinforced Concrete Structure $76 $100 $141 $152 $96 NA $117 NA SF Masonry or Concrete Bearing Wall Structure $56 $79 $110 $129 $81 $62 $96 $85 SF Wood Frame Structure $53 $74 $106 $126 $79 $58 $93 $82 South Burlington Planning Zoning New Non -Residential Construction Impact Fees Ok il I Project Completed by April 1, 2015 EMO SF Pre-FabLSteelructure $53 1$73 $101 $119 $77 $47 $89 $82 SF 27,500 05/16/2014 City of South Burlington Grand1"st Page 1 of 1 09:18 am Parcel Report ray For Parcel: 0257-00104. SUPER -TEMP REALTY COMPANY INC Name SUPER -TEMP REALTY COMPANY INC 133 ELM STREET WINOOSKI VT 05404 Location (A) LOT 6 911 104 BOWDOIN STREET Desc. 3.29 A Codes: (1) (Category) C (Equipment) (Owner) C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 3.29 Real Land Building Equipment Inventory Values: 300,000 300,000 0 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 300,000 Housesite Special Exmp Grand List 0.00 0.00 3,000.00 Misc: Status: T Updated: 06/03/2013 Last sale was: Valid on 07/13/2006 for $330000 recorded on 755/158 Grievance Info: Flag: N Remarks: (1) SPAN: 600-188-17504 10 Mansfield View Lane South Burlington, VT 05403 June 24, 2014 Mr. Ray Belair, Zoning Administrator City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Re: Super -Temp Wire & Cable Light Manufacturing Facility 104 Bowdoin Street, Lot 6 Meadowland Business Park Preliminary/Final PUD Application Dear Mr. Belair: Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com In accordance with the requirements set forth in the Findings of Fact and conditions of approval, we have outlined those remaining items required to be addressed prior to the issuance of a Zoning Permit for the project. We offer the following: 3. The final plat plans shall be revised to show the change below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plan(s) shall be submitted to the Administrative Officer prior to recording the final plat plan: a. The plan shall be revised to indicate that the window elements depicted on the elevation but not on the photo illustration are the ones proposed. The elevations have been revised to include language that the window treatments on that sheet are those approved for use by the City. Not those depicted on the photo simulation not on Sheet C2.1. b. The plans shall be revised to remove the free-standing sign. The proposed free standing sign has been removed from the site plan Sheets C2.0, C3.0 & C4.0. 6. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All of the proposed utilities, except for the transformer and utility pedestals are depicted on the plans to be installed underground. 7. Prior to permit issuance, the applicant shall submit the final hydrologic modeling to the Department of Public Works so this information can be included in the City's watershed model for Potash Brook. The HydroCAD based hydrologic modeling for the site has been copied on to the attached CD. This is the same digital modeling submitted and accepted by the City in support of the issuance of the Zoning Permit for 66 Bowdoin Street (Northeast Territories) as this model includes all of the street pavement and properties on the east side of Bowdoin Street (including 104 Bowdoin Street [Super -Temp] and 46 Bowdoin Street (CBA Office Building). Mr- Ray Belair Page 2 of 2 June 24, 2013 8. Prior to permit issuance, the final set of approved plans shall be submitted to the Administrative Officer in digital PDF format. Attached on the same CD referenced in Item 7, are the plans in PDF format, revised to reflect the requirements set forth in Item 3. 13. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. The applicant currently benefits from a State Wastewater Disposal and Potable water Supply Permit issued in 2006 for the original project. The applicant has received confirmation from the State that the existing permit does not need to be amended to reflect the current program approved by the City. The breakdown of shift staffing outlined in the 11/15/13 Final Plat application cover letter shows a total of 23 equivalent full time day and night shift employees. This equates to a design flow of: 23 Employees x 15 GPD/Employee = 345 GPD Municipal WWTF Credit of 20% = 69 GPD Total Required Flow = 276 GPD 17. The stormwater runoff from the Super -Temp Wire & Cable facility shall be directed to the existing "clean water" ditch (which runs south to north between the proposed stormwater treatment area and the proposed buildings) as a means of eliminating impacts on the existing 18" stormwater conveyance piping on Bowdoin Street. The plans depict the stormwater discharge from the detention basin being directed to the ditch located on the east side and paralleling Bowdoin Street. 19. The final plat plan (sheet C2.0) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Please find attached the final plat plan Sheet C2.0 mylar adjusted to reflect the requirements set forth in Item 3. This completes our summary of the status of the remaining items to be submitted in support of the issuance of a zoning permit. If you should have any questions, please feel free to contact me at 864- 2323 x310. Respectfully, avid S. Marshall, P.E. Project Engineer Enclosures CD with updated plan set and HydroCad Modeling 3 Sets of plans sheets C2.0, C2.1, C3.0, C4.0 and Elevations Mylar of Sheet C2.0 Cc: Dan Cameron, P. Kenney (no enclosures) P:\AutoCADD Projects\2006\06113\3 - Permitting 2013\1-Local Applications\Beloair Cover Letter.doc STATE OF VERMONT AGENCY OF NATURAL RESOURCES OFFICE OF PLANNING AND LEGAL AFFAIRS RE: SUPER TEMP REALTY, LLC ) DISTRICT ENVIRONMENTAL COMMISSION # 4 APPLICATION # 4C 1005-6A February 25, 2014 ENTRY OF APPEARANCE Please enter the appearance of the Agency of Natural Resources ("Agency"), State of Vermont, by and through its staff, Jennifer Mojo, in the above -captioned matter. COMMENTS Criterion I —Waste Disposal Michael Smith of the Agency's Waste Management Prevention Division has reviewed the blasting specifications provided in the application. If the total amount of blasted rock is anticipated to be greater than 5,000 cubic yards (or during blasting exceeds 5,000 cubic yards), please contact Michael Smith (michael.b.smitligstate.vt.us or 802-249-5826) as a water quality monitoring plan will be required. The Agency requests the inclusion of the following conditions to protect groundwater quality and prevent environmental contamination that could occur as a result of blasting: - The project will not utilize explosives and detonators that contain perchlorate. If the Applicant determines it is necessary to use explosives or detonators that contain perchlorate, the Applicant will provide an explanation to the Agency for review and approval prior to using the explosives or detonators. - The project will utilize the attached Best Management Practices for Blasting to Avoid Environmental Contamination as recommended by the Agency's Waste Management Division, where applicable. - If the total amount of rock anticipated to be blasted exceeds 5, 000 twit yards prior to being blasted, the Applicant will submit a water quality monitoring plan to the Agency's Waste Management Prevention Division. 1) Respectfully submitterd, State of Vermont Agency of Natural Resources By. Jehnifer Npjo Regulatory Planning Analyst ANR Office of Planning and Legal Affairs (802)923-6647 l! E-Notification CERTIFICATE OF SERVICE FILE # 4C1005-6A I hereby certify that I, Jennifer Moj o, Regulatory Planning Analyst, for the Agency of Natural Resources Office of Planning and Legal Affairs, sent a copy of the foregoing Agency Comments and Entry of Appearance dated February 25, 2014, regarding File #4C 1005-6A by U.S. mail, postage prepaid, to the individuals without email addresses and by electronic mail to those with email addresses as indicated: Super -Temp Realty/Super-Temp Wire & Cable c/o Peter Kenny 133 Elm Street Winooski, VT 05404 pete@super-temp.com Dave Marshall, PE Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 dmarshall@cea-vt.com Donna Kinville, City Clerk Chair, City Council/Chair, City Planning Commission City of South Burlington 575 Dorset St. South Burlington, VT 05403 Chittenden County Regional Planning Commission 110 West Canal Street, Suite 202 Winooski, VT 05404 rmahony@ccrpcvt.org JeniVifer Mo o, Regulatory Planning Analyst ANR Office of Planning and Legal Affairs Best Management Practices for Blasting to Avoid Environental Contamination Best Management Practices (BMP's) include preparing, reviewing and following an approved blasting plan; proper drilling, explosive handing and loading procedures; observing the entire blasting procedures; evaluating blasting performance; and handling and storage of blasted rock. Note These BMP's are based on Blasting BMP's developed by the state of New Hampshire and the Institute of Makers of Explosives 1. Drilling and Loading practices. The blasting contractor shall utilize the following drilling and loading practices to minimize environmental effects. a) Blasthole boring logs shall be maintained by the driller and communicated directly to the blaster. The logs shall indicate depths and lengths of voids, cavities, and fault zones or other weak zones encountered as well as any groundwater condditions the driller notes (This is not a formal assessemnt of groundwater). b) Blastholes shall be within five (5) degrees of the intended orientation. c) Blastholes shall be drilled within one foot of the intended blast pattern. d) Explosive products shall be managed on -site so that they are either used in the borehole, returned to the delivery vehicle, or placed in secure containers for off -site disposal. e) Unpackaged/unsleeved ANFO and emulsions shall not be used if artesian or water flowing conditions are encountered. f) Loaded explosives shall be detonated as soon as possible and shall not be left in the blastholes overnight unless weather or other safety concerns reasonably dictate that detonation should be postponed. g) Loading equipment shall be cleaned in an area where wastewater can be properly contained and handled in a manner that prevents release of contaminants to the environment. 2. Explosive Selection. The following BMPs shall be followed to reduce the potential for groundwater contamination when explosives are used: a) Explosive products shall be selected that are appropriate for site conditions and safe blast execution. b) Explosive products shall be selected that have the appropriate water resistance for the site conditions present to minimize the potential for hazardous effect of the product upon groundwater. 3. Ammonium Nitrate and Fuel Oil (ANFO). The following BMP's shall be followed to reduce nitrate or other impacts when ANFO is used: a) Identify blastholes containing water and remove water prior to loading with ANFO. b) Water resistant ANFO (ANFO-WR) shall be used in blastholes that recharge with groundwater and remain wet even after pumping. c) ANFO should be handeled in a manner to avoid spills. d) If spills of ANFO or other blasting agents occur at the ground surface around the blasthole collars, these shall be cleaned up promptly and the ANFO either reused or taken off site for approprate handling or disposal. e) Adequate unloaded collar lengths shall be established to reduce both "blowback" when loading pneumatically and blasthole proximity effects. f) Proper "standoff' distance and loading vessel pressure shall be maintained to reduce "blowback" during pneumatically loading ANFO. g) Partially used bags of ANFO shall be resealed and returned to the explosive magazine. h) Loading equipment shall be cleaned in an area where the water can be properly contained and handled in a manner that prevents releases. i) Explosives shall only be delivered to the site in approved magazine trucks and should not be stored overnight on -site unless there is a demonstrated need for an on - site explossives magazine. 4. Bulk emulsions and slurry/watergel explosives. The following BMP's shall be followed to reduce nitrate or other impacts when bulk emulsions or slurry/watergel explosives are used: a) Spills of the product shall be removed from the spillage area, and either reused or taken off site for disposal. b) Proper loading techniques shall be followed when loading a bulk product into a wet blasthole. The bulk liquid product should be extruded into itself from the bottom of the blasthole and not into the standing water above the product. c) If groundwater conditions are severe, e.g., artesian/flowing conditions, packaged explosives (emulsions, watergels, slurries, blends, cartridged, etc.) shall be used instead of bulk products or as required by the Blasting Engineer. 5. Blasthole stemming. The following BMP's shall be followed when placing stemming in blastholes: a) Blastholes shall be cleaned out thoroughly using the compressed air stream from the drill to remove the drill cuttings. b) Drill cuttings shall not be used as stemming. c) Stemming shall be placed to prevent bridging, and shall be appropriately sized for the blasthole diameter. d) Blastholes shall be completely stemmed to prevent incomplete detonation. e) Weak zones, voids, and cavities shall be stemmed as decks to prevent the loss of explosive products into the bedrock. 6. Misfires. One or more of the following BMP's can be followed to help prevent misfires a) Redundant surface delays to connect blastholes if shifting mats, uneven terrain or other conditions could cause cut-offs shall be used. b) Double or triple priming of the blastholes shall be done as applicable depending on the depth of the hole. c) Using electric detonating systems shall be considered. d) Using programmable electronic detonating systems shall be considered. 7) Muck Pile Management. Muck piles (the blasted pieces of rock) and rock piles shall be managed in a manner to reduce the potential for contamination by implementing the following measures: a) Remove the muck pile from the blast area as soon as reasonably possible. b) Manage the interaction of blasted rock piles and storm water to prevent contamination of water supply wells or surface water. r r" southb►u lingtoxl PLANNING & ZONING February 21, 2014 David S. Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington., VT 05403 Re: Preliminary & Final Plat Approval #SD-13-39 — 104 Bowdoin Street Dear Mr. Marshall: Enclosed, please find a copy of the Findings of Fact and Decision of the Development Review Board on the above referenced project, the hearing for which was closed on February 4, 2014 (effective 2/20/14). Please note the conditions of approval, including that the final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to me in time for recording along with a $15 recording fee by August 19, 2014) or this approval is null and void. If you have any questions, please contact me. Sincerely, Raymond 1. Belair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 5891 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com C January 24, 2014 ,AVIL 'l GU � MPUI Ir ASSJCIA � ". 11 Ir. 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: maiNkea-vt.com Mr. Ray Belair, Zoning Administrator City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Re: Super -Temp Wire & Cable Light Manufacturing Facility 104 Bowdoin Street, Lot 6 Meadowland Business Park Preliminary/Final PUD Application Dear Mr. Belair: Based upon the input from the Development Review Board, Super -Temp Realty, LLC has revised the elevations of the proposed building to now include: • Trim components on the structure to bring it more in harmony with the existing buildings within the Meadowland Business Park. • Modified entry way • Introduction of windows into the high by area to break up the mass as a means of enabling this section of the building to appear more like a second floor component. • Elimination of the parapets to increase aesthetics of the components of the structure. • Eliminate the duality of colors which appeared to be drawing the eye toward the high bay area. We have also attached a copy of the updated site utility plan depicting the hydrant the Fire Chief was seeking. This completes our summary of the revisions for the project. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully; David S. Marshall, P.E. Project Engineer Enclosures: Three (3) Sets Full Size Plans (Sheet C4.0 and isometric bldg. elevations) 10 copies of 8.5" x 11" Photo Simulations (existing, proposed, previously proposed) cc: (all w/ enclosures, 11x17 plans); R. Miller, D. Cameron, CEA File 06113.05 P:\AutoCADD Projects\2006\06113\1 - Permitting 2013\1-Local Applications\3-Final\Belair Cover2.doc ray From: Art Klugo Sent: Tuesday, January 07, 2014 4:53 PM To: ray Subject: RE: Super -Temp Wire & Cable Photo Simulation Attachments: image001.gif Ray, Thank you for sending along the additional information for the Super -Temp project. Since I will not be able to attend tonight's meeting, I have provided some thoughts below for consideration. Massing: Though the proposed building is below the SVPOD high limit of 413.5', the attached images highlight the potential impact massing has on the protected view corridor. I would recommend the applicant propose a massing method that will visually breakup the long high -bay wall. By introducing shadows along the long wall, by moving the wall in and out, the visual scale will be reduced, helping the to building recede into the background allowing Mt. Mansfield to remain the focus. Building Color: Similar to massing, the colors chosen will impact the protected view. I would recommend the applicant pursue'acolorpatette-that-is-sympathetirto-the-lan- Escape: l-urrderstand-that-there-are-challerrgesirrrepiicatrng-cotors-irr- - a digital image. However, the green chosen my not be the best color for this location. If these items are appropriately addressed, I would be in support of a motion to close this application. Best regards, Art From: ray Sent: Monday, January 06, 2014 4:26 PM To: Art Klugo; Bill Miller; Mark Behr; Michael Sirotkin; Tim Barritt; Jennifer Smith; David Parsons; Paul Conner Subject: FW: Super -Temp Wire & Cable Photo Simulation Board Members, Attached is a photo simulation that did not make it into the packet. We will have it in the packet on the laptop so it can be displayed on the wall. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com<http://www.sburl.com> www.sbpathtosustainability.com<http://www.sbpathtosustainability.com> Notice - Under Vermont's Public Recorfb Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: David Marshall [mailto:dmarshall@cea-vt.com] Sent: Monday, January 06, 20141:37 PM To: ray Subject: Super -Temp Wire & Cable Photo Simulation Ray - The attached simulation of the proposed high bay section requiring the height waiver was submitted but not included in the DRB PDF package. Is there a way that this can be included in the material available on the projector? Thanks! David S. Marshall, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane oufh ur ing on, VT`05403- P 802-864-2323 x310 F 864-2271 From: David Marshall [mailto:dmarshall@cea-vt.com] Sent: Monday, January 06, 20141:29 PM To: Peter Kenny Subject: Photo Simulation Peter - Just tab back and forth between these two pages to see the before and after. Best David S. Marshall, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 P 802-864-2323 x310 F 864-2271 South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 September 9, 2013 Applicant Response 11-14-13Added Response 1-6-14 Mr. Ray Belair, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Manufacturing Facility- Super -Temp Wire and Cable Bowdoin Street Dear Ray: We have reviewed the plans for this proposed project. We had originally reviewed plans for this facility back in 2006. We have updated our review. We have the following concerns and/or recommendations. 1. Commercial structures will need fire protection plan review from the South Burlington Fire Marshal's office to review for compliance with the Vermont Fire and Building Safety Codes. Acknowledged 2. Sprinklers, fire alarms, and standpipes per the VFBSC. Acknowledged 3. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. Acknowledged 4. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. Acknowledged 5. Provide emergency key boxe(s), location to be specified by SBFD. Acknowledged 6. Based on the proposed size of the building and the set back distance from the road we feel that 1 new fire hydrant will need to be added. The applicant respectively requests a reconsideration of this request. This applicant received three separate approvals from the Cityfor a building that is actually further away from the street than this proposal. Unlike other projects where the hydrant was on the opposite side of the road and a new hydrant was requested to avoid potential hose damage, this parcel benefits from a hydrant located on the same side of the street. With the building moved closer to the street to adjust for a written standard of the community (e.g. no parking locate between the building and the street), in accordance with the standards set forth in Highlands Residential Development vs City of South Burlington, the City can only require improvements predicated on clear guidance set forth in the Land Development Regulations. We have added the additional hydrant as depicted on the attached play: Should you need any further assistance on this project please feel free to contact me. Sincerely, -D..cos cr... t Douglas S. Brent Fire Chief Respectfully David S. Marshall, P.E. ray From: Craig Lambert Sent: Thursday, January 02, 2014 7:58 AM To: ray; Justin Rabidoux Subject: RE: super temp review Those changes are satisfactory. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(a-sburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Friday, December 27, 2013 1:37 PM To: Craig Lambert; Justin Rabidoux Subject: FW: super temp review Craig, Are these changes OK with you? Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: David Marshall [mailto:dmarshall@cea-vt.com] Sent: Friday, December 27, 2013 1:31 PM To: ray l Cc: Craig Lambert Subject: FW: super temp review Ray - Attached are the updated landscaping plans which reflect the recommendations set forth by Craig Lambert. Happy New Year! David S. Marshall, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 P 802-864-2323 x310 F 864-2271 From: Mike Lawrence [maiIto: mike(aOmclasla.com] Sent: Friday, December 27, 2013 1:18 PM To: dmarshall(&cea-vt.com Subject: RE: super temp review Updated. Happy New Year. Any update on Pomerleau? I need to send an invoice. Should it go to you or directly to Mr. P? Mike From: David Marshall [mailto:dmarshall(5)cea-vt.com] Sent: Friday, December 13, 2013 8:46 AM To: mike@mclasla.com Subject: FW: super temp review Hey Mike — Here are the comments back from the City Arborist- If you concur, can you make the necessary updates? Thanks David S. Marshall, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 P 802-864-2323 x310 F 864-2271 From: ray [mai Ito: ray(a)sbu rl.com] Sent: Friday, December 13, 2013 8:04 AM To: dmarshall(acea-vt.com Subject: super temp review Hi Dave, See attached comments. Ray Belair Administrative Officer 2 City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburi.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Craig Lambert Sent: Friday, December 13, 2013 8:01 AM To: ray Subject: super temp review Ray, I've attached comments for the super Temp Landscaping Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(-sburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. 1' Landscape Review Super Temp Realty LLC Mike Lawrence Assoc. LA 12/13/13 The landscape plan looks good overall. I only have 2 suggestions/recommendations: 1. The group of Swiss Stone Pines and 1 Norway Spruce located around the sign near the entrance to the property are spaced pretty tightly. The Norway Spruce will mature into a large tree and I'd recommend moving it further away from the sign and Stone Pines 2. I'd also suggest intermixing some other conifer species with the White Cedars on the northern border of the property l Michael Lawrence Associates Landscape Architects / Site Planning Consultants December 27, 2013 Re; Landscape Cost Estimate for Planting — Super -Temp Realty LLC—New Manufacturing Facility Bowdoin Street —South Burlington, Vermont LARGE EVERGREENS Qu Scientific Name Size Unit Price Sub -total 1 Abies concolor 6-7 ft. $420 $ 420 2 Picea abies 5-6 ft. $337 $ 674 1 Picea glauca 5-6 ft. $337 $ 337 3 Thuja occidentalis `Nigra' 4-5 ft. $115 $ 345 7 14 44 15-6 ft. $187 $1,309 SMALL TREES & SHRUBS 20 Cornus sericea `Baileyi' 3 gal. $ 75 $1,500 6 Magnolia x `Leonard Messel' 5-6 ft. $310 $1,860 4 Magnolia stellata 7 gal. $200 $ 800 4 Magnolia stellata `Royal Star' 5 gal. $230 $ 920 20 Microbiota decussata 3 gal. $ 50 $1,000 4 Picea abies `Acrocona' 6 gal. $200 $ 800 1 Picea glauca `Densata' 5-6 ft. $600 $ 600 2 Picea omorika `Nana' 18-21 in. $250 $ 500 3 Picea pungens `Fat Albert' 5-6 ft. $600 $1,800 2 Picea pungens `Montgomery' 3-4 ft. $570 $1,140 6 Pinus cembra 15 gal. $500 $3,000 3 Pinus leucodermis `Compact Gem' 6 gal. $187 $ 561 1 Pinus strobes `Nana' 6 gal. $187 $ 187 DECIDUOUS TREES 3 Acer X Freemani `Armstrong 2-2.5 in. $580 $1,740 3 Ginko biloba `Princeton Sentry' 2-2.5 in. $737 $2,211 1 Nyssa sylvatica 2-2.5 in. $650 $ 650 4 Quercus bicolor 2-2.5 in. $580 Q$2,320 5 Que-clIsyd ra 2-2 5 1p $580 $2r40f1— TOTAL $27,574 MEMBER I Eight Linden Lane Essex Junction, Vermont, 05452 American Society PH/FAX 802-878-2778 C 802-578-9591 of Landscape Architects mike@mclasia.com theOther Paper • www.otherp Public Notices PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burl- ington, Vermont on January 7, 2014 at 7:00 P.M. to consider the following: Preliminary & final plat application #SD-13-39 of Super -Temp Realty Company, Inc. for a planned unit development to construct a 27,500 sq. ft. light manufac- turing facility, 104 Bowdoin Street: Mark Behr, Chairman South Burlington Development Review Board Copies of the application are available for public inspection at the South Burling- ton City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. December 19, 2013 Classifieds AFFORDABLE APARTMENTS Pines Senior Living Community in South Burlington offers-, 1 & 2 bedroom apartinerits. Rent includes all utilities. • . Optional living and health services. Community tour everyWednesday at 12:30 p.m. 865-1109 Lost kitten in Mills Ave & surrounding woods area. 10 months old: White with black tail & black spots on her back. Answers to Lana (pronounced Launa). Please call 399-7855. (12/19) Seeking a long, older, cushioned toboggan. (condition not important) Have a pull tobog- gan you no longer use? Willing to pay a rea- sonable amount and pick it up! 802-863-4366 after 4:00 pm. (12/19) FREE TV: Free 20" TV- tube type with remote, cable ready, in good working condition. 802-660- 8037. (12/12) BRADFORD EXCHANGE ANGEL FIGURINE: 9" Angel of Glory is the first issue in the Spirit of America collection. Angel is numbered FURNITURE: Sturdy light colored wood low - loft bed, about 4 feet, not too high to be scary! Both bed and mattress mint condition. Paid $600; asking $300. Dresser --solid mahogany- -two small over four large drawers. 48 H x 32 W 1940s era, excellent condition. Asking $200. 802- 238-2248. (12 / 12) M&M COLLECTOR SET: Set includes a 9 inch M&Ms Dispenser which was never used and Four bean bag plush M&M figures made exclusively for M&M World in Las Vegas. All have their original hang tags. $10. 802-497- 0865.(12/19) SOUND BAR: Vizio High Definition Sound Bar, SRS True Surround Sound for all flat panel HDTVs, never used - $70.802-233-5149. (12/19) 2003 Jeep Wrangler Fender Flares. $80. 862- 7271. (12 / 19) 2008 SATURN ASTRA XR: Clean, excel- lent condition, automatic transmission, remote car starter, heated seats, a/c, cruise control, cd/mp3, traction control, "on -star" ready. Transferable extended warranty (to 100k miles). Michelin tires like new. 90,315 miles. $7400 firm. 802-860-2843. (12/12) 1993 SAAB 900: Runs great, inspected, new tires, exhaust, solid body. Asking $1,400. 802- 324-1024.(12/12) I flon LlnAT"A nnll. I• Tn ....a..-:_ Al Al e Packages for l CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this F? day of c cmba 20 �, a copy of the foregoing public notice for ,S it [type of application] #Sty- / 3-,V [application number], was sent by U.S. 6ail, postage pre aid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) -- )Ct� a4(;u�i�c� Dated at a e I, town/city], Vermont, this day of n��r , 201 Printed Name: f'YlL —r I'r wt S Phone number and email: " - Z-32 a 77) 4jzT7 ('_ eo 77, . -7 1-n Signature: Date: T,� i -1 -313 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 Supter-Temp Reality Company Inc. 104 Bowdoin Street - Lot 6 - Adjoiners List 65 BOWDOIN STREET 66 BOWDOIN STREET 104 BOWDOIN STREET 630 HINESBURG RD 85 MEADOWLAND DR GPT PROPERTIES TRUST NORTHEAST TERRITORIES INC SUPER -TEMP REALTY COMPANY INC IRELAND SCOTT D & STEPHEN D BURLINGTON PROPERTIES, LTD C/O DAN KALMAN 9 GALEN ST SUITE 240 WATERTOWN MA 02472 0257-00065 20 SOUTH CREST DR BURLINGTON VT 05401 0257-00066 133 ELM STREET WINOOSKI VT 05404 0257-00104 P 0 BOX 2286 S BURLINGTON VT 05407 0860-00630 P 0 BOX 9210 S BURLINGTON VT 05403 0860-01020 0,460 `lam southburlinoon PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on January 7, 2014 at 7:00 P.M. to consider the following: Preliminary & final plat application #SD-13-39 of Super -Temp Realty Company, Inc. for a planned unit development to construct a 27,500 sq. ft. light manufacturing facility, 104 Bowdoin Street. Mark Behr, Chairman South Burlington Development Review Board Copies of the application are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. December 19, 2013 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning Landscape Review Super Temp Realty LLC Mike Lawrence Assoc. LA 12/13/13 The landscape plan looks good overall. I only have 2 suggestions/recommendations: 1. The group of Swiss Stone Pines and 1 Norway Spruce located around the sign near the entrance to the property are spaced pretty tightly. The Norway Spruce will mature into a large tree and I'd recommend moving it further away from the sign and Stone Pines 2. I'd also suggest intermixing some other conifer species with the White Cedars on the northern border of the property 10 Mansfield View Lane South Burlington, VT 05403 November 15, 2013 Mr. Ray Belair, Zoning Administrator City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com RECEIVED �C�1a2013 City S©. Burlington Re: Super -Temp Wire & Cable Light Manufacturing Facility 104 Bowdoin Street, Lot 6 Meadowland Business Park Preliminary/Final PUD Application Dear Mr. Belair: Super -Temp Realty, LLC is seeking preliminary and final plan approval for a proposed office building to be located on the 3.1 acre Lot 6 of the Meadowland Business Park. This structure is proposed to house Super -Temp Wire & Cables light manufacturing facility currently located in Winooski The proposed building is a single floor structure with a 26.6' height and one 20' x 125' high bay section with a height of 42.5'. The zoning in this area allows building roof heights of up to 35-feet without a waiver from the Development Review Board. Zoning - The property is wholly located within the Industrial Open Space (10) district. The site is constrained by the Hinesburg East View Protection Zone where: Maximum structure height = 413.5 per the HEVPZ Maximum proposed heights = 357.5 FF + 42.5' = 400.0 The airport approach cone overlay district also encumbers the air space of this property. Design Approach During the Sketch Plan review by the DRB, much discussion was focused on the building height waiver request and how the building design could be undertaken to minimize the visual impacts. The LDR's State that: For structures proposed to exceed the 35' as part of a planned unit development, the Development Review Board may waive the requirements of this section as long as the general objectives of the applicable zoning district are met. A request for approval of a taller structure shall include the submittal of a plan(s) showing the elevations and architectural design of the structure, pre -construction grade, post -construction grade, and height of the structure. (Sheet C1.1) Such plan shall demonstrate that the proposed building will not detract from scenic views from adjacent public roadways and other public rights -of -way. Mr. Ray Belair Page 2 of 4 November 15, 2013 This portion of South Burlington hosts the Hinesburg East View Protection Zone Overlay District. The intent is to preserve views of the Mountain range from Hinesburg Road. We retained the services of LINCOLN BROWN ILLUSTRATION to prepare a simulation of the building superimposed on the existing condition view from Hinesburg Road This imagery depicts the proposed exterior coloring contrast of the building, specifically the high bay section, and how it relates with the existing backdrop of trees on the north side of the parcel. On -site Parking — Super -Temp Wire & Cable's current workforce is as follows 1st shift 7 AM - 3 PM 6 people 2nd shift 3 PM -11 PM 6 people 3rd shift 11 PM -7 AM 5 people office 8.30 AM — 5 PM 6 people Under current conditions the maximum parking requirements are at 3 PM with the shift change (6 + 6) with office staff (6) for a total of 18. Adding 2 visitor spots increases the current needs to 20 spaces. Article 10 of the LDR's calls for an off-street parking standard of 0.5 spaces per 1,000 SF GFA (27.5 x 0.5 = 13.75), plus 1 space per employee (highest shift (6 + 6) or 26 spaces. The new facility is designed to provide the capability for an increase in business of approximately 40% which results in an on -site parking requirement of 31 parking spaces J Mr. Ray Belair Page 3 of 4 November 15, 2013 in the future. 0.5 spaces per 1,000 SF GFA (27.5 x 0.5 = 13.75), plus 1 space per employee (highest shift (17) or 31 spaces. This application seeks approval for the 26 parking spaces that depicted on the plan with the ability to expand the parking on the east side of the building to 32 Spaces. The proposal to initially construct 26 spaces represents a waiver request of 5 spaces or 16.1%. Sheet C3.0 shows that up to 33 parking spaces can readily be constructed on the property with 10 additional spaces on the east end of the building. We have attached the computations and compliance needs as it relates to the number of on -site parking spaces and parking lot landscaping requirements. Infrastructure - All of the service connections required for the proposed use are readily available as existing services remain from the original infrastructure construction for the Meadowland Business Park. These include: Sewer - The project will be served by the existing 8" PVC service line connected to the gravity sewer main on Bowdoin Street. Water - The existing 8" service stub to the 8" water main on Bowdoin Street will be used. Stormwater - The State Stormwater permit limits lot coverage to no more than 50% and requires that water quality treatment be provided on site prior to discharge to the existing stormwater management system. This will be achieved with the proposed treatment facility with the discharge connected to the existing 15" HDPE located in the southwest corner of the property. Power & Communications - The electrical and communications cabinets are currently located in the southwest corner of the property and were designed to provide ready service to Lot 6. A new transformer to service the needs of this building is proposed to be located off of the southwest corner of the building. Waivers 1. A height waiver of 7.5 feet for only the high bay section is requested. 2. A parking waiver of 12% (see above) is requested. Public Works Comments Please update comment #5 as follows: Mr. Ray Belair Page 4 of 4 November 15, 2013 S. Where does water flow once it exits the pond outlet structure and DMH#1? Flows are directed to the existing 18" HDPE cross culvert that discharges to a stone lined swale and then to Potash Brook. Will it flow to CB#36, located on Bowdoin Street? Yes Assuming it does, will the drainage infrastructure under Bowdoin street and downstream to Potash Brook be able to convey runoff from the site during the 25-year, 24-hour storm event without surcharging? We have attached the post development analysis of the runoff characteristics of Bowdoin Street stormwater infrastructure. This completes our summary of the proposed features of the project. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, vl . Marshall, Project Engineer Enclosures: Six (6) Sets Full Size Plans (with bldg. elevations) One 11" x 17" Reduced Size Plan Preliminary and Final Plat Applications List of Abutters Response to Fire Dept. Comments Parking Lot Calculations Landscape Value Schedule Lighting Information Traffic Study Site View Illustrations, Before and After Stormwater Analysis CD of plans and documents Application Fee of $2,701 Preliminary Plat - Base fee $500+$13 Filing Fee = $513 Non-residential first 10,000 SF x $0.05 = $500 Non-residential remaining17,500 SF x $0.03 = 525 $1,538 Final Plat - Base fee $500+$13 Filing Fee = $513 Non-residential first 10,000 SF x $0.03 = $300 Non-residential remaining17,500 SF x $0.02 = 350 $1,163 Total $2,701 cc: (all w/ enclosures, 11x17 plans); R. Miller, D. Cameron, CEA File 06113.05 PAAutoCADD Projects\2006\06113\1 - Permitting 2013\1-Local Applications\3-Final\Belair Site Plan Cover.doc southburlington PLANNING & ZONING Permit Number SD - - (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW reliminary X Final PUD Being Requested? X Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) SUPER -TEMP REALTY COMPANY, INC., 133 ELM STREET, PO BOX 277, WINOOSKI, VT 05404 Phone 655-4211 Fax 655-2613 2. LOCATION OF LAST RECORDED DEED (Book and page #) Vol. 755 Pg. 158-160 3. APPLICANT (Name, mailing address, phone and fax#) SUPER -TEMP REALTY COMPANY, INC., 133 ELM STREET, PO BOX 277, WINOOSKI, VT 05404 Phone 655-4211 Fax 655-2613 4. CONTACT PERSON (Name, mailing address, phone and fax #) David S. Marshall Civil Enizineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshallna,cea-vt.com 5. PROJECT STREET ADDRESS: 104 BOWDOIN STREET 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 02517-00104 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): CONSTRUCTION OF A 27,500 SF LIGHT MANUFACTURING FACILITY WITH A HIGH BAY SECTION FOR TEMPERATURE CURING OF THE COATED WIRE PRODUCT AND SUPPORTING UTILITIES, 23 SPACE PARKING LOT AND STORMWATER MANAGEMENT FACILITIES on a 3.10 acre parcel. b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): LIGHT MANUFACTURING FACILITY. d. Total building square footage on property (proposed buildings and existing buildings to remain): 0 SF EXISTING, 27,500 GSF FOR ALL USES IN BUILDING. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): SINGLE FLOOR STRUCTURE WITH A 26.6' HEIGHT AND ONE 20' X 125' HIGH BAY SECTION WITH A HEIGHT OF 42.5' f. Number of residential units (if applicable, new units and existing units to remain): NONE g. Number of employees (existing and proposed, note office versus non -office employees): SUPER -TEMP WIRE & CABLE'S CURRENT WORKFORCE IS AS FOLLOWS 1 st shift 7 AM - 3 PM 6 people 2nd shift 3 PM -11 PM 6 people 3rd shift 11 PM-7 AM 5 people Office 8:30 AM — 5 PM 6 people THE NEW FACILITY IS DESIGNED TO PROVIDE THE CAPABILITY FOR AN INCREASE IN BUSINESS OF APPROXIMATELY 40% h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): THE PARCEL IS SUBJECT TO THE HINESBURG ROAD VIEW PROTECTION ZONE (MAX ALLOWABLE BLDG ELEVATION = 413.5, PROPOSED HEIGHT OF BUILDING = 400) AND THE AIRPORT APPROACH CONE. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. Subdivision Application Form. Rev. 12-2011 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 3.29 Acres 143,436 SF (acres /sq. ft.) b. Building Coverage: Existing 0 square feet 0 % Proposed 27,500 square feet 19.2 % c. Overall Coverage (building, parking, outside storage, etc): Existing 0.8 Proposed 60,191 square feet 0.8 % square feet 42.0 % d. Front Yard Coverage(s) (commercial projects only): Existing 11,474 square feet 8.0 % Proposed 15,921 square feet 11.1 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes X No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) NA c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 3.2 Acres or 140,000 SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations): $ 1,987,225 b. Landscaping: $ 23,375 (see attached) (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Parking Lots and utilities $400,000. 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 20.4 VPH (weekday) 13. PEAK HOURS OF OPERATION: 7 — 8 AM, 4 — 5 PM 14. PEAK DAYS OF OPERATION: M - F 15. ESTIMATED PROJECT COMPLETION DATE: Summer, 2014 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the a plication. See the City fee sched le for details. t�� /�1 $lj'� ' *40 1 I �� NOTE: NOTIFICATION of DJOINI G P O ERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. 4 /�/r/l -W q1. -6 Subdivision Application Form. Rev. 12-2011 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. �:R -/ -t at-, Sl ATI JIR EMF APPLICANT SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Incomplete The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Subdivision Application Form. Rev. 12-2011 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 13, 2013 SD_13_25_104BowdoinSt_SuperTemp_sketch Application received: July 25, 2013 104 BOWDOIN STREET SKETCH PLAN APPLICATION #SD-13-25 Agenda # 7 Meeting Date: September 17, 2013 Applicant/Owner Super -Temp Wire & Cable c/o Peter Kenny 133 Elm Street Winooski, VT 05404 Engineer/Contact Property Information Dave Marshall Tax Parcel ID 0257-00104 Civil Engineering Associates Hinesburg Road North View Protection overlay District PO Box 485 Airport Approach Cone Shelburne, VT 05482 3.29 acres Location Map " §i ; to hAn { "wi 4 " AA �K !x4w y},, r N 33 y � r" c N � 4 y ��� ''A , P A n g r F T, 1 q � CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\prelim final PROJECT DESCRIPTION Super -Temp Wire & Cable, hereafter referred to as the applicant, is seeking sketch plan review for a planned unit development consisting of a 27,500 sq. ft. manufacturing facility, 104 Bowdoin Street. A final plat application for a similar project on the same property was withdrawn by the applicant on November 16, 2012. COMMENTS Administrative Officer Ray Belair and Planner Temporary Assignment Dan Albrecht, referred to herein as Staff, have reviewed the plans submitted on July 25, 2013 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District:= Required Proposed Min. Lot Size 3 acres 3.29 acres Max. Density n/a n/a Max. Building Coverage 30% 19 Max. Overall Coverage 50% 42 Min. Front Setback 50 ft. —225 ft. Min. Side Setback 35 ft. ^37 ft. Min. Rear Setback 50 ft. —115 ft. ** Max. Building Height 35 ft. 26.6/ 42.5 ft** Front Yard Coverage 30% 20 zoning compliance n/a no residential units proposed ** The proposed height of the flat roof building reaches 42.5 feet at its highest point. Therefore the applicant is requesting a waiver of 7.5 feet. Staff supports this waiver so long as it does not interfere with the goals of the Airport Approach Cone. In prior applications concerning this property, the applicant has submitted a request to the FAA/Burlington International Airport to address this issue. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\prelim final According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The entire Meadowland Business Park has been preliminarily approved for water allocation. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The original subdivision received a 51,272 gpd preliminary sewer allocation which is still in effect. 1. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 2. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this property is proposed via a 25' wide drive from Bowdoin Street. This exceeds the minimum requirement for an entry drive and is therefore in compliance. Condition #3c of the September 10, 1996 subdivision approval for the business park required that "prior to site plan approval for each lot, the signal warrant analysis shall be updated. When the signal is shown to be warranted at Rte 116/Swift Street Extension, applicant shall install signal at specifications approved by the City." (Swift Street Extension is now known as Meadowland Drive). The applicant has submitted a traffic study dated July 9, 2013 prepared by Lamoureux & Dickinson assuming a 35,000 SF manufacturing facility. The report concludes that the project would generate 26 PM Peak Hour Trip Ends. The analysis also states that an acceptable level of services at the intersection of Hinesburg Road- Meadowland Drive- Rye Street D would be maintained and that the peak hour volume warrant for signalizing the intersection would not be met. According to the ITE Trip Generation Manual, 9th Edition, the current proposed 27,500 square feet manufacturing facility is estimated to generate 20.08 P.M. peak hour tip ends. Staff does not foresee any issues with this proposal that will create unreasonable congestion of adjacent roads. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\prelim final The projeces design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The subject property does not appear to contain any wetlands. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 6.04(A) of the Land Development Regulations, the Industrial -Open Space 10 District is established to provide suitable locations for high -quality, large -lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The 10 District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. Staff feels the proposed project is in compliance with the stated purpose of the 10 District, as outlined in the Land Development Regulations. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There are significant portions of open space running along the southern portions of the property, so staff feels this requirement is met. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The Fire Chief reviewed the plans and provided the following comments in a letter dated September 9, 2013: "We have reviewed the plans for this proposed project. We had originally reviewed plans for this facility back in 2006. We have updated our review. We have the following concerns and/or recommendations. 1. Commercial structures will need fire protection plan review from the South Burlington Fire Marshal's office to review for compliance with the Vermont Fire and Building Safety Codes. 2. Sprinklers, fire alarms, and standpipes per the VFBSC. 3. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. 4. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. 5. Provide emergency key boxe(s), location to be specified by SBFD. 6. Based on the proposed size of the building and the set back distance from the road we feel CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\vrelim final that 1 new fire hydrant will need to be added." 3. The applicant should comply with the Chiefs comments prior to preliminary plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The subject property contains a 20' wide recreation path easement which straddles the northern property boundary. 3. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The subdivision plans for the entire Meadowland Business Park show details on street utilities, lighting, and stormwater management. These have been approved by the City Engineer, so they are acceptable for the proposed project. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed development of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. In a September 121h email from the applicant's representative to staff, the applicant stated: "Based on the historical practices at its existing manufacturing facility in Winooski, the applicant indicated that with its proposed 20% increase in GSF that this application proposes, that this site would require 23 spaces to meet its needs during a shift change. The operational plan is to enable up to 16 employees for each shift." According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the 27,500 square feet of manufacturing and 16 employees per shift would require a total of 30 spaces. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\prelim final The plans depict a total of 23 parking spaces, two (2) of which are handicapped -accessible parking spaces. The applicant is requesting a waiver of seven (7) spaces or 24%. Staff does not foresee the parking waiver being problematic. 4. The Board should provide guidance concerning the applicant's request for a 24% parking waiver. Section 13.01(G) (5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is depicted on the plan. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The parking areas are located to the side and rear of the building. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. Section 3.07(D) of the Land Development Regulations, Height of Structures, reads as follows: D. Waiver of Height Requirements (1) ---- (2) R12, IA, PR, MU, C1-1112, C1-1115 Cl-Auto, Cl-Air, Cl-LR, AR, SW, 10, C2, Mixed IC, AIR, and AIR-IND Districts. (a) The Development Review Board may approve a structure with a height in excess of the limitations set forth in Table C-2. For each foot of additional height, all front and rear setbacks shall be increased by one (1) foot and all side yard setbacks shall be increased by one half (1/2) foot. (b) For structures proposed to exceed the maximum height for structures specified in Table C-2 as part of a planned unit development or master plan, the Development Review Board may waive the requirements of this section as long as the general objectives of the applicable zoning district are met. A request for approval of a taller structure shall include the submittal of a plan(s) showing the elevations and architectural design of the structure, pre -construction grade, post -construction grade, and height of the structure. Such plan shall demonstrate that the proposed building will not detract from scenic views from adjacent public roadways and other public rights -of -way. The applicant has not submitted a preliminary sketch of the building. The applicant has requested waiver of 7.5 feet (beyond the 35 ft. limit to accommodate the 42.5 height of a single 20' x 125' bay section necessary for special equipment. The height waiver request authority is under (b) above. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\prelim final The proposed project is located in a business park in an area where industrial uses exists, so staff feels the scale of the proposed building is compatible with existing buildings in the area and that the waiver request is reasonable. 5. The Board should provide guidance concerning the applicant's request for a height waiver. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has not submitted elevations of the proposed building. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has indicated the following in a September 11, 2013 email to staff: "FF [First Floor] = 357.5 + 42.5' = 400.0 above MSL (NGVD)' for the high bay section. The high bay component is virtually identical to that included in the prior applications submitted to the City. " Staff feels that the building is consistent with others in the area and that this criterion is met. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Because the project is in a large lot, industrial area, staff does not feel access to adjacent properties is necessary. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\prelim final All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). A screened dumpster is shown on the plan. Landscaping and Screening Requirements The applicant has not submitted landscaping plans for the property. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. Snow storage areas are shown on the plan. View Protection Zone The subject property is located within the Hinesburg Road -North Scenic View Protection Overlay District and thus subject to Section 10.03(H) of the SBLDR. Specifically, no part of any structure within the zone shall exceed an elevation of 393.5 feet above mean sea level plus 5.8 feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road -North View Protection Zone Base Line shown on the Scenic View Protections Overlay District Map. Based on the location of this building and its distance from the Base Line, the maximum allowable elevation based on the information above is 413.5 feet above sea level. The applicant has indicated the following in a September 11, 2013 email to staff: "FF [First Floor] = 357.5 + 42.5' = 400.0 above MSL (NGVD)' for the high bay section. The high bay component is virtually identical to that included in the prior applications submitted to the City." The proposed building is in compliance with this provision of the SBLDR. Other Department of Public Works Comments, stormwater: provided to staff on September 11, 2013: I reviewed the plans for the New Manufacturing Facility located at 104 Bowdoin Street and developed by Civil Engineering Associates dated April, 2006 and last updated on 6/29/07. The plans are labeled sketch plan. I would like to offer the following review comments: 1. If the project will disturb greater than 1 acre of land it will require a construction stormwater permit (3-9020 or individual permit) from the State of Vermont DEC Stormwater Division. 2. If the project will create greater than 1 acre of impervious area it will require a stormwater permit (3-9015 or individual permit) from the State of Vermont DEC Stormwater Division. Also, CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\prelim final this lot may be covered under an existing State issued stormwater permit (1-1269). If so, this permit will contain requirements related to management of stormwater runoff. 3. There is a snow storage area indicated to the west of the proposed building. How will snow be plowed to this location without driving on the grass? 4. In a future submission the application should provide more information on the pond outlet structure. 5. Where does water flow once it exits the pond outlet structure and DMH#1? Will it flow to CB#36, located on Bowdoin Street? Assuming it does, will the drainage infrastructure under Bowdoin street and downstream to Potash Brook be able to convey runoff from the site during the 25-year, 24-hour storm event without surcharging? 6. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance structures on -site. 7. The final decision should require that final hydrologic modeling be submitted to the Department of Public Works so that this information can be included in the City's watershed model for Potash Brook. Recommendation: The Board should address the questions identified within these notes before closing the sketch plan review. N South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 September 9, 2013 Mr. Ray Belair, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Manufacturing Facility- Super -Temp Wire and Cable Bowdoin Street Dear Ray: We have reviewed the plans for this proposed project. We had originally reviewed plans for this facility back in 2006. We have updated our review. We have the following concerns and/or recommendations. 1. Commercial structures will need fire protection plan review from the South Burlington Fire Marshal's office to review for compliance with the Vermont Fire and Building Safety Codes. 2. Sprinklers, fire alarms, and standpipes per the VFBSC. 3. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. 4. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. 5. Provide emergency key boxe(s), location to be specified by SBFD. 6. Based on the proposed size of the building and the set back distance from the road we feel that 1 new fire hydrant will need to be added. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Fire Chief CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this day of d., 20B , a copy of the foregoing public notice for3 ke4t h i2kinv/tC [type of application] #SO -%3- ZS� [application number], was sent by U.S. mail, fiostage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) 4b 64-u.of l -t 19-1- �'-5'aw' 6 / rle r6 Dated at��� [town/city], Vermont, this day of /�l[► , 20 %✓�' Printed Name: Phone number and email: Signature: Date: Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 Super -Temp Realty, LLC 104 Bowdoin Street -Lot 6 - Abutters List 65 BOWDOIN STREET GPT PROPERTIES TRUST 66 BOWDOIN STREET NORTHEAST TERRITORIES INC 104 BOWDOIN STREET SUPER -TEMP REALTY COMPANY INC 630 HINESBURG RD IRELAND SCOTT D & STEPHEN D 85 MEADOWLAND DR BURLINGTON PROPERTIES LTD 9 GALEN ST SUITE 240 20 SOUTH CREST DR 133 ELM STREET P 0 BOX 2286 85 MEADOWLAND DR WATERTOWN MA 02472 0257-00065 BURLINGTON VT 054010257-00066 WINOOSKI VT 05404 0257-00104 S BURLINGTON VT 05407 0860-00630 S BURLINGTON VT 05403 0860-01020 TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning , AM, CA 911--- southburlington PLANNING & ZONING AGENDA South Burlington Development RevieW,,Board City Hall Conference Room, 575 Dorset Street j h Burlington, VT Tuesday, September 17 i r 7:00 p.m. 1. Announcements r. 2. Continued conditional use application #CU-1 , - ite plan revie cation #SP-13-39 of 30 Community Drive, LLC for after -the -fact ap or a 14.5 ft. high cha fence enclosing a previously approved emergency generator, 30'munity Drive. 3. 4 Continued site plan application #1 previously approved plan for a A improvements to the stormwater Site plan application 13,175 sq. ft. buildiii The amendmen commercial andAil 5. Conti appg 6. Conditi project 7. Final plat applica " SD developed with aI the 1.73 acre parcel wi create a 3.83 acre parcel, 9 of Bay C dominium c Wmav Crest um Associati amendment mend a is of making viously approved plan for a 75 sq. ft. of warehouse use. for a number of rson Development to amend a previously 275 seat standard restaurant, 2) a 71 room endment consists of razing the 275 seat ail & restaurant building, 1 Dorset Street. harles E. Carpentier for approval of a 7' X 16' deck to cimately 12.5 feet, 2 Iby Street. Alan & Christine Palmer to: 1) subdivide a 3.19 acre parcel FM Fac ding into two (2) lots of 1.46 acres and 1.73 acres, and 2) combine ent 2.1 acre parcel developed with a commercial building to 25 Palmer Court. 8. Preliminary & final plat application #SD-13-24 of Northeast Territories, Inc. for a planned unit development to construct a 25,781 sq. ft. contractor or building trades facility, 66 Bowdoin Street. 9. Sketch plan review application #SD-13-25 of Super -Temp Realty Company, Inc. for a planned unit development consisting of a 27,500 sq. ft. manufacturing facility, 104 Bowdoin Street. 10. Reorganization • Election of chair, vice chair & clerk • Affirm regular meeting dates & hours. 11. Minutes of March 5, July 16, August 20, and September 3, 2013. 12. Other business. Respectfully Submitted, Raymond J. Belair Administrative Officer Copies of the applications are available for publiI Participation in the local proceeding is a prerequ South Burlington Developd Review The Development Review Board (DRB) Review Board meetings to insure that e smoothly. ttion at the South B'' " ' gton City Hall. the right to take any quent appeal. >a articipation G ines guideli r the public attending Development bance to and that meetings proceed The DRB is a Quasi-J t overse ' e ap velopl.Wt projects within the City. It is made up of citizen inted b City Cou o B is to hear and review applications for develo t under t pplicable ons. The can only approve applications that comply with the apple bylaw tate law, a e board can only levy conditions that are permitted u LYI'e w. s if a pro meets the applicable bylaw criteria, the DRB is bound by66 acor 1. card asks th artici at meets respectful of Board members, staff, applicants a er members c ublic nt at the eting. 2. Initia ussion on an a ite enerally be conducted by the Board and the applicant. As this is ortunity to e e with bject, we would like to hear from all Board members first. After card memb ave disc sed an item, the Chair will open up the floor for public comment. P raise your to be recognized to speak and the Chair will try to call on each participant in s ce. 3. Once recognized Ch ease identify yourself to the Board. 4. If the Board sugges please respect them. Time limits will be used when they can aid in making sure everyone d and sufficient time is available for Board to hear all items on the agenda. 5. Side conversations between audience members should be kept to an absolute minimum. The hallway outside the Community Room is available should people wish to chat more fully. 6. Please address the Chair. Please do not address other audience members or staff or presenters and please do not interrupt others when they are speaking. The Chair will direct responses from applicable people as needed. 7. Make every effort not to repeat the points made by others and keep your comments germane to the issue before the board. 8. The Chair will make reasonable efforts to allow everyone who is interested in participating to speak once before speakers address the Board for a second time. 9. Comments may be submitted before or during the course of a single or multi -meeting public hearing to the Planning and Zoning Department. All comments should identify what application the { correspondence is in reference to. All written comments will be circulated to the DRIB and kept as part of the official records of meetings. Comments must include your first and last name and a contact (e-mail, phone, address) to be included in the record. 10. Please note that once a public hearing has been closed by the DRB, no further comments can be accepted, in accordance with state law. Supter-Temp Reality Company Inc. 104 Bowdoin Street - Lot 6 - Adjoiners List 65 BOWDOIN STREET GPT PROPERTIES TRUST 9 GALEN ST SUITE 240 WATERTOWN MA 02472 0257-00065 --� 66 BOWDOIN STREET NORTHEAST TERRITORIES INC 20 SOUTH CREST DR BURLINGTON VT 05401 0257-00066 104 BOWDOIN STREET SUPER -TEMP REALTY COMPANY INC 133 ELM STREET WINOOSKI VT 05404 0257-00104 630 HINESBURG RD IRELAND SCOTT D & STEPHEN D P O BOX 2286 S BURLINGTON VT 05407 0860-00630 85 MEADOWLAND DR BURLINGTON PROPERTIES, LTD P 0 BOX 9210 S BURLINGTON VT 05403 0860-01020 C/O DAN KALMAN South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 September 9, 2013 Applicant Response I1-14-13 Mr. Ray Belair, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Manufacturing Facility- Super -Temp Wire and Cable Bowdoin Street Dear Ray: We have reviewed the plans for this proposed project. We had originally reviewed plans for this facility back in 2006. We have updated our review. We have the following concerns and/or recommendations. 1. Commercial structures will need fire protection plan review from the South Burlington Fire Marshal's office to review for compliance with the Vermont Fire and Building Safety Codes. Acknowledged 2. Sprinklers, fire alarms, and standpipes per the VFBSC. Acknowledged 3. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. Acknowledged 4. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. Acknowledged 5. Provide emergency key boxe(s), location to be specified by SBFD. Acknowledged 6. Based on the proposed size of the building and the set back distance from the road we feel that 1 new fire hydrant will need to be added. The applicant respectively requests a reconsideration of this request. This applicant received three separate approvals from the Cityfor a building that is actually further away from the street than this proposal. Unlike other projects where the hydrant was on the opposite side of the road and a new hydrant was requested to avoid potential hose damage, this parcel benefits from a hydrant located on the same side of the street. With the building moved closer to the street to adjust for a written standard of the community (e.g. no parking locate between the building and the street), in accordance with the standards set forth in Highlands Residential Development vs City of South Burlington, the City can only require improvements predicated on clear guidance set forth in the Land Development Regulations. Should you need any further assistance on this project please feel free to contact me. Sincerely, -D..V",& s. V.. Douglas S. Brent Fire Chief Respectfully David S. Marshall, P.E. Super -Temp Realty, LLC 104 Bowdoin Street Lot 6 - Meadowland Business Park Parking Requirements Overall Site No. Employees 17 Empl x 1.0 Spaces per Empl. _ Total Building 27,500 SF x 0.5 Spaces per 1,000 SF = 1 Van Accessible Spaces Req'd 2 Van Accessible Spaces Provided Parking Lot Landscaping Requirements South Parking Lot 13 # of Spaces in Parking Lot 2.6 # of Speciment Trees Required (1 Tree/5 spaces) 5 Specimen Trees to be Provided East Parking Lot 13 # of Spaces in Parking Lot 2.6 # of Speciment Trees Required (1 Tree/5 spaces) 6 Specimen Trees to be Provided Parking Lot Green Space Calculations Entire Parking Lot 17,628 Total Parking Lot Gross Area (SF) 1,763 Required Green Space Area (SF) Area Description 84 A Island 164 B Island 89 C Island 495 D Island 157 E Island 157 F Island 1,221 G Island 2,367 Total Green Space Island Area Provided (SF) Please see attached plan for Island location and gross area inclusion. 17.0 Spaces 13.8 Spaces 31 Spaces Required 26 Spaces Provided 5 Waiver Requested 16.1% Waiver Requested 2 Handicap Spaces Req'd 2 Handicap Spaces Prov'd f CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this day of �c/, 20, a copy of the foregoing public notice for a of a 1 ation [application number [� ��o� �l �" . [type PP ) U�1 � PP ) was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) *<ec a4h(Jw i 6 S+ C)� s_ ad/ a/rx /�s V c Dated ate . CWl/ town/city), Vermont, this - day of , 20 Printed Name: .&a ,- Phone number and email: Signature: 92 Date: Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 Super -Temp Realty, LLC 104 Bowdoin Street -Lot 6 - Abutters List 65 BOWDOIN STREET GPT PROPERTIES TRUST 66 BOWDOIN STREET NORTHEAST TERRITORIES INC 104 BOWDOIN STREET SUPER -TEMP REALTY COMPANY INC 630 HINESBURG RD IRELAND SCOTT D & STEPHEN D 85 MEADOWLAND DR BURLINGTON PROPERTIES LTD 9 GALEN ST SUITE 240 20 SOUTH CREST DR 133 ELM STREET P 0 BOX 2286 85 MEADOWLAND DR WATERTOWN MA 02472 0257-00065 BURLINGTON VT 054010257-00066 WINOOSKI VT 05404 0257-00104 S BURLINGTON VT 05407 0860-00630 S BURLINGTON VT 05403 0860-01020 TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning f� southburlinLaon PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on September 17, 2013 at 7:00 P.M. to consider the following: Preliminary & final plat application #SD-13-24 of Northeast Territories, Inc. for a planned unit development to construct a 25,781 sq. ft. contractor or building trades facility, 66 Bowdoin Street. Conditional use application #CU-13-04 of Charles E. Carpentier for approval of a 7' X 16' deck to project into the front yard setback by approximately 12.5 feet, 2 Iby Street. 3. Final plat application #SD-13-26 of Alan & Christine Palmer to: 1) subdivide a 3.19 acre parcel developed with a commercial building into two (2) lots of 1.46 acres and 1.73 acres, and 2) combine the 1.73 acre parcel with an adjacent 2.1 acre parcel developed with a commercial building to create a 3.83 acre parcel, 20 & 25 Palmer Court. Mark Behr, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. August 29, 2013 The 08"1 pirnW Review, iird will held a a Ch,pt9-n hearing ft°the pmpo"d Light MenUWWrJ tg facility tC be J0Mted at J" B0Wd0Jn Street. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com - - - - - - - — — 1 - - LOT COVERAGE Total Lot Area = 143,436 s.f. Bldg. Coverage (Proposed) = 27,570 s.f. (19.2%) (30% max.) Lot Coverage (Proposed) = 60,038.13 s.f. (41.8%) (50% max.) Proposed Parking Gross Area = 17,628.38 s.f. (Shaded Area) Proposed Parking Green Space = 2,366.81 s.f. (13.4%) (10% min. req'd) I (Cross Hatched Areas) (Area'A' = 84.49 s.f.) M o -i g CV) o `' N II Q - O Z A Z wzx a U E"' --!4 W d U ll: x f� A U) A U a (Area'B' = 164.11 s.f.) 1 (Area 'C' = 88.92 s.f.) (Area 'D' = 494.89 s.f.) 1 (Area 'E' = 156.63 s.f.) (Area'F' = 156.63 s.f.) J (Area'G' = 1,221.14 s.f.) W O W � W Cc 1 C Z o��ZJ Q. Z3 1 Wu m Z m CC � U.1 � O w 1 Z �o z u= Co W w < O N � CCP z O � � Q Z uj N 'M LL N V 00 Site Lighting Schedule Project: SuperTemp Site Plan Lighting Lighting Fixture Schedule Date: October 14, 2013 IType IManufacturer'Catalog Number Voftage attage 11nitiall-uniens !B-U-GRabnqlConW Finish Quantity Total Lumens Total Wattage Attemate Mtr S Model Al McGraw Edison GLEON-AA-0I-LED-E7-T3-R Universal 51 3.858 B1-U0-G1 Dusk to Dawn Specify 4 15,432 204 Beacon VP-S 22NB-50-4K-T3-UNV- 120-277 photosensor from stds PCRU-RA (specify luminaire finish and receptacle photosensor voltage) A2 McGraw Edison GLEON-AA-0I-LED-El-T4-R Universal 51 3.669 B1-U0-G1 Dusk to Dawn Specify 2 7,338 102 Beacon VPS 22NB-50 4K-T4-UNV- 120-277 photosensor from stds PCRU-RA (specify luminaire finish and receptacle photosensor voltage) Round Hapoo Straight round aluminum Tube B Specify 6 - - Alternates only if approved by lighting Aluminum Wall Alloy 6063-T6 Powder Coat from stds designer. Pole (for Finish, Mfr N RSA18C5.4. Specify both Al d color. For mounting on 2'-0' AFG A2) Precast concrete base with (4) galvanized steel anchor bolts. B McGraw Edison Impact Elite LED Small Trapezoid- Universal 27 1,998 Integral button Specify 7 1ST-80I-LED-EI-BL3-BZ-P 120-277 photosensor from stds Page 1 13,986 189 Beacon Traverse down -light TRV-D- 24NB-27 4K-T3-UNV-PEC (specify luminaire finish and photosensor voltage) DESCRIPTION MC4rtAW-EDIS0N® c�iorgy The Galleonn" LED luminaire delivers exceptional performance in a highly scalable, low -profile design. Patented, high -efficiency AccuLED Optics'" system provides uniform and energy conscious illumination to walkways, parking lots, roadways, building areas and security lighting applications. IP66 rated and UUcUL Listed for wet locations. SPECIFICATION FEATURES Construction Extruded aluminum driver enclosure thermally isolated from Light Squares for optimal thermal performance. Heavy -wall, die- cast aluminum end caps enclose housing and die-cast aluminum heat sinks. A unique, patent pending interlocking housing and heat sink provides scalability with superior structural rigidity. 3G vibration tested. Optional tool - less hardware available for ease of entry into electrical chamber. Housing is IP66 rated. Optics Choice of 12 patented, high - efficiency AccuLED Optics'" manufactured from injection molded acrylic. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing. AccuLED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K (+/- 275K) CCT and nominal DIMENSIONS POLE MOUNT WALL MOUNT 70 CRI. Optional 6000K CCT and 3000K CCT (80 CRq. Electrical LED drivers are mounted to removable tray assembly for ease of maintenance. 120-277V 50/60Hz, 347V 60Hz or 480V 60Hz operation. Shipped standard with Cooper Lighting proprietary circuit module designed to withstand 10kV of transient line surge. The Galleon LED luminaire is suitable for operation in -40°C to 40°C ambient environments. For applications with ambient temperatures exceeding 40°C, specify the HA (High Ambient) option. Light Squares are IP66 rated. 90% lumen maintenance expected at 60,000 hours. Mounting Extruded aluminum arm includes internal bolt guides allowing for easy positioning of fixture during assembly. Designed for pole or wall mounting. When mounting two or more luminaires at 90° or 1201 apart, the EA extended arm may be required. Refer to the arm mounting requirement table on page 3. For wall mounting, specify wall mount bracket option. 3G vibration rated. Finish Housing finished in Super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Heat sink is powder coated black. Standard colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Consult the McGraw -Edison Architectural Colors brochure for the complete selection. Warranty Five-year warranty. —1 3-15/16" [100mml "A" I 1 21-3/4" 1553mml L_ 6-3/16" [157mml DIMENSION DATA 10-5/32" 21-3/4" 1553mm1 1 7" 1178mml [258mm1 Lu Number of Light Squares "A„ Width "B" Standard Arm Length "B" Optional Arm Length' Weight with Arm (lbs) EPA with Arm' (Sq Ft.) 1-4 15-1/2' (394mm) 7" (178mm) 10" (254mm) 33 (15.0 kgs.) 0.96 5-6 21-5/8' (549min) 7" (178min) 10" (254mm) 44 (20.0 kgs.) 1.00 7-8 27-5/8" (702mm) 7" (178mm) 13" (330mm) 54 (24.5 kgs.) 107 9-10 33-3/4" (857mm) 7" (178mm) 16" (406mm) 63 (28.6 kgs.) 1.12 NOTES: 1. Optional arm length to be used when mountrg two fixtures at 90' on a single pole 2. EPA calculated wah optional arm length 2-7/16" 161MMI GLEON GALLEON LED 1-10 Light Squares Solid State LED AREA/SITE LUMINAIRE Q�I CERTIFICATION DATA UUcUL Wet Location Listed ISO 9001 LM79 / LM80 Compliant 3G Vibration Rated ARRA Compliant DesignLights Consortium® Qualified" IP66 Rated ENERGY DATA Electronic LED Driver >0.9 Power Factor <20%Total Harmonic Distortion 120V-277V 50/60Hz 347V & 480V 60Hz -40'C Min. Temperature 40'C Max. Temperature 50'C Max. Temperature (HA Option) Cooper Lighting i rI ADH120541 by E:TeN *www,designlights.org °��,rr"�° 2013-10-01 09:53:38 GLEON GALLEON LED POWER AND LUMENS BY LIGHT SQUARE COUNT Number of Light Squares 1 2 3 4 5 6 7 6 9 10 Po"r(Wattage) 51 103 154 206 257 309 360 412 463 515 Current @ 120V (A) 0.43 0.86 1.29 1.72 2.15 2.58 3.01 3.44 3.87 4.30 Current to 277V (A) 0.19 0.38 0.57 0.76 0.95 1.14 1.33 1.52 1.71 1.90 Optics TZ Lumens 3,873 8,372 12,245 16,131 19,993 23,493 27,458 31,329 35,095 38,720 BUG Rating B1-U0-G1 B2-UO-G2 B3-UO-G3 B3-UO-G3 B3-UO-G3 B3-UO-G3 84-UO-G4 B4-UO-G4 B4-UO-G4 B4-UO-G4 T3 Lumens 3,858 8,340 12,198 16,069 19,916 23,403 27,353 31,209 34,961 38,572 BUG Rating B1-U0-G1 82-UO-G2 B3-U0-G3 B3-UO-G3 B3-UO-G3 B4-UO-G4 B4-UO-G4 B4-UO-G4 B4-UO-G4 B4-UO-G5 T4 Lumens 3,699 7,995 11,694 15,405 1 19,093 22,436 26,222 1 29,919 33,516 36,978 BUG Rating 61-UO-Gl B1-U0-G2 B2-UO-G2 B2-UO-G3 B3-UO-G3 B3-UO-G4 B3-UO-G4 B3-UO-G4 B3-UO-G5 B3-UO-GS SL2 Lumens 3,795 8,201 11,996 15,803 19,586 23,015 20,899 30,692 34,382 37,933 BUG Rating 81-UO-G1 B2-UO-G2 B2-UO-G2 B2-UO-G2 B3-UO-G3 B3-U0-G3 B3-UO-G4 B3-UO-G4 B3-UO-G4 B3-UO-G4 SL3 Lumens 3,748 8,101 11,849 15,609 19,345 22,732 26,569 30,314 33,959 37,467 BUG Rating B1-U0-G1 Bi-UO-G2 B2-UO-G2 B2-U0-G3 B3-U0-G3 83-UO-G4 83-UO-G4 83-UO-G4 B3-UO-G5 B3-UO-G5 S1.4 Lumens 3,811 8,237 12,048 15,871 19,671 23,115 27,016 30,824 34,530 38,097 BUG Rating 81-UO-G1 B2-UO-G2 132-U0-G2 B3-UO-G3 B3-UO-G4 B3-UO-G4 B3-U0-G4 B3-UO-G5 B3-UO-G5 B3-U0-G5 Lumens 4,070 8,797 12,867 16,951 21,009 24,687 28,853 32,921 36,879 40,68a 5MQ BUG Rating B2-U0-G1 B3-UO-G2 B4-UO-G2 B4-U0-G2 B4-UO-G2 135-U0-G3 B5-UO-G3 85-UO-G4 B5-UO-G4 B5-UO-G4 5WQ Lumens 4,046 1 8,745 12,791 16,850 20,884 24,540 28,681 32,725 36,659 40,446 BUG Rating B3-U0-G1 B3-UO-G2 B4-UO-G2 B4-UO-G3 B5-UO-G3 B5-UO-G3 B5-UO-G4 B5-UO-G4 B5-UO-G4 B5-U0-G4 Lumens 3,947 8,531 12,478 16,437 20,373 23,940 27,979 31,924 36,702 39,456 5XQ BUG Rating B2-UO-GI B3-UO-G3 B4-UO-G3 84-UO-G4 85-UO-G4 B5-UO-G5 B5-U0-G5 B5-UO-G5 B5-UO-G5 B5-U0-G5 RW Lumens 3,867 8,359 12,226 16,106 19,962 23,457 27,415 31,280 35,041 38,660 BUG Rating B2-UO-G2 B3-U0-G3 B3-UO-G3 B3-U0-G3 B4-U0-G4 134-U0-G4 B4-UO-G4 B4-UO-G4 B5-U0-G5 B5-UO-G5 Lumans 3,625 7,835 11,459 15,096 18,710 21,986 25,696 29,319 32,844 36,236 SWSLR BUG Rating B1-U0-G2 B1-U0-G3 I B2-U0-G4 B2-UO-G5 B2-UO-G5 I B3-U0-G5 63-UO-G5 B3-U0-G5 I B3-U0-G5 83-UO-G5 LUMEN MULTIPLIER Ambient Temperature Lumen Multiplier 101C 1.04 1S•C 1.03 25'C 1.00 40•C 0.96 601C 0.92 LUMEN MAINTENANCE Ambient TM-21 Lumen Theoretical L70 Temperature Maintenance (60,000 Hours) (Hours) 251C > 94% > 350,000 401C > 93% > 250,000 501C > 90% > 170,000 LIGHT SQUARE OPERATION WITH 21. BI-LEVEL SWITCHING Number of Light Squares Circuit 1 Circuit 2 1 N/A N/A 2 1 1 3 2 1 4 2 2 5 (120-277V only) 3 2 6 (120-277V only) 3 3 7 4 3 8 4 4 9 5 4 10 (120-277V) 5 5 10 (347-480V) 6 4 Eaton Eaton's Cooper Lighting Business 1000 Eaton Boulevard 1121 Highway 74 South Cooper Lighting Cleveland, OH44122 Peachtree City, GA30269 Specifications and ADH120541 United States P 770-86-4900 dimensions subject to by F:T-N Eaton cum-moperl.ghhng com change without notice 2013-10-01 09:53:38 GLEON GALLEON LED OPTIC ORIENTATION DRILLING PATTERN Street Sid. House Side Street Slds 1I I I \ House Sid. Street Sid. �1! C�1 House Side Standard Optics Rotated Left @ 90e [1-90] Optics ARM MOUNTING REQUIREMENTS Configuration 90' Apart 120' Apart GLEON-AA-01 7" Arm 7' Arm (Standard) (Standard) GLEON-AA-02 7" Arm 7" Arm (Standard) (Standard) GLEON-AA-03 7' Arts 7" Arm (Standard) (Standard) GLEON-AA-04 7" Arm 7' Arm (Standard) (Standard) GLEON-AA-05 10' Extended Ann 7' Ann (Required) (Standard) GLEON-AA-08 10' Extended Ann 7' Arm (Required) (Standard) GLEON-AA-07 13' Extended Arm 13' Extended Arm (Required) (Required) GLEON-AA-08 13" Extended Ann 13' Extended Arm (Required) (Required) GLEON-AA-D9 16' Extended Arm 16' Extended Ann (Required) (Required) GLEON-AA-10 16' Extended Arm 16" Extended Arm (Required) (Required) Rotated Right @ 90e [R91 Triple' Triple' l�J IId dd 1�l�d,l� Irl Biel Eaton Eaton's Cooper Lighting Business 1000 Eaton Boulevard 1121 Highway 74 South Doper Lighting Cleveland, OH 44122 Peachtree City, GA 30269 Specifications and United States P 770A86-4800 dimensions subject to by E:TeN Eaton com-cooperlightng corn lunge without notice TYPE "N" 3/4" [19mm] Diameter 2" Hole [51 mm] 7/8" 122mm] 1-3/4" ["mm] (2) 9/16" 114mm] Diameter Holes 4 @ 90' 2 @ 120' ADH120641 2013-10-01 09:53:38 GLEON GALLEON LED ORDERING INFORMATION Sample Number: GLEON-AA-04-LED-El-T3-GM Product Family' Light Engine Number of LlghtSquares= Lamp Type Voltage Distribution Color Mounting GLEON=Galleon AA=1A, 01=1 LED=Solid State E1=120-277V T2=Type II AP=Grey [Blank] --Arm for Round or UL Class 2 02=2 Light Emitting 347=347V' T3=Type III BZ=Bronze Square Pole 03=3 Diodes 460=48OV' T4=Type IV BK=Black EA --Extended Arm' 04-4 SL2=Type II w/Spill Control DP=Dark Platinum MA -Mast Arm Adapter ' 05=5 SL3=Type III w/Spill Control GM=Graphite Metallic WM=Wall Mount 06=6 SL4=Type IV w/Spill Control WH=White 07=7 5MO=Type V Square Medium 08=8 5W0=Type V Square Wide 094 5X0=Type V Square Extra Wide 10=10 RW=Rectangular Wide SLL=90' Spill Light Eliminator Left SLR=90' Spill Light Eliminator Right Options (Add as Suffix) Accessories (Order Separately) 2L=Two Circuits'•' OA/RA1016=NEMA Photocontrol Multi-Tap-105-285V 7060-70 CRI 6000K OA/RA1027=NEMA Photocontrol - 480V 8030=80 CRI 3000K' OA/RA1201=NEMA Photocontrol - 347V DIM=0-10V Dimming Drivers '•" OA/RA1013=Photocontrol Shorting Cap HA=50'C High Ambient' OA/RA1014=120V Photocontrol L90=Optics Rotated 90' Left MA1252=10kV Surge Module Replacement LCF=Matching Housing and Light Square Frame Color MA1036-XX=Single Tenon Adapter for 2-3/8" O.D. Tenon MS/DIM-LXX=Motion Sensor for Dimming Operation "•" "•" MA1037-XX-2 @ 180' Tenon Adapter for 2-3/8" O.D. Tenon MS/X.LXX=Motion Sensor for On/Off Operation " "•" MA1197-XX=3 @ 120' Tenon Adapter for 2-3/8" O.D. Tenon P=Button Type Photocontrol (120, 208, 240 or 277V) MA11U-XX=4 @ 90' Tenon Adapter for 2-3/8" O.D. Tenon R=NEMA Twistlock Photocontrol Receptacle MA1169-XX=2 @ 90' Tenon Adapter for 2-3/8" O.D. Tenon R90=0ptics Rotated 90' Right MA1190-XX=3 @ 90' Tenon Adapter for 2-3/8" O.D. Tenon TH=Tool-less Door Hardware MA1191-XX=2 @ 120' Tenon Adapter for 2.3/8" O.D. Tenon AMBER -Amber LEDs' MA1038-XX=Single Tenon Adapter for 3-1/2' O.D. Tenon MT=Factory Installed Mesh Top MA1039-XX=2 @ 180' Tenon Adapter for 3-1/2" O.D. Tenon DIMRF-LW=LumaWatt Wireless Sensor, Wide Lane for 8' -16' Mounting Height" MA1192-XX=3 @ 120' Tenon Adapter for 3-1/2" O.D. Tenon DIMRF-LN=LumaWatt Wireless Sensor, Narrow Lens for 16' - 40' Mounting Height" MA1193-XX=4 @ 90' Tenon Adapter for 3-1/2" O.D. Tenon MA1194-XX-2 @ 90' Tenon Adapter for 3-1/2" O.D. Tenon MA1195-XX-3 @ 90' Tenon Adapter for 3-1/2" O.D. Tenon FSIR-100=Wireless Configuration Tool for Occupancy Sensor" GLEON-MT1=Field Installed Mesh Top for 1.4 Light Squares GLEON.MT2=Field Installed Mesh Top for 5-6 Light Squares GLEON-MT3=Field Installed Mesh Top for 7-8 Light Squares GLEON-MT4=FIeld Installed Mesh Top for 9-10 Light Squares Notes: 1. DesignLights Consortium* Qualified. Refer to www designlight..org Qualified Products List under Family Models for details. 2. Standard 4000K CCT and nominal 70 CRI. 3. LumaWstt Wireless Sensors not currently available for 347V or 480V applications 4. May be required when two or mom luminaires are oriented on ■ 90' or 120' drilling pattern. Refer to arm mounting requirement table. 5. Factory Installed. e. Not available with 6 Light Squares in 347V or 480V. 2 Not available with LumsWatt wireless sensors. a. Consult your Cooper Lighting representative for load times and lumen multiplier. a. Not available with 5 or 6 Light Squares in 347V or 460V. 10. Consult your Cooper Lighting representative before ordering DIM with 2L option. 11. Replace XX with mounting height in feet for proper selection, a g., MS/DIM-1-25. 12. 120V or 277V 6UHr and 230V SOW only Replace El with specific voltage Consult factory for availability In 347V and 480V 13. The FSIR-100 accessory Is required to adjust parametem 14. Not available with HA option. 15. Replace X with number of Light Squares operating in low output mods and replace XX with mounting height in feet for proper lens selection, e.g., MS/3-1-25. If LumaWatt wireless sensors are factory installed only requiring network component. RF-EMI, RF-GWI, and RF-ROUT1 In appropriate quantities. See www.cooperlighting for LumaWatt application information 17 This tool enables adjustment of parameters Including high and low modes, sensitivity, time delay, cutoff and more Consult your Cooper Lighting representative for additional details. Eaton Eaton's Cooper Lighting Business 1000 Eaton Boulevard 1121 Highway 74 South Cooper Lighting Cleveland. QH 44122 Peachtree City. GA 30269 Specifications and ADH120541 United States P 770-486.4800 dimensions subject to by F:TeN Eaton com www cooperlighting com change without notice 2013.10-01 09*53:38 DESCRIPTION MCGKAW-EDISONO energy TiOr- The IMPACT Elite family of cutoff wall luminaires is the ideal complement to site design. Incorporating modular LightBART" technology, Impact Elite provides outstanding uniformity and energy -conscious illumination. Combined with a rugged construction, the Impact Elite is the ideal facade and security luminaire for zones surrounding schools, office complexes, apartments, and recreational facilities. UUcUL listed for wet locations. SPECIFICATION FEATURES Construction Heavy -wall, die-cast aluminum housing and removable hinged door frame for precise tolerance control and repeatability. Hinged door inset for clean mating with housing surface and secured via two (2) captive fasteners. Optional tamper resistant TorxT" - head fasteners offer vandal resistant access to the electrical chamber. Optics Choice of six (6) high efficiency, patented AccuLED Optics'" manufactured from injection molded acrylic. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing. BL optics offer backlight control to decrease wall brightness while the optional uplight glow provides soft illumination to highlight architectural surfaces. Offered STANDARD DIMENSIONS standard in 4000°K (+/- 275K) CCT and nominal 70 CRI. Electrical LED drivers mount to die-cast aluminum back casting for optimal heat sinking and operation efficiency. Impact Elite Wall Series LED operates from 120-277V 50/60Hz, 347V 60Hz or 480V 60Hz. Shipped standard with Cooper Lighting proprietary circuit module designed to withstand 10kV of transient line surge. 90% lumen maintenance expected at 60,000 hours. The Impact Elite Wall Series LED luminaire is suitable for operation in -40°C to 40°C ambient environments. LightBARST" feature an IP66 enclosure rating. Optional occupancy sensor with backbox is available. Mounting Gasketed and zinc plated rigid steel %pezoid 7" [ 178mml �16-1/2" [419mm1� �9" [229mm1� STANDARD DIMENSIONS WITH BACK BOX mounting attachment fits directly to 4" J-box or wall with the Impact Elite "Hook-N-Lock" mechanism for quick installation. Secured with two (2) captive corrosion resistant black oxide coated allen head set screws concealed but accessible from bottom of fixture. Finish Cast components finished in a 5 stage super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum, and graphite metallic. RAL and custom color matches available. Consult the McGraw -Edison Architectural Colors brochure for the complete selection. Warranty Five-year warranty. HOOK-N-LOCK MOUNTING [58mml [44mm] g IST IMPACT ELITE LED TRAPEZOID 1 - 2 LightBARs Solid State LED WALL MOUNT LUMINAIRE DISIG NIIGUT S �'� � CONSORTIUM CERTIFICATION DATA UL/cUL Listed LM79 / LM80 Compliant IP66 LightBARS ARRA Compliant ISO 9001 DLC Qualified ENERGY DATA Electronic LED Driver >0.9 Power Factor <20 % Total Harmonic Distortion 120-277V/50 & 60Hz, 347V/60Hz, 480V/60Hz -40•C Minimum Temperature 40•C Ambient Temperature Rating SHIPPING DATA Approximate Net Weight: 18 lbs. i8 kgs.) C00%:R Lighting _ www.cooperlighting.com ADH100154 2013-06-1316:24:09 CI POWER AND LUMENS BY BAR COUNT 1ST IMPACT ELITE LED TRAPEZOID LUMEN MULTIPLIER DISTRIBUTION Number of LightBARs Power [Watts] Current @ 120V (A) Current @ 277V [A] BL2 BL3 BL4 GZW SLR/ SLL 7 LED LIGHTBAR C01 27 0.23 0.13 1,770 1,625 1,720 1,725 1,571 CO2 54 0.46 0.21 3,540 3,249 3A40 3,450 3,142 21 LED LIGHTBAR B01 27 1 0.23 J 0.13 1 2,177 1,998 1 2,115 1 2,122 1,932 B02 51 1 0.43 1 0.20 1 4,354 3,996 1 4,231 1 4,244 3,865 ORDERING INFORMATION Sample Number: IST-002-LED-E7-BL3-GM C rProduct Family 1 Number of 2 2 LampType Distribution 1ST=impact Elite Small LightBARs LED=Solid State Light GZW=Well Grazer Wide Trapezoid 801=11] 21 LED Light BAR Emitting Diodes BL2=Type II w/ Back Light 802=[2]21 LED LightBARs Control C01=[1]7 LED LIghtBAR BL3=Type III w/ Back Light CO2=[2]7 LED LightBARs ic 120-277V F347=347V Control BL4=TypeIV w/Beck Notes.1 DeslgnLlghts" Consortium Qualified Refer to Light Control www.designllghts.org Qualified Products List under Family Models for details. SLL=90 Degree Spill Light 2 Standard 4000K CCT and nominal 70CR1. Eliminator Leh 3 21 LED LightBAR powered at 360mA, 7 LED SLR=90 Degree Spill Light LightBAR powered at 1A Eliminator Right 4 Add as suffix. e Must specify voltage Finish it Only available In 2 bar (B02 or CO2) configurations. Ap=Grey 7 Consult Factory for land times and lumen BZ=Bronze multiplier. e Provides 10% uplight In 2 bar (802 or CO2) BK=Bleek configurations and 20% uptight in 1 bar 0301 or DP=Dark Platinum C01) configurations. e Only available in 2 BAR (1302 or CO2) GM=Graphite Metallic configurations; strastslde LIghtBAR will be wind to WH=White sensor. Time delay factory setting Is 15 minutes. 10 Not available with OSB. 11 Specify 120 or 277V, (0'C) minimum temperature. 12 Consult factory for availability 13 Specify 120 or 277V, 1-20'0 minimum temperature. 14 Order separately. 1e Specify finish (color) In plan of "W. Ambient Temperature Lumen Multiplier t0'C 1.04 15'C 1.03 25'C 1.00 40'C 0.96 LUMEN MAINTENANCE Ambient TM-21 Lumen Theoretical L70 Temperature Maintenance (Hours) (60,000 Hours) 25'C > 94 % > 350,000 40'C > 93% > 250,000 Options a P=Button Type Photocontrol (120V,■ 208,240,or277V) 2L=Two Circultse TR=Tamper Resistant Fasteners 7060=70 CRI/6000K CCT7 5030=80 CRI/3000K CCT7 ULG=Uplight Glows LCF=LIghtBAR Cover Plate Matches Housing Finish OSB=Occupancy sensor standard e with beck box matching housing finish BBB=Emergency LED powerto• 11• 77 peck (UL924 listed) 0' C/32' F standard with back box matching housing finish. CWB=Emergency LED cold 18.12 temperature power pack (UL924 listed) -20' C/4' F standard with back box matching housing finish. Accessories 11 MAI2e4-XX=Thruway Back Box - Impact Elite Trepemldls MA72e3=10kV Circuit Module Replacement Cefe'PER Lighting NOTE: Specifications and dimensions subject to change without notice Visit our web site at www.cooperlighting.com ADH100154 www.cooperlighting.com Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801 2013-06-1316:24:09 2013-06.13 16'06.19 Michael Lawrence Associates Landscape Architects / Site Planning Consultants October 28, 2013 Re; Landscape Cost Estimate for Planting — Super -Temp Realty LLC—New Manufacturing Facility Bowdoin Street —South Burlington, Vermont LARGE EVERGREENS Qu Scientific Name Size Unit Price Sub -total 1 Abies concolor 6-7 ft. $420 $ 420 2 Picea abies 5-6 ft. $337 $ 674 1 Picea glauca 5-6 ft. $337 $ 337 14 Thuja occidentalis `Nigra' 4-5 ft, $115 $1,610 15 46 66 4 5-6 ft. $187 $2,805 8 61 66 " 6-7 ft. $265 $2,120 ! SMALL EVERGREENS 20 Microbiota decussate 3 gal. $ 50 $1,000 4 Picea abies `Acrocona' 6 gal. $200 $ 800 1 Picea glauca `Densata' 5-6 ft. $600 $ 600 2 Picea omorika `Nana' 18-21 in. $250 $ 500 3 Picea pungens `Fat Albert' 5-6 ft. $600 $1,800 2 Picea pungens `Montgomery' 3-4 ft. $570 $1,140 6 Pinus cembra 15 gal. $500 $3,000 3 Pinus leucodermis `Compact Gem' 6 gal. $187 $ 561 1 Pinus strobes `Nana' 6 gal. $187 $ 187 I DECIDUOUS TREES 3 Acer X Freeman `Armstrong 2-2.5 in. $580 $1,740 3 Ginko biloba `Princeton Sentry' 2-2.5 in. $737 $2,211 1 Nyssa sylvatica 2-2.5 in. $650 $ 650 4 Quercus bicolor 2-2.5 in. $580 $2,320 5 Quercus rubra 2-2.5 in. $580 $2,900 TOTAL $27,375 MEMBER I Eight Linden Lane Essex Junction, Vermont, 05452 American Society PH/FAX 802-878-2778 C 802-578-9591 of Landscape Architects mike@mclasla.com Lamoureux a Dickinson Civil Engineers Planners Septic Designers Landscape Architects Land Surveyors July 8, 2013 David S. Marshall, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 RE: Traffic Impact Analysis - Super -Temp Wire Cable Lot 6, ,Meadowland Business Park Dear David, As requested, we have examined the impact of the development of a 35,000 sf manufacturing facility to be located on Lot 6 (Bowdoin Street) of the Meadowland Business Park. Meadowland Business Park accesses onto Hinesburg Road (VT Route 116) approximately %2 mile south of the 1-89 overpass. As we understand the project, 30,000 sf will be constructed initially with an additional 5,000 ft to be constructed in a later phase. The results of the requested analyses are presented in the following sections. Background Traffic Volumes Background traffic volumes were obtained from turning movement counts performed at the intersection of Hinesburg Road and Meadowland Drive by this office in February 2012. A copy of that count is included in Appendix A. Accepted engineering practice is to analyze future traffic conditions using what is called the design hour volume or DHV. The DHV is defined as the 30' highest hour of traffic volumes occurring on an annual basis. In South Burlington, weekday traffic volumes are typically higher during the PM peak hour; thus the DHV typically occurs during that time period. Observed PM peak hour volumes were adjusted to DHV's by utilizing traffic data from VTrans Continuous Traffic Counter D061 located on US Route 2 in Williston; that being the continuous traffic counter located on a similar highway closest to this Project. That data resulted in the observed peak hour turning movements being increased by 18% to calculate design hour volumes. The estimated design hour volumes were also adjusted to a future design year of 2018. Typically this is done using growth factors calculated by VTrans. With the most recent projections by VTrans now forecasting a -4% growth rate on urban highways over the next 20-year period, a zero background growth rate was applied for the purpose of this study. 14 Morse Drive Essex, VT 05452 t: 802.878.4450 f: 802.878.3135 www.LDengineering.com ♦ 25 Years Serving Fellow Vermonters David S. Marshall, P.E. July 8, 2013 Page 2 On the west side of Hinesburg Road directly opposite Meadowland Drive will be located a proposed mixed -use commercial/residential development (Rye Associates). This office recently prepared a traffic impact assessment for that project. Although it is still being designed and permitted, its estimated peak hour volumes have been added to the background traffic volumes calculated above. The resulting "No -Build" design hour volumes are shown in Figure 1. Hinesburg Rd (VT 116) 27 584 21 N tt y y T Rye 32 X F 1711 Meadowland Street D 11 y ie 51 Dr R T 9 287 6 Hinesburg Rd (VT 116) Figure 1 - 2018 No -Build DHV Project -Generated Trips The trip generation of this Project was estimated using trip generation rates (#140 - Manufacturing) published by the Institute of Transportation Engineers (ITE). The weekday peak hour trip generation of a 35,000 sf manufacturing facility is shown in Table 1. Table 1 - Weekday Peak Hour Trips (Vte/hr) AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total 20 6 26 9 17 26 The directional patterns of new project -generated peak hour trips were developed using existing peak hour traffic patterns entering and exiting the Meadowland Business Park at Hinesburg Road. Weekday pm peak hour project -generated trips are shown in Figure 2. The resulting "Build" design hour volumes are shown in Figure 3. N David S. Marshall, P.E. July 8, 2013 Page 3 Hinesburg Rd (VT 116) 0 Rye 0 71 Street D 0 0 �1 0 0 0 7 N y y T F133 Meadowland k 4 Dr 2 0 0 2 Hinesburg Rd (VT 116) Figure 2 - Project Weekday PM Peak Hour Trips Hinesburg Rd (VT 116) 27 32 71 Rye Street D 0 4 11 �1 9 9 584 28 N � y T K 184 1 Meadowland E 0 Dr W 55 T 287 8 Hinesburg Rd (VT 116) Figure 3 - 2018 Build DHV Traffic Congestion Levels of service (LOS) at intersections are determined by the average control delay; measured in seconds per vehicle. The methodology for analyzing LOS is established by the Highway Capacity Manual (HCM)'. At two-way stop control (TWSC) intersections, the overall intersection LOS rating is determined primarily by the delays experienced on the minor street approach(s). Table 2 details the LOS criteria for unsignalized intersections. ' Highway Capacity Manual, Transportation Research Board, 2010 David S. Marshall, P.E. July 8, 2013 Page 4 Table 2 - Unsignalized Intersection LOS Criteria LOS Avg. Delay LOS Avg. Delay A s10 D s35 B s15 E s50 C s25 F >50 It should be noted that TWSC intersections located on high -volume major roadways often experience long delays on the side street left -turn and through movement(s). This is because those movements have the lowest priority, and must yield to the major street traffic (which in turn essentially experiences little or no delay). VTrans' level of service policy at TWSC intersections is to maintain a minimum of LOS D on the side street approach(s). Additionally, the same level of service policy does not set a minimum LOS standard at TWSC intersections having very low side street approach volumes (e.g. driveways). This Project's impact on future levels of service and average delays was analyzed by performing both No -Build and Build capacity analyses, and by comparing the incremental differences between those two analyses. Table 3 presents the results of the intersection capacity analyses. The letter denotes the level of service, and the following number in parentheses represents the corresponding average delay in seconds per vehicle. Detailed capacity analysis output sheets are also included in Appendix B. Table 3 - Hinesburg Rd/Meadowland Dr/Rye Street D Intersection Capacity Analyses Results Approach 2018 PM Peak Hour (DHV) No -Build Build Hinesburg Rd NB LT A (9) A (9) Hinesburg Rd SB LT A (8) A (8) Meadowland Dr WB LT/TH D (25) D (27) Meadowland Dr WB RT B (11) B (11) Street D - Rye EB All D (29) D (31) The above results show that acceptable levels of service will be maintained with this Project. Additionally, we conclude that the peak hour volume warrant for signalizing the VT 116/Meadowland Drive intersection remains unsatisfied by the above levels of service and future peak hour volumes. Traffic Safety The posted speed limit on Hinesburg Road in the immediate vicinity of this Project is 40 mph. Existing available intersection sight distances at both intersections well exceed the AASHTO recommended intersection sight distance of 445 ft for that posted speed limit. The VTrans 2006-2010 High Crash Location Report does not identify any nearby intersections or highway segments as being high crash locations. Additionally, adjacent roadways and intersections in the David S. Marshall, P.E. July 8, 2013 Page 5 immediate vicinity of this Project do not have any inherent deficiencies that would create unsafe traffic conditions. Multi -Modal Connections This Project will utilize existing sidewalks/paths previously constructed along Meadowland Drive and Bowdoin Street by the Meadowland Business Park. Conclusion In conclusion, the foregoing capacity analyses show that this Project will not create adverse traffic congestion or unsafe conditions on adjacent roads and intersections. We thank you for this opportunity to be of assistance. Should you have any questions concerning the above or if additional information is desired, please feel free to contact us. Sincerely, Rogerickinsoon, P.E., PTOE P:\2012\12014\trafrpt lettermpd Appendix A Hinesburg Road / Meadowland Drive Turning Movement Count Lamoureux & Diekinsox( 14 Morse Drive Weather: Clear, 30-40 degrees F Essex, VT 05452 File Name : Meadowtand Dr AM Count Counted By: Gail & Jody Site Code : 12012 Lr lion: VT 116/Meadowtand Drive Start Date : 2/22/2012 Pi,,.sct Number: 12012 Page No : 1 rZrnnna Prin4erl_ P24cannar Vahinlac _ Haaw Trnekc R. Rucac - V7 116 Meadowland Drive J VT 116 Southbound Westbound Northbound Start Time _ _ Left _ Thru A Total__ _ Left I Right I App. Total Thru Ri ht App. Total Int. Total 06:00 AM 18 12 30 1 3 4 45 14 59 93 06:15 AM 20 14 34 1 6 7 54 16 70 111 06:30 AM 33 15 48 1 4 5 74 15 89 142 06:45 AM 44 16 60 2 7 9 76 14 90 159 Total _ 115 57 172 5 20 25 249 59 308 505 07:00 AM 22 23 45 6 21 27 93 8 101 173 07:15 AM 23 32 55 2 7 9 1.Q�... .... 1.7..... 123 187 _ 07:30 AM 25 31 56 1 7 8 153 8 16T - 07:45 AM _ 48 _ - 44 92 2 2 4 167 12 179 275 Total 118 130 248 11 37 48 519 45 564 860 08:00 AM 30 43 73 0 3 3 143 9 152 228 08:15 AM 311301, 37 155 68 �.. J` . - . 810 10 158 0 ` 13 08:30 AM 21 41 62 2 2 4 16"' 3 81 08:45 AM 14 _ 31 45 2 3 5 94 9 103 153 Total 96 152 248 6 16 22 473 34 507 777 09:00 AM 9 26 35 1 6 7 64 4 68 110 09:15 AM 7 47 54 0 2 2 63 1 64 120 09:30 AM 5 39 44 2 4 6 65 0 65 115 09:45 AM _ 13 36 _ 49 0 8 8 61 0 61 118 Total 34 148 182 3 20 23 253 5 258 463 10:00 AM 3 29 32 1 4 5 55 2 57 94 10 15 AM 7 30 37 2 3 5 65 2 67 109 10:30 AM 4 39 43 1 4 5 53 0 53 101 10:45 AM 5 38 43 0 3 3 71 2 73 119 11:00 AM 5 47 52 3 9 12 52 0 52 116 11:15 AM 5 43 48 5 5 10 56 2 58 116 11:30 AM 8 42 50 2 13 15 65 0 65 130 11:45 AM _ 6 40 _ 46 0 _ 20 _ 20 57 _ 0 _ _ 57 123 Total 24 -172 196 10 - 47 57 230 2 232 485 Grand Total 406 795 1201 39 154 193 1968 151 2119 3513 Apprch % 33.8 66.2 20.2 79.8 92.9 7.1 Total % 11.6 22.6 34.2 1.1 _ 4.4 5.5 56 _ 4.3 60.3 Passenger Vehicles 386 763 1149 32 132 164 1937 148 2085 3398 % Passenger vehicles _ 95.1 96 95.7 82.1 85.7 85 _ 98.4 98 98.4 96.7 Heavy Trucks 6 Buses - 20 - 32 - ------ 52 - — 7 --- - 22 - - - 29 31 ---- - 3 - - -- 34 115 % Heavy Trucks 3 Buses 4.9 4 4.3 17.9 14.3 15 1.6 2 1.6 3.3 Lamoureux & Dickinsoi( 14 Morse Drive Weather: Clear, 'In -An degrees F Essex, VT 05452 F'I N Counted By: Gail & Jody U tion: VT 116/Meadowland Drive PI_,-,ct Number: 12012 Peak Hour Analysis From 06:00 AM to 11:45 AM - PE Paak Hour fnr Fntire Intersection Baoins at 07-30 AM le ame Site Code Start Date Page No Meadowland Dr AM Count 12012 2/22/2012 3 07:30 AM 25 31 56 1 7 8 153 8 161 225 07:45 AM 48 44 92 2 2 4 167 12 179 275 08:00 AM 30 43 73 0 3 3 143 9 152 228 08:15 AM 31 _ 37 68 2 8 10 158 13 171 249 Total Volume 134� 155 289 5 20 25 621 42 663 977 % App. Total _ 46.4 _ 53.6 _ _ 20 80 93.7 6.3 PHF 698 .881 785 .625 .625 .625 .930 .808 .926 .888 VT 116 Out In Total 155 131 Left 1 L+ Peak Hour Data ?I po S NO {. Peak Hour ns at 07:30 Aro � o I� Passenger Vehicles He Trucks S Bu%s t N 0.f Tti. Rl ht - 621,i 42 Out In Total Lamoureux & lhckinsor 14 Morse Drive Weather: Clear, 30-40 degrees F Essex, VT 05452 File Name : Meadowland Dr PM Count Counted By: Brian/Bill Site Code : 12012 1 ation: VT 116/Meadowland Dr Start Date : 2/21/2012 I-,.,ject Number: 12012 Page No : 1 Groups Printed- Passenger Vehicles _ Heavy Vehicles & Buses - - - - -- ---- - - VT Route nd 1- Meadowland Drive VT Route 116 Southbound Westbound Northbound Start Time ____ Lefti Tliru j -ApQ Total Left Right _ _ Apt Total,_ -Thru _Rht L -App _Total F__ Int_ Total 12:00 PM 9 54 63 3 34 37 : 48 3 51 151 12:15 PM 25 46 71 2 17 19 ; 42 6 481 138 12:30 PM 14 36 50 3 18 21 1 41 2 43! 114 12:45 PM 20 52 72 0 5 5 54 3 57 ' 134 Total I - - 88 -.. -- 188 - -- - -- 256 - - 8 - - -- 74 -- - - - 82 , -- 185 ..... 14 .. _.. - - - -199 i -- -- 537 01:00 PM ! 21 50 71 i 0 7 71 46 2 48 j 126 01:15 PM 19 45 64 1 6 71 43 1 44 : 115 01:30 PM I 7 43 50 2 10 1211 69 2 71 ! 133 01:45 PM 6 50 56 2 5 ._-...--- - 7-I-- --36 -- --2 - 381 _ _ _ 101 Total 53 188 241 5 28 33 j 194 7 201 . 475 02:00 PM I 10 46 56 3 9 12 52 0 52 120 02,15 PM 16 68 84 1 12 13 56 2 584 155 02:30 PM 14 64 78 10 29 39 40 2 42 I 159 02:45 PNI 11 _ 72 83 5 _ 22 _ _27 47 2 49 159 Total 51 250 3 11 19 - 72 91 ; 195 6 201 593 03:00 PM 8 59 67 5 32 37 66 1 671 171 03:15 PM 10 58 68 8 23 31 63 6 691 168 03:30 PM 10 75 85 6 39 45 50 1 51 j 181 03:45 PM - 10 - - -87 - - - 97 -- - -7 - - 20 - - 27 ---- 7� -- - 711 _ 195 Total I 38 279 317 ; 26 114 140 , 249 9 2581 715 04:00 PM 6 95 101 i 11 39 50 53 0 531 204 04:15 PM 4 81 85 I 7 16 23 56 1 57 ! 165 04:30 PM 4 120 1241 13 60 73 54 1 551 252 04:45 PM 3 110 1131 3 26 29 63 3 66 1 208 Total ---- 17 - - 406 -- - 423 -- 34 ---- 141 - - -175 226 - ---- 5 - ---23Tt----- 829 05:00 PM 7 134 141 19 43 621 53 0 53 1! 256 05:15 PM 4 123 127 8 16 24 63 1 541 215 05:30 PM 1 113 114 2 25 27 53 2 55 ! 196 05:45 PM 4 88 92 2 17 19 43 1 441 155 Total - 16- 458..... - - 474 _ ....-- 31....- - 101...... - 132 ---- 212.....- - 4 .. -... -.. _ 216 j - - 822 Grand Total, 243 1769 20121 123 530 653 1261 45 1306 3971 Apprch % 12.1 87.9 18.8 81.2 96.6 3.4 Total % 6.1 44.5 50.7 _ 3.1 _ 13.3 16.4 31.8 1_1 32.9' Passenger Vehicles 219 1741 1960 122 510 - 632 1215 41 12561 3848 % Passenger Vehicles 90.1 98.4 97.4 99.2 96.2 96.8 96.4 91.1 96.2 96.9 Heavy VehUesBBuses --- 24 - - 2ti --52 - _ 1 ___.----20.................-- 21 - 46 --- --4 - 501 123 % Heavy Vehicles & Buses 9.9 1.6 2.61 0.8 3.8 3.2 3.6 8.9 3.81 3.1 Weather: Clear, 30-40 degrees F Counted By: Brian/Bill I ition: VT 116/Meadowland Dr Pivject Number: 12012 Lamoureux & Dickinsoi( 14 Morse Drive Essex, VT 05452 File Name Site Code Start Date Page No Meadowland Dr PM Count 12012 :2/21/2012 :3 -owl an d_D_r_iv_ej_V_T_Route '11_6'' Southbound I Westbound Northbound Start Time I Left I Total I Total Total tnt. Total] B101L.__Apt Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of I Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 1 4 120 1241 13 60 73 54 1 55; 252 04:45 PM 3 110 113; 3 26 29 63 3 66 208 05:00 PM 7 134 141 1 19 43 62 53 0 531 256 05:15 PM 4 123 1271, 8 16 24 63 1 215 Total Volume 1 18 487 43 145 188 ____233 5 238 931 % App. Total 1 3.6 96.4 1 22.9 77.1 97.9 2.1 ��6. .604 .6j PHF 1 .643 .909 .895 4 .925 .417 VT RotAe 116 In Total _Out 781 �883J Thru Left Peak Hour Data .0 North F1 1 L f Peak _H' —ou-r 'B'- e- '61- 4 at 04:30 PM Passenger Vehides _j 0 L71j- r► Tiwu _BIRM 51 out In Total I VT Rotee 116 Appendix B Hinesburg Road / Meadowland Drive Intersection Capacity Analyses HCS+: ( signalized Intersections Rel( a 5.6 TWO-WAY STOP CONTROL SUMMARY Analyst: R. Dickinson Agency/Co.: Date Performed: 5/21/2013 Analysis Time Period: PM DHV Intersection: Jurisdiction: South Burlington Units: U. S. Customary Analysis Year: 2018 Build Project ID: 12014 East/West Street: Meadowland Dr/Street D North/South Street: VT Route 116 Intersection Orientation: NS Study period (hrs): 1.00 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R I L T R Volume 9 287 8 28 584 27 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 9 287 8 28 584 27 Percent Heavy Vehicles 0 -- -- 5 Median Type/Storage Undivided / RT Channelized? No Lanes 0 1 1 1 1 0 Configuration LT R L TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R I L T R Volume 55 0 184 32 0 11 Peak Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 55 0 184 32 0 11 Percent Heavy Vehicles 5 0 5 0 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / No / Lanes 0 1 1 0 1 0 Configuration LT R LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 10 11 12 Lane Config LT L LT R I LTR v (vph) 9 28 55 184 43 C(m) (vph) 978 1249 221 745 183 v/c 0.01 0.02 0.25 0.25 0.23 95% queue length 0.03 0.07 0.98 0.98 0.91 Control Delay 8.7 7.9 26.7 11.4 30.7 LOS A A D B D Approach Delay 14.9 30.7 Approach LOS B D HCS+: ( signalized Intersections Rel( a 5.6 TWO-WAY STOP CONTROL SUMMARY Analyst: R. Dickinson Agency/Co.: Date Performed: 5/21/2013 Analysis Time Period: PM DHV Intersection: Jurisdiction: South Burlington Units: U. S. Customary Analysis Year: 2018 No -Build Project ID: 12014 East/West Street: Meadowland Dr/Street D North/South Street: VT Route 116 Intersection Orientation: NS Study period (hrs): 1.00 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 9 287 6 21 584 27 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 9 287 6 21 584 27 Percent Heavy Vehicles 0 -- -- 5 -- -- Median Type/Storage Undivided / RT Channelized? No Lanes 0 1 1 1 1 0 Configuration LT R L TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 51 0 171 32 0 11 Peak Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 51 0 171 32 0 11 Percent Heavy Vehicles 5 0 5 0 0 0 Percent Grade M 0 0 Flared Approach: Exists?/Storage / No / Lanes 0 1 1 0 1 0 Configuration LT R LTR Approach Movement Lane Config v (vph) C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS Delay, Queue Length, and Level of Service NB SB Westbound Eastbound 1 4 7 8 9 10 11 LT L LT R LTR 9 21 51 171 43 978 1252 227 745 194 0.01 0.02 0.22 0.23 0.22 0.03 0.05 0.86 0.89 0.84 8.7 7.9 25.4 11.3 28.8 A A D B D 14.5 28.8 B D 12 ACT 250 NOTICE MINOR APPLICATION #4C1005-3A 10 V.S.A. §§ 6001 - 6093 On August 29, 2013, Super Temp Realty, LLC, c/o Super Temp Wire & Cable, 113 Elm Street, Winooski, VT 05404 filed application #4C1005-3A for a project generally described as the construction of stormwater management facilities for a future building on Lot #6 of the Meadowland Business Park. The project is located at 104 Bowdoin Street in South Burlington, Vermont. The District #4 Environmental Commission is reviewing this application under Act 250 Rule 51 -- Minor Applications. Copies of the application and proposed permit are available for review at the South Burlington Town Office, Chittenden County Office, and the office listed below. The application and a draft permit may also be viewed on the Natural Resources Board's web site (www.nrb.state.vt.us/Iup) by clicking on "Act 250 Database" and entering the project number "4C1005-3K. No hearing will be held and a permit may be issued unless, on or before October 8, 2013, a person notifies the Commission of an issue or issues requiring the presentation of evidence at a hearing or the Commission sets the matter for hearing on its own motion. Any hearing request must be in writing to the address below, must state the criteria or subcriteria at issue, why a hearing is required and what additional evidence will be presented at the hearing. Any hearing request by an adjoining property owner or other interested person must include a petition for party status. Prior to submitting a request for a hearing, please contact the district coordinator at the telephone number listed below for more information. Prior to convening a hearing, the Commission must determine that substantive issues requiring a hearing have been raised. Findings of Fact and Conclusions of Law will not be prepared unless the Commission holds a public hearing. If you feel that any of the District Commission members listed on the attached Certificate of Service under "For Your Information" may have a conflict of interest, or if there is any other reason a member should be disqualified from sitting on this case, please contact the district coordinator as soon as possible, no later than prior to the response date listed above. Should a hearing be held on this project and you have a disability for which you are going to need accommodation, please notify us by October 8, 2013. Parties entitled to participate are the Municipality, the Municipal Planning Commission, the Regional Planning Commission, affected state agencies, and adjoining property owners and other persons to the extent they have a particularized interest that may be affected by the proposed project under the 10 criteria. Non-party participants may also be allowed under 10 V.S.A. Section 6085(c)(5). Dated at E=s�SW Junctio , Vermont this eday of September, 2013. By: Petef E. Keibel District#4 Coordinator Natural Resources Board 111 West Street Essex Jct., VT 05452 802-879-5658 Peter. KeibelCc-)-state.vt. us w:\nrb\dist4\projects\4c1001-4c1250\4c1005\4c1005-3\4c1005-3a\4c1005-3a not.docx This is a PROPOSED permit; please submit any written comments to Peter E. Keibel, District #4 Commission, 111 West Street, Essex Jct., VT 05452 by October 1, 2013. A permit will NOT be issued until the District Commission receives and reviews the following information: 1. Construction General Permit issued by the ANR-DEC Watershed Management Division. 2. Reissued Stormwater Discharge Permit issued by the ANR-DEC,Watershed Management Division AMENDMENT CASE NO: 4C1005-3A 'LAWS/REGULATIONS INVOLVED Super Temp Realty, LLC 10 V.S.A. §§ 6(3 f7 6093 (Act 250) c/o Super Temp Wire & Cable, 133 Elm Street Winooski, VT 05404 District Environmental Commission #4 he# i�s�sues Land Usk mit Amendment #4C1005- 3A, pursuant to the authority vested in it b'y , § 6001-6(t', 'This permit amendment applies to the lands identified in Book 755, qg '' a land rords of the City of South Burlington, Vermont, as the subject of a deed( SqP ;11 ;pslty, LLC. ;j; This permit specifically aptI14 he construct' d � of stormvoter management facilities for a future building on Lot O,bf the owland Bu ess Park. The Project is located at 104 Bowdoin Street in Sc�U,t�urlingto/ermont. ? The Project is a materiainge nitted development or subdivision and thus requires a permit amendr�',ryi,pursuant`tpct 1. The`'ermitt66;) rd its asl� s and successors in interest, is obligated by this permit to , c6mplete, ope41� i d mai ;I ithp project as approved by the District Commission in 6��prdance with tf rollowing iditions. 2. Thijrp),ect shall be i pleted, operated and maintained in accordance with: the condit%o oz of this per , and the permit application, plans, and exhibits on file with the District EhMinnment Commission and other material representations. 4t The approv&,oare: Sheet C1.0 - "Stie Grading Plan, Super Temp Realty, LLC" dated Aug 2013 (Exhibit #X); Sheet C2.0 - "Erosion Control Plan, Super Temp Realty, LLC" dated Aug 2013 (Exhibit #X); and Sheet C2.1 - "Erosion Control details and Specifications, Super Temp Realty, LLC" dated Aug 2013 (Exhibit #X). 3. 'All conditions of Land Use Permit #4C1005 and amendments are in full force and effect except as further amended herein. Page 2of5 Land Use Permit #4C1005-3A 4. The Permittee shall comply with all- of the conditions of the following Agency of Natural Resources Permits: a. Authorization of Notice of Intent #X-9020 under Construction General Permit #3-9020 issued on (date) by the ANR Watershed Management Division; b. Stormwater Discharge General Permit #1-1269.R, reissued on date by the ANR Watershed Management Division. 5. Any nonmaterial changes to the permits listed in the precedin illiftitdition shall be automatically incorporated herein upon issuance by the A y of Natural Resources. 6. Representatives of the State of Vermont shall have ac= a property covered by this permit, at reasonable times, for the purpose of ae rtaini ` mpliance with Vermont environmental and health statutes and r la lions and�kt }his permit. $ qr, 1 7. A copy of this permit and plans shall be on th to at all times throudi� the construction process. i,� '�,I. r �4 ��: 8. No change shall be made to the design, oper or u16f, this project wi�M tut a permit amendment issued by the District Commission �l ,,,,�Adictibnal opinion from the District Coordinator that a permit is not required. 9; No further subdivision, alteration,! I r developments tract/tracts of land approved herein shall be permitte� ame ttf issued by the District * .Commission or a jurisdictional opini frtgermit i,,strict COoVnator that a permit is not required. i4 i.s mi 10. Pursuant to 10 V.S,&166 05(c), the Di ti8t Commis ion may at any time require that the permit hold, r,. file an atvitfacertifyingithat the project is in compliance with the terms 1 � of this permitii i !,, ;i 11. The conditions of td i erTJ the land u bs permitted herein shall run with the land and are,; ingmg ul e �inst the Permittee and their successors and ,;,.�;, ' as`�ioft 12. ..1 -e Permittee sii poly ai{�tain water and/or other agents approved by the ershed Managl nt Divi in the Project's Erosion Prevention and Control Plan onll;foadways or Ji . �rbed a eas within the project during construction and until pavri� pt and/or veg,4tion is fully established to control dust. 13. lmmediat�lr-�mpon init�afl roadway clearing, a stabilized construction entrance must be installed aril mlimaintained intgAed as shown on Sheets C2.0 and 2.1 (Exhibits #X and #X) at the intersection of t! ccess drive and Bowdoin Road. At a minimum, this entrance must be constructed anin accordance with the specifications as described in the Department of Environmental Conservation's Low Risk Site Handbook for Erosion Prevention and Sediment Control (2006). No further clearing or construction beyond the stabilized construction entrance may occur until the stabilized construction entrance is complete. 14. There shall be no floor drains installed at the Project without first acquiring the required Underground Injection Control Permit from the ANR Wastewater Management Division. Page 3 of 5 Land Use Permit #4C1005-3A 15. The Permittee shall comply with Exhibits #X and #X (Sheets C2.0 and 2.1) for erosion prevention and sediment control. The Permittee shall prevent the transport of any sediment beyond that area necessary for construction approved herein. All erosion prevention and sediment control devices shall be periodically cleaned, replaced and maintained until vegetation is permanently established on all slopes and disturbed areas. 16. All mulch, siltation dams, water bars and other temporary devices shall be installed immediately upon grading and shall be maintained until all road are permanently surfaced and all permanent vegetation is established on all sl b1pnd disturbed areas. Topsoil stockpiles shall have the exposed earth completel �Iched and have siltation checks around the base.illi 17. All areas of disturbance must have temporary or perrrtent s41' ation within 14 days of the initial disturbance. After this time, any disturqIanc�,in the ar ust be stabilized at the end of each work day. The following exceppAs' apply: i) Stabili l 10� is not required if work is to continue in the area within the n A 24 hours and there is i Iprecipitation forecast for the next 24 hours. ii) Stabilizgtld not red ' ed if the work il#; d,rring in a self-contained excavation (i.e. no outlet) with th of�ir�,et or greater ( house foundation excavation, utility trenches). 18. All disturbed areas of the site s" , be stabilized, se 1, and mulched immediately upon completion of final grading. All di$ r areas not inly% , in winter construction shall be mulched and seeded before O,etween the p gg''of October 15 to April 15, all earth disturbing work shall co orm'i e ,`Requireoients for Winter Construction" standards and specific bons � i�he� , int of Environmental Conservation's Low R'A( Site Handbo rp rosiotn R ention and Sediment Control (2006)., 5 19. The Comm issibili'�reservesiOp right to revibw erosion prevention and sediment control and to evaluate E'fnpos additional condj ions with respect to erosion prevention and sediment control a§IId enary. f �41p 20. Priori t'm ri�Rtjon of'�roved i1vFkthe Permittee shall: a clear) delineate the PP ) Y construction fi 'i s ith fldg leg or snowfencing; b) place diversion ditches on the uphill lilts of the constr`#tlpn areal^ iOit;) place temporary siltation controls on the downhill limits of constructiorj;7�;, 21. In addition to conformii6ce with all erosion prevention and sediment control conditions, the Perm`oeuse, permit or allow the discharge of waste material into any surface W.M§fp. ,,;Com'tiance with the requirements of this condition does not absolve the Permittee frdij� liance with 10 V.S.A. (§§ 1250-1284) Chapter 47, Vermont's Water Pollution Cont' aw. 22. The Permittee shall maintain an undisturbed, naturally vegetated, unmowed 50-foot buffer from the edge of wetlands and any disturbed areas. Snowplowing or storage of materials within this buffer is prohibited. 23. Any extracted stumps shall be disposed of on -site above the seasonal high water table and not in any wetland, or at a State approved landfill, so as to prevent groundwater pollution. Page 4 of 5 Land Use Permit #4C1005-3A 24. No exterior light fixtures or signage has been proposed or approved by this permit amendment. 25. The Permittee shall provide each prospective purchaser of any interest in this Project a copy of the Land Use Permit, Amendments and the Findings of Fact; stormwater permits and wastewater permits before any written contract of sale is entered into. 26. Pursuant to 10 V.S.A. § 6090(b)(1) this permit amendment is hereby issued for an indefinite term, as long as there is compliance with the conditigtlsherein. Notwithstanding any other provision herein, this permit shal #� ,ire three years from the date of issuance if the Permittee has not commenced co ction and made substantial progress toward completion within the three year periol xdance with 10 V.S.A. § 6091(b). 27. All site work and construction shall be complete (IAii cdrdance withl; a approved plans by October 31, 2016, unless an extension of ,Ji date is approved iri" ng by the Commission. Such requests to extend muse4 filed prior to the deadlm�ilpi approval may be granted without public hearing. 28. The Permittee shall file a Certificate of Actual C t ion hosts, on forms available from the Natural Resources Board, pursuant to 10� § 6083a(g) within one month after construction has been subs Ily completed years from the date of this permit, whichever shall occur first. r tion for extene f t" for good cause shown may be made to the District , - . If actual ruction costs exceed the original estimate, a supplemental fe ase I co uction costs must be paid at the time of certification in accordance th fe 't5l idle in effect at the time of application. Upon,go4o the Permitte ,gull provid Idocuments or other information necessary to s tanti MIJ certificatioht, Pursuant o existing law, failure to file the certification pt,, . an su 6mental fee a constitutes rounds for permit revocation. �Y, Y � � ?, 9 The certificate of td�141' tual co truction costs �any supplemental fee (by check payable to the "State of Ve=�s�j ailed �pl .Natural Resources Board,•National Life Recofd i � r BuNation JoWe, Montpelier, VT 05620-3201; Attention: 29. $i4lure to comply�'I all of'tf tPd ve conditions may be grounds for permit revocation t Want to 10 V.S' 6027(3 3 +` fi day of , 2013. By Marcy Harding, Vice Chair District #4 Commission �Fr4�Sj , Any party may file a motion to alter with the DistrigtjdAmmissidn within 15 daysAdVhe date of this decision, pursuant to Act 250 Rule 31(A). Any appeal of this decision must be filed with the Superiors rt, Environmental Division within 30 days of the date the decision was isd pursuant to 10' Chapter 220. The Notice of Appeal must comply with the Vermont R Environmenta rt Ptoceedings (VRECP). The appellant must file with the Notice ofh� s ; ntry fee req d'by 32 V.S.A. § 1431 and the 5% surcharge required by 32 V.S.A. § 14i34a ) � high, is $262 tb as of January 2011. The appellant must also National Life Records accordance with Rulq; (4)(B) Decisions on minor applidi commission. PIS ote tf § 8504(k). j„j- "Oil, For adi ibonal informatioA Page 5of5 Land Use Permit #4C1005-3A Dated at Essex Junction, Vermont, this Members participating in this decision: Parker Riehle Monique Gilbert � ', Flit ;opy of the N ti , of Appe� the Natural Resources Board, ill I g, Montpeli , VT 0562©-3201, and on other parties in e Vermont les for Environmental Court Proceedings. C it{€. I—apealed ly if a hearing was held by the district re �fliitations on the right to appeal. See 10 V.S.A. ing a ohs, see the Court's website at: I/GTC/ �vironmental/default.aspx or call (802) 828-1660 Court's mdilliO , address is: SO perior Court, Environmental Division, 2418 Airport Road, Barre, VT 056:+.701. :z w:\nrb\dist4\projects\4�!i,1-4c1250\4c1005\4c1005-3\4c1005-3a\4c1005-3a pmt.docx , The Suite 1, CERTIFICATE OF SERVICE I hereby certify on this 41h day of September, 2013, a copy of the foregoing ACT 250 Notice MINOR Application #4C1005-3A, was sent by U.S. mail, postage prepaid to the following individuals without email addresses and by email to the individuals with email addresses listed. notify our office of any email address chanties. All email replies should be sent to n rb-act250essex(cD state. vt. us Please note you can now fill out and submit the Act 250 survey online at: http://permits. yermont.Qoy/act250-survey instead of printing and mailing the attached pdf version. Super -Temp Realty, LLC c/o Peter Kenny 133 Elm Street Winooski, VT 05404 Pete .super-temp.com David Marshall, PE Civil Engineering Associates, Inc 10 Mansfield View Lane South Burlington, VT 05403 dmarshallOcea-vt.com Donna Kinville, City Clerk Chair, City Council Chair, City Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Charlie Baker, Executive Director Regina Mahony, Senior Planner Chittpnden County Reg. Plan. Commission 110 West Canal Street, Suite 202 Winooski, VT 05404 cbake raccrpcvt. org rmahonv a)ccrocvt.org Elizabeth Lord, Land Use Attorney Agency of Natural Resources 103 South Main St: - Center Bldg., 3rd Floor Waterbury, VT 05671-0301 anr.act250 state.vt.us Mike Kundrath Vt. Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 michael.kundrathastate.vt.us Craig Keller Utilities & Permits/VTrans One National Life Drive, Drawer 33 Montpelier, VT 05633 craig; kellerO-state.vt. us Louise Waterman/Kyle Davis Vt. Agency of Agri, Food & Markets 116 State Street, Drawer 20 Montpelier, VT 05620-2901 Iouise.watermanCcD-state.vt.us kvle.davisi'aDstate.vt. us Division for Historic Preservation National Life Building, Drawer 20 Montpelier, VT 05620 scott.dillon()-state.vt. us devin.colman(Mstate.vt.us is mes.duQQan(cDstate.vt. us NRCS, District Conservationist USDA Soils Conservation Service 1193 S. Brownell Road, Suite 35 Williston, VT 05495-7416 iohn.thur-good0vt. usda.gov White River NRCD Office 617 Comstock Road, Suite 1 Berlin, VT 05602 whiterivernrcd(aDQmail.com County Forester/ANR 111 West Street Essex Junction, VT 05452 Keith. thompsonestate.vt.us Patty Malenfant/ANR Dept. of Fish & Wildlife 5 Perry Street, Suite 40 Barre, VT 05641-4266 Patty. malenfant(Mstate.vt.us John Gobeille/ANR Dept of Fish & Wildlife 111 West Street Essex Jct., VT 05452 John. Gobeille(cDstate.vt. us Amy.Alferie@state.vt.us Dated at Essex Junction, Vermont, this 4th day of SeptembA9-5614 /s/ Barbara J. Cady A/' Administrative Secretary Seven Days/Classified Ad Section c/o Ashley Brunelle 255 South Champlain St., PO Box 1164 Burlington, VT 05402 classifieds(cDsevendaysvt.com Green Mountain Power Corporation 163 Acorn Lane Colchester, VT 05446 alienna.greenmountainpower.com Brian Gray Vermont Gas Systems PO Box 467 Burlington, VT 05402 baray_(a-vermontgas.com Dan Gaherty Efficiency Vermont 255 South Champlain Street Burlington, VT 0540 dgaherty veic.ora Michael Barsotti, Water Quality Director Champlain Water District 403 Queen City Park Road South Burlington, VT 05403 FOR YOUR INFORMATION District #4 Environmental Commission Marcy Harding, Vice Chair Parker Riehle/Monique Gilbert 111 West Street Essex Junction, VT 05452 ADJOINING LANDOWNERS On File at District Commission Office W:\NRB\ADMIN\CS\4C1005-3A csMinorNotice.docx r _ ` Page 1 of 2 ray From: Tom Dipietro Sent: Monday, August 12, 2013 1:29 PM To: Justin Rabidoux Subject: RE: Comments on Super Temp Wire and Cable, Inc application at 104 Bowdoin Street Follow Up Flag: Follow up Flag Status: Green Please update comment #5 as follows: 5. Where does water flow once it exits the pond outlet structure and DMH#1? Will it flow to CB#36, located on Bowdoin Street? Assuming it does, will the drainage infrastructure under Bowdoin street and downstream to Potash Brook be able to convey runoff from the site during the 25-year, 24-hour storm event without surcharging? Thomas J. DiPietro Jr. Deputy Director Department of Public Works City of South Burlington Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely 10 be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. lf'you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Tom Dipietro Sent: Monday, August 12, 2013 1:10 PM To: Justin Rabidoux Orabidoux@sburl.com) Subject: Comments on Super Temp Wire and Cable, Inc application at 104 Bowdoin Street Justin, I reviewed the plans for the New Manufacturing Facility located at 104 Bowdoin Street and developed by Civil Engineering Associates dated April, 2006 and last updated on 6/29/07. The plans are labeled sketch plan. I would like to offer the following review comments: 1. If the project will disturb greater than 1 acre of land it will require a construction stormwater permit (3- 9020 or individual permit) from the State of Vermont DEC Stormwater Division. 2. If the project will create greater than 1 acre of impervious area it will require a stormwater permit (3- 9015 or individual permit) from the State of Vermont DEC Stormwater Division. Also, this lot may be covered under an existing State issued stormwater permit (1-1269). If so, this permit will contain requirements related to management of stormwater runoff. 3. There is a snow storage area indicated to the west of the proposed building. How will snow be plowed to this location without driving on the grass? 4. In a future submission the application should provide more information on the pond outlet structure. 5. Where does water flow once it exits the pond outlet structure and DMH#1? Will it flow to CB#36, located 9/11/2013 ( - ( Page 2 of 2 on Bowdoin Street? 6. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance structures on -site. 7. The final decision should require that final hydrologic modeling be submitted to the Department of Public Works so that this information can be included in the City's watershed model for Potash Brook. Thank you for the opportunity to comment. -Tom Thomas J. DiPietro Jr. Deputy Director Department of Public Works 104 Landfill Road South Burlington, VT 05403 Phone: (802) 658-7961 x108 Email: TdiPietro ta7-sburl.com Web Site: www.sburl.com Twitter: @SBPubWorks Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. lfyou have received this message in error, please notify us immediately by return email. Thank you for your cooperation. 9/11/2013 006 1 south PLANNING & ZONING Permit Number (office use only) APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) Super -Temp Realty Company, Inc., 133 Elm Street, PO Box 277, Winooski, VT 05404 Phone 655-4211 Fax 655-2613 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Vol. 755 Pg. 158-160 3) APPLICANT (Name, mailing address, phone and fax #) same as above. 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) David Marshall, Civil Engineering Associates, Inc., 10 Mansfield View Lane, South Burlington VT 05403 Phone 802-864-2323 Fax 802-864-2271 5a) CONTACT EMAIL ADDRESS 6) PROJECT STREET ADDRESS: 104 Bowdoin Street 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 02517-00104 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): New wire & cable manufacturing facilily b) Existing Uses on Property (including description and size of each separate use) Undeveloped Commercial Lot 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com ri c) Proposed Uses on property (include description and size of each new use and existing uses to remain) New wire & cable manufacturing facility 27,500sf d) Total building square footage on property (proposed buildings and existing buildings to remain) 27, 500sf e) Proposed height of building (if applicable) Single floor structure with a 26.6' height and one 20' x 125' high bay section with a height of 42.5' f) Number of residential units (if applicable, new units and existing units to remain) None g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Hinesburg Road North VPZ and approach cone 9) LOT COVERAGE a) Building: Existing 0% Proposed 19% b) Overall (building, parking, outside storage, etc) Existing 0.4% Proposed 42% c) Front yard (along each street) Existing 8% Proposed 20% 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) 20' wide Recreation Path Easement 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Sewer — The project will be served by the existing 8" PVC service line connected to the gravity sewer main on Bowdoin Street. Water — The existing 8" service stub to the 8" water main on Bowdoin Street will be used. Stormwater — The State Stormwater permit limits lot coverage to no more than 50% and requires that water quality treatment be provided on site prior to discharge to the existing stormwater management system. This will be achieved with the proposed treatment facility with the discharge connected to the existing 15" HDPE located in the northwest corner of the property. Power & Communications — The electrical transformer and communications pedestals are currently located in the southwest corner of the property and were designed to provide ready service to Lot 6. Future Expansion - The site has been designed to enable expansion of the proposed building in the easterly direction without exceeding the maximum 50% lot coverage required in the 1/0 District (or State Stormwater Permit). Waivers — Height waiver for single high bay section, necessary for special equipment. Sketch Plan Application Form Rev. 12-2010 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). 13) ESTIMATED PROJECT COMPLETION DATE 14) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. C b I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. .f SIGNATUI SIGNATURE OF Do not write below this line DATE OF SUBMISSION: I I have reviewed this sketch plan application and find it to be: IY_I Complete ❑ Incomplete Administrative Officer The applicant orpermittee retains the obligation to identify, applyfor, and obtain relevant statepermits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev. 12-2010 L� Lamoureux Et Dickinson July 8, 2013 Civil Engineers Planners Septic Designers Landscape Architects Land Surveyors David S. Marshall, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 RE: Traffic Impact Analysis - Super -Temp Wire Cable Lot 6, Meadowland Business Park Dear David, R, ., LIVED JUL 9 Z01" CEA, Inc. As requested, we have examined the impact of the development of a 35,000 sf manufacturing facility to be located on Lot 6 (Bowdoin Street) of the Meadowland Business Park. Meadowland Business Park accesses onto Hinesburg Road (VT Route 116) approximately'/2 mile south of the 1-89 overpass. As we understand the project, 30,000 sf will be constructed initially with an additional 5,000 ft to be constructed in a later phase. The results of the requested analyses are presented in the following sections. Background Traffic Volumes Background traffic volumes were obtained from turning movement counts performed at the intersection of Hinesburg Road and Meadowland Drive by this office in February 2012. A copy of that count is included in Appendix A. Accepted engineering practice is to analyze future traffic conditions using what is called the design hour volume or DHV. The DHV is defined as the 30`h highest hour of traffic volumes occurring on an annual basis. In South Burlington, weekday traffic volumes are typically higher during the PM peak hour; thus the DHV typically occurs during that time period. Observed PM peak hour volumes were adjusted to DHV's by utilizing traffic data from VTrans Continuous Traffic Counter D061 located on US Route 2 in Williston; that being the continuous traffic counter located on a similar highway closest to this Project. That data resulted in the observed peak hour turning movements being increased by 18% to calculate design hour volumes. The estimated design hour volumes were also adjusted to a future design year of 2018. Typically this is done using growth factors calculated by VTrans. With the most recent projections by VTrans now forecasting a -4% growth rate on urban highways over the next 20-year period, a zero background growth rate was applied for the purpose of this study. 14 Morse Drive Essex, VT 05452 t: 802.878.4450 f: 802.878.3135 www.LDengineering.com ♦ 25 Years Serving Fellow Vermonters David S. Marshall, P.E. July 8, 2013 Page 2 On the west side of Hinesburg Road directly opposite Meadowland Drive will be located a proposed mixed -use commercial/residential development (Rye Associates). This office recently prepared a traffic impact assessment for that project. Although it is still being designed and permitted, its estimated peak hour volumes have been added to the background traffic volumes calculated above. The resulting "No -Build" design hour volumes are shown in Figure 1. Hinesburg Rd (VT 116) 27 584 21 N Rye 32 71 R 171 Meadowland Street D 0 y D Dr 51 1 7 R T 71 9 287 6 Hinesburg Rd (VT 116) Figure 1 - 2018 No -Build DHV Project -Generated Trips The trip generation of this Project was estimated using trip generation rates (#140 - Manufacturing) published by the Institute of Transportation Engineers (ITE). The weekday peak hour trip generation of a 35,000 sf manufacturing facility is shown in Table 1. Table 1 - Weekday Peak Hour Trips (vte/hr) AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total 20 6 26 9 17 26 The directional patterns of new project -generated peak hour trips were developed using existing peak hour traffic patterns entering and exiting the Meadowland Business Park at Hinesburg Road. Weekday pm peak hour project -generated trips are shown in Figure 2. The resulting "Build" design hour volumes are shown in Figure 3. David S. Marshall, P.E. July 8, 2013 Page 3 Hinesburg Rd (VT 116) 0 Rye 0 0 4 Street D 0 y R 0 0 7 N y y T R 13 Meadowland E 0 le 4 Dr T 0 2 Hinesburg Rd (VT 116) Figure 2 - Project Weekday PM Peak Hour Trips Hinesburg Rd (VT 116) 27 584 28 N 32 71 K 184 Rye 1 Meadowland Street D 0 4 E 0 Dr 11 IC 55 R T 71 79 287 8 Hinesburg Rd (VT 116) Figure 3 - 2018 Build DHV Traffic Congestion Levels of service (LOS) at intersections are determined by the average control delay; measured in seconds per vehicle. The methodology for analyzing LOS is established by the Highway Capacity Manual (HCM)'. At two-way stop control (TWSC) intersections, the overall intersection LOS rating is determined primarily by the delays experienced on the minor street approach(s). Table 2 details the LOS criteria for unsignalized intersections. Highway Capacity Manual, Transportation Research Board, 2010 l David S. Marshall, P.E. July 8, 2013 Page 4 Table 2 - Unsignalized Intersection LOS Criteria LOS Avg. Delay LOS Avg. Delay A <10 D <35 B <15 E <50 C <25 F >50 It should be noted that TWSC intersections located on high -volume major roadways often experience long delays on the side street left -turn and through movement(s). This is because those movements have the lowest priority, and must yield to the major street traffic (which in turn essentially experiences little or no delay). VTrans' level of service policy at TWSC intersections is to maintain a minimum of LOS D on the side street approach(s). Additionally, the same level of service policy does not set a minimum LOS standard at TWSC intersections having very low side street approach volumes (e.g. driveways). This Project's impact on future levels of service and average delays was analyzed by performing both No -Build and Build capacity analyses, and by comparing the incremental differences between those two analyses. Table 3 presents the results of the intersection capacity analyses. The letter denotes the level of service, and the following number in parentheses represents the corresponding average delay in seconds per vehicle. Detailed capacity analysis output sheets are also included in Appendix B. Table 3 - Hinesburg Rd/Meadowland Dr/Rye Street D Intersection Capacity Analyses Results Approach 2018 PM Peak Hour (DHV) No -Build Build Hinesburg Rd NB LT A (9) A (9) Hinesburg Rd SB LT A (8) A (8) Meadowland Dr WB LT/TH D (25) D (27) Meadowland Dr WB RT B (11) B (11) Street D - Rye EB All D (29) D (31) The above results show that acceptable levels of service will be maintained with this Project. Additionally, we conclude that the peak hour volume warrant for signalizing the VT 116/Meadowland Drive intersection remains unsatisfied by the above levels of service and future peak hour volumes. Traffic Safety The posted speed limit on Hinesburg Road in the immediate vicinity of this Project is 40 mph. Existing available intersection sight distances at both intersections well exceed the AASHTO recommended intersection sight distance of 445 ft for that posted speed limit. The VTrans 2006-2010 High Crash Location Report does not identify any nearby intersections or highway segments as being high crash locations. Additionally, adjacent roadways and intersections in the David S. Marshall, P.E. July 8, 2013 Page 5 immediate vicinity of this Project do not have any inherent deficiencies that would create unsafe traffic conditions. Multi -Modal Connections This Project will utilize existing sidewalks/paths previously constructed along Meadowland Drive and Bowdoin Street by the Meadowland Business Park. Conclusion In conclusion, the foregoing capacity analyses show that this Project will not create adverse traffic congestion or unsafe conditions on adjacent roads and intersections. We thank you for this opportunity to be of assistance. Should you have any questions concerning the above or if additional information is desired, please feel free to contact us. Sincerely, Roge ickinson, P.E., PTOE P:\2012\12014\trafrpt lettermpd Appendix A Hinesburg Road / Meadowland Drive Turning Movement Count amoureux &Dickinson 14 Morse Drive Weather: Clear, 30-40 degrees F Essex, VT 05452 File Name Meadowland Dr AM Count Counted By: Gail & Jody Site Code 12012 Lc- lion: VT 11 6/Meadowland Drive Start Date 2/22/2012 Pi-,-,ct Number: 12012 Page No I _Groins -Passenger Vehicles - Heavy Trucks & Buses VT 116 Meadowland Drive VT 116 Southbound Westbound Northbound Start Time Left I Thru L Ap Total Right 1____Ap p. -Total 06:00 AM 18 12 30 1 3 4 45 14 59 93 06:15 AM 20 14 34 1 6 7 54 16 70 ill 06:30 AM 33 15 48 1 4 5 74 15 89 142 06:45 AM 44 16 60 2 7 9 76 14 90 159 Total —57 172 5 20 25 249 59 308 505 07:00 AM 22 23 45 6 21 27 93 8 101 173 07:15 AM 23 32 55 2 7 9 106 17 123 187 07:30 AM 25 31 56 1 7 8 153 8 161 07:45 AM 48 44 92 2 2 4 167 12 179 27:51 Total --ff8--- -1-36 248 11 37 48 519 45 564 860 08:00 AM 30 43 73 0 3 3 143 9 152 228 08:15 AM 31 37 68 2 7 8'1-') 10 158 U,'Z 13 I12, 171 249 08:30 AM 21 41 62 2 2 4 78 3 81 -U7 -1 08:45 AM 14 31 45 2 3 5 94 9 103 153 Total 96-- 152 248 6 16 22 473 34 507 777 09:00 AM 9 26 35 1 6 7 64 4 68 110 09:15 AM 7 47 54 0 2 2 63 1 64 120 09:30 AM 5 39 44 2 4 6 65 0 65 115 09:45 AM 13 36 49 0 8 8 61 0 61 118 Total -R1 - - -- -48 182 3 20 23 253 5 258 463 10:00AM 3 29 32 1 4 5 55 2 57 94 10:15 AM 7 30 37 2 3 5 65 2 67 109 10:30 AM 4 39 43 1 4 5 53 0 53 101 10:45 AM 5 38 43 0 3 3 71 2 73 119 Total -----19 -------- - -- -- 136 155 4 14 18 244 6 250 423 11:00 AM 5 47 52 3 9 12 52 0 52 116 11:15 AM 5 43 48 5 5 10 56 2 58 116 11:30 AM 8 42 50 2 13 15 65 0 65 130 11:45 AM 6 40 46 0 20 20 57 0 57 123 Total 172 - -19-6--- 47 57 2- 232 485 Grand Total 406 795 1201 39 154 193 1968 151 2119 3513 Apprch �1633.8 66.2 20.2 79.8 92.9 7.1 Total % 11.6 22.6 34.2 1.1 4.4 5.5 56 4.3 60.3 Passenger Vehicles - 98-6 763 1149 32 132 164 1937 --146'- 2085 3398 % Passenger Vehicles 95.1 96 95.7 82.1 85.7 85 98.4 98 98.4 96.7 Heavy Trucks & Buses - 20 N- -52 7 -- -22 29 31- --3 - ---- --- --3�4— 115 % Heavy Trucks & Buses I 4.9 4 4.3 17.9 14.3 15 1.6 2 1.6 3.3 'amoureux &Dickinson 14 Morse Drive Weather: Clear, 30-40 degrees F Essex, VT 05452 File Name Meadowland Dr AM Count Counted By: Gail & Jody Site Code 12012 L( tion: VT 116/Meadowland Drive Start Date 2/22/2012 Pi-,--ct Number: 12012 Page No :3 VT 116 Meadowland Drive VT 116 Southbound Westbound -A Northbound Start—Tt�me Leff] I App. Total wf�j Rig t -- -1-1- — NJ_ t___Thru I t -fo-tar I Peak Hour Analysis From 06:00NIXto :45AM-Peaklofl —RUM-L Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 25 31 56 1 7 8 153 8 161 225 07:45 AM 48 44 92 2 2 4 167 12 179 275 08:00 AM 30 43 73 0 3 3 143 9 152 228 08:15 AM 31 37 68 2 8 10 158 13 171 249 Total Volume - 11-34 ------- -- - -1-95 289 5 20 2-5 621 42 6631 977 % App. Total 46.4 53.6 20 80 93.7 6.3 PHIF 1 .785 .625 .625 .625 .930 .808 .888 -7— Out In Total 1289j 1 _130] Ylhru- - Lett -- Peak Hour Data 0 North Peak Hour Begins at 07:30 AM Passenger Vehid B; Hlo eavy Trucks & Buses 01 Thr. R19M, 621 421 663 2S] Out In - - Total VT 1 16 ( T,amoureux & Dickinsont 14 Morse Drive Weather: Clear, 30-40 degrees F Essex, VT 05452 File Name : Meadowland Dr PM Count Counted By: Brian/Bill Site Code : 12012 1 ation: VT 116/Meadowland Dr Start Date : 2/21/2012 F,iject Number: 12012 Page No : 1 Groups Printed- Passenger Vehicles - Heavy Vehicles & Buses VT Route 116 i Meadowland Drive VT Route 116 Southbound Westbound Northbound tart Time Left Thru App. Total Left � Right App. Total Thru - Ri g - A Total pp -- ---- Int. Total 12:00 PM 12:15 PM 1 9 54 63 3 34 37 48 3 3 51 _ 151 25 46 71 2 17 19, 42 6 48 138 12.30 PM 14 36 50 3 18 21 41 2 43 114 12-45 PM 20 52 72 0 5 5 54 3_ 57_ 134 Total I 68 188 256 j 8 74 82 186 14 199 537 01.00 PM 21 50 71 0 7 7 j 46 2 48 126 01:15 PM 19 45 64 1 6 7 I 43 1 44 115 01:30 PM 7 43 50 2 10 12 69 2 71 133 01:45 PM + 6 50 56 1 2 5 7; 36 2 38 j 101 Total I 53 188 241 5 28 33 i 194 7 201 475 02.00 PM 10 46 56 3 9 121 52 0 52 120 02:15 PM 16 68 84 1 12 13 56 2 58 155 02:30 PM 14 64 781 10 29 39 1 40 2 42 j 159 02:4Total 51 250 301 19 91 ! 72 195 6 201 593 03:00 PM 8 59 67 5 32 37 66 1 67 171 03:15 PM 10 58 68 8 23 31 63 6 69 ! 168 03:30 PM 10 75 85 6 39 45 50 1 51 181 03:45 PM 10 87 97 7 20 27 70 1 71 195 Total 38 279 317 26 114 140 249 9 258 715 04:00 PM 6 95 101 i 11 39 50 53 0 53; 204 04 15 PM 4 81 851 7 16 231 56 1 57 165 1 258 04:45 PM 3 17 110 406 113, 423 1 3 34 26 29 63 3 66 ;- _ 208 Total 141 175 226 5 231 829 05:00 PM 7 134 141 ! 19 43 62 53 0 53; 256 05:15 PM 1 4 123 127 8 16 24 63 1 64 j 215 05:30 PM 1 113 114 2 25 27 53 2 55, 196 _ 05:45 PM 4 88 92 2 17 19 43 1 44 ; 155 Total 16 458 474 31 101 132 212 4 _ 216 822 Grand Total I 243 1769 2012 123 530 6531 1261 45 1306 3971 Apprch % ; 12.1 87.9 18.8 81.2 1 96.6 34 Total Passenger Vehicles 219 1749 960 { 22 10 632 2115 41 1256 3848 % Passenger Vehicles 90.1 98.4 97.4 1 99.2 96.2 96.8 96.4 91.1 96,21 96.9 Heavy Vehicles &Buses 24 28 621 1 20 21 46 4 501 123 % Heavy vehicles & Buses 9.9 16 2.61 0.8 3.8 3.2 3.6 89 3.811 3.1 Weather: Clear, 30-40 degrees F Counted By: Brian/Bill I ition: VT 116/Meadowland Dr PI eject Number: 12012 amoureux & Dickinson( 14 Morse Drive Essex, VT 05452 File Name : Meadowland Dr PM Count Site Code : 12012 Start Date : 2/21 /2012 Page No :3 VT Route 116 - J Southbound Start Time ` Left j Thru i App Total Peak Hour Analysis From 12 00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04.30 PM 04:30 PM i 4 120 124 04:45 PM 3 110 113 05:00 PM 7 134 141 05-15 PM 4 123 127 Total Volume 18 487 505 % App Total 36 96.4 PHF 643 .909 895 ' - - --- - Meadowland Drive - - --- ---- VT Route 116 West Northbound Left Rbound - i ight_I-_ — pp. - -- A Total I, - -Thru . 'I - - -Right RIg ht ',_ App Total ' Int. Total 13 60 73 54 1 55 252 3 26 29 63 3 66 208 19 43 62 53 0 53' 256 8 16 24 63 1 641 215 43 145 188; 233 5 238 931 22.9 77.1 97.9 21 .566 .604 .644 .925 .417 902 .909 Route 116 Out In Total 378; i` 5051 6831 1 4871 18 Thru Left � I i Peak Hour Data N10 North 'o cl CO nfD o Peak Hour Begins at i)430 PM 3 �j co Passenger Vehicles W' Heavy Vehicles S Buses li i Thru Right 2331 5 530'I 2381 768 out In Total Vr Route 116 Appendix B Hinesburg Road / Meadowland Drive Intersection Capacity Analyses HCS+: Ur( 3nalized Intersections Rele7 5.6 TWO-WAY STOP CONTROL SUMMARY l Analyst: R. Dickinson Agency/Co.: Date Performed: 5/21/2013 Analysis Time Period: PM DHV Intersection: Jurisdiction: South Burlington Units: U. S. Customary Analysis Year: 2018 Build Project ID: 12014 East/West Street: Meadowland Dr/Street D North/South Street: VT Route 116 Intersection Orientation: NS Study period (hrs): _-- -__-_Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R L T R 1.00 Volume 9 287 -- 8 --- 28 -- 584 ---- - 27 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 9 287 8 28 584 27 Percent Heavy Vehicles 0 -- -- 5 -- -- Median Type/Storage Undivided / RT Channelized? No Lanes 0 1 1 1 1 0 Configuration LT R L TR Upstream Signal? No No -- ---- -- Minor Street: Approach Westbound Eastbound ---- -- Movement 7 8 9 10 11 12 L T R I L T R Volume 55 0 184 32 0 11 Peak Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 55 0 184 32 0 11 Percent Heavy Vehicles 5 0 5 0 0 0 Percent Grade M 0 0 Flared Approach: Exists?/Storage / No / Lanes 0 1 1 0 1 0 Configuration LT R LTR -Delay, Queue Length, and Level of Service _ Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 10 11 12 Lane Config LT L I LT R LTR v (vph) 9 28 55 184 43 C(m) (vph) 978 1249 221 745 183 v/c 0.01 0.02 0.25 0.25 0.23 95% queue length 0.03 0.07 0.98 0.98 0.91 Control Delay 8.7 7.9 26.7 11.4 30.7 LOS A A D B D Approach Delay 14.9 30.7 Approach LOS B D HCS+: U4 3nalized Intersections Rele� 5.6 TWO-WAY STOP CONTROL SUMMARY Analyst: R. Dickinson Agency/Co.: Date Performed: 5/21/2013 Analysis Time Period: PM DHV Intersection: Jurisdiction: South Burlington Units: U. S. Customary Analysis Year: 2018 No -Build Project ID: 12014 East/West Street: Meadowland Dr/Street D North/South Street: VT Route 116 Intersection Orientation: NS Study period (hrs): Vehicle Volumes and Adjustments_ Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R L T R 1.00 Volume 9 287 6 21 584 27 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 9 287 6 21 584 27 Percent Heavy Vehicles 0 -- -- 5 -- -- Median Type/Storage Undivided / RT Channelized? No Lanes 0 1 1 1 1 0 Configuration LT R L TR Upstream Signal? No No Minor Street Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 51� 0 171 32 0 11 Peak Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 51 0 171 32 0 11 Percent Heavy Vehicles 5 0 5 0 0 0 Percent Grade M 0 0 Flared Approach: Exists?/Storage / No / Lanes 0 1 1 0 1 0 Configuration LT R LTR Approach Movement Lane Config v (vph) C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS Delay, Queue Length, and Level of Service NB SB Westbound Eastbound 1 4 17 8 9 10 11 LT L LT R I LTR 9 21 51 171 43 978 1252 227 745 194 0.01 0.02 0.22 0.23 0.22 0.03 0.05 0.86 0.89 0.84 8.7 7.9 25.4 11.3 28.8 A A D B D 14.5 28.8 B D 12 Supter-Temp Reality Company Inc. 104 Bowdoin Street - Lot 6 - Adjoiners List 65 BOWDOIN STREET 66 BOWDOIN STREET 104 BOWDOIN STREET 630 HINESBURG RD 85 MEADOWLAND DR GPT PROPERTIES TRUST NORTHEAST TERRITORIES INC SUPER -TEMP REALTY COMPANY INC IRELAND SCOTT D & STEPHEN D BURLINGTON PROPERTIES, LTD C/O DAN KALMAN 9 GALEN ST SUITE 240 WATERTOWN MA 02472 0257-00065 20 SOUTH CREST DR BURLINGTON VT 05401 0257-00066 133 ELM STREET WINOOSKI VT 05404 0257-00104 P 0 BOX 2286 S BURLINGTON VT 05407 0860-00630 P 0 BOX 9210 S BURLINGTON VT 05403 0860-01020 pv southbntiIi,�gw i Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 8/2/13 Comments Due: August 30, 2013 Project Description/Meeting Date: Sketch plan review application #SD-13-25 of Super -Temp Realty Company, Inc. for a planned unit development consisting of a 27,500 sq. ft. manufacturing facility, 104 Bowdoin Street. Other Notes: Meeting date is September 17, 2013 Ives southburlington PLANNING & ZONING November 29, 2012 Re: #SD-11-47 — Super -Temp —104 Bowdoin Street Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning the above referenced application. If you have any questions, please contact me. Since y, R ymond 4air Administrative Officer Encl. CERTIFIED MAIL #7010 0290 0000 2215 4696 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com November 16, 2012 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Re: Super -Temp Wire & Cable Manufacturing Facility Lot 6 Meadowland Business Park, 104 Bowdoin Street Final Plat Application Re -Submittal - Request for Withdrawal Dear Mr. Belair: The applicant has authorized us to request that the application pending before the Development Review Board be withdrawn. Thank you for your patience with regard to the processing of this application. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, D d Marshall, P.E. Project Engineer \dsm cc: P. Kenny, CEA File 06113 PAAutoCADD ProjectsN2006k06l l3\Permitting\Belair Final Withdrawal.wpd I Sk"A" southburlington PLANNING A ZONING MEMORANDUM TO; South Burlington Development Revi Boa FROM: Ray Belair, Administrative Officer RE; Agenda Item #8, #SD-11-47, p e p Realty Co., Inc. DATE; October 12, 2012 Continued final plat application #SD-11-47 of Super -Temp Realty Company, Inc. for a planned unit development to construct a 35,000 sq. ft. light manufacturing facility in two (2) phases, phase I consisting of 30,000 sq. ft. and phase II consisting of 5,000 sq. ft., 104 Bowdoin Street. This application was continued from the July 17, 2012 meeting to provide time for the applicant to submit and have reviewed a sketch plan of the project. The applicant has not submitted a sketch plan and when this project was continued the last time, the applicant indicated that they would not request a continuation of this application again (see attached letter). Therefore, staff recommends the Board close the hearing on this application and render a decision. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com CIVIL EINIGU IEERU Ir A&*SOJCIAJSJ, U IC� 10 Mansfield View Lane South Burlington, VT 05403 July 11, 2012 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: maiNkea-vt.com Re: Super -Temp Wire & Cable Manufacturing Facility Lot 6 Meadowland Business Park, 104 Bowdoin Street Final Plat Application Re -Submittal - Request for Continuance Dear Mr. Belair: The applicant is currently addressing the determination that the project is not eligible for consideration of approval under Article 15-09 (B) of the South Burlington Land Development Regulations due to the proximity of the proposed parking along the front of the building. In order to allow for the enabling sketch and preliminary plat approvals to be fulfilled, we hereby make this last continuance request to the last regularly scheduled meeting of the DRB On October 16, 2012. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, avid S. Marshall, P.E. Project Engineer U. 17, Enclosures: $50 continuance fee cc: P. Kenny, CEA File 06113 P \AutoCADD Projects\2006\06113\Permittmg\Belair Final Continuance Req#3 doc C April 10, 2012 rl�/l! �l Irll I��;>;l! I� ���Jrlr�its. UNIC, 10 Mansfield View Lane South Burlington, VT 05403 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: Super -Temp Wire & Cable Manufacturing Facility Lot 6 Meadowland Business Park, 104 Bowdoin Street Final Plat Application Re -Submittal - Request for Continuance Dear Mr. Belair: The applicant is currently addressing the determination that the project is not eligible for consideration of approval under Article 15-09 (B) of the South Burlington Land Development Regulations due to the proximity of the proposed parking along the front of the building. In order to allow for the enabling sketch and preliminary plat approvals to be fulfilled, we hereby request a continuance to the last regularly scheduled meeting of the DRB in July, 2012. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures: $50 continuance fee cc: P. Kenny, CEA File 06113 P:\AutoCADD Projects\2006\06l l3\Permitting\Belair Final Continuance Req#2.wpd CIVIL E! Ir!! IEEIRII G ASSOCUIVES. IINC.. 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com January 12, 2012 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Re: Super -Temp Wire & Cable Manufacturing Facility Lot 6 Meadowland Business Park, 104 Bowdoin Street Final Plat Application Re -Submittal - Request for Continuance Dear Mr. Belair: In light of the recent discovery that the project is not eligible for consideration of approval under Article 15-09 (B) of the South Burlington Land Development Regulations, we hereby request a continuance to a point approximately three (3) months from now. This will allow the applicant time redesign the project to bring it into conformance with the requirements of the land Development Regulations that now prohibit parking along the front of the building. It will also allow for time to appear before the City Council for Interim Zoning approval and to appear before the DRB for Sketch and Preliminary Plat reviews. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectful! , ^� David S. Marshall, P.E. Project Engineer ldsm 4C� -E cc: P. Kenny, CEA File 06113 P;WuWADD Pro*4s'20013=1 MPermitting\Belair Final Continuance Req.wpd LOIaSSlf PUBLIC NOTICE flexible, and you can make a friend and a difference at the same time. (12/ 15) PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing.in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on January 17, 2012, at 7:30 p.m. to consider the following: Final plat application #SD-11-45 of Vermont Air National Guard to relocate National Guard Av- enue resulting in the creation of two (2) lots of 12.02 acres (lot #1) and 31.8 acres (lot #2), Na- tional Guard Avenue. Final plat application #SD-11-47 of Super -Temp Realty Company, Inc. for a planned unit devel- opment to construct a 35,000 sq. ft. light manu- facturing facility in two (2) phases, phase I'con- sisting of 30,000 sq. ft. and phase II consisting of 5,000 sq. ft., 104,Bowdoin Street. Mark Behr, Chairman South Burlington Development Review Board Copies of the applications are available for pub- lic inspection at the South Burlington City Hall. December 22, 2011 FOUND KEY RING: Found 10 a.m., December 5, on bike trail bench west of Potash Brook, north of I-189. Identify keys for -return. 860-1359 (12/08) WANTED VOLUNTEER DELIVERY DRIVERS: Can you help a senior near you get food? South Burlington, VT - CVAA is looking for volunteers to help seniors in the South Burlington community. Two senior women are looking for volunteers to, go READING GROUP MEMBERS WANTED: The Road Less Traveled book discussion series to begin in January. Ever wonder why life seems to be so difficult? Why a loving relationship is so challenging? What steps you can take to be a more ef- fective parent? If you do, please consider joining a small group of adults in reading and discussing what Scott Peck, the au- thor of the longstanding best seller "The Road Less Traveled," has to say about these and other associated topics. An 8- to 10-week small group discussion based on the chapters in book will begin on Sunday evenings -in January and end in March. A companion guide will be used by group leader and SB resident, Tim Hess, to help frame weekly discussions. Faith United Methodist Church will pro- vide copies of the book free of charge for participants. Please contact Tim at 846- 5243 if you are interested or have ques- tions. The first orientation meeting will be held at Faith United Methodist Church (899 Dorset Street, SB) on Sun- day evening, January 8 at 6 p.m. Copies of The Road Less Traveled will be distrib- uted at that time. (12/15) FOR SALE , BABY GRAND PIANO:1942 Baldwin baby grand piano, serial #91344. Mahogany case with bench. Playable condition, with case needing some work. Action is in reasonable condition. Piano still has the Baldwin big sound for a piano of its size. Certified technician is available for evaluation. $5,000. 497-1357 (12/22) CHAINSAW: Poulin 4HP toolless 18" elec- tric chainsaw. Never used. In box. $75. 864-3353 (12/08) at c cen and Exc 656 ELI wit] ma] 273 EXI Fift Prh offe FIG teri Hei blai or1 INI Coll Wo $5e ITE off tab (dri en for CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 29th day of December, 2011, a copy of the foregoing Final Plat #SD- 11-47, was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: GPT Properties, Trust 6 Galen Street, Suite 240 Watertown, MA 02472 Green Acres, Inc. PO Box 2123 So. Burlington, VT 05407 Burlington Properties, LTD c/o Dynapower Attn: Mr. Peter Pollack 85 Meadowland Dr. So. Burlington, VT 05403 Northeast Territories, LLC 20 South Crest Dr. Burlington, VT 05401 Dated at South Burlington, Vermont, this 29`h day of December, 2011. Printed Name: David Marshall Phone number and email: ;ecembe779, - Signature: Date: 2011 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certhcate of Service Form Rev. 12-2011 southburlington PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on January 17, 2012 at 7:30 P.M. to consider the following: 1. Final plat application #SD-11-45 of Vermont Air National Guard to relocate National Guard Avenue resulting in the creation of two (2) lots of 12.02 acres (lot #1) and 31.8 acres (lot #2), National Guard Avenue. 2. Final plat application #SD-11-47 of Super -Temp Realty Company, Inc. for a planned unit development to construct a 35,000 sq. ft. light manufacturing facility in two (2) phases, phase I consisting of 30,000 sq. ft. and phase II consisting of 5,000 sq. ft., 104 Bowdoin Street. Mark Behr, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a perquisite to the right to take any subsequent appeal. December 22, 2011 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com �l�/l �, Irl� I��;tl! I� r�`J`JC�rlr�rVZO U, IC, 10 Mansfield View Lane South Burlington, VT 05403 December 16, 2011 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: Super -Temp Wire & Cable Manufacturing Facility Lot 6 Meadowland Business Park, 104 Bowdoin Street Final Plat Application Re -Submittal Dear Mr. Belair: Since Super -Temp Wire & Cable did not file the required mylar within 180 days of the latest approval received on November 4, 2008 (SD-08-53), the applicant is seeking re -approval under the requirements set forth in Article 15-09 (B) of the South Burlington Land Development Regulations. Please find attached a final plat application with supporting documentation. We have attached five (5) sets of the full size design plans and one set of the reduced size plans. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, 4avid S. Marshall, P.E. Project Engineer \dsm Enclosures: Final Plat Application List of Abutters Stamped Self Addressed Envelopes for Abutters Application Fee ($500 base + $0.03 x 10,000 sf [$300] + $.02 x (35,000 sf total-10,000 sf) [$500] for a total of $1,300) Lighting Cover Letter/Cut Sheets Landscaping Cost Estimate CD of Application materials cc: P. Kenny (w/ enclosures), CEA File 06113 (w/ enclosures) P.WutoCADD Projects\2006\06113\Perrnitting\Belair Final 2011.wpd r { Subdivison Plat Application Permit Number SD -- APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary X Final PUD Being Requested? V (es ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Super -Temp Realty Company, Inc., 133 Elm Street, PO Box 277, Winooski, VT 05404 Phone 655-4211 Fax 655-2613 2. LOCATION OF LAST RECORDED DEED (Book and page #) Vol 755 Pg 158-160 3. APPLICANT (Name, mailing address, phone and fax#) same as above. 4. CONTACT PERSON (Name, mailing address, phone and fax #) David Marshall, Civil Engineering Associates, Inc., 10 Mansfield View Lane, South Burlington VT 05403 Phone 802-864-2323 Fax 802-864-2271 a. Contact email address: dmarshall(-cea-vt.com 5. PROJECT STREET ADDRESS: 104 Bowdoin Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 02517-00104 Subdivison Plat Application 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): New wire & cable manufacturing facility b. Existing Uses on Property (including description and size of each separate use): Undeveloped Commercial Lot c. Proposed Uses on property (include description and size of each new use and existing uses to remain): New ire & cable manufacturing facility 35 000sf d. Total building square footage on property (proposed buildings and existing buildings to remain): Phase I (30.000sf) Phase II (5.000sf) Total (35,OOOsf) e Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Single floor structure with a 24' height and one 20' x 145' high bay section with a height of 425' Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): 35 Employees over 3 shifts (no company vehicles), max 18 employees/shift h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Hinesburg Road North VPZ and approach cone i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 3.29 Acres (acres /sq. ft.) b. Building Coverage: Existing 0 Proposed 35,000 square feet 0 % square feet 24.7 % 2 Subdivison Plat Application c. Overall Coverage (building, parking, outside storage, etc): Existing 0 square feet 0 % Proposed 71,556 square feet d. Front Yard Coverage(s) (commercial projects only): 49.93 Existing 0 square feet 0 % Proposed 15,908 square feet 11.1 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, Il, or III) on the subject property? ❑ Yes x No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 130,000 SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 f CI Subdivison Plat Application 11. COST ESTIMATES a. Building (including interior renovations): $ 2,000,000 b. Landscaping: $ 29,030 Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Site$100,000, stormwater $50,000, utilities $35,000 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 105 b. A.M. Peak hour for entire property (in and out): 29 c. P.M. Peak hour for entire property (In and out): 29 13. PEAK HOURS OF OPERATION: Afternoon shift change 3pm 14. PEAK DAYS OF OPERATION: All the same (weekdays) 15. ESTIMATED PROJECT COMPLETION DATE: 4-15-12 Start Date, Finish 10-15-12 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. Please see attached list. 4 r' Subdivison Plat Application 17. PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge S GNATURE OF APPLICANT SIGNATURE OF PROPElM OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: U 4 I have reviewed this preliminary plat application and find it to be: LJ Comp lete DirA for of Plannirfg & Zoning or Designee SUPER -TEMP REALTY, INC LIST OF ABUTTERS To the South Northeast Territories, LLC 20 South Crest Drive Burlington, VT 05401 To the North Burlington Properties, LTD c/o Dynapower Attn: Mr. Peter Pollack 85 Meadowland Drive So. Burlington, VT 05403 To the East Green Acres, Inc. PO Box 2123 So. Burlington, VT 05407 To the West GPT Properties, Trust 6 Galen Street, Suite 240 Watertown, MA 02472 LightElSpace❑ Design Looking at our environment in a whole new light April 28, 2006 Mr. David Marshall Civil Engineering Associates 928 Falls Road Shelburne, VT 05482 Subject: Lighting Layout and Analysis for Super -Temp project Dear Dave; This letter describes the site lighting conditions and proposed solution for the Super Temp manufacturing facility on Bowdoin Street in South Burlington. See drawing C-5.0 for the photometric point -by -point analysis described herein. The site is in a new industrial park. There is no on -street lighting, and I do not believe that any is proposed. There are no currently occupied adjacent properties, although the property line on the south side of the site is adjacent to the entry drive and main truck access to the building. The proposed lighting solution addresses the problem with full cut-off luminaires mounted on 20' poles along the entry drive, where closest to the property line. These will be 100w Metal Halide with type 2 roadway distribution, which creates a more linear light pattern. The office and visitor entrance and parking area on the west side of the building has an additional 20' pole with a single 175w pulse start metal halide full cut-off luminaire with type 4 forward throw distribution. All luminaires use segmented optics for good horizontal light distribution from these relatively low pole mounting heights. All pole mounted luminaires on the south side of the building are mounted on the north side of the pavement to prevent light trespass at the property line. Here, the light poles will be 25' tall with 175w pulse start lamps in full cut-off luminaires. The slightly higher pole height is necessary to provide adequate light distribution over the wider pavement area. I created two different statistical areas over which the illuminance data is provided. One includes all of the paved areas, the other eliminates the far end of the truck turnaround, where additional lighting was not required. Smaller statistical area (not included truck turnaround): Average illuminance in fc = 0.93 Maximum fc = 2.77 Minimum fc = 0.21 (IESNA recommends 0.2 fc as minimum with 20:1 highest max/min ratio) Average to minimum illuminance ratio = 4.35 (very good) Maximum to minimum illuminance ratio = 12.99 (under 20:1 is best) P. O. Box 4064 ❑ Burlington, VT 05406 ❑ P 802-862-1901 ❑ F 802-862-0101 The larger statistical area has an average illuminance of 0.85, with a minimum of 0.07 fc. Since there is minimal pedestrian/vehicular traffic in the truck turnaround area, this would not cause an adverse condition. From both a lighting and energy efficiency standpoint, there is no need for lighting an industrial park such as this to exceed a minimum of 0.2 fc and a maximum of 4 fc as recommended by the Illuminating Engineering Society of North America in its Ninth Edition Handbook, published in 2000. Current standards in South Burlington could lead to excessive lighting and energy use in industrial sites such as adjacent sites in this development. Excessive lighting on adjacent sites could lead to an adverse effect on this site, malting it feel dark even though the lighting is designed to national guidelines. If you have any questions with this analysis, do not hesitate to contact me. Sincerely, Donna J. eb , AIA, LC Prinicipal J Schedule of Fixtures and Poles for Super Temp Manufacturing Facility Site Plan Pole/Light Luminaire Lamp Type and Manufacturer Pole Type Designation Type Wattage 20SAR102 Full Cutoff 100w Pulse start Kim 1SA/SAR2/100MH/A 5", 11 ga. round Type 2 metal halide, include photocell control, flat 20' tall steel, non- distribution ED-17 medium lens tapered pole on base concrete base 20SAR174 Full Cutoff 175wPulse start Kim ISA/SAR4/175PMH/A, 5", 11ga round Type 4 metal halide, include photocell control, flat 20' tall steel, non- distribution ED-28 mogul lens tapered pole on base concrete base 25SAR174 Full Cutoff 175 Pulse start Kim 1 SA/SAR4/175PMH/A, 5", 11ga round 25' Type 4 metal halide, include photocell control, flat tall steel, non- distribution ED-28 mogul lens tapered pole on base I I concrete base Alternate equal product is Cooper's Invue Vision series with segmented (not hydroformed) optics. Pole selection is based on EPA of selected product. Ordering Information The Small Archetype° Ordering Example: For Standard Fixture and Pole SAR Medium Base 70 to 175 Watt Mounting Fixture Electrical Module Finish Options I-- Pole VSF Option 1 SA / SAR2 / 175MH120 / BL-P / A-30 / PSA16-4125SA / BL-P / VSF-1 SA See separate Kim Pole Catalog. Omit for 1 W Wall Mount Mounting: 3SY configuration is available Plan View �- Wall � Mount for round poles only EPA. 0.7 14 12 1.9 1.9 2.5 n/a Cat. No.. 1SA 2SB 2SL 3ST 3SY 4SC 1W Fixture: Horizontal Lamp Cat No. designates SAR fixture and light distribution. See the Kim Site/Roadway Optical Systems Catalog for Flat Lens detailed information on reflector design and application. Light Distribution Type II Type III Type IV Type V Forward Throw Square Full Cutoff Full Cutoff Full Cutoff Full Cutoff Cat. No. SAR2 SAR3 SAR4 SAR5 Electrical Module: 70HPS120 100HPS120 150HPS120 HPS = High Pressure Sodium 70HPS208 100HPS208 150HPS208 70HPS240 IOOHPS240 150HPS240 MH = Metal Halide 70HPS277 1OOHPS277 150HPS277 70HPS347 IOOHPS347 150HPS347 Lamp Lamp Line Watts Type Volts 7OMH120 IOOMH120 15OMH120 175MH120 150 HPS 120 7OMH2O8 10OMH2O8 15OMH2O8 175MH2O8 7OMH240 10OMH240 150MH240 175MH240 7OMH277 10OMH277 15OMH277 175MH277 7OMH347 10OMH347 15OMH347 175MH347 Finish: Color. Black Dark Bronze Light Gray Platinum Silver White Custom Colors' Super TGIC powder coat paint Cat. No. BL-P DB-P LG-P PS-P WH-P CC-P over chromate conversion coating 'Consult representative for custom colors Optional Photocell Cat No. and A-30 120V Mounting Configuration -- Control: Line Volts, A-31 208V Hs Not available for 1 W Wall Mount. A-32 240V �: - Fixture with Photocell 1SA A-33 277V Sensor 2SB s $,�,' s�s A-35 347V S - slave unit(s) Photocell 2SL 3ST, 3SY 4SC Sensor No fixture wattage limit Optional Convex Glass Cat. No.. CGL Tempered convex glass lens replaces standard flat lens. Lens:17 Convex Lens Optics become cutoff. Y4 KEM LIGHTING Optional Polycarbonate Cat. No. LS Polycarbonate Lens replaces standard tempered glass lens Lens: Polycarbonate Lens See "CAUTION" on page 17 Optional Houseside Cat No.: HS Recommended for use with clear lamps only Effectiveness is Shield' reduced for coated lamps. Not for use with Type V light HS for distributions flat lens Cat No. HSC For use with all fixtures with convex glass lens Not for use with HSC for Type V light distributions convex lens or polycarbonate lens Optional Tamper- Tamper -Resistant Cat No. TL Standard die-cast latch is provided with a captive 10-32 stainless Resistant Latch: Lah c t steel flat socket -head screw to prevent unauthorized opening. Required only for vandal protection in locations where fixtures can be reached by unauthorized persons Optional Horizontal Cat No_ HSF Replaces standard mounting arm with a slipfitter for mounting Slipfitter Mount: to a horizontal pole davit -arm with 2' pipe -size mounting end Slipfitter (23/e" O.D.) Special Options for Cat. No.: AF Air Filter to allow ventilation through the optical chamber. Street Lighting: Poles: See Kim Pole Catalog for a complete selection of square and round poles in aluminum or steel. s Optional Vertical Cat. No Cat. No Mounting Configuration Allows standard fixture and arm Slipfitter Mounts: VSF-iSA SVSF-1SA iSA - Single arm mount to be mounted to poles having a VSF-2SB SVSF-2SB 2SB - 2 at 180' 2' pipe -size tenon (23/s" OD x 4 Y2" VSF-2SL SVSF-2SL 2SL 2 at 90° min length) VSF-3ST SVSF-3ST 3ST - 3 at 90° Round VSF-3SY Square 3SY - 3 at 120` VSF-4SC SVSF-4SC 4SC - 4 at 90' KIM LIGHTING 75 Horizontal Lamp C See the Kim Site / Roadway Optical Systems Catalog for complete details and explanation of optical system features. Horizontal Lamp Available in Type 11, Type III, Type IV, and Type V Square distributions. This flat lens system provides maximum cutoff control and very good uniformity. Sealed optics and performance die-cast reflector technology allow this horizontal lamp optical system to maximize lamp output. An optional houseside shield is available for Types II, III, and IV distributions. An optional convex lens offers increased lens presence, a subtle improvement in uniformity, and increased effectiveness of houseside shielding. Full Cutoff The Archetype utilizes a horizontal lamp orientation with a flat glass lens to produce full cutoff with zero light above 90, horizontal. In addition, the reflector system has been carefully engineered to provide maximum pole spacing with outstanding visual uniformity. The primary reflector panels are highly specular to achieve precise lamp arc reflections toward the proper areas on the ground. Excessive straight -down illumination is avoided by the elimination of downward reflecting surfaces. A. High -angle maximum candlepower and sharp cutoff are produced by the smooth specular side panels. B. A specular peened upper reflector spreads light into the mid- range, gradually increasing the intensity toward higher angles while avoiding any low -angle reflections. C. At low angles, bare lamp illumination is more than adequate. The elimination of downward reflecting surfaces greatly in- creases uniformity. Horizontal Lamp a Flat Lens Full Cutoff Optics •%,• ! ti A 1 Type 11 Type III Type IV Type V Optional Convex Lens Cutoff Optics 1. Typical horizontal lamp luminaires produce excessive straight - down illumination in relation to the side throw. This causes poor uniformity. 2. The Archetype reflectors have reduced straight -down illumination with increased side throw. This produces excellent pole spacing and uniformity. S 6 KIM LIGHTING �_S Aerodynamic Shape Luminaire shape is the single most important factor in determining pole size. Because poles are often more expensive than luminaires, a reduction in pole size can produce significant savings in overall cost. Fixture weight has little influence on pole size; because wind loading produces the greatest lateral force. The aerodynamic shape of the Archetype generates far less wind loading than a "shoebox" luminaire, thereby permitting lighter poles to be used. The aerodynamic shape also improves the effectiveness of the cooling ribs. Integrated Cooling The die-cast housing is a homogeneous body in which every feature has a functional purpose. H.I.D. lamps produce heat, yet are operated by temperature - sensitive electrical components. Because of its compact size, new methods of controlling heat were required for the Archetype A combination of cooling ribs and a solid barrier wall are employed to control operating temperatures for maximum component life. AR Model 80 m.p.h. wind force: 32.7 ft-lb Coefficient of drag:.70 E.P.A.: 1.2 A Shoebox with same overall dimensions 80 m.p.h. wind force: 56.3 ft-lb Coefficient of drag: 1.2 E.P.A.: 2.0 Primary heat source A 400 watt lamp produces bulb temperatures as high as 400°C. Cooling ribs double surface area, providing rapid heat dissipation. Heat is efficiently radiated from the fixture top and carried away by airflow, over the housing. I An extra -thick barrier wall separates the optical chamber from the electrical compartment. The optical chamber is totally sealed. Secondary heat source The ballast produces heat while adjacent capacitor and ignitor components must operate below 90°C. The electrical compartment also ventilates through the mounting arm. K1M LIGHTING AS Luminaire Specificai,.�na C AR and SAR Models Dimensions AR Model 150 to 400 watt Mogul Base Lamps 11 81 `— -- 221/2" --� 6 Q 6" —L k 2„ 16" Arm cross-section Maximum Fixture weight (400HPS) = 45 lb SAR Model 70 to 175 watt Medium Base Lamps r51 L.-1LJ 1_ I--—171/a"-- ] 1 0 4v4" r 13/a A 171 12" Arm T _-___ cross-section Maximum Fixture weight (150HPS) = 25 lb Optional Wall Mounts _ 41/a" �11 AR wall mount using wall embedment bracket - J-box in wall (by others) "/16" o _ 4 SAR wall mount using adapter plate - 3" or 4" J-box (by others) Housing: One piece low copper (less than .6%) die-cast aluminum alloy with integral cooling ribs over the optical chamber and electrical compartment. Solid barrier wall separates optical and electrical compartments. Double -thick wall with gussets on the support -arm mounting end For the large AR model, housing forms a half cylinder with 55' front face plane providing a recess to allow a flush single -latch detail. For the small SAR model, housing forms a half cylinder with 58' front face plane providing a recess to allow a flush single -latch detail. All hardware is stainless steel or electro-zinc plated steel. Lens Frame: One piece low copper (less than 6%) die-cast aluminum alloy lens frame with 1"minimum depth around the gasket flange. Integral hinges with stainless steel pins provide no -tool mounting and removal from housing. Single die-cast aluminum cam -latch provides positive locking and sealing of the optical chamber by a one piece extruded and vulcanized silicone gasket Clear 3/16" thick tempered glass lens retained by eight steel clips with full silicone gasketing around the perimeter Reflector Module: Specular Alzak' optical segments are rigidly mounted within a die-cast aluminum enclosure that attaches to the housing as a one-piece module Reflector module is field rotatable in 90' increments AR model HPS and PMH sockets are porcelain 4KV pulse rated mogul base, MH sockets are porcelain mogul base, pin -oriented, with molded silicone lamp stabilizer. SAR model MH and HPS sockets are porcelain 4KV pulse rated medium base All reflector modules are factory prewired with quick -disconnect plug and include silicone seal at the penetration of the internal barrier wall in the luminaire housing. Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with quick -disconnect plugs. Electrical module attaches to housing with no -tool hinges and latches, accessible by opening the lens frame only. All ballasts are high power factor rated -20oF. starting. Support Arm: One piece extruded aluminum with internal bolt guides and fully radiussed top and bottom Luminaire-to-pole attachment is by internal draw bolts, and includes a pole reinforcing plate with wire strain relief. Arm is circular cut for specified round pole. Optional Wall Mounting: Large AR model mounted to poured concrete walls only A modified support arm is provided with side access to allow field splices within the arm. A wall embedment bracket is provided to accept draw bolts, and a trim plate covers the wall -embedded Junction Box. All wall mount components are finished to match the fixture. Small SAR model mounts to 3" or 4" Junction Boxes by a cast aluminum adapter plate with fixture mounting bolts. NOTE: Junction Box in wall must provide adequate fixture support. See NEC sections 370-13, 17 and 410-14, 16. Quick -disconnect plug and wiring are provided to allow field connections prior to SAR fixture mounting. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a chromate conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification: UL Listed to U S. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is certified to meet the ISO 9001:2000 standard. 9 Y6 KAM LIGHTWG CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. r Option Specifications See pages 12-15 for complete ordering information Photocell Control: Large AR model supplied with a fully gasketed receptacle above the electrical compartment for NEMA base photocell (by others). For all multiple -fixture pole mountings with two or three fixtures, one fixture has a receptacle to operate the others. Four fixtures (250 watt or less) also require one fixture with a receptacle. Four fixtures (400 watt) require two fixtures with receptacles Small SAR model supplied with an internal photocell with the sensor on the fixture end facing the pole. For multiple -fixture pole mountings, one fixture has a photocell to operate the others. Not available for SAR if wall mounted (1 W). AR photocell receptacle NEMA base photocell (by others) il�ihil ;l•!1J Il�i�lll SAR photocell sensor For pole mounted fixtures only 0 Convex Glass Lens: The 3/1s" thick clear convex tempered glass lens replaces the standard flat glass lens. Provides increased lens AR = 21/2" I"119i h�IJii li'1 presence and provides a subtle improvement in uniformity where pole SAR = VW' Z spacing is extreme. Increases effectiveness of houseside shielding. -T— Convex Glass Lens Polycarbonate Lens: One piece vacuum formed, clear, UV stabilized convex polycarbonate, fully gasketed, replacing the standard tempered glass lens. 250 watt maximum in AR model AR model may be used with 400 watt HPS in outdoor locations where ambient air L temperature during fixture operation will not exceed 85°F. — Polycarbonate Lens CAUTION: Use only when vandalism is anticipated to be high. Useful AR = life is limited by UV discoloration from sunlight and metal halide lamps. SAR = 3' Houseside Shield: (Types II, III, and IV only). Fixtures with the standard flat glass lens are available with stamped aluminum louvers that pass streetside light and block houseside light, and a blackened panel added to the reflector to reduce houseside reflections. Fixtures with the optional convex glass lens are available with a formed aluminum shield that passes streetside light and blocks houseside ` light, and a black anodized panel added to the reflector to reduce houseside reflections. Use with clear lamps only, as coated lamps reduce effectiveness. Tamper -Resistant Latch: Standard die-cast latch is provided with a captive 10-32 stainless steel flat socket -head screw to prevent unauthorized opening. Required only for vandal protection in locations where fixtures can be reached by unauthorized persons Houseside Shield for flat lens Houseside Shield for convex lens or polycarbonate lens Tamper -Resistant` Latch Horizontal Slipfitter Mount: Replaces standard mounting arm with a Horizontal Slipfitter Mount slipfitter which allows AR or SAR model to be mounted to a horizontal / pole davit -arm with 2" pipe -size mounting end (23/8" O.D.). Cast aluminum clamp -type slipfitter with set screw anti -rotation lock. Bolts to housing from inside the electrical compartment using mounting holes for the standard support arm. Davit -arm must be field drilled at a set Davit -arm with 2" pipe -size screw location to insure against fixture rotation. Finished to match fixture mount (by others) fixture and arm Special Options for Street Lighting Air Filter: Allows for ventilation through the optical chamber, filtering all air particles above 500 microns. Multi -layer disc assembly mounted on solid wall between optical compartment and latch cavity. Terminal Block: (For field wire connections in AR model only) 85AMP, 600V box clamp terminal block mounted to the housing inside the electrical compartment. Accepts #14-4 wire. Factory prewired to electrical module quick -disconnect plug. �y Air Filter �I`C Terminal Block Vertical Slipfitter Mounts: Allows AR or SAR model with standard support arm to be mounted to poles having a 2" pipe -size tenon (23/e" O.D. x 41/2" min. length). All mounting configurations can be Detail � used (AR: 1A, 2B, 2L, 3T, 3Y, 4C or SAR: 1SA, 2SB, 2SL, 3ST, 3SY, i Stainless 4SC). 4" square or round die-cast aluminum with flush cap, secured steel by four 3/0" stainless steel set point allen screws, finished to match Pole with 2" pipe -size — set screws — fixture and arm. NOTE: 3Y and 3SY only available on round slipfitter. tenon (by others) — Round Square KIM LIGHTING 77 Lamp and Electrical uuide Lamp ams �_ °c =3 ° > UI o aP oc-- o. n aac cEx .E X SODIUMHIGH PRESSURE 70HPS ED-17 Clear Medium Base (SAR only) 70 S-62 24000 6300 120 '1770.81 1.45 0.75 1.45 208 0.47 1 0.85 0.45 0.85 240 0.40 0.75 0.37 0.75 277 0.35 0.65 0.35 0.65 347 0.30 0.55 0.30 0.55 1001-11PS ED-17 Clear Medium Base (SAR only) 100 S-54 24000 9500 120 1.15 2.20 1.30 2.20 208 0.67 1.25 0.75 1.25 240 0.58 1.10 0.65 1.10 277 0.50 0.85 0.60 0.85 347 0.39 0.70 0.45 0.70 150HPS E-231/2 Clear Mogul Base (AR only) ED-17 Clear Medium Base (SAR only) 150 S-55 24000 16000 120 1.65 2.80 2.00 2.80 208 0.95 1.60 1.15 1.60 240 0.83 1.40 1.00 1.40 277 0.72 1.25 0.85 1.25 347 0.56 0.92 0.52 0.92 480 0.42 0.70 0.50 0.70 250HPS E-18 Clear Mogul Base (AR only) 250 S-50 24000 29000 120 2.50 1.70 1.65 2.50 208 1.50 1.00 0.95 1.50 240 1.30 0.85 0.80 1.30 277 1.10 0.75 0.70 1.10 347 0.93 0.70 0.60 0.93 480 0.63 0.45 0.40 0.63 400HPS E-18 Clear Mogul Base (AR only) 400 S-51 24000 51000 120 3.80 2.00 3.30 3.80 208 2.20 1.20 1.80 2.20 240 1.90 0.95 1.50 1.90 277 1.70 0.85 140 1.70 347 1.32 0.70 1.00 1.32 480 0.97 0.55 0.75 0.97 METAL HALIDE 70MH ED-17 Clear Medium Base (SAR only) 70 M-98 15000 5376 120 .85 1.90 .55 1.90 208 .49 1.00 .30 1.00 240 .42 .90 .25 .90 277 .37 .80 .25 .80 347 .30 .65 .20 .65 100MH ED-17 Clear Medium Base (SAR only) 100 M-90 15000 8640 120 1.15 2.60 1.15 2.60 208 0.66 1.50 0.66 1.50 240 0.58 1.30 0.58 1.30 277 0.50 1.15 6.50 1.15 347 0.40 1.00 0.40 1.00 150MH ED-17 Clear Medium Base (SAR only) 150 M-102 15000 14400 120 1.60 3.65 0.95 3.65 208 0.90 2.10 0.55 2.10 240 0.80 1.80 0.50 1.80 277 0.70 1.58 0.42 1.58 347 0.55 1.25 0.65 1.25 175MH BT-28 or ED-28 Clear Mogul Base (AR only) ED-17 Clear Medium Base (SAR only) 175 M-57 10000H 14400H 120 1.80 1.80 1.30 1.80 208 1.04 1.04 0.75 1.04 240 0.90 0.90 0.65 0.90 277 0.80 0.80 0.55 0.80 347 0.65 0.65 0.50 0.65 480 0.45 0.45 0.35 0.45 25OMH BT 28 or ED-28 Clear Mogul Base (AR only) 250 M-58 10000 23000 120 2.60 2.60 1.00 2.60 208 1.50 1.50 0.60 1.50 240 1.30 1.30 0.50 1.30 277 1.10 1.10 0.45 1.10 347 0.90 0.75 0.80 0.90 480 0.65 0.65 0.30 0.65 V� I 900 KIIM LIGHTING KRS Round Steei Non -tapered Poles General Specifications WE KRS Base and Base Cover Specifications Base Cover? Plan View • . D 45' I � �I 0 Longitudinal d � reference line. Bolt Circle Orient parallel Diameter to curb or walkway. Conduit Openin Presswood Template Leveling Nut Base Cover and Washer - Anchor Bolt Projection Base Detail Grout must be packed under pole base to insure full contact with footing and prevent a a ' loosening of leveling nuts. Concrete footing Provide a channel through the grout for to be designed drainage from the pole interior. by others. Application: AR, CC, EKG, ET, MX, STL, Type 5, VL STL with TS, TD or TR STRUCTURAL OPTIONS SAR, SET, STS Pole Construction: One piece non -tapered round shaft of low carbon steel (ASTM-A500 Grade B, 42,000 PSI min. yield) with one flush -welded vertical seam. Shaft is welded to a flat steel anchor base (ASTM-36, 36,000 PSI min. yield). Base Cover: Base has a two piece cast aluminum full cover of 319 alloy, secured by stainless steel screws. Optional anchor bolt covers available (See pages 11 -15). Pole Cap: A flush -sided cast aluminum pole cap is provided for side arm mounted luminaires. A rounded cast aluminum pole cap is provided for twin mounted luminaires (NS only). Handhole: 18' up from base, with a gasketed cover and ground lug. 2' x 4' handhole provided on poles up to 16'. Reinforced 3' x 6' handhole provided on poles 20' and taller. Anchor Bolts: Four fully galvanized anchor bolts provided (ASTM- 36, 36,000 PSI min. yield), complete with eight galvanized nuts, eight galvanized flat washers, and a presswood template. Strength: Poles will withstand wind loads as listed in chart (See pages 11 -15) when luminaires are mounted per fixture installation instructions. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness. 5 stage steel pretreatment to include phosphoric acid etch, followed by iron phosphate bath and chromate sealer for corrosion resistance. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, and White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. CAUTION: Installation of poles without luminaire(s) will compromise pole strength. Any accessories attached to pole, or other modifications will compromise pole strength and may result in pole failure. Maintenance: A regularly scheduled maintenance program must be established to insure the protective paint coating is intact, corrosion or structural damage has not occurred, and anchor bolt nuts are tight. Failure to do so could lead to pole collapse and serious personal injury. Page 11 Page 12 Page 13 STS with TS, TD or TR STRUCTURAL OPTIONS Page 14 NS Page 15 4k 10 11OY LIGHTING Round Steel Non -tapered Poles KRS A+ jA Application: AR, CC, EKG, ET, MX, STL, Type 5, VL Pole Mounting Finish - Options-� Ordering Example: KRS20-4120 . B / DB-P / BC4 / DR 2 3 4-5 1 Pole: Refer to page 2 for Wind Map and application information. ALLOWABLE POLE EPA -- Post Top ==='d Mounting =r--- Side Arm 20 $ 4 0CS 6 `��' r Q Pole Cat No. X Y ° p� N 3 N �0 o, & 9 O rn r o p pTO p Mounting KRS10.4120 10' 4' x 11 ga. 7"-8'/z' 33/e" 3/; x 15" + 3' 3/; x 9sq. 3' 16.9 12.5 9.5 7.4 KRS12.412D 12' 4' x 11 ga. 7"$''/z" 33/s' 3/4" x 15" + 3" 3/4' x 9" scl. 3" 13.4 9.8 7.2 5.6 KRS14 4120 14' 4" x 11 aa. 7 8'/2" I 33/e 3/; x 15" + 3' 3/; x 9sa. 3" 10.81 7.7 1 5.5 4.1 KRS16.412D 16 4' x 11 Q& 7" 81/z 33/9' 3/4 x 15' + 3' 3/4" x 9sq. 3' 8.5 5.9 4.0 2.8 KRS20.412D 19.6 4" x 11 ga. 7'-81/z' 33/e 3/4 x 30" + 4' 3/4 x 9sq. 3' 5.2 3.2 1.8 1.0 KRS20-018D 19.5' 4' x 7 ga. 7"-8'/z 33/8 3/4" x 3(" + 4' 3/4" x W sq. 3' 8.9 6.0 4.1 2.8 KRS2D-5120 19.5' Tx 11 cia 7'/z 81)T 33/e" 3/4' x 3 X + 4' 3/4" x !Y sQ. 3' 9.4 6.4 4.8 3.7 Y See chart X at right. g i�-618D 19.5' 5" x 7 7'1W-8'/z" 33/e 3/4" x 30' + 4' 3b' x 9" 3" 15.5 11.1 8.5 6.7 KRS25b12D 25' 5' x 11 7'/z" 8'/z" 33/e 3/4' x 30' + 4' 3/4" x 9' 3' 5.3 3.1 2.2 1.5 KRS25-6180 25' S' x 7 7Yz �'/z" 33/e" 3/; x 30" + 4" 3/4" x 9' s . 3' 9.8 6.6 4.9 3.7 KRS30 b180 30 5' x 7 ga 7Yz $'/z" 33/e" 3/a' x 30' + 4' 3/; x 9" sq. 3' S.9 3.5 2.4 1.7 Handhole NOTE: All allowable pole and fixture EPAs are derived from the AASHTO standard. Responsibility lies with the specifier for correct pole selection based on local Gusting Wind o Equivalent- co Base Cover codes and standards for the job location (See page 2). Wind Map Steady Wind-o 18" 2 Mounting: Plan Views: • W_ M Mounting Cat. No.: FM A B L T Y C EPA: AR - 1.2 2.4 2.0 3.2 3.2 3.9 EKG401/402 - 2.1 4.2 3.5 4.5 4.2 5.0 EKG501 - 2.8 5.6 3.8 6.1 5.9 6.6 ET - 1.8 3.6 2.6 4.1 3.9 4.7 MX21A - 2.1 4.2 3.8 5.1 - 6.0 STL - 2.2 4.4 2.8 5.0 5.0 5.3 STL with GS Option - 2.45 4.9 3.1 5.55 5.55 5.85 VL, CC or CCS 17' 0.7 0.9 1.8 1.6 2.5 2.5 2.8 VL, CC or CCS 21' 1.0 1.2 2.4 2.2 3.4 3.4 3.9 VL, CC or CCS 25' 1.2 1.5 3.0 2.7 4.3 4.3 4.9 VL, CC or CCS 29' 1.5 1.8 3.6 3.3 5.2 5.2 5.9 5SO/5AT/5X-100 2.0 2.7 5.4 - - - 6.4 NOTE: Allowable Pole EPA for jobsite wind conditions must be equal to or greater than fixture mount EPA. 3 Finish: Color: Black Dark Bronze Light Gray Platinum Silver White Custom Colors Super TGIC powder coat paint Cat. No.: BL-P DB-P LG-P Ps-P WH-P CC-P over an iron phosphate bath, Consult representative chromate sealed metal for custom colors. pretreatment. 4 Optional Anchor Bolt (Full base cover is standard.) Covers: Four cast aluminum anchor bolt covers finished to match pole, fastened to base with stainless steel screws. BC4 4' pole Bolt Covers BC5 5' pole Bolt Covers 5 Optional Duplex Mounted opposite the handhole, at 22'/z' from base of pole, in a steel box that is welded and sealed with a Receptacle: gasketed self -closing cover and locking bracket. DR Duplex Receptacle rated 20A., 125V. DR-GF1 Duplex Receptacle with Ground Fault Circuit Interrupter rated 20A., 125V. MM LIGHTING 11 �i* I HORIZONTAL LAMP POSITION A horizontal lamp orientation allows for a broad selection of luminaire distribution shapes. Optical systems are available in Type II, III, IV, SL Forward Throw, and Square Type V distributions. 0 I ROTATIONAL FLEXIBILITY Optical assemblies can be rotated in 90' increments without the use of tools, allowing for manipulation of distribution orientation independent of fixture orientation. a VISION SITE Architectural Area Lumina+re HOUSING 1 One-piece, die-cast aluminum housing maintains a nominal 0.125" wall thickness. Integral reveal channels along top surface of housing promote heat extraction and prolonged electrical component life. Solid cast wall separates optical chamber from electrical area. DOOR One-piece die-cast door frame. Door frame opens in a toolless fashion via release of one (VXS) or two (VXM) flush mounted toolless latches. Tempered 1/8" thick clear alass lens seals to door with a weather -tight continuous gasket. Optical chamber is sealed against entry of dirt and ml a continuous door mounted gasket which firmly compresses against optical enclosure wal LENS Impact resistant 1/8" thick tempered clear flat glass. PRODUCT SPECIFICATIONS - Features + Benefits OPTICAL SYSTEMS Choice of five (5) efficiency segmented optical systems constructed of premium 95% reflective anodized aluminum sheet. Optical segments are rigidly mounted inside a thick gauge aluminum housing for superior protection. All segment faces are clean of rivet heads, tabs, or other means of attachment which may cause streaking in the light distribution. Optional high efficiency hydroformed reflectors available in VXM housing only in four (4) distributions patterns. All reflector modules feature toolless removal, quick disconnect wiring plugs, and are field rotatable in 90° increments. HID lamp sources in medium housing (VXM) optics feature mogul -base lampholders while the small housing (VXS) optics feature medium -base lampholders. ARM One-piece extruded rectangular arm available in standard 5" (VXS), or 6", and 10" lengths (VXM). Internal bolt guides allow easy positioning of fixture during installation to pole or wall surface. SUSPENSION MOUNT [Not Shown] Die-cast cleat factory mounted to luminaire and finished in luminaire color. Stainless steel structural rod measures 1/2" in diameter and is provided in luminaire finish color or optional natural finish. Product works in conjunction with accessory VXS 5" arm and VXM 10" arm. INVUE poles provided pre -drilled for suspension mount option. See INVUE pole brochure for a complete selection of matching poles. DIMENSIONS vxs M_ 6" [152 mml VXM 7" [178 mm] Lvxs 13 1/2" [343 mm].-I ---.VXS 23" [584 mm]� VXM 17" [432 mm] VXM 28" 1724 mm] VxS 5" [127 mm] VXM 6" or 10" [152 mm or 254 mm] Is VISION SITE Archirectutal Area Luminaire DRILLING PATTERNS VXS (TYPE "E") VXM (TYPE "M") --� 2 11/16' - 2 11'/16" 169 mm] 3/4" [20 in.] [69 Min]dia. hole 1 3/4" [20 mm] dia. hole 7/8" [23 mm] 3 7/8' 2 7116' [124 mm] (99 mm) 4 718' (124 mni] (2) 3/8" [10 mm] dia. holes (2) SIB' [16 in in] dia holes ELECTRICAL TRAY Ballast and related electrical componentry are mounted to a reinforced one piece galvanized steel tray with integral handle. For ease of maintenance, tray hinges open via toolless release of one spring loaded latch, Electrical ouick disconnects a))ow tray to be completely removed from housing providing ample hand and tool room for attachment of fixture during installation, and a safer servicing environment. Optional tray mounted fuse connections offer a distinct and easy to maintain alternative to common inline fuse connections. FINISH Housing and arm finished in a 5 stage premium TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum, and graphite metallic. RAL and custom color matches available. Consult your INVUE Lighting Systems Representative for more information. Certifications IP66 Rated [VXS] 25°C Ambient U.L. 1598 Listed IP54 Rated PM] 40°C Ambient ISO 9001 [ C 0 CSA Listed 1 36 Vibration Tested Full Cutoff VXS Suspension Mount (TYPE "F") .312" [8 min] 2 3/4" dia. hole (70 mm] 1V [280 min] 3/4' (20 mm] dia holes 3 7/8" (99 mm] 3' ]177 in (2) 3/8" 110 mm] dia. holes VXM Suspension Mount (TYPE "G") .312" [8 mm; 2 3/4" dia. hoie [70 mm] 13 114" [336 mm] 3/4" 120 mm] dia. holes 4 7/8" [124 mm] 2 7/16" (62 min) (2) 9/16' [15 min] dia. holes 16 VISION SITE Architectural Area Luminaire � ORDERING INFORMATION Cr c Sample Number: VXM400-MH-W-3S-BK4WPS-L Product Family 'rFMH-!M?eta1 fl2S-Type ibution Structural Options Options (add as suffix) Accessories (order separately/replace )0( with color suffix) YXS-Vision Siteesign 20 Formed (add u suffix) F-Sillgk Fuse MAf071-XX-V%S 5' Arm For Square Pble Small II Pak Maurrt (120,277, or 347V) MA1074-XX-VXS 5' Arm For Round Pole NOtM-Ymon Sitee Startype IV 30 Formed " PRI -Painted Strut Rod and Specify Voltage MA70SO-XX-VXM 6' Arm For Square Pole Mediumal Halideype III Clevis Set for Square FF-Double Fuse MA1051-XX-VXM 10" Arm For Square Pole" HPS-High 4F-Type V 40 Formed" Poles" (208, 240 or 48OV) MA1052-XX-VXM 6" Arm For Round Pole La Lamp Pressure 4S-Type IV PRCSS-Stainless Steel Finished Specify Voltage MA1053-XX-VXM 10" Arm For Round Pole" Wattage. Sodium SF -Type V SO Formed" Strut Rod and Clevis Set Q-OU2rtZ Restrike " MA1073-XXVXS Direct Mount for Square Pole MR CF-Compact 55-Type V for Square Poles " EM-Ouartz Restrike with Delay MA1076-XX-VX5 Direct Mount For Round Pole 70'7OW Fluorescent • SL-Forward Throw Spill FRCPR-Painted Strut Rod and (Also Strikes at Cold Start) " MA7056-XX-VXM Direct Mount for Square Pole 100-t00W OL-Ekctmdekss Light Eliminator Clevis Set for Round EM/SC-Quartz Emergency MA1057-XX-VXM Direct Mount for Round Pole 150-1SOW Fluorescent Poles'• Separate Circuit " MA120o4O( VXS Direct Wall Mount Kit " 175-175W 250-25M 320-320W' 350-350W' 400-400W' 42-42W' 57-57W" 114-(2) SOW' 140-(2) 701N' 85-85w' Voltage" 120-120V 208-208V 240-240V 277-27N 347-34N 490-480V DT-Dual-Tip wired 277V" MT -Multi -Tap wired 27N" Tr -Triple -Tap wired 347V" Colors (add as suffix/must specify) SK-Black AP -Grey BZ-Bmnze WH-White DNDark Platinum GM -Graphite Metallic PRCSR-Stainless Steel Finished Strut Rod and Clevis Set for Round Poles'• Won Mount WR(p-Painted Strut Rod and Clevis Set " WRCS-Stainless Steel Strut Rod and Clevis Set 11 42CF/EM-Emergency Battery Backup " R-NEMA Twistlbck Photocontroi Receptacle (VXM Only) PC -Button Photocontrol M(5 Only/Specify Voltage) OS -Dual Fluorescent Switching Control '• HS-House Side Shield VS-Polytarbonate Vandal Shield T-Terminal Block (VXM Only) L-Iamp Included HOVE: 1 Arm not included. See amesmris 2 AD MD lamps are mogut-base in VXM and medium -base In VXS. 3 Pulse Start Metal HaBde only (320 and 350W).4 40OW MH requires reduced envelope ED2a lamp 5 compact fluorescent only. Available in VXS with Type 3S, 4S and SS dtstributioas calµ a Normal MALL lamp length of 57W CFL not to exceed T. 7 Dual 67 and dual 79W Compact fluorescent lamp option awibble In VXM housing in Type 4S dmst ftoc n only. a 0ecbodelm Ruareseent OL lamp ormhr. Awiabe in VXM housing in Type 3S and 5S distributions onlµ 120V only. 9 compact fluorescent ballasts cantsin imemd fusing. No supplemental fusing is necessary CIF ballast are 120 through 277V. 10 products also avalable in non -US voltages and SOW for intxaational mad eK Consult factcry for avai Ilty and ordering Information 11 Dual -Tap is 1201277V wired 277V. Muld-Tap Is 1201208/240127N wind 27N Triple -Tip hMst 6 12012771347V wired 347V. 12 2F, 3F, 4F, 5F and SL optics milable in VXM only. 13 RAL and custom cola matches available. Consult your INWE Lighting Systems Representative for more infomution 14 Square pok mount structural options do not include arm assembly (See Accemries). compatible with 5' MA1071 arm for VA a 10' MA1051 arm for VXM oralµ 15 Round pole mount structural options do not Include arm saxmWy (See Accn+ades). compatible with 5' MAt074 arm for VXS, or 10' MA1053 arm for VXM onlµ 16 Wall mount structural optiem do not Include arm assembly (see keesumed. Compatible with P MA1071 arm for VXS, or 10' MA1051 am for VXM only. 17 Quartz option not mllable with SL optk 19 Battery backup provides 90 minute of supplemmml light at 010% of initial rated lamp lumem VXS Type 35, 45. SS optics colic Must specify 42W Compact Ruonscent lamp. to Dual switching requires dual 57W or dual 70W compact Fluorescent lamps, and allows independent wultehi g control of each lamp through use of two (2) ekvtmnk ballasts Allows 50% power reduction 20 House side shield not amenable on SS and SL optla 21 Use when mounting VXM 6xtnn heads at ten' increments. 22 For use in down lighting applications only DIMENSIONS 6' [16 mm] VXM 7' [178 mm] -VXS 13 112" [343 mm]-) L--VXS 23' [584 mml � VXM 17" [432 mm] VXM 28' 1724 men] VIES 5,1127 mml VXM 6" or 10" [152 mm or 254 mm] DRILLING PATTERNS VXS (TYPE 'E") VXM (TYPE "M") 2 11/16' 2 11/16' 669 men] 3/4" [20 mm) [69 mm) dia. hole 1 3/4' [20 mm) dia. hole 7/8' 123 men] 2 7116' (124 mm] 3 7/8' [99 mm) 4 7/8" 1124 mm) (2) 3/8' 110 mm] dia. holes dia. holes WATTAGE TABLE VXS VXM ............. 1:.......................................... I................. Meal Halide 70, 100, 175W 175, 250, 40OW Pulse Start Metal Halide 250, 320, 350, 40OW High Pressure Sodium 70. 100, 150W 150, 250, 40OW Complied Fluorescent 42, 57W (2) 57,(2) 70W Eleetrodeless Fluoresceirt 85W STANDARD COLORS 17-1' ■ BK AP BZ Black Grey Bronze SHIPPING DATA MA1077-XX-VXS Wall Mount Kit with 5' Arm " MA1201-XX-VXM Direct Wall Mount Kit" MA1054-XX-VXM Wall Mount Kit with 6' Arm " MA1207-XX-VXM Mast Ann Adapter MA1101-XX-VXS Single Arm Tenon Adapter for 2 3/8" O.D. Tenon MA1102-XX-VXS 2 ® I Tenon Adapter for 2 3/8' O.D. Tenon MA110340605 3 ® 120' Tenon Adapter for 2 318" O.D. Tenon MA1104-XJ(-V)(S 4 a 90' Tenon Adapter for 2 3/8' O.D. Tenon MA710S-XX-VX5 2 ® 90' Tenon Adapter for 2 3/e" O.D. Tenon MA1106-XX-VXS 3 ® 90' Tenon Adapter for 2 318" O.D. Tenon MA1107 XX-VXS 2 dB 120' Tenon Adapter for 2 3/8' O.D. Tenon MAIIOI-XX-VXS Single Arm Tenon Adapter for 3 1/2' O.D. Tenon MA1109-XX-VXS 2 ® 180' Tenon Adapter for 3 1/2" O.D. Tenon MA1110-XX-VXS 3 ® 120' Tenon Adapter for 3 1/2' O.D. Tenon MA1111-XX-VXS 4 O 90' Tenon Adapter for 3 1/2' O.D. Tenon MA1112-XX-VXS 2 Q 90' Tenon Adapter for 3 1/2' O.D. Tenon MA1113-XX-VXS 3 ® 90' Tenon Adapter for 31/2" O.D. Tenon MA1114-XX-VXS 2 ® 120" Tenon Adapter for 3 1/2" O.D. Tenon MA7017-XX-VXM Single Ann Tenon Adapter for 2 3/8' O.D. Tenon MA101 e-XX-VXM 2 ® 180' Tenon Adapter for 2 3/8' O.D. Tenon MA101f-XX-VXM 3 ® 120' Tenon Adapter for 2 3/8' OD. Tenon MA1045-XX VXM 4 ® 90' Tenon Adapter for 2 318" OD. Tenon MA1048-XX-WM 2 ® 90' Tenon Adapter for 2 3/8" O.D. Tenon MA7115-XX-VXM 3 ® 90' Tenon Adapter for 2 3/8' O.D. Tenon MA1116-XX-VXM 2 Q 120' Tenon Adapter for 2 3/8' O.D. Tenon MA1010-XX-VXM Single Arm Tenon Adapter for 3 1/2- O.D. Tenon MA7011-XX-VXM 2 ® 180' Tenon Adapter for 3 1/2" O.D. Tenon MAIM 2-XX-VXM 3 ® 120' Tenon Adapter for 3 1/2' O.D. Tenon MA1013-XX-VXM 4 ® 90' Tenon Adapter for 3 1/2" O.D. Tenon MA1014-XXVXM 2 ® 90' Tenon Adapter for 3 1/2' O.D. Tenon MAIM 6-XX-VXM 3 ® 90' Tenon Adapter for 3 112" al). Tenon MA1015-XX-VXM 2 ® 120' Tenon Adapter for 3 112" O.D.Tenon OA/RA1016-Photocontmi-Multi-72p OA/RA1027-Photocontmi-480V OA/M7201-Photocontrol-Multi-ap (347V) VXS Suspension Mount (TYPE "F") 2 3/4' .312" IS men] dia. hole [70 mml cl- 11' 1280 mml 3/4' [20 mm) dia. holes 3 7/8' [99 mml 3" [77 men] (2) 3/8' (10 mml dia. holes VXS VXM * ............................ * ------ Net Weight (lbs) 35 51 Volume (cu. ft) 3.00 3.18 E.P.A. 1.05 1.30 NOTE: The above are approximate weights and volumes. VXM Suspension Mount (TYPE "G") .312" [e mm] 2 3/4' dia. hole 170 mm] 13 1/4' [336 mm] 3/4" (20 mml dia. holes 4 7/8' [124 mm) 27116, [62 men] 12) 9/16' 115 mm) dia. hales POLES INVUE Lighting Systems offers a comprehensive package of steel, aluminum and decorative poles to suit any site lighting application. Consult the INVUE Poles brochure for ordering information and product specifications. WHI DP GM White Dark Platinum Graphite Metallic 18 VISION SITE Architectural Area Luminamre V) W Id W 4n co W L!i W snroua option) Up/Down Cutoff & Deep Shielded E5 Series -- Up/Down Cutoff The optics provide controlled uptight and downllght with side cutoff. The E5 Series optics are also available for vertical mounting; add suffix'R' to catalog number. NOTE: 50-watt MH with suffix'G" Is supplied with a glass Insert to allow operation in the wall -mounted position. Candlepower Distribution Curve of SOW HPS E5 Up/0own Cutoff Light. mania. inWk. a.ww,e y H.+an isofootcandle plot of one 5OW HPS E5 Up/Down Cutoff Light at 10' (3.0 m) mounting height (plan view). Id E8 Series Deep Shielded Front brightness shielding without sacrificing wide light distribution. The E8 works ideally over entrances. Candlepower Distribution Curve of 70W HPS E8 Deep Shielded Light. VA- rn um. Of V-4,a H.VX Isofootrandle plot of one 70W HPS E8 Deep Shielded Light at 15' (4.6 m) mounting height (plan view), 2.3' 4.2' _ a.5' (57mm) I For 50, 70 and 100w HPS with quid -volt houshro dapnthd fe13 �(76 mm s itnd the overact iftre depth s 7.2' �f83 mm). Wattage/ Ceislog Mounting Description Lamp Type Number Position Up/Down Wolf SOW MH E5405-DO Wall 35W HPS E5503-1 Any 501V HPS E5505.1 Any Deep Shielded _ - 50W MH E8405-0 Well Downlight only 7MY MH E8407.0 Wall Downlighl only 35W HPS E86as-1 My SOW HPS E8505.1 Any 70W HPS E8507-1 Wall Downllghtonly 10OW HPS E8510-1 Wall Downlight only NOTE: Suhlx Vindicates glass insert is supplied. Options: (Factory -Installed) Change Add After Description SUHIxTD Suffix Single -volt ballast (277V, 20ew of 240V) 2,3 or 4 (35-50N HPS only) Ouad-voll ballast (70-1o0wHPS arty) Quad -volt ballast (50-70'N MH) M M 347V ballast (sow HPS ony) 6 Td-volt ballast (50 & 10'N MH oak) Td-volt ballast (70 & WN HPs any) T T Photocell (120V, 277V.20ey, 240V or 347V) 1, 2, 3.4 or 6 P Bronze Color Shroud BS Gold Color Shroud (not eyrilable on IWN HPS) GS High Power Factor ballast H Tamperproof Lens Fasteners J Vertical Mounting (E5 Series orwy) NOTE: Not available when both hpf and photocell supplied R Polyrarlwnate Lens V Accessories: (Field-Instsiied) Description Sudace Mounting Box Catalog Number ESB-7 Pole Mounting Bracket PAS-7 Tamperproof ScrewdrPVer TPS-1 Catalog Number Logicryoltage Suffix Key ............................. Page 9 Bollard Panel ............................... I .................. I Page 31 Accessories .................. I ....... I ..........-.............. Page 39 E5 Series Mounting Multipliers Height Multiplier 7' (2.1 m) 2.04 8' (2.4 m) 1.56 9' (2 7 m) 1.23 10' (3.0 m) 1,00 12' (3.7 m) 0,69 15' (4.6 m) 0.44 29 (6.1 m) 0.25 The E5 Series photometric data was developed In testing Ruud fixtures with clear, SOW HPS 4,000luman medium base lamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the following: Lamp/wattages Multiplier 50W MH 0,85 351VHPS 058 E8 Series Mounting Multipliers Height Multiplier 8' RA m) 3.52 _ 19 (3.0 m) 2.25 12' (3.7 m) 1.56 15' (4.0 m) 1.00 20' (6.1 m) 0.56 25' (7.6 m) 0.36 The E Series photometric data in this section was developed In testing Ruud fixtures with clear, 70W HPS 6,400lumen medium base tamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the following: Lamp/Wattages Multiplier SOW MH 0.53 70VI MH 0.86 35W HPS 0.35 SOIN HPS 0.63 100V7 HPS 1.48 Supertemp Facility South Burlington, Vermont Cost Estimate for Planting Michael Lawrence Assoc. Landscape Architects Essex Junction, Vermont April 18, 2006 SCIENTIFIC NAME SIZE UNIT QUAN SUB TOTAL EVERGREEN TREES Picea abies A 4-5 ft. $ 150.00 10 $ 1,500.00 Picea abies B 5-6 ft. $ 180.00 11 $ 1,980.00 Picea abies C 6-7 ft. $ 220.00 7 $ 1,540.00 Picea glauca A 4-5 ft. $ 150.00 9 $ 1,350.00 Picea glauca B 5-6 ft. $ 180.00 7 $ 1,260.00 Picea glauca C 6-7 ft. $ 220.00 5 $ 1,100.00 Picea glauca 'Densata' 6-7 ft. $ 220.00 6 $ 1,320.00 Picea pungens'Fat Albert' 5-6 ft. $ 300.00 12 $ 3,600.00 Thuja occidentalis 'Nigra' 6-7 ft. $ 160.00 14 $ 2,240.00 DECIDUOUS TREES Acer x freemanii 'Morgan' 2-2.5 in. $ 450.00 8 $ 3,600.00 Acer rubrum 'Northfire' 2-2.5 in. $ 450.00 6 $ 2,700.00 Acer rubrum'Northwood' 2-2.5 in. $ 450.00 8 $ 3,600.00 Betula nigra 'Heritage' 8-10 ft. $ 300.00 4 $ 1,200.00 FLOWERING TREES Amelenchier canadensis 5-6 ft. $ 240.00 1 $ 240.00 Magnolia stellata 5-6 ft. $ 300.00 6 $ 1,800.00 PLANTING TOTAL $ 29,030.00 -T -RL.V,- DEVELOPMENT REVIEW BOARD 4 NOVEMBER 2008 Members asked what the "bio-retention" area was. Mr. Marshall said it is a shallow retention pond and the area for snow removal/storage. Members favored the single unit approach rather than the previously approved multi -unit building. Mr. Belair noted that the regulations would allow a private road. Ms. Quimby said she would be opposed to a public road and felt there is no way Public Works should have to be responsible for the road Members agreed on a private road Mr. Knudsen rejoined the Board. 7.� Preliminary Plat Application #SD-08-52 & Final Plat Application #SD-08-53 of Super -Temp Realty Co., LLC, for a planned unit development consisting of a 35,000 sq. ft. manufacturing facility to be constructed in two phases, phase 1 consisting of 30,000 sq. ft. and phase II consisting of 5,000 sq. ft.,104 Bowdoin Street: Mr. Marshall said the plan is not altered from what was previously approved. The developer did not get a building permit within the allowable time. Mr. Dinklage reminded the applicant that they will be paying for the traffic signal. Mr. Marshall noted that the Association is collecting money for this. Mr. Marshall also showed the building elevations. He noted a height waiver was granted for the tower area. The applicant committed to building what was shown in the elevations. Ms. Quimby noted that the Public Works report was again missing. Ms. LaRose noted it relates to Bowdoin St. Originally there was to be a cul de sac, but that has now been removed. Ms. Quimby asked if Public Works has seen the new configuration. Mr. Behr said if the stipulation requires the applicant to adhere to Public Works' comments and those are no longer applicable, there could be an issue. Mr. Belair then retrieved the Public Works memo which satisfied Board members. Ms. Quimby moved to approve Preliminary Plat Application #SD-08-52 and Final Plat Application #SD-08-53 of Super -Temp Realty Co, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 8. Final Plat Application #SD-08-51 of Chittenden Bank to amend a previously approved planned unit development consisting of 704,655 sq. ft. GFA shopping center complex with 618,846 sq. ft. of GLA. The amendment consists of: 1) razing a 3310 sq. ft. drive-in bank, 2) constructing a 4638 sq. ft. GLA drive-in bank, and 3) installing a 1330 sq. ft. temporary drive-in bank, 55 & 155 Dorset Street: -7- r � 14 8i lout , i-1 in ton f,LANNIUW i-`iai11HG November 20, 2008 Dave Marshall Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 Re: Minutes — Super Temp Dear Dave: For your records, enclosed is a copy of the approved November 4, 2008 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. + 71x Durstt £tru4t r ulh ff rl3nglen, YT 054;4'3 Crl 802 �40.1106 flax 801,946.4101 .vww,zbu0.n,3M southbarlington November 6, 2008 Peter Kenny 27 Weeping Willow Lane South Burlington, VT 05403 Re: Preliminary Plat Application #SD-08-52 & Final Plat Application #SD-08-53, Super - Temp Dear Mr. Kenny: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant 575 Dnrs&l stra4k au b €furknotoll, VT 054151 tat 801.841.4101 wyjw.xhu0.conr f k ,ro �cX� ✓p ter. CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five worki g days. 24 V.S.A. § 4471(c). HEARING DATE: O\we EL (4, ocg NAME MAILING ADDRESS PROJECT OF INTEREST y� �� � GG 1 el l et �► �,11Vie Z o 1�1�t,1-�a ��.`` 4Jb VWt �tuwl �"i�- 2— f//� .cam f /CJt/2/ vL i A—, Vf Ali alaler��� xz CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATEI�oxl NAME MAILING ADDRESS PROJECT OF INTEREST F 0 5-3 Ki 16 � / KI P-e-/� L Y 0540 bo RA R21 w 7JwaAuo m c�,-c.Ar-c, �'d . VT Otw `SAred tAJc^ s� Qvr- l,,n-7}Vn ,DV-'— ('u d y, ✓ r t> { % ���--�++ 2i 1 lam/'°I �� �✓ G Cld f r �C /2 A e �s� 5 6 rb IZJS. 5V—j bb KIrRJ gorl r r 1 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: !vy V t zy U �; NAME MAILING ADDRESS PROJECT OF INTEREST "V-'yy'Utluz-A 0,m y 00J-d//J �s t-lPel ab aff-k ws X,r-G,d tq-d k L,d.dIN [JaJsk! 0 /dam � O hlDlr/�.N �J V j`�Jr�j '' ' y�'� �f✓ J .V ry � J' L;Siu1 _TnIAJ-Il 4"Cta"; -?0 't30a oil is� � WlRS C,i �cr A Al �L j�'UI1L'ZL C�vlSULti F>- o. �M _ W (LLl t►ll1, V t- J j,L�iV1 �iE�M 6rcvt( 6. j 156'� &'r("Ot'A' V-t 0510)-oul C �cr ;A-A,I (,.a - c e- (- C e w e,1 C tj zc, k'c- lrl-ew�LCY,U_�.IrwLe I Su,ut. -Lei N OS�(u 3 S a - T3 L4/ C < <� +. V 4- CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: /l 4 "D P NAME MAILING ADDRESS PROJECT OF INTEREST bArq W - J-4' " M•t7 -41 CW L 14 go . V31-4 (ZAA nil M4 y %4 T J Li, c f ac- r ► Q southburlington PLANNING & ZONING November 6, 2008 David Marshall Civil Engineering Assoc. 10 Mansfield View Lane South Burlington, VT 05403 Re: Preliminary Plat #SD -08-52 & Final plat #SD-08-53 Dear Dave: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on November 4, 2008 (effective 11/6/08). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be submitted 8r recorded by May 5, 2009) or this approval is null and void. If you have any questions, please contact me. Sincerely, BetsrZoning own Plansistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 6154 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com r C October 29, 2008 Ram southburlington PLANNING & ZONING Dave Marshall Civil Engineering Assoc. 10 Mansfield View Lane South Burlington, VT 05403 Re: Super Temp Dear Dave: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, November 4, 2008 at 7:30 p.m. If you have any questions, please give us a call. Sincere y, Betsy M nough Brown Plannin Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com As wn iaR Low, iteria ired viR be hear- )perty an ty sta- rt for listrict umber on. he mine ig a ings wi It imis- is ty for -com- rriday, are Plan- Plan- operty is :0 10 rtici- er 10 mt, .vt.us )f ial i 3rd at igton. s is nts and f .e ,ident pass or desig- ential on that street pursuant to section (g). In addition the Police Depart- ment shall issue resident parking permits to car share organizations for parking on all streets, or por- tions thereof, that are designated "resident parking only' pursuant to section (g). (1) through (2) As Written (g) Specific conditions. (1) through (9) As Written Adopted this 8th day of October 2008 by the Board of Public Works Commissioners: Attest Norman Baldwin, P.E. Assistant Director -Technical Services Adopted 10/8/2008; Published 10/15/2008; Effective 11/5/08. Material in [Brackets] delete. Material underlined add. NOTICE OF PUBLIC HEARING TO AMEND THE TOWN OF CHAROTTE LAND USE REGULATIONS Pursuant to 24 V.S.A. Section 4444, the Charlotte Planning Commission will hold a public hearing at the Charlotte Town Hall on Thursday, November 6, 2008 at 7:45 PM for the purpose of receiving public comment on proposed amendments to the Town of Charlotte Land Use Regulations. The purpose of the proposed amend- ment is to make certain edits as found to be necessary and desirable based on public feedback and use of the document following its adoption in 2006. The proposed amendments to the Land Use Regulations will affect all lands within the Town of Charlotte. The proposed amended Land Use Regulations will have the following table of contents (abbreviated): Chapter I. Authority & Purpose Chapter II. Zoning Districts & District Standards Chapter III. General Regulations Chapter IV. Specific Use Standards Chapter V. Development Review Chapter VI. Subdivision Review Chapter VII. Subdivision Standards Chapter VIII. Planned Residential & Planned Unit Development Chapter IX. Administration & Enforcement Chapter X. Definitions The full text of the amendments is available for review at the Charlotte Town Office and on the Town's web - site: http://www.charLottevt.org. ential OPENINGS iod BURLINGTON CITY COMMISSIONS/ Cc- BOARDS On Monday, October 27, 2008, the Burlington City Council will fill vacancies on the following Citv Co Applicants be nominated by a member c : City Council to be considered for a position; a list of Council members is also available at the Clerk/Treasurer's Office. Please call the Clerk/Treasurers Office at 865-7136 for further information. The City of Burlington encourages persons from diverse backgrounds to apply to serve on boards, commis- sions and committees. The City is committed to providing equal oppor- tunity to all persons without regard to political affiliation, race, color, religion, age, sex, sexual preference, national origin, disability or any other non -merit factor. PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board wit[ hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on November 4, 2008 at 7:30 P.M. to consider the following: 1. Final plat application #SD-08- 51 of Chittenden Bank to amend a previously approved planned unit development consisting of a 704,655 sq. ft. GFA shopping center complex with 618,846 sq. ft. of GLA. The amendment consists of: 1) razing a 3310 sq. ft. drive-in bank, 2) con- structing a 4638 sq. ft. GLA drive-in bank, and 3) installing a 1330 sq. ft. temporary drive-in bank, 55 & 155 Dorset Street. 2. Preliminary plat application #SD-08-52 & final plat application #SD-08-53 of Super -Temp Realty Cc, LLC for a planned unit development consisting of a 35,000 sq. ft. manu- facturing facility to be constructed in two phases, phase 1 consisting of 30,000 sq. ft. and phase II consist- ing of 5,000 sq. ft., 104 Bowdoin Street. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are avail- able for public inspection at the South Burlington City Hall. October 15, 2008 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. 1241-06 Cl HSBC Bank, USA, NA, Plaintiff V. Daniel Leonard, Kathleen Leonard, John Delucco, Kathleen Delucco Fairview Farm Homeowners Associa- tion State Of Vermont, Department Of Taxes And Occupants residing at 9 Haw- thorne Circle, Essex, Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sate contained in a certain mortgage given by Fieldstone Mortgage Company to Daniel Leonard dated November 1, 2005 and re- corded in Volume 671, Page 96-117 of the Land Records of the Town provided at the time of sale. The sk is subject to taxes due and owing to the Town of Essex. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burl- ington, VT 05403, 802 660-9000. HSBC Bank, USA, NA By: Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave., Ste. 306 South Burlington, VT 05403 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. S0096-08 CnC Universal Mortgage Corporation, Plaintiff V. Sara J. Mongeon, Robert Mongeon And Occupants residing at 88 River Street, Milton, Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a certain mortgage given by Universal Mort- gage Corporation to Sara J. Mongeon dated July 13, 2007 and recorded in Volume 348, Page 399 of the Land Records of the Town of Milton, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 12:00 P.M. on October 28, 2008, at 88 River Street, Milton, Vermont all and singular the premises described in said mortgage: To Wit: Being all and the same lands and premises conveyed to Sarah J. Mon- geon by Executors Deed of Sandra J.C. Griswold, Nancy E. Cloud and Susan J. Bainbridge, Co -Executrices of the Estate of Erlene S. Cleveland dated July 13, 2007 and recorded in Book _ at Page _ in the Land Records of the Town of Milton: Terms of Sale: $10,0oo.00 to be paid in cash by purchaser at the time of sale, with the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sale. The sale is subject to taxes due and owing to the Town of Milton. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burl- ington, VT 05403, 802 660-9000. Universal Mortgage Corporation By: Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave., Ste. 306 South Burlington, VT 05403 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. S0946-07 CnC Aurora Loan Services, LLC, Plaintiff v. Jessica T. Lacey, Dean R. Lacey, Lehman Brothers Bank, FSB And Oc- runantc rpcirlinn nt 7n57 Main Rnari of the Goods, Chattels and Estate of Herbert V. Sheldrake dated November 14, 2005 and recorded in Vol. _ at Pages of the Town of Hunting- ton Land Records. Terms of Sale: $10,000.00 to be paid in cash by purchaser at the time of sale, with the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sale. The sale is subject to taxes due and owing to the Town of Huntington. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burl- ington, VT 05403, 802 660-9000. Aurora Loan Services, LLC By: Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave., Ste. 306 South Burlington, VT 05403 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. S1118-07 CnC HSBC Bank USA, National Associa- tion for the Benefit of ACE Securities Corp. Home Equity Loan Trust, Series 2006-NC3, Asset Backed Pass - Through Certificates, Plaintiff V. Todd Trombley, Betty Ann Trombley And Occupants residing at 79 Lake- side Avenue, Burlington, Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a certain mortgage given by New Century Mortgage Corporation to Todd Tromb- ley dated September 25, 2006 and recorded in Volume 975, Page 304 of the Land Records of the Town of Burlington, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 1:45 P.M. on October 28, 2008, at 79 Lakeside Avenue, Burlington, Vermont all and singular the premises described in said mortgage: To Wit: Being all and the same land and premises conveyed to Todd Trombley and Betty Ann Trombley by Warranty Deed of Denise M. Dalton dated June 14, 1996 and recorded in Volume 547 at Pages 107-108 of the City of Burlington Land Records. Terms of Sale: $10,000.00 to be paid in cash by purchaser at the time of sale, with the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sale. The sate is subject to taxes due and owing to the Town of Burlington. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burl- ington, VT 05403, 802 660-9000. HSBC Bank USA, National Association Mortgage Corporati Jackson dated Sept and recorded in Vol 390 of the Land Re of Colchester, of wl undersigned is the for breach of the cc mortgage and fort foreclosing the san at Public Auction a October 28, 2008, Colchester, Vermon the premises descri mortgage: To Wit: Being all and the s premises conveyed son and Lisa M. Jac Deed of Clark J. Eai Clark dated Septem record in Volume _ the Colchester Lan( Terms of Sale: $10, paid in cash by pur time of sate, with t at closing. Proof of the balance of the provided at the tim is subject to taxes the Town of Colche Other terms to be a sate or inquire at L Kimball Ave., Ste. ington,VT 05403,1 Deutsche Bank Nati pany, as Trustee By: Joshua B. Lobe, Lobe & Fortin, PLC 30 Kimball Ave., St South Burlington, 1 STATE OF VERMONI CHITTENDEN COUN CHITTENDEN SUPEI DOCKET NO. S326E U.S. Bank N.A. as T in -interest to Wach as Trustee for JPM Plaintiff V. Ronald W. Ryan, No era[ Credit Union, Thayer Bay Homeov And Occupants resi, Bay Circle, Colchest Defendants NOTICE OF SALE By virtue and in ex, Power of Sale col mortgage given by Federal Credit Unioi W. Ryan dated June recorded in Volume of the Land Record: Colchester, of whicl undersigned is the for breach of the cc mortgage and for tl foreclosing the sam at Public Auction a{ October 28, 2008, Circle, Colchester, V singular the premis said mortgage: To Wit: Being all and the si premises conveyed Ryan by Quit Claim L. Ryan dated May recorded July 31, 1 182 at Page 311 of "LA.NNINO & wQnING October 15, 2008 Super -Temp Realty Company, LLC 133 Elm Street PO Box 277 Winooski, VT 05404 Dear Property Owner: Enclosed is a copy of a public hearing notice that was printed in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy Mc onough Brown Planning & Zoning Assistant Encl. cc: Dave Marshall 5?5 Dorset Struat South Suriinglon, VT i1 WJ3 10 fax 80.2..B48.3x81 Hav�ww.xbua _cam ,r`LAWNir t a ZQNLNG October 15, 2008 Summer Ice Joint Venture, LLC c/o Neagley & Chase Constructoin PO Box 2283 South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, �U 1 %4&� Betsy McDonough Brown Planning & Zoning Assistant Encl. 5M Dursat Struaet 5Dui:i 6•airLnglon, VT 05403 IQI 1142 644.dbp6 fax gt3:.84t�.xtf1! varaacr.zt�ux;,r�a€n southlbu "I October 15, 2008 Burlington Properties, LTD c/o Dynapower ATTN: Peter Pollack 85 Meadowland Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 6?x Darss.t Struts, South Durkngton, YF 05401 tel 802 94i,AI G rxx 80:.046AAI Wr+!m.ssrurk.corn { south_ �ur.1 ngton r'LAN141ifG 1& Z 0 N I N G October 15, 2008 Green Acres, Inc. c/o Mark Goodrich 3 Southwind Dr. Burlington, VT 05401 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 5";'5 Du:sal 3trekl Soul% Burhnglon, VT 115403 lei 202 044"Oha tax 001 846AA 1 W,r)W.3h.1 .eam soot .buIC ingto PLANNaa1!JINQ October 15, 2008 Birchwood Properties, LLC 5524 Cypress Street, Suite B Tampa, FL 33607 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. S75 Clarsrt Strait Saul,i Burlingtar+, yr 05402 Sol M 046,001 fax 002AM4701 www•.sluO,com I -.1VIL EI GAI NEERU G 10 Mansfield View Lane South Burlington, VT 05403 October 10, 2008 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: Super -Temp Wire & Cable Manufacturing Facility Lot 6 Meadowland Business Park, 104 Bowdoin Street PUD Preliminary Plat & Final Plat Amendment Application Dear Mr. Belair: Since Super -Temp Wire & Cable did not proceed with construction within 6 months of the issuance of its original approval in August, 2007, the applicant is seeking a new approval of the same project as that previously approved by the City. Please find attached a preliminary plat and final plat application with supporting documentation. Per your direction, we have not attached additional plans as the City will utilize the same plans remaining from the previous approval. Based upon the limited number of issues associated with the project, the applicant is seeking a consolidation of the preliminary and final plat hearings to facilitate project scheduling. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, udv1U a. ividrsndu, r.c:. Project Engineer \dsm Enclosures: Preliminary Plat Application (with $511 fee) Final Plat Application (with $511 fee) Lighting Cover Letter/Cut Sheets Landscaping Cost Estimate cc: P. Kenny (w/ enclosures), C. Dillon (w/ enclosures), CEA File 06113 (w/ enclosures) CAI Let1061131Belair Prelimmpd Subdivison Plat Application Permit Number SD- O V - APPLICATION FOR SUBDIVISION PLAT REVIEW X Preliminary ❑Final PUD Being Requested? ❑ Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Super -Temp Realty Company, LLC 133 Elm Street, PO Box 277, Winooski, VT 05404 Phone 655-4211 Fax 655-2613 2. LOCATION OF LAST RECORDED DEED (Book and page #) 3. APPLICANT (Name, mailing address, phone and fax#) same as above. 4. CONTACT PERSON (Name, mailing address, phone and fax #) David Marshall, Civil Engineering Associates, Inc., 10 Mansfield View Lane, South Burlington VT 05403 Phone 802-864-2323 Fax 802-864-2271 a. Contact email address: dmarshall(a-,)cea-vt.com 5. PROJECT STREET ADDRESS: 104 Bowdoin Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 02517-00104 Subdivison Plat Application 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): New wire & cable manufacturing facility b. Existing Uses on Property (including description and size of each separate use): Undeveloped Commercial Lot c. Proposed Uses on property (include description and size of each new use and existing uses to remain): New wire & cable manufacturing facility 35,OOOsf d. Total building square footage on property (proposed buildings and existing buildings to remain): Phase I (30,OOOsf) Phase II (5,OOOsf) Total (35.000sf) e Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Single floor structure with a 24' height and one 20' x 145' high bay section with a height of 425' f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): 35 Employees over 3 shifts (no company vehicles), max 18 employees/shift h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Hinesburg Road North VPZ and approach cone i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 3.29 Acres (acres /sq. ft.) b. Building Coverage: Existing 0 Proposed 35,000 square feet 0 % square feet 24.7 % 2 Subdivison Plat Application c. Overall Coverage (building, parking, outside storage, etc): Existing 0 square feet 0 % Proposed 71,556 square feet 49.93 d. Front Yard Coverage(s) (commercial projects only): Existing 0 square feet 0 % Proposed 15,908 square feet 11.1 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes x No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 130,000 SQ. FT.* *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 11. COST ESTIMATES a. Building (including interior renovations): $ 2,000,000 3 t Subdivison Plat Application b. Landscaping: $ 29,030 Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Site$100,000, stormwater $50,000, utilities $35,000 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 105 b. A.M. Peak hour for entire property (in and out): 29 c. P.M. Peak hour for entire property (In and out): 29 13. PEAK HOURS OF OPERATION: Afternoon shift change 3pm 14. PEAK DAYS OF OPERATION: All the same (weekdays) 15. ESTIMATED PROJECT COMPLETION DATE: 11-15-08 Start Date, 6-01-09 Finish building, 7-1-09 Finish Landscaping 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. Please see attached list. 4 t Subdivison Plat Application 17. PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: � omplete El Incomplete n a Dir*toko-f Planning & Zoning or Designee SUPERTEMP REALTY, LLC LIST OF ABUTTERS To the South Summer Ice Joint Venture, LLC c/o Neagley & Chase Construction PO Box 2283, 1150 Airport Drive South Burlington, VT 05403 To the North Burlington Properties, LTD c/o Dynapower Attn: Mr. Peter Pollack 85 Meadowland Drive So. Burlington, VT 05403 To the East Green Acres, Inc. 1269 Spear Street So. Burlington, VT 05403 To the West Birchwood Burlington, LLC 5524 Cypress Street, Suite B Tampa, Florida 33607 N Subdivison Plat Application Permit Number SD- tag - 5-� APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary X Final PUD Being Requested? ❑ Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Super -Temp Realty Company, LLC 133 Elm Street, PO Box 277, Winooski, VT 05404 Phone 655-4211 Fax 655-2613 2. LOCATION OF LAST RECORDED DEED (Book and page #) 3. APPLICANT (Name, mailing address, phone and fax#) same as above. 4. CONTACT PERSON (Name, mailing address, phone and fax #) David Marshall, Civil Engineering Associates, Inc., 10 Mansfield View Lane, South Burlington VT 05403 Phone 802-864-2323 Fax 802-864-2271 a. Contact email address: dmarshall(d)-cea-vt.com 5. PROJECT STREET ADDRESS: 104 Bowdoin Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 02517-00104 Subdivison Plat Application 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): New wire & cable manufacturing facility b. Existing Uses on Property (including description and size of each separate use): Undeveloped Commercial Lot c. Proposed Uses on property (include description and size of each new use and existing uses to remain): New wire & cable manufacturing facility 35,000sf d. Total building square footage on property (proposed buildings and existing buildings to remain): Phase I (30,000sf, Phase 11 (5,000sf) Total (35,000sf) e Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Single floor structure with a 24' height and one 20' x 145' high bay section with a height of 425' f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): 35 Employees over 3 shifts (no company vehicles), max 18 employees/shift h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Hinesburg Road North VPZ and approach cone i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 3.29 Acres (acres /sq. ft.) b. Building Coverage: Existing 0 Proposed 35,000 square feet 0 % square feet 24.7 % r Subdivison Plat Application c. Overall Coverage (building, parking, outside storage, etc): Existing 0 square feet 0 % Proposed 71,556 square feet 49.93 % d. Front Yard Coverage(s) (commercial projects only): Existing square feet 0 % Proposed 15,908 square feet 11.1 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes x No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. if yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 130,000 SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 11. COST ESTIMATES a. Building (including interior renovations): $ 2,000,000 3 Subdivison Plat Application b. Landscaping: $ 29,030 Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Site$100,000, stormwater $50,000, utilities $35,000 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 105 b. A.M. Peak hour for entire property (in and out): 29 c. P.M. Peak hour for entire property (In and out): 29 13. PEAK HOURS OF OPERATION: Afternoon shift change 3pm 14. PEAK DAYS OF OPERATION: All the same (weekdays) 15. ESTIMATED PROJECT COMPLETION DATE: 11-15-08 Start Date, 6-01-09 Finish building, 7-1-09 Finish Landscaping 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. Please see attached list. 4 I Subdivison Plat Application 17. PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. ZL14--� SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER PRINT Nj Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: 11d Complete/ ❑ Incomplete Director of Planning & Zoning or Designee 5 SUPERTEMP REALTY, LLC LIST OF ABUTTERS To the South Summer Ice Joint Venture, LLC c/o Neagley & Chase Construction PO Box 2283, 1150 Airport Drive South Burlington, VT 05403 To the North Burlington Properties, LTD c/o Dynapower Attn: Mr. Peter Pollack 85 Meadowland Drive So. Burlington, VT 05403 To the East Green Acres, Inc. 1269 Spear Street So. Burlington, VT 05403 To the West Birchwood Burlington, LLC 5524 Cypress Street, Suite B Tampa, Florida 33607 CINAL E, GU IEEMI Nr >JJJC NtES), I, C'k 928 Falls Road P.O. Box 485 Shelburne, VT 05482 December 11, 2007 Ms. Cathyann LaRose, Assistant Planner City of South Burlington Planning & Zoning Office 575 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: Super -Temp Wire & Cable Manufacturing Facility Meadowland Business Park, 104 Bowdoin Street PUD Preliminary Plat & Final Plat Amendment Approval SD-07-39 & 40 Dear Ms. LaRose: Please find attached the mylar of the Super -Temp project Condition 3a) required that the plans be revised to reflect the changes recommended by the City Arborist. These changes had already been implemented into the final plans prior to the hearing. We sent a request out to Craig Lambert to confirm that he was okay with the updates and Ray Belair was checking in on this. If you should have any questions, please feel free to contact me at 985-2323. Respectful) David S. Marshall, P.E. Project Engineer \dsm Enclosure: Mylar cc: P. Kenny (no enclosures), David Slade (no enclosures) CAI Let\08113U.aRow*1ar.wpd 928 Falk Roan! RO. Box 485 Shelburne. �'/T W5'482 July 25, 2007 Mr. Craig Lambert, City Arborist South Burlington Dept. Of Public Works 500 Patchen Road South Burlington, Vermont 05403 Re: Super -Temp Wire & Cable Lot 6 Meadowland Business Park Response to Review Comments Dear Mr. Lambert: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail. maall@cea-vtxom The Super -Temp Wire & Cable site plan was re -approved by the Development Review Board on July 24, 2007. A condition of approval is that the Landscaping plans be revised to address your original May 19, 2006 comments prior to filing the mylars in the Land Records. The attached plan has been revised to specifically address your review comment. We have included a copy of your original comment letter to the Planning Staff and a copy of the originally submitted plan for reference. We would like to request that you review the revised plan for compliance with your recommendations. Ray Belair will be requesting your input on whether these revisions address the issues raised in your review comments. Thank you for your assistance on this matter. If you should have any questions, please feel free to contact me at 985- 2323 x310. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures Sheet L-1 (new), L-1 (original) cc: R. Belair (no enclosures), D. Slade (no enclosures) P \AutoCADD Projects\2006\061 13\Pennitting\Lambert Reply to Comment wpd Meadowland Business Park 05/19/06 Trudell Consulting Engineers Mike Lawrence & Associates Landscape Architect Good overall plan with 2 recommendations: 1. In Tree Planting Detail change note number 1 to read that the root flare(not the top of the root ball) should be planted at or slightly above final grade 2. I'd recommend a substitute for `Northwood' Red Maple to diversify species(Maples are very common in South Burlington) and because the soils in this area of South Burlington are often slightly alkaline and Red Maples commonly suffer manganese deficiencies if soil with soil pH above 6.5 — 6.7 13 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 25, 2007 Dave Marshall Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Re: Super -Temp Dear Mr. Marshall: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on July 24, 2007 (effective 7/24/07). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be submitted & recorded by January 18, 2008) or this approval is null and void. If you have any questions, please contact me. Sincerely, 1 Betsy McDonough Planning & Zcning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7006 3450 0002 0948 9144 RECEIVED ti 11 z 7 2007 CEA, Inc. #SD-07-39 #SD-07-40 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING SUPER -TEMP WIRE & CABLE -104 BOWDOIN STREET PRELIMINARY PLAT APPLICATION #SD-07-39 FINAL PLAT APPLICATION #SD-07-40 FINDINGS OF FACT AND DECISION Super -Temp Wire & Cable, hereafter referred to as the applicant, is seeking preliminary and final plat plan review for a planned unit development consisting of a 35,000 sq. ft. manufacturing facility to be constructed in two phases, phase 1 consisting of 30,000 sq. ft. and phase II consisting of 5,000 sq. ft., 104 Bowdoin Street. The Development Review Board held a public hearing on Tuesday, July 24, 2007. David Marshall represented the applicant. Based on testimony provided at the above mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT 1. The applicant is seeking preliminary and final plat plan review for a planned unit development consisting of a 35,000 sq. ft. manufacturing facility to be constructed in two phases, phase 1 consisting of 30,000 sq. ft. and phase II consisting of 5,000 sq. ft., 104 Bowdoin Street. 2. is seeking preliminary and final plat plan review for a planned unit development consisting of a 35,000 sq. ft. manufacturing facility to be constructed in two phases, phase 1 consisting of 30,000 sq. ft. and phase II consisting of 5,000 sq. ft., 104 Bowdoin Street. 3. The subject property is located in the Industrial & Open Space (10) Zoning District. 4. The owner of record of the subject property is Summer Ice Joint Venture, LLC. 5. The plans submitted consists of a 24 page set of plans, page one (1) entitled, "Meadowland Industrial Park Hinesburg Road So. Burlington Vermont Subdivision Plat", prepared by Civil Engineering Associates, Inc., dated May 2001. - 1 - #SD-07-39 #SD-07-40 Zoning District & Dimensional Requirements Table 1. Dimensional Requirements IO°Qniti :;stric 'e _ mired .Pro o cl p s, Min. Lot Size 3 acres 3.29 acres Max. Densityn/a n/a �l Max. BuildingCovera e 30% 24.7% �l Max. Overall Coverage 50% 49.93% Min. Front Setback 50 ft. 180 ft. �l Min. Side Setback 35 ft. 35 ft. �l Min. Rear Setback 50 ft. 50 ft. ** Max. Building Height 35 ft. 30 ft/ 40 ft** Front Yard Coverage 30% 11.1 % q zoning compliance n/a no residential units proposed ** The proposed height of the flat roof building reaches 40 feet at its highest point. Therefore the applicant is requesting a waiver of 5 feet. The Board supports this waiver so long as it does not interfere with the goals of the Airport Approach Cone. The applicant has submitted-a-request-to-the-FAA/Burlington International Airport to address this issue. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The entire Meadowland Business Park has been preliminarily approved for water allocation. However, the applicant shall still submit plans and requests to the South Burlington Water Department for review to ensure compliance with the initial approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The original subdivision received a 51,272 gpd sewer allocation which is still in effect. To date there is 48,380 gpd available. -2- #SD-07-39 #SD-07-40 Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted a grading and erosion control plans which will sufficiently prevent soil erosion and runoff from creating adverse conditions on the subject property and adjacent properties. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this property is proposed via a 25' drive from Bowdoin Street. This exceeds the minimum requirement for an entry drive and is therefore in compliance. The Board does not foresee any issues with this proposal that will create unreasonable congestion of adjacent roads. The applicant is proposing a teardrop cul-de-sac on Bowdoin Street to extend to the north of the proposed access drive. The applicant has submitted a revised survey plat to show the revised property lines for the temporary cul-de-sac and should submit new legal documents for the street acceptance. According to the ITE Trip Generation Manual, 7th Edition, the 35,000 square feet of manufacturing is estimated to generate 25.90 P.M. peak hour tip ends. Condition #3c of the September 10, 1996 subdivision approval for the business park required that "prior to site plan approval for each lot, the signal warrant analysis shall be updated. When the signal is shown to be warranted at Rte 116/Swift Street Extension, applicant shall install signal at specifications approved by the City." (Swift Street Extension is now known as Meadowland Drive). The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The subject property does not appear to contain any wetlands. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 6.04(A) of the Land Development Regulations, the Industrial -Open Space 10 District is established to provide suitable locations for high -quality, large -lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The 10 District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. -3- #SD-07-39 #SD-07-40 The proposed project is in compliance with the stated purpose of the 10 District, as outlined in the Land Development Regulations. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There are significant portions of open space running along the southern portions of the property, so the Board feels this requirement is met. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief has reviewed the plans and provided in a memo dated May 31, 2006. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The subject property contains a 20' wide recreation path easement which straddles the northern property boundary. The Recreation Path Committee reviewed this easement at a meeting on May 1, 2006. They have not requested any additional stipulations. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The subdivision plans for the entire Meadowland Business Park show details on street utilities, lighting, and stormwater management. These have been approved by the City Engineer, so they are acceptable for the proposed project. A lighting point by point plan for the proposed project has been submitted for this proposal, and meets the requirements in Appendices A.9 and A.10 of the Land Development Regulations. In addition, the applicant has submitted exterior lighting details (cut -sheets) for the proposed lighting on the subject parcel. The proposed lighting fixtures are in compliance with Appendix D of the Land Development Regulations. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The proposed development of this property is in conformance with the South Burlington Comprehensive Plan. { #SD-07-39 #SD-07-40 SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. This criterion is met through the proposed development. Again, the applicant should meet with the Recreation Path Committee. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the 35,000 square feet of manufacturing will require 18 spaces plus one space for each employee. The applicant has stated that there will be as many as 18 employees on the largest shift, for a total of 36 required parking spaces. The plans depict 27 parking spaces. As depicted, this would require a parking waiver of 25 percent, the amount allowed in accordance with the South Burlington Land Development Regulations. The Board supports this waiver as there will still be nine (9) spaces on the largest shift not being used by employees. According to Table 13-7 of the Land Development Regulations, a property with 26-50 parking spaces requires two (2) handicapped -accessible parking spaces. The plans depict two handicapped -accessible spaces. The dimensions of the proposed parking areas meet the requirements in Table 13-8 of the Land Development Regulations. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is depicted on the grading and drainage plan. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The majority of the proposed parking is located to the side of the building. Eight spaces are located in the front of the building. However, as the building fronts on a dead-end street, the Board finds the location of parking on this property to be acceptable. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The applicant has submitted a preliminary sketch of the building. However, because the applicant is requesting a height waiver, the applicant has submitted an elevation showing height from pre -construction grade to the various heights of the roof. -5- #SD-07-39 #SD-07-40 The proposed project is located in a business park in an area where industrial uses exists, so the Board feels the scale of the proposed building is compatible with existing buildings in the area. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted elevations of the proposed building. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted elevations of the proposed building. In addition to the above -general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Because the project is in a large lot, industrial area, access to adjacent properties is not necessary. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). A screened dumpster is shown on the grading and drainage plan #SD-07-39 #SD-07-40 Landscaping and Screening Requirements Based on the cost projections the applicant has submitted for this property, the minimum landscaping budget shall be $27,500. The budget presented by the applicant exceeds this amount. The applicant has also submitted landscaping plans for the property which have been reviewed by the South Burlington City Arborist. His comments are in a letter dated May 19, 2006. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. Snow storage areas are shown on the grading and drainage plan. View Protection Zone The subject property is located within the Hinesburg Road -North Scenic View Protection Overlay District and thus subject to Section 10.03(H) of the South Burlington Land Development Regulations. Specifically, no part of any structure within the zone shall exceed an elevation of 393.5 feet above mean sea level plus 5.8 feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road -North View Protection Zone Base Line shown on the Scenic View Protections Overlay District Map. Based on the location of this building and its distance from the Base Line, the maximum allowable elevation based on the information above is 413.5 feet above sea level. The applicant has submitted building elevations as part of the preliminary plat application that clearly shows that the building will not exceed 400.1 feet above sea level. Therefore the proposed building is in compliance with the South Burlington Land Development Regulations. Other The South Burlington Director of Public works reviewed the previously submitted plans and provided comments in a memorandum dated June 2, 2006. DECISION Motion by vh 'F seconded by to approve Preliminary Plat Appli ation #SD-07-39 and Final Plat Application SD-07-40 of Super -Temp Wire & Cable subject to the following conditions: 1) All previous approvals and stipulations shall remain in full effect, except as amended herein. -7- { #SD-07-39 #SD-07-40 2) This project shall be completed as shown on the plat submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. 3) The plans shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plans shall be submitted to the Administrative Officer prior to recording. a) The plans shall be revised to reflect the changes suggested by the City Arborist as outlined in a letter dated May 19, 2006.. 4) The applicant shall adhere to the comments of the South Burlington Water Department as included in a letter from Jay Nadeau dated July 6, 2007. 5) The applicant shall adhere to the stipulations of the Fire Chief as per his memo dated May 31, 2006. 6) The applicant shall adhere to the comments of the South Burlington Director of Public Works as per his memo of June 2, 2006. 7) The applicant shall obtain sewer allocation prior to issuance of a zoning permit. 8) The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 9) The applicant shall submit legal documents for approval by the City Attorney for the temporary cul-de-sac on Bowdoin Street. These documents shall be recorded prior to permit issuance. 10) Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 11)The applicant shall post a $27,500 landscaping bond prior to permit issuance. The landscaping bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 12) For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that this project will generate a total of 25.90 vehicle trip ends during the p.m. peak hour. 13) Prior to issuance of the zoning permit, the applicant shall submit an updated signal warrant analysis for the Route 116/Meadowland Dr. intersection. If a signal is warranted, the applicant shall install the signal prior to the issuance of the Certificate of Occupancy. 14) Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 15) The Board grants a parking waiver of twenty-five (25) percent for a total of 27 spaces. . #SD-07-39 #S D-07-40 16) Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. 17) The mylar shall be recorded prior to permit issuance. 18) The final plat plan (sheet C2.0) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Mark Behr — yea/nay/abstain' ea/nay/abstain of resen Matthew Birming m — yea/nay/abstain of presen John Dinklage — /nay/abstain/not prese Roger Farley — e /nay/abstain/not present Eric Knudsen — yea/nay/abstain of presen Peter Plumeau — e nay/abstain/no present Gayle Quimby — e ay/abstain/not present Motion carried by a vote of 1- D - D Signed this day of 2007, by John Dinklage, Chair Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRCP 76 in writing, within 30 days of the date this decision is issued. The fee is $225.00. If you fail to appeal this decision, your right to challenge this decision at some future time may be lost because you waited too long. You will be bound by the decision, pursuant to 24 VSA 4472 (d) (exclusivity of remedy; finality). 928 Falls Road P.O. Box 485 Shelburne, N'T 05482 June 26, 2007 Mr. Douglas S. Brent, City of South Burlington Fire Chief South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 Re: Super -Temp Wire & Cable Life Safety Issues Meadowland Business Park, South Burlington Dear Chief Brent: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Thanks for taking the time recently to discuss the status of the Super -Temp site plan modifications at the Meadowland Business Park. In accordance with your request of the Planning & Zoning Office, please find attached a copy of the site plan and building elevations for the proposed Super -Temp Wire & Cable Manufacturing Facility to be located on Lot 6, 104 Bowdoin Street, within the Meadowland Industrial Park. We would appreciate your review of the proposed site layout as part of the local approval process. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, __.---- - David S. Marshall, P.E. Project Engineer \dsm Enclosures Site Grading Plan Site Utility Plan cc: P. Kenny (no/ enclosures) Cathyann LaRose (no enclosures) CEA File 06113.00 (w/ enclosures) CA1 Let\06113\FireChiefBrent3.wpd Meadowland Business Park 05/19/06 Trudell Consulting Engineers Mike Lawrence & Associates Landscape Architect Good overall plan with 2 recommendations: 1. In Tree Planting Detail change note number 1 to read that the root flare(not the top of the root ball) should be planted at or slightly above final grade 2. I'd recommend a substitute for `Northwood' Red Maple to diversify species(Maples are very common in South Burlington) and because the soils in this area of South Burlington are often slightly alkaline and Red Maples commonly suffer manganese deficiencies if soil with soil pH above 6.5 — 6.7 U 20% CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 25, 2007 Dave Marshall Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Re: Super -Temp Dear Mr. Marshall: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on July 24, 2007 (effective 7/24/07). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be submitted & recorded by January 18, 2008) or this approval is null and void. If you have any questions, please contact me. Sincerely, 1 1 Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7006 3450 0002 0948 9144 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 25, 2007 Gregory Liebert 147 Allen Brook Lane Williston, VT 05495 Re: Super -Temp Dear Mr. Liebert: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, '?�ct H W7Djnqh Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 25, 2007 Randy Miller 22 Patrick Street South Burlington, VT 05403 Re: Super -Temp Dear Mr. Miller: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, 1� Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (8o2)846-4io6 July 5, 2007 Super -Temp Realty Co, LLC PO Box 277 Winooski, VT 05404 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4106 if you have any questions. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. cc: David Marshall CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 July 5, 2007 Burlington Properties, LTD c/o Dan Kalman PO Box 9210 South Burlington, VT 05407 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, k4 Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 July 5, 2007 Green Acres, Inc. 1269 Spear Street South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 July 5, 2007 Summer Ice Joint Venture 153 Summit Street Burlington, VT 05401 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. Bill Szymanski, City Enginer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 New Manufacturing Facility (Super -Temp) Bowdoin Street July 12, 2007 1. Site plans prepared by Civil Engineering Associates dated April 2006 are acceptable. 7136 for further information. vV OPENINGS BURLINGTON CITY COMMISSIONS/BOARDS On Monday, July 16, 2007, the Burlington City Council will fill vacancies on the following City Commissions/Boards: Conservation Board Term Expires 6/30/09 One Opening Conservation Board Term Expires 6/30/11 One Opening Applications are available at the Clerk/Treasurer's Office, Second Floor, City Hatt, and must be received in the Clerk/Treasurer's Office by 4:30 p.m., Wednesday, July 11, 2007. Applicants must be nominated by a member of the City Council to be considered for a position; a list of Council members is also available at the Clerk/Treasurer's Office. Please call the Clerk/Treasurer's Office at 865- 7136 for further information. PUBLIC HEARING SOUTH BURLINGTON DEVELOP- MENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, July 24, 2007 at 7:30 P.M. to consider the following: 1. Appeal AO-07-03 of Summit Hospitality, Inc., appealing the Administrative Officer's decision to issue a Notice of Violation NV- 07-07, 462 Shelburne Road & 25 Hadley Road. 2. Preliminary plat application SO-07-39 & final plat application SD-07-40 of Super -Temp Realty Co, LLC for a 35,000 sq. ft. light manufacturing building to be built in two (2) phases, 104 Bowdoin Street. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Halt. PUBLIC NOTICE TAXICAB RATES Notice is hereby given that, pursuant to Section 30-36 of the Burlington Code of Ordinances, the following maximum taxicab fares will be authorized for exclusive rides within the city effective August 1, 2007. (Exclusive rides are ordinary taxi rides by one (1) person from a starting point to a specific destination.) (1) Within Zone 1: Up to [Five Dollars and Sixty -Five Cents ($5.65)] Five Dollars and Seventy_ Five Cents ($5.75). (2) From Zone 1 to Zone 2N or 2S or Vice Versa: Up to [Seven Dol- lars and Forty -Five Cents ($7.45)] Q., n. 11 era C;..r., re r, uN w ('.... c L7 — mw ,v Ly Cents ($9. re Dollars and Fo C n ±O for a fare transported oetween Zone 3 and Zone 2S. (7) Within Zone 4: Up to [Eight Dollars and Ten Cents ($8.10)] Eight Dollars and Twenty -Five Cents ($8.25) except up to [Ten Dollars and Eighty Cents ($10.80)] Eleven Dollars and No Cents 11. 0 for a fare transported between Zone 4 and Zone 1 and except up to [Twelve Dollars and Forty -Five Cents ($12.45)] Twelve Dollars and Seventy Cents 12.7 for a fare transported between Zone 4 and Zone 2S. (8) For each additional passenger on an exclusive ride, not including the first passenger, picked up or delivered in any of the preceding zones, a One Dollar ($1.00) charge per additional passenger may be collected. Note that, under an amendment to the ordinance adopted by the City Council on August 27, 1990, there is an automatic annual increase or decrease in taxi rates equivalent to one hundred (100) per cent of the annual change in the National Intra-City Public Transportation Rates (an element in the overall Public Transportation Index) com- piled by the U. S. Bureau of Labor Statistics for the 12-month period ending May 31 of each year. For the 12-month period ending May 31, 2007, the relevant change was equal to an increase of 4%; this increase is reflected in the changes to taxi rates in sections (1) through (7) above. * Material in brackets deleted Material underlined added Jo LaMarche Director of Elections and Records STATE OF VERMONT CHITTENDEN SUPERIOR COURT CHITTENDEN COUNTY, SS. DOCKET NO. S829-06 CnC National City Mortgage, a division of National City Bank of Indiana, Plaintiff v. Heidi M. Komasa, Thomas Komasa, American Express Travel Related Services, Inc., Gregory Supply Company, Inc, And Occupants residing at 211 Elmwood Avenue, Burlington, Vermont, Defendants AMENDED NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a cer- tain mortgage given by National City Mortgage to Heidi M. Komasa dated January 27, 2006 and recorded in Volume 950, Page 345 of the Land Records of the City of Burlington, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the pur- poses of foreclosing the same will be sold at Public Auction at 10:30 A.M. on July 18, 2007, at 211 Elmwood Avenue, Burlington, Ver- mont all and singular the premises described in said mortgage: To Wit: Being all and the same lands Reference is hereby made to the aforementioned instruments, the records thereof and the references therein contained, all in further aid of this description. Terms of Sale: $10,000.00 to be paid in cash by purchaser at the time of sale, with the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sale. The sale is subject to taxes due and owing to the City of Burlington. Other terms to be announced at the sate or inquire at Lobe & Fortin 30 Kimball Ave. Ste. 306 South Burlington, VT 05403, 802 660-9000. National City Mortgage By: Joshua Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave South Burlington, VT 05403 STATE OF VERMONT CHITTENDEN SUPERIOR COURT CHITTENDEN COUNTY, SS. DOCKET NO. S0856-06 CnC Wells Fargo Bank, NA, as Trustee for Option One Mortgage Loan, Trust 2005-3 Asset -Backed Certificates Series 2005-3, Plaintiff v. J. Michael Andronaco, Lorraine Andronaco And Occupants residing at 60 Catella Road, Essex Junction, Vermont, Defendants AMENDED NOTICE OF SALE By virtue and in execution of the Power of Sale contained fn a certain mortgage given by Option One Mortgage Corporation to J. Michael Andronaco and Lorraine Andronaco dated May 4, 2005 and recorded in Volume 647, Page 369 of the Land Records of the Town of Essex, of which mortgage the un- dersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 9:45 A.M. on July 18, 2007, at 60 Catella Road, Essex Junction, Vermont all and singular the premises described in said mortgage: To Wit: Being all and the same land and premises conveyed to J. Michael Andronaco and Lorraine E. Andro- naco by Warranty Deed of Mark. Rocheleau dated October 10, 1986 and recorded in Volume 208 on Page 768 of the Land Records of the Town of Essex. Terms of Sale: $10,000.00 to be paid in cash by purchaser at the time of sale, with the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sale. The sale is subject to taxes due and owing to the Town of Essex. Other terms to be announced at the sale or inquire at Lobe & Fortin 30 Kimball Ave. Ste. 306 South Burlington, VT 05403, 802 660-9000. - - wuyn �e,uu�a ies, JeneD i" : _OP1, ,ntiff v. Thomas Komasa, Heidi Komasa, Mortgage Electronic Registration Systems, Inc., as nominee for Quicken Loans, Inc. And Occupants residing at 3871 Shelburne Road, Shelburne, Vermont, Defendants AMENDED NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a certain mortgage given by Option One Mortgage Corporation to Thomas Komasa dated July 6, 2005 and recorded in Volume 326, Page 343 of the Land Records of the Town of Shelburne, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 11:15 A.M. on July 18, 2007, at 3871 Shelburne Road, Shelburne, Vermont all and singular the premises described in said mortgage: To Wit: Being all and the same lands and premises conveyed to Heidi Komasa and Thomas Komasa by Warranty deed of Robert R. Spencer and Cynthia G.B Spencer dated July 6, 2005 and recorded in Volume 326 at Page 341 of the Shelburne Land Records. Terms of Sale: $10,000.00 to be paid in cash by purchaser at the time of sate, with the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sate. The sale is subject to taxes due and owing to the Town of Shelburne. Other terms to be announced at the sale or inquire at Lobe & Fortin 30 Kimball Ave. Ste. 306 South Burlington, VT 05403, 802 660-9000. Wells Fargo Bank, National As- sociation, as Trustee By: Joshua Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave South Burlington, VT 05403 STATE OF VERMONT CHITTENDEN SUPERIOR COURT CHITTENDEN COUNTY, SS. DOCKET NO. S0567-06 CnC GMAC Mortgage Corporation, Plaintiff v. Craig S. Cowles , GMAC Mortgage Corporation, Grappone Industrial, Inc., State of Vermont, Department Of Taxes, United States of America, Banknorth, NA f/k/a First Vermont Bank and Trust Com- pany, Timothy Potvin d/b/a Tim Potvin Heating, Fort Motor Credit Company and Occupants residing at 1877 East Main Street, Richmond, Vermont, Defendants NOTICE OF SALE wuipany uacea may eu, 1 and recorded in Volume 9 108 of the Land Records Town of Richmond, of whi mortgage the undersignec present holder, for breach conditions of said mortga for the purposes of foreck the same will be sold at P Auction at 9:00 A.M. on t day of July, 2007, 1877 E. Street, Richmond, Vermon singular the premises desi said mortgage: To Wit: Being a portion of the tan premises conveyed to Crai Cowles by Warranty Deed Howard F. Whitcomb and Whitcomb dated March 2, and recorded in Volume 85 175 of the Town of Richm( Records. Being a portion of the lan premises conveyed to Now and June M. Whitcomb by ranty Deed of Diana Fyfe E and David M. Sunshine dat October 25, 1991 and reco Volume 76, Pages 130-132 Town of Richmond Land Re Being a parcel of land said tain 1.4 acres, more or les: all appurtenances located Said parcel is depicted as 1 a Plat of Survey entitled, " for Howard and June Whitc Richmond, Vermont, March surveyed by TBM Land Sun, P.O. Box 402, Jonesville, V( and said map is recorded it Volume 7, Page 17 of the T Richmond Land Records. Reference is hereby made t above -mentioned instrumei records thereof, the referer therein made, and their res records and references, in f aid of this description. Terms of Sate: $10,000.00 paid in cash by purchaser a time of sale, with the balar at closing. Proof of financi the balance of the purchase provided at the time of sal( sate is subject to taxes due owing to the Town of Richn Other terms to be announc( the sale or inquire at Law C of Joshua B. Lobe, Esq., 35 Street, Burlington, Vermont 660-9000. GMAC Mortgage Corporation By: Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Avenue, Ste. 301 South Burlington, VT 0540 STATE OF VERMONT CHITTENDEN COUNTY, SS. IN RE: L.L Vermont Family Court Chittenden County Dkt No. 113-3-06 Cnjv NOTICE OF HEARING TO: Joseph Montgomery, fat of L.L. You are herehv nntifi-A 4-k- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 19, 2007 Dave Marshall Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Re: Super -Temp Dear Dave: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, July 24, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy D nough Planning & Zoning Assistant Encl. CIVI! EINIrII IEElkII I X'S S 0 C lAt t" S, IIN C, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 July 20, 2007 Ms. Cathyann LaRose, Assistant Planner City of South Burlington Planning & Zoning Office 575 Dorset Street South Burlington, Vermont 05401 Re: Super -Temp Wire & Cable Manufacturing Facility Meadowland Business Park, 104 Bowdoin Street PUD Preliminary Plat & Final Building Elevation Revisions Dear Ms. LaRose: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Plat Amendment Application The applicant is seeking to provide additional clarity on the proposed modifications to the exterior of the proposed building. We have attached 10 color plans depicting three different color schemes (one of which will be proposed at the hearing before the DRB) as a means of breaking up the mass of the structure. We have also attached a catalog cut of the lights required by code to be placed at each egress point (doorway) from the building. It is a 50 watt cut-off metal halide luminaire. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, :5- David S. Marshall, P.E. Project Engineer \dsm Enclosures: 10 color elevations and 10 door luminaires cut sheets cc: P. Kenny (w/ enclosures), David Slade (w/enclosures) GA1Let\061131LaRosePrehm4.wpd 1 /16-=1 '_p„ WEB'r ELEVATION COLOR 9ChBWES SUPERTEMP WIRE + CABLE INC. JULY 19, 2007 Soorrr + PART em ARCHITECTS 20 nrin *** wax KnoYon aai moat 05452 p.802879.5153 f.80287U764 architecture planning Interiors (A W W Ch co W V) U.1 shroud option) E5 Series A*- Up/Down Cutoff The optics provide controlled uplight and downl lght with side cutoff. The E5 Series optics are also available for vertical mounting; add sulk 'R' to catalog number. NOTE: 50-watt MH with suffix V Is supplied with a glass Insert to allow operation In the wall -mounted position. Candlepower Distribution Curve of 5OW HPS E5 Up/Down Cutoff Light. DIt IInunto OIWueAry IMak Isofootcandle plot of one 5OW HPS E5 Up/Down Cutoff Light at 10' (3.0 m) mounting height (plan view). E8 Series Deep Shielded Front brightness shielding without sacrificing wide light distribution. The E8 works ideally over entrances. Candlepower Distribution Curve of 70W HPS EB Deep Shielded Light. 041& o 1n um. Of AMur" H#qM Isofootcandle plot of one 70W HPS ES Deep Shielded Light a115' (4.6 m) mounting height (plan view). 2.3' (57 mm) I For 50. 70 and 100w HPS with quad -volt or tri-volt and all MH nxtures, the houslno depth Is 3' IM mm and the v:eiall More depth Is 7.2' �ie3 mm). 4 �i I MI Mi rT, Wattage/ f Catalog r Mounting Description Lamp Type Number Position UplDown Cutoff 50W MY E5405-DG Wall 35W HPS E5603-1 Any 5(hq HPS E5505-1 Any Deep Shielded _ 59.1 MH E8405-D Wall Cownlight only 70W MH E8407-D wall Covmlighl only 35W HPS E8503.1 Any 50Yy HPS E8505-1 Any 70VI HPS E8507-1 Wall Oownlight only 10OWHPS E8510-1 Wall Cownlight only NOTE: Sutlix'G' indicates g!ass insert Is supplied. Options:(Factorplitslalled) Change Add After Description Suffix To Suffix Single -volt ballast (277V, 208Vor 240V) 2, 3 of 4 (35-6(r11 HPS only) Ouad-vollballast (70-10CINHPS only) Ouad-volt ballast (50--TOW MH) M M 347V ballast (50W HPS only) 6 Trl-volt ballast (50 & MY MH only) Trl-volt ballast (70 & 100W HPS o*) T T Photocell (120V. 27N. 208V, 240V or 347V) 1, 2. 3, 4 or 6 P Bronze Color Shroud BS Gold Color Shroud (not svaileble on 100W HPS) GS Hlph Power factor ballast H Tamperproof Lens Fasteners J Vertical Mounting (E5 Swiss only) NOTE: Not available when both Ito and photocell supplied R Poycarbonate Lens V Accessories: (Field -Installed) Description Surface Mounting Box Catalog Number ESB-7 Pole Mounting Bracket PAS-7 Tamperproof Scrawdrtrer TPS-1 Catalog Number LoglcNoltege Suffix Key ............................. Page 9 Bollard Panel...................................................Page 31 Accessories.................................................... Page 39 E6 Series Mounting Multipliers Height Multiplier 7' (2.1 m) 2.04 8' (2.4 m) 1.66 9' (2.7 m) 1.23 10' (3.0 m) 1.00 12' (3.7 m) 0.69 1 V (4.6 m) 0.44 20' (6.1 m) 0.25 The E5 Series photometric data was developed In testing Ruud lixtures with clear, 5OW HPS 4,000 lumen medium base lamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the following: LIMP/Wattages Multiplier 50W MH 0.85 35W HPS 0.56 Ell Series Mounting Multipliers Height Multiplier V (2.4 m) 3.52 19 (3.0 m) 2.25 12' (3.7 m) 1.56 15' (4.6 m) 1.00 20' (6.1 m) 0.56 25' (7.6 m) 0.36 The E Series photometric data In this section was developed In testing Ruud fixtures with clear, 70W HPS 6,00lumen medium base lamps. Foolcandle readings for otherwattages and lamp types may be obtained by multiplying the charl values by the following: Lamp/Wattages Multiplier 50W MH 0.53 70W MH 0.66 35W HPS 0.35 50'N HPS 0.63 100W HPS 1.48 928 Falls Road P.O. Boa 485 Shelburne, VT 05482 July 25, 2007 Mr. Craig Lambert, City Arborist South Burlington Dept. Of Public Works 500 Patchen Road South Burlington, Vermont 05403 Re: Super -Temp Wire & Cable Lot 6 Meadowland Business Park Response to Review Comments Dear Mr. Lambert: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: maii@cea-vt.com The Super -Temp Wire & Cable site plan was re -approved by the Development Review Board on July 24, 2007. A condition of approval is that the Landscaping plans be revised to address your original May 19, 2006 comments prior to filing the mylars in the Land Records. The attached plan has been revised to specifically address your review comment. We have included a copy of your original comment letter to the Planning Staff and a copy of the originally submitted plan for reference. We would like to request that you review the revised plan for compliance with your recommendations. Ray Belair will be requesting your input on whether these revisions address the issues raised in your review comments. Thank you for your assistance on this matter. If you should have any questions, please feel free to contact me at 985- 2323 x310. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures Sheet L-1 (new), L-1 (original) cc: R. Belair (no enclosures), D. Slade (no enclosures) PAAutoCADD Projects\2006\06113\Permimng\Lwnbert Reply to Comment.wpd CIAL E GAI TEEN G AS,*SOr.IAtE�. I H C, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 July 18, 2007 Ms. Cathyann LaRose, Assistant Planner City of South Burlington Planning & Zoning Office 575 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: Super -Temp Wire & Cable Manufacturing Facility Meadowland Business Park, 104 Bowdoin Street PUD Preliminary Plat & Final Plat Amendment Application Landscaping Plan Revisions Dear Ms. LaRose: Please find attached six (6) full size copies and one 11" x17" reduced version of the revised landscaping. This new plan now provides a screening component to the transformer proposed to be located at the southwest corner of the building. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures: Six (6) Full Size and one 11" x 17" reduced Size Plan sets including: L-1 Site Landscaping Plan July 5, 2007 cc: P. Kenny (w/ enclosures), David Slade (w/enclosures) CAI Let106113\LaRosePre1im3.wpd on IYPIN' EN son q lco 1 0 No mill ------------- WEST ELEVATION COLOR SCHEMES ,/16" SUPERTEMP WIRE + CABLE INC. JULY 19, 2007 SCOTT + PARTNERS A ri l rl l I C G I -I 20 main street essex Wction vermont 05452 p.802.879.5153 f.802.872.2764 architecture planning Interl0ra (A W 1:9 W (A co 1.1.1 lid snroud option) E5 Series -a*- Up/Down Cutoff The optics provide controlled uplight and dovmfight with side cutoff. The E5 Series optics are also available for vertical mounting; add suffix'R' to catalog number. NOTE; 50-watt MH with suffix Is supplied with a glass insert to allow operation in the vaill-mounted position. Candlepowar Distribution Curve of 5OW HPS E5 Up/Down Cutoff Light. 01Wn ul Ursa. Of Kbuntq heigM Isofootcandle plot of ono 5OW HPS E5 Up/Down Cutoff Light at 10' (3.0 m) mounting height (plan view). 26 ES Series Deep Shielded Front brightness shielding without sacrificing wide light distribution. The E8 works Ideally over entrances. Candispower Distribution Curve of 70W HPS E8 Deep Shielded Light. Do- I. uM. Or lb.104 HWA Isofootcandle plot of one 70W HPS E8 Deep Shielded Light at 15' (4.6 m) mounting height (plan view). 23' m) 6b' (57mm) (f07m .�(t64mm) I 0' - 6.0, 1--(254io.mm) (152mm) For 50, 70 and 100'N HPS with quid -volt or tri-volt and all MH Ilxtures, the housh,depth Is 3- (76 mm and the a.'enn inure depth Is 7.2'tiO3 min). Order Information Wattage/ Catalog Mounting Description Lamp Type Number Position UP/Down Cutoff50V71AH_ E5405-DG Wall 35VI HPS E5503-1 Any 501V HPS E5505-1 Any Deep Shielded _ , 501N MH E8405-0 Wall Downlighl only 701.11 MH E8407-D Wall Dowrllight only WV HPS E6503-1 Any WN HPS E6505-1 Any 70VI HPS E8507-1 Wall Downllohtonly 100WHPS E8510-1 Wall Dovrnlightonly NOTE: Suffix indicates glass insert Is supplied. Options: (Factory -Installed) Change Add After Description SuHixTo Suffix Single -volt ballast (277V, 20evor24M 2, 3 or 4 (35--60w HPS only) Ouad-volt ballast (7VIWV HPSony) M Quad -volt ballast (50-70W MH) M 347V ballast (50W HPS onry) 6 Tr( -volt ballast (50 & 70'N MH only) T Td-volt ballast (70 & ioDW HPS only) T Photocell (12W,, 27N.20eV.240Vor 347V) 1. 2. 3. 4 or 6 P Bronze Color Shroud BS Gold Color Shroud (not aMlabls on IDOW HPS) GS High Power factor ballast H Tamperprool Lens Fasteners J Vertical Mounting (E5 Seas only) R NOTE: Not available when both hpf and photocell supplied . jP Poycarbonate Lens V Accessories: (Field -Installed) Description Catalog Number Surface Mounting Box ESB-7 Pole Mounting Bracket PAS-7 Tamperproof Saewdrerer TPS-1 Catalog Number LoglcNoltage Suffix Key ............................. Page 9 Bollard Panel .......................... . ........................ Page 31 Accessories ....................................................Page 39 E6 Series Mounting Multipliers Haight Multiplier 7' (2.1 m) 2.04 8' (2.4 m) 1.56 9' (2.7 m) 1.23 10 (3.0 m) 1.00 12' (3.7 m) 0.69 15' (4.6 m) 0.44 20' (6.1 m) 0.25 The E5 Series photometric data was developed In testing Ruud fixtures with clear, 50W HPS 4.000lumen medium bass lamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the rollowing: Limp/Wattages Multiplier SOW MH 0.85 35W HPS 0.56 ES Series Mounting Multipliem Height Multiplier 8' (2.4 m) 3.52 10' (3.0 m) 2.25 12' (3.7 m) 1.56 15' (4.6 m) 1.W 20' (6.1 m) 0.56 25' (7.6 m) 0.36 The E Series photometric data in this section was developed in testing Ruud fixtures; with dear, 7011 HPS 6,400 lumen medium base lamps. Footcandle readings for other wattages and lamp types may be obtalned by multiplying the char) values by the following: Lam /Watlages Multiplier 50W MH 0.53 70VI MH 0.66 35W HPS 0.35 SOON HPS 0.63 10GVIHPS 1A8 f �y Permit Number SD - CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) -64 pt@ _'%P ComDoa- . I I is , i 3 � EtAA STzEZT � �20 5cyc Z.-1-7 4T OL G„cc _d.7. t G i_cy-!) ice, !M 2) LOCATION OF LAST RECORDED DEED (Book and page #) 3) APPLICANT (Name, mailing address, phone and fax #) 5h4AE A3 Aea.4 er 4) CONTACT PERSON (Name, mailing address, phone and fax #) ID^,op C4-J%t- E c a�E'R1�L'a 1° TSENor—, g-.S fOkt.s 90. W a,x:f- 48S & St-h�r i w�tF � �[T 054$ 2 ev 985-7_S-rb F 9a5- Z-z,-r l 5) PROJECT STREET ADDRESS: 104 4lPR15-6T 6) TAX PARCEL ID # (can be obtained at Assessor's Office) COZS 1-7 - Oc'-3 ► 0+ 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) U1-4 C re4C�_O-a to r b) Proposed Uses on property (include description and size of each new use and existing uses to remain) 14e%Aa w , to 4- G. *�cx i9nhrt, tn4 3S icx3io 5F r c) Total building square footage on property (proposed buildings and existing buildings to remain) �rtA� G Y C'So.�� t�Ftre-mac Tti C Siam SF� 1my* , C 35! 00o SF� d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 5 �� CLcotz A Z-'�-' t+,E—tom' A,,.iQ orlE 'znfx t4S` tbC�t+ BAAi Po N6"k=qr1-r OF 4Z5 e) Number of residential units (if applicable, new units and existing units to remain)_ µpNG f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): _!>5 r�rhGLUure�.t'S 2���^{Z �J SthT=�r�.� [ t4o com Fem4�t �1crt�CltES g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): k�N �o�y tilOF�TY► V p� �.-w�0 � Q�T I�TD�gC7C7�► C��nIE h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: t§z 6 8) LOT COVERAGE a) Building: Existing 49 % Proposed 24.7 % b) Overall (building, parking, outside storage, etc) Existing a % Proposed % c) Front yard (along each street) Existing 0 % Proposed 11,1 % 9) COST ESTIMATES a) Building (including interior renovations): $ 2►000t000 b) Landscaping: $ Z9, oho c) Other site improvements (please list with cost): Pyir-y-Waj , ^e-c-ee-5 * u VLCJU -F'i + (Do; e]>0 , 9Tpz4sAw Arrey— I Lt-tt" t'(05' 35� %000 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 2-9 29 11) PEAK HOURS OF OPERATION: 3 jPM tlttlf�T 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: pSi 0-7 3-1 - o S -4::,I-&ts1+ PC�, (0-1- oZ5 -f jN.k9+-r �..►1 2 06/29/2007 12 25 FAX 802 655 2613 SUPEP-TEMP WIRE & CABLE Z 001/002 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach a separate sheet. 151M 8wasaki,92 SST 15) PLANS AND FEE Plat plans shall be submitted which shows the infonnetiou listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be Submitted. A subdlVilion appbcatioa fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the infocm,ation requested as part of this application has been submitted and is accurate to the best of my knowledge. SIG'I` OF PL CANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION; --71 I have ;7Comple"te 'spreliminary plat application and find it to be: ❑ Incomplete i Director of Platlniag & Wing or Dcai ee Da e p;L6u"W ra j Permit Number SD- ol - t V CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Sy orz -Tcm (7 Rarc� Gain prtLL t , L LC, 133 eLm 5-lwx--r Fb ec ttc -Z77 2) LOCATION OF LAST RECORDED DEED (Book and page #) 3) APPLICANT (Name, mailing address, phone and fax #) Sp"e 06 prFbO4E 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) -004t o S . "114EEIZA L&;� f�f- - "12S 120 la2 5QA1q-PYS, ¢s t1, � C*602- F C)bs -2z71 5) PROJECT STREET ADDRESS 104 5T1e.j51?V 6) TAX PARCEL ID # (can be obtained at Assessor's Office) n2,S-1- OU1(34 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) b) Proposed uses on property (include description and size of each new use and existing uses to remain) f,4t_wl ylt tw A. co4berE .FpeAt„ ii q (3!5. cca Sr- c) Total building square footage on property (proposed buildings and existing buildings to remain) fktw s 2Q Soo ► L[ 15, voo SF _ icm-q— Ask OW 5(=. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) SI K fU t� fwc�2 '5TR.s.S —Tu wc- u�-� c-n+ A 2+�-� r1�1Gt1T P�►Q re tie. 20' ve 44 t-i,cA it Bpt j 9rvhCV,4 w i r-i *, ttinc.r T of 42.5 T e) Number of residential units (if applicable, new units and existing units to remain) t'Lc 40- 11 f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) 3c; EMOt_.a le -CM a y,4e L t,0nwpr!b -1Mr,1*1 cAn' mp'x- k4 EnnQc,oy sZ sl-►, �T• g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 6t4a:;,ir pkjQC4Vxo1Pfl r wW_ -µ -4twW �T�T1c�J �orJr. Ph.►a �,tz�a�'r ,p�Zp(,L.dPC.H• c�c7r`4E h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 3.29 A<,gy5 b) Building Coverage: Existing square feet (acres /sq. ft.) Proposed 35,000 square feet 24,*7 % c) Overall Coverage (building, parking, outside storage, etc): Existing 0 square feet 0 % Proposed square feet 49.9 3 % d) Front Yard Coverage(s) (commercial projects only): Existing square feet O % Proposed square feet I ( . 1 % 10) AREA DISTURBED DURING CONSTRUCTION: sq. ft. * *Projects disturbing more than on -half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking 1rcC,R.sr5E tRzcA 35 -m 12) COST ESTIMATES a) Building (including interior renovations) $ 2, o00 i o0 0 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 2-9 030 c) Other site improvements (please list with cost) 5h t_ 100, Ooo u-M LAM V5 ?fir 000 !!I D a PTCT. �50 (Coo 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) b) A.M. Peak hour for entire property (in and out) 2`7 c) P.M. Peak hour for entire property (In and out) zq 14) PEAK HOURS OF OPERATION A4-r o -5�4-r e-�3 t�M 15) PEAK DAYS OF OPERATION An -A., Tt+E ShM� (u• 1�a s� 16) ESTIMATED PROJECT COMPLETION DATE gTP,9_f 9 - t -0-7 .t=�.J�9tt 3-1 -tea 3 06/29/2007 12 26 FAX 802 655 2613 SUPEP-TEMP WIRE & CABLE 002/002 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet, 16) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular sizo copies and one reduced copy (1 I" x 17") of the plane must be submitted. A subdivision appueation fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information requested as part of this Application has been submitted and to accurate to the beat of my knowledge. Do not write below this line DATE OF SUBMISSION: 71, 2. C 1 i; have reviews 8 preliminary plat application and find it to be• Complete ❑ Incomplete Duector o Planning & Zoning o Designee to 4 4:1 fJp-1, EXHIBIT A The following information must be shown on the plans. Please submit five (5) copies and one reduced copy (11 " x 17") of the plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. o Complete survey of property by a licensed land surveyor drawn to scale (20 ft. is preferred). o Name, license number, seal, and contact number of licensed land surveyor & date prepared. o Survey data (acreage, property lines, zoning boundaries, watercourse, base flood elevation, etc.) o Location of easements, public lands, r.o.w.s, sidewalks, and public or private street (w/names). o Five foot contours (existing and finished). o Location and size of any existing sewers (including septic tanks) and water mains, culverts and drains on the property to be subdivided. o Location, names and widths of existing and proposed streets, private ways, sidewalks, curb cuts, paths, easements, parks, and other public opens spaces. o Numerical and graphical scale, date last revised, and north arrow. o Details of proposed connection with existing water supply or alternative water supply. o Details of proposed connection with the existing sanitary sewage disposal system or adequate provisions for on -site disposal of septic wastes. o Details of storm water facilities in the form of a drainage plan. o Details of all proposed bridges or culverts. o Location of temporary markers. o All parcels of land proposed to be dedicated or reserved for public use and associated conditions. o A list of waivers desired (if any). o Development timetable (including number of phases and start and completion dates). o A report addressing planned residential/unit development criteria in 15.18 of the Land Development Regulations. o Proposed landscaping schedule (number, variety and size). o Location of abutting properties, fire hydrants, existing buildings, existing landscaping o Number & location of parking spaces (see Section 13.01 of the Land Development Regulations). o Number & location of handicapped spaces (see Section 13.01(I) of the Land Development Regulations). o Lot coverage information: Building coverage, overall coverage, front yard coverage(s), and total lot size. o Exterior lighting details (cut sheets). All lights should be downcasting and shielded. o Dumpster locations (dumpsters must be screened) o Bicycle rack as required under Section 13.01(G)(5) of the Land Development Regulations. o If restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ❑ Final Plat, Minor Subdivision $ 260.00* ❑ Final Plat, Major Subdivision or PUD $ 510.00* ❑ Final Plat Amendment $ 160.00* *Includes $10.00 recording fee 5 EXHIBIT A The following information must be shown on the plans. Please submit five (5) copies and one reduced copy (I I" x 17") of the plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. o Complete survey of property by a licensed land surveyor drawn to scale (20 ft. is preferred). o Name, license number, seal, and contact number of licensed land surveyor & date prepared. o Survey data (acreage, property lines, zoning boundaries, watercourse, base flood elevation, etc.) o Location of easements, public lands, r.o.w.s, sidewalks, and public or private street (w/names). o Five foot contours (existing and finished). o Location and size of any existing sewers (including septic tanks) and water mains, culverts and drains on the property to be subdivided. o Location, names and widths of existing and proposed streets, private ways, sidewalks, curb cuts, paths, easements, parks, and other public opens spaces. o Numerical and graphical scale, date last revised, and north arrow. o Details of proposed connection with existing water supply or alternative water supply. o Details of proposed connection with the existing sanitary sewage disposal system or adequate provisions for on -site disposal of septic wastes. o Details of storm water facilities in the form of a drainage plan. o Details of all proposed bridges or culverts. o Location of temporary markers. o All parcels of land proposed to be dedicated or reserved for public use and associated conditions. o A list of waivers desired (if any). o Development timetable (including number of phases and start and completion dates). o A report addressing planned residential/unit development criteria in 15.18 of the Land Development Regulations. o Proposed landscaping schedule (number, variety and size). o Location of abutting properties, fire hydrants, existing buildings, existing landscaping o Number & location of parking spaces (see Section 13.01 of the Land Development Regulations). o Number & location of handicapped spaces (see Section 13.01(I) of the Land Development Regulations). o Lot coverage information: Building coverage, overall coverage, front yard coverage(s), and total lot size. o Exterior lighting details (cut sheets). All lights should be downcasting and shielded. o Dumpster locations (dumpsters must be screened) o Bicycle rack as required under Section 13.01(G)(5) of the Land Development Regulations. o If restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ❑ Final Plat, Minor Subdivision $ 260.00* ❑ Final Plat, Major Subdivision or PUD $ 510.00* ❑ Final Plat Amendment $ 160.00* *Includes $10.00 recording fee 7 C July 2, 2007 C18/1El Irll I FEERI Ir ASS JCIAMISO. fi IC. 928 Falls Road P.O. Box 485 Shelburne, VT 05482 Ms. Cathyann LaRose, Planning Assistant City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: Super -Temp Wire & Cable Manufacturing Facility Meadowland Business Park, 104 Bowdoin Street PUD Preliminary Plat & Final Plat Amendment Application Dear Ms. LaRose: Since Super -Temp Wire & Cable did not proceed with construction within 6 months of the issuance of its original approval in June, 2006, the applicant is seeking a new approval of chiefly the same project as that previously approved by the City. The primary changes include a new east access to the building and an extension of the pavement area to this access. This extension of the pavement will also improve fire access to the east side of the building where none previously was proposed. Two additional loading docks have been added on the south side of the building to improve product loading and raw material unloading. Please find attached both a preliminary and final plat application for the Super - Temp Wire & Cable site plan on Lot 6 at the Meadowland Business Park. To assist in your review of the applicaiton, we have updated the information requested in the original Staff Sketch Plan outline of items to be addressed for the preliminary plat application submittal. The South Burlington Water Department should review the plans prior to preliminary plat approval. A set of plans has been forwarded to Jay Nadeau for comment (see attached letter). 2. The preliminary plat application shall include the sewer allocation request. A copy of the request is attached. 3. The applicant shall submit grading and erosion control plans as part of preliminary plat application. The Plan set includes the proposed I Ms. Cathyann LaRose Page 2 of 6 July 2, 2007 grading plans as well as a separate set of EPSC plans for the project. The project has received authorization from the State of Vermont for coverage under the Construction General Permit. 4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The requirements of these sections have been addressed with the information on these respective plans. 5. The applicant shall submit a new survey plat to show the revised property lines and submit new legal documents for the street acceptance. A copy of the survey plat which depicts the temporary easement associated with the temporary cul-de-sac is attached. This is the same information used In the original 1996 City approval of the project. 6. The South Burlington Fire Chief shall review the plans and provide comments prior to preliminary plat approval. A set of plans has been forwarded to the Chief for his comment (see attached letter). 7. The applicant should meet the South Burlington Recreation Path Committee to discuss the recreation path easement on the property. We previously appeared before the Recreation Path Committee on May 1't, 2006 and they accepted the proposed building configuration. 8. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All of the proposed utility lines are depicted to be installed underground. 9. The applicant shall submit plans showing proposed lighting locations and details (cut -sheets) as part of the preliminary plat application. A lighting plan (Sheet C5.0) and cut sheets have been included. 10. The applicant should submit information pertaining to the number of employees as part of the preliminary plat application. The number of employees that the applicant is seeking local approval for is 35. This will be spread out over three shifts. The largest crossover will occur CI I Ms. Cathyann LaRose Page 3 of 6 July 2, 2007 at the 191 and 2"d shift with a maximum of 18. 11. The site plan shall be revised to show handicapped accessible parking in compliance with Table 13-7 of the SBLDR as part of the submission of preliminary plat. Based on the 27 proposed parking spaces, two handicap parking spaces are required. These are located at a point closest to the front door. 12. The site plan shall be revised to depict a bicycle rack. The site plan now depicts the installation of a bike rack. 13. The applicant should submit building elevations showing height of the building from the average pre -construction grade. Building elevations with the requested information are depicted on Sheet C2.1. 14. The plans shall be revised to depict all dumpsters, adequately screened. The Plans now include location for a trash and recycling dumpster at the east end of the building. Screening will be via a chain link fence with interwoven screening material. 15. The applicant shall submit building costs as part of the preliminary plat application. The proposed building cost of construction is estimated to be $2,000,000. 16. The applicant shall submit a landscaping plan for the subject property, prepared in accordance with Section 13.06 of the SBLDR, as part of the preliminary plat application. The landscaping plan for the property is attached as Sheet L-1. 17. The applicant shall submit a landscaping budget for the subject property, in compliance with Table 13-9 of the SBLDR, as part of the preliminary plat application. The landscaping budget is enclosed with this package. 18. The plans shall be revised to depict snow storage areas. The plans now depict the proposed snow storage areas. 19. The plans shall be revised to depict any utility cabinets on the site. They shall be effectively screened to the approval of the Development Review Board prior to final plat approval. One additional utility cabinet is ( Ms. Cathyann LaRose Page 4 of 6 July 2, 2007 proposed at the southwest corner of the building. 20. The applicant shall submit building elevations as part of the preliminary plat application. The building elevations shall include the height of the building in relation to mean sea level as well as the horizontal distance of the building from the Hinesburg Road - North View Protection Base Line, in compliance with Section 10.03(H) of the SBLDR. A profile depicting the view protection zone elevation in relation to the building is depicted on Sheet C2.1. Building elevations are on sheets A-1 and A-2. 21. The City Engineer shall review the preliminary plat plan and provide comment. Acknowledged. 22. The plat plan for the entire Meadowland Business Park PUD shall be submitted as part of the preliminary plat application. This is now included. 23. The site plan shall be revised to remove the orthographic photo from the background. The site plans shall be as easy to read as possible. The orthophoto has been removed as requested. An important component of Super -Temp's ability to expand is the inclusion of a portion of the building which will rise 16 feet above the remaining roof line to a total height of 42.6 feet above the finish floor (see attached elevations). This portion of the building is used in curing the wire coating applied in the manufacturing process. The wire coating is applied to the conductor material at floor level and then raised vertically (as opposed to horizontally) to keep the applied material from going out of round. The elevated portion of the building will add some character to the otherwise industrial type building. The top of the building falls 13.4 feet below the Hinesburg Road North View Protection Corridor and is well below the airport approach cone. Photographs of Lot 6 taken from Meadowland Road show the approximate height of the 42' roof (see orange balloons) in relation to the forested backdrop. The forested backdrop minimizes the aesthetic impacts of the raised section of the roof. The applicant is seeking permission from the City to construct the building as proposed as allowed under Section 3.07 E (2) of the Land Development Regulations. The maximum total height of the building above original ground is 43.5 feet. Ms. Cathyann LaRose Page 5 of 6 April 26, 2006 Consistent with the color of the buildings in the area and as a means of reducing heat gain in the summer, the color of the metal clad building will be sand tan. The building location has been chosen to respect a municipal recreation path partially located on the north side of the lot while also maximizing solar gain in reducing winter maintenance requirements on the south side of the building where the majority of the pavement is proposed. Setting the front of the building further away from the street also will allow for improved landscpaping and aesthetics of the facility. Parking has been distributed along the periphery of the building so as to minimize walking distances for the manufacturing and front office employees. Delivery truck access has been isolated to the back half of the parcel. The pavement has been extended easterly toward the property line in a manner that maximizes ease of back-up maneuvering by the delivery/pick-up tractor trailers (i.e. drivers looking over his/her left shoulder as opposed to right shoulder). Sensitivity to trucks accessing and leaving the facility shows up in the proposed entry drive intersection with Bowdoin Street. Bowdoin Street is not proposed to be extended at this time as the development of Lot 5 on the west side of the street has not been determined. The applicants would propose that the extension of this road be completed at the time that Lot 5 is developed. Water, sewer, electrical, telephone and cable stubs were previously installed to the west edge of the property line and will be extended into the site to service the proposed facility. Stormwater management in the form of grass -lined treatment swales on the north side of the building and a wet pond detention basin on the west side of the building will be used to conform with the peak flow requirements while providing greater treatment levels than that originally conceived in the originally issued stormwater permit for the Business Park. The State Stormwater Permit requires a 10-year design storm peak flow from the property of no more than 2.4 CFS. This design will provide a peak flow of 1.93 CFS. Stormwater flowing northerly in a large ditch located along the west edge of the parcel is proposed to be culverted and filled so as to provide adequate room for the proposed stormwater management facility. Ms. Cathyann LaRose Page 6 of 6 April 26, 2006 Based upon the limited number of issues associated with the project, the applicant is seeking a consolidation of the preliminary and final plat hearings to facilitate project scheduling. Please find attached a completed application and supporting plans for this proposed facility. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures: Six (6) Full Size and Nine 11" x 17" reduced Size Plan sets including: Meadowland Plat Plan May., 2001 C-1.0 Site Location Plan Apr., 2006 C-2.0 Site Improvements Plan Apr., 2006 C-2.1 Building Elevations Plan Apr., 2006 C-3.0 Site Grading & Drainage Plan Apr., 2006 C-4.0 Site Utility Plan Apr., 2006 C-5.0 Site Lighting Plan Apr., 2006 C-6.0 Site Details Apr., 2006 C-6.1 Utility Details Apr., 2006 C-7.0 EPSC Site Plan Aug., 2006 C-7.1 EPSC Narrative Apr., 2006 C-7.2 EPSC Specifications Apr., 2006 C-7.3 - 4 EPSC Details Apr., 2006 C-7.5 EPSC Inspection Aug., 2006 C-8.0-8.3 Specifications Apr., 2006 C9.0 Photo with Proposed Building Apr., 2006 L-1 Site Landscaping Plan Apr, 2006 A-1 Architectural Elevtations June., 2007 A-2 Architectural Elevtations June., 2007 Preliminary Plat Application (with fee) Final Plat Application (with fee) Letter to Nadeau, Letter to Chief Brent Wastewater Allocation from Neagley Lighting Cut Sheets Landscaping Cost Estimate cc: P. Kenny (w/ enclosures), David Slade (w/enclosures) C:\1LetW6113NLaRosePrelim2.wpd CI,IIt _"]`11GI �I_URII Ir A'S,S0CIArt1150. Il IC, 928 Fall, road P.O. Box 485 Shelburne, V'1' 05482 July 2, 2007 Mr. Jay Nadeau, Superintendent City of South Burlington Water Department Queen City Park Road South Burlington, Vermont 05403 Re: Super -Temp Wire & Cable Life Safety Issues Meadowland Business Park, South Burlington Dear Mr. Nadeau: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mai1CC>cea-vt.com The DRB approval for the Super -Temp light manufacturing facility has expired and they are now re -applying to the City. In accordance with the request of the Planning & Zoning Office, please find attached a copy of the site plan and details for the proposed Super -Temp Wire & Cable Manufacturing Facility to be located on Lot 6, 104 Bowdoin Street, within the Meadowland Industrial Park. The only change to the previously reviewed water supply design is that he entry point has been moved to the west more in line with the proposed sprinkler room. The Planning Office would appreciate your review of the proposed site layout as part of the local approval process. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures Site Plan Site Utility Plan and Details; Previous Review Letter cc: P. Kenny (no/ enclosures) CEA File 06113.00 (w/ enclosures) CAI Let\06113\Nadeau2.wpd I SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 May 3, 2006 Mr. David Marshall Civil Engineering Associates, Inc. P.O. Box 485 Shelburne, VT 05482 RE: Super -Temp Wire & Cable Dear Dave: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. The attached Application for Water Allocation must be completed and returned to the South Burlington Water Department as soon as possible. As your project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. Current water distribution system upgrades have been substantially completed that should allow for the construction of your project, pending approval of all other local and State requirements. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CVr'D Specifications. 4. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on backflow protection devices. G T}Ya nh,.,e oForo., _ 1 ! \7ITTl Q„ :C. a: ..a,a_ al -_a - .i. alav uvv,v ♦vava'viiv ii Vi1L V�.lVvillVliL1l111J JLCLIV 111f1L 11V YV (1.L1+1 11111...J J110.11 Vu installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 6. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. RECEItIVED 11 A 3 20 CEA, Inc. 7. The water service line shall be sized according to fire flow and fire sprinkler demands. Sufficient engineering and design must be incorporated in order to meet Labor and Industry Life Safety requirements for fire flow conditions _ 8. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 9. Separation between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 10. Prior to any building construction, the building contractor should contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 11. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 12. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 13. Further review changes may be required as this project proceeds through the permit process. 14. A hard copy set of As-Builts as well as one electronic copy in Auto-CAID.DWG Version 14 Format or newer shall be supplied to this department upon completion of the project. If you have any questions or I can be of further assistance, please call me. Sin c rely, Jay adeau Superintendent CC. Cathyann LaRose Doug Brent Bruce Hoar Enc. Plan Reviews: Super -Temp Wire & Cable APPLICATION FOR WATER ALLOCATION * Items marked with an asterisk must be filled in by ALL applicants * Applicant Information Applicant: Contact Person: Mailing Address: Telephone & Fax for Contact: Property Owner Name (if not applicant): Property Owner Mailing Address: Super -Temp Realty Company, LLC Mr. Peter Kenny C/o Super -Temp Realty Company, LLC 133 Elm Street, PO Box 277, Winooski, VT 05404 655-4211 Same Same * Physical location of project: 104 Bowdoin Street * Signature of Applicant * Signature of Property Owner * Project Information If the project is a single-family home, please check one: _ New Existing If not single-family home, project name: Super -Temp Wire & Cable Manufacturing Facility * Application or Permit Numbers: (from Department of Planning & Zoning) Engineer's Information for flows over 1,000 gpd Name of Engineer: David S. Marshall Firm: Civil Engineering Associates Mailing Address: PO Box 485, Shelburne, VT 05482 Phone & Fax: 985-2323 F985-2271 PE License #: VT 6019 * Flow Calculations (You may substitute an engineer's calculation or letter containing the information requested below) For additional bedrooms in single-family homes: Page 1 APPLICATION FOR WATER ALLOCATION Number of existing bedrooms: Number of additional bedrooms requested: For other residential nroiects. list number of bedrooms and units renuPsted- Number of bedrooms x Number of units x Gallons per day per unit = Total flows 1 150 2 300 3 450 4 600 5 750 6+ (specify) TOTAL For commercial and industrial projects, list existing and proposed tenants, uses and flows: Tenant I Number of Other Business Type of use I seats, SF, etc. I x I Flow per unit Adjustments Total flow Super -Temp Light Ind. 35 Employees x 15 GPD/Empl — 10% Lo Flo = 473 GPD TOTAL 473 GPD * Total development water flow requested: 473 gallons per day Please do not write below this line Approved by Water Department Superintendent of Water Date Preliminary Allocation approved: Date Final Allocation approved: Final Allocation Expires: (Date) Date with permit # For Extensions of Final Allocation Only EXTENSION GRANTED to G: Word: SBForm s:Waterallocation Form (Date) (Date of Expiration) Page 2 Schedule of Fixtures and Poles for Super Temp Manufacturing Facility Site Plan Pole/Light Luminaire Lamp Type and Manufacturer Pole Type Designation Type Wattage 20SAR102 Full Cutoff 100w Pulse start Kim 1 SA/SAR2/100MH/A 5", 11 ga. round Type 2 metal halide, include photocell control, flat 20' tall steel, non- distribution ED-17 medium lens tapered pole on base concrete base -A 20SAR174 Full Cutoff 175w Pulse start Kim 1 SA/SAR4/175PMH/A, 5", 11 ga round Type 4 metal halide, include photocell control, flat 20' tall steel, non- distribution ED-28 mogul lens tapered pole on base concrete base 25SAR174 Full Cutoff 175 Pulse start Kim 1 SA/SAR4/175PMH/A, 5", 11 ga round 25' Type 4 metal halide, include photocell control, flat tall steel, non- distribution ED-28 mogul lens tapered pole on base concrete base Alternate equal product is Cooper's Invue Vision series with segmented (not hydroformed) optics. Pole selection is based on EPA of selected product. .%A 3 eXu c,vtt-� F-�o�cH`tss� HORIZONTAL LAMP POSITION A horizontal lamp orientation allows for a broad selection of luminaire distribution shapes. Optical systems are available in Type ll, III, IV, SL Forward Throw, and Square Type V distributions. i> i� .;?� DUO Do (000 ESIMON 1-IMENIwo C=N ROTATIONAL FLEXIBILITY Optical assemblies can be rotated in 90' increments without the use of tools, allowing for manipulation of distribution orientation independent of fixture orientation. SW a VISION SITE Architectural Area Luminaire HOUSING One-piece, die-cast aluminum housing maintains a nominal 0.125" wall thickness. Integral reveal channels along top surface of housing promote heat extraction and prolonged electrical component life. Solid cast wall separates optical chamber from electrical area. DOOR One-piece die-cast door frame. Door frame opens in a toolless fashion via release of one (VXS) or two (VXM) flush mounted toolless latches. Tempered 1/8" thick clear glass lens seals to door with a weather -tight continuous gasket. Optical chamber is sealed against entry of dirt and me a continuous door mounted gasket which firmly compresses against optical enclosure wal LENS Impact resistant 1/8" thick tempered clear flat glass. PRODUCT SPECIFICATIONS - Features + Benefits OPTICAL SYSTEMS Choice of five (5) efficiency segmented optical systems constructed of premium 95% reflective anodized aluminum sheet. Optical segments are rigidly mounted inside a thick gauge aluminum housing for superior protection. All segment faces are clean of rivet heads, tabs, or other means of attachment which may cause streaking in the light distribution. Optional high efficiency hydroformed reflectors available in VXM housing only in four (4) distributions patterns. All reflector modules feature toolless removal, quick disconnect wiring plugs, and are field rotatable in 90' increments. HID lamp sources in medium housing (VXM) optics feature mogul -base lampholders while the small housing (VXS) optics feature medium -base lampholders. ARM One-piece extruded rectangular arm available in standard 5" (VXS), or 6", and 10" lengths (VXM). Internal bolt guides allow easy positioning of fixture during installation to pole or wall surface. SUSPENSION MOUNT [Not Shown] Die-cast cleat factory mounted to luminaire and finished in luminaire color. Stainless steel structural rod measures 1/2" in diameter and is provided in luminaire finish color or optional natural finish. Product works in conjunction with accessory VXS 5" arm and VXM 10" arm. INVUE poles provided pre -drilled for suspension mount option. See INVUE pole brochure for a complete selection of matching poles. DIMENSIONS A -gnu HIE 111� VRs__, 11 LJL1L1 lll�lll c r'J8rnm] VXM 7' [t 78 mmJ 1 Lvxs 13 112' [343 irriJ ��VXS 23" 1584 mm]. I VXM 17" [432 mm] VXM 28" [724 mm] VXS 5' [127 mm] VXM 6" or 10" [152 mm or 254 mm] J 15 VISION SITE Architectural Area Luminairc 1 ORDERING INFORMATION i 61, iw Product Family VXS-Vision Site I VXM-Vision Site Medium Lamp Wattage ' HID 70-70W 100-IODW 150-150VV 175-175W 2SO-25OW 320-32OW' 350-350W' 400.40OW' Compact Fluorescent 42-42W a 57-57W" 114-(2) SOW ' 14042) 7OW' Electrodeless 85-BSW' VXM-400-M H-MT-3S-BK-PRCP5-L PMH-M Typeetal Halide MP -Pulse Start Metal Halide HPS-High Pressure Sodium CF-Compact Fluorescent' QL-Electrodeless Fluorescent Voltage" 120-120V 208-208V 240-240V 277-277V 347-347V 480-480V DT-Dual-Tap wired 277V" MT -Multi -Tap wired 277V" TT -Triple -Tap wired 347V" Distribution 2F-Design 20 Formed" 2S-Type 11 3F-Type IV 30 Formed" 3S-Type III 4F-Type V 40 Formed" 4S-TypeIV 6F-Type V 50 Formed " 5S-Type V SL-Forward Throw Spill Light Eliminator Colon (add as suffiximust specify) BK-Black AP -Grey 57-Bronze WH-White DP -Dark Platinum GM -Graphite Metallic Structural Options (add as suffix) Pole Mount PROPS -Painted Strut Rod and Clevis Set for Square Poles" PRCSS-Stainless Steel Finished Strut Rod and Clevis Set for Square Poles " PRCPR-Painted Strut Rod and Clews Set for Round Poles " PRCSR-Stainless Steel Finished Strut Rod and Clevis Set for Round Poles " Wall Mount WRCP-Painted Strut Rod and Clevis Set " WRCS-Stainless Steel Strut Rod and Clevis Set " Options (add as suffix) F-Single Fuse (120, 277, or 34M Specify Voltage FF-Double Fuse (208. 240 or 4801A Specify Voltage Q-Quartz Restrike " EM-Quartz Restrike with Delay (Also Strikes at Cold Start) " EM/SC-Quartz Emergency Separate Circuit " 42CF/EM-Emergency Battery Backup " R-NEMA Twistlock Photocontrol Receptacle (VXM Only) PC -Button Photocontrol NIAS Only/Specify Voltage) DS-Dual Fluorescent Switching Control " H3-House Side Shield " VS-Po"rbonate Vandal Shield T-Terminal Block [VXM Only) L-Lamp Included NOTE: 1 Arm net included. See accessories 2 All HID lamps are mogul -base In VXM and medium -base in VXS. 3 Pulse Start Mcial Halide only (320 and 350W), 4 40OW MH requires reduced envelope ED29 lamp 5 Compact Fluorescent only. Available in VXS with Type 3S. 4s and 55 distributions only. 5 Nominal M.O.I. Imp length of 57W CR not to exceed 7'. 7 Dual 57 and dual 7OW Compact Fluorescent Imp option available In VXM housing in Type 4S distribution only. I Ei dmdeless Fluorescent (IL Imp only. Available in VXM housing I Type 35 and SS distributions only 120V only. a Compact Fluorescent ballasts contain internal fusing. No supplemental fusing Is necessary. CF ba9nt am 12D through 27N 10 Products also available In non -US voltagcs and 5DHz for international markets Corook factory for availability and ordering Information. 11 Dual-Tep Is 17Q27N wired 277V. Multi -Tap is 1201208124D/27N wired 27N. Tdple-Tep ballast Is 120/277/34N wired 347V. 12 A 3F, 4F, 5F and SL optics avagable in VXM oralµ 13 RAL and custom color matches available. consult your INVITE Ughting Systems Repregatetive for more information. 14 Square pok mount structural opborn do not Include arm assembly (See Accessorlest compatible with 5' MA1071 arm for VXS, or 10' h611051 arm for VXM oriltc I S Round pole mount structural optlons do not Include arm assembly (Sec Accessartes). Compatible with P MAf074 arm for VXS, or 10' MA1053 arm for VXM only. 16 Wall mount structural options do not Include arm assembly, (See Accessories). Compatible with V MA1071 arm for VXS, or 10' MA1051 am for VXM only. 17 Ouartt options not available with SL optic 18 Amery backup provides 90 minutes of supplemental light at 60% of Initial pled lamp lumens. VXS Type 3S. 4S, 5S optics only. Must specify 42W Compact Fluorescent lamp. 15 Dust switching requires dual 57W or dual 701N compact Fluorescent lamps, and allows Independent switching control of each lamp through use of two (2) electronic ballasts. Allows Soil► power reduction. 20 House side shield not available on 55 and St. optics 21 Use when mounting VXM torture heads at 90' Inco-I.M 22 For use in down lighting applications only. DIMENSIONS VXS 6' [152 mm] VXM el 7' [178 mm] LvXs 13 112' [343 mmIJ I t--VXS 23' (554 mml.--� VXM 17' [432 mm] VXM 28' [724 mm] VXS 5' [127 mm] VXM 6' or to' [152 mm or 254 mm] DRILLING PATTERNS VXS (TYPE 'E") 2 11116' 169 mm] 3/4' [20 mm] dia. hole 718' (23 mm] 3 7/8' [99 mm] (2) 318" 110 moil dia. holes WATTAGE TABLE VXM (TYPE -M") --1 2 11/16- 169 mm) 3/4' 120 mm) dia. hole 2 7116' [124 mml 4 7/8' [724 mm] (2) 5/8' [16 mm] dia. holes ' ....................•-•---•• .............VXM,................. Metal Halide 70. 100. 175W 175, 250, 40OW Pulse Start Metal Halide 250, 320, 350, 40OW High Pressure Sodium 70. 10% 15OW 150, 250. 40OW Compact Fluorescent 42. 57W (2) 57. (2) 7OW Eiectrodeless Fluorescent 85W STANDARD COLORS Accessories (order separatelylreplace XX with color suffix) MAT 071-XX-VXS 5" Arm For Square Pole MA1074-XX-VXS 5" Arm For Round Pole MAI050-XX-VXM 6" Arm For Square Pole MA1051-XX-VXM 10' Arm For Square Pole " MA1052-XX-VXM 6" Arm For Round Pole MA1053-XX-VXM 10' Arm For Round Pole " MA1073-XX-VXS Direct Mount for Square Pole MA1076-XX-VXS Direct Mount For Round Pole MA1056-XX-VXM Direct Mount for Square Pole MA1057-XX-VXM Direct Mount for Round Pole MA1200-XX-VXS Direct Wall Mount Kit" MA1077-XX-VXS Wall Mount Kit with 5" Arm " MA1201-XX-VXM Direct VV211 Mount Kit " MA1054-XX-VXM Wall Mount Kit with 6" Arm " MA1207-XX-VXM Mast Arm Adapter MA1101-XX-VXS Single Arm Tenon Adapter for 2 3/8" O.D. Tenon MA1102-XX-VXS 2 @ 180' Tenon Adapter for 2 318" O.D. Tenon MA1103-XX-VXS 3 a 120' Tenon Adapter for 2 318" O.D. Tenon MA1104-XX-VXS 4 @ 90' Tenon Adapter for 2 3/8" O.D. Tenon MA1105-XX-VXS 2 @ 90' Tenon Adapter for 2 318" O.D. Tenon MA1106-XX-VXS 3 @ 90' Tenon Adapter for 2 3/8' 0.11 Tenon MA1107-XX-VXS 2 @ 120" Tenon Adapter for 2 318" O.D. Tenon MA1108-XX-VXS Single Arm Tenon Adapter for 3 112" O.D. Tenon MA1109-)(X-VXS 2 a 180' Tenon Adapter for 3 1/2' O.D. Tenon MA1110-XX-VXS 3 a 120' Tenon Adapter for 3 1/2' O.D. Tenon MA1111-XX-VXS 4 @ 90' Tenon Adapter for 3 1/2' D.D. Tenon MA1112-XX-VXS 2 a 90' Tenon Adapter for 3 1/2" O.D. Tenon MA1113-XX-VXS 3 a 90' Tenon Adapter for 3 1/2' O.D. Tenon MA1114-XX-VXS 2 a 120' Tenon Adapter for 3 1/2" O.D. Tenon MA1017-XX-VXM Single Arm Tenon Adapter for 2 3/8' OD. Tenon MA7016-XX-VXM 2 a 180' Tenon Adapter for 2 3/8' O.D. Tenon MA1019-XX-VXM 3 @ 120' Tenon Adapter for 2 3/8" QD. Tenon MA1045-XX-VXM 4 @ 90' Tenon Adapter for 2 318" O.D. Tenon MA1048-)X-VXM 2 a 90' Tenon Adapter for 2 3/8' OLD. Tenon MA1115-XX-VXM 3 @ 90' Tenon Adapter for 2 3/8" O.D. Tenon MA7116-XX-VXM 2 a 120' Tenon Adapter for 2 318" O.D. Tenon MA1010-XX-VXM Single Arm Tenon Adapter for 3 1/2" O.D. Tenon MA1011-XX-VXM 2 @ 180' Tenon Adapter for 3 1/2' O.D. Tenon MA7012-XX-VXM 3 @ 120' Tenon Adapter for 3 1/2" O.D. Tenon MA1013-XX-VXM 4 @ 90' Tenon Adapter for 3 1/2' O.D. Tenon MA1014-XX-VXM 2 a 90' Tenon Adapter for 3 7/2" O.D. Tenon MA1016-XX-VXM 3 @ 90' Tenon Adapter for 3 1/2' O.D. Tenon MA1015-XX-VXM 2 @ 120' Tenon Adapter for 3 112- O.D.Tenon OAIRA101 6-Photacontrol—Multi-Tap OA/RA1027-Photocontrol--480V OA/RA1201-Photocontrol—Multi-tap (347V) VXS Suspension Mount (TYPE 'F") 2 3/4' .312' IS mm] dia. hole [70 mm] 17" 1280 mm] 3/4' 120 from] dia. holes ;;�[77 99 mm] 3- mm] (2) 3/8' (70 mm) dia. holes SHIPPING DATA VXS VXM Net Weight (Ibs.) 35 51 Volume (cu. ft.) 3.00 3.18 E.PA 1.05 1.10 NOTE: The above are approximate weights and volumes VXM Suspension Mount (TYPE "G") .312" IS mm] 2 314die hole 170 mm) 13 1/4' [336 mm] 3/4' [20 moil dia. holes 4 7/8' [124 mm] 2 7/i6- [62 mml (2) 9/16' 115 mm] dia. holes POLES INVUE Lighting Systems offers a comprehensive oackaoe of steel. aluminum and decorative poles to suit any site lighting application. Consult the INVUE Poles brochure for ordering information and product Specifications. BK AP BZ WH DP GM Black Grey Bronze White Dark Platinum Graphite Metallic IB VISION SITE Architectural Area Luminaite Ordering information � SAR Base The Small Archetype' 0toium 175 Watt Ordering Example: Mounting Fixture Electrical Module Finish Options r— Pole —-- VSF Option For Standard Fixture and Pole 1SA / SAR2 /175MH120 / BL-P / A-30 / PSA16-4125SA / BL-P / VSF-1SA 1 2 3 4 5-11 12 13 See separate Kim Pole Catalog Omit for 1 W Wall Mount. 1 Mounting: 3SY configuration is available Plan View: Wall Mount for round poles only. EPA- 0.7 1.4 1.2 1.9 1.9 2.5 n/a Cat. No. 1 SA 2SB 2SL 3ST 3SY 4SC 1 W 2 Fixture: Horizontal Lamp Cat. No. designates SAR fixture and light distribution. es) See the Kim Site/Roadway Optical Systems Catalog for Flat Lens detailed information on reflector design and application. Light Distribution. Type II Type III Type IV Type V Forward Throw Square Full Cutoff Full Cutoff Full Cutoff Full Cutoff Cat. No.: SAR2 SAR3 SAR4 SAR5 3 Electrical Module: 70HPS120 100HPS120 150HPS120 HPS = High Pressure Sodium 70HPS208 100HPS208 150HPS208 70HPS240 100HPS240 150HPS240 MH = Metal Halide 70HPS277 100HPS277 150HPS277 70HPS347 100HPS347 150HPS347 Lamp Lamp Line Watts Type Volts 7OMH120 10OMH120 150MH120 175MH120 150 HPS 120 70MH2O8 100MH2O8 150MH2O8 175MH2O8 70MH240 10OMH240 1 SOMH240 175MH240 70MH277 I OOMH277 I SOMH277 175MH277 7OMH347 100MH347 150MH347 175MH347 4 Finish: Color: Black Dark Bronze Light Gray Platinum Silver White Custom Colors' Super TGIC powder coat paint Cat No.: BL-P DB-P LG-P PS-P WH-P CC-P over chromate conversion coating. 'Consult representative for custom colors. 5 Optional Photocell Cat. No. and A-30 120V Mounting Configuration Control: Line Volts: A-31 208V s Not available for 1 W Wall Mount. A-32 240V — Fixture with Photocell 1 SA _ Sensor _ 2SB s — s ° sl s A-33 277V � � J A-35 347V Photocell 2SL 3ST,�3SY 4SC Sensor No fixture wattage limit. 6 Optional Convex Glass Cat. No.: CGL Tempered convex glass lens replaces standard flat lens. Lens:171— Optics become cutoff. Convex Lens a Y4 KBM LIGHTING Optional Polycarbonate Cat. No.: LS Polycarbonate Lens replaces standard tempered glass lens Lens: Polycarbonate Lens See "CAUTION" on page 17 Optional Houseside Cat No: HS Recommended for use with clear lamps only Effectiveness is Shield: �;., reduced for coated lamps. Not for use with Type V light HS for distributions. flat lens Cat No.: HSC For use with all fixtures with convex glass lens Not for use with HSC for Type V light distributions. convex lens or polycarbonate lens 9 Optional Tamper- Tamper -Resistant Cat. No.: TL Standard die-cast latch is provided with a captive 10-32 stainless Resistant Latch: Latch steel flat socket -head screw to prevent unauthorized opening. Required only for vandal protection in locations where fixtures can be reached by unauthorized persons. 10 Optional Horizontal Cat. No.: HSF Replaces standard mounting arm with a slipfitter for mounting Slipfitter Mount: to a horizontal pole davit -arm with 2" pipe -size mounting end Slipfitter (23W O.D.). 11 Special Options for Cat. No.: AF Air Filter to allow ventilation through the optical chamber. Street Lighting: 12 Poles: See Kim Pole Catalog for a complete selection of square and round poles in aluminum or steel. 13 Optional Vertical Slipfitter Mounts: Cat. No. -cljpp VSF-1SA .; Cat. No SVSF-1SA Mounting Configuration Allows standard fixture and arm 1SA - Single arm mount to be mounted to poles having a VSF-2SB SVSF-2SB 2SB - 2 at 180' 2' pipe -size tenon (23/B" O.D. x 4 Yz" VSF-2SL SVSF-2SL 2SL 2 at 90° min. length). VSF-3ST SVSF-3ST 3ST - 3 at 90' Round VSF-3SY Square 3SY - 3 at 120` VSF-4SC SVSF-4SC 4SC - 4 at 901 KIM LIGHTING 15 Horizontal Lamp See the Kim Site / Roadway Optical Systems Catalog for complete details and explanation of optical system features Horizontal Lamp Available in Type 11, Type III, Type IV, and Type V Square distributions. This flat lens system provides maximum cutoff control and very good uniformity. Sealed optics and performance die-cast reflector technology allow this horizontal lamp optical system to maximize lamp output. An optional houseside shield is available for Types II, III, and IV distributions. An optional convex lens offers increased lens presence, a subtle improvement in uniformity, and increased effectiveness of houseside shielding. Full Cutoff The Archetype utilizes a horizontal lamp orientation with a flat glass lens to produce full cutoff with zero light above 900 horizontal. In addition, the reflector system has been carefully engineered to provide maximum pole spacing with outstanding visual uniformity. The primary reflector panels are highly specular to achieve precise lamp arc reflections toward the proper areas on the ground. Excessive straight -down illumination is avoided by the elimination of downward reflecting surfaces. A. High -angle maximum candlepower and sharp cutoff are produced by the smooth i specular Side panels. B. A specular peened upper reflector spreads light into the mid- range, gradually increasing the intensity toward higher angles while avoiding any low -angle reflections. C. At low angles, bare lamp illumination is more than adequate. The elimination of downward reflecting surfaces greatly in- creases uniformity. Horizontal T .M6_Z'f c, Lamp Flat Lens Full Cutoff Optics j Type II Type III Type IV Type V Optional Convex Lens Cutoff Optics 1. Typical horizontal lamp luminaires produce excessive straight - down illumination in relation to the side throw. This causes poor uniformity. 2. The Archetype reflectors have reduced straight -down illumination with increased side throw. This produces excellent pole spacing and uniformity. I. 11, C. KIM LIGHTING C Aerodynamic Shape Luminaire shape is the single most important factor in determining pole size. Because poles are often more expensive than luminaires, a reduction in pole size can produce significant savings in overall cost. Fixture weight has little influence on pole size; because wind loading produces the greatest lateral force. The aerodynamic shape of the Archetype generates far less wind loading than a "shoebox" luminaire, thereby permitting lighter poles to be used. The aerodynamic shape also improves the effectiveness of the cooling ribs. Integrated Cooling The die-cast housing is a homogeneous body in which every feature has a functional purpose. H.I.D. lamps produce heat, yet are operated by temperature - sensitive electrical components. Because of its compact size, new methods of controlling heat were required for the Archetype. A combination of cooling ribs and a solid barrier wall are employed to control operating temperatures for maximum component life. AR Model 80 m.p.h. wind force: 32.7 ft-lb Coefficient of drag:.70 E P.A.: 1.2 A Shoebox with same overall dimensions 80 m.p.h. wind force: 56.3 ft-lb Coefficient of drag: 1.2 E.P.A.: 2.0 Primary heat source A 400 watt lamp produces bulb temperatures as high as 400°C. Cooling ribs double surface area, providing rapid heat dissipation. Heat is efficiently radiated from the fixture top and carried away by airflow over the hnl minn An extra -thick barrier wall separates the optical chamber from the electrical compartment. The optical chamber is totally sealed. Secondary heat source The ballast produces heat while adjacent capacitor and ignitor components must operate below 90°C. The electrical compartment also ventilates through the mounting arm. KIM LIGHTING 25 Luminaare Specifimmons AR and SAR Models -22_.m - - - - r ,-rtr Dimensions AR Model 150 to 400 watt Mogul Base Lamps Is1 0 6" k 2" 16" Arm cross-section L Maximum Fixture weight (400HPS) = 45 lb SAR Model 70 to 175 watt Medium Base Lamps r 5" Arm cross-section Maximum Fixture weight (150HPS) = 25 lb Optional Wall Mounts i> 4'/4" k t' E'Ev".- ,1'.' u 53/�" AR wall mount using wall embedment bracket - J-box in wall (by others) 43/4 SAR wall mount using adapter plate - 3" or 4" J-box (by others) Housing: One piece low copper (less than .6%) die-cast aluminum alloy with integral cooling ribs over the optical chamber and electrical compartment. Solid barrier wall separates optical and electrical compartments. Double -thick wall with gussets on the support -arm mounting end. For the large AR model, housing forms a half cylinder with 55' front face plane providing a recess to allow a flush single -latch detail. For the small SAR model, housing forms a half cylinder with 58' front face plane providing a recess to allow a flush single -latch detail. All hardware is stainless steel or electro-zinc plated steel. Lens Frame: One piece low copper (less than .6%) die-cast aluminum alloy lens frame with 1" minimum depth around the gasket flange. Integral hinges with stainless steel pins provide no -tool mounting and removal from housing. Single die-cast aluminum cam -latch provides positive locking and sealing of the optical chamber by a one piece extruded and vulcanized silicone gasket. Clear 3/16" thick tempered glass lens retained by eight steel clips with full silicone gasketing around the perimeter. Reflector Module: Specular Alzak® optical segments are rigidly mounted within a die-cast aluminum enclosure that attaches to the housing as a one-piece module. Reflector module is field rotatable in 900 increments. AR model HPS and PMH sockets are porcelain 4KV pulse rated mogul base, MH sockets are porcelain mogul base, pin -oriented, with molded silicone lamp stabilizer. SAR model MH and HPS sockets are porcelain 4KV pulse rated medium base. All reflector modules are factory prewired with quick -disconnect plug and include silicone seal at the penetration of the internal barrier wall in the luminaire housing. Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with quick -disconnect plugs. Electrical module attaches to housing with no -tool hinges and latches, accessible by opening the lens frame only. All ballasts are high power factor rated -200F. starting. Support Arm: One piece extruded aluminum with internal bolt guides and fully radiussed top and bottom. Luminaire-to-pole attachment is by internal draw bolts, and includes a pole reinforcing plate with wire strain relief. Arm is circular cut for specified round pole. Optional Wall Mounting: Large AR model mounted to poured concrete walls only. A modified support arm is provided with side access to allow field splices within the arm. A wall embedment bracket is provided to accept draw bolts, and a trim plate covers the wall -embedded Junction Box. All wall mount components are finished to match the fixture. Small SAR model mounts to 3" or 4" Junction Boxes by a cast aluminum adapter plate with fixture mounting bolts. NOTE: Junction Box in wall must provide adequate fixture support. See NEC sections 370-13, 17 and 410-14, 16. Quick -disconnect plug and wiring are provided to allow field connections prior to SAR fixture mounting. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a chromate conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification: UL Listed to U.S. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is certified to meet the ISO 9001:2000 standard. CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury 1 1�1 YB 1<111M LIGHTING l Option Specifications See pages 12-15 for complete ordering information Photocell Control: Large AR model supplied with a fully gasketed receptacle above the electrical compartment for NEMA base AR photocell receptacle SAR photocell sensor photocell (by others). For all multiple -fixture pole mountings with two or NEMA base photocell (by others) For pole mounted fixtures only three fixtures, one fixture has a receptacle to operate the others. Four fixtures (250 watt or less) also require one fixture with a receptacle. ff o Four fixtures (400 watt) require two fixtures with receptacles. Small 1 SAR model supplied with an internal photocell with the sensor on the fixture end facing the pole. For multiple -fixture pole mountings, one fixture has a photocell to operate the others. Not available for SAR if wall mounted (1W). Convex Glass Lens: The 3/,s" thick clear convex tempered glass lens replaces the standard flat glass lens. Provides increased lens AR = 2'/z' �I presence and provides a subtle improvement in uniformity where pole SAR = 13h"Z spacing is extreme. Increases effectiveness of houseside shielding. T— Convex Glass Lens Polycarbonate Lens: One piece vacuum formed, clear, UV stabilized convex polycarbonate, fully gasketed, replacing the standard tempered glass lens. 250 watt maximum in AR model. AR model may be used with 400 watt HPS in outdoor locations where ambient air temperature during fixture operation will not exceed 85°F. Polycarbonate Lens CAUTION: Use only when vandalism is anticipated to be high. Useful AR = life is limited by UV discoloration from sunlight and metal halide lamps. SAR = 3' Houseside Shield: (Types II, III, and IV only). Fixtures with the standard flat glass lens are available with stamped aluminum louvers that pass streetside light and block houseside light, and a blackened panel added to the reflector to reduce houseside reflections. Fixtures with the optional convex glass lens are available with a formed aluminum shield that passes streetside light and blocks houseside l light, and a black anodized panel added to the reflector to reduce houseside reflections. Use with clear lamps only, as coated lamps reduce effectiveness. Houseside Shield for Houseside Shield for flat lens convex lens or polycarbonate lens Tamper -Resistant Latch: Standard die-cast latch is provided with a captive 10-32 stainless steel flat socket -head screw to prevent Tamper -Resistant unauthorized opening. Required only for vandal protection in locations p Latch where fixtures can be reached by unauthorized persons. Horizontal Slipfitter Mount: Replaces standard mounting arm with a Horizontal Slipfitter Mount slipfitter which allows AR or SAR model to be mounted to a horizontal / pole davit -arm with 2' pipe -size mounting end (2%' O.D.). Cast aluminum clamp -type slipfitter with set screw anti -rotation lock. Bolts to housing from inside the electrical compartment using mounting holes / for the standard Su Davit arm with 2' pipe size support arm. Davit -arm must be field drilled at a set fixture screw location to insure against fixture rotation. Finished to match mount (by others) fixture and arm. Special Options for Street Lighting Air Filter: Allows for ventilation through the optical chamber, filtering all air particles above 500 microns. Multi -layer disc assembly mounted on solid wall between optical compartment and latch cavity. Terminal Block: (For field wire connections in AR model only.) Air Filter 85AMP, 600V box clamp terminal block mounted to the housing inside the electrical compartment. Accepts #14-4 wire. Factory Terminal Block prewired to electrical module quick -disconnect plug. Vertical Slipfitter Mounts: Allows AR or SAR model with standard support arm to be mounted to poles having a 2' pipe -size tenon Detail '� (2%' O.D. x 4%2" min. length). All mounting configurations can be ' r, used (AR: 1 A, 2B, 2L, 3T, 3Y, 4C or SAR: 1 SA, 2SB, 2SL, 3ST, 3SY, i Stainless 4SC). 4" square or round die-cast aluminum with flush cap, secured steel by four 3/8' stainless steel set point allen screws, finished to match Pole with 2" pipe -size — set screws — fixture and arm. NOTE: 3Y and 3SY only available on round slipfitter. tenon (by others) — Round Square KIM LIGHTING -27 Lamp and Electrical Uuide Lamp QM E� J in z=aa Q m H °�'O J= `«-_°.E C J :° o > rn 49 v1 �a aE 0 Q L� aL 00 ra 2E fn Q a �E Q HIGH PRESSURE SODIUM 70HPS ED-17 Clear Medium Base (SAR only) 70 S-62 24000 6300 120 0.81 1.45 0.75 1.45 208 0.47 0.85 0.45 0.85 240 0.40 0.75 0.37 0.75 277 0.35 0.65 0.35 0.65 347 0.30 0.55 0.30 0.55 100HPS ED-17 Clear Medium Base (SAR only) 100 S-54 24000 9500 120 115 2.20 1.30 2.20 208 0.67 1.25 0.75 1.25 240 0.58 1.10 0.65 1.10 277 0.50 0.85 0.60 0.85 347 0.39 0.70 0.45 0.70 150HPS E-231/2 Clear Mogul Base (AR only) ED-17 Clear Medium Base (SAR only) 150 S-55 24000 16000 120 1.65 2.80 2.00 2.80 208 0.95 1.60 1.15 1.60 240 0.83 1.40 1.00 1.40 277 0.72 1.25 0.85 1.25 347 0.56 0.92 0.52 0.92 480 0.42 0.70 0.50 0.70 250HPS E-18 Clear Mogul Base (AR only) 250 S-50 24000 29000 120 2.50 1.70 1.65 2.50 208 1.50 1.00 0.95 1.50 240 1.30 0.85 0.80 1.30 277 1.10 0.75 0.70 1.10 347 0.93 0.70 0.60 0.93 480 0.63 0.45 0.40 0.63 400HPS E-18 Clear Mogul Base (AR only) 400 S-51 24000 51000 120 3.80 2.00 3.30 3.80 208 2.20 1.20 1.80 2.20 240 1.90 0.95 1.50 1.90 277 1.70 0.85 1.40 1.70 347 1.32 0.70 1.00 1.32 480 0.97 0.55 0.75 0.97 METAL HALIDE 70MH ED-17 Clear Medium Base (SAR only) 70 M-98 15000 5376 120 .85 1.90 .55 1.90 208 .49 1.00 .30 1.00 240 .42 .90 .25 .90 277 .37 .80 .25 .80 347 .30 .65 .20 .65 10OMH ED-17 Clear Medium Base (SAR only) 100 M-90 15000 8640 120 1.15 2.60 1.15 2.60 208 0.66 1.50 0.66 1.50 240 0.58 1.30 0.58 1.30 277 0.50 1.15 6.50 1.15 347 0.40 1.00 0.40 1.00 150MH ED-17 Clear Medium Base (SAR only) 150 M-102 15000 14400 120 1.60 3.65 0.95 3.65 208 0.90 2.10 0.55 2.10 240 0.80 1.80 0.50 1.80 277 0.70 1.58 0.42 1.58 347 0.55 1.25 0.65 1.25 175MH esr n rr. nn i+�__- OI-28 VI GY-LO 6rICil1 Mogul Base (AR only) ED-17 Clear Medium Base (SAR only) Ito IVI-O/ I0000H 14400fl 120 1.80 1.80 1.30 1.80 4U0 I.U4 nn I.U-f c a nn 240 0.90 0.90 0.65 0.90 277 0.80 0.80 0.55 0.80 347 0.65 0.65 0.50 0.65 480 0.45 0.45 0.35 0.45 250MH BT-28 or ED-28 Clear Mogul Base (AR only) 250 M-58 10000 23000 120 2.60 2.60 1.00 2.60 208 1.50 1.50 060 1.50 240 1.30 1.30 0.50 1.30 277 1.10 1.10 045 1.10 347 0.90 0.75 080 0.90 480 0.65 0.65 0.30 0.65 1 20 K§M LIGHTING t KRS Round Steel Non -tapered Poles General Specifications 0* KRS Base and Base Cover Specifications Base Cover` Plan View O \ \450 Longitudinal reference line. -- Bolt Circle Orient parallel Diameter to curb or walkway Conduit Opening Presswood Template Leveling Nut Base Cover and Washer Anchor Bolt Projection I Base Detail Grout must be packed under pole base to insure full contact with footing and prevent G u loosening of leveling nuts. Concrete footing Provide a channel through the grout for to be designed drainage from the pole interior. by others. Application: AR, CC, EKG, ET, MX, STL, Type 5, VL STL with TS, TD or TR STRUCTURAL OPTIONS SAR, SET, STS STS with TS, TD or TR STRUCTURAL OPTIONS NS Pole Construction: One piece non -tapered round shaft of low carbon steel (ASTM-A500 Grade B, 42,000 PSI min. yield) with one flush -welded vertical seam. Shaft is welded to a flat steel anchor base (ASTM-36, 36,000 PSI min. yield). Base Cover: Base has a two piece cast aluminum full cover of 319 alloy, secured by stainless steel screws. Optional anchor bolt covers available (See pages 11 - 15). Pole Cap: A flush -sided cast aluminum pole cap is provided for side arm mounted luminaires. A rounded cast aluminum pole cap is provided for twin mounted luminaires (NS only). Handhole: 18" up from base, with a gasketed cover and ground lug. 2" x 4' handhole provided on poles up to 16'. Reinforced 3" x 6" handhole provided on poles 20' and taller. Anchor Bolts: Four fully galvanized anchor bolts provided (ASTM- 36, 36,000 PSI min. yield), complete with eight galvanized nuts, eight galvanized flat washers, and a presswood template. Strength: Poles will withstand wind loads as listed in chart (See pages 11 -15) when luminaires are mounted per fixture installation instructions. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness. 5 stage steel pretreatment to include phosphoric acid etch, followed by iron phosphate bath and chromate sealer for corrosion resistance. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, and White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. CAUTION: Installation of poles without luminaire(s) will compromise pole strength. Any accessories attached to pole, or other modifications will compromise pole strength and may result in pole failure. Maintenance: A regularly scheduled maintenance program must be established to insure the protective paint coating is intact, corrosion or structural damage has not occurred, and anchor bolt nuts are tight. Failure to do so could lead to pole collapse and serious personal injury. Page 11 Page 12 Page 13 Page 14 Page 15 z 10 KIM LIGHTING C0' Super -Temp Wire and Cable, Inc. April 6, 2006 133 Elm Street Winooski, Vermont 05404 Summer Ice Joint Venture c/o Neagley 113 Heritage Lane Shelburne, Vermont 05482 Dear Mr. Kenny, As part of the purchase of Lot #6 in Meadowland Business Park we grant you the following allocations from the master allocations granted to the park during the permitting process. These allocations shall become valid upon completion of the sale and are use specific. Should the use of the building change Summer Ice Joint Venture reserves the right to provide additional allocations or to return unneeded allocations to the partners master allocations list. ■ Sewer allocation of 600 GPD of the 51,272 GPD allocation ■ Water allocation of 675 GPD of the 48,468 GPD allocation ■ 30 parking spaces of the 1819 approved ■ Peak hour traffic flow of 20 ■ 105 TPD of 6773 allowed Should you have further questions please contact the undersigned. Sincerely, Mark R. Neagley, General P r Summer Ice Joint Venture 802-658-6320 xl 18 mneagley@neagleychase.com Supertemp Facility South Burlington, Vermont Cost Estimate for Planting Michael Lawrence Assoc. Landscape Architects Essex Junction, Vermont April 18, 2006 SCIENTIFIC NAME SIZE UNIT QUAN SUB TOTAL EVERGREEN TREES Picea abies A 4-5 ft. $ 150.00 10 $ 1,500.00 Picea abies B 5-6 ft. $ 180.00 11 $ 1,980.00 Picea abies C 6-7 ft. $ 220.00 7 $ 1,540.00 Picea glauca A 4-5 ft. $ 150.00 9 $ 1,350.00 Picea glauca B 5-6 ft. $ 180.00 7 $ 1,260.00 Picea glauca C 6-7 ft. $ 220.00 5 $ 1,100.00 Picea glauca 'Densata' 6-7 ft. $ 220.00 6 $ 1,320.00 Picea pungens 'Fat Albert' 5-6 ft. $ 300.00 12 $ 3,600.00 Thuja occidentalis 'Nigra' 6-7 ft. $ 160.00 14 $ 2,240.00 DECIDUOUS TREES Acer x freemanii 'Morgan' 2-2.5 in. $ 450.00 8 $ 3,600.00 Acer rubrum 'Northfire' 2-2.5 in. $ 450.00 6 $ 2,700.00 Acer rubrum 'Northwood' 2-2.5 in. $ 450.00 8 $ 3,600.00 Betula nigra'Heritage' 8-10 ft. $ 300.00 4 $ 1,200.00 FLOWERING TREES Amelenchier canadensis 5-6 ft. $ 240.00 1 $ 240.00 Magnolia stellata 5-6 ft. $ 300.00 6 $ 1,800.00 PLANTING TOTAL $ 29,030.00 CIVIL EN Irl! It"URI Ir A���OCIArs�, INC, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 December 27, 2006 Mr. Douglas S. Brent, City of South Burlington Fire Chief South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 Re: Super -Temp Wire & Cable Life Safety Issues Meadowland Business Park, South Burlington Dear Chief Brent: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com In accordance with your request of the Planning & Zoning Office, please find attached a copy of the site plan and building elevations for the proposed Super -Temp Wire & Cable Manufacturing Facility to be located on Lot 6, 104 Bowdoin Street, within the Meadowland Industrial Park. We would appreciate your review of the proposed site layout as part of the local approval process. If you should have any questions, please feel free to contact me at 985-2323. I 10�_ . _ • _ , - - David S. Marshall, P.E. Project Engineer \dsm Enclosures Site Plan Site Landscaping Plan Site Utility Plan Building Elevations cc: P. Kenny (no/ enclosures) Cathyann LaRose (no enclosures) CEA File 06113.00 (w/ enclosures) CA1 Let\06113\FireChiefBrent2.wpd 6LP(- �e1) -k_ SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD Minutes JULY 24, 2007 2. Minutes of 10 July 2007: It was noted that on p. 3, Stipulation #11, the working should read "provide appropriate mitigation." On the last line of the same page, the word "decision" should read" decisions." Ms. Quimby moved to approve the Minutes of 10 July 2007 as amended. Mr. Farley seconded. Motion passed unanimously. 9AApplication ublic Hearing: Preliminary Plat Application #SD-07-39 and Final Plat #SD-07-40 of Super -Temp Realty Co, LLC, for re -approval of a 35,000 sq. ft. light manufacturing building, 104 Bowdoin Street: Mr. Marshall reviewed other projects in this development. He noted that after the original approval was granted, the applicant decided to review the plan and did not get a building permit within the required timeframe. The new plan is slightly revised with the following changes: a. there is an additional loading dock in the southwest corner b. an at -grade access has been added on the east side (this will improve emergency access) c. an employee patio has been added on the north side. d. a transformer has been put in the southwest corner of the building and will be screened. The applicant plans to improve the appearance of the building by breaking up the mass with use of color (green). Mr. Plumeau asked about truck traffic. Mr. Miller said they probably have a truck a day which may be as large as 53 feet. There are some Fed Ex trucks, especially at the end of the month when the business ships its products. Mr. Plumeau asked if there will be any night deliveries or pickups. Mr. Miller said the latest would be between 8 and 10 p.m. on a Tuesday night. Ms. Quimby moved to approve Preliminary Plat Application #SD-07-39 and Final Plat Application #SD-07-40 of Super -Temp Realty Co, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 4. Public Hearing: Appeal #AO-07-03 of Summit Hospitality appealing the decision of the Administrative Officer for issuing Notice of Violation #NV-07- 07, 462 Shelburne Rd. and 25 Hadley Rd: -2- 1 1 SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 August 22, 2007 Dave Marshall Civil Engineering Associates PO Box 482 Shelburne, VT 05482 Re: Minutes - Super -Temp Dear Mr. Marshall: For your records, enclosed is a copy of the approved July 24, 2007 Development Review Board meeting minutes. If you have any questions, feel free to contact me. S Betsy VcDonough Planning & Zoning Ass Encl. SIN/l L EI Irll IEEAII IG ,,\S� JC1"AtE1 . lI IC� 928 Falls Road P.O. Box 485 Shelburne, VT 05482 July 24, 2007 Ms. Cathyann LaRose, Assistant Planner City of South Burlington Planning & Zoning Office 575 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: Super -Temp Wire & Cable Manufacturing Facility Meadowland Business Park, 104 Bowdoin Street PUD Preliminary Plat & Final Plat Amendment Application Traffic Study Dear Ms. LaRose: Please find attached a copy of the traffic study developed for the Logic Supply project located on Lot 10 of the Meadowland Business Park. This study included the traffic generation from the originally permitted Super - Temp project located on Lot 6. The findings of the study indicate that a traffic light is not warranted at this time. We believe that this submittal addresses the requirements outlined in Condition 5 of the Staff Report for the Super -Temp project. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosure: Logic Supply Traffic Report cc: P. Kenny (w/ enclosures), David Slade (w/enclosures) CA1Lefl061131LaRosePre1im5.wpd CIN/I L ]RE! Iris I to'EA I iN I AS,,0rIAfE", 11 IC, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 September 25, 2006 Mr. Peter Keibel, District Coordinator District Environmental Commission #4 111 West Street Essex Junction, Vermont 05452 Re: Traffic Study Update -Master Plan Permit 4C1005 Logic Supply Land Use Permit Application Meadowland Business Park, South Burlington, VT Dear Mr. Keibel: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mailCa)cea-vt.com The Meadowland Business Park received a Master Plan Land Use Permit approval in 1998. This approval included positive findings for the project and found that it would generate the following traffic volumes: AADT = 6,152 VTE's AM Peak Hour = 830 VTE's PM Peak Hour = 673 VTE's Background - The Traffic study indicated that a traffic signal at the intersection of Meadowland Drive and Route 116 would be required once 20% of the projected Meadowland Business Park traffic volumes were reached. The Vermont Agency of Transportation (VAOT) must approve the need for, and installation of, the traffic signal on Route 116. In reviewing the traffic study completed at that time, the Vermont Agency of Transportation recommended, and the District Commission conditioned, that the traffic study be updated each time a lot is proposed for development to allow the VAOT to make a better educated decision on the need for a traffic signal at this intersection. Recent History - At this time there is only one occupied building within the Meadowland Business Park which is the ABC office building located on Lot 4. Two additional projects received Act 250 approvals this year with the following traffic generation characteristics: AM PM Description Permit Peak Hr Peak Hr AADT ABC Office Building 4C1005-2 102 102 400 The Rock Church 4C1005-4 15 15 70 O'Brien Bros. Bus. Condo 4C1005-5 53 55 389 Pending applications include: Super -Temp Wire & Cable 4C1005-6 20 20 105 Mr. Peter Keibel Page 2 of 4 September 25, 2006 Traffic Volumes The background traffic volumes utilized in this report are based upon the most recent traffic study update dated May, 2006 as prepared by Lamoureux & Dickenson for the development of Lot 2 at the Meadowland Business Park This study utilizes recent intersection counts of the traffic volumes generated by Lot 4 and the nearby Lane Press and Dynapower buildings that utilize the Meadowland Drive intersection with Route 116. Traffic volumes on Route 116 were from seasonally adjusted VAOT counter information. The reported build and no -build level of service (LOS) and associated average delay is outlined below. The build values will be used as background volumes for this report. Intersection Approach Movement Hinesburg Road/Meadowland Dr. Hinesburg Road - SB LT Meadowland Drive- WB LT Meadowland Drive- WB RT Intersection Approach Movement Hinesburg Road/Meadowland Dr. Hinesburg Road - SB LT Meadowland Drive- WB LT Meadowland Drive- WB RT 2006 AM (DHV) No Build (Background) A (10) C (23) B (14) Build (With Project) A (10) D (27) B (14) 2006 PM (DHV) No Build (Background) A (8) C (16) B (11) Build (With Project) A (8) C (17) B (11) The results of the above traffic generation were utilized in the analysis of whether a traffic signal was warranted based upon peak -hour and four-hour signal warrants as outlined in the Manual of Uniform Traffic Control Devices (MUTCD). Based upon the traffic volumes on Route 116, it was determined that 60 and 75 vehicles per hour (vph) respectively were required to trip the warrants. The projected AM and PM left hand turning movements were estimated to be 11 and 32 vph for the DHV, well below the warrant requirements. Projected Traffic - The projected traffic generation from the proposed Logic Supply light manufacturing facility is based upon trip generation values published by the C Mr. Peter Keibel Page 3 of 4 September 25, 2006 Institute for Transportation Engineers (ITE). Based upon a 30,000 SF facility, the anticipated traffic generation would be as follows: AM PM Description Access Peak Hr Peak Hr AADT Logic Supply Enter 20 4 58 Exit 3 19 58 Total 23 23 116 Traffic volumes from Logic Supply and Super -Temp were directionally split as follows: Northbound Southbound AM Peak Hour - In (38) 20% 80% AM Peak Hour - Exit (5) 80% 20% PM Peak Hour - In (6) 15% 85% PM Peak Hour - Exit (37) 85% 15% Total estimated DHV traffic volumes for all of the approaches are outlined below. 2006 Build AM DHV North Bound Route 116 620 > - — 155 South Bound Route 116 45 -y 216 i i r 223 12 97 Meadowland Drive 2006 Build PM DHV North Bound Route 116 220 — 8 — 496 South Bound Route 116 �- 56 4 r 58 38 234 Meadowland Drive Mr. Peter Keibel Page 4 of 4 September 25, 2006 The resulting estimated level of service (LOS) and associated average delay is outlined below: Intersection Approach Movement Hinesburg Road/Meadowland Dr. Hinesburg Road - SB LT Meadowland Drive- WB LT Meadowland Drive- WB RT Intersection Approach Movement Hinesburg Road/Meadowland Dr. Hinesburg Road - SB LT Meadowland Drive- WB LT Meadowland Drive- WB RT 2006 AM (DHV) No Build (Background) A (10) D (27) B (14) 2006 PM (DHV) No Build (Background) A (8) C (17) B (11) Build (With Project) A (10) D (30) B (14) Build (With Project) A (8) C (18) B (11) With the small amount of additional turning movements added from the two light manufacturing uses, the warrant analysis still falls well below the previously outlined warrant trip values. Therefore it is not recommended that a traffic signal be installed at this time. Summary Based upon the above information, the inclusion of the traffic from the Logic Supply and Super -Temp light manufacturing facilities at the Meadowland Business Park will not adversely impact traffic operations in the area and will not trigger the warrants for the installation of a traffic signal at the intersection of Meadowland Business park. This completes our summary of the proposed traffic conditions at the Meadowland Business Park and the Meadowland Drive intersection with Route 116. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm cc: M. Neagley, S. Morton, L. Groeneveld , CEA File 06192 CAI Let\06192\TrafficStudy.wpd CIA L U! IGII EE'RIl IG AJ`J JrAAktES. INC., 928 Falls Road P.O. Box 485 Shelburne, VT 05482 July 25, 2007 Mr. Craig Lambert, City Arborist South Burlington Dept. Of Public Works 500 Patchen Road South Burlington, Vermont 05403 Re: Super -Temp Wire & Cable Lot 6 Meadowland Business Park Response to Review Comments Dear Mr. Lambert: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com The Super -Temp Wire & Cable site plan was re -approved by the Development Review Board on July 24, 2007. A condition of approval is that the Landscaping plans be revised to address your original May 19, 2006 comments prior to filing the mylars in the Land Records. The attached plan has been revised to specifically address your review comment. We have included a copy of your original comment letter to the Planning Staff and a copy of the originally submitted plan for reference. We would like to request that you review the revised plan for compliance with your recommendations. Ray Belair will be requesting your input on whether these revisions address the issues raised in your review comments. Thank you for your assistance on this matter. If you should have any questions, please feel free to contact me at 985- 2323 x310. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures Sheet L-1 (new), L-1 (original) cc: R. Belair (no enclosures), D. Slade (no enclosures) PAAutoCADD Projects\2006\06113\PermittingU ambert Reply to Commentmpd I Meadowland Business Park 05/19/06 Trudell Consulting Engineers Mike Lawrence & Associates Landscape Architect Good overall plan with 2 recommendations: 1. In Tree Planting Detail change note number 1 to read that the root flare(not the top of the root ball) should be planted at or slightly above final grade 2. I'd recommend a substitute for `Northwood' Red Maple to diversify species(Maples are very common in South Burlington) and because the soils in this area of South Burlington are often slightly alkaline and Red Maples commonly suffer manganese deficiencies if soil with soil pH above 6.5 — 6.7 �Lr IerY1p-�1� CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A/. yy§ 4471(c). HEARING DATE: U� NAME MAILING ADDRESS PROJECT OF INTEREST 13 � � sv we � f�F- {dos p,�K � �, PJ�T� t�tDN—rT£�1 �C v- PE71'L'T° &L)'f'q .16,7*j' V q- a y Al% 3Rzk 1.k :.,090. -%P I- zT - 1 i 6 v 11 0RC a � G ,IT`�� Y' State of Vermont LAND USE PERMIT AMENDMENT CASE NO 4C1005-6 LAWS/REGULATIONS INVOLVED APPLICANT Super -Temp Realty Company, LLC 10 V.S.A. §§ 6001 - 6092 (Act 250) ADDRESS 133 Elm Street, P.O. Box 277 Winooski, Vermont 05404 and Summer Ice Joint Venture, LLC c/o Staige D: vis 153 Summit Street Burlington, Vermont 05401 District Environmental Commission #4 hereby issues Land Use Permit Amendment 4C1005-6, pursuant to the authority vested in it by 10 V.S.A. §§ 6001-6092. This permit amendment applies to the lands identified in Book 387, Page 439, of the land records of the City of South Burlington, Vermont, as the subject of a deed to Summer Ice Joint Venture, LLC, Co-Permittees as Grantees. This permit specifically authorizes the Permittees to construct a 35,000 s.f. manufacturing facility (30,000 s.f. to be built as Phase 1 and 5,000 s.f. to be built as Phase 2), with 26 parking spaces. The Project is located on Lot #6 of Meadowlands Industrial Park in the City of South Burlington, Vermont. The project is subject to Act 250 jurisdiction because the project is a material or substantial change to a development over which the Commission has jurisdiction and thus constitutes "development' pursuant to Act 250 Rule 2(A). Accordingly, a land use permit amendment is required pursuant to Act 250 Rule 34. The Permittees, and their assigns and successors in interest, are obligated by this permit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions: All conditions of Land Use Permit #4C1005 and amendments are in full force and effect except as amended herein. 2. By acceptance of this permit, the Permittees agree to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental and health statutes and regulations and with this permit. The project shall be completed, operated and maintained in accordance with the plans and exhibits on file with the District Environmental Commission and the conditions of this permit. 4. The approved plans are: Sheet SP 1 - "Subdivision Plat," dated April 23, 1996, last revision October 4, 1996; Sheet C1.0 - "Site Location Plan," dated April, 2006; Sheet C2.0 - "Site Improvements Plan," dated March, 2006; Sheet C2.1 - "Proposed Building Elevation Views," dated April, 2006; Sheet C3.0 - "Site Grading and Drainage Plan," dated April, 2006; Land Use Permit #4C1005-6 Page 2 of 5 Sheet C4.0 - "Site Utility Plan," dated April, 2006; Sheet C5.0 - "Site Lighting Plan," dated April, 2006; Sheet C6.0 - "Site Details," dated April, 2006; Sheet C6.1 - "Utility Details," dated April, 2006; Sheet C7.0 - "EPSC Site Plan," dated April, 2006; Sheet C7.1 - `EPSC Narrative," dated April, 2006; Sheet C7.2 - "EPSC Specifications," dated April, 2006; Sheet C7.3 - "EPSC Details," dated April, 2006; Sheet C7.4 - `EPSC Details," dated April, 2006; Sheet C8.0 - "Specifications," dated April, 2006; Sheet C8.1 - "Specifications," dated April, 2006; Sheet C8.2 - "Specifications," dated April, 2006; Sheet C8.3 - "Specifications," dated April, 2006; Sheet L1 - "Landscape Plan & Specifications," dated April, 2006; and Sheet A-1 - "East & South Elevations," dated April 18, 2006. A copy of this permit and approved plans shall be on the site at all times throughout the construction process. 6. No changes shall be made in the design or use of this project without the written approval of the District Coordinator or the Commission, whichever is appropriate under the Environmental Board Rules. Pursuant to Act 250 Rule 51(G), the permit application and material representations relied upon during the review and issuance of this permit by the District Commission shall provide the basis for determining future substantial and material changes to the approved project and for initiating enforcement actions. 8. The District Environmental Commission maintains continuing jurisdiction during the lifetime of the permit and may periodically require that the permit holder fife an affidavit certifying that the project is being completed, operated and maintained in accordance with the terms of the permit, as provided by 10 V.S.A. §§ 6001-6092 and the Act 250 Rules. By acceptance of the conditions of this permit without appeal, the Permittees confirm and agree that the conditions of this permit shall run with the land and the land uses herein permitted, and will be binding upon and enforceable against the Permittees and all assigns and successors in interest. 10. The project is approved for the following maximum impacts: 26 - vehicle parking spaces (1,460 vehicle parking spaces remaining in Park allocation); 600 - gallons per day of wastewater; 675 - gallons per day of water; 105 - vehicle trips per day (6,203 daily vehicle trips remaining in Park allocation); 20 - AM peak hour vehicle trips (640 AM peak hour trips remaining in Park allocation); and 20 - PM peak hour vehicle trips (483 PM peak hour trips remaining in Park allocation). 11. This permit hereby incorporates all of the conditions of the following Agency of Natural Resources Permits: • Wastewater System and Potable Water Supply Permit #WW-4-2659 issued on August 11, 2006 by the Wastewater Management Division; Land Use Permit #4C1005-6 Page 3 of 5 • Individual Discharge Permit #4319-INDC (NPDES Number: VTS000049) issued on September 19, 2006 by the Water Quality Division; and • Air Pollution Control Permit Amendment #AOP-06-28 issued on September 18, 2006 by the Air Pollution Control Division Any subsequent nonmaterial changes to these permits shall be automatically incorporated herein upon issuance by the Agency of Natural Resources. Subsequent amendments involving material changes to the Act 250 permit shall not be constructed prior to review and approval of the District Coordinator or the District Commission under applicable Act 250 Rules. 12. The Permittees shall apply and maintain calcium chloride and/or water on all roadways or disturbed areas within the project during construction and until pavement and/or vegetation is fully established to control dust. 13. The building approved herein is not approved for the on -site disposal of any process wastes. The Permittees shall apply and receive amended approval from the District Commission for any change in the use of the buildings which involves the storage or handling of any regulated substances or the generation of hazardous wastes. 14. The Permittees and all subsequent owners or lessees shall install and maintain only low -flow plumbing fixtures in any buildings. Any failed water conservation measures shall be promptly replaced with products of equal or better performance. 15. The Permittees shall comply with Exhibits #6 and #32 - #36 (Schedule B; and EPSC Plans) for erosion control. The Permittees shall prevent the transport of any sediment beyond that area necessary for construction approved herein. All erosion control devices shall be periodically cleaned, replaced and maintained until vegetation is permanently established on all slopes and disturbed areas. The Commission reserves the right to schedule hearings and site inspections to review erosion control and to evaluate and impose additional conditions with respect to erosion control as it deems necessary. 16. All mulch, hay bales, siltation dams, water bars and other temporary devices shall be installed immediately upon grading and shall be maintained until all roads are permanently surfaced and all permanent vegetation is established on all slopes and disturbed areas. Hay bales shall be incorporated four inches into the soil and equipped with filter fence on the upstream side, butted together and all joints filled with loose hay. Topsoil stockpiles shall have the exposed earth completely mulched and have siltation checks around the base. 17. Grading shall be phased so that all exposed earth is mulched and water bars are in place at the end of each construction day. 18. All disturbed areas of the site shall be stabilized, seeded and mulched immediately upon completion of final grading. All disturbed areas not involved in winter construction shall be mulched and seeded before October 1. Between the periods of October 1 to April 15, all earth disturbing work shall conform with the "Winter Construction" standards and specifications of the Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites (2003). 19. Prior to construction of the approved work, the Permittees shall complete the following: a) construction limits shall be clearly delineated with flagging or snowfencing; b) diversion ditches shall be placed on the uphill limits of the construction area; and c) temporary siltation controls I Land Use Pennit #4C1005-6 Page 4 of 5 shall be placed on the downhill limits of the construction. Immediately following the above, the permanent drainage system and/or roads shall be installed after which normal construction can begin. 20. To the greatest extent practicable, construction debris, including asphalt, concrete, brick, stone, scrap metal, carpet, clean wood and paper products, glass and most plastics, shall be recycled in, accordance with the recommendations set forth in the Vermont Construction Site Reuse and Recycling Directory published in April, 1998 by the Agency of Natural Resources. 21. A copy of the approved erosion control plan shall be on the site at all times during construction. 22. In addition to conformance with all erosion control conditions, the Permittees shall not cause, permit or allow the discharge of waste material into any surface waters. Compliance with the requirements of this condition does not absolve the Permittees from compliance with 10 V.S.A. §§ 1250-1284, Vermont's Water Pollution Control Law. 23. All stumps shall be disposed of on -site above the seasonal high water table or at a State approved . landfill so as to prevent groundwater pollution. 24. The Permittees and all assigns and successors in interest shall continually maintain the landscaping as approved in Exhibit #41 (Landscape Plan & Specifications) by replacing any dead or diseased plantings within the season or as soon as possible after the ground thaws, whichever is sooner. 25. The installation of exterior light fixtures is limited to those approved in Exhibit #6, #15 and# 29 (Schedule B; Letter re: lighting cut sheets and Lighting Plan), and shall be mounted no higher than 25 feet above grade level. All exterior lighting shall be installed or shielded in such a manner as to conceal light sources and reflector surfaces from view beyond the perimeter of the area to be illuminated. 26. The installation of exterior signage is limited to that approved in Exhibits #6 and #47 (Schedule B; and Sign Typical). The Permittees shall not erect additional exterior signage without first obtaining approval from the District Commission. Signage includes banners, flags, and other advertising displays, excepting temporary real estate marketing signs. 27. No floor drains shall be constructed which discharge underground on -site unless an Underground Injection Control Program permit has been obtained. 28. Energy design and construction shall comply with the 2001 Vermont Guidelines for Energy Efficient Commercial Construction and shall further include custom energy measures referenced in interagency comments by the Department of Public Service if found cost-effective on a life - cycle -cost basis. Any design or equipment features that do not comply with the 2001 Vermont Guidelines, or any custom measures not installed, shall be brought promptly to the attention of the Department of Public Service for comment, and to the District Commission for approval, prior to construction. Exhibit #43 (ANR Entry of Appearance, dated June 27, 2006). 29. The installation and/or use of electric resistance space heat is specifically prohibited without the prior written approval of the District Environmental Commission. Land Use Pemut #4C1005-6 Page 5 of 5 30. At the completion of the project, and prior to the occupancy of the building, the Permittees shall certify by affidavit that the site improvements have been constructed in accordance with this permit pursuant to Act 250 Rule 32(A). 31. Each prospective purchaser of any lots shall be shown a copy of the approved plot plan, Wastewater System and Potable Water Supply Permit and the Land Use Permit Amendment before any written contract of sale is executed. 32 No further subdivision, alteration, and/or development of any parcel of land approved herein shall be permitted without the written approval of the District Commission. 33. The Permittees shall reference the requirements and conditions imposed by Land Use Permit #4C1005-6 in all deeds of conveyance and leases. 34. Pursuant to 10 V.S.A. § 6090(b) this permit amendment is hereby issued for an indefinite term, as long as there is compliance with the conditions herein. Notwithstanding any other provision herein, this permit shall expire three years from the date of issuance if the Permittees have not commenced construction and made substantial progress toward completion within the three year period in accordance with 10 V.S.A. § 6091(b). 35. Failure to comply with all of the above cond' ions may be grounds for permit revocation pursuant to 10 V.S.A. § 6090(c). L Dated at Essex Junction, Vermont, this day o 2006. By: Kate Purcell, Acting Chair in this matter District #4 Environmental Commission Members participating in this decision: Gene Richards Chuck Dunham Any party may file a motion to alter with the District Commission within 15 days from the date of this decision, pursuant to Act 250 Rule 3l(A). Decisions on minor applications may be appealed only if a hearing was held by the District Commission. Please note that there are certain limitations on the right to appeal. See 10 V.S.A. § 8504(k). Any appeal of this decision may be filed with the clerk of the Environmental Court within 30 days of the date of issuance, pursuant to 10 V.S.A. Chapter 220. The appellant must attach to the Notice of Appeal the entry fee of $225.00, payable to the State of Vermont. The Notice of Appeal must include all information required by Rule 5(b)(3) of the Vermont Rules for Environmental Court Proceedings (VRECP). The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the VRECP. For further information, see the Vermont Rules for Environmental Court Proceedings, available online at www.vermonti udiciary.oriz. As of February 14, 2005, the address for the Environmental Court is: Environmental Court, 2418 Airport Road, Suite 1, Barre, VT 05641-8701. (Tel. # 802-828-1660) W:\Act250\DIST4\PROJECTS\4CIO05\4CIO05-6\4CIO05-6.pmt wpd CERTIFICATE OF SERVICE t I hereby certify on this 5" day of October, 2006, a copy of the foregoing ACT 250 LAND USE PERMIT #4C1005-6, was sent first class mail, postage prepaid to: PARTIES Super -Temp Realty Company, LLC 133 Elm Street, PO Box 277 Winooski, VT 05404 Summer Ice Joint Venture, LLC c/o Staige Davis 153 Summit Street Burlington, VT 05401 David S. Marshall, PE Civil Engineering Associates, Inc. PO Box 485, 928 Falls Road Shelburne, VT 05482 Donna Kinville, City Clerk Chair, City Council/Chair, City Planning Commission City of South Burlington - 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission 30 Kimball Avenue, Suite 206 South Burlington, VT 05403 Elizabeth Lord, Land Use Attorney ANR/103 South Main St. - Center Bldg., 3rd Floor Waterbury, VT 05671-0301 FOR YOUR INFORMATION District #4 Environmental Commission Kate Purcell, Acting Chair/Gene Richards/Chuck Dunham 111 West Street Essex Junction, VT 05452 James B. McCarthy, Engineering Services/VTrans One National Life Drive, Drawer 33 Montpelier, VT 05633 Dated at Essex Junction, Vermont, this 5`h day of October, 2006. Barbara .Cady, Dist ' Office Chief Cle W:\Act250\ADMIN\CS\4C1005-6cs.doc.bc EXHIBIT LIST FOR APPLICATION #4C1005-6 Page 1 E I DATE I E I A= Applicant X I R I N I T= Town H I E I T I 0= Opponent I I C I E I RPC = Regional Planning Commission B I E I R I ANR = Agency of Natural Resources I I I I E I AOT = Agency of Transportation T I V I D I DPS = Department of Public Services E I I M = Municipality D I I DHP = Division for Historic Preservation wMD = wastewater Management Division N I I B I L= Landowner 0.1 l Y I 1 I I Nature of Exhibit and Date Entered 1 6/6/05 A 2 3 „ 4 5 6 „ 7 11 8 11 „ 9 11 „ 10 11 " 11 It" 12 " 13 " 14 " Cover Letter by David Marshall, Civil Engineering (6/5/06) Act 250 Land Use Permit Application Schedule A - Fee Information Schedule E - Adjoining Landowners Schedule F - Certificate of Service Schedule B - Act 250 Narrative Letter by D. Marshall to J. Hollingsworth, Air Pollution_ Control Division re Air (5/12/06) Letter by Mark Neagley, Summer Ice to Super -Temp re Allocations (4/6/06) Letter by D. Marshall to E. Christianson, WWMD re Wastewater Application (4/7/06) Discharge Permit No. 1-1269 Issued 12/30/96 Letter by Christy Witters, Water Quality Division re Stormwater Discharge Permit #1-1269 (5/26/06) Construction Site Waste Reduction Plan (4/19/06) Municipal Impact Questionnaire Photographs W:\Act250\ADMIN\EXHIBI'I\4C 1005-6ex.wpd. cc EXHIBIT LIST FOR APPLICATION #4C1005-6 Page 2 15 it Letter by Donna Leban, Light, Space, Design re Lighting Cut Sheets (4/28/06) 16 ItAbility to Serve Letter by Vermont Gas (4/21/06) 17 It " Ability to Serve Letter by GMPC (5/4/06) 18 11 11Ability to Serve Letter by Verizon (4/24/06) 19 ItLetter by D. Marshall to Adelphia re Ability to Serve (4/19/06) 20 " South Burlington Comprehensive Plan - Adopted 4/16/01 21 992001 Regional Plan Future Land Use Map 22 6/7/06 Letter by D. Marshall re Plans (6/7/06) 23 6/6/06 Plat: Subdivision Plat Sht. SP1 (Rev. 10/4/96) 24 itPlan: Site Location Plan Drw. No. C1.0 (4/06) 25 Plan: Site Improvements Plan Drw. No. C2.0 (3/06) 26 Plan: Proposed Building Elevation Views Drw. No. C2.1 (4/06) 27 Plan: Site Grading & Drainage Plan Drw. No. C3.0 (4/06) 28 Plan: Site Utility Plan Drw. No. C4.0 (4/06) 29 Plan: Site Lighting Plan Drw. No. C5.0 (4/06) 30 it 11Plan: Site Details Drw. No. C6.0 (4/06) 31 " , Plan: Utility Details Drw. No. C6.1 (4/06) 32 Plan: EPSC Site Plan Drw. No. C7.0 (4/06) 33 it Plan: EPSC Narrative Drw. No. C7.1 (4/06) 34 ittyPlan: EPSC Specs Drw. No. C7.2 (4/06) 35 Is 11 Plan: EPSC Details Drw. No. C7.3 (4/06) 36 is Plan: EPSC Details Drw. No. C7.4 (4/06) 37 It 11 Plan: Specs Drw. No. C8.0 (4/06) 38 11 91Plan: Specs Drw. No. C8.1 (4/06) W: Wct250\ADMIN\EXHIBITI4C 1005-6ex.wpd.cc EXHIBIT LIST FOR APPLICATION #4C1005-6 Page 3 39 it itPlan: Specs Drw. No. C8.2 (4/06) 40 It " Plan: Specs Drw. No. C8.3 (4/06) 41 Plan: Landscape Plan & Specs. Drw. No. L1 (4/06) 42 Plan: East & South Elevations Drw. No. A-1 (Rev. 3/15/06) 43 6/30/06 Entry of Appearance by Julie Moore, P.E. ANR Regulatory Management Division (June 27, 2006) 44 7/11/06 Request for CUD Administrative Amendment (July 5, 2006) 45 8/14/06 Wastewater System and Potable Water Supply Permit WW-4-2659 (August 11, 2006) 46 9/26/06 Letter from David Marshall (September 26, 2006) 47 1.Sign Typical 48 ItLetter from Alan Quackenbush, ANR State Wetlands Coordiantor, re CUD 2001-398 (August 21, 2006) 49 1.Construction Individual Discharge Permit 4319-INDC (September 19, 2006) 50 Air Pollution Control Permit AOP-06--28 (September 18, 2006) WAAct250\P DMIN\EXHIBIT\4C1005-6ex.wpd.cc Vermont Agency of Natural Resources Department of Environmental Conservation PUBLIC NOTICE OF APPLICATION RECEIVED FOR SUPERTEMP REALTY LLC, WIRE & CABLE MANUFACTURING FACILITY VTS000049 4319-INDC The Water Quality Division of the Vermont Department of Environmental Conservation (the Department) has received an application for a permit to discharge stormwater runoff from construction sites related to the development of a wire and cable manufacturing facility and associated site improvements at the Meadowlands Business Park. The applicant is Supertemp Realty, LLC. The application was originally received on June 16, 2006. The project would discharge sediment and other construction -related pollutants to Potash Brook. The Department's tentative determination is to issue an individual discharge permit with conditions to control, prevent, and mitigate impacts on water quality. Written comments will be accepted at the address below until the close of the public comment period on September 18, 2006. All comments must be received by the Department no later than 4:30 p.m. on that date. A public hearing will be held if there is significant public interest. Interested persons should contact the Water Quality Division at (802) 241-3770 to either request a hearing or to be contacted in the event one is to be held. For information on the application, access to related documents, including the permit fact sheet and the draft permit, or a copy of the Water Quality Standards, interested persons should contact: Vermont Agency of Natural Resources Department of Environmental Conservation Water Quality Division 103 South Main Street, 10 North Waterbury, VT 05671-0408 Telephone: 802-241-3770 A copy of the draft discharge permit is available at this time. The draft permit, fact sheet, and notice will be available within the next five days at the Water Quality Division website: hgp://www.anr.state.vt.us/dec/waterq/wqdhome.htm. VJ Aw" 4\1\,L Wallace McLean, for Jeffrey Wennberg, Commissioner Department of Environmental Conservation August 17, 2006 The Vermont Department of Environmental Conservation is an equal opportunity agency and offers all persons the benefits of participating in each of its programs and competing in all areas of employment regardless of race, color, religion, sex, national origin, age, disability, or other nonmerit factors. State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005 Chapter 21, Water Supply Rules, Effective April 25, 2005 Case Number: WW-4-2659 PIN: EJ96-0381.03 Landowner: Summer Ice Joint Venture, Inc. 53 Summit Street Burlington VT 05401 This permit affects property referenced in deeds recorded in Book 387 Page 489 of the Land Records in South Burlington, Vermont. This project, consisting of constructing a 35,000 square foot manufacturing facility with a maximum of 50 employees on Lot #6 in the Meadowland Business Park approved by Permit #EC-4-2004 served by municipal water and wastewater services located off Bowdoin Street in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. This does not constitute approval under Act 250 case number 4C1009. GENERAL 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department Public Safety, Division of Fire Safety— telephone Williston Regional Office (802) 879-2300, and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans that have been stamped "approved" by the Wastewater Management Division: Proj. No. 06113, Drawing Number C1.0 "Proposed Site Plan" dated Mar. 2006; Drawing Number C2.0 "Water/Sewer Details" dated April 2006; Drawing Number C3.0 "Site Grading and Drainage Plan" dated April 2006; Drawing Number C3.2 "Specifications" dated April 2006; and Drawing Number C3.3 "Specifications" dated April 2006 prepared by Civil Engineering Associates, Inc. The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 4. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The pennittee shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. R Wastewater System and Potable Water Supply Permit WW-4-2659 Summer Ice Joint Venture, Inc. Page 2 5. This project has been reviewed and approved for a total of 50 employees during any 24 hours of operation. 6. All conditions set forth in Permit #EC-4-2004 shall remain in effect except as modified or amended herein. 7. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. A copy of the approved plans and this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local personnel. WATER SUPPLY & WASTEWATER DISPOSAL 8. No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a certification from a designer or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." 9. The project is approved for water supply by connection to the municipal water and wastewater disposal systems as depicted on the approved plans. The project is approved to obtain a maximum of 675 gallons of water and dispose of a maximum of 600 gallons of wastewater per day. The Wastewater Management Division shall allow no other method or location of obtaining potable water or disposal of wastewater without prior review and approval. Dated at Essex Junction, Vermont on August 11, 2006. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Super -Temp Wire & Cable Civil Engineering Associates, Inc. Act 250 District Environmental Commission #4 Department of Public Safety, Division of Fire Safety AGENCY OF NATO( '_ RESOURCES (ANR) AND NATURE- RESOURCES BOARD vv..",te.v t.us/dec/ead/pa/index.htm / http: w.nrb.state.vt.us/ PROJECT REVIEW SHEET THIS IS NOT A PERMIT TOTAL# OF DEC PERMITS: PRE -APPLICATION REVIEW: RESPONSE DATE: PENDING APPLICATION #: tAm -Ll , �b DISTRICT: TOWN: S'ou 6LA,� �s� PIN &)}CA-D- 5YJ • Q3 OWNER OF PROJECT SITE: APPLICANT OR REPRESENTATIVE: (Name) PAS ce- _6in .mac (Name) 77iALAC L3tr-t erg (Address) (Address) I r . (Town) (State) (Zip) o (Town) (State) (Zip) Q%-Y 5LJ . 054aq (Telephone) (Telephone) Project Name: v (p Pk*_u W)I Based on a written or oral request or information provided by �tik(I received on ���� a project was reviewed on a tract/tracts of land of 3• ;19 acres, located on 1840 Sam . The project is generally described as: Q� �o rsr.scf►-gar 35aoo SF ,w,�t,�fi c 1 I 1 �� Sp �•,�laS Prior permits from this office: rz'C-y •omy LIC)m9 PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION ® 1 hereby request a jurisdictional opinion from the District Coordi� or ssi n t Coordinator regarding the jurisdiction of 10 V.S.A. Chapter 151 (Act 250) over the project described above. ❑ LandopblMgent Permit Specialist ❑ Other Person 1. ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION, AND A WRITTEN REQUEST FROM THE ANR PERMIT SPECIALIST, THE LAN DOWNER/AGENT, OR OTHER PERSON. ANY NOTIFIED PARTY OR INTERESTED PERSON AFFECTED BY THE OUTCOME MAY REQUEST RECONSIDERATION FROM THE DISTRICT COORDINATOR (10 V.S.A. § 6007 (c) AND ACT 250 RULE 3 (C)) OR MAY APPEAL TO THE ENVIRONMENTAL COURT WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V. S.A. Chapter 220). Q 7) ** Project: ommercial ElResidential ❑ Municipal Has the landowner subdivided before? Ye ❑ No When/where: # ot f I s: AN ACT 250 PERMIT IS/REQUIRED: es []No, C ies sent to Sta ory Parties:: Yes KO—, BASIS FO D,CI ON- e�?� SIGNATUR'DATE: n C(IRDDRESS: District #' T Environmental Commission District Coordinator Telephone: 7— 02 WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED? R-yes ❑ No 54-.Wastewater System and PO ai6I6_ 5tdr Supply Permit (#1 & #j2** -[]-Notice of -Permit -Requirements (deferral language) (#2) ? Woor Drains #( 1.2) ❑ Campgrounds (#3) ❑ Extension of sewer lines U5 REGIONAL ENGINEER ASSIGNED: IL rr eSA- C kM41vw^ SIGNATURE: DATE: '18_'JZ ADDRESS: Dept. of Environmental Conservation aba.—Environment i tance Division, Permit Specialist Telephone: 802-879-5676 ❑ Wastewater Management Division, Telephone: 802-879-5656 OVER »»»»»»» **NOTE. NUMBERS IN PARENTHESES (#) REFER TO PERMIT INFORMATION SHEETS IN THE VERMONT PERMIT HANDBOOK http://Www.anr.state.vt.us/dec/permit hb/index.htm Ir S IS A PRELIMINARY, NON-BINDIN 'TERMINATION REGARDING OTHER PER WHICH YOU MAY NEED PRIOR TO COMMENCEMENT OF CO,..UCTION. PLEASE CONTACT THE DEPARTdicNTS INDICATED BELOW. 3. WASTEWATER MANAGEMENT DIVISION, ANR (802-241-3822) Contact: ❑ Discharge Permits: pretreatment; industrial, municipal (#7 1, 7_2, & 8) ❑ Indirect Discharge Permits (#9 & 9_1) ❑ Residuals Management (#10) 4. AIR POLLUTION CONTROL DIVISION, ANR (888-520-4879) Contact: ❑ Construction/modification of source (#14) ❑ Open Burning (#18) ❑ Wood Chip Burners (>90 HP) (#14) ❑ Furnace Boiler Conversion/Installation (#L4) ❑ Industrial Process Air Emissions (#L4) ❑ Diesel Engines (>450 bHP) (#14) � WATER SUPPLY DIVISION, ANR (802-241-3400) (800-823-8500 in VT) Contact: S.New Hydrants (#22) ❑ >500' waterline construction (#22) ❑ Community Water System (CWS) ❑ Bottled Water (#20) ❑ Operating permit (#21) ❑ Transient Non -Community water system (TNC) (#21) ❑ Capacity Review for Non -transient non -community water systems (NTNC) #(_21) 0 WATER QUALITY DIVISION, ANR STORMWATER PERMITS (Hotline 802-241-4320) (#6 — 6_5 ) Contact: Contact: Stephanie Lanphear 802-241-4320 ❑ River Management (241-3770) ❑ Ponds (#32 1) `,-Construction General Permits >1AC of disturbance (#6.1) ❑ Shoreland Encroachment (241-3777) Steve Hanna (#28) )R:Stormwater from new development or redevelopment sites (#6 2 & 6_3) ❑ Wetlands (241-3770) (#29) ❑ Multi -Sector General Permit (MSGP) industrial activities w/ SIC codes (#6 4) ❑ Stream Alteration / Section 401 Water Quality Certification / Stream Crossing Structures (476-2679 / 879-5631 / 786-5906) (#27 & 32) 7WASTE MANAGEMENT DIVISION, ANR Contact: ❑ Hazardous Waste Handler site ID (241-3888) (#36) ❑ Underground Storage Tanks (241-3888) (#33) ❑ Lined landfills; transfer stations, recycling facilities drop off (241-3444) (#37,39,40) ❑ Asbestos Disposal (241-3444) Disposal of inert waste, untreated wood & stumps (241-3444) (#41 & 44) ❑ Composting Facilities (241-3444) (#43) ❑ Waste oil burning (241-3888) ❑ Waste transporter permit (#35) ❑ Demolition waste 241-3477 ❑ Used septic system components/stone (#41) 8. FACILITIES ENGINEERING DIVISION, ANR Contact: ❑ Dam operations (greater than 500,000 cu. ft.) (241-3451) (#45) ❑ State -funded municipal water/sewer extensions/upgrades and Pollution Control Systems (241-3750) %ett-dF16N-R�EENTION & MERCURY DISPOSAL HOTLINE (1-800-974-9559) (#46) Contact: LESS& MUNICIPAL COMPLIANCE ASSISTANCE (1-800-974-9559) Contact Judy Mirro 41ohn Daly RECYCLING HOTLINE (1-800-932-7100) Contact: 10. FISH & WILDLIFE DEPARTMENT (802-241-3700) . Contact : ❑ Nongame & Natural Heritage Program (Threatened & Endangered Species) (#47 4) ❑ Stream Obstruction Approval (#47 5 9 DEPARTMENT OF PUBLIC SAFETY (802-479-7561) or District Office Contact: construction Permit fire prevention, electrical, plumbing, accessibility (Americans with Disabilities Act) (#49, 50, 50.1, 50.2) orage of flammable liquids, explosives ❑ LP Gas Storage ❑ Plumbing in residences served by public water/sewer with 10 or more customers (#50.2) ❑ Boilers and pressure vessels (#50 3) 12. DEPARTMENT OF HEALTH (800-439-8550 in VT) (802-863-7221) (Lab 800-660-9997) Contact: ❑ Food, lodging, bakeries, food processors #51, 51.1, 52, 53, ❑ Program for asbestos control & lead certification 054, 55, 55 1) ❑ Children's camps ❑Hot Tub Installation & Inspection — Commercial (#51 1) 13. AGENCY OF HUMAN SERVICES Contact: ❑ Child care facilities (1-800-649-2642 or 802-241-2159) (#57) ❑ Residential care homes (241-2345) (Dept. of Aging & Disabilities) (#29j ❑ Nursing Homes (241-2345) (#59) ❑ Assisted Living and Therapeutic Community Residences (241-2345) (#59) 14. AGENCY OF TRANSPORTATION ❑ Access to state highways (residential, commercial) (828-2653) (#66) ❑ Signs (Travel Information Council) (828-2651) (#63) ❑ Development within 500' of a limited access highway (828-2653) (#61 ❑ Construction within state highway right-of-way (Utilities, Grading, etc.) (828-2653) (#66) Contact: ❑ Junkyards (828-2053) (#U2 ❑ Railroad crossings (828-2710) (#64) ❑ Airports and landing strips (828-2833) (#65) ❑ Motor vehicle dealer license (828-2067) (#68) 15. DEPARTMENT OF AGRICULTURE (800-675-9873 OR 802-828-3429) Contact: ❑ Use/sale of Pesticides (828-3429) (#72, 73, 74, 75, 76, 77, 78) ❑ Slaughter houses, poultry processing (828-3429) #81 ❑ Milk Processing Facilities (828-3429) #83, 83 1, 85, 87) ❑ Animal shelters/pet merchant/livestock dealers (828-3429) #89, 89.1) ❑ Golf Courses (828-2431) (#71) Green Houses/Nurseries (828-2431)(#79) ❑ Weights and measures, Gas Pumps, Scales (828-2436) #88) ❑ Medium and Large Farm Operations (828-2431) ❑ Retail Sales/Milk/Meat/Poultry/Frozen Dessert/Class "C" Pesticides (828-3429) (#75 1, 80, 16. VERMONT ENERGY CODE ASSSISTANCE CENTER TOLL FREE 888-373-2255 ❑ VT Building Energy Standards (#47.2) 17. DIVISION FOR HISTORIC PRESERVATION (802-828-3211) ❑ Historic Buildings (#47 1 & 101) ❑ Archeological Sites (#47.1 & 101) 18. DEPARTMENT OF LIQUOR CONTROL (1-800-832-2339) ❑ Liquor Licenses (#90) ❑ General Info (1-800-642-3134) 19. SECRETARY OF STATE (1-802-828-2386) ❑ Business Registration (#90.1) El Professional Boards (1-800-439-8683) (#90.2) 20. DEPARTMENT OF TAXES (802-828-2551 & 828-5787) ❑ Income & business taxes (sales, meals/ rooms, etc) (#91, 22, 93, 94, 995, 26) 21. DEPARTMENT OF MOTOR VEHICLES (802-828-2070) ❑ Fuel Taxes; Commercial Vehicle (#69-ZO) LOCAL PERMITS (SEE YOUR TOWN CLERK, ZONING ADMINISTRATOR, PLANNING COMMISSION, OR PUBLIC WORKS) 3. U.S. ARMY CORPS OF ENGINEERS, 8 Carmichael St., Ste. 205, Essex Jct., VT 05452 (802) 872-2893 (#97, 98, & 99) 24. OTHER: Sections #3424 above have been completed by Permit Specialist Jeff McMahon Date:7ij$-(i?, I may be reached at 802-879-5676 Copies have been mailed to: Revised 6/06 SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 July 20, 2006 David Marshall Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Re: Super -Temp Wire & Cable Dear Mr. Marshall: For your records, enclosed is a copy of the approved minutes from the June 6, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy Mc onough Planning & Zoning Assistant Encl. bioz- -V��p DEVELOPMENT REVIEW BOARD 6 JUNE 2006 7. Public Hearing: Preliminary Plat Application #SD-06-30 & Final Plat Application #SD-06-31 of Super -Temp Wire & Cable, Inc., for a planned unit development consisting of a 35,000 sq. ft. manufacturing facility to be constructed in two phases, Phase I consisting of 30,000 sq. ft. and Phase II consisting of 5,000 sq. ft., 104 Bowdoin Street: Mr. Marshall showed the lot for this project. The site is restricted by a View Protection Zone, but there are no wetlands on the site. The applicant is requesting a height waiver for part of the building, but this will be within the limit imposed by the View Protection Zone. 27 parking spaces are being provided which represents a 25% waiver. There will be a limit to the number of employees. Stormwater treatment will be provided on site. Mr. Marshall showed the location of deciduous trees on the south side of the building. On the north side, there will be spruce and other evergreens for screening. Plantings will be removed from the rec path location and moved a few feet. A plan will be provided to show the new location. Mr. Dinklage noted that the FAA could override the Board's approval because of approach cone issues. Mr. Marshall said the applicant is aware of this. The motion was amended as follows: Stipulations #15 and 16 were deleted. A new Stipulation #15 was added to read: Pursuant to Section 3.07(F)(2) of the Land Development Regulations, the Board grants a five foot height waiver for a maximum height of 40 feet. Ms Quimby moved to approve Preliminary Plat Application #SD-06-30 and Final Plat Application #SD-06-31 of Super -Temp Wire & Cable, Inc., subject to the stipulations in the draft motion as amended above. Mr. Bolton seconded. Motion passed unanimously. 8. Public Hearing: Preliminary Plat Application #SD-06-33 and Final Plat Application #SD-06-34 of O'Brien Brothers Agency for a planned unit development to construct a 50,000 sq. ft. contractor or building trade facility, 472 Meadowland Drive: Mr. O'Brien identified the lot as the second one down on the right on Meadowland Drive. He then reviewed previously identified issues: 1. They have agreed to go with one access point across from the existing street. 2. The Fire Chief has requested a paved 20-foot wide lane on the far end of the building. This is now shown on the plan. -5- State of Vermont Department of Fish and Wildlife Department of Forests, Parks, and Recreation Department of Environmental Conservation State Geologist RELAY SERVICES FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD July 11, 2006 Summer Ice Joint Venture, Inc. 53 Summit Street Burlington VT 05401 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-2659, construction of a 35,000 square foot manufacturing facility with 50 employees on Lot #6 in Meadowland Business Park, 1840 Spear St., South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on July 6, 2006, including a fee of $337.50 paid by check #021528. Under the performance standards for this program, we have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Super- Temp Wire & Cable David Marshall ACT 250 NOTICE MINOR APPLICATION 10 V.S.A. §§ 6001-6092 On June 6, 2006, Super -Temp Realty Company, LLC and Summer Ice Joint Venture, LLC, filed application #4C1005-6 for a project generally described as: The construction of a 35,000 s.f. manufacturing facility (30,000 s.f. to be built as Phase 1 and 5,000 s.f. to be built as Phase 2), with 26 parking spaces. The Project is located on Lot #6 of Meadowlands Industrial Park in the City of South Burlington, Vermont. The District 4 Environmental Commission will review this application under Act 250 Rule 51 - Minor Applications. Copies of the application and proposed permit are available for review at the South Burlington Municipal Office, Chittenden County Regional Planning Commission located at 30 Kimball Avenue, South Burlington, and the office listed below. The application and proposed permit may also be viewed on the Natural Resources Board's web site (www.nrb.state.vt.us/lup) by clicking on "District Commission Cases," selecting "Entire Database," and entering the case number above. No hearing will be held unless, on or before Monday, July 3, 2006, a party notifies the District Commission of an issue or issues requiring the presentation of evidence at a hearing or the commission sets the matter for hearing on its own motion. Any hearing request shall be in writing to the address below, shall state the criteria or subcriteria at issue, why a hearing is required and what additional evidence will be presented at the hearing. Any hearing request by an adjoining property owner or other interested person must include a petition for party status. Prior to submitting a request for a hearing, please contact the district coordinator at the telephone number listed below for more information. Prior to convening a hearing, the District Commission must determine that substantive issues requiring a hearing have been raised. Findings of Fact and Conclusions of Law will not be prepared unless the Commission holds a public hearing. a hearing be held on this project and you have a disability for which you are going to need iodation, please notify us by Monday, July 3, 2006. arties entitled to participate are the Municipality, the Municipal Planning Commission, the Regional lanning Commission, adjoining property owners, other interested persons granted party status ursuant to 10 V.S.A. § 6085(c). Non-party participants may also be allowed under 10 V.S.A. § 085(c)(5). Wed in Essex Junction, Vermont, this 9 day of June, 2006. By e A Stephanie H. Monaghan Natural Resources Board District #4 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802-879-5662 E/ stephanie.monaghan@state.vt.us AAct250\DIST4\PR0JECTS\4C 1005\4C 1005-6.not.wpd This is a DRAFT permit; please submit any written comments or corrections by Monday, July 3, 2006 to: Stephanie H. Monaghan, District #4 Coordinator, 111 West Street, Essex Junction, VT 05452. A permit will NOT be issued by the District Commission until the following information is received: 1) Wastewater System and Potable Water Supply Permit issued by the ANR-DEC Wastewater Management Division 2) Sign Typical 3) Air Pollution Control Permit Amendment 4) Construction General Permit issued by the ANR-DEC;'Division of Water Quality 5) Verification of AM peak vehicle trips and PM peak vehicle trips AMENDMENT CASE NO 4C1005-6 LAWS/REGULATIONS INVOLVED APPLICANT Super -Temp Realty Company, LLC 10 V.S.A. §§ 6001 - 6092 (Act 250) ADDRESS 133 Elm Street, P.O. Box 277 Winooski, Vermont 05404 and Summer Ice Joint Venture, LLC c/o Staige Davis 153 Summit Street 13urlington,'Vermont 05401 District Environmental Commission #4 hereby issues Land Use Permit Amendment 4C 1005-6, pursuant to the authority vestedin.it by 10 V.S.A. §§ 6001-6092. This permit amendment applies to the lands identified in Book 387,-Page-439, of the land records of the City of South Burlington, Vermont, as the subject of a deed to Summer'Iee Joint Venture, LLC, Co-Permittees as Grantees. This ,permit specifically authorizes the Permittees to construct a 35,000 s.L manufacturing facility (30,000 s.f. to be built as Phase 1 and 5,000 s.f. to be built as Phase 2), with 26 parking spaces. The Project is located on Lot #6 of Meadowlands Industrial Park in the City of South Burlington, Vermont. The project is subject to Act 250 jurisdiction because the project is a material or substantial change to a development over which the Commission has jurisdiction and thus constitutes "development" pursuant to Act 250 Rule 2(A). Accordingly, a land use permit amendment is required pursuant to Act 250 Rule 34. The Permittees, and their assigns and successors in interest, are obligated by this permit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions: Land Use Perni t #4C1005-6 Page 2 All conditions of Land Use Permit #4C1005 and amendments are in full force and effect except as amended herein. 2. By acceptance of this permit, the Permittees agree to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental and health statutes and regulations and with this permit. The project shall be completed, operated and maintained in accordance with the plans and exhibits on file with the District Environmental Commission and the conditions of this permit, 4. The approved plans are: Sheet SP1 - "Subdivision Plat," dated April 23, 1996, last revision October 4, 1996; Sheet C1.0 - "Site Location Plan," dated April, 2006; Sheet C2.0 - "Site Improvements Plan," dated March, 2006; Sheet C2.1 - "Proposed Building Elevation Views," dated April, 2006; Sheet C3.0 - "Site Grading and Drainage Plan," dated April, 2006; Sheet C4.0 - "Site Utility Plan," dated April, 2006; Sheet C5.0 - "Site Lighting Plan," dated April, 2006; Sheet C6.0 - "Site Details," dated April, 2006; Sheet C6.1 - "Utility Details," dated April, 2006; Sheet C7.0 - "EPSC Site Plan, dated April, 2006; Sheet C7.1 - "EPSC Narrative," dated April, 2006; Sheet C7.2 - "EPSC Specifications," dated April, ,2006; Sheet C7.3 - "EPSC Details,," dated April, 2006; Sheet C7.4 - "EPSC 'Details," dated April,, 2006; Sheet C8.0 - "Specifications," dated April, 2006; Sheet C8.1 "Specifications," dated April, 2006; Sheet C8.2 "Specifications," dated 'April, 2006; Sheet C8.3 -'`Specifications;'' dated April, 2006; Sheet Ll - "Landscape Plan & Specifications," dated April, 2006; and Sheet A-1 - "East & South Elevations," dated April 18, 2006. A copy of this permit and approved plans shall be on the site at all times throughout the construction process. 6. No changes shall be made in the design or use of this project without the written approval of the District Coordinator or the Commission, whichever is appropriate under the Environmental Board Rules. Pursuant to Act 250 Rule 51(G), the permit application and material representations relied upon during the review and issuance of this permit by the District Commission shall provide the basis for determining future substantial and material changes to the approved project and for initiating enforcement actions. Land Use Pennit #4C1005-6 Page 3 The District Environmental Commission maintains continuing jurisdiction during the lifetime of the permit and may periodically require that the permit holder file an affidavit certifying that the project is being completed, operated and maintained in accordance with the terms of the permit, as provided by 10 V.S.A. §§ 6001-6092 and the Act 250 Rules. 9. By acceptance of the conditions of this permit without appeal, the Permittees confirm and agree that the conditions of this permit shall run with the land and the land.uses herein permitted, and will be binding upon and enforceable against the Permittees and all, assigns and successors in interest. 10. The project is approved for the following maximum impacts: 26 - vehicle parking spaces 600 - gallons per day of wastewater (Phase 1 only); 675 - gallons per day of water (Phase 1 only); 105 - vehicle trips per day; 20 - AM peak hour vehicle trips; and 20 - PM peak hour vehicle trips. 11. This permit hereby incorporates all of the conditions of'the following, Agency of Natural Resources Permits: • Wastewater System and Potable Water Supply Permit #WW-4-# issued on (date) by the Wastewater Management,Dxvision; and • Air Pollution Control Permit Amendment # issued on (date) by the Air Pollution Control Division Any subsequent nonmaterial changes to these permits shall be automatically incorporated herein upon issuance by the Agency of Natural Resources. Subsequent amendments involving material changes to the Act 250 permit shall not be constructed prior to review and approval of the District Coordinator.or the District Commission under applicable Act 250 Rules. 12. The Permittees shall apply and maintain calcium chloride and/or water on all roadways or disturbed areas within the project during construction and until pavement and/or vegetation is fully established to control dust. 13. The building approved herein is not approved for the on -site disposal of any process wastes. The Permittees shall apply and receive amended approval from the District Commission for any change in the use of the buildings which involves the storage or handling of any regulated substances or the generation of hazardous wastes. 14. The Permittees and all subsequent owners or lessees shall install and maintain only low -flow plumbing fixtures in any buildings. Any failed water conservation measures shall be promptly replaced with products of equal or better performance. 15. The Permittees shall comply with Exhibits # (Schedule B; and EPSC Plans) for erosion control. The Permittees shall prevent the transport of any sediment beyond that area necessary for R Land Use Permit #4C1005-6 Page 4 construction approved herein. All erosion control devices shall be periodically cleaned, replaced and maintained until vegetation is permanently established on all slopes and disturbed areas. The Commission reserves the right to schedule hearings and site inspections to review erosion control and to evaluate and impose additional conditions with respect to erosion control as it deems necessary. 16. All mulch, hay bales, siltation dams, water bars and other temporary devices shall be installed immediately upon grading and shall be maintained until all'roads are permanently surfaced and all permanent vegetation is established on all slopes and disturbed areas. Hay bales shall be incorporated four inches into the soil and equipped with filter fence on the upstream side, butted together and all joints filled with loose hay. Topsoil stockpiles shall have the exposed earth completely mulched and have siltation checks around"the base.' 17. Grading shall be phased so that all exposed earth is mulched and water bars are in place at the end of each construction day. 18. All disturbed areas of the site shall be stabilized, seeded and mulched'immediately upon completion of final grading. All disturbed areas not,.involved in winter construction shall be mulched and seeded before October 1. Between the periods of October 1 to April 15, all earth disturbing work shall conform with the "Winter Construction" standards and specifications of the Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites (2003). 19. Prior to construction of the approved work,,°the Permittees shall complete the following: a) construction limits shall be clearly delineated with flagging or snowfencing; b) diversion ditches shall be placed on the uphill limits of the' construction area; and c) temporary siltation controls shall be placed on the downhill limits of the construction. Immediately following the above, the permanent drainage system and/or roads shall be installed after which normal construction can begin., 20. To the greatest extent practicable, .construction debris, including asphalt, concrete, brick, stone, scrap metal; carpet, clean wood and paper products, glass and most plastics, shall be recycled in accordance with the'recgmmendations set forth in the Vermont Construction Site Reuse and Recycling Directory published in April, 1998 by the Agency of Natural Resources. 21. A copy of the approved erosion control plan shall be on the site at all times during construction. 22. In addition to conformance with all erosion control conditions, the Permittees shall not cause, permit or allow the discharge of waste material into any surface waters. Compliance with the requirements of this condition does not absolve the Permittees from compliance with 10 V.S.A. §§ 1250=1284, Vermont's Water Pollution Control Law. 23. All stumps shall be disposed of on -site above the seasonal high water table or at a State approved landfill so as to prevent groundwater pollution. 24. The Permittees and all assigns and successors in interest shall continually maintain the landscaping as approved in Exhibit # (Landscape Plan & Specifications) by replacing any dead Land Use Permit #4C1005-6 Page 5 or diseased plantings within the season or as soon as possible after the ground thaws, whichever is sooner. 25. The installation of exterior light fixtures is limited to those approved in Exhibit # (Schedule B; and Lighting Plan), and shall be mounted no higher than 25 feet above grade level. All exterior lighting shall be installed or shielded in such a manner as to conceal light sources and reflector surfaces from view beyond the perimeter of the area to be illuminated. 26. The installation of exterior signage is limited to that approved in Exhil?it',#`(Schedule B). The Permittees shall not erect additional exterior signage yMhout first obtaining appx6-val from the, District Commission. Signage includes banners, flags',` and other advertising displays; -excepting temporary real estate marketing signs. 27. No floor drains shall be constructed which discharge underground on -site unless an Underground Injection Control Program permit has been obtained., 28. Energy design and construction shall comply with -the 2001 Vermont Guidelines for Energy Efficient Commercial Construction and shalLfurther include custom energy measures referenced in interagency comments by the Department" of Public.Service if found cost-effective on a life - cycle -cost basis. Any design or equipment features'that.dQ'not comply with the 2001 Vermont Guidelines, or any custom measures not installed, shafte`birought promptly to the attention of the Department of Public Service for comment, and to the District Commission for approval, prior to construction. Exhibit #' (ANR Entry of Appearance, dated �. 29. The installation and/or use of`electric resistance space heat is specifically prohibited without the prior written approval of the.District Env'korimental Commission. 30. At the cotryletion of the project, and prior to the occupancy of the building, the Permittees shall certify by'affldavit that the' site, improvements have been constructed in accordance with this permit pursuant to Act 250 Rule 32, 31. Each ro prospective purchaser of any lots shall be shown a copy of the approved plot plan, Wastewater System nxld �'otable Water Supply Permit and the Land Use Permit Amendment before any written contract of sale is executed. 32 No further subdivision, alteration, and/or development of any parcel of land approved herein shall be permitted without the written approval of the District Commission. 33 The Permittees shall reference the requirements and conditions imposed by Land Use Permit #4C1005-6 in all deeds of conveyance and leases. 34. Pursuant to 10 V.S.A. § 6090(b) this permit amendment is hereby issued for an indefinite term, as long as there is compliance with the conditions herein. Notwithstanding any other provision herein, this permit shall expire three years from the date of issuance if the Permittees have not commenced construction and made substantial progress toward completion within the three year period in accordance with 10 V.S.A. § 6091(b). { I Land Use Permit #4C1005-6 Page 6 35. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A. § 6090(c). Dated at Essex Junction, Vermont, this day of 2006. Kate Purcell, Acting Chair in this matter District #4 Environmental Commission Members participating in this decision: Gene Richards Chuck Dunham Any party may file a motion to alter with the District Commission within 15 days from the date of this decision, pursuant to Act 250 Rule 31(A). Decisions on minor applications may be appealed only if a hearing was held by the District Commission. Please note that there are certain limitations on the right to appeal. See 10 V.S.A. § 8504(k). Any appeal of this decision may be filed with the clerk of the ,Environmental Court within 30 days of the date of issuance, pursuant to 10 V.S.A. Chapter 220. The appellant must attach 'to the Notice of Appeal the entry fee of $225.00, payable to the State of Vermont. The Notice of Appeal must include all information required by Rule 5(b)(3) of the Vermont Rules for Environmental Court Proceedings (VRECP). The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the VRECP. For further information, see the Vermont Rules for Environmental Court Proceedings, available online at www.vermontiudiciary.orc. As of February 14, 2005, the address for the Environmental Court is: Environmental Court, 2418 AirportRoad, Suite 1, Barre,'VT 05641-8701. (Tel. # 802-828-1660) W:\Act250\DIST4\PROJECTS\4C 1005\4C'1005-6.pmt.wpd ERTIFICATE OF SERVICE I hereby certify on this 9 day of June, 2006, a copy of the foregoing ACT 250 NOTICE OF MINOR APPLICATION #4C1005-6, was sent first class mail, postage prepaid to: PARTIES: Super -Temp Realty Company, LLC 133 Elm Street, PO Box 277 Winooski, VT 05404 Summer Ice Joint Venture, LLC c/o Staige Davis 153 Summit Street Burlington, VT 05401 David S. Marshall, PE Civil Engineering Associates, Inc. PO Box 485, 928 Falls Road Shelburne, VT 05482 Donna Kinville, City Clerk Chair, City Council/Chair, City Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission 30 Kimball Avenue, Suite 206 South Burlington, VT 05403 Elizabeth Lord, Land Use Attorney Agency of Natural Resources 103 South Main St. - Center Bldg., 3rd Floor Waterbury, VT 05671-0301 FOR YOUR INFORMATION District #4 Environmental Commission Kate Purcell, Acting Chair/Gene Richards/Chuck Dunham 111 West Street Essex Junction, VT 05452 NRCS, District Conservationist USDA Soils Conservation Service 1193 S. Brownell Road, Suite 35 Williston, VT 05495-7416 Tom Bushey, District Supervisor, N.R.C.D. 48 Bushey Road Shelburne, VT 05482 County Forester/Agency of Natural Resources 111 West Street / Essex Junction, VT 05452 t Page 2/COS/#4C16u5-6 I John M. Austin/ANR, Dept. of Fish & Wildlife 5 Perry Street, Suite 40 Barre, VT 05641-4266 Burlington Free Press/Classified Ad Section 191 College Street Burlington, VT 05401 John BeckerNt. Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 Green Mountain Power Corporation 163 Acorn Lane Colchester, VT 05446 Michael Russom/Vermont Gas Systems PO Box 467 Burlington, VT 05402 Division for Historic Preservation National Life Building, Drawer 20 Montpelier, VT 05620 James B. McCarthy, Engineering Services/VTrans One National Life Drive, Drawer 33 Montpelier, VT 05633 Marian White, Policy Analyst/Vt. Agency of Agriculture, Food & Markets 116 State Street, Drawer 20 Montpelier, VT 05620-2901 Dan Gaherty/Efficiency Vermont 255 South Champlain Street Burlington, VT 05401 Michael Barsotti, Water Quality Director/Champlain Water District 403 Queen City Park Road South Burlington, VT 05403 On File at District Commission Office ated at Essex Junction, Vermont, this 9 day of June, 2006. Afs:=0 C AAct250\ADMIN\CS\4C1005-6cs.doc �"ristine Commo Natural Resources Board Technician 879-5660 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 June 8, 20o6 David Marshall Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Re: Super -Temp Wire & Cable Dear Mr. Marshall: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on June 6, 20o6 (effective 6/7/o6). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 18o days (must be submitted by December 4, 2oo6) of this approval or this approval is null and void. If you have any questions, please contact me. S' cerely, Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT 7005 1820 0004 3158 0215 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working /days. 24 V.S.A. § 4471(c). HEARING DATE. VJ A40D � 10" (0 ► � NAME MAILING ADDRESS PROJECT OF INTEREST c� flu �ds-r GNU C f C 61 c ZS 'b669 - Sl9�r� Zb � O 13a x `.).) a-Z -Bw I ' L4 d UT o u3✓sh/✓s.Q/� aG���,� ► I� • / ��' Y(�� .�/� f � Y Y Vi.imSk�1/�� I y�-i7 so- . � 2� LA,. -0�� UIL�44 0-�-d CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: 6A&00 L NAME MAILING ADDRESS PROJECT OF INTEREST Ac 117 Kc? 'e-Tv, V7 os l v3 F?DIn -ie Rt",1-, 5-3F92, 'a4� � Q 104 l `tea Sa, i3a� �; g'o7.;m� Ah � 1 -rn5 0', 0�t v5'/SZ B CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE:�� NAME MAILING ADDRESS PROJECT OF INTEREST UI lei" V Co V'T- r SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 846-4io6 June 8, 20o6 Tom Chase PO Box 2283 South Burlington, VT 05407 Re: 104 Bowdoin Street Dear Mr. Chase: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough South Burlington Planning & Zoning Department SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 846-41o6 June 8, 20o6 Esther Lotz 12 W. Canal Street Winooski, VT 05404 Re: 104 Bowdoin Street Dear Esther: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy Mc onough South Burlington Planning & Zoning Department SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 846-4io6 June 8, 2006 Peter Kenny 8 Pinnacle Drive South Burlington, VT 05403 Re: 104 Bowdoin Street Dear Mr. Kenny: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough South Burlington Planning & Zoning Department G RECREATION PATH COMMITTEE May 1, 2006 The Recreation Path Committee held its regular monthly meeting on Monday, May 1, 2006, at 7 pm in the small conference room at the city office building. MEMBERS PRESENT: Lou Bresee, Chair; David Jacobowitz, Vice Chair; Ed Darling, Secretary; Barry Carris, Bill Cimonetti, Rick Hubbard, and Donna Leban. ALSO PRESENT: Tom Hubbard, Recreation Director; Dave Marshall, representing Meadowlands Business Park; and Tim McKenzie, representing Technology Park. The minutes of the April 1 Oth meeting were approved. In relation to the Meadowland Business Park development, Mr. Marshall reviewed the current plan. An off -road rec path is planned along Swift St. Extension, the main street through the development. There is also an easement running along the north side of the property. In relation to the South Village Communities development, Mr. Marshall reviewed the current plan. Some kind of fence or hedge may be included for the portion of the path along the east side of phase 1 in the vicinity of a retention pond. The committee would like the path to be built 10 feet from the pond. Mr. McKenzie, representing Technology Park, discussed the location of sidewalks and paved and unpaved paths in the park. We talked about the possibility of constructing a path along the edge of the property bordering the Interstate in the vicinity of a state - designated conservation zone. The planned path, indicated by the black line on the current plan, would be constructed in segments by various owners of the proposed buildings that would be built on Community Drive. There is an issue involving rec path and sidewalk construction, and storm -water permits. The committee believes that all of Community Drive should include a paved recreational path. To accomplish this purpose, this path would not necessarily need to be constructed adjacent to Community Drive at all points. The Muddy Brook project crossing is being discussed in Williston this evening and will be discussed by the So. Burlington City Council on May 15, and then by a state board in June. A letter of intent needs to be submitted to the Vermont Agency of Transportation by June 2 to be considered for an AOT Enhancement Grant. The Spear Meadows project hearing was held last week, and Act 250 approval is expected. The next meeting will be Monday, June 5, 2006 at 7 pm in the small conference room in the city office building. The meeting adjourned at 9:20 pm. Respectfully submitted, Ed Darling, Secretary CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 6dmtmp,2�� May 17, 2oo6 Summer Ice Joint Venture c/o Stage Davis 153 Summit Street Burlington, VT 05401 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-41o6 if you have any questions. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. cc: Dave Marshall, Civil Engineering Associates Super -Temp Wire & Cable )CITY OF SOUTH BURLINGTOs DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 May 17, 2oo6 Burlington Properties, LTD c/o Dan Kalman PO Box 9210 South Burlington, VT 05407 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-41o6, stop by during regular office hours, or attend the schedule public hearing. Sincerely, C Betsy %Mconough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 May 17, 20o6 Green Acres, Inc. 1269 Spear Street South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, "V-11- Betsy McDonough Planning & Zoning Assistant Encl. pCofess7an5E,i6_ h tutor ny All levels of hlgh sghoal and undergraduate math courses. Greatrrlerences, kachelR�pstad 316.91490 rropstadWo,edu ART LESSONS with Rachael Rice, professional, nationally juried artist. Improve your drawing, painting, overall cre- ativity. $25-$30/hour, supplies included. Results guaranteed! 802-229-4427, rachaet@fly chickpro.com. BENCH MARK RENOVATION: for all of your home remodeling needs. Baths, kitchens, porches, decks, garages and basements. Attention to detail. Competitive prices. John, 802-657-2642. CHAMPLAIN SHORES: Landscaping and stonework design, installation, maintenance. Stone patios, walkways, and walls. Garden design and installation. Portfolio available upon request. Todd Notating, BS Landscape Design/PSS. 802-233-7853. FIND YOURSELF SCATTERED AND DISORGANIZED? Whether you're a professional or manag- ing a home and children, the benefits of creating a healthy, Creative, and organized living space are boundless. Let home organizer and family manage- ment coach, Annie Downey, help you make over, deep clean and organize your home or work space. Free estimates and fabu- lous references. Call 802-318- 1700 today and get started on organizing your home! FREE SATELLITE TV system. Free installation. 800-784-7694, Ref.# A-33515222. GENERAL CONTRACTOR, HANDYMAN SERVICE. 20 years experience. Fences, outbuildings, additions, remodeling, bath- rooms, kitchens, carpentry, ptumbing, masonry, wiring, renewable energy systems. Fully insured. Extensive references. 518-425-0094. GREEN MOUNTAIN PAINTERS: Professional exterior painting/staining. Free esti- mates! Fully insured. Quality work guaranteed. Serving the greater Burlington area. Call 802-654-7111. JOLLY ROGER'S BOAT CLEAN- ING: Quality boat care done by friendly locals in the Chittenden county area. Call today for an estimate. 802-3 24-7 985. legals ) PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, June 6, 2006 at 7:30 P.M. to consider the following: I. Preliminary plat application #SD-06-30 & final plat #SD-06- 31 of Super -Temp Wire & Cable, Inc. for a planned unit develop- ment consisting of a 35,000 sq. ft. manufacturing facility to be constructed in two (2) phases, Phase I consisting of 30,000 sq. ft. & Phase II consisting of 5,000 sq. ft., 104 Bowdoin St. 2. Preliminary plat application #SD-06-33 and final plat #SD- 06-34 of O'Brien Brothers Agency for a planned unit development to construct a 50,000 sq. ft. contractor or building trade facility, 472 Meadowland Dr. 3. Final plat application #SD-06- 35 of F & M Development Co, LLC to amend a previously approved planned unit develop- ment consisting of: 1) 309 resi- dential units in six (6) build- ings, 2) subdividing two (2) parcels of 24.458 acres into eight lots, 3) a 73 unit multi- family dwelling, 4) a 4,430 sq. ft. expansion into an indoor recreation facility, 5) a 63 unit congregate care housing facility, and 6) an existing 16,000 sq. ft. television studio & office build- ing. The amendment consists of: 1) increase the number of units at 410 Farrell St. from 73 units to 74 units, and 2) constructing a 12' x 24' accessory structure, Farrell St. 4. Final plat application #SD-06- 36 of Magic Hat Brewing Co to amend a previously approved plan for a previously approved planned unit development con- sisting of three (3) commercial and industrial buildings on two (2) parcels totaling 6.73 acres. The amendment consists of allowing overhead utility lines in place of underground lines, 5 Bartlett Bay Road. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. May 17, 2006 - ----ences anarrurmau0n,-learn -- about effective protocols. John, 802-343-8161. THIRTEEN -WEEK SUPPORT GROUPS for women who are sur- vivors of adult and or childhood sexual assault. Group will include a yoga component. Please con- tact Meg at 864-0555. BEREAVED PARENT SUPPORT GROUP: Every first Monday of the month at 6:30 p.m, in Enosburg Falls, 10 Market Place, Main St. Parents, grandparents and adult siblings are welcomed. The hope is to begin a Compassionate Friends Chapter in the area. Info, please call Priscilla at 933-7749. BIPOLAR SUPPORT GROUP: Open to members. New leader- ship. A forum for strength, humor and self-discovery. For information, call Emma at 802- 899-5418. CONCERNED UNITED BIRTH - PARENTS: A group offering sup- port if you have lost a child to adoption or are in reunion or have yet to begin your search. 802-849-2244. EATING DISORDERS PARENTAL SUPPORT GROUP for parents of children with or at risk of anorexia or bulimia. Meetings 7-9 p.m., third Wednesday of each month at the Covenant Community Church, Rt. 15, Essex Center. We focus on being a resource and providing reference points for old and new ED parents. More information, call Peter at 802-899-2554. HEPATITIS C SUPPORT GROUP: Second Wednesday of the month from 6-7:30. Community Health Center, second floor, 617 Riverside Ave., Burlington 802-355-8936. SAVINGS SUPPORT GROUP for A low to moderate -income Vermonters who wish to have support around saving, budget- ing, managing or investing money. Call Diane at 802-860- 1417 x104 for information. ALCOHOLICS ANONYMOUS, Big book text, Mondays, 8:30-9:30 a.m. Overeaters Anonymous, Tuesdays, 2:30-3:30 p.m. Suvivors of Incest Anonymous, Wednesdays, 2:30-3:30 p.m. At - Anon Family Group, Thursdays, 12:30-1:30 p.m. "I Love Me", an educational support group on self care for suvivors of domestic and/or sexual violence. Mondays, 5:30-7 p.m. Call AWARE, 802- 472-6463, 88 High Street, Hardwick. v- ZU-YYl'7'K7IGKU UY�LriEKA= P )OUP: Come share your exp ence, get support from those who have been there, learn about Obsessive Compulsive Disorder and how to reduce its symptoms. Therapist facilitated. Weekly meetings, 802-343-8114. NW VT GAY AND LESBIAN Foster and Adoptive Parent Support Group: 6-8 p.m. The third Thursday of each month, starting October 20 through May, 2006. Casey Family Services, 46 Main St., Winooski. AUTISM: Free support group for parents and caregivers of chil- dren with ASO. Montpelier, 2nd Sunday ofthe month, 3-5 p.m. at the Family Center. Call Jessica, 249-7961 for child care inquires. More info, www.aaware.org. SUPPORT GROUP FOR MOTH- ERS OF CHILDREN WHO HAVE SURVIVED CHILD SEXUAL ABUSE: The Women's Rape Crisis Center in conjunction with Family Connection Center offers a free, confidential, ten -week support group. Info, 802- 864-0555. PARTNERS OF CHILDHOOD SEXUAL ABUSE SURVIVORS. Meet 4th Monday of month. R.U.1.2? Center, 34 Elmwood Ave., 6:30-8 p.m. Call Timberly, 310-3889 or email missmor pheusl@yahoo.com for more info. ALZHEIMER'S DISEASE and Dementia support group. Held the last Tuesday of every month at Birchwood Terrace, Burlington. Info, contact Stefanie Catella, 863-6384. WEEKLY SMOKING CESSATION support group: Small groups. Caring atmosphere. Stop smoking in just 21 days using natural, proven, safe methods. No unhealthy drugs. Call 264-1924. WEEKLY WEIGHT -LOSS support group: Small groups. Caring atmosphere. Get great results using natural, proven, safe methods. No unhealthy dieting. Call 264-1924. FAMILY AND FRIENDS SUP- PORT GROUP: If someone in your family or one of your friends is in an abusive relation- ship, this new Support group is designed especially for you. Info, call Women Helping Battered Women 658-1996. PARENTING GROUP: 6-week group for people parenting chil- dren of all ages now forming. Please call RiverValley Associates for more information. 651-7520. -- Cdntal r'C-oTratiie, 485'"29-3 WOMEN HELPING BATTE WOMEN offers free, confi( educational support group women who have fled, are ing or are still living in a where intimate partner vic is present. WHBW offers 2 ety of groups to meet the diverse needs of women ai children in this communit 658-1996. VT PARENTS OF FOOD AI GY CHILDREN EMAIL SU: TEAM: Info, contact Maryl Hill, www.VTPFAC.com or c 802-373-0351. MIXED GENDER COMING SUPPORT GROUP: Every 2 and 4th Thursday, 6:30 p.n facilitated by supportive p- and mental -health professi and open to all Lesbian, ga bisexual, transgender and r tioning adults age 23 and Check out this group meed R.U.1.2?. TRANS SOCIAL AND SUP] GROUP: First Wednesday, E p.m. Looking for peer supp among other transgendered folks? Need a safe space to and be yourself? Check out group meeting at R.U.1.2? 60+ SUPPORT GROUP: On weekly support group for m and women over the age of Share your strengths and st gles with this particular st2 Life. We have fun! Facilita by Barbara L. Kester, Ph.D. 3668. TOPS (Taking Off Pounds Sensibly) Chapter meeting, Francis Xavier School, Wino Sundays, 6 p.m. weigh-in, 7:30 p.m. meeting. Info, t Fred or Bennye, 655-3317 c Patricia, 658-6904. INTERESTED IN WRITING f children? Support and critiqu group meets monthly. Call Ai 861-6000 or anne@booksbyr NARCOTICS ANONYMOUS : group of recovering addicts live without the use of drug costs nothing to join. The c requirement for membership desire to stop using. Info, E 4516, or visit www.together net/-cvana. Held in Burling South Burlington and Colchr For more information, call 8 8388 or toll -free, 1-866-972 5266. 0 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 June 2, 2006 Dave Marshall Civil Engineering Assoc. PO Box 485 Shelburne, VT 05482 Re: Super -Temp Wire & Cable Dear Dave: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, June 6, 2006 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, --?� k( Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: May 22, 2006 \drb\sub\summer_ice\supertemp\prelim final Application received: May 1, 2006 104 BOINDOIN STREET /► PRELIMINARY PLAT APPLICATION #SD-06-30 FINAL PLAT APPLICATION #SD-06-31 Agenda # 7 Meeting Date: June 6, 2006 Applicant Owner mv;07 Super -Temp Wire & Cable Summer Ice Joint Venture LLC c/o Peter Kenny C/O Staige Davis 133 Elm Street 153 Summit Street Winooski, VT 05404 Burlington, VT 05401 Engineer/Contact Property Information Dave Marshall Tax Parcel ID 0257-00104 Civil Engineering Associates Hinesburg Road North View Protection overlay PO Box 485 District Shelburne, VT 05482 Airport Approach Cone 3.29 acres Location Map $ �r E ay4� �4.• a i. tubject Property i I Ole CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch Super -Temp Wire & Cable, hereafter referred to as the applicant, is seeking preliminary and final plat plan review for a planned unit development consisting of a 35,000 sq. ft. manufacturing facility to be constructed in two phases, phase 1 consisting of 30,000 sq. ft. and phase II consisting of 5,000 sq. ft., 104 Bowdoin Street. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on May 1, 2006 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required Proposed Min. Lot Size 3 acres 3.29 acres Max. Density n/a n/a Max. Building Coverage 30% 24.4% �l Max. Overall Coverage 50% 46.8% Min. Front Setback 50 ft. 180 ft. �1 Min. Side Setback 35 ft. 35 ft. �l Min. Rear Setback 50 ft. 50 ft. ** Max. Building Height 35 ft. 30 ft/ 40 ft** Front Yard Coverage 30% 11.5% 4 zoning compliance n/a no residential units proposed ** The proposed height of the flat roof building reaches 40 feet at its highest point. Therefore the applicant is requesting a waiver of 5 feet. Staff supports this waiver so long as it does not interfere with the goals of the Airport Approach Cone. The applicant has submitted a request to the FAA/Burlington International Airport to address this issue. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch The entire Meadowland Business Park has been preliminarily approved for water allocation. However, the applicant shall still submit plans and requests to the South Burlington Water Department for review to ensure compliance with the initial approval. 1. The applicant shall adhere to the comments of the South Burlington Water Department as included in a letter from Jay Nadeau dated May 3, 2006. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The original subdivision received a 51,272 gpd sewer allocation which is still in effect. To date there is 48,380 gpd available. 2. The applicant shall obtain sewer allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted a grading and erosion control plans which will sufficiently prevent soil erosion and runoff from creating adverse conditions on the subject property and adjacent properties. 3. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this property is proposed via a 25' drive from Bowdoin Street. This exceeds the minimum requirement for an entry drive and is therefore in compliance. Staff does not foresee any issues with this proposal that will create unreasonable congestion of adjacent roads. The applicant is proposing a teardrop cul-de-sac on Bowdoin Street to extend to the north of the proposed access drive. If the applicant wishes to include this, they should submit a revised survey plat to show the revised property lines and submit new legal documents for the street acceptance. 4. The applicant shall submit legal documents for the temporary cul-de-sac on Bowdoin Street. According to the ITE Trip Generation Manual, 7th Edition, the 35,000 square feet of manufacturing is estimated to generate 25.90 P.M. peak hour tip ends. Calculation #3c of the September 10, 1996 subdivision approval for the business park required that "prior to site plan approval for each lot, the signal warrant analysis shall be updated. When the signal is shown to be warranted at Rte 116/Swift Street Extension, applicant shall install signal at specifications approved by the City." (Swift Street Extension is now known as Meadowland Drive). CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch 5. Prior to issuance of the zoning permit, the applicant shall submit an updated signal warrant analysis for the Route 116/Meadowland Dr. intersection. If a signal is warranted, the applicant shall install the signal prior to the issuance of the Certificate of Occupancy. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The subject property does not appear to contain any wetlands. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 6.04(A) of the Land Development Regulations, the Industrial -Open Space l0 District is established to provide suitable locations for high -quality, large -lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The 10 District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. Staff feels the proposed project is in compliance with the stated purpose of the 10 District, as outlined in the Land Development Regulations. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There are significant portions of open space running along the southern portions of the property, so staff feels this requirement is met. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief has reviewed the plans and provided in a memo dated May 31, 2006. 6. The applicant shall adhere to the stipulations of the Fire Chief as per his memo dated May 31, 2006. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The subject property contains a 20' wide recreation path easement which straddles the northern property boundary. The Recreation Path Committee reviewed this easement at a meeting on May 1, 2006. They have not requested any additional stipulations. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch 7. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The subdivision plans for the entire Meadowland Business Park show details on street utilities, lighting, and stormwater management. These have been approved by the City Engineer, so they are acceptable for the proposed project. A lighting point by point plan for the proposed project has been submitted for this proposal, and meets the requirements in Appendices A.9 and A.10 of the Land Development Regulations. In addition, the applicant has submitted exterior lighting details (cut -sheets) for the proposed lighting on the subject parcel. The proposed lighting fixtures are in compliance with Appendix D of the Land Development Regulations. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed development of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff finds that this criterion is met through the proposed development. Again, the applicant should meet with the Recreation Path Committee. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the 35,000 square feet of manufacturing will require 18 spaces plus one space for each employee. The applicant has stated that there will be as many as 18 employees on the largest shift, for a total of 36 required parking spaces. The plans depict 26 parking spaces. As depicted, this would require a parking waiver of more than 25 percent, exceeding the amount allowed in accordance with the SBLDR. The plans should be revised to depict 27 parking spaces, which would result in a parking waiver of 25 percent. Staff would support this waiver as there will still be nine (9) spaces on the largest shift not being used by employees. 8. The plans should be revised to depict a minimum of 27 parking spaces. 9. The Board grants a parking waiver of twenty-five (25) percent. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch According to Table 13-7 of the Land Development Regulations, a property with 26-50 parking spaces requires two (2) handicapped -accessible parking spaces. The plans depict two handicapped -accessible spaces. The dimensions of the proposed parking areas appear to meet the requirements in Table 13-8 of the Land Development Regulations. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is depicted on the grading and drainage plan. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The majority of the proposed parking is located to the side of the building. Eight spaces are located in the front of the building. However, as the building fronts on a dead-end street, staff finds the location of parking on this property to be acceptable. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The applicant has submitted a preliminary sketch of the building. However, because the applicant is requesting a height waiver, the applicant has submitted an elevation showing height from pre - construction grade to the various heights of the roof. The proposed project is located in a business park in an area where industrial uses exists, so staff feels the scale of the proposed building is compatible with existing buildings in the area. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted elevations of the proposed building. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted elevations of the proposed building. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Because the project is in a large lot, industrial area, staff does not feel access to adjacent properties is necessary. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). A screened dumpster is shown on the grading and drainage plan Landscaping and Screening Requirements Based on the cost projections the applicant has submitted for this property, the minimum landscaping budget shall be $27,500. The budget presented by the applicant exceeds this amount. The applicant has also submitted landscaping plans for the property which have been reviewed by the South Burlington City Arborist. His comments are in a letter dated May 19, 2006 (attached). 10. The plans shall be revised to reflect the changes suggested by the City Arborist. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. Snow storage areas are shown on the grading and drainage plan. View Protection Zone The subject property is located within the Hinesburg Road -North Scenic View Protection Overlay District and thus subject to Section 10.03(H) of the SBLDR. Specifically, no part of any structure within the zone shall exceed an elevation of 393.5 feet above mean sea level plus 5.8 feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road -North View Protection Zone Base Line shown on the Scenic View Protections Overlay District Map. Based on the location of this building and its distance from the Base Line, the maximum allowable elevation based on the information above is 413.5 feet above sea level. The applicant has submitted building elevations as part of the preliminary plat application that clearly shows CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch that the building will not exceed 400.1 feet above sea level. Therefore the proposed building is in compliance with the SBLDR. Other The South Burlington Director of Public works reviewed the previously submitted plans and provided comments in a memorandum dated June 2, 2006 (attached). 11. The applicant shall adhere to the comments of the South Burlington Director of Public Works as per his memo of June 2, 2006. Staff recommends that the South Burlington Development Review Board approve Preliminary Plat application #SD-06-30 and Final Plat application #SD-06-31 subject to the conditional items listed above. Respectfully submitted, J�' IF All at ya LaRose, Associate Planner Copy to: Staige Davis, Summer Ice Joint Venture Peter Kenny, Super -Temp Wire & Cable David Marshall, Civil Engineering Associates Meadowland Business Park 05/19/06 Trudell Consulting Engineers Mike Lawrence & Associates Landscape Architect Good overall plan with 2 recommendations: 1. In Tree Planting Detail change note number 1 to read that the root flare(not the top of the root ball) should be planted at or slightly above final grade 2. I'd recommend a substitute for `Northwood' Red Maple to diversify species(Maples are very common in South Burlington) and because the soils in this area of South Burlington are often slightly alkaline and Red Maples commonly suffer manganese deficiencies if soil with soil pH above 6.5 — 6.7 May 3, 2006 Mr. David Marshall Civil Engineering Associates, Inc. P.O. Box 485 Shelburne, VT 05482 RE: Super -Temp Wire & Cable Dear Dave: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. The attached Application for Water Allocation must be completed and returned to the South Burlington Water Department as soon as possible. As your project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. Current water distribution system upgrades have been substantially completed that should allow for the construction of your project, pending approval of all other local and State requirements. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 4. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on backflow protection devices. 5. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 6. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 7. The water service line shall be sized according to fire flow and fire sprinkler demands. Sufficient engineering and design must be incorporated in order to meet Labor and Industry Life Safety requirements for fire flow conditions. 8. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 9. Separation between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 10. Prior to any building construction, the building contractor should contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 11. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 12. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 13. Further review changes may be required as this project proceeds through the permit process. 14. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the project. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann LaRose Doug Brent Bruce Hoar Enc. Plan Reviews: Super -Temp Wire & Cable Cathyann LaRose From: Bruce Hoar [sbpwbkh@adelphia.net] Sent: Friday, June 02, 2006 10:02 AM To: Cathy Larose Subject: DRB Comments 6-2-06 South Burlington Public Works 575 DORSET S'FREEI SOUTH BURLINGTON, VERAIONT t 5403 TEl: W,^;)658.7961 Fo: Cathy Larose, Associate Planner =r om: Bruce K. Hoar, Director of Public Works fie: DRB Comments >ketch Plan #SD-06-28, Leslie Williams Fhere needs to be a crosswalks added to the plan to connect the sidewalks and rec path. kll pavement markings to be durable, inlaid tape or vinyl. kll signage to be provided. landicap crossings to be marked with truncated domes. Nhat is happening with existing home sewer connection? Jammer Head configuration is not adequate, needs to be moved away from driveways. (eep road width constant at 24'. Jo private access to lot one over city ROW. Nhy bike path by others? Jot shown on sketch but no brick in manholes. 'avement thickness to be 4". Hater to be reviewed by SBWD Sanitary sewer pump station to be reviewed by WPCD. preliminary plat #SD-06-30 and Final plat #SD-06-31, Super -Temp Wire&Cable Jo bricks in any type of Manholes or Catch basins that will be turned over to the city. "reliminary plat #SD-06-33 and Final plat #SD-06-34, O'Brien Brothers Jo bricks in any type of Manholes or Catch basins that will be turned over to the city. ,urb reveal for city is 7". Plans show detail for 6". 5/2/2006 South Burlington Fire Department 575 Dorset Street South Burlington, VT 05403 802-846-4110 May 31, 2006 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Super Temp Wire and Cable Bowdoin Street Dear Juli: I have reviewed the plans for the proposed construction of the proposed commercial building on Bowdoin Street. I have the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Division of Safety. 3. Fire Department Sprinkler Connection location to be specified by SBFD. 4. Fire Alarm panel and enunciator location to be specified by SBFD. 5. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. 6. Provide an emergency key box(s), location to be specified by SBFD. 7. If an elevator is proposed the elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. 8. Number and location of fire hydrants to be determined by the South Burlington Water Department. Actual final spotting of said hydrants to be done jointly with SBFD. 9. The building appears to be set into a bank. Due to that I have some issues with fire department access to the building. I will need further information in order to complete this review. 10. I also need building elevations in order to complete this review. Page - 2 At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which can be dealt with as needed with the assistance of the developer and the Vermont Division of Fire. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Fire Chief Permit Number SD-�- CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed,/mailing address, phone and fax #) a 4-I N dLTZ laJ C7 pies �l-t-u �C t �l fl 5'c_t.V,-E tA�l l� Y5 3 � �i r t �u � T ST iYEet 2) LOCATION OF LAST RECORDED DEED (Book and page #) P_-pow 34a,7 oC; 43!_ 3) APPLICANT (Name, mailing address, phone and fax #) = (ovP \L t rrt k CO► LE, I,.� , t �3 !t=G%O ' R0 —eso/_ 2�'1 .r lt. 9tc r �!'f o5��- o���-�L.� 1 4) CONTACT PERSON (Name, mailing address, phone and fax #)i7a.i� GE4 5) PROJECT STREET ADDRESS: l._tDr 4*0 . t o4 a-rmz%EZC vl <�a2t-T`F .'Ur os4-0_15 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 02 5-1 - 0991104 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) b) Proposed Uses on property (include description and size of each new use and existing uses to ;main) s4okl Wta-e t� G-ey". t4'. 35.000 F c) Total building square footage on property (proposed buildings and existing buildings to remain) VtAty-26 1 �, 006 94= Qrt*r25-_:_ SI 5000 -24= -rtsrr'L.- d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) !)t for. -,,-rgLic,r "94,-_ w tT% A- 20' -' rrer-41'K bU.i O O K E N la4-F S56�, j SEr_-rn Qt�l (Z o K l45 ' _) t -rN+ A ks l C.ct }T o 1= 4-2.5 f�T . e) Number of residential units (if applicable, new units and existing units to remain) t_ko r4 <= f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): -;� S cYr F2L oc.., �.5 t_->c sffm _`!� it� rqrt> g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: �o 8) LOT COVERAGE a) Building: Existing_ % Proposed Z+A % b) Overall (building, parking, outside storage, etc) Existing C� % Proposed q--1.7 c) Front yard (along each street) Existing_% Proposed Z1 9) COST ESTIMATES a) Building (including interior renovations): $ 2,000,000 b) Landscaping: $ 2 1.�), o 30 c) Other site improvements (please list with cost): � t OOi o�, g ror�� P�� � �1s�cE�tnc��r� - 5 � � , -�► u �n E5 � � S�a�� 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): (p 5 b) A.M. Peak hour for entire property (in and out): 2a c) P.M. Peak hour for entire property (In and out): -2-9 11) PEAK HOURS OF OPERATION: 9t+-t4-r c�Efz�yE 12) PEAK DAYS OF OPERATION I*-t- -rt� S�.E 13) ESTIMATED PROJECT COMPLETION DATE: 2 ®® • 5 r;k�-r- 3�1^-T�F- (11 - Cam- 06 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach a separate sheet. , fie, A1+waAJ S ke-,:.+ / 15) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT r SIGNATURE OF PR6PhATY OWNER Do not write below this line DATE OF SUBMISSION: U `� I have reviewed this preliminary plat application and find it to be: Complete 1---) ❑ Incomplete of Planning & Zoning or Designee List of Abutters- Supertemp Wire and Cable North: Burlington Properties, LTD. CIO Dan Kalman P.O. Box 9210 So. Burlington, VT. 05403 East: Green Acres, Inc. 1269 Spear St. So. Burlington, VT. 05403 West and South: Summer ICE Joint Venture, LLC Permit Number SD- 66 -� CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) !n" L11. osz . `� r5g ."" t-r- !ff2J}2taCT 1�;3 c�q-L-A a 5 401 -L 4058 -G--- 2) LOCATION OF LAST RECORDED DEED (Book and page #) Pa2cw. � E) 7 Pc4 3) APPLICANT (Name, mailing address, phone and fax #) 1;5.,!D F-X-I. 1 SEC-'S^ . 17eD. P,n"C 2--n .n I I . (e-3 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) 5 48 2. 5) PROJECT STREET ADDRESS l 04 -JYIZk = 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0Z5 -7 — 0 b l0 4 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) LL ►.aOc.�lc'l.lJ�'D CAMtiI�.LI/R_. LAC' b) Proposed uses on property (include description and size of each new use and existing uses to remain) ti1zLAI u n = A cAv5L.L�- c) Total building square footage on property (proposed buildings and existing buildings to remain) fin€ Z 2)0k o00 11 S �tboo16�= 1 To-rt , ziS 000 5 t< d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) g<&L, Lrg F&noe, HVIC".-rT 6--cul c-2 co r t G (2c�'x 14-5) kh a kt M �— 4-2-,' e) Number of residential units (if applicable, new units and existing units to remain) ►�So,s� 1 Nc.. 9 f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) 35 r�rn uou�8 0.[�-2�-r� rsm c_oa►ppNc-i .��ticsl g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) N-►,a��.,� ,,�, ���� :;a,kf u7 AnsZ1ppa-T I�yR��G4-E CrOn1E' h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. S) WETLAND INFORMATION a) Are there any wetlands (Class I, Il, or III) on the subject property? b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 3. z9 P4 F 3 (acres /sq. ft.) b) Building Coverage: Existing O square feet O Proposed 35,E square feet 24.4 % c) Overall Coverage (building, parking, outside storage, etc): Existing O square feet a % 2 Proposed square feet 4-7. 7 % d) Front Yard Coverage(s) (commercial projects only): Existing square feet n % Proposed square feet 21 % 10) AREA DISTURBED DURING CONSTRUCTION: q. ft. * *Projects disturbing more than on -half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking ��v, t 1-{t.- �t-C ,� 12) COST ESTIMATES a) Building (including interior renovations) $ ?4 poocx0o b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ _ 49 29 050 c) Other site improvements (please list with cost) bo, oc D aicoa.�w�rrt� o0 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) 1 oS b) A.M. Peak hour for entire property (in and out) 29 c) P.M. Peak hour for entire property (In and out) 2A 14) PEAK HOURS OF OPERATION -- ►.i 54w-r � 3 P1A 15) PEAK DAYS OF OPERATION TV4S ywE w�,4 Kea) 16) ESTIMATED PROJECT COMPLETION DATE Fez r_� co -Lo-t) G 1Z-3t-occ, } 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach a separate sheet. 15) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I,, x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF rAPPLICANT SIGNATURE OF PROPhkTY OWNER Do not write below this line DATE OF SUBMISSION: � d/ I have reviewed this preliminary plat application and find it to be: ff Complete ElP Incomplete i ;-,- Of Planning & Zoning or Designee Date 3 List of Abutters- Supertemp Wire and Cable North: Burlington Properties, LTD. C/O Dan Kalman P.O. Box 9210 So. Burlington, VT. 05403 East: Green Acres, Inc. 1269 Spear St. So. Burlington, VT. 05403 West and South: Summer ICE Joint Venture, LLC E May 1, 2006 Ms. Cathyann LaRose, City of South Burlington 550 Dorset Street IUVIL 5I GU ICERU G, I' SSOCIAMES. )I Irv, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 Planning Assistant Planning & Zoning South Burlington, Vermont 05401 Re: Super -Temp Wire & Cable Manufacturing Facility Meadowland Business Park Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com PUD Preliminary Plat & Final Plat Amendment Application Dear -Ms. LaRose: Please find attached a preliminary plat application for the Super -Temp Wire & Cable site plan on Lot 6 at the Meadowland Business Park. To assist in your review of the applicaiton, we have summarized the Staff sketch plan outline of items to be addressed for the preliminary plat application submittal. . 1. The South Burlington Water Department should review,the plans prior to preliminary plat approval. A set of plans has been forwarded 'to Jay Nadeau for comment. 2. The preliminary plat application shall include the sewer allocation request. A copy of the wastewater allocation from the Meadowland Business Park Owner has been enclosed. Please note that the City has allocated water and sewer capclty for the full build -out of the Business Park. 3. The applicant shall submit grading and erosion control plans as part of preliminary plat application. The Plan set includes the proposed grading, plans as well as a separate set of EPSC plans for this project. 4. The proposed project shall adhere to standards for erosion control as set forth in Section .16.03 of the South Burlington Land Development Regulations. -In addition, the grading ,plan shall meet the -standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The requirements of these sections have been addressed with the Information on these respective plans. Ms. CeMyann LaRose Page 2 of 6 May 1, 2006 5. The applicant shall submit a new survey plat to show the revised property lines and submit new legal documents for the street acceptance. A copy of,the survey plat which depicts the temporary easement associated with the temporary cul-de-sac Is depicted on Sheet SP1. Th Isis the same sheet used In the original 1996 City approval of the -project. 6. The south Burlington Fire Chief shall review the plans and provide comments prior to preliminary plat approval. A set of plans has been forwarded to the Chief for his comment. 7. The applicant should meet the South Burlington Recreation Path Committee to discuss the recreation path easement on the property. We will be appearing before the Recreation Path Committee on May 119t, 2006. S. Pursuant to Section 15.13(E) of the Land Development, Regulations, any new utility lines, services, and service modifications shall be underground. All of the proposed utility lines are depicted to be lostalled underground. 9. The applicant shall submit plans showing proposed lighting locations and details (cut -sheets) as part of the preliminary plat application. A lighting plan (Sheet C5.0) and cut sheets have been included. 10. , The applicant should submit information pertaining to the number of employees as part of the preliminary plat application. The number of employees that the applicant Is seeking local approval for is 35. This will be spread out over three shifts. The largest crossover will occur at the 151 and 2"d shift. - k 11. The site plan shall be revised to show handicapped accessible parking .in compliance with Table 13-7 of the SBLDR as part of the submission of preliminary plat. Based on the 26 proposed parking spaces, two handicap parking spaces are required. These are located at a point closest to the front door. 42. The site plan shall be revised to depict, a bicycle rack. The site plan now depicts the installation of a bike rack. Ms. Cathyann LaRose Page 3 of 6 May 1, 2006 13. The applicant should submit building elevations showing height of the building from the average pre -construction grade. Building elevations with the requested Information are depicted on Sheet C2.1. 14. The plans shall be revised to depict all dumpsters, adequately screened. The Plans now Include location for a trash and recycling dumpster at the east end of the'building. Screening will be via a chain link fence with Interwoven screening material. 15. The applicant shall submit building costs as part of the preliminary plat application. The proposed building cost of construction is estimated to be $2,000,000. 16. The applicant shall submit a landscaping plan for the subject property, prepared in accordance with Section 13.06 of the SBLDR, as part of the preliminary plat application. The landscaping plan for the property -is _attached as Sheet L-1. 17. The applicant shall submit a landscaping budget for the subject property, in compliance with Table 13-9 of the SBLDR, as part of the preliminary plat application. The landscaping budget Is enclosed with this package. 18. The plans shall be revised to depict snow storage areas. The plans now depict`the proposed snow storage areas. 19. The plans shall be revised to depict any utility cabinets on the site. They shall be effectively screened to the approval of the Development' Review Board prior to final plat approval. The existing Infrastructure is located close enough to the building so as not•to require any additional cabinets. 20. The applicant shall submit building elevations as part of the preliminary plat application. The building elevations shall include the height of the building in relation to mean sea level as well as the horizontal distance of the building from the Hinesburg Road - North View Protection Base Line, in compliance with- Section 10.03(H) of the SBLDR. A profile depicting the view protection zone elevation in relation to the building Is depicted on Sheet C2.1. I Ms. Cathyann LaRose Page 4 of 6 April 26, 2006 21. The City Engineer shall review the preliminary, plat plan and provide comment. Acknowledged. 22. The plat plan for the entire Meadowland Business Park PUD shall be submitted as part of the preliminary plat application. This la Included as Sheet SP1. 23. The site plan shall be revised to remove the orthographic photo from the background. The site plans' shall be as easy to read as. possible. The orthophoto has been removed as requested. An important component of Super -Temp's ability to expand is the inclusion of a portion of the building which will rise 16 feet above the remaining roof line to a total height of 42.6 feet above the finish floor (see attached elevations). This portion of the building is used in curing the wire coating applied in the manufacturing process. The wire coating is applied to the conductor material at floor level and then raised vertically (as opposed to horizontally) to keep the applied material from going out of round. The elevated portion of the building will add some character to,the otherwise industrial type building. The top of the building falls 13.4 feet below the Hinesburg Road North View Protection Corridor and is well below the airport approach cone. Photographs of Lot 6 taken from Meadowland Road show the approximate height of the 42' roof (see orange balloons) in relation to the forested backdrop. The forested backdrop minimizes the aesthetic impacts of the raised section of the roof. The applicant is seeking permission from the City to construct the building as proposed as allowed under Section 3.07 E (2) of the Land Development Regulations. The maximum total height of the building above original ground is 43.5 feet. Consistent with the color of the buildings in the area and as a means of reducing heat gain in the summer, the color of the metal clad building will be sand tan. The building location has been chosen to respect a municipal recreation path partially located on the north side of the lot while also maximizing solar gain -in reducing winter maintenance requirements on the south side of the building . where the majority of the pavement is proposed. Setting the front of the building further away from the street also will allow for improved landscpaping and aesthetics of the facility. l Ms. Cathyann LaRose Page 5of6 April 26, 2006 Parking has been distributed along the periphery of the building so as to minimize walking distances for the manufacturing and front office employees: Delivery truck access has been isolated to the back half of the parcel. The pavement has been extended easterly toward the property line in a manner that maximizes ease of back-up maneuvering by the delivery/pick-up tractor trailers �Le, drivers looking over his/her left shoulder as opposed to, right shoulder). Sensitivity to trucks accessing and leaving the facility shows up in the proposed entry drive intersection with Bowdoin Street. Bowdoin Street is not proposed to be extended at this time as the development of Lot 5 on the west side of the street has not been determined. The applicants, would propose that the extension of this road be completed at the time that Lot 5 is developed. Water, sewer, electrical, telephone and cable stubs were previously installed to the west edge of the property line and will be extended into the site to service the proposed facility. Stormwater management in the form of grass -lined treatment swales on the north side of the building and a wet pond detention basin on the west side of the building will be used to conform with the peak flow requirements while providing greater treatment levels than that originally conceived in the originally issued stormwater permit for the Business Park. The State Stormwater Permit requires a 10-year design storm peak flow from the property of no more than 2.4 CFS. This design will provide a peak flow of 1.93 CFS. Stormwater flowing northerly in a large ditch located along the west edge of the parcel is proposed to be culverted and filled so as to provide adequate room for the proposed stormwater management facility. Based upon the limited number of Issues assoclated with the project, the applicant is seeking a consolidation of the_ preliminary and final plat hearings to facilitate project scheduling. E Ms. Cathyann LaRose Page 6 of 6 April 26, 2006 Please find attached a completed application and supporting plans for this proposed facility, If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David .$. Marshall, P.E. Project Engineer \dsm Enclosures: Six (6) Full Size and Nine 11" x 17" reduced Size Plan sets including: SP1 Meadowland Plat Plan Mar., 1996 C-1.0 Site Location Plan Apr., 2006 C-2.0 Site Improvements Plan Apr., 2006 C-3.0 Site Grading & Drainage Plan Apr., 2006 C-4.0 Site Utility Plan Apr., 2006 C-5.0 Site Lighting Plan Apr., 2006 C-6.0 Site Details Apr., 2006 C-6.1 Utility Details Apr., 2006 C-7.0 EPSC Site Plan Apr., 2006 C-7.1 EPSC Narrative Apr., 2006 C-7.2 EPSC Specifications Apr., 2006 C4.3 - 7 EPSC Details Apr., 2006 C-8.0-8.3 Specifications Apr., 2006 C9.0 Photo with Proposed Building Apr., 2006 L-1 'Site Landscaping Plan Apr, 2006 Preliminary Plat Application (with fee) - Final Plat Application (with fee) Letter to Nadeau, Letter to Chief Brent Wastewater Allocation from Neagley Lighting Cut Sheets Landscaping Cost Estimate cc: P. Kenny (w/ enclosures), D. Leban (w/ enclosures) M. Lawrence (w/enclosures), D. Cameron (w/ enclosures) CAI LeA06113\La1tosePrelim.wpd C!trttr"JrIA �, 11 IC,/l��li 928 Falls Road Phone: 802-985-2323 P.O. Sox 485 Fax: 802-985-2271 Shelburne, VT 05482 E-Mail: mail@cea-vt.com May 1, 2006 Mr. Jay Nadeau, Superintendent City of South Burlington Water Department Queen City Park Road South Burlington, Vermont 05403 Re: Super -Temp Wire & Cable Life Safety Issues Meadowland Business Park, South Burlington Dear Mr. Nadeau: In accordance with the request of the Planning & Zoning Office, please find attached a copy of the site plan for the proposed Super -Temp Wire & Cable Manufacturing Facility to be located on Lot 6, 104 Bowdoin Street, within the Meadowland Industrial Park. The Planning Office would appreciate your review of the proposed site layout as part of the local approval process. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures Site Plan Site Landscaping Plan Site Utility. Plan cc: P. Kenny (no/ enclosures) CEA File 06113.00 (w/ enclosures) CA1 Let\06113Wadeau.wpd } May 1, 2006 CIVIL El IGANIEENINIr r1��OClrir��, l! IC� 928 Falls Road Phone: 802-985-2323 P.O. Box 485 Fax: 802-985-2271 Shelburne, VT 05482 E-Mail: mail@cea-vt.com Mr. Douglas S. Brent, City of South Burlington Fire Chief South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 Re: Super -Temp Wire & Cable Life Safety Issues Meadowland Business Park, South Burlington Dear Chief Brent: In accordance with the request of the Planning & Zoning Office, please find attached a copy of the site plan for the proposed Super -Temp Wire & Cable Manufacturing Facility to be located on Lot 6, 104 Bowdoin Street, within the Meadowland Industrial Park. The Planning Office would appreciate your review of the proposed site layout as part of the local approval process. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures Site Plan Site Landscaping Plan Site Utility Plan cc: P. Kenny (no/ enclosures) CEA File 06113.00 (w/ enclosures) CAI LetW 13\F1reChiefBrent.wpd Super -Temp Wire and Cable, Inc. April 6, 2006 133 Elm Street Winooski, Vermont 05404 Summer Ice Joint Venture c/o Neagley 113 Heritage Lane Shelburne, Vermont 05482 Dear Mr. Kenny, As part of the purchase of Lot #6 in Meadowland Business Park we grant you the following allocations from the master allocations granted to the park during the permitting process. These allocations shall become valid upon completion of the sale and are use specific. Should the use of the building change Summer Ice Joint Venture reserves the right to provide additional allocations or to return unneeded allocations to the partners master allocations list. ■ Sewer allocation of 600 GPD of the 51,272 GPD allocation ■ Water allocation of 675 GPD of the 48,468 GPD allocation ■ 30 parking spaces of the 1819 approved ■ Peak hour traffic flow of 20 ■ 105 TPD of 6773 allowed Should you have further questions please contact the undersigned. Sincerely, Mark R. Neagley, General P r Summer Ice Joint Venture 802-658-6320 xl18 mneagley@neagleychase.com Supertemp Facility South Burlington, Vermont Cost Estimate for Planting Michael Lawrence Assoc. Landscape Architects Essex Junction, Vermont April 18, 2006 SCIENTIFIC NAME SIZE UNIT QUAN SUB TOTAL EVERGREEN TREES Picea abies A 4-5 ft. $ 150.00 10 $ 1,500.00 Picea abies B 5-6 ft. $ 180.00 11 $ 1,980.00 Picea abies C 6-7 ft. $ 220.00 7 $ 1,540.00 Picea glauca A 4-5 ft. $ 150.00 9 $ 1,350.00 Picea glauca B 5-6 ft. $ 180.00 7 $ 1,260.00 Picea glauca C 6-7 ft. $ 220.00 5 $ 1,100.00 Picea glauca 'Densata' 6-7 ft. $ 220.00 6 $ 1,320.00 Picea pungens 'Fat Albert' 5-6 ft. $ 300.00 12 $ 3,600.00 Thuja occidentalis 'Nigra' 6-7 ft. $ 160.00 14 $ 2,240.00 DECIDUOUS TREES Acer x freemanii 'Morgan' 2-2.5 in. $ 450.00 8 $ 3,600.00 Acer rubrum 'Northfire' 2-2.5 in. $ 450.00 6 $ 2,700.00 Acer rubrum 'Northwood' 2-2.5 in. $ 450.00 8 $ 3,600.00 Betula nigra 'Heritage' 8-10 ft. $ 300.00 4 $ 1,200.00 FLOWERING TREES Amelenchier canadensis 5-6 ft. $ 240.00 1 $ 240.00 Magnolia stellata 5-6 ft. $ 300.00 6 $ 1,800.00 PLANTING TOTAL $ 29,030.00 I, - I May 3, 2006 Mr. David Marshall Civil Engineering Associates, Inc. P.O. Box 485 Shelburne, VT 05482 RE: Super -Temp Wire & Cable Dear Dave: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. The attached Application for Water Allocation must be completed and returned to the South Burlington Water Department as soon as possible. As your project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. Current water distribution system upgrades have been substantially completed that should allow for the construction of your project, pending approval of all other local and State requirements. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 4. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on backflow protection devices. 5. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 6. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. { 7. The water service line shall be sized according to fire flow and fire sprinkler demands. Sufficient engineering and design must be incorporated in order to meet Labor and Industry Life Safety requirements for fire flow conditions. 8. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 9. Separation between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 10. Prior to any building construction, the building contractor should contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 11. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 12. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 13. Further review changes may be required as this project proceeds through the permit process. 14. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the project. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann LaRose Doug Brent Bruce Hoar Enc. Plan Reviews: Super -Temp Wire & Cable C 3 Meadowland Business Park —s&.P"+e - 05/19/06 Trudell Consulting Engineers Mike Lawrence & Associates Landscape Architect Good overall plan with 2 recommendations: 1. In Tree Planting Detail change note number 1 to read that the root flare(not the top of the root ball) should be planted at or slightly above final grade 2. I'd recommend a substitute for `Northwood' Red Maple to diversify species(Maples are very common in South Burlington) and because the soils in this area of South Burlington are often slightly alkaline and Red Maples commonly suffer manganese deficiencies if soil with soil pH above 6.5 — 6.7 DEVELOPMENT REVIEW BOAL 18 APRIL 2006 Mr. O'Brien said the building will consist of 10 5,000 sq. ft. business condos. It will be of metal construction. The lot is 8.13 acres, and building coverage will be 14.3%. Front and rear yard setbacks are met as is front yard coverage. Building height will be 34 feet. They are asking for no waivers. Mr. O'Brien showed 2 entrance drives, the easternmost of which is across from an existing street. There is a pedestrian easement that would be touched on a bit. Mr. O'Brien showed this on the plan. Mr. Jaeger said there might be some wiggle room to adjust the pedestrian easement. He felt they could work this out with the applicant. Mr. O'Brien said it would be possible to do just one access, but they would like to separate employee parking from deliveries and trucking. Mr. Bolton said he preferred the 2 drives as he didn't like having traffic cut across the front yard. A majority of members favored one access drive. Mr. Belair noted that with a drive around the back of the building, they could serve both sides without having to cut across the front yard. Mr. O'Brien then showed the location of the residential neighborhood. He said they have designed 2 large berms with evergreens on them as screening. Mr. Dinklage asked the applicant to work closely with the neighbors and with staff to provide the best screening possible. Regarding lighting, Mr. O'Brien said there would be no pole -mounted street lights. At each entrance, there would be 4-5' bollards with lights. There would also be lights mounted on the rear of the building and small mounted tubes under entrance canopies. Additional bollard lighting would be provided on parking islands for safety. Mr. O'Brien showed two possible color schemes, each with a dark green roof. Mr. Belair noted that there is a building approved to the east of this lot with restrictions on truck traffic. Members felt the same restraints should be imposed on this building. Mr. O'Brien said he didn't want to restrict the time of use of this building. Mr. Dinklage said the Board doesn't want trucks with back-up beepers or dumpster pick-up, etc., that would affect the residential neighborhood. 11. ketch Plan Application #SD-06-18 of Super -Temp Wire & Cable for a planned unit development consisting of a 35,000 sq. ft. manufacturing facility to be constructed in two phases, Phase 1 consisting of 30,000 sq. ft. and Phase 2 consisting of 5,000 sq. ft., 104 Bowdoin Street: Mr. Marshall indicated the entrance to the business park and indicated that this development is for lot #6. Staff parking would be to the west and employee parking on the south. Mr. Marshall showed the location of landscaping. 1011 ` DEVELOPMENT REVIEW BOAR, 18 APRIL 2006 Mr. Kenny said they are a manufacturer of insulated wires and use vertical ovens which go up to 36 feet. That is the reason for the "tower" section of the building. Mr. Marshall said the height is a little more than 40 feet. The height limit is 35 feet. They can increase the setback to accommodate the additional height of get a PUD amendment. Members had no problem with the additional height. Mr. Dinklage asked about the Rec Path easement. Mr. Marshall said they will speak with the Rec Path Committee. Ms. LaRose said staff wants an elevation of what would be seen from the Interstate. Mr. Belair said staff would suggest the same limitations on tractor trailers, etc. (from the point of view of noise) as on other lots in the PUD. Mr. Kenny said they don't have that much truck delivery. Mr. Cimonetti asked if there would be any vapors from the ovens. Mr. Kenny said he's never seen any, maybe just "heat waves." Mr. Behr asked about noxious emissions. Mr. Kenny said they are a "minor pollutant" registered with the state. The have filters, and no odors have ever been detected to his knowledge. Mr. Belair asked what would happen to the proposed temporary cul de sac. Mr. Marshall said it would eventually go away in favor of a turnaround. This would depend on what happens with development on the adjacent lot. No other issues were raised. As there was no further business to come before the Board, the meeting was adjourned at 10:15 p.m. o!5-16 - Date -7 SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 May 18, 20o6 Dave Marshall Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Re: Minutes — Super Temp Wire & Cable Dear Dave: For your records, enclosed is a copy of the approved minutes from the April 18, 20o6 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, 'n f'Xa+ Betsy McDo ough Planning & Zoning Assistant Encl. State of Vermont Department of Fish and Wildlife Department of Forests Parks, and Recreation Department of Environmental Conservation State Geologist RELAY SERVICES FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice; TDD April 13, 2006 Summer Ice Joint Venture, Inc. 53 Summit Street Burlington, VT 05401 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation -Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, Vermont 05452 Telephone: (802) 879-5656 Subject: Wastewater System & Potable Water Supply Permit Application to construct a 35,000 square foot manufacturing facility with 50 employees on Lot #6 in Meadowland Park located at 1840 Spear Street in South Burlington, Vermont. Dear Applicant: We have done a review of the application materials and have completed the "application completeness checklist." Unfortunately, your application is still incomplete and information is missing. Enclosed are copies of the application forms you submitted. Please submit the following information: 1. Please submit the book and page number your deed is recorded in; 2. Please submit 2 site plans with all the boundary line dimensions. 3. Permits WW-4-1115 and amendments are located on Cherry Street in Burlington. Are permit numbers EC-4-2004, WW-4-1744 and 4C1009 suppose to be the correct numbers. Please advise. If you have questions or are unsure what is needed to complete the application package, please contact me. We will hold your application materials. Once you have the missing or incomplete information, please send the materials to this office along with the enclosed copies. Once we have determined that the application materials are complete, the application well be accepted and will be assigned to one of the engineers to be reviewed. For the Division of Wastewater Management Ernestine Chevrier Regional Office Coordinator Enclosed: copy of application cc City of South Burlington David Marshall, P.E. Super -Temp Wire & Cable Ro "i 1 ()ffil— - Pnrr /Fccoy _lrrf /RiifIanH/_qnrinnfiPInl/.(;t ,Inhnghlan/ CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 14, 2oo6 Dave Marshall Civil Engineering Assoc. PO Box 485 Shelburne, VT 05482 Re: Super Temp Wire & Cable Dear Mr. Marshall: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, April 18, 20o6 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. 1 ) CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-41o6 I April 6, 2oo6 Summer Ice Joint Venture c/o Staige Davis 153 Summit Street Burlington, VT 05401 Dear Property Owner: Enclosed is a draft agenda for the April 18, 2oo6 Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, I . - " "IL Betsy McDonough Planning & Zoning Assistant Encl. cc: Super -Temp Wire & Cable 1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 April 6, 2oo6 Green Acres, Inc. 1269 Spear Street South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the April 18, 2oo6 Development Review Board meeting. It includes a proposal that abuts your property. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 April 6, 2oo6 Burlington Properties, LTD c/o Dan Kalman PO Box 9210 South Burlington, VT 05407 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the April 18, 20o6 Development Review Board meeting. It includes a proposal that abuts your property. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: April 10, 2006 \drb\sub\summer ice\supertemp\sketch Application received: March 27, 2006 104 BOWDOIN STREET SKETCH PLAN APPLICATION #SD-06-19 Agenda # 11 Meeting Date: A ril 18, 2006 Applicant Owner Super -Temp Wire & Cable Summer Ice Joint Venture LLC c/o Peter Kenny C/O Staige Davis 133 Elm Street 153 Summit Street Winooski, VT 05404 Burlington, VT 05401 Engineer/Contact Property Information Dave Marshall Tax Parcel ID 0257-00104 Civil Engineering Associates Hinesburg Road North View Protection overlay PO Box 485 District Shelburne, VT 05482 Airport Approach Cone 3.29 acres Location Map ,., 113 �ubjectProperty i* tz e a �M' • " I I A - I DrIvO } CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch Super -Temp Wire & Cable, hereafter referred to as the applicant, is seeking sketch plan review for a planned unit development consisting of a 35,000 sq. ft. manufacturing facility to be constructed in two phases, phase 1 consisting of 30,000 sq. ft. and phase II consisting of 5,000 sq. ft., 104 Bowdoin Street. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on March 27, 2006 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Proposed Min. Lot Size ___Required 3 acres 3.29 acres Max. Density n/a n/a Max. Building Coverage 30% 24.4% �l Max. Overall Coverage 50% 46.8% Min. Front Setback 50 ft. 180 ft. Min. Side Setback 35 ft. 35 ft. �l Min. Rear Setback 50 ft. 50 ft. ** Max. Building Height 35 ft. 30 ft/ 40 ft** Front Yard Coverage 30% 11.5% 4 zoning compliance n/a no residential units proposed ** The proposed height of the flat roof building reaches 40 feet at its highest point. Therefore the applicant is requesting a waiver of 5 feet. Staff supports this waiver so long as it does not interfere with the goals of the Airport Approach Cone. The applicant has submitted a request to the FAA/Burlington International Airport to address this issue. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch The entire Meadowland Business Park has been preliminarily approved for water allocation. However, the applicant shall still submit plans and requests to the South Burlington Water Department for review to ensure compliance with the initial approval. 1. The South Burlington Water Department should review the plans prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The original subdivision received a 51,272 gpd sewer allocation which is still in effect. To date there is 48,380 gpd available. 2. The preliminary plat application shall include the sewer allocation request. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has not yet submitted grading and erosion control plans. 3. The applicant shall submit grading and erosion control plans as part of preliminary plat application. 4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this property is proposed via a 25' drive from Bowdoin Street. This exceeds the minimum requirement for an entry drive and is therefore in compliance. Staff does not foresee any issues with this proposal that will create unreasonable congestion of adjacent roads. The applicant is proposing a teardrop cul-de-sac on Bowdoin Street to extend to the north of the proposed access drive. The approved subdivision of the Meadowlands Business Park does not include such a cul-de-sac. If the applicant wishes to include this, they should submit a revised survey plat to show the revised property lines and submit new legal documents for the street acceptance. 5. The applicant shall submit a new survey plat to show the revised property lines and submit new legal documents for the street acceptance. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch According to the ITE Trip Generation Manual, 7th Edition, the 35,000 square feet of manufacturing is estimated to generate 25.90 P.M. peak hour tip ends. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The subject property does not appear to contain any wetlands. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 6.04(A) of the Land Development Regulations, the Industrial -Open Space 10 District is established to provide suitable locations for high -quality, large -lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The 10 District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. Staff feels the proposed project is in compliance with the stated purpose of the 10 District, as outlined in the Land Development Regulations. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There are significant portions of open space running along the southern portions of the property, so staff feels this requirement is met. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. 6. The South Burlington Fire Chief shall review the plans and provide comments prior to preliminary plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The subject property contains a 20' wide recreation path easement which straddles the northern property boundary. The Recreation Path Committee should comment on this easement, and whether this should be transformed into a recreation path. 7. The applicant should meet with the South Burlington Recreation Path Committee to discuss the recreation path easement on the property. 8. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. I CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\sugertemp\sketch Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The subdivision plans for the entire Meadowland Business Park show details on street utilities, lighting, and stormwater management. These have been approved by the City Engineer, so they are acceptable for the proposed project. A lighting point by point plan for the proposed project shall be submitted for this proposal, and shall meet the requirements in Appendices A.9 and A.10 of the Land Development Regulations. In addition, the applicant should submit exterior lighting details (cut -sheets) for the proposed lighting on the subject parcel. The proposed lighting fixtures shall be in compliance with Appendix D of the Land Development Regulations. 9. The applicant shall submit plans showing proposed lighting locations and details (cut -sheets) as part of the preliminary plat application. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed development of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval Section 14.06 establishes the followinggeneralreview standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff finds that this criterion is met through the proposed development. Again, the applicant should meet with the Recreation Path Committee. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the 35,000 square feet of manufacturing will require 18 spaces plus one space for each employee. The number of employees is unknown at this time. This information should be included with the preliminary plat submittal. The plans depict 26 parking spaces. 10. The applicant should submit information pertaining to the number of employees as part of preliminary plat application. According to Table 13-7 of the Land Development Regulations, a property with 26-50 parking spaces requires two (2) handicapped -accessible parking spaces. The plans do not currently depict any handicapped -accessible spaces. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\supertemp\sketch 11. The site plan shall be revised to show handicapped accessible parking in compliance with Table 13-7 of the SBLDR as part of the submission of preliminary plat. The dimensions of the proposed parking areas appear to meet the requirements in Table 13-8 of the Land Development Regulations. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is not depicted on the plans. 12. The site plan shall be revised to depict a bicycle rack. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The majority of the proposed parking is located to the side of the building. Eight spaces are located in the front of the building. However, as the building fronts on a dead-end street, staff finds the location of parking on this property to be acceptable. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The applicant has submitted a preliminary sketch of the building. However, because the applicant is requesting a height waiver, the applicant should submit an elevation showing height from pre - construction grade to the various heights of the roof. 13. The applicant should submit building elevations showing height of the building from the average pre -construction grade. The proposed project is located in a business park in a area where industrial uses exists, so staff feels the scale of the proposed building is compatible with existing buildings in the area. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Staff has already stated that the applicant should submit elevations of the proposed building. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Staff has already stated that the applicant should submit elevations of the proposed building. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\su ertem \sketch In addition to the above -general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Because the project is in a large lot, industrial area, staff does not feel access to adjacent properties is necessary. However, the Development Review Board should consider the two curb cuts off of Meadowland Drive proposed as part of this project. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans does not yet show dumpsters. Any waste facilities proposed on site shall be shown and shown to be adequately screened. 14. The plans shall be revised to depict all dumpsters, adequately screened. Landscaping and Screening Requirements The applicant has not yet submitted cost projections for this property. The applicant has not yet submitted landscaping plans for the property. 15. The applicant shall submit building costs as part of the preliminary plat application. 16. The applicant shall submit a landscaping plan for the subject property, prepared in accordance with Section 13.06 of the SBLDR, as part of the preliminary plat application. 17. The applicant shall submit a landscaping budget for the subject property, in compliance with Table 13-9 of the SBLDR, as part of the preliminary plat application. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The plans do not yet depict snow storage areas. 18. The plans shall be revised to depict show storage areas. Pursuant to Section 13.06(C)(1) of the SBLDR, any utility cabinets on the site shall be effectively screened to the approval of the Development Review Board. i CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summer ice\su ertem \sketch 19. The plans shall be revised to depict any utility cabinets on the site. They shall be effectively screened to the approval of the Development Review Board prior to final plat approval. View Protection Zone The subject property is located within the Hinesburg Road -North Scenic View Protection Overlay District and thus subject to Section 10.03(H) of the SBLDR. Specifically, no part of any structure within the zone shall exceed an elevation of 393.5 feet above mean sea level plus 5.8 feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road -North View Protection Zone Base Line shown on the Scenic View Protections Overlay District Map. 20. The applicant shall submit building elevations as part of the preliminary plat application. The building elevations shall include the height of the building in relation to mean sea level as well as the horizontal distance of the building from the Hinesburg Road -North View Protection Zone Base Line, in compliance with Section 10.03(H) of the SBLDR. Other The City Engineer shall review the preliminary plat. Details for his review, including but not limited to curb radii, road details, and sewer details, should be provided as part of the preliminary plat application. 21. The City Engineer shall review the preliminary plat plan and provide comment. 22. The plat plan for the entire Meadowland Business Park PUD shall be submitted as part of the preliminary plat application. 23. The site plan shall be revised to remove the orthographic photo from the background. The site plan shall be as easy to read as possible. Staff recommends that the applicant address the numbered items in the "Comments" section of this document before continuing on to preliminary plat submission. Respectfully submitted, Cathya LaRose, Associate Planner Copy to: Staige Davis, Summer Ice Joint Venture Peter Kenny, Super -Temp Wire & Cable David Marshall, Civil Engineering Associates CYTY OF SOUTI-T 'RURLI GTON DEPARTMENT OF pLANNIZqG & ZONING 575 DORSET STREET SOUTH BURUNGTON, VEP-LA40NT 05403 (802) 846-4106 FAX (802) 846-4101 Permit Number SD-y� _ APPLICATION FOR SU BDMSION SKETCH PLAN REvIEVW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Summer Ice Joint Venture, LLC c/o Staige Davis 153 Summit Street Burlin on VT 05401 Phone: 658-0397 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book: 387 Page: 439 3) APPLICANT (Name, mailing address, phone and fax #) super -Temp wire cable 133 Elm Street Winooski VT 05404 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc. Under Contract 5) CONTACT PERSON (Name, mailing address, phone and fax #)_Peter xenny, 133 Elm street, Winooski VT 05404 Phone: 655-4211 and/or David S. Marshall P E Engineering Associates, Inc., P.O. Box 485, Shelburne, VT 05492 Phone: 9$35-2323 6) PROJECT STREET ADDRESS: l Doi Rnwrini n Q - ,,,- 4- 7) TAX PARCEL ID # (can be obtained at Assessor's Office 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use -None- EmPty Lot b) Proposed Uses on property (include description and size of each new use and existing uses to remain) 35,000 SF manufacturing facility to be constructed in two phases (Phase I 30,000 SF, Phase II 5,000 SF) c) Total building square footage on property (proposed buildings and existing buildings to remain) 35,000 SF d) Proposed height of building (if applicable) 30' except for tower section of 40' y) Number of residential units (if applicable, new units and existing units to remain) None please f) Other (list any other information Pertmnesburgent to this application Rload io North Scenic not l requested above, View Protection note if Overlay Districts are applicable) Hi overlayDistrict 393.5 + 0.005$ (3200') = 412.1' proposed Building = 396.0' Airport Approach Cone Boundar 9) LOT COVERAGE a) Building: Existing 0 % Proposed 24.4 b) Overall (building, parking, outside storage, etc) Existing o % Proposed 45 8 c) Front yard (along each street) Existing o % Proposed 1_ o 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES f C�UMBRANCE20' wide e ON PROPERTY nh easement(easements, located is covenants, leases, rights of way, etc.)— along the northern ro rt line. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Extendinstallenew stormwater service from existing stub, extend 4" ductile iron from existing 8" stub, management aci ity. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES &MAILING ADDRESSES (this may be provided on a separate attached sheet) Y c}Y^-} cn Rurlinaton VT 05403 Summer Ice Joint Venture to west and south So Burlington, VT 05403 r� /„ nnn xalman. P.O. Box 9210, 13) ESTIlVIATED PROJECT COMPLETION DATE Januar 2007 14) PLANS AND FEE Plat plans shall be submitted which shows the information theplans ust be submitted. A sketch subdivision size copies and one reduced copy (11 x 17) of the p application fee is free. I hereby certify that all the information requested as part of this application has been submitted and is accurate -to the best of my knowledge. SIGNA OF AP ICA�T T SIGNATURE OPPRORTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: 2 Complete ❑ Incomplete of Planning & Zoning or Designee I EXHIBIT A SKETCH PLAN The following information must be shown on the plans. Please submit five (5) copies and one reduced copy (I 1" x 17") of the plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. If submitting a plat amendment, please submit only pertinent information. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. o Name and address of owner of record and applicant. o Name of owners of record of contiguous properties. o Numerical and graphical scale, date last revised, and north arrow. o Location map showing relation of proposed subdivision to adjacent property and surrounding area. o Boundaries and area of all contiguous land belonging to the owner of record. o Boundaries and area of the proposed subdivision. o Existing and proposed layout of property lines. o Type and location of existing and proposed restrictions on land (easements, covenants, etc. o Location, names and widths of existing and proposed streets or private ways. o Existing zoning boundaries. o Existing watercourses, wetlands, floodplains, wooded areas, ledge outcrops, and other natural features. o Location and size of any existing sewers (including septic tanks) and water mains, culverts an drains on the property to be subdivided. o Number and location of parking spaces (see Section 26.25 of the Zoning Regulations)- 0 Lot coverage information: Building footprint, total lot, and front yard. o A list of waivers desired (if any). o All applicable information required for a site plan application shall be submitted for subdivisions involving a commercial or industrial complex, multi -family project, planned unit development, or planned residential development (please see site plan application). A March 27, 2006 Ms. Cathyann LaRose, City of South Burlington 550 Dorset Street .IYI s! IGl! IEERI IG ASSOCIAVES. IINIC4 928 Falls Road P.O. Box 485 Shelburne, VT 05482 Planning Assistant Planning & Zoning South Burlington, Vermont 05401 Re: Super -Temp Wire & Cable Manufacturing Facility Meadowland Business Park PUD Sketch Plan Amendment Application Dear Ms. LaRose: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Super -Temp Wire and Cable is looking to locate its manufacturing facility on Lot 6 within the Meadowland Business Park located off of Hinesburg Road. The Park was previously permitted by the City of South Burlington with maximum benchmarks when it comes to water supply requirements, wastewater disposal needs and traffic generation. So far two projects have been approved to date within the 12 lot Business Park. Super -Temp Wire & Cable is seeking to�permit the -construction of up to 35,000- SF of building in two phases. The first phase would include the, 30,000 SF - footprint included in this submittal details with a future addition of 5,000 SF in the rear of proposed phase I structure. Super Temp Wire & Cable currently employs 25 employees over three shifts and is seeking to expand the number of employees to 50 (over three shifts) at this - location. An, important component of Super -Temp's ability to expand is the inclusion of a portion of the building which will rise 10 feet above the remaining roof line to a total height of 40 feet above the finish floor (see attached isometric elevation). This portion of the building is used in curing the wire coating applied in the manufacturing process. The wire coating is applied to the conductor material at floor level and then raised vertically (as opposed to horizontally) to keep the applied material from going out of round. Ms. Cathyann LaRose Wage 2 of 3 - March 27, 2006 The elevated portion of the building will add some character to the otherwise industrial type building. The top of the building falls 16 feet below the Hinesburg Road North View Protection Corridor and is well below the airport approach cone. Photographs of Lot 6 taken from Meadowland Road show the approximate height of the 40' roof (see orange balloons) in relation to the forested backdrop. The forested backdrop minimizes the aesthetic impacts of the raised section of the roof. The applicant is seeking permission from the City to construct the building as proposed as allowed under Section 3.07 E (2) of the Land Development Regulations. The proposed land use associated with the Super -Temp manufacturing facility creates a relatively small impact to the water supply, wastewater disposal and traffic infrastructure in the area. During full build out, the maximum number of employees during any one shift will be 25. It should be noted that this is the only lot within the Meadowland Business Park that does not have any wetlands located on it. The building location has been chosen to respect a municipal recreation path partially located on the north side of the lot while also maximizing solar gain in reducing winter maintenance requirements on the south side of the building, where the majority of the pavement is proposed. Setting the front of the building further away from the street also will allow for improved landscpaping and aesthetics of the facility. Parking has been distributed along the periphery of the building so as to minimize walking distances for the manufacturing and front office employees. Delivery truck access has been isolated to the back half of the parcel. The ,pavement has been extended easterly toward the property line in a manner that maximizes ease of back-up maneuvering by the delivery/pick-up tractor trailers (i.e. drivers- looking over his%her left shoulder as opposed to right shoulder). Sensitivity to trucks accessing and leaving the facility shows up in the proposed entry drive intersection with Bowdoin Street. Bowdoin Street is not proposed to be extended at this time as the development of Lot 5 on the west side of the street has not been determined. The applicants would propose that the extension of this road be completed at the time that Lot 5 is developed. Water, sewer, electrical, telephone and cable stubs were previously installed to the west edge of the property line and will be extended into the site to service the proposed facility. 1 Ms. Cathyann LaRose Page 3 of 3 March 27,.2006 Stormwater management in the form of grass -lined treatment swales on the north side of the building and a wet pond detention. basin on the west side of the building will be used to conform with the peak flow requirements while providing greater treatment levels than that originally conceived in the originally issued stormwater permit for the,' Business Park. Stormwater flowing northerly in a large ditch located along the west edge of the parcel is proposed to be culverted and filled so as to provide adequate room for the proposed stormwater management facility. Please find attached a completed application and supporting plans for this proposed facility. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures: Six.(6) Full Size and 911" x 17" reduced Size Plan sets including: .Business 'ark Location Plan Site Plan on Orthophoto Building Isometric Elevation Building Floor Plan Photograph with 40' Building Height Mark Application (no fee). cc: P. Denny (w/ enclosures) D. Leban (wl enclosures) M. Lawrence (w/+enclosures) D. Cameron (w/ enclosures) \\Dave11 LeN0 l MLaRo"etchmpd Page 1 of 1 Betsy McDonough From: Betsy McDonough [emcdonough@sburl.com] Sent: Monday, April 17, 2006 9:06 AM F9 RIECON To: 'Dave Marshall' Subject: Super Temp Staff Comments Hi Dave — Attached are the staff comments to the Board regarding the Super Temp project. Please let us know if you have any questions. Betsy Betsy McDonough South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 (802)846-4106 4/17/2006 I CAVIL EINGII IEERII Ir A_*S',S0rIAAft:.1,, lilr�. 928 Falls Road P.O. Box 485 Shelburne, `'T 05482 March 23, 2006 Mr. Brian Searles, Airport Manager 1200 Airport Drive, Box 1 South Burlington, VT 05403 Re: Meadowland Business Park - Lot 6 Super -Temp Wire and Cable Dear Mr. Searles; Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com We are assisting Super -Temp Wire and Cable in locating a new manufacturing facility at the Meadowland Business Park off of Hinesburg Road. The City of South Burlington has asked for your review of the proposed structure height and its potential impacts on the "Airport Approach Cone" as identified in the City's Land Development Regulations. The top of the proposed building is at elevation 397 and will be located 6,400 feet from the south end of runwayl 5-33 (8320' x 150', Elevation 334). As this is well outside of the runway protection zone, and other buildings have been permitted within this immediate vicinity of the approach cone, we do not suspect that there is an issue. Nonetheless, we would appreciate your input on the acceptability of this proposed land use and building height within the Airport Approach Cone. Please find attached a copy of the City's Land Use Regulations Zoning Overlay Map in which the approach cone and building site is depicted. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosure: Overlay Map cc: P. Kenny (w/enclosure) K. Larose (w/enclosure) C \lLet\06113\SearlesApproachCone.wpd N, South Burlington, Vermont -4-t, Overlay Districts Map 5 5on�� t Town Boundary Roads Airport Approach Boundary Traffic Overlay District (� Balance of Restricted Roads - Zone 5 High Volume Roadway Segment - Zones 2,3, & 4 Major Intersections - Zone 1 .ty Center Design Review Overlay Districts [� DESIGN DISTRICT 1 DESIGN DISTRICT 2 oDESIGN DISTRICT 3 odpl a i n Overlay = 100 Yr. Floodplain Scenic View Protection Overlay Districts j DORSET PARK HINESBURG RD. - NORTH HINESBURG RD. - SOUTH SPEAR ST. - ALLEN RD. SPEAR ST. - OVERLOOK PARK SPEAR ST. - RIDGE 0 Bartlett Brook Overlay District ZONE D ifZONE E 11 ZONE C ZONE B r ec'-T- 11 5 ATE LEGEND -3ee - - EASTING CONTOUR PROPOSED CONTOUR - - — PROPERTY LINE ---------------------- EASEMENT LINE — — — — SETBACK LINE — —SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE — —ST STORM LINE — —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — — G GAS LINE — DRAINAGE SWALE ® SEWER MANHOLE ® STORM MANHOLE ( HYDRANT e SHUT-OFF 0 POWER POLE ® CATCH BASIN oe UGHT POLE O a ® DECIDUOUS TREE C CONIFEROUS TREE ry-y,y� EDGE OF BRUSH/WOODS F �r I p M0R _ III p sT ppROCH CONE SOUTHERLY EDGE OF, �� DIMENSIONAL SUMMARY ZONING DISTRICT. • INDUSTRIAL OPEN SPACE DISTRICT RE 'D. EXIST. PROPOSED FUTURE PARKING LOT AREA 3.0 AC. 3.29 AC. 3.29 AC. 3.29 AC. (143,436 SF) LOTFRONTAGE NONE 260 260 260 FRONT SETBACK 50, - 218.9' 218.9' SIDE SETBACK 35' 36. V 36.1' REAR SETBACK 50, t 113' :113' BUILD. COVERAGE 30% 0 19.2% 19.2% LOT COVERAGE 50% 0 41.8% 43.0% FRONT YARD COVERAGE 30% - 11.1 % 11.1 % *Existing coverage calculations based upon proposed subdivision line GENERAL NOTES' 1 Ublxies shown do not purport to constitute or represent NI utilities located upon or adjacent to the surveyed promises Exiting utility locations are appnldmat. only The Contractor shell field vertty, all utility conflicts NI discrepancies shall be reported to the Engineer The Contractor shall contact Dig Safe (666344-7233) prior to any construction 2 All emoting ubllhes not Incorporated into the final design shall be removed or abandoned .s Indicated on the plans or directed by the Engineer 3 The Contractor shall montam as-bultl plans (with ties) for all underground utilities Those plans shell be submitted to the Owner at the complatlon of the project 4 The Contractor .hell mpaldn stas all disturbed areas (on 0 off On age) as a direct or Indirect result tithe construction 5 All grossed arese Shall be maintained until full vegetation Is established 6 Maintain all Vass outside of construction limits 7 The Contractor Shan be responsible for all work necessary for complete and operable facilities and uUIW- s If the building ISto be spnnklarad, becidlow prevention Nall be provided in accordance with AW WA M14 Th. Site Contractor shall construct the water line to two feet above the Homed floor. Sao mechanical plans for gear debts 9 The Contractor shall submit shop drowinge for all Items and materials Incorporated into the one work Work Mel not begin on any dam until shop drawing approval is granted 10 In addition to the requirement& eel In these plans and Specifications. the Contractor shall cemplats the work in accordance with all permit conditions and any local Public Wales Standard. 11 The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0 1 feet 12 Any dewatering necessary for Ow completion of the o tework Shall be considered a pan of the —drat and shall be the Cadrector's responsibility 13 The Contractor shell coordlnete all work within Town Road R 0 W with Town suthaklao 14 The Contractor shell install 0fe electrical, cable and telephone serwcaa in accordance with the utility companies requirement. 15 Existing pavem.nt and five slumps to be removed shelf be disposed of at an approved off - aft. lonbon NI pavement age shall be made with a pavement Saw 16 If then are any conflict or Inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work Continues on the Item In question PLAN SHEET INDEX SHEET# DESCRIPTION SITE ENGINEER: -0� CIVIL ENGINEEMNG ASSOCIATES. INC. 10 bMFIELO VIEW LANE, SOUTH&MLMGTON, VT 05M s02-a6F2= FM a@JM-2221 w0. wwrceeKawn eorrlsaar DMrtt PBS cascatm DSM —Sov1D DSM OWNER/APPLICANT: SUPER -TEMP REALTY, LLC PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT C1.0 SITE DESCRIPTION PLAN C2.0 SITE IMPROVEMENTS PLAN e9 C2.1 BUILDING PROFILE VIEWS 1 „6 C3.0 SITE GRADING AND DRAINAGE PLAN c C4.0 SITE UTILITY PLAN vr+aecr C5.0 SITE LIGHTING PLAN C6.0 SITE DETAILS C6.1 UTILITY DETAILS C6.2 UTILITY DETAILS C7.0 EPSC SITE PLAN LOCATION MAP C7.1 EROSION CONTROL DETAILS 1- - 20W & SPECIFICATIONS con cacasD asvfxion C8.0-8.3 SPECIFICATIONS L 1 LANDSCAPE PLAN L2 LANDSCRE/(7VM PARKING TABULATION(LIGHTMANUFACTURI ICAT©OR Burlington RE 'D. PROPOSED .5 PER 1,000 SF 27,570 SF / 1000 x .5= 14 SPACES PLUS 1 SPACE PLUS 1 PER EMPLOYEE=17 PER EMPLOYEE 18.1 % WAIVER= (31-5) =26 SPACES TOTAL PROVIDED = 26 SPACES SITE LOCATION PLAN MTL DMMG IlfMea NOV., 2013 sous 1"=200' C1 .0 robot. No. 06113 EMERGENCY SPILLWAY LINED WITH TYPE II STONE INV=549 0 POND BERM, S MIN TOP WIDTH, TOP ELEV -5495 EXISTING STONE LINED SWALE — — — — IXST TEMP — - - TURNAROUND \ --- IT — —T— I I I PROPOSED STORMWATER DETENTION POND I 1 WET ELEV.= 345.0' I I I NI I T I of / I PROPOSED FREESTANDING SIGN TTY�1JE�� TO BE DESIGNED INACCORLMNCE '� I� I O CHANNEL E WRN THE FTIYOFS01f1H BURLINGTON 1 SIGN ORDINANCE !T1 fi yYv i• I F — -- -- e-oww • � II a � � I " I I I I 1 I 1/0 ZONING DISTRICT SURLINGTON PROPERTIES, LTD CIO DAN KALMAN PO BOX9210 SO BURLINGTON, VTOUM 20' WIDE RECREATION PATH EASEMENT — — 20' .s • �—_ mow— Y W —� — � 9 � 1V I ,\ _ I ';W.* r��• '��,y�i' «�-I GPT PROPERTIES TRUST W I LLJ O I 1 1 �j��. •�ti..- F cn f 0 I lit1III .. <•.�, •- r . IOv I II1111 1111 1 1 m lit _ _I^t^1, 111111 II11,1 I � \ �s , .•,�'�� GRAPHIC SCALE ao •c u s w Ix � — II. I I 1 Ilvi��/ 1 I y, -. t•. �ry� ^�3sl' r >• 1 Inch . BO TI. I I 1 r1O WIDE CONC SIDEWALK — 550�04— —� —_---- SUPERTEMP REALTY, LLC V WIDE CONIC SIDEWALK � TRANSFORMER PAD PROPOSED BICYCLE RACK LOCATION CONC RETAINING WALL WITH HAND RAIL ON TOP S WIDE CONC SIDEW" PROPOSED BUILDING 27,570 S.F. F.F. ELEV=357.5 PARKING , MIA FURI7E PARKING LOTIAYOUT (5 SPACES) SNOW STORAGEAREA (rYP) I IRELAND, SCOTTD. 6 STEPHEND. P.O. BOX 9210 SO. BURLINGTON, VT 05407 1 PROPOSED PARKING SPACES (3) PROPOSED PARKING SPACES (10) I 1 1 1 q 1 I F 0 11 I I I, 1 -j— —3117i5 S. . j PARKING DRNEWAY 550.00' 1 1 I WIDE CONC S WIDE CONC _ PROPOSED 1ZX 21' CO RETE I SIDEWALK SIDEWALK o DUMPSTER PAD AND ROVED 'f SCREENED ENCLOSUR PROPOSED PARKIND 1 SPACES($) -PROPOSED PARKING, - CONC. RETAINING 1 SPACES (S) WALL WITH HANDRAIL I A'^"•.;; `t ON TOP ; 1 SITE ENGINEER: f CIVIL ENGINEEEING ASSOCIATES. INC. SOUR &AMGMN, Vr o5a b2 2= FAX w2J/I-2211 MM rFwor-H.aam DM11N PBS DSM MT1101Lp DSM OWNER/APPLICANT SUPER -TEMP REALTY, LLC PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT SITE IMPROVEMENT PLAN MIT UMTIIIG Nmon NOV., 2013 Irv-30 C2.0 na. No. 06113 400 390 380 370 360 350 ELEV. 340 7 PROPOSED GRADE r 1 - --- - - ---- -PROPOSED STQRNIWkT-ER POND 16.0, O1.111 --- - - - -- - � --- -- - - - o - - - --- -- -- -- _ - i ELEV _ _384.1 I IIIIIIII I 11:111- ITFil-- - - - -- __ - Z FRO TOP OF BUILDING a TO EXISTING GRADE= 43.5' o ir a � OI h C-) h EXISTING GRADE a:) v � 0) C C Ui lC K ci H 0) O � m O-) � m V) � M M � J 100100 101 +00 102+00 103+00 104+00 105+00 SOUTH ELEVATION SCALE 1" = 217 PROFILE- 3935'+5 a' PER 1000' HINESBURG ROAD -NORTH NEW PROTECTION ZONE BASELINE - ELEV 3935' EXISTING GRADE THOMPSON STREET NEW PROTECTION ZONE ELEV-4135' EXISTING STORMWATER BOWOOIN STREET BUILDING MA% ELEV-400 ELEV. DETENTION POND 400 3B0 - - - - �__-- = —„— - - - 1 - - - - ------_= -- - - - - - - TT1____ - - — ------ 4 - -- - 3E00 -- - - - - - - ___ - 340 - - - __ 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00 PROFlLE BEGINS AT CENTERLINE PROPOSED BUILDING OF HINESBURG RD (RTE 116) VIEW PROTECTION ZONE ELEVATION SCALE 1" = 125' SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES. INC. 10MANSRELDV,EW1ANE SOUiHEURLWOTON, Vr OW O4JM-?]2a AM. f02M 11 wD ,rwworatmm F(fIRR iflf - 4l1 Ia9Rf DRA- PBS CaC= DSM Ar m DSM OWNER/APPLICANT: SUPER —TEMP REALTY, LLC PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT W. A 1 p LOCATION MAP ,• - z000 MTi mcm fRYL90N PROPOSED BUILDING ELEVATION VIEWS M'R aMRNC N1nan NOV., 2013 ar•.. AS SHOWN C2.1 rem. NO. 06113 LEGEND J GRAPHIC SCALE ExISTINC CONTOUR SEWER MANHOLE r +s 350 PROPOSED CONTOOR Q STORM MANHOLE I'. — — — — APPROkIMATE PROPFRTY LINE HYDRANT ( IN ym n J_ — — — — APPR071MATE SETBACK LINE rr SHUT-OFF 4 O • IRON ROD/PIPE FOUND/SET 0 O CATCH BASIN I ❑ CONCRETE MONUMENT LIGHT POLE 1/0 ZONING DISTRICT - BURLINGTON PROPERTIES, LTD J — — W WATER LINE DECIDUOUS TREE CIO DAN KALAIAN — —UE UNDERGROUND ELECTRIC - CONIFEROUS FREE PO B SO BURLINGTON, VT 05I03 I -- — T TELFPHONF IINE iYWVY� FDGE OF BPIJ,H/WOODS 20' WIDE , 1 — — G GAS LINE DRAINAGE SWALE RECREATION; PATH - — —ST `,TORM ORAINACF I INF PROJECT BENCHMARK EASEMENT- t INV OUT=341 A 1 ° _' RIM=3 .3 — _ : (5 SPACES) TOP WIDTH. TOP INV =3N 0 EX CULVERT INLET gLEV -3IY 5 — — R 550'0� — 356 - _ I SN( YSTORAGEAREA (FYP) INV =341.8 _ 20 �' S{ IXIS7ING STONE LINED SWALE Mfix C 3I3 ° — 3h�--��—' -- -�� _ 3 3�7 D Q IRELAND, SCOTT D. d STERNER D. _ I (ir S) INV. IN=3I0 5 — (2I• E) INV� 33" — — — — — �— P.O. BOX 9Z 10 _ — -w �Nv ouT-33° e _ — / SO. BURLINGTON, VT. 05407 CUP END SECTION _ EXIST TEMP — _ _ - r • t 1 INV =339 12 — T TURNAROUND IXCB I _ _ — _ — RIM-313 a ;YL PROPOSED PMKIIVG (2I' E) INV IN=339 e T N SPACES (S) (2I•W)INV OUT=33°5 - -- — 21 (I S)INV=3I0, — I $ED BUILDING 1� SUPERTEMP PROPOSED iO REALTY, L4C 27,570 S.F. 3575 1 I°D -� ELEV=357.5 1 ( I F.F. 357.D M I FWIDE CONC, �.• 1 l yDEAIA'K NEW CB •_ PROPOSED PARKING RAW-S0.7.5 TW 357.5 ' I SPACES (,0) ` INV. IN-30I 57 PROPOSED STORMWATER I I 1 INV. OUT-34L7 1 I DETENTION POND TM 357. 1 WET ELEV - 346 0 I I O I • - -,36t •q .5 1 NEW IW HOPE PROPOSED FREESTANDING SIGN O TyI1E II SI E _ - TO BE DESIGNED IN ACCORDANCE I OI CLNELG •�� INV =3577 WITH THE CRY OF SOUTH BURLINOTON I y SION ORDINANCE I 1 / 1♦ I - ; • 353 G i ik INV-3573 EX Ca PRO_ 1 RIM=3I5 0 WN)INV IN=3I21 ew xG yV°'.7 ---_ 1--.i(1�i5 $.. (12-E)IN. OUT-3+1.3 5. H _ js PARKING PhWWAY IXCB RIM-3H ° OrS)INVIN-3110 (4 S) INV IN-342 3 I �- �'� - I 1 `•, (12- WIINV IN-341.1 I 1 I - � 550.00' (Ir N) WV OUT=3I7 0 I I NEW CB A6 CONC RETAINING Q WIDE CONC C WIDE CONCH PROPOSED 12K 21' CO CRETE - RIM-3I55 I TRANSFORMER WALL WITH HAND SIDEWALK SIDEWALK '�y, DUMPSTER PAD AND ROVED I INV =3I21'RAIL ON TOP NEW CB III.,SCREENED ENCLOSUR NEW CB PROPOSED PARING' NEW CB N1 ® I PROPOSED 5 WIDE CONC. BICYCLE RACK ',SIDEWALK INV. IN=3II a SPACES 1y 11, 1 , OU I.I 1 I, LQCAnoN INV. OUL-3//.e NNY, our=350I 1 PROPOSED PARKING PROib3EGPARKINO - CONC. RETAINING I . I ❑ I I :e 0•j10PE WI FES was SPACES(31 WALL WITH HANDRAIL I , n; - ;'-�y�",r•. TYPE: STONE OUTFALL (2TLANOIGIPSPACES) ryON TOP IVV 3I1L6 NEW CS I3 RMl=35I7 1 FW TCIRMWA s,Eaf„t y"Wj W..94(N)-3u7 1 ymi INV IN (NW)=3504 GPTPROPERTIES INvour=3,Ie TRUST WLu 1 Imo-' �"x,..,,.�t-w p ���' ^.�:' ",`e ;> ,. ; • .,,.�< .w a�Y�T I � � I '/")` --`\ +i i7-_ JI a , du+,F„ �•yr'1}� ,1�i`'p. '� W 'r ...� 1 I Z I ( ^�' .''''ti - ', •� an, I I Q I III II II III §, } -.,ri �. F., ..,i •^.!- r ; k;3ry�I 1 Lq 0 Q - � I I I� ^ ;'��.7'4FY=� �' r�+' ;E•�E'`•��,r "�h''� � • � �e^`.r; A{"q a_: ,;"'kk"T� ' S','"�� 1 f _ I 1 III III � �'L'�4 �•;ytl<'`'�'' 111i', iitt: ''`- :�,�ti..�.�.i�,7"��M �, III II � � c w .�M ,'. a'''�", �,,. ;.�'::a;, ;i'' ,•,`.`za � J . ' _ - . 1 I I I.I � ) ( T<f y.- 9 . • �� y* n,.y„n ry��,..'.."^.. ."V,�y� yy_ yl'.�N��,�_ _ � - _--. � . - - _ _ _ _ _ _ _ _ lit 1 I it, I I1 V/�/ 1 i i' ,r 'i, M � Y� 7 L•fi.� ____'+ i��k� ���, ,-.^lay�j,jjM1�'" .'h^r 'F �'Y'� __ - ___ __ __ _ __ 1 I o i,y _ .,.C'i��M; ':'�>:..�_ b�3`",... - _i.i,".;;rz;�" ui.' ">3� � � •• }... y'la'-i' UR 2i'- ah., �. �,A�•.+.{�" Sr'�:.. — ,.--- T' ` t SITE ENGINEER: f CIVIL ENGINEERING N1550CIATEb. INC. 10AMMMElD VIEWLAIIE, SOUTHSURLINGTOµ lT 051W wzn�-zna rwc .azAe1-n>t we .m.w.-k�w. - nam •emrm 01uw3 PBS cn® DSM am— DSM OWNER/APPLICANT: SUPER -TEMP REALTY, LLC PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT ru LOCATION MAP ,• = 2000 >•n cac� unmatt SITE GRADING AND DRAINAGE PLAN DAn DM"G INIOmI NOV., 2013 3 1"=30' C3.0 —I. no. 06113 I I 20' WIDE I RECREATION PATH I EASEMENT _ — _I 6 aF 20—� _ ——-----_ll 1! 1 ----- - YEr a�a aLwan N _ � SUPERTEMP PROPOSED BUILDING II' I I a� REALTY, LLc 570 S.F. — i — —�— 11IF.F. ELEV=357.5 I `I�I11� `' h iia I ;� r•� �.�I( I. I I I 6k I I 1 I I I I F, •.a '�. m I Yi / 'I1�, NEW SEWER CLEANOUT /3 INVI -354.1 RIM PROPOSED STORMWATER DETENTION POND _ _ -t—I I I "I' •• �" 1 WET ELEV.- 346�0 _ — — — — I 1 / Ewd'1.1 _ � �"' 1 ! I F/ it dTI I �' v aervc II I / O 111 I1i_i jam, '— K o HTVAYT iuITT ,wacv-awe r vuve I - II iI, �� ORMEA VAULT (Tx13', — _ ��� FY FROM GMP) LOCATED __— --•1-- I W I • a n oar IN. 5'FROM�UY�MP""—' t _ _T Ewa mu=R AT II I I I I ( UTIUTY CONDUITS TO BE CONCRETE ENCASED CROSSING S.9F11 Y_ �Y- / —e GPT PROPERTIES I TRUST III III#, �' 'r of xun •�e INV T >•' Qf r 0.1. vTd !]INOE I .• f M/ CAI TIANaT ROOF .l' Nv AT air-a1a1�Ine _ I r wi f vALac I I - ETC NEVtTSEWEF ETC EW SEWER CLEANOUT p py�W!, 351.3 RIM-3".5 CS R35 PI'W v�SVFS'3 i IN V.� lL7d! GRAPHIC SCALE """ N nA ni iwr ea ao a w as �o iee 1t � ml. OF FEET 1 Inoh - 50 tL 1 1 UNDER PARKING LOT CLEANOUT #2 NOTES Water Service Installation Note: All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District and the City of South Burlington. Details should be modified to the above reference specifications. 1. Utility locations and inverts should be field verified by the ontractor. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe 888-344-7233 prior to any construction. " °a 2. All water installation work and water distribution material must comply with the *CWD ," H Specifications". Details for this project must be the some as those within the above ' referenced CWD Specifications. 3. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate q-' thermal expansion system In compliance with the Ordinance for the Control of Cross Connections Within the Water System of the City of South Burlingtonhenceforth the "backflow Ordinance." Please contact the South Burlington Water Department for more information on backflow protection devices. 4. CWD Specifications state that no water lines shall be Installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. iltif, leis: *•;;i` 5. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a " Department approved equal grip ring. 6. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Trees shall m= not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 7. Separations between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 8. Prior to any building construction, the building contractor should contact the South Burlington Water Department to discuss City of South Burlington requirements for meter sizing, meter settings, and backflow protections. 9. The South Burlington Water Department shall be notified prior to backfilling to inspect all joints, fittings, main line tops, appurtenances, water line crossings, and testing. SITE ENGINEER: C CIVIL ENGINEERING ASSOCIATES INC. 101,141WHELDVIEWIAW, SOUIH&MI.INGMn, VT ow tl2M =I FAX �TYr1 N.e --.— PBS ate® DSM D M OWNER/APPLICANT SUPER —TEMP REALTY, LLC PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT LOCATION MAP SITE UTILITY PLAN wre YIIAIIdG mmv NOV., 2013 1�-- 30' C4.0 rnor eo. 06113 Schedule of Fixtures and Poles Type Mar nl foct-air r,ara ny Noma- Wllog, Wutlage Initial B-U-C. Co 4-1 Fi-h Quantity Toto L--ns To al Waltage Alternate Mfr & M-1 L�r-ie^s Ratra Al Vc Grow Edison Cl TQN-AA-C1-L'1U-F1-T3-R Jni,a,- 51 3,858 B1-UO-Sl D-1, 1, Ocwn Specfy 4 15,432 204 Beacon Vf-S 12NB-50 44-T3-UNJ- 120 277 phat-an-r from ECRU RA (specify lurninaire finish and receploc e stds phc lasensar vo tag.) A2 VcGraw Edison CIION-AA-0I-IID-F1-f4-2 urn e�sa 51 3,6b9 R"-iin-Gi Dusk in Gawp Specify 3 11,007 'S3 Beacon VP-S 22NB-5C 4K-T1-UNV- 1_^0-777 ono Lase nsor from ECRU ZA (specify lurninane finish and recept- e lids photos.. car vo tage) Round Arum lopes Straight round cism rim Tide Sper if 7 Alternates only if approved by hghhnc Pole (far Al & B No Al cy 606 5- 16 1 r'or-i designer A2) Coat f inish, Mfr #'RSA18C5-4 stds Specify _o or For rnounlinq on 2' 0" AFG Precast aa—dr a brio n/ (4) 3.1, steel anchor bolts B McCraw Edison Impact EiLa LED Sma Un 77 27 1,958 Integra o,:ttan 1"'ufy 6 11,988 162 Beacon Traverse dawn -light 741 -24NB- irapamid 120-217 ,,at., nsor '1 b'n 27-�K-T3-UNv-EEC (specify lumi no re IST-f301-I LD-11-�11 '-BL-E stds finish and photosensor vcllage) -- „ I+• " '° ' 1 ,. +• " ,. +• BUILDING •' \' i ,.I„ „ " 1 ,. +• „ 1 ,. " " ,. PROPOSED „ ►,. ,. 27,570 S.F. F.F. ELEV=357.5 • I ,t, ,'. „I `, ,. O ', e. i '„ „ „ ,. " " '\, '\, '„ L ' " " '' \, Lt L L, ,• ,.. , ,. L' „ 4 \, ,. L, „ L, , 11„ „ ,.. . ,. I„ " „ I +, \, . L.I + „ '• „ " „ ,. L• L' L, L. y \. Y L' \• \,-L. '-�A• " vJ ,a ,, 1. 1+' '• , �. „ 1 '• „ +_ " ' I , ,. +• " " „ FY FR01/ TEN 4 t ,� v ,., " +a ,., \, ,., +• \' L' ,. +• " " ' „ \, I'' ,„ „ '„1 + „ +• -- ��' `_�_MNL 9�FRU�1 t,^\, +� ,• „ +' L. L• " \' \' ' „ ,. , „ +„ u „ „ , ' ' ��,�„� ,� "ti +, ,• „ ,. ,. „ mot, ,. 1 ., „ „ +, " " r�.,�.r ,• unuTy CONDI/�E ,. +• '• " + '„ '�• „ „ +• ' ' + , „�t� I CPNCREIE'EN ASED CROSSING UNDER PA, RKl �G LQr v '• " S TT ETC 1 FTC „ +• „ „ ,• 1 , GRAPHIC SCALE I ( III ,r� �:'i;�;� �, .',�,, .-a.=,' *•''+;,,v.'� .,�l,c; I IN 1 11 I III :!�. _ is .,., _ ..� "+2,�'1•'�,,• >'+ s.L�-, � � :`-�:, 5 I I I III •, ro � •i', k��,v:,.. 't+ �e ;,. ,; - a , C1'. �Iti �;� n ' 1 III I �' m� l ='"',` , .t:�' 1`p �„ i'!.',-�..,...":.u.e ai-`.�, 1, •, a„'r� rElff o 1 h,oh 30 IR I I I I I I III � \ �� ;'� .jrA W,'in i.', +, '• 1 SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES. INC. IO KWIFID WEII IE, SOUTH EIMIINOTON, WOO hail-- FAIL �1 „M wwwc..-,xmm carmen 0 — - - — mm�m on" PBS c� DSM .vrnovm DSM OWNER/APPLICANT: SUPER -TEMP REALTY, LLC PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT LOCATION MAP 1' = 20oO SITE LIGHTING PLAN DITT NM1rpG Nunn NOV., 2013 31 =30' C5.0 .no No 06113 �4"x6" P T POST PLAN EXISTING GROUND SIDEWALK WIDTH AS SHOWN ON PLANS EXISTIN2' GRADE G (MIN) -- _ _ _ II -•--- 2 1 - 1� -- - ----� �p_c_ SEE GRADING PUN ------- MIN 5" CONCRETE SIDEWALK g�PLIAN ---- MIN. PROVIDE 4" T OPSOIL AND GRASS COVER ' �\�' TO BE USED PRIMARILY TO SLOPE EXCEED (CONSERVATION MIX) INSTALL EROSION CONTROL MATTING IN i o°a°o� ��°o°o°ococ°°° °c n°o°o n°°° \/�/ o`°'u`'o 0'0° "°\/\\ °//\/ 5S DITCHES WHERE SHOWN ON\i� ��\ 0 0 °� o°o°o oQo°o°o 0 o ola �, SWPPP SITE PLANS, AND AS NECESSARY. STAPLE AS PER MANUFACTURERS SPECIFICATIONS � / \\�\�i \ \�� } STABILIZATION STONE FILL FABRIC 6• 8" GRAVEL SUBBASE 8• TYPE I, 1'—O" THICK MIN GRASS LINED SWALE L TYPE II, 2'-0" THICK MIN UNDISTURBED SOIL OR APPROVED N.T.S. COMPACTED GRANULAR FILL NOTES' STONE LINED DITCH NTS 1/2"GALV. CARRIAGE BOLTS OR 3/4"x4 1/2" LONG GALV LAG BOLTS rSCREEN BOARD 2"x6" P.T. GIRTS I OR OTHER MATERIAL (TYP.i AC PER (1WNERC R-11E1T ONE u SHED POST G; CRUSHED '11-141 IF AD CONCRETE FILL AROUND POST POST 1-2" 0 G. OR LESS 7-7 0.0 aR LESS 1. EXPANSION JOINTS SHALL BE PLACED EVERY 20' AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL N.T.S. 3 1/4" BITUMINOUS CONCRETE PAVEMENT. 1 1/4" TYPE IV FINISH COURSE 2" TYPE II BASE COURSE 12 BANK RUN GRAVEL OR 12" CRUSHED GRAVEL COARSE A0T SPEC. ]04.04 ACT SPEC. 704.05 _—COMPACTED SU13GRADE�� STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL PARKING LOT SECTION (FOR AREAS WITH NO TRUCK MOVEMENTS) N.T.S DUMPSTER ENCLOSURE N.T.S. 4" BITUMINOUS CONCRETE PAVEMENT: 1 1/4" TYPE III FINISH COURSE 2 3/4" TYPE II BASE COURSE INSTALL HANDRAIL WHERE WALL IS OVER 18" HIGH 3 12' CRUSHED GRAVEL FINE A0T SPEC. 704.05 `o'u�uouoo�u�a� E �\N a 10 ?7 12• BANK RUN GRAVEL OR 12" CRUSHED GRAVEL COARSE 1" CHAMFER (TYP) FINISH GRADE _ 12• AO7 SPEC. 704.04 ACT SPEC 70405 _—COMPACTED SUBGRADE---_ 3• _- 2" METAL SLEEVE ( EMBEDMENT) TYPE II �� ` %� STABWZATION FABRIC MIRAFI OP (OPTIONAL) STONE FILL 500X OR APPROVED EQUAL 0 EXPOSED CONCRETE WALL 2" CLEAR POND EMERGENCY SPILLWAY TYPICAL ROADWAY SECTION o SHALL HAVE A RUBBED SURFACE AS O 12" O.0 (FOR AREAS WHERE TRUCK MOVEMENTS OCCURS) �j A6 BARS O 12" O.C. N.7.5 N.T.S. �o TOP COURSE BITUMINOUS Z acc BACKFlLL w/ FREE DRAINING CONCRETE PAVEMENT CONCRETE OR a ^ c ^ c c GRANULAR BRICK PAVERS 1/Z" R 6" (SEE ARCH PLANS) ti a�°c MATERIAL BASE COURSE BITUMINOUS PAVEMENT ,7 o CONCRETE PAVEMENT 5" 7• ooUUo 6" 4" SDR 35 PERE. PVC TOP OF CURB (SEE PLAN FOR TYPE OF CURB ) °°° ^ °CRUSHED ° Jo,o„ `aF 3/4" WASHED STONE END TRANSITION WRAPPED W/ DRAINAGE SLOPE ,/��\• BANK RUN GRAVEL FABRIC BEGIN TRANSITION FACE OF SUB -BASE MATERIAL 0 1._2. 3._0. SLOPE CURB 2" 7 �1. 1 CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS - - WITH 1/8' JOINT BETWEEN SECTIONS 2 CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED 6'-0" EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL 9-A4 BARS 3" CLEAR A5 BARS O 12" 0 C. FINISHED GRADE OF CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). SPACED AS SHOWN 5'-p• ROAD PAVEMENT 3 ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. TRANSITION CURB RETAINING WALL SECTION N.T.S. CURB w/SIDEWALK DETAIL NITS N.T.S. MATCH DITCH CULVERT k END SECTION SECTION YN A -A TYPE 11 STONE FILL 3 —I 1 6. A TYPE II STONE < FILL (1'-0" MIN THICKNESS) CULVERT END SEC71ON A STABILIZATION FABRIC —]CONTINUE STONE MIRAFI 50OX OR FILL IF REQUIRED APPROVED EQUAL END SECTION DETAIL N.T.S. ,n ICONCRETE FLOOR SLAB CRUSHED GRAVEL SANG DYER STABILIZATION FABRIC —�-'�' 3/4" WASHED STONE MIRAFI 50OX OR 2' nIV APPROVED EQUAL MIN 4" PERFORATED PVC PIPE *SEE O PLANS FOR FILTER FABRIC MIRAFI INVERT ELEVATION 140NS OR APPROVED 18" MIN EQUAL FOR UNDERDRAI� *SLOPE ALL PIPE TO DRAIN O 1% MIN. TYPICAL UNDERDRAIN SECTION (BUILDING) N.T.S. PAVEMENT CRUSHED GRAVEL BANK RUN GRAVEL STABILIZATION FABRIC _ 3/4" WASHED STONE MIRAFI 50OX OR 2' APPROVED EQUAL MIN. 4' PERFORATED PVC PIPE *SEE O PLANS FOR FILTER FABRIC MIRAFI INVERT ELEVATION 140NS OR APPROVED L 8" MIN. EQUAL FOR UNDERDRAIN —T *SLOPE ALL PIPE TO DRAIN O 1% MIN. TYPICAL UNDERDRAIN SECTION (DRIVEWAY) N.T.S. SITE ENGINEER: -0 CIVIL ENGINEEIUNG ASSOCIATES. INC. 1014"REDVRTVLANE, WJTH8MLMTON, W 050 4@IE4-2= FAX M41J 2 l x.e wxw ar-D wm corrnrrr - DN111R PBS DSM A!llloVm DSM OWNER/APPLICANT: SUPER -TEMP REALTY, LLC PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT 1 LOCATION MAP SITE DETAILS n1Ti DNANDIc HD1Os11 NOV., 2013 1 = 30' C6.0 mol. No 06113 LEBARON FRAME & COVER LC256 TYPE C OR EQUAL ADJUST TO MEET FINISH GRADE - SET FRAME ON FULL MORTAR BED & SEAL JOINT CONE SECTION OR 4'e ADJUST TO GRADE WITH TRAFFIC COVER (HEAVY CONCRETE RISERS DUTY) FOR SHALLOW MANHOLES POLYPROPYLENE MANHOLE 24" STEPS O 8" O.C. WATERTIGHT JOINTS USING w + MASTIC OR RUBBER GASKET o 48" OR 60' w m N COAT EXTERIOR OF ENTIRE MANHOLE WITH A _ WATERTIGHT SEALANT (2 COATS) HOPE PIPE (SEE PLAN FOR SIZE) MP SEAL WITH HYDRAULIC CEMENT ##; MORTAR, OR GASKETED FLEXIBLE WATERTIGHT CONNECTION ,99 I MIN UNDISTURBED SOIL OR ROCK 6" 6" MIN. CRUSHED PRECAST CONCRETE OR STONE BEDDING POURED IN PLACE BASE SECTION TYPICAL STORM MANHOLE LEBARON LF248 24" x 24" CA GRATE w/3 FLANGED FRAME (OR APPROVED EQUAL) SET FRAME ON GRASS FULL MORTAR BED BITUMINOUS CONC. PAVEMENT (1/4'/FT -zl SLOPE MIN ) MAX.M PRECAST CONCRETE w/MONOLITHIC BASE GROUT) WATERTIGHT JOINT USING 1" MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND LIFT HOLES w/NON SHRINK TOPSOIL, RAKE, UNPAVED PAVED SEED & MULCH \ APPROVED BACKFILL ¢ o: THOROUGHLY COMPACTED 24" x 24' IN 8' LIFTS ADJUST TO GRADE WITH Lei c�i CONCRETE RISERS 2" OF RIGID INSULATION ? ? TO BE INSTALLED WHEREVER TA % MINIMUM COVER CANNOT 5ELo BE MAINTAINED & ALSO I D 2' APPROVED BY THE ENGINEER CAST -IN -PLACE Tn FLEXIBLE MH SLEEVES ,� PIPE HOPE OUTLET PIPE (SEE PLAN FOR SIZE) ,e• SUMP •. ^ T6" MIN. CRUSHED GRAVEL a' * PRECAST MANHOLE STRUCTURES -41I SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). TYPICAL CATCH BASIN N.T.S. CRASS 11 d L L PAVEMENT 4 i I I 111 W 1 I I 1 ni ll � --- THREADED SDR 35 PLUG w/ COUNTER SUNK SCREW CASTIRON VALVE CLEANOUT BOX BOX TOP SECTION INDEPENDENT w/COVER MARKED OF PIPE 'SEWER" 'F CLEANOUT TO BE INSTALLED UPSTREAM OF BEND(S) IN BUILDING SEWER(S) WHEN 8' SDR 35 PVC CHANGE IN PIPE DIRECTION EXCEEDS 45' WYE 45' (USE LONG SWEEP FITTINGS WHEN EXCEEDING 451 FLOW - 8" SDR 35 PVC CONCRETE CRADLE w/ 3 MIL POLYETHYLENE PLACED BETWEEN PIPE k CONCRETE TYPICAL CLEANOUT DETAIL N.T.S. WATER SEWER MINIML BETWE WATER SEWER THOROUGHLY COMPACTED BEDDING MATERIAL UNDISTURBED SOIL OR ROCK TYPICAL TRENCH DETAIL N.T.S. TOPSOIL, RAKE; SEED & MULCH o i APPROVED BACKFILL THOROUGHLY COMPACTED IN 6" LIFTS o x N WiAPPROVED In <[D-2 GRANULAR FILL THOROUGHLY COMPACTED IN 6' LIFTS HOPE STORM DRAIN PIPE 12 THOROUGHLY COMPACTED BEDDING MATERIAL NOTES: 1. Typical trench for water, sewer, and drainage pipe 2 Compaction of backfill and bedding shall be a minimum of 90% (95% under roadway surfaces) of maximum dry densityy determined In the standard proctor test (ASTM D698) 3. Bedding material shall not be placed on frozen subgrade 4. Approved bockfill shall not contain anZ stones more than 6" In largest dimension, 2 maximum diameter within 2' of the outside of the pipe, or any frozen, or organic material. 5. Trenches shall be completely dewatered prior to placing of pipe bedding material and kept dewatered during Installation of pipe and bockfill. 6 The sides of trenches 4' or more in depth entered by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H A. standards 7. Bedding material for wastewater lines shall consist of crushed stone or gravel with maximum size of 3/4" For water lines bedding material shall be and. Submit a sample to the Engineer for approval UNDISTURBED SOIL OR ROCK TYPICAL STORM TRENCH DETAIL N.T.S. NOTES- 1 AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE 2 IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 16' SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS 4 WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE WATER/SEWER CROSSING DETAIL N.T.S. NOTES: 1 Compaction of bockfill and bedding shall be a minimum of 90% (95X under roadway surfaces) of maximum dry density determined In the standard proctor test (ASTM D698). 2 Bedding material shall not be placed on frozen subgrade. 3. Approved bockfill shall not contain any stones more than 12" in largest dimension (6' in roadways, 2" maximum diameter within 2' of the outside of the pipe), or contain any frozen, wet, or organic material 4 Trenches shall be completely dewatered prior to placing of pipe bedding material and kept dewatered during Installation of pipe and backfll. 5 In trenches with unstable materials, trench bottom shall first be stabilized by placement of filter fabric then crushed stone (3/4" maximum). 6 The sides of trenches 4' or more in depth entered by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. 7 Bedding material shall consist of crushed stone, gravel or sand with a maximum size of 3/4' Submit a sample to the Engineer for approval. EFFECTIVE eUMED GATE VALVE MINIMUM ONE FULL eEMING AMA IE ((MOH OONCREIE NGTN OF HPE SUPPORT VALVf ! ANplpi RUG UNDIMMED UNp51Ula•EO SOL VALVE/DEAD END not[ REDUCER SOL t1 PLACE 3 MIL (MIN) T+ HI •. PDLYEE SHEET TUEEN AI.LCONCRETE THRUST AND PIPE AD/oNn ToPnwNT sOND UNaISTUfBEG 90', 45', 22 1/2', SOL TEE � p� OR 11 1 /4' BE}lD N + Nra MINIMUM AREA OF BEARING SURFACE OF GONG. THRUST BLOCKS 8-�0��+B�BB®�BB� mmmmmmmmM®D3mmmMMMMEB®' m m� m m m� m m m m m m m m m�� m m 4+a I�Ks51i1:7 mmmmm®®m®mm®mmmm�®�m4"�Wr,#'�'kla� m®mm®mmm®m®' ®' m�mm�3E�imi�li''#i'a?Stiillm THRUST BLOCK DETAILS N.T.S. SITE ENGINEER: C CIVIL ENGINEERING ASSOCIATES INC. 10HOMRELDWEWlANE, SOUTHBURLMTON VT OW �=S FM 1024".11 w, wnv cw.Kwm comlesr w1s - Au srGm szsssrsn D1uwn PBS c9sc® DSM Ansovm DSM OWNER/APPLICANT: SUPER -TEMP REALTY, LLC PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT 1 LOCATION MAP 1' = 20M I UTILITY DETAILS D1EE DMlID1G wUMep NOV., 2013 30' C6.1 PRW. NO. 06113 Y" VEI PLATE ANTI -VORTEX TRASH Yi • ROD AROUND - BASE OF VERTICAL RODS WATERTIGHT JOINT USING 1" MIN. WIDTH FLEXIBLE GASKET PROVIDE 12' MIN. COVER MALE ADAPTOR N1TH THREADED 349 OVER- -PVC PIPE_ CAP 2' • ORIFICE DRILLED THROUGH CAP AT INVERT RIM=348.3 348 - ---- - _ __ - _ - --- -_ 347 346.0 346 = + 345 - -- _- -_ - - -_ -_ - -- -4"-SCF-80 PVC 344.0 i i\i�\ a•,v"� ,� REVERSE SLOPE PIPE 344 - _I_ , .�. ,.ii SECURE PIPE TO 343 3430 CONCRETE ANCHOR �*OVAL _ _— CONCRETE ANCHOR 342 2'x2'xa" R.CE INN F-� MININ 2%2"HYi ANGLE, V-0" LONG, WELD TO VERTICAL PLATES, 6" TO EXTEND BELOW RACK Yi TOP INTO STRUCTURE (TO HOLD PLATE TRASH RACK OVER CENTER OF STRUCTURE) TYP- FOR 3 1/4" • ROD O 6" 0 C. 18' • HDPE 1 OUTLET PIPE 2%2"xY4' ANGLE, 0'-3' LONG, WELD TO BOTTOM OF VERTICAL PLATES. (HORIZONTAL LEG TO REST ON TOP OF STRUCTURE) TYPICAL FOR 3 PLAN Yi TOP PLATE SET FRAME ON FULL MORTAR BED h SEAL JOINT 3 12" 1 349 12" - - "�V�\x\`:� 348 I_ 24"• • 347 3460 _ - - - 346 - - - - - - - - 345 18" • HOPE - OUTLET PIPE 344 (SEE PLAN SHEET FOR -- 343.0 PIPE CONFIGAND URATION - 343 18"�— SUMP CAST -IN -PLACE FLEXIBLE MH SLEEVES 342 CRUSHED 3415 4`PRECAST MANHOLE STRUCTURES GRAVEL SHALL CONFORM TO ASTM SPEC PRECAST CONCRETE C478 (LATEST EDITION) w/MONOLITHIC BASE 'REFER TO SITE PLAN FOR ALL PIPE SIZES, LOCATIONS, AND INVERT ELEVATIONS WET POND OUTLET STRUCTURE SECTION SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES. INC, 101144WHE D NEINLWE, SOUTHBUR MTON, VT OM �ozaN-tag rAlc wean -an ..e .rro..rmm DN111N PBS cnc® DSM �reeovm DSM OWNER/APPLICANT: SUPER -TEMP REALTY, LLC PROJECT: NEW MANUFACTURING FACIUTY BOWDOIN STREET SOUTH BURLINGTON VERMONT W tr � LOCATION MAP T = 2000 DAR Cnc® NiYI®ON UTILITY DETAILS DAn DMIDNG IIIDI�G NOV., 2013 1"=30' C6.2 rm ND. 06113 SITE ENGINEER: CIVIL ENGIMEEkING ASSOCIATES. INC. 10WIMELDNEW LANE, SO11MBUR040TON, VT OM CDlYOWS PBS DSM STORMWATER 20' WIDE RECREATION, PATH DISCHARGE P O I N T, EASEMENT, DSM TURBIDITY SAMPLING OWNER/APPIJCANT: 359 SUPER -TEMP POINTTI NEWDMH#1 IRIM 3Q0 NV IN=341 9 POND OUFLETSTRUCT-URE \ REALTY, LLC INV OUT-341 8 RIM-348 3 INV =343 0 EXCULVERTINLET P EX CB INV -3418 20' A RIM=343 9 . ......... Cal, (IV S) INV IN=340 5 (24'E) INV tt= -TW 19J INV OUT-339 8 CMP END SECTION PROJECT: IXCB RIM -343 6 (2,r E) INWV iN=339 (2,r W1 I OU - 3 5 24 (4r"S)l =3407 13UILI)ING II NEW -I-hD1E - WM 0 — PROPOSE 27,570 S.F. .5 357.5 MANUFACTURING F.F. ELEV=357 357 FACILITY 7.0 BOWDOiN STREET 0 NEW CS #2 SOUTH BURLINGTON 357. VERMONT 355 1W. IN-3494 LI 1W. OUT-349 7 TW 357- 364 -L 35 IVEW 15'HDPE it 3IW-3577 4. 361 1 0 s2t INV -357 3 s(CB Rhu-345 0 (4- N) INV IN=342 I (12- E) INV OUT=3414 J.— EX C8 RJAf=344 (13• S) INV IN-341-0 (r S) 1W IN-342.3 EROSION CONTROL MATTING -341.1 w (12*I4)1NVW q 011p. (IV M WV OUT=Ml' NEW CB #5 RIM 345 5 0-1 .1 • NEW CO #4 INV 2 B INLET PROTECTION RIM 353 8 NEW CB #1 AND SILT SACK INV. W-341 6 RPA=354 8 INV. CUT-341 6 INK OUr=350 8 STONE CHICK DAM ❑ VtHDIREWIFE& TYPE u sTONE OuTFALL NW. -34&5 cryjw NEW CB #3 SILT FENCE GAOISS LINED SWAL9•W-364 7 F<w$T~A hW tN (N) -346 7 WV IN (NM=3604 FDM _�i" 7" INv OUT=348 6 �'j" JtAT,III ^. . . . . . 3f EPSC PLAN JAI NOV., 2013 J S- LP7�� IT, �z 4-1 GRAPHIC SCALE 1 I 30' C7 N FEEr I inch 30 ft .0 06113 Introduction This project „ subject to the terms and condition. of the authorization from the State of Vermont to discharge ,_naban related stormwater runoff Cowhage under the State Construction General Permit 3-9020 is required for any construction activity that disturbs 1 0 oI land, a ,s part of a larger development plan a,more will disturb 1 ar more acres Thu project has been deemed to qualify as a Low Risk Site which ,ublect to the erasion prevention and sediment control (EPSC) at., darda act for in the State of Vermon lb Law Risk Sit, Handbook k} F I PrVsntIon and Sediment Control The I .Ling narrative and implementation requirements represent the m,n,mu standard for which this wile a required to be maintained as regulated by the State of Vermont Any best management practice' (BMP's) depicted on the project" EPSC Site plan which gar beyond the Handbook requirements are consdered to be integral to the management of the site and represent components of the municipal EPSC approval for the project which arc be implemented The EPSC plan depicts one snap shot intime of the site All construction site. are fluid In their day to day exposures and risks as it relate, to minimizing sediment lose from the site It I. the responsibility of the Contractor to Implement the noeeeaary BMP'. to —ply with the Law Risk Handbook standard. ouilloed on this shost based on the Interim It. dlsturbanu conditions ,hi may or may net be shown on the EPSC St. Plop. Specifc BNP', which are critical to allowing the project to be considered a Low risk site include the items checked below • Maintain M laws 50 has d established vsgewhd Weerfor —anal s knwWalr hunafl •aMn wrdwdnp •rsWvlhh. wMeY! Umn ee amount d distaced eaM h two saw a Was at any an. ems orry• Therocatio lessee d dwbxb•tl esdh expownln The woad balm Iwmparye real slabinrf" wit, 11 waibd Tha puled w h eeewb leer Min nvo saes d sa vile m r,dlMlny higher than Ki,a17 • Limit he posd edl dl.wN•new to Ives Ywn Iwo sues wet, rlae•s groaner Own 5% This phaisd 1. asnalzed to disWrb up Is _ wares 1. Mark Site Boundaries Mark the slle boundaries to Identify the limit. of conalructlon Donnie frog your it, will help to fimil the a a of disturce, ban preserve ,,sting vegetation and limit erosion potential on the 'Ile How to comply Before beginning construction, walk the site boundaries and flag tree., post s,gn s, or install orange safely fence Fence a required an any boundary within 50 feet of o stream, lake, pond o wetland, unless the area Is already developed (existing roads, buddn gar, at. ) 2. Limit Disturbance Area PuPr ose Limit erosionthe amount or coil exposed at on. time to reduce the pte an bat erosion on rile Requirements 2e permitted disturbance area • specified anthe .Ile'' wntten lhorizatlon to discharge Only the a reoge listed an the authorization form may be exposed at any given time How ato comply Plan head d phase the construction activities to ensure that e than the permitted acreage „ disturbed at o e time Ba ,ure to pr.p.dy stabilize exposed each with load and mulch or thecontrol matting before beginning work In a new section of rite 3. Stabilize Construction Entrance Purpose A 'tabd,zed construction entrance help, remove mud from vehicle wheels to prevent frocking onto olreate Requirements If there will be any vehicle traffic off of the construction site, you must Inetall o stabilized construction entrance before construction begin, How to install Rock Size Lie• a mix of 1 to 4 inch atone Depth a Inch.. minimum Width 12 het minimum Length 40 feet minimum (or length of driveway, If shorter) Geotexhla Place filter cloth under aln growl bed Maintenance Redress with clean atone as required to keep sediment from tracking onto the street 4. Install Slit Fence Purpose Silt for— intercept runoff and allow suspended sediment to settle cut Require, ant' Silt fens must be Installed • r the downhill olds of the construction activities • lb-twostorm new nm any ditch, awale, er Inlet, or water, of the Stale and the dalurbed ..,I • Hay bolas mu.t net be ..ad as s.dlment barriers d.. to their ands to d.grada and fall apart Where tolace • Place It fence on the downhill edge of bare lint At the bottom of 'lopes, place rent, 10 feet downhill from Me end of the slop' (If space is awlla0ble • Ensure the ,It fence catch`, II runoff from bare all • Maximum drainage area Is X acre for 100 Poet of silt fence • In'lot sail fenoaf let fence on long hills to ionic, across the slope (not up and dawn hd151) • Inetall multiple row, reak up now • Do not Install ailt fence across ditches. channels, or streams or in stream buffer, How to install silt fence • Olga trench 6 Inches deep aor... the slope • Unroll allt fence along the trench • Ensure stakes are on the downhill side of the fence • Jon fencing by rolling the and .takes together • Dr!_ 'take. in against downhill aide of trench • Drive slake, until 16 Inches of fabric a in trench • Push fabric into bench, spread along bottom • Fill trench with soil and pack down Montenance • Remove .... mulaled sediment before A , halfway up the fin-ce • Ensure that silt fence a trenched in ground and there are no gap. 5. Divert Upland Runoff Purpose Diversion toms intercept runoff from abave the c natruction site and direct It a Lind the disturbed area This prevents clean water from becoming muddied with still from the c.nalruction ,its Requirements If stormwaler re. onto your site from up,lope a and your site meet` the following two conditions, you mu att Install o diversion berm before dhturbinq any ,till 1 You plan to have on or ore acres of l exposed at any e time (excluding ream ads) o 2 Average slope f the disturbed ore, is 20% or steeper How to install. 1 Compact the berm with a shovel or earth —moving equipment 2 Seed and mulch berm or cowr with erosion control matting edlateiy otter installation 3 Stabllo. the flow channel with 'sod and straw mulch orerosion control mattingLine the channel with 4 Inch chann.1slope to a alone If the s pe greoler than 20t 4 Ensure the berm drains to an outlet stabilized ed with nprop Enure that there a al roses at the outlet 5 or.. are co berm ale all reins, In place until the disturbed areas are completely stabilized 6. Slow Down Channelized Runoff Purpose Stan• check dome reduce erosion In drolnoge channels by slowing down the stormwaler flow Requirements If there is a concentrated flow (e g In o ditch or channel) of stormwaler on your site, then you must install stone check dame Hay bale. must not be used are check dams How to install Height No greater than 2 feel Center of d,m should be 9 Inches lower than the aide elevation Side slees 2 1 or%.ter Slane Use a lure of 2 to 9 inch stone Width Dame should span the width of the channel and extend up the mole, of the bank. Spacing Space the dam. ,o that the bottom (to,) of the upstream dam is at the elevation of the top (cre5t) of the down'tre.. dam Thu spacing a equal to the height of the check dam divided by the channel .lope Spacing (in feet) — Height of check dam (in het)/Slope ,n channel (ft//I) Maintenance Remove sed,mml a mulated behind the dam a ended to allow channel to dralnu through lh..ton. Check dam and prevent large flow, from carrying sediment over lh• dam II s,gri art curs between check dams, viz liner of .tone .hold be ntoccurs 7. Construct Permanent a ant Controls Purpose Permanent ter qualer treatment practicer are . and prod to maintain water quality, actor• groundwater ftaw., and prevent ,stands, In flooding Practibasins, an Include detention fill sand, and ,stands, Infiibae,n satin a and eto,mwat.r filler Requirements If the total Impervious• area on your site. an within the common plan of dewiopment, will be 1 or more acres, you must apply far a State Stormilaler Discharge Permit and construct permanent so —,I... tm.nt practice. an your ill. Th..e practice. must be in,t,ll,d before the c,n,tru,t,,n of any impervious surface. How to comply Contact the Vermont Slormwat,r Program and follow the requirement, in the Vermont Slormwaler Management Manual The Slo,=tsr Manage nt Manual „ avi at ww vtwa to, ..I,,y.,a/stormwater him •An imprvlaiie audit. 1,a m,,,ad. surf..., Including, but not I"'a tin, paved and unpaved r ,, padlna asram., driveway; and wdkway., k,m which pi,odpltolim runs tiff Otherthan Infltrata, B. Stabilize Exposed Soil Purpose Seeding and mulching, opplyng acontrol matting, and Iydro..aiding or. all method, to stabilize .,posed w,I Mulches and matting protect the sod surface while grass a establishing Requirements All or,,, or daturbanc, must haw temporary or permanent Vob,lzation within 7, 14, or 21 day. of initial disturbance, as ated in the projeat authorization After the time, any disturbance in the area must be stabdrzed at the end of each work day The following .,cVtlo,s apply • Stabilization a not required if earthwork „ to continue in the wlih,n the next 24 hour, and there a no precipitation for cast for the next 24 hours • Slabillza Uon is not required if the work Is occurring in salt—conlainad • motion (I• n outlet) with` depth of 2 feet or great,, (a g house foundation axco vain, utd hty then char.) All area, of disturbance must have permanent st,b,Ihzohon within 40 hours of reaching final grade How to comply Prepare bare I for seeding by grading the lop 3 to 6 inches of .oil and r.m.w,g any large rack, or debris Seeding Rate. for Temporary Stabilization April 15 — Sept 15 — — — Rywgraos (annual or perennial 20 lb,/.cr.) Sept 15 — April 15 — — — Winter ry, 120 Ibs/acre Seeding Rates for renal Stabilization Choose retie, oar •1 si.en.si CT•n.e team .c!'vie• •Lid _ , Lz ,.yy,� rErpvei • Mulching Rates April 15 — Sept 15 -- Hay or Straw 1 inch deep (1-2 bale./1000 a f ) Sept 15 — April 15 -- Hay or Straw 2 in deep (2-4 bal.,/1000 .f)E roa Control Matting As per manufacturer's Instructions Hydroseed As per m0 nufact...r's instructions 9. Winter Stabilization Purpose Managing construction ,tea to minimize erosion and prevent sediment loading of waters u a year—rourechallenge In Vermont, this challenge becomes even greater during the late fall, ,Inter, and early spring months Wi 'nter construction' as discussed here, describes the period between October 15 and April 15, when erosan prevention and sediment control a significantly more difficult Rams in late fall, thaws throughout the winter, and spring melt and rains can produce a,gn,ff,,nt flows over frozen and saturated ground, greatly increasing the potential for erosion Requirements for Winter Shutdown For those projects that will complete earth disturbance activit,ca prior to the Winter period (October 15). the following requirements List be adhered is 1 For ea to be t,bdrz,d by vegetation, seeding shall be completed no later than September 15 to ensure adequate growth and cover 2 If ...ding is at completed by September —Ve15, additional getative protection must be used to atabillze the site for the winter period This includes use of Erasion Control Matting or netting of a heavy mulch layer Seeding with winter rye Is racamm ended to allow for early germination during at spring conditions 3 Where mulch ,specified. apply roughly 2 inches with a 80-90% cover Mulch should be tracked in or st.bl, dnwith netting In open areas vulnerable to Wind Requirements for Winter Construction If construction activities involving earth disturbance continue past October 15 or begin before April 15, the fdiowng requirements List be adherca to 0, 1 Enlarged points, slobIIr d to provide for anow .lockpdh,g 2 Limits of disturbance moved or replaced to reflect boundary of winter work 3 A snow management plan prepared with adequate storage Edown and control of meltwater, requiring cleared slope of all a of disturbance and cut of slormwao, treatm ant structures 4 A minimum 25 fact buffer shall be maintained from perimeter controls such 'a sit fence 5 In areas of disturbance that drain to a water body within 100 feel, two rows of slit fence must be Installed along the contour 6 Dralnaq, structures must be kept rpm and I`— of .now and Ice dame 7 Silt fence and other practices requiring earth disturbance must be installed ahead of frozen ground s Mulch used for temporary'lab,I,zatron must be applied at double the standard rote, or a minimum of 3 ,riche, w,lh an 80-90% cover 9 To insure cover of disturbed .oil in advance of a mail .vent, of disturbed loll muol be stabilized at the and of each work day, with the following excepllone • If no prec,pdobon within 24 hour. is forecast and work will 'n the . me disturbed area within 24 hours, doily stabilization it not necessary • Disturbed or... that cllect and retain run,ff, such go house foundation, o utilitytrench` 10 Prior to stabilization anow or Ie must be removed to I... than 1 Inch thickness 11 Use stone to stabilize as eas such as the perimeter of buildings under constructionor where con,tru ction Vehicle traffic is an t,c,patad Slone paths should be 10 to 20 feel wide to accommodate wh,cuiar traffic 10. Stabilize Soil at Final Grade Purpose Stablllzing the ate with .Lid and mulch or erosion control matting when it r...has final grade i. the way to prevent erosion whir• construction continues Requirements Within 48 hour, of final grading, the e,p... d 'mI must be seeded and mulched or covered with er,,,,n control malting How to comply Bring the site or sections of the alto to final grade as ,an as possible after construction is ompleted This will reduce the need for additional sediment and erosion control measure, and will redo c. the total disturbed o For ...ding and mulching rates, follow the specifications under Rule e, Stabilizing Exposed Soil 11. Dewatering Activities Purpose Treat water pumped from dewatering activities ea that It Is clear When leaving the construction hie Requirements. Water from dewatering activities that flow, off of the construction site must be clear Water must not be pumped Into storm sewers, lakes, or wetlands unle.. the watt is clear How to comply Using .o,k filters or sediment filter bag, on dewalering d,charge hoses or pipe,, discharge water Into sill fence and ... rear installed in • vegetated a c way from waterway, Remove o mu toted sediment afterthe water has dispersed and stabilize the area with seed and mulch 12. Inspect Your Site PerformPurp e site ,nspecllu, to en • a that all sediment and erosion ontrol practices are functioning properly Regular inspection. and wantenance of practices will help to reduce costa and pr.lct ,ter quality Requirements: n.pect the site at least once every 7 days and aft., every rainfall or ilrawri that results In a discharge from the site Perform malntenance to ensure that practices are functioning according to the apearcatJan. outlined in this handbook In the event of a neecanMe sediment discharge from the crostructle, site, you muat take Immodlats action to Inspect and ma In existing areelon prevention and sediment control practices. Any Hslbly discolored stamwatr runoff to watars of the State must be repeated. Form. fa reporting dlm:h,rg« am gwgabls at: www.wtwatrqudlty."/stonnlvotr.htm ADE CONSTRUCTION FENCE DETAIL NTS PLASTIC ORANGE CONSTRUCTION FENCE END POINTS "A" MUST BE HIGHER 035 m/m OR FLATTER THAN THE FLOW LINE POINT "B" FLOW LINE SLOPE 75mm (3 n ) MIN COURSE ROCK A ll_A A FLOW . ' 60cm 7-{ (2 ft MAXIMUM) — - 1II7-1 -(}— —III-1 �TTI�I 1TI— 15cm TO 45cm MINIMUM DEPTH OF COURSE ROCK PLACED IN CHANNEL (05 TO 15 IT) ROCK SET IN 1Ccm FLOW LINE IS 15cm (0 5 It) DIFFERENCE (4 in MINIMUM) TRENCH SIDE VIEW FRONT VIEW DIVERSION RIDGE REQUIRED GREATER WHERE GRADE EXCEEDS 2% 2r� ROADWAY FILTER FABRIC SECTION A — A \ NOTE / SPILLWAY USE SANDBAGS SANDBAGS OR OR OTHER APPROVED METHODS CONTINUOUS BERM OF TO CHANNELIZE RUNOFF TO EQUIVALENT HEIGHT BASIN AS REQUIRED SUPPLY WATER TO WASH 1 / WHEELS IF NECESSARY 4 6 0 L J AO'llf a 3 A I A 2"-3" (50-75mm) < COURSE AGGREGATE 12' MIN o MIN 8" (150mm) THICK DIVERSION RIDGE 50' MIN. PLAN NOTES 1 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT 2 WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF—WAY 3 WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN WITH SEDIMENT TRAP OR SEDIMENT BASIN STABILIZED CONSTRUCTION ENTRANCE NTS POSTS 1 SET POSTS AND EXCAVATE A 4"X8" ANGLE 10' TRENCH, SET POST UPSLOPE FOR DOWNSLOPE STABILITY AND SELF CLEANING 100' iI 12 MIN 6'T. I- 3 ATTACH FILTER FABRIC TO THE WIRE FENCING FILTER AND EXTEND IT TO FABRIC THE TRENCH. 2 STAPLE THE WIRE MESH FENCING TO WIRE POSTS FENCING 4 STAPLE THE WIRE MESH FENCING TO END POSTS COMPACTE BACKFILL --1 —1 INFILTRATION SYSTEM SECTION NTS D-50 DOWNSTREAM FLOWLINE SLOPE OF STRUCTURE (m/m) OF ROCK 035 030 025 020 015 0.10 (MM) MAXIMUM WATER DEPTH OVER ROCK min 150 I30 36 41 50 66 100 ,r yyyes e YIN PLACE DOWNSTREAM STRUCTURE SUCH THAT POINT "B" IS APPROXIMATELY LEVEL WTH THE LOWEST GROUND ELEVATION OF THE UPSTREAM STRUCTURE STONE CHECK DAM STRUCTURE NTS. TEMPORARY SEEDING h MULCH OR NETTING SILT FENCE OR HAY BALES NSTALLED ON DOWNGRADIENT SIDE TEMPORARY STOCKPILE DETAIL NTS FILTER FABRIC TO BE POS MIRAFI 10OX OR APPROVED EQUAL 36" MIN Sf�ACING 2 X 2 WOOD 5" METAL POST x 10' 12" MIN —STEEL OR WOOD STAKES SEE CHART AT RIGHT 1 INSTALL MIRIFI ENVIROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN 2 INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE THIS INCLUDES ALL FILLED OR UNPROTECTED SLOPES CREATED DURING CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINAL PLANS CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE. REMOVE SEDIMENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE SILT FENCES ARE TO BE MAINTAINED UNTIL SLOPES ARE STABILIZED 3 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6", FOLDED AND STAPLED. SILT FENCE DETAIL NTS SITE ENGINEER: r_ CIYIL ENGINEEIRNG ASSOCIATES. III 10MANSHEID VIEw1ANE, SOURfeURUNGTON, IT 05M tlgJn4P'ga — —11 wase wwwd•- _ Dn" PBS mi DSM anal DSM OWNER/APPLICANT SUPER -TEMP REALTY, LLC PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT o•'s ceauD arnelon EROSION CONTROL DETAILS AND SPECIFICATIONS w's —a— NOV., 2013 SCAUlt 30' C7.0 slog no 06113 SECTION 02110 SITE CLEARING FART 1 -GENERAL 1" SUNNARY A SON. Include• 1 R-ov surface octal 2 Clwrb of pill IRA and Ones 3 Rtmm anew rd shrubs 4 R-m roof sywm dew and wane, PART 2-PRODUCTS Not used PART 3 - EXECUTION 3.01 PROTECTION A Pm ed WWes that ran m from damage B Probatnw, pl•nl growth, rd htmm d Wgn.1w ro nmrn u MN Nnawping C Plated Mnm Interim and twang sbuduna bon damage or d1op nc m.m D Uw mwm nwmmery to Pnwm dusia beming. nulunn to tin wto- bli., nalghb, and b other wok being parfnrmad on or nwer. wa E Mweein a-b IRA aM at.11 taw 3.02 cIFM1Wa A Qw era• mulnd lor..ao em site and sa cumm d Work B Remove crew and NSA, wMin acts. IN Indicated on tle Plen, Rove stump., most and top mob and other Mq S,Mma I or greater In dW.-b 2-0' Memo Me. -voted wlteble m M rw and 2'4' blow MI Ixpwed wbgnG m fill era. 3.03 REMOVAL A Romerve claims, malt, ash eAetrad pant w from sib B Th. Cordndand r wall ornw Work wM Me Englnw and Owner In t wlikil wbshl. vas wMln the Papaly limits for dopwMag debate, redo and xdeWd pant We The a Conctor shw Merwonelbl, for Msh pg ddMng (nppi g) a•ng Oil shw rime 3.04 UTILITIES A Cron lnme with way companies and agvtdu as required END OF SECTION 02110 SECTION 02010 MAINTENANCE AND PROTECTION OF TRAFFIC PART 1 - GENERAL 101 DESCRIPTION A The Carried. Neil melntrn MSc In Me project ere• to Me Satwdlon of ON C.- and Ma Eryawr ThN wovid yposy mow Iliow.l• •raw Gunton (1420 mInulw) ImwruYlona andfu"ydnumforedeg.InrrlwanNnemury AcwmabyanrrNnryvwkfaamust M wowed at any form, of iha clay The CamOdor will benpmr bMNsh, los"and W relocab wnnwzrhn Max• as aguind to poled 5e Mac, wgdeman and new work It shad be Me moresponsibilityr,IIIty dthe CmYwtr W Nees Me LaxWi l Agandle QNng notIIncad b wn ToMph-y Department police and Fin Decontrols) isinnod at least 72 hours In adwrhn ofm,aga In tr NC Indiana, duct to redudbri Ifpayernw W.Ms or dWeg of at Th. Contractor shall Supply. I"WI, member. wjue . mws, r•lecame. ten axe SO signs, wtably lighted brrindes, bilk cash One MRc dellrmlgrs. „nScx•xy to wry art Ma tnmc m ding plan rw msInWn wNwn and pedwan IrelAc Allathb wok ahall mW Me mulmhanb of lanl Agandem and M. Owner 5 no C. W.MII bmch,lght, xd m.InWn Ouch den a• may M tltreded,. mayM nerwwyfor ON Sufi muistbn, or twmnl.lw aMumb SON .ign. will b u wdn•a. May NMI bs adegWn hz MO mwftbl aahy.n wwhenn in come Tha asnbsclor eiau provde. Inch, nor mNmIn wi shi se, a bmwtlw, , ingwe vedo, mk, lo ne.., am dlnd.In omrro Map deg a lot, W and wMdr Mum upve mo mwpx. rm Tha Clori.d« may M mukad ro amplot, or Som may b and lain Nhx Sum mmmW roux Pe pnwutbmes Me Owner mryeland ors.mrye•nead.vepance damageork0uryte PWAN b No com u SaIr p atim Intl b mIMmM tih• Irhmrwnhnce and danger b IRA public by calm wnNmmm oP-tlane Tha Contractor wail confin, his wwpney of wbuc or MuwNE ways b tle wxllied shw wnPwble with Me alfirJw and call prlmm.r s of Me wale mm•mplatw by the wand C The CloMedbe or wail ovw and We, ell local .. alate I.w, lodlnenwne , ulwon. and Permits In rNwm to tle obe0uman of wsub ash feghwys, Mplag paax«-ys pw and prohmng Mumc where, Me, mry be Eerrger hen all metrumm amvtla D Suitable Ighted t rer• «Mnlwdas wail M enriched by Me Comb to and put up ON melanin at all tax dung lit night or d,ytma, xouw all pan ditches, banchx, ucev.tlmA w otMrwak pelwrN danNaw te trteRa Ouch MMotln shw be o dw or 2 Inch by 1 Ina rough lumber, •curry Kpp«ba and broceE 0least 3 tag high •ova 0e ground B•dwdee wrl M paced on w max arrtl Mroaghorrt m awn 1-0 Snd bra of all open dtrhw, branches, uwvwer , or Wwale which must be band b to genets public Sonlwdso shall NO Property calmed b Me uNgN lo of t In order tl. tomoutha high degree of mobility to vMlwin pdwtden befilo E Suitably lighted barrlcedu wall be dwn. as Mdndes N by SaYt- In amortlance WM M. puag.pl a aM.IlghYeg mw.S Oppnwl ey eI Owner In Ilw th•na Ra@h- shw to call Floaters xrn IspowrMp .assaatmb Imxmmlwdata.thn/hatrear to Such. FIWn shNl be pusher 0pn1.a, lane dk.d.e, •minted IIpM unlh winch shOl =d• Intemtw Spin bum TO to 120 fl 1 om par mwin Me wMe pared of light smlMnce The owning red Ns. Man z] ghmant d such anaR rycle, rasanilw d Itmpvalun a nMw AOM shw be yellomi In War sad Iw Man 12.pun Inches Th. dilwmbi.light Nil be blight -on b be conspic ously wI01e during Me Mum of duknw M a minimum eNbnw a IN far ism Me nn under ore Or move fractions. tin foregoing pmeMWml shw apply 10 degrees «anon to Me side, and 5 degree. . more •tam and brow Me PhotometlC ade F no Contactor shad imYall wd xpny, h Sun SNMMN units b Signs. Manholes. ash MISS, objects In shw numbs. and for Such lenghhe of tlm. Ss On muked W Me malmOnanm and probdlon dMu , m m M, Englnw my afar TM further wall be In Theratlm auInp a fawn . moo xwat.ne Inrio, nor asap paaaw a low ghoul The Contractor wall nhelnbin, tiNrab and pwg• bemWx ew n.Ylar, tlhwpnod M• IRA dine wnbea Shout t Contractor or No a plaes yaraging W we out and malnN n barricades or Ilghb. es nquhad In tees pwfiratarr, Me Owl Imm.wsly, md without notice, may f mlw, IMau rd mNnWn erricedw orNpw The-fromanyamaumdusortobecom.dwto f Com.dor under No mhMud In If MI over " Y openUwn «wwpaed y Me pabra abed lo Interim or Mt unworn wash. over any Munmw brig maintained tar M. cmMum. shw Interim WM M,.maw W •xwng of Snow or b by the pubic suthorw wnww ltlor whining land d, In an Mary err WM regular highway equipment, fin Contractor shw be required! to perform, Sumcol cowl for in .ofh.Bta or coloring own-wMvut olrige 0Me Connector We to do So, he wail relator•. Me Wit.ah or•ildiOg own -for my.dlW coal to fan for doing Such work warm. by by w.don. uhhg from Me Conbedora ap-inn., Ncppancy, orMwW surfaces. t.r ogx Sigh m.-RA wmw of b She Sold pby those mndMe, «delm of any pxtlw for dames or Injury or tax by m•on offt ms to remove •now or or «ro swd Icy was under Mass pnallon. may be H Th. CNnhador shw be nmmpwNN. for replacing ash molding any crown Mum. sign. al no addMmal wad b M• Owner sad TM dung pMr eConstuaaanmInaknmu.mlchem- nwlrad, Ir«Mn•Croares Mtb..amar.IMdwnmanawMater.apemSmbdOhlden avaxbrSA- k May Moll M InrrNd Sur wwmhg fin• DwMr END OF SECTION Will SECTION 02203 ROCK AND SOULDER EXCAVATION FABRI-GENERAL 10 SUMMITRY A Wak Mciud. Fumilh ON Ise« and equipment required for exnvwon, disposal and mlOranw d rob a d boulders B Cm shwkxPaavrat,remandamoltmm ihapoulb,, rn wdor 4,In quaMXlw ofwork ham inn• m which the Bw 511 h bwtl. as follow, 1 Mw mock nmonc of mbk yam. 2 Torch rod, r.moMd_2 otilcyW. 102 DEFINITIONS A Rock owvaon Marl mow molt which rewires for M removal drilling a. hiMng, -gin. redglng. or loaning S Soul Or scawton shall mean bowers one cubic yem In volume or I•ger, which ran be Sxwvsted SiYhou1 manning b M••tlrg 10 OUALITYAMUMNCE A Qualification. 1 3Namk Survey f Th• wdeYaing In W-le.urny, WM • minknum d five (5)ysunamo dom•xp.No oOora 2 Fsploalve Firm The company pwwdeg In expinalvr for tllwlpntlon of rorJk WM mlMmum din• (f) yun tlwmsnt. up.rianw B Regulatory RegWMm 1 C rff mb apptwbl. mda for.0celwedmintagntlm of mock and to NFPA ON for Iunring txgNNw materire 2 Obtain all Mowery panne from "W" 1r -1. State and htl-1) h.vho jurisdiction before I oposlvr sn bought to Me Me «drilling I. otentl C AddMmr Resulnen.w 1 Two pap.y w g madnuar muming x1-Opph, wall M In pxFlkn ei all tlmw during M. b.wag wloN 1.04, STORAGE ATh- wall be no overnight ab ege, of•ploolvr at Me Its 1 Of SITE CONDITIONS A Slowp Lndsuch og. and Re. For bottom; w m;-, malMaln arw awm. whim bulmubulNl, o a minimum, data. We number, d.pM, location, kW xOlowns, wrlhl In Me Meg mn xplaey.=,in Per delay (or the •xploob a weigic in such blot raw and Me drlaneton of Me ashy Sup saw), and wbeurhw mwnl encountered duns drilNg 1 w SCHEDULING A Drilling saraflon. wall be condudN Monday though Friday, from, T w AM b 4 00 P M S Slestatg peretle shall M conducted Mondry Mmugh Friday, from 100 AM to 4 gat PM C NotRwtion' 1 NoOly.jsmtprW"y mash.w,w(Wftnl. m')aminlmumd„m(T)dap in adverla d ell sMMpatld bbstIng apr.11onm Explainba.oa ash olamlo omr.tionanti sm.ul. PA11T 2 - PRODUCTS Lot MATEIBIILB A Elpecan a mwrial, alwl be In wnfomunw with NFPA 496 B Expasiw, Wily DMCO rb Bill Maedw TWO.00mm,w. by,*IWo firm following W-lo Survey wtl m ,ulned by wihomhe having jurisdiction and In .ccomww wM to NFPA 495 code PART ] - EXECUTION 3 01 EXAMINATION A Pn-Bwl Skmy,n Slhf-saml,gWn 1 Co veall aacwtbutdlnnc andIw wales ay pwneafl.AW kM Th-unvey Mail "ilYtd, plum "a M aM all Signs ofd In aand.N wwy uarInYIInd watt•YWma 2 Vwlfymm,,ntlnwYIwtamuirNmineuNAIwwichmayManywok munl boiling ] xmquiaaIlwI.W.awpnanddam 4 Oblsln a •wmlc wry y pdw b rods uwmwon b detrain,,4mmm duigx M ran M Wed WM- drruoh0 adpmnn pnop•nise, other woM or "ailing WIN. ewn.n Nat. rook «emld.n - andxxn-d, M• mat.Ol wrl ee mmv«..ne Ma Epinw n01Med Tha EMlntx will IaM. nowamona a Ma ledge rob wish litM Contractor mnoovore Ridge but Rolle to nobly Me Engineer and wow Gape tlm, for «nF••mmkg Nui undNbrw mal.N, 0e ConMd«shw hew no rahW-dalm ro my casullemhtlon Minor Man swallowed by Me Engineer c TM .Sung• end era mwea wat be wa In Ma arpvteum d in. mblvmx Sure-mr pwlb. 3 02 LMTS OF EXCAVATION W ROCK A Excevwm In moat will be prior., unless MhervAo dlroded. w mat no prgedbn "I cane WARM w,bl pans. l Inches «erd, of the MumUe or as wow on Ma Dnwin, In banded, Mo molt shrl M mr sd to s pointl Inc H• brow MO unc-Ide d Me Moral of Me plpa being hold thxaln, unless oMrWx anew on Me man. Ybe xnwbon I. Cad. below the •ewe9ebmmlw1 11", the additional pan ones be "fill. g Me ConMNWe expenx will wdI W aw.tte or 01hr Wcbd matwal. am directed by Me Engineer B Conumbpawnenlbbed"bwlIn lbuI IlM Ouch vAM tih•IlmM din. esnwUon •w Me.ges willIt W M a0pu.W,tNy prolad. 1 M ROCK REMOVAL BY EAPLOMVE METHOD A Unlxm Wetness, Inclosed. Me roan pay Nmb wail be Ilmned b Me folow n, 1 Two fax wbldOdmnlost. work f. which foal-mulna,.wgroatnw 3 Onefonlar . m mMl• al ] In plpa baw,6InMr WminM Ylwofplpa wd21W wider xgamwdpill 4 4 Oublde elmanron• a Inn-t. worik win«• nor emnn. - mw.a s tled.rel.e. an Breda, l2 Indw blow batlom d wrhar.b el.e e on. dIW taw, Mt cbnMucmr eh.11 way mow uuv.w vnM per tywn.r. .paNnbtlw nMn CaMredor and RAContractor rhw eclifill timeO-WesMnainlpMmryrcan beSurveyed and onlontrWe..smcanontlwerb .wrwly awwin.e payg•ntt1, C Conduct ON WMq opvallons In INN w plN win Oil State and forms laws •nor local ordinances Tale w prowl, ran W ryrd Irguy b pram• w "mg, b papwy The nk I. to M -1 aver. and aumdOd wemb-n g given N.II poIn Me vicinity of the work bW-Uesng W. shrlbbeanb•win dtemwbwlMraothv Sbh.Arm wwt and brow Me ground O Nobloweg Wknpaonm. undr«.pwMrosny raal,n.,YUNw Permission m has been .Nee In writingwritingfrom Me authority having juri.clionImon E Cmfamrrl b all munldpr, Stab, Iw•N, and othr wInanm wtl moles nlatag b Ms slang• and handing a o licalves Paniwlr wenegn 1, osW b.hrrva W muY-.w din. waria w. xd oMx wlMr wnkh mn.y e.Innna In M• paged •I... 3.NADJUSTMENT A Wread us,March Summon, conalSang of Ink and bmld-uw.lp 0Inches In d ow-forMdd111Iag Po .nd bull- wrl b rep,wa by salra. ucayst. m.t iW NrwM applwatl mstenF from df-r1O smrne B n.ke.low gr.Ol. Nrtlwedrywdp nuwryhdtl enlNa mNawp.rbo navy auryr of suplosw, or any offor kpm,bma due b M•wng, and! N much dada.Ink dw not provide xilable founded- Me - wall be nomad •rid M. Szuvallon raised win •awned orayN al to •zprne of - was C«Na- C CarnM uneuMari2. rock nmoW a avxbnlYInp ry removes. Mtldllllng.d mrlpedlm .. dYaaM ey MeE glnex END OF SECTION 02203 SECTION 02210 SITE EARTHWORK PART 1-GENERAL 101 SUMMARY A Sawn IMIM m 1 AIM' Snd w work mawwtlm Nnhw wmar.In oMlr.amon aMw pw0admej, amour ntl stotlplle abtpwl, mledlbatlm f.riC. aed oM. wmoslanww area apprvlrem waSa 2 St. filling 3 Roaewey/pvldeg Id •W hnl uwow 1.02 REFERENCES A ARS IASTM C136 - &tandem TM Mrhod for elm Annoys. of Fine rd Cram Aggrpstr 5 ANSUASTM DON SUN -Tell MOM. for labogoy Compaman Clr.dwed. of Soll Using etandrd Effort 103 PROTECTION A Prase bnch manta and exMng cbudum S Protect Now. and below and• AB which as to nmNn 1.04 SUBMITTALS A Testing laboratory reports Indicating that mxwsi for Mcklill mew nquU.nenb of the semen B Field density wom rtpode of we fill In piece C Field den6y tin napab for radway Structures Seaton. In pew O StMe"O. F.M. SIIONS wptes of mmufacbrara mpcdfinMne ow lnalwatbn ln• - PART 2-PRODUCTS 2.01 BANK RUN GRAVEL A This material roll m,N Me following Onding rMmnram. Percent by Walgla Slams DWou Pwtg Sawn Won Sim No 4 20-an 140 100 0.12 No 200 0.6 The, gnW wtl be unmamly grad. horn Sun• to Me ON Me maemkm Iso Some pWde "II w ucrs 2l3 of Me Ncknw of Me Ilya, palm I-. 4', whidlwx hIw 2 W CRUSHED OMWL A NI materials "I be aaba. Son approved! aoumaa This gaol well =" of mgWo and rww f"mww of hvd ru durable ck of-Romn gwley throughout er renwfreeorn dy h Min Nw ongd pn awmolt. dWwg w None, din, organic. New ab)•monwl. matter Thb mW wall min Ma following gadMO mWernr,h Percent by Weigh Slams D•rmwon Pw.lm Struve Mean Slm Fine r 100 I go-1w No 4 30-an No lop U-12 No 200 0-e Cane 4- 95.100 No 4 25-fig No too 0-12 NO 200 0.. 2.03 AGGREGATE SURFACE COURSE A AppregaN for sudew Sum a. mhcultl-Null mein d tlwn, hard peed, watt pnwlor«ueled •bnI IlmWlbr,00n.yhw from llK lam, deYar«gWc mated It "I be moaned Map tepprovea escrow S Grading TWO mal.W shw be memdy grod. Man teem to fine ash Nwl most tie tclow" Godlag r"ulr-enb Pencwl by Weight Slave DWanetlon Po enl Swan Mew Mew 11. IN 1' N-100 Nc 4 45-16 Nc IN No 2w 0-16 0-12 2.04 COMPACTED FILLIGRANULAR BORROW A ThI, material shag be her ofwale, day. MIN• metric, deom, and .0wk memo, graded In acmmann w6h ANSUASTM C136 within the INIoWeg limits Percent by WNgM Save Drgnwon Plrlw Scums Mean Move 1' 1N T5-ton No 4 20-1DO Na tog 0-20 NO 2w 0-12 2." GEOTEN TILE STARILQATION FABRIC A ThI. work OMIT mural d p offurnow" a acing an approved w"wtan fabic Im e prwrw wwn Wish Me IImM Mown w the Yan. Thefwdc Nut maat w uraetl m f0sming tepartlx 1 Giw tell, w•ngeh IASTM 13 e11)- 2N f 2 GM telh roegatlm (ASTIR D453M) -15% 3 Punmrn grange (ASTM D4533) - 1201b PART] - EXECUTION 3.01 PREPARATION A Identify m Ined line,, hwl,, oInlou., and eNun B low* known blow grade u Mw Sleas •nor cap location, C Mrmin ON protect •rsihg Wal nrnuhkg whim lux through work.m 302 EROMON CONTROL A Erosion control mug be IruUlled prior to beginning any unwark opx•Oon 3.03 TOPSOIL EXCAVATION A Excavate Mpeoll fmm -oo zuMed. to be •, -Ianpa« ded regraded and Mcclol. In vex dowgnebd m Sus or u drooled by the Engineer B Maintain the Nokpll. In a manner which will NO cbwua the n•hnl Now of drainage 1 MFnbh stoc ple frce from dNZM and bath 2 Keep the bpech damp to prevent dust end drying 1 3.04, SUBSOIL EXCAVATION A Ezcevw eubsoll from am. to be.gmaded In accordance with pane B Ezuveb Subwll required to.rmmmodaN building foundwme, slabs on grad.. ate sbuclmm, cdn•tmCden opangm•, mods, and pending .nu C Gntls top Wmg r of eawvwon to p.wm Surfac. wwr from dnlning Into eawvwm D Nobly Eaglncer a unexpected Subsurface conditions and dbmnthm , affected work In am uml mow b re work E Comed area --.-W by •nor a• tllnaed by Me Englnw at no cog 10 the Over. 3.05 DITCHES A Cut accurately W the cTOea-.•mmte, precious, and Obvalone shown B Maintain exwvatlon. lice from detrimental quantities of leave, *ticks, Mush, and other deeds until mmplatlon of rite wank C Dbpw of trimmed malwal, ass shown on the drawings or directed by f •oM. Engineer. asap do rag, In my nee, tlepow mwriab ilSa Man Mace hOtfrorrl Ms OdgO of dram 3.06 EMBANKMENTS AND BERMS A Winn •mbankmenb an to be made on a MiteMe, tin slope of the original ground on which the -benkmS are to be mn@hucw wail be gapped ON property dalmed as the NI is wnwuaed So then •aura. mmmem• of IRA Yp.. do rot occur B. Any aamted rods, ledge. bald-, and Marv. Imx.l where mubrd In tlm am•Wc on of other Own. or otheream dlncw Insad, sh.-it in the wnebumnn of embenlunnb to the •zlenl at Me project npuh-mob and generally wall be placed So ea W form tin Now of an -b.nk- C F tw mabdal shall not be used In Me construction of embankments, non wail the ambeNo enb or.umaWw lay- of Me emMnkmew be placed upon fmzn material Pi. r of material other than mock •MIL Sup whn the Suwlnw air tamper , below 32 dograls Fehnnheh, prohMSa the o ning of the required compact- If the m.bd.l Is otherwise scnplab e, IN wall be Nodpled and resolved for flrlure, us* when ha condition IS aw,pabl. for u. inn rribnNnrih. D Whan an wth.nkm Ins 1. to be concluded mash • swamp. mud, or.m. of unwM. calls, the ununbN medicinal shall be ucavicad to reach laN of adagual. b•meng cePswy aad In emMdkmart begun AhamOw method.. m h e,us ofa wbilstw bbdc In pace of axnvwm and b ck lll, mar be Attired only aAer approval of same by the Engineer E Material being Yard In -bekmew wall be placed In horizontal layers at uniform th,eknw Iacocca the full width of the ombwkmw. Stamps. taw. wbblsh, and olhar uneuMbla material wail not be placed in Smbankmanb F Embankment Man @hw W placed In rght4nch lifts ERawve spreading pulpmw mall be und on m,h ieW b obtain unftm thlcknx. pdw ro t Mcdm Ech Isy. shw be kept browned to shed water to tha outside •rig. of OmMnlonnd and conMums leveling and mmpulm"willbemulrsdbawnunV.mdwelnc.m ty Th,,nof..chl"wshwbe unnmy compacted bat wt IM• required mmlmum dsn•dy by use of wmpamw equgmnt wneNtlng of rolls. wmpadon, or. combination thereof Em""'"Wng erN other equlpmw nor pMORmt r manuhaorw for compaction purposes will not be r.Wad as mmpamm equipment G All RI m.lanl mall be compacted at a molstun content Sutade for obWnug tin muMud dsnYy In ro call shall the mbfucontent In sew layer under constructionmom construction be Man Mines print above Mte Pptm mn maNWn content and shall be Iw then that geancty, that VAN ce m -bakmw ro beam unslabls during compamm Spwglnw, shoing, or other dlplacemnl under May •qulpmam wall be cdncomed ovdanoa for an •pMewng dMnlnwan of lack of wblity under INS nquk-Om, and IuMar placement of material In M• am.Reded wail be Stopped or retarded to allow IRA anal. d to wb1Ys, N Men lit mdwre wwm of this mat.al In the layer, under wreWtllm is taw than Me -in- M n.a-..ry ro obtain Satisfactory compaction by mechanical kampamm mS Ws, win @hFI b. added by p ... dl.Mbrilos w othv approred.gdpnw Water my.bo be.d.Inexuvatim«b.rowpe ThswwrshwbeunNormly.w MNroughly InwrporwW Inb th..dl by dlc, hartowhg, hlading, u by ogres ppmwd methode The m-pulmdm mry N omMad 1« end• and gnwl Whm to molwn mwm of the mwdal 1. In testes. of three pasha above olittruch, n mawatedr @hmolstu. dry mall be IhorougNy Incorporated Into the wst malMY, . Be was material moll be wM•d by Gaking, harrowing, telling, rally m.ng, or by dnr approved methods, or companion a Me layer N and maisnY shall be defrad unit the favor has dried to tin nguirad mprrure mnlml by .v.p-ln 3.0? COMPACTION REQUIREMENTS A NI becidllst and AILS mad be compact. In shw eta Ir moknum) to wain the requl.d dwwlw.afdlows SWtlad Proctor Location ASTM D-628 SWXMI and Gr.wl for Row. and Padi ng Lw 15% General Emankmenb 90% 3.01 MAINTENANCE A NI evthwrk should be Ow ked periodically to a" Mat Fop" .. m good b.drim My niN or damp. from=on and wlmal bnoatng eheuld be repaired Immediately to avoid further dvwg. N Sups dwNp on the slopes, the area should be evaluated to determine N the Sep will cause an unstable condition SuMunt. drain. or gnval mulching may be required to sow Sup prober" Diversion., berms, and wwrvny. In the land gndkhg am should b choked tow Mat M•y an funmonlag popery Pmblam. found dung the Im•mw. @hold be r.p*W promptly END OF SECTION 02210 SECTION 02225 UTILITY TRENCHING AND BACKFILLING PAKT1-GENERAL 1.01 SUMMARY A Semen Includes 1 Trench. b•dAl, and compact ea spa dfiad herein and as needed for Installation of underground wIM. baled 5 rest aubld• Me building• 1 02 QUALITY ASSURANCE A Use w aquale numbers of ORION! workers who an thoroughly brned and sxprlanced In Me neswesry oatb and who an wrnYwy famlller with Me specified muinmws and f m•Ihods needed for proper perfmnanw of the work of thl... it. B Use equipment adeglnw In rN, capacity, and numbers to am«nplIM Me work In . tlmry C Comply wish remOrchu be ofgwemm real agencies having jurisdiction 103 REFERENCES A ANSVASTM C130 - Standard Tell Mothed for Slew M.lyw of Fmo and Cone Aggregates B ANSVASTM DOES - Standard Tel Method for Laboratory Compaction Characteristics of Shc Using Sbndrd Effort, FART 2-PRODUCTS 2 01 SOIL MATERIALS A Fill and Madill maladw 1 Fill mabrhil I. subject to the pp. -I of to Engineer Material provided Sun be mwloved from •acavatlm. m We «Imputed hare sprovw dNtte Mrnow era. M.hnN mustbe prad.nlnantly granular, nwrlp.IM vo soil face from porous mist., organic motor and oMr dNmrbus metes and contain no rocks or lump. over 6Inches In gnatesl dimension 2 Rank. hMng a dimension griller than 2Inches "I not W peed within 2 fag of the outside of pip, 3 ConWonlw rnet.r used for baNdlll Provide eanc free from organic material and other foreign maw, and es.pmv. by m Engineer PART 3-EXECUTION 3.01 SURFACE CONDITIONS A Eaamlne Me ams and cnadon. under which work of MIN .action will be performed Conti oontlMonS demmanbl ro tlm•y ntl popes mmplwon d M• work Do and prow.d und uns.11ehcbry conditions No corrected 3.02 PREPARATION A Ideally required lines, l•vNa. contours, and datum 303 PROCEDURES A Exlwng UdINNs 1 Unlw shown to be remmtl, protect active Why Imem Mown on Me dmnngs or othwMl mad. krown ro MO Com w prim lo Mu Ing If ibehoi d, r.pstr orrophn ef no bwlb tin Owner 2 Whensmwag underground uaMes, which an not mm«aMw scheduled for m.l ntlmen, s aancoumved In tle uwvwon, they "if be adequately vppoled and pmbcl•d from damage Any damage to wltin @half be repaired promptly N no additional wat ro the Owner 3 if wily ceMoa Is ImamOlad as Is rerun of work under Mb ammo, Immediately mloa wrNu by repairing Me damaged utility at no additional cog W m Own. 4 If W@hng wlll.a an found b an.hn win the permanw /adMeS being =need d undo, this section. lmmWiaMynWfythe Engineer and a.curs In•0uman. 6 W not proceed win dlwptlon at Service or permanent relocation of wlNes until wrieen mh•Vucbon. - --it from the Engineer B Protection at person. and property, 1 S.nlcatle span holes and delineations waning Me pal of the work and post wmi g Lights w property adjacent to or with public acwea 2 Op.M. warning lights during Moe from dusk to dam wch dry and es oMvwile, required 3 PMaci structures, wills., sid."Im. p•wn.ms, and other hdR1O. bun damage Maud by •ittlernenL lateral mov. nwit. w.hout. and other hams MUM by operations under this ••mom C Dewmbring Th. Contractor, Mall tlmea, •hall conduct ap.wm. w es to prevent the accumulation of water, k , and low In e crmdm. or In Me vicinity of exoavalw mu, and W pnv.l wabr from trlelering with the progress anc quality ofthe work Undsr m conditions shall water be allowed W rice In pen tmchU.Rer pipe has boon paced D Accumulated wall. Ice, and anew, small be promply nmovw and disposed of by pumping or WON approved mw. Disposal out l wall be riIn .manner which will not crab a h.Sam b public hxM, nor nix Injury b public or privw property, work completed or In prognx, or public w'•Ob, nor raw any welranoa In the use of st.w and road by the public. Pipes under construction hall not be used for drainage or Oxcavedws E MainWn a- to ad] . came .m. as.tt 3.04TRENCHING A Provide Mosting and sharing non my for probdbn of the wolk and f. Me sFey of 1 Shooting and bracing r.qulntl for btenchs, wall be removed to the sI Mm ofMs pipe butno.ho"ng WNb.almodrobepull.,removed,mdbMbeab mtheppa B A Munch wall be.-Ne to the required depth and to. WdM .ufiktw to allow for )elmng of Me pip, and Wmp•wm of the bedding and b.dkfill matenal under and smuts the pipe C The co n plated Munch broom wall be Arm for Its full length and wkhh D N Ingwlad an the pan or Gracted by the Engineer, poor foundation mbdsl armamland below Me mrmal grad. of to pips bad Nat be nmmd and replaced win granular beddill E When pipes am to be placed In smbenkm• t fill. IRA uwvadm Mall be mad• am the wricam cal has been compiled b a height of 3 fin pus the tlbmwr ofthe pipe above the designed grade of the pipe F ESoay.Mg for appunnancee 1 Excavwa for monnaes and almaso stmclue. to. dlalann Millicent to leave g I..sl 12 hchs, door bgwe.n odes ounces and the-banlon.nt or shoring Mat may be uaw to Mid and probe the banks 2 Ouldepsh w-don beyond Such appM1 = Mosth. NO boom directedWt be mneiaened urouMmzad Fill with send, OraW, or lore mnmw as directed by the EnOlnw, era at no additional coal to the Owner G Exnvwm .hall not w.hr, with rarmal 45 degree besmg .pay of founds llm. H Winn utlty Inn. Mverea public properly ore slbjact to governmental or utility wmprryjuAWk n, provide depth. bedding, cover, sad other mulam•rde ea W fish by legally mr i lulw authority INZ jurisdiction, but In no nN law Man tin depth shown In the, Contract Documents I When branching own In existing lawn., ramm WIn awe and keep damp Replan turf up. upcwnpwm ofMe b"Mlnkg SITE ENGINEER: _0� CIVIL ENGINEERING ASSOGMTES. INC, 10ANAISFIELDNEWLNE, SOUIHBUNLDMTON, VI 05403 002-0tZ1 FAX 102JN-2211 wwb wxwc cord MU`_ PBS cis DSM 4FPROyan DSM OWNER/APPLICANT SUPER -TEMP REALTY, LLC PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT SPECIFICATIONS 1Ma Dewemc fInn"M NOV., 2013 N.T.S. C8.0 PROD. NO. 06113 3 05 BEDDING A Pipe Bedding Am Prior to laying plat. betiding matalai Nell be plats M the limb of tM mxmwtion and too dapN bon-th the pipe waP•dr d This MAMM.hall be eWar send. gravW, or crushed same and shot rid moron large lrmpe and star awn m• mchm comes. As the puss lad. boding m@fanal shall be admilled to A and -awes the A.P. and WvWed long the width of Me bamh 3 M BACKFIWNG A BaddMlnp shall net be time In Maing weather, with Dozen maM.e, or whim nrummas .Heady placed a. froxw B B,dill m.MW .hall M -1, spread and cmatdmd m life ors from Nan 12 mchw Mick ores mppravad by the Engineer PnwmWy plaW w n,w miodal. "I be mo,stm d by pdnMng, A required. to maum proper bond and compaction C Trenches which haw bean Improperly bWdlled, endued a covered up before It has been approved shall be reopened RNII W c p d w .ped0ed, w dhrwlao mmecl to Me approval of the Engineer, i no modfwal oral to Ast Owner D Taw special mn In bedmiling W boding operations to not damage pips end pip. ...hgt E No pwcdng .hall be done when Me matMal I. too was hem be mil property At Iuch tones the work met be suspended une Me pnvlousy placo Abed and w materials haw acted outau"dontiy to pormf proper compaction, or sumNpis o« om-utlan taken as may be nw mmry to Ln Proper mmped,m F Boddll medial shall be compacted to the following, permdages of mWmum dry danaay, and Me Inmate mtletun cmxd shall not be coda Nan 2%above the optimum moblun corbi n determined by Stand,nd Procter ASTM D1194 I Around .11 sbucturse, under n.dway pawng. Mmdw and embenkinrnd - 95%. 2 All .0mr... -90% G Frond Protection Pipas led with lees Nan the minimum wear aver Me worm Md when approved by the Engines M Nat be aeded WWd iagainst frsng by inNMlon dgid random M tho wldN efths trench lm ulatlen lest boa minimum d 2Inches Mick ankh ors Mdltliml Inch of MmMeee Mr every fool d depth d piping less Nan 5 Not. The.hasd shall be placed S lnchw above tiar crown d t e w•nw r aner mmpoMon of the $ Inch IM ImmedlaMy sbove the ruown Can WY be ormleed by Am Cwgower during wddlll and om mpactiover Me InWdon Th. N.st. NWImendth...plow-MmgMmquftm dASTMD1921.73 307 TEST FOR DISPLACEMENT OF SEWERS AND STORMORNNS AAfarth. trenchhucanbekniidM.bw•M.platandhwbeer-"at a .p.ditd, &.%ae- ano otormoMm to dWMln. whether dl.plamon" has oewnad B M.My mead pip. W l Ireatem by flashing a light between m.nhdor u baboom the pe Iotlons of the manholes. by memo d. feamgM or by.fedln sunlight wed, a minor C I/the IlNmlraded Interior of AM pips NM .haw pow ognmanl, displaced epee, or any other Mods. mnwet the oefwle to Me spadfied candbam and atno additional met to Me Owner D Mx A.M approve of plat, a 95% maMM test ...I be porMmed END OF SECTION 02225 SECTION 02260 DUST CONTROL PART 1-GENERAL 101 DESCRIPTION A This work and contest Of hmlahl and applying mdum chloride or water to Mum dust nulumm and heard In ecmMmme, WWI thes. apadfution. and as directed by Me Engineer B Roleted work 1 Documents allotting work of this eedlon Include, but are not necaserlly Ilmned to, 0.-1 Condifom, Supplanantary Cmdtan., and Sections of Divown I of these .pedfmtim. PART 2 -MATERIALS 2 01 CALCIUM CHLORIDE A The mWMls Moab mall most AM requirements, dAASHTO M 1M exmp that pallet form and Oaks farm shall be acceptable 2.02 WATER A NI Mder used Mall be dear and for of hamel amound of al, eah, add,. lk hm, su or, organic mibr or other wbsdnw INundw le Me finished product, plant Ifa w M• wbbiehmanl of veoWatlm Whin Am Mum Ofwater II Mdwly Ihallow, the Intake .half be maintained at wed a depth and w -closed as to adude.IlL mud. grass AM other foreign maedals No formalteW dwlx wil m made uneae Ae Enipinesr questlme Me quality d Me wrier Water known to be d potodlo quality may be used wMdut Wb PART 3 - EXECUTION 3 0/ CALCIUM CHLORIDE OR WATER A Callum chledd. (M roadway) or water (for embanlonem.) and be applied only i the Ior wlon .twchtime.mnd In Me MMMrmaybehandedbytie Engineer Msweage applkedm etm. pmnd d Wdum chloWe pw aqurs ynd d opte.d ,m ,ouM b. consid,M M each mw,mad. The ea.d number of applkcetlon. anti amount of dust controller shot be beW upon Aold and weather condfom It shall bea pd In suchmann ..itby such of that uniform diMotron I. stWn d own the Md. am of which a Is ordered placed. PART 4 - FAILURE TO COMPLY A In Am •vxa M m Me judgment of the Engineer, Me Conbdor fee to edequMely mmNot M• dust as directed Md 1n acmndenw with No pedeation, the sum d 3160 00 per ca1Mdr day.Ill be deducted man any may des the Contractor ee, talk,. to amply wfh this WI�JllI- In addfor, Ache Owner I, required to perform Me dust coMd operioru on Ind pmlmd due to Mlun of Me Cumbmctw to perform adwul•ly. the core aesmlaM with ths Owners operefon, will lea be deducted men mmmy due the Comineler END OF SECTION 02210 SECTION 02400 WORK ON OR NEAR PRIVATE PROPERTY PART 1-GENERAL 1 01 DESCRIPTION A The work under this @• Non Includes Are protection of Private property and the nimwn of am. n•.r w m pdvete property (For foMw not Mann Ms.se Me Gamed Cmdklom ,nd M• Sp.dal Condfons of Mass speefwMm ) 1.02 SUBMITTALS A The Contra- et all, upon award d tie Contract, take phatognphe d the •xietng mndom In the project am These Photographs Nall be taken as directed by the Owner .d/or ea fellows 1 My suitable omen may be-W, but the how,mud be, lode angle Was' having a focallength d not min Morn thvty-Rve (35) mllmlm 2 1. photgraph. Mil be AsI-M thin Md. boa (35)lch Md. and f.(5) Inches long. mlmd, primed with . matted Mlan Md borded.es E.& ph.Wgnph shell be marked wed Ind following InMmdon on the beck Lo m n Stetior Data S Upon mmplMon dthe proJed the Cmb•clor shall whnk a •word M d photographs, town u before, showing ft mndMw In N, pm)•d am i photograph shall be marred m th. hack r pedAed above C AproWmeWlylO •.h befell re,Ur photognphe Mil b, mqulnd 1.03 PROTECTION A Ew«y ~ @hell b. mode M protect pd,Ma «puhc ppmdy dung m been Al damaged bees, shrub and other woomon shelf be replaced In kind by the Gen radp at no .dOforM mat to the Owner PART 2 - PRODUCTS 201 MATERIALS A NI materials not spadllcelly described, but required M work Indded In the section Mall be new. AM quality of their mp•dNe kind., and sub)e,d to Me approved of the Engineer PART 3-EXECUTION 301 LAWNS A In areas wham mows or I.wd Is n•cw@«y to ample the work, Ian CoMrsdor my Wool toad, mmw, and etadi the and and Put It back sal the cmpMlori of tho wok, ar npecatbsedwithnewand S.WWge alinMbeamidesnan.ppm dwwlto ehhx dth. above ftemstiw 3.02 BUSHES A Rushee whichoo In Ae way otthe construim and ,n lomled pal plvW pmatrly NoX ofther beramoved, hand and mooned a Nall be replant O the option olNe Owner 303 PAVEMENT A Elting ddwwaya and Parking Mass Nat be Protected during the construction Damaged paved erass outside the trend limb shall be nw0y cot out and nplaM whh blhmlmus concrW to Me compile, uhf don of Me Owner END OF SECTION 02400 SECTION 02439 STONE FILL PART1-GENERAL 101 SUMMITRY A Section lndudea 1 Stain FYI- Types I, 1. III, and IV 2 Rlp-Rap - Heay Typo, Light Type 3 Geotelil, Fabric B This work net consist of furnhihing and placing pianctho materials In conformity with the dimensions, lmtlml and et the I -Mon. kdlcied 11 the mmract or as directed by Me Engineer 102 REFERENCES A VAOT StaMW SpedRmllm., Saim 700 PART 2-PRODUCTS 2.01 STONE FOR STONE FILL A Salon, M sum RI Mall be approved, hard, blasted Mgular min other Nan arprdre rook containing the fbrous vMMy chry.iiN (..butm) The Nast dirra lm elth. stme.h.11 be pmbr than lf3 of M ImgW dl,w is Tan Mlle fl W11 bo mwnably well prided hm the - place Typal The 1mOw1 dm,anlm mthe Man• o d vory fom 1 Inch M 12 Inches, and It lust 50 p.roanl efthe velum l tie lea In plow shall have . lust dimnlon dfour inches Twat II The largest dimension d lh, Morehall very from 2 Irem, to 31 Inches, and at leap 50 Maim of the volum of the store In Most Fhall haw, Iesl dimension of 121ndms Tvw III The longed i immbn m the Mlle Nall wryRan 3 rear M N inches, and at lust 50 percent of the volume, of Me store In plate still ha• a Nast dlmensM of I1 kichas Type, IV Tho ki goodlmerlm of the ion• Nail way om 31nchee N SO kmhes. end e lust 50 percent of to volume of tie More, In plod ell have . load imemlon of 20 Inches 2 02 RIP4TAP A Salon. M Apap shall be pprowd, rough, unnowm quarry stone, as mrly nd.ngulw in section ,I precOcMN The time yid W hand, sound and resume to Me ,ham of weer and wsMering They Noll be of. rock type other Man awpMme rock mM,Inlng the fbnous variety chrywtiN (as wtw) and cabbie In every rasped M Me purpose Intended Heave Type Th.indwd.IV-. dh.w.depthpuWlo M.thitlmmdM.-mot dPrep. IV Need 75 patio of the velum. of the dp-np, complete In place, WI rental of .Ions. that have a minimum volume of 11 crmbk fast- LpM Tyw Th. mdMdul stme,e "I by a d.pth equal M she Mmknes. d M. ovum m dprep The, rip-rp, complete In place, Nell conli of domes that have, s minima volume, of 112 cubic foot 2 03 GEOTEXTILE FABRIC A GoolaMle fabric shall conform M Via requirements of SaMon 02210 - Sao Eardmork PART 3-EXECUTION 301 PREPARATION A The a to be "acted yid be conMrumed and graded to the lines Indicated on to pain or ea directed by the, Engineer and, N, RI am, ldl be com -mid ees NI lshall be malnW W b Me nesn t IInIndicated onM. plan. pda to the placing of gammih fabric or tiding m.1i .ion• fall, dp-rap a Wopa peeing 3 02 PLACING STONE FILL A no pedalled done MI shall be placed In we corm thickness as shwa on the plea In a manner Mat will mull In a nesnnmAll ly wel peurfmam C1h.1I be, Wan m Me, pl,dng and dlaptacmg of the underlying national S The Mnse WII be w placed and distributed! Met them MIA be no accumdabor, of MMr to logo or am.11w Man of Mm. C Reanngwnxll of Ad Bona MI by herd labor or mchar cal equlmM may be required to oblaln the pacMed mub D When Wm fall and gwexlge fabric m to w plats u AM den sheen ,Me Mwimaterial.vio pve material. l be placedconwmMmd y MM Me, nrudlon dM.==krn.m unless otherWhe ,uMedzed by Me Er,pinesr E When Wan. Oil Md gwteMl. fabric 1. W be placed underwater, method: Mail be .-it Arid mwmd, segregation and Inem Am[ Ian requiredthidrws d prof an, mdanW wdl be obtained END OF SECTION 02439 SECTION 02513 BITUMINOUS CONCRETE PAVING PART 1-GENERAL 101 SUMMARY A Eviction induct- S." County 2 LwNing County 3 Fresh Course B Gawmi This wok Nall mnll done or man mines of biMminus mbisse, cpeoWd an a pr•psred foundation In aomrd.nis with these SpwdAcion. end the types of surface being p.asd, and In mreonndly with the M•s, grad.., thkMnesors and typical cress .swona shown m the plane or wteblbhed by the Engineer 1 02 QUALITY ASSURANCE A Use edequW number of skilled! wwbere who are thmugihy owned and experienced! In On necessary craft and who are mmicatly hmtlstr won the.peafed requirements and Me m 0 - nestled M proper peAarmenw of the work of this Section B NI malanae and insWlotan Nall be In accordance wed Th, Asphek InMhds Manual (M9-4) and the VAOT Standard Spadflmtipe, 1990 C Mhdng Plent Conform to SM. of V.rmont Standard. D OWN maMls from, same seam M-ghwd 1 03 PROJECT CONDITIONS A Bltuminms concrete M1 red be placed behveen November 1 and May 1 MWMI NM not be phwd xmer th, granular -mares Is cal w when tlar or temMmv paw at to Pmg sin In the .had. rot aMy from ardfd.1 heat 1. r Mlow NrTamporahrs Pavement Dec.. F.hnoni Cmuded Depth 40 D,grees or below Greets than 1 3' 50 D.graw or below Lw. N.n t i• PART 2 - PRODUCTS 201 MATERIALS A MWnls Mall be combined and graded to meet the atom u deeded in the VAOT Stand. Sp dNeOons. Dwoon 700 M Type II (bus mum) are Type IV (Nish mass) bbminwr mnc ea B GredMm Material. Mall Me mniOIned and paled to meet composition limb spscif o In VAOT Standard Specification, Seior, 400 03, for Me base mum* and fresh mum C Tmckmu of ww g for drawee and powng lots Mal be aI Mown on the pane. mmiegng of bees mum and fnl•h omen D For pavement reconstruction aces due to trenching, the depth of uch come had be mm -d by 1R' Pov M mca Mro mu by Iran& napming duo to Improper pl.m and w mrv.pprovedpl.wM,«d sh.Il W psrfmmed atno addfml col W th. Own« 2 02 TRAFFIC MARKINGS A Traffic marking Pont to be fiaory-mhed, meeting the requirement; mth. VAOT Standard SpadAmtlms, sm. 700 00 PART 3. EXECUTION 3 01 INSTALLATION A InWl in amgnd.nce with VAOT Standard SpodRcwom, Section 400 3 02 EXAMINATION A Verify bees conotler, under am prevalent of Section 02210 - Sho Eotheork B VMfy MAN mmp•ded gmuhr bean N dry and ready to support paving and Imposed lead. C Very gradients and radon. of base an caeca 303 PREPARATION A Mooming Sur/wes When a new psvemanl 1, W mich w .wing bfminws pavm nom for a dw.y or men&, M. Conbector MeN wildly ern-th out Aar *,Wng pavement, over the Wing prowl base no smooth col shall be thoroughly cleaned end weed wed Emulsified Asphalt, RS-1, Just pdw to peeing 3 04 PREPARATION - TACK COAT A When Me bottom mum, of bdummoie =a pawment I. M L war me wafer, or paving Is to be mode over w existing bituminous concrete pavarn«d the tooting surface shot be cleared and Emulsified Asphalt applied before to and mum 1. applied B NM apply M-led .Mews dcunt C Coal w am, of mannr2, and catch bum fnmu with oil W prevent bond with asphalt pswmani. Do not lack cod fee. wrhw 3 05 PLACING ASPHALT PAVEMENT A Few M mmpmWd thldmou IdwOW on the plans B Cmpect pavement by Meng Do not dlaplace or extrude pavement from poeMon Hand compact In mraaa nu N, to Mlmg equipment C Develop roling with mnsecugw pauss to a&raw wed and ammeh Muh, wshorrt roger make 3 Of JOINTS A Joan betw o, old Md new pswmmla or bot-w successive days work shall be made n to inw. a Adrough and continuous bond between the aid and new m ium. Wherever Me opmeding process I. Interrupted long Wo gh M the mixture W Win b Infl MMNlly,the paver Mall be removed from Me met end a IeM wn cMd B Buf Ldnb shot be formed by mating the powmenl bi a vwthel plan, i dght MD= to tie carNmne whore the powwwrt hu a true wrfem as del -mined by ties use d. M ighladge Th. w0)arM Mall be thoroughly maM Min En ulafed AsphaR Typ. RS-1, lust plus to elopement; the Ming mbm- C Longiludlnl Joint. Alit have bcane and Mall be meted with EnuNMed A MWt, Type RSI, brine theadjaca nut It placed If Mey how bean ssposed to bMc. they Md W col back to a dean vertical edge plus to painting wlth the amukelm D Uneas thamose ducted, longlhgnml Joliet shall be offul at ust 0' from, any)ond In W I-cun edpavxnant Tranww)oiW Nall red be mn.muded now than one fad from Me trenawm Idnb constructed In lower mums, 3 W TOLERANCES A Th,,uf.m will be trio by the Engineer uW,p a 10 feet etmghsadge at seeded locations parallel with the centime Any varldona s.caoding 3111 of an Inch bWwean any we mndeW .bat be sdahctonty ellminaM A 10 foolimlghtadg. may beuW m a vediml min TM Walght ages NWI be provided by Me CON.dor B Scheduled Compacted Thldmw Within 1/41nd, C Vwdm fern True, Eleeabon WIMm 112 inch 3 0/ FIELD OLVTLTY CONTROL A PMrd no vehicular traffic on wrf.w aril thoroughly and and hard 3 01 REPAIR OF SUBSIDENCE A SoMement- Should any pavamand •@Me wNm we year of wnplMon of the Contract suh p.wnirr mptl u npelM et the, ConbsdoM1 expanse N Aar . than the Omer r mew each rpaln PmmPty upon re y d Mica nt do or fain the the Ow than the cmda my mew each i ch ro u n.caesary are N, Contractor Mall pay the Owner for at mad ineimd In mekinp each n{Wre 310 SINNING PAVEMENT FOR PARSONS A SWPSg -Thoroughly dean A„ ram to nwlve Wpkg and touts all "Rig a. repeated m M• Contract Plain NI Mpmg ehll w 4- wee unlew othendee noted B MlaWlanwu - Provld, handlcapp,d rymbda and ll alma rdemllwems lgns .nd symbols a. mdlcated on Me Conb.d Plan. END OF SECTION 02513 SECTION 02593 GEOTEXTILE FABRICS PART 1 - GENERAL 1.01 SUMMARY A This eerk Nall consist of fON HN and placing g•ohMlea In undordmir e, under ambonbnads, M embmWk mWdb, amnL under dpnp and Moms Oil, behind Mtlmng southeast, over ..dbd wblrod.., and/or beneath pawm«d owAay., .. M..M m the plan. or es devoted by the Engineer B The rolls ofgamadle MAN be protected against damage and defMormen until Imorpm Inb Me prol a The g,otatll, shell be idry at the time of In tallabn Th. U-Moth, shall be meded d, at the time of installation, It has defects, dedronbm, or drops, as determined by Me Engineer C Prior to us .the go if, MIN be shad In a dean, dry plow, out of direct sunllghl, not sub)od to aN.- of;K; red w cow, sM wM the monuradunrs protective cover m place Rmcwving, storage, and handling at Me Ind We Mall be in semnlance wllh the nqum-1 of ASTM D 4573 PART 2 - PRODUCTS 2 01 MATERIALS A The gwtutlls Nall be composed of a pdymerk yam w fiber iateMed ado a stable reMak o411ch Min, fa metier, alrodm during handling, plamomnt, and design uMw tiro G•oboilw nary be r•laded by the Engln.w A dimensional Wb11fy or.slWnce of the godbu e to emblem tsmperWes. atilt and alkaline condfam, and micro- rq-wrmAnw e do not appear to be a,mhdory M the Int-ded purpose Tho gwdMla.hail must -d! the prp«tlw opedfed hmIn and In the 2w l provlalam The gootadNe shall b free at any chemlml boomem w rating which algid significantly educe p-bablilty Tb selvage d 0•ola•dlr,hell be finished such Ni the cuter fibers are pm.nl.d Rom pulling away horn, Ne honc The gwbxtil. Mall be free of defects or team The matwisl ,hall w pndscted from damage and combination uM mcapoialed adc Me prgwt 2.02 DERNMONS A G W&09 - A fabric manufactured ,padfWy for use m del -~ng oppllcetions Fibers used In the manufacture or gaohdlee min call of long arm synthetic poly - At lust 15 atrcant by wld ghl Me long chain pdymm shot be pulyphlns, pdoN yero, or pelymlwe, pcW pyl.nw, pdylnyero, or pdyvmyrdom chloride. B Qrhoea Gam og e - GwteMM M mhlldan In mdoenln, or other dmin.g, loestlms, as denaded. C Sim. FNI or RAW Gamadl, - OamaNN for msbbNon behind and berrM .Ions AN or riprop and other •orlon conol applmtims, rock placed M slope MabllhaUon and rock wer keys D SubgMe GoolexSN - Geote.Mo M IneWMion an rodw.y suo9lor and under MmW bWi and In other material eeparedm appNmOona E Machine Dlracticrllea - The log (or warp) direction of Me g,d,ll. Th, crow+mehlme (r AS) direction b p"ndlculer to the machine dirwgon. F Mlmmum A.M. Roll Ve- - TM mlm-no -9. MI vlus of any P.M. gaobiib property Is Br minimum nengs of the hat nark, from any MI within a Id G Nomvown GoWMla-A teeM, produced by bording w lntodocking of bin, orboth, .-RAIMad by ma&ankrl. heat or chamkM mean. H Sum Nlowx,m -no mnhum d nonce Rom the edge of o geotedle to the itch line wn.sl to Mat we.. I Seem Tvca- A dse,gMm mating to the asserted chmclai des of 9eWxble pWtioning and rows of sM&ing In . specified ,cam seem, as Mown on the plain J SR& Two. - A deegrrtlm nlatlng to the essential ch.nctsdMcs of the Interlacing of aaw gthmd(.)In. ell ... m, es Nun on the plan. K. Wown GoWdlh. - A teMla mmpri.ing two or more tW dflamerb or yin Inhdmol In each a wry that May result In a uniform poll 2 03 FACTORY SEAMS A Wham factory seam are ado, the boa of goM iel..hall be.swn togoth« using m 'tick. „" no sum* polymericmmer shall be sewn Min. polymeric thread, I a, at laws 15 pl by weight patye lns. A•yatow. or pdyamM-. Md coed W be r nesint to dMMalon die tha gMactfe long sewn Nybn Maas Ol not be allowed The~d the worm shNl be determined by the Wide So* Tanab method and Mall be at least equal to the lager of Me nhtlmum required tenalle strwgthe M the Intended application 2 04 FIELD SEAMS A Wrote Redd ..eves MR be We Me Contractor shelf paid. Ae Engineer wind a flwabi wed, toot temp, In am edwes wed ASTM D 1543 The Enginq appfev.l Mfi be required pew to the Contractors pooudim Rod Mthmg/eewnhil 2 03 SAMPLING, TEST CERTIFICATION, AND ACCEPTANCE REQUIREMENTS A Sampling - NI gootaxAm half be umpled m w-rdmce with ASTM D 4354 Th, production unit used M sampling shall be a MI B TestingTons - Tes,hall be pwform,d to determine 9eogle propertlor M specified herein Me Intended appllmtim(,) All gmWxinm pparty requlrmm•nd m avrrape minimum roll wlw. Th. tereN. MengMs shot be determined In both machine and orou-machlne din dlma C &E ice Rseulrwmms - A the wmpe minimum MI *us M any Its I. Nu than Me verge minimum MI value speclOad PRIM pplmtim. or A any teet.wlt Is Ian than the average mean MI vMue M the M minus Iwo standard dovlaUom, then the Id ill be rewhid NI rib NMI w leery labeled x wig pM d • M which nand born crlMed u mwdng of applicable requlramMb brain D Average mmNnun fell values of each of Me gemosMw used shell meet On raglmmene specified In the attached Table 2 5 Minimum Avmgs Rdl Values for Gwbxillee 201 EROSION CONTROL MATTING A Whom requked on the plans o whin dlr : by the Engineer, ,orlon control blankm (m"rag) shall be NOM American Grew C125 M @wales, and SC150 M slops stabtWtion, or approved eq.1 PART 3 - EXECUTION 301 CONSTRUCTION REQUIREMENTS A The sudam caning the Imb ie MA I be prepared W a smooth mndroon free of obstruction, depression. and Behr, W An mat lines and grades as Mown on the contract plan., mfa aftrMu dir.d.d by the Engima Wh o wgulw aggr.p.te «aharp obJ.cd will be In cobct with Me gad.alte, Massed g.otwdA. M.ngth propeiee will be requi ed. u sMed In PM 2. Th. gwbMl. Mot ret be dragged m the ground or mlshadl.d In any way The g.tl.let shelf be placed loosely AM wdhmt edWw w Mat plame wnt d thewMyinp mWMI wNl nab tear M. gust cola The geolu le mall be lapped a sewn as Op.dAed,.ldrwds.nd.Wwd.d)dning.h.sh lr.ddlUon Mth..owg.menl requlmnanb the folomrq specific requlnmots half M foYowow for the spsMled application B Gedexbl• Placement on Stow - The gsm. * Need shall be pscsd wed Aim me hors direction oriented PaTandlmlarto the slops Wean Ar p.otailo I@ plaW m lopes Wepx than Mi 1V, the upper 0-to hall lspovrth, top dthe lowerNand Th,lap.MWIb eemrly, anchored M the ground eMace with pins or saws u necessary to prevent slppege And twdrg dM@ gobMN lul .Rmlb.WeiM wfbargi..inT edes.'U','L',w shop. W condln'a- w p-s taut p.mbtlm Stsel washed awll be provided onall Wei Mo'U' N.pad pins The upstream, or up-Ype gwtutlla Nall owrap the scudding dow,alow goo vile At vertical taps. securing pins Nall be IntMed though boor layer olmg a lln. through ppmlmlly the midpdM d the owrlp IU hMzondal lops and scrcas lope tape, securing pins Nall be Im rted through the bottom layer only Securing pins Mall be placed slang a the apioxlmWhd A ly two Inw In from edge d paMds. Foot.", at Meads not to rMd 12 fast unlW othere. dip ml Addlbm.l pm Mal b. mMRI d n wry and wfim appoplW, to prevent any undue .Ippoge or movement of the ged.ila The use d.acoMg pins will behold to the mInMum n.mmry Hon m to w Ind In plem unity aMonwe ap.cMed C Gwbdle Placement M Sbambnk PMeidm - When gsotuthn an paced under v r, or In an am whom Molar MI how, tie goot•Mla Nall be placed wan b madtme direction p-M.l to the ireetim d aster flow SumeWve g•oteMlo sheoe Nall be evolappW In such a mom,er that Or upM m an" Is placed own Me top of Me dewnetrern Neel Th. gwtex"e NM be adequately ..red to prowit si ppige A. Me geoteMle Is placed under water, the boddlll material shall be placed on h se the required Mldwn . The gemadle placonem Nall not progress more Nan 50 fed Need of W beddlll plewmwL D Undwdrelns - When a gaWMlo Is specllled to line an underdnln mend, in. g•WMI. shell be placed to conform lowly W Me Naps or Me trench E Gem•Mlu Under Stone FIN 1 Com dllw under npnp or Worm MI shell be =Mded In acoord-ce with the daboa mown on Me plans AM Ae Mroing nqulnm@Mt The Contractor, Nall demonstrate to Are estllcilon dth,Englmwthlth,=.bin mWAe rackflldr heightandth,thiWe d any eand dushfon, when @psdMd or requil, m adequ ft so u rust in psnd.n w dom.g, thin pedaltla when placing M. dpmp ortan. AN When .arid oushlon I ... d, k .hall b•. minimum of six Inches thick unles. oth-ves spoofed m required by the Engineer In sodkim. Me nollowrg limits apply Table 3A Maxmdm Drop Height (Fort) ado ento..and Type of Store FIII G•dsdf. Cushion Blanket Clr, l 3 3 Clan. It, III, IV. S Rip Rap 0 1 2 After pNwmeni of the dp.p or owns MI, all voids In the olona face that lbw the gamiis to be visible Nall be wMafadoiy bwkMled w that the gemsx"e Is completely covered F Reamed Subende, and Rotroad SN W Set- on - The wbgned, Mal be Papaal m amwdan. Trio Seior 203 d Me Standard SpaditOws. Consmuctlm whldea min be IlmW In she and wlgm such Net hating dthe mfl IN, placed Move the gam,xM, I. no gam Nan Mror Inches dory RW mall not be graded off but shall be Read wed mlMl .petlfied by the Engineer won that. Mnlmm d an slim mh cover Is kph over Me pwaila TummO d vehldse on the Mt M of cover m04M.1 WHIM be poinMed The CoMr.ctor dh red be perm"ed to use vibratory Mlon m Arm AM NO A pumping or distortion of the subgn a occurs, ae determined by Me Engineer G Sift Fanea I The g•d•dN mall be attached on the upalop. altle l prod In wcord.ne with the manufadur✓s ncommandior or as directed by tie Engineer The gootude at she bollom of Me form shall be buried In a bench a minimum of six Indee blow the ground wrfam The Min& WII be beckflisd and computed as directed by the Eigmw 2 EM«wiodw•Weipceb M.11bumd The poets shot have a minimum length dive het mM shall be mb W M minMm d 111nh.. blow Mo gmund wAam The padcg of the posts shall be determined by Me MIh fence maMMunr or by thin Englnw. 3 Wood post. shot have a minimum dimension of 251nch by 25 Inch and shall be ford defects such as knob, .p1b or gouges Steal pa Wll wnsiW of either No . size n nforcing Mal or lager, or *his conolat of ASTM A 120 0•41 pipe with a minimum lsm•br of 3/41nch 4 Sodm•M deputies whdl Mmmulet. bshW the term thel be mewed when the dapoot .aches 1R d the height d the silt rance above the ground wrhca 5 Th. Contractor shot rpMR ar ro M- damped III fans u ordered by the Engineer TM lh fore Mall be comp*Wy ramwed prior to amsplance of the poled unless oN•Mw dl-W by Ae Engines H Turbidity Curtain 1 Whm m*d W bin udim w pollu f m . workane whin is adltc W or mix water, Ast w vmshot w aided la amplWy andeao the psdbn u thr wank debts wHch wAl be under wear. The Contradw and w.mi end amobud the midIn t elect and withstand tin adding mnnM or w.ve moan, M be an&and continuously lag the bola, to be offdh• C any anticipated water twat. and to prevent the amp• of ll .ediments or pddanb Iraq the min abeam or body of water 2. The Contractor shall repair or nmplaca damaged or dha vv Imbctlw fXx writers n ordeM by the Englnter The ContractorMan mmw material accumulated bshkW the Moor main m directed by Engineer 3 Th. Centimeter Nall rom ne the Raw wdln and WI supporting and ancharmgW mrl After to acceptance df poJed unless othwwhe ondrmd by N, Engineer 4 The do.gn, coretruroon ad mlnteranca plan M the Afar curisin irWIIior, Mall be tcceplWb W to Engines before InMllim of the mrtan begins I Protection of GoWile -TMAc a c caw equipment will net be pormltled to bavol directly on the geol d le Th 0•npMb Men bepdsded m.n Umes dudm cr anon om canteMn by wrr a mnaff and caneWdbn edhrw The gmmAI, NMI w mwM won Me @pmcMed cover meters ea Mom .. PoWbl, unmveM opdfon• Nan not eecaed 7 dory SpedOad cow nu bat Wall be placed on Me peoloil. In such a manner that the gwtu111e N not vim, panm••d, or mUt.d Th. minlmum cover Nyr shall be eight inches thick or Mice the gosmum aggregate wits, whgh•wr Is thicker, beton ca-M don wdpnwl is slkmomd aver tho mm dtha gWaAl, End -dumping d wgrseetn from odes directly an the geotedpe will net be permitted J Rewor of G,oeila - Al mo l• Mel 1, tor, puncwM, w denhmmited during construction Mall berepaired orreplaced by th. Camador Theimp.R and conslat d a patch of Ns type of g 0exuN plaW over 0e .laded am. Th. patch all overlap the Wingg,o e.Mnlmumdtmo fWMmth.edg.danypMdM.Mphre Where god• lft swum m required to be sawn, any damaged Rl mall be npakvd by among, mleas dhs::i IndlwNsd on the plans. In am cwt mot, or as directed by tM Engineer K Owrtmpe - Minimum ovedep nqutrsmsme m listed In the following table Minimum OvMw Reculnem". Und• iral. 1' Ge Ms Linder Glees I S II Stone FIII 2- Gwlsmlu Umber Rlprep S Clause III S IV Sion. FIII Salon. FIN 3- Roedbed Subgl. SeblWtlon 3. Roadbed SubgM. Separation 2' G.oteid 1. Under Roomed Boles 3. In the ay.M that the specified overlap 1. not suMWM as daterio ned by the Engines, the ow ep Mall be Increased to poMe adequate coverage or the 9edolb Nan be tevm dig~ In M, hod NAM.~. the r.quMmeMs d Sehon 312, Flld Se,me, shall apply L Field Somm. 1 Red swme shall be,ewned wpolymeric thmd, conal.lmg d M polypropylene, polyx, a Kedar and Nd be As Am todWdmtlon as the g•deMN being a- T. thread .hall be of a contr.ing cola with the pwi•Mis being awn, and Mall be made such that Me shames m expoed M Inspection When the gootex"o Is paced Thmd shot w u reelsMt to ultraviolet light.. the gwt xtle being mean 2 SMcMIng EgdmM - The Mitring equipment Not be own that f will provide an ewpabl. locir-type Mich. u r•mmmanW by Me 9etlmdl. mandwdunr Md pprowl by the Engineer SITE ENGINEER' r CIVIL ENGINEERING ASSOCIATES. INC. 10 MMSFIELD VIEW LANE, SOUTHBU/WN(3TON, VT 05e03 Ip2aes-2d22 FAX aU2I0 "71 web e-oseWawm Olefin, PBS CQC® DSM APPS011D DSM OWNER/APPLICANT: SUPER -TEMP REALTY, LLC PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT SPECIFICATIONS wr3 puwmc Rmran NOV., 2013 N.T.S. C8.1 PAW no 06113 3 SEMI, RwWanrm - Two same ofIociHym attaching Mimi be used to make Me seam The two raves d dthN shall be 1/2 inch open cam a Noame of 0-1Minch rd shall rid uoas, except for reatltchng 4 Minimum Seem Alowanos - The follawng table Indicates the minimum required seam allowance, I • the dnlmum dlolamm from the gwf.dlo cad: to tli. aMh ran. noar-t to that edge Sum Typa ISs P.3 Minimum Seam Alowenn (in ) Flat or Prayer, Senn Type SS4-1 1/2 'J' Seem, Type Sott 1 Bu0r0y-/doled a-, Type 83tl-1 5 Sum Typs - Th. Carbedor Nall own the gsosdts mndsdunr. nnm mrldattoM W n type d seem and With to m used H the Contractor dos rid pavlda tls foregoing tadnl ok Information, Men the Ccadrmlor shall use a'J' wm with Iwo parr ala locbtype x" which poor allrW thm etlldin per Inchd..wn eaarn 7H. onm 111 be tared se nquind by thon spedmatton TM proyr nam (5t) can be usedfar npslr of damped wpmo goated le PART4-MEASUREMENT 4.01 METHOD OF MEASUREMENT A Th..aapted quantities al grb>mis fabric will Wsquaremurad by to square Yam as dM-,n d by to actual surface msWuromnls of the Iwghs end widths of the Installed aces PART 5-PAYMENT S01 BASIS OF PAYMENT A The .cmpwd quantities of gwbdlM fabric WWII each be field for at Ms contract unit prim per square yam nmplts In plain MINIMUM AVERAGE ROLL VALUES FOR GEOTERTILES Roadbed Rai read Under Undn.nln GMeWN Tot Suagnde B.IJoe Stem Trmeh 91K TurbidityPresto laths Nsard S.p.ratm FlII• LI I r Flan Curtains 1 Grab TanMs ASTM Strength 0m) D4632 300 ISO 240 1. 90 200 2 Grab Tensile ASTM 20 min Elongation (%) D4632 20 20 15 50 m. m 451bs 3 Rural ASTM Strength (pW) D37M Boo 400 430 130' 4 Pun me ASTM (Ike) D-3787 120 100 w w 120 6 Trapezoidal ASTM ImgM DJS 7 120 Ica 50 50 50 OW) I Apparent ASTM Opening SW 04751 >60 70 >60 >50 20 70 (Slue Size) 7 PannMvly ASTM (01-1.) (001 (001 (sect) D-4421 030 cone) Odes) 001 I UV RWwnn ASTM (%Strength D-4355 70 70 Retained) 0 Other -rm en woven only namy' n elm only 12' min del Mm rat alm mat overlap p.mhled pannitned - Where angular aggregate larger than 4' Wu or sharp objeate call be In conted with the 0soadle, or it Ill bronchi I. duper than 10 fast, Man Me minimum Grad Tensile Strength and BuW Sbangth Mal be increased to 180IW and 290 pal, respectively ' For faedm ta be placed undowkhr. Me ep.dflc gravity of the ged.dle moll be >1 00 END OF SECTION 02693 SECTION 22700 WATER SUPPLY SYSTEM PART 1 - GENERAL 101 SUMMARY A Bead Includes 1 Pip. Menal. 2 HY&r 3 V.1- 4 piping. 5 Al other ppuderdr aw, ne.osery to complete Me water main.yeasm be khow on Ill Contract Ran. 102 SUBMITTALS A Product Dam; Submit published data from mndectrrt of products and accessorise spedfled, indicating compllsneis with nqubomnb to Me Engineer and local munici 1 03 QUALITY ASSURANCE A Al maeml. and the Installation pooedua shell be In snadance with the Depar mad Of Environmental COsarnmn, Water Supply DIWWw and Me applicable co isbudon odanancs of the local mskiddimy PART2-PRODUCTS 2 01 GENERAL A Fumlsh Ms, es, reducing ton,wyms, coupling,, Incr.aow,, crosses,Woncaps tratis and and of the can• type and dead of material as the mo dut, or of mabrit having equal or wpWw physics' and chemical properties as acmpbds W the Engineer as necessary to w.PW* Me water system 2.02 DUCTILE IRON WATER PIPE A Poe sihalf W Tylon Dude Iran Class 52 (Man as shown on Me plans) ramlormng to oment ANSI/AWWAC151/A2151 Meerevem Push-onjdnl pip, half be minimumthickness Close 52 Pumm ]oiM.-.H- MWI cantam ta.ppllmbla n.qulmerde of ANSI/AkeWA C111/µ1 11 B Pip cap W urrhard madar Ilmtl = h• onside m accordancecash ANSI Sp• ficAhm A21 4 •ampt M,l th..mam Inkg Ndmon shall nd W lm. than 1M Inch A pluk ldennco d 1M Inch well be permitted C al ps shall W given an Interior *Mum mom coming In accordance with ANSI SppMcatlon A21 4 and m.ded= blWdmu. m•mg Of mat. br or asphaft bob. In •...d.na wlh ANSI SpedOraOon A21 51 2.03 FITTINGS A Dudl. Imh Mllno shell conform to AW WA C153 and ANSI Specification A21 10, 350 PSI working pnonun B Al M J MEN. shall hove msNug glands M additional joint mbaka C Bola Mal conform W ANSI Spedfleatlm µ1 10/AWWA C111 204 TAMING SLEEVES NOT APPLICABLE A Tapping *Isevs shall be of the ePM elbow design, constmded w6h two wild half-eleavea balled together Sloane shall be full -wrap and fall gaskat sta'nlms steel, •hop how a waking prawn of of least 200 pet, end .hall have mechanical )elm -do cam and and kIda goal wake B Al Im m body lapping *loans shell bo provitlad with a 3W NFT test plug, a othr Pro i.iom must be made for air testing ill win and leave t-durum woddng prone, Prior to bppng C AI bolb.nd nub ter mmh.rgml jdnb of tapping sanw, ehWl ba al hlgh-Nmgthrake Imn a hgh-tagM, faweloy e*st wmrmbg to ANSI/AkeWA CI I IIA21 11-90 D AI bold and nub M flanged Iola* altappng.Imw, Nall W of ABC Typo 304 sbmles t..I E All bob and nub mall be sand, dean. and carted cam a msiaesletam lubricant, heir .uRs- "I be free of otiodnebl. protrusions that would Imrion call Mnrft at Me madcap -,h-.W or tinged Ida F AN bulb and nub used walk MI pipe spear Wall, upon Mal tghtmIN and bring, M brush added heavily with bitumastic cold-WOled material to thoroughly cover M expand .hwf.m, of Me bob and nub 2.05 TAPPING VALVES NOTAP/LICABLE A Topping wins Nell camem to MSf AWMWA C50"7 Standard for ReaNrdBeMed Gets Vanes for Wow and Sings Systems, •xcpl as modlfi d hmin Valves Nell open couMartlockwlso and moll have a minimum waking pressure of 200 pal, Inlet flange. mall M Qm. 126 conforming to ANSI Spedfiutlon 5161 or ANSVAV WA C11 WA21 10, sM au00 connadl= mall be SfantlWhed Mechanics]Joint union specified otherwise on the Conked Ran. far ffr to. Of pips required far the branch or Rani pipeline B B.mtl topping valves shall be provided with a 2 nth square wrenhnut and hall be metaled wan Ira a asek n win kid,se round W allow, positive somas to Me wlw Operating nW at WI bon. In inetaldon* wm M ha. depthhorn grad. to top of raw W..bng On d gmlr Man &0', a win Word near shalt bepmvldad m and Ielad such gal he dpth from vain at= raw rid toYade Is from WE' to 6'0' (minbnum length d,fem gwlwrater I. 2'0') Volvo W.m nw.half be of Mph strength deal and of walked construction 2AIGATEVALVEB NOTAPPIJCABLE A V.Ivoo shot be manufactured W meet WI requirements d AW WA Specification C5 7 Valves 12 Ind_ and smaller shall be bubble tight zom leakage t 200 pal working pressure Val.. WWI haw non-rWng stems, pen wum*mbtlmba, and W provided with a 21nch .quart opmAng nW whh arrow sad In m,W W MS. a direct= d opmkV Each valve .half haw mars name, prauun ramp end yasr m which manufactured rid on the body Prior W moment horn is factory. each vain shall be tested by hydrmtattc prwua *qua w twica is pwMed waking pressure Goa wet "li be Muses, Draw, Kwnedy m than approved by the CRy of South 50ington B Buried velves WWI M Installed nth a ken too. 2 07 VALVE BOX A Coe Iran New England style Md►lype, 5 1/41nch shot 6 foot lunch depth B Cover shall be met Iran,marked 'WATER' and Indicating diredon at opening 2 06 HYDRANTS NOT APPLICABLE A Muoilr a Kennedy MMI Shoe N 6114 A 24DI6 I M P with 6 ford minimum bury end National Standard thread The mW hydb shall have lest 121nhas boNv.an tM Whom of tho tn-r mp nd fneground Th, Conb.da shWl wdy M* hydrant nqulnmom w the *cal water department &r COMER SERVICES NOT APPLICABLE A Corporations shot be Waterworks Bron and menufeduae m anodance WM AW WA C800 CM"I n. shall h.v. W.11r thhn.d...dopt d se AW WA Flg- 1, a h. nM nd a nmpnsbn-type fling d iW outlet. Both Inld and ntlW Oak be Of the same ma Corpaotiam shall be deadly tapped Into ductile Imo pips In no othr Imlande, -sad whan a lapping al vm nd wlv.l, mW..Mll s tp be -de wthad. Clrpadm Corprcdms shall beMueller or equal B Curb Wog. shall be Inched key type manufactured by Waterworks Bran In amxdane. wah AWWA CS00 The curb MOP mail open left and how a positive Mop No orb raw mall have the ability to drain the Bervlca line Both Inlet end o tat of Me curb slop Whall haw componlon-type 6Brg. Th• to Mad d M. ones* nip O.Il Mw p.AWa. far M• cnnomand e seMm red Curb Mope mall be Muellor 15200 or p vc, ad equal C, Copper Wblng WWI by Type -M, salt tamper, conforming b ASTM SEA Ths name al ladwark of the m.nufacWm all type shall be stamped d regular Int,.ake along this pipe D Curb brdr shall be of the IdhN adjustable type capable of adjusting from 5 Mt W I fast TM base tithe tam small W arch type se as W prevent the bars from rmang directly an the cab stop Th, adjustable upper emon mall be wdeb, for use with the aondand curb .top PART 3. EXECUTION 3 01 INSTALLATION PROCEDURES she A In.Wlatlon of all water I'm. shall be In .ccadanm with, AWWA C 400labst revialan B AI pipe end SMng. mall be napd all tested In anadanm Win is mrmhcWr.Y. .peaficabons and Ill WomhnOoned AWWA SpeoSntlans The Corbactar shall furnish for approval wrtlllcatlon from the pipe monufaduer that .II tests haw been performed cam ubtadoryr M Pipe shall not b. In•aled wlthM Me Englnsra approval C Rps, flMngs, and sciwadr shall be carefully hwWW W avold damage Prior to Me dab of acuwpbnce dths pral.d wok by Me Owner, the Contactor shall replan any now pip* or oacrosary found W be derfadn at my 5rn•. Including after Insblldm, W no sapsnse to the Owmr. D Al pip, shOwN cracks shall be rNectaa H cracks occur In the pipe, Ill Contractor may, M his cam asp*nea and With Ike approval "a Englner, an off is cracked portions at s point at least I train Ike Main limits of Me crack and use Me kdued pall= of is pipe E. Al pipe and Slangs shall W cierad of ail foreign maker and debts poor W InalapaN= and mall M kept dean mill the am, Of acnplanm "a Owner F The pip. had be laid to conform W the lines and gods Indicated on the drawing. or pawn by the Engineer. Each pipe shall be so laid se W farm a dose joint with ill nad adjoining pipe and to ding the Invmk continuously W the required grads G Al all Ems, when the pipe Joymg Ion rid.cl in progress. Me pm mM of the pipe shall be dead by temporlrary waighl pugs Or by otherapp twed means t r la watein tW ch ben"on wok b resumed, is plug Well na be re-wtl ud1 M dengr d water eram, Ill pip. has passed no pipe shall W Installed In March. and re the Ion and grad• edam an the Contract Pima Any dansd m loads Wall be within the limits sparal cl by the manufacturer H All piping end ppunmmns connerdad to he equipment Wrap be supported se that no Wain Will be Imposed an the equipment H the equipment mmufadunfs pecNcadons Incum tht piping [=do We not W be banefened, the Contractor Wal submit cmMlcaden of cnDllmm I For pressure piping, uxha d, Met bbdu shall be Indalled at WI unrestrained MEN. and abler lomlbno n IndkgM m th. Conrad Ram Mlnlmum bearing eon snall boa hown = th. Cormad Ran. Concrats shall M 2,500 pel Conaae W W1 W paced *gang undishatmd material and Wail not oowka a on r looks. oerids, or Interim wthe ronwal of any loll Wooden ads forms Wall be provided far thrust bode J Rsrved. K A rmmmum eapea0= of 111' wmnl and l0 hrtzantal shall W minlalned between the oubde of al water and aawar lines mien a vanencis is granted by Me Webb Supply DMslm L Then Wall be no physical rco.actim bet~ the dJombdon state, and my plan, lump, hydrants, ortankewhich amwpppada-y bowppish'ed w4 wales MW b, armry M com.minaed M The Conbeda Wal take all nacrsary pnmMons to prevent flobtlm of the pp. In the Mardi N Al Marching safety standard. •hall b• In mdmnann with all appfcabl. Stall and Famed guidelines The Contractor shall be solely rmponsitin far any sshly otado by Scene or Federal Inspadan 3.02 SETTING OF VALVES AND FRTINGS A Valves, aging*. plugs, and rope shall W sat and joined W pip, In Ma manner spad0ed Move for laying and joining pipe shd B Valve boxes an W bo naWled an all buried valve Tna boas shall be can Iron with . um 6 114- tameavand lang morph to eland from the vain to finished grade The bozr slid words Is operating nut and eWNng boa d M• noels Valvebat•. shell m bne.r load. ON. the I. C Cmo. shall be citiesmOng and old tight well Me alp al the cower fish with the lop of the ex brim Conn sill b marked WATER' won m amw Indk drag th, dkadm of goring 3 03 SETTING OF HYDRANTS NOT APPLICABLE A Hydrant. mall be located a. shown as directed w as pond. -plate amW.bllty and Minimize" poadmYlty d demge from vMWMs a Injuryta pedw04ns. B When placed Iceland the curb, Me hydrant brrel.hall be est so that no portion of the d mpar or ran• nozzle cap will bo look than fi mhes nor man than 12 Inches from der gsmr face of Me curb C When sal In the lase specs batwsn Me orb and Me sidewalk, or between the sidewalk and the property line, no portion of to hydrant or nozzle rap shall be within S Inches ofthe akfawaikad D NI hydrants stall Wand plumb and shall haw Msir nozzles psWlel well, or W fight angles to. the mrb, with the pumper nozzle facing Me curb, ex.R Met hydrated having two hots nozzles 90 degrees apart and be set with soul nozzle facing the curb tan nigh of 45 degrees Hydrnm shell b* st W Mo rlabll.hed gmdo, welt no&*s t Irst 12lnchs. above the ground. as shown a se directed by the Engineer E Each hydrant shall M caimclm to the men with a finch rat saran bench controlled by an Independent six Inch gab vain, unless otherwise prated F The wet. opting of all hydnms All bo securely plugged 3.04 DISINFECTION A DMkdedlon of Me pipeline WIWI be Mreted by m Engineer all nab fit all water, materials, .clopmrd and labor to perform the required testing shall W t the CenbauW. expense AW WA Standard C4151 Oldest raNalon) shall be used as a beds for the disinfection promo AI dyne McW hemp and W oampN by w indWwdm Nm pay unlace mierwlas approved by Me Engineer or local municipakty, B The Engineer will require as minimum 1 Compete fiu.hIng of Me poelln. to wesh M all dirt, deals. •W which may hove •m amuleted In the plpellm during rumtmsln 2 Following flushing (W dam door water), is Cor tredor will add trine to Mo waln plpelin• vchum, d wale such that the wtr v41I haw rid less than 26 mg/L hr dtaine, and It the mlaWn at far at least 24 hours 3 After Me 24 hour d.a .. Me wrier In the pipeline shell be teed far rWdual frs hlmlm and mut nmin • minimum al 10 mgli chbhn• R Ion mn l O .gt - found, than Me dsinfadon po.Nn shell be roma ed udl t least It) mg 1/L him. mai la idu Indicated by test 4 Upon wocsdul aempldon of m apse above, the plpelm shall W auNatl again um Me chlorine cammnbracm In Me pipeline Is no hlghor Man that providing In the supply aytw After Mr. final flue IN and before the pipeline Is placed in srvi., bacteriological samples shell W nlleoad an two oonsmunNo days, and submitted to the Vrngm Heath Deprmiwl bon lyW.n I the Initial disinfect= fail. to prod.. -Pa. which can Me Vermard State Hearn De.mm rat requirements for pobtebl• drinking water, Man Me pros -as mail be repeated unfli saNaf.day scam a. oblained Upon uNtaday mum by the Vermont State Hearth D.ps-.sat Me pipdm may be paced in awl. 3 06 PRESSURE AND LEAKAGE TESTS A The Comndor shall furnish M gangs, testing plugs, caps end al ohar n•canary equipment and labor to perform Iaainge and pawn bate In secl of an approved length Each valved.-it.or, .mWmurn 1-0 of 1,000tlrt 0 pip. shall be fated TM Cometarshill provide W his awn.xpwns eon/ ddi0m,l taps W th. wtr Im n•nsaryW perform the pnce anrad leakage East between wets All dbMedbnAMing "I be completed by an Independent third party union oMerwbs approved by f W Engineer Or loin manidpaiiy B Al wWar.quk.d for bung Wall be potable Al Is IN mall be concluded In the pmanm of Me Engineer C The Contractor mall make he necessary Proviaons to top the pipe at the high pant W release all air and WWI plug Warms saes camplacng he toot Hydrants or bWwofb located W high pond may be used far air nl•on 0 IIWu of top. If approved by m Enginker D For Mo prosura ten, the Contractor shall develop and mountain for two tun 150%of the re a worklm pred200 psi, whichever Is grater Failure to hold wlMln 5 pel of tts designated pressure for the two-hour period rnslltuls a failure of the scam tested E No pipe Inslaile on sail be mccpfed N he leakage M greater tan Mel detrained by Me following Wmul. L= NOT 5 or L= fD(PMO 5 7400 133200 Whichever re Is. 9 = Length of Pip, TOWN L: µcmabl. Lookag. In G.VHr D Nomined Diameter of Pip. I') P = Avenge Test P-- OW) N = Number of Joni. In the Plpmn. Tested All bring mall be camduded in acoatlance cam AW WA C600 (It•e revision) F Should any.adon of pipe fed anther the prey ure or leakage tat, the Cormadar.1all do awryNng masonry to lose end rpm. replace Me ddidw pipe. NINE. or Parts W n Nest to 9, Owns 3.06 COPPER SERVICE CONNECTION NOT 11IRICASLE A Ganeral Rogdramarm Th. C.beator Mall i..Wl.ppr.-..d, a d . tM Comad Plans or se directed by the Englnrr Each service Mall consleta. coryaadon, cub sop. rapper Wblnp, mtl •curb lux wIM mrviw red CnpensNon shal W atbchad ta Me, d WW Iran pipe by them, d, road lap 0 The capper eaN'c• shall to, .xtwW,d Myond Me curb tap. it required, as Waswn an Ike plan.. C Building Same Construction Methods Th, Codirector mall maid all necessary tpa into On water main and will Instal for each building an opmved broad corporation slop The Contractor she Woo winotl M. nppr ervlca pipe to the mooed Ida which she be nnocled W the break cudmOp wth the nld and oubt for the Wppropnets copper am as pipe Such curbelop shall be located not law than 5'-0' bob-th, ground wmm and shalt be accesNbl, from the mmck through an approved vain bolt END OF SECTION 02700 SECTION 02725 DRAINAGE PART 1-GENERAL 1.01 SUMMARY A Section Includes 1 D.mgo pipe and .Ppmananns 2 Diane go strudum B Related Sect=. 1 Swtlm02225-UNfty Tmn ng end B&ddiNing 1.02 SUBMITTALS A M.nuladurem technical data for 1 Poe" appurtenances 2 Shuctum PART2.PRODUCTS 2.01 GENERAL REQUIREMENTS A Furnish etch, ma, reducing ties, wyr, couplmga, mcrsurs, crass, trnerhors and erd caps of Ill same type and Ws of material as Me conduit or of mtacW having equal or neprka phyNW and chomacal properties ak aaapteM. W the Engineer 2,02 DRAINAGE PIPE AND PERFORATED PIPE A If the Contract Rana do not specify. prtiml.r type of Ow at the CorMdoes option, the fdlowing maanW may be used 1 Polynnyl Chloride pp. conhamng to ASTM Smakedl. D3034 or, Fall, (PVC) -or pip. and OMg. SDR 35 2 Corrugated Polywhylano ppa and things (amo rthh Interior) msting Me requ'romenb of AASHTO M-254 and M-262 2.03 CONCRETE STRUCTURES A ASTM C471, sized as ndlnbd 2.04 METAL ACCE330UES A Manhole frame anal mvrs 1 Gray cart Iran, AETM MS, me drawn on plan. PART 3-EXECUTION 3 01 INSPECTION A Examln, Ill mon end conditions =des which Mom owner syMmn work Is to be Installed and mdy the Engineer In wrong of oadoons detrimental W the proper and timely completion Of the work Do not proceed will f work un01 umadelaclory conditions have been connected 3 02 GENERAL A Wman eidg" und.rgrand W IMs, whim ,n M a WU,d fit a m,l w abandmm,nt am wu= In the eumvdon, they mall be md•quaby supported and pmiMed from damage Any dredge to dlMr shell be repaired promptly at no.ddM ,l cost tom Owner 3 03 PREPARATION A Hard Wm exdavabon (who• masonry) to required wivdons Cmed.ryxnvd=. with MI mWedal B The lopes shall be graded W me" Me grade as shown an Me plans Where nquked, and sections shM W pi.md and boddlll,d to prevent undermining C Remove Jorge tonse or otter hard mow which could damps drawgs Wmddes or Imped...M EN baddlifi g or -pact. 3.04 INSTALLAT10N OF PIPE A Pipe shall W katelled In rmrdm. with Sed= 02225 - lµty TiondYng and Baddaling 3 05 INSTALLATION OF DRAINAGE STRUCTURES A Premet cancrate ab c mid 1 Place precast conanta sbuaturs, and covens shown an the Contract Ram 2 Whew manholes occur In warrant sat tape of Mmse and coven Push cam Inash "'W" 3 Provide rubber JON gaskel -plying with ASTM C443 3.06 INSTALLATION OF STONE FILL A Place Maine ail as shown an Conbr.d Palm END OF SECTION SECTION 02730 - SANITARY SEWER SYSTEMS PART 1-GENERAL 101 SUMMARY A Sactlon Indudr 1 Gravity Sever Pipe 2 Mrihoe Strudum anti Appums... 3 Prasun S.wr Pip. B Ral.ted Sects 1 Section 02225. Utlllty Tmming and Bad Tlleng 1.02 SUBMrrrALS A Pmdud Dkla Submit pbllshed dab fmm m.uf.M ra t p.du and ac .d..p.dfled, ledi,.tng mnplanm with muiremem. 1.03 QUALrTY ASSURANCE A All asnitary sane m W.I..rid aansbudan of some mat be as shown an the Caldrad Plans and shall most is wqulnmnta of the Stab t Vermont Agency of Natural Resources (Department of Environmental Consrvetlorh) end Me Public Warta Sanded. anti SpsdScatlome of the local mnldpaNy PART 2-PRODUCTS 2Itl GENERAL A Furnish its tan, ndudng fon, wyes, couplings, I -emirs, Own, Minnick. and and rap. of Me sam. type and dam of mWtsrW as the conduit, or of mabrta tu,IN equal or, wpedor physical and chemical ties "'Paras wptabae W r the Erhgineta provide. complate and op abl. .yet- 202 PVC GRAVITY SAUITARY SEWER PIPE A PVC se-r poo shag mnfam In all mpacb W M. latch weim of ASTM SpedOcation. D-3034 or Fall, Type PSM PdyWryl Chaim. (PVC) Smsr Rpe anti Fittings, SDR 35 pip. AI pipe and MEN, sail M dearly marked se fdo a - Manufacturers Name and Trademark - Hammel Pip. laze (.. mown on plan.) - Malrlai Dsalgmtl. 12454-C PVC - Legend •Typ. PSM SDR 36 PVC Sower Pp.' or 'PS 4o PVC Srwar PIW - Dmgndon ASTM D-30M or Fall B Jdnb WII bopush-on type using w to mnc gskets and and conform b ASTM D-3212 The gosluab shall m fadary Installed The pipe chap be Wmishad In nominal 13loof 1-0. Sufldem mmbrsd Mon limp -mat full -minenMng. sheN W pmvlded fit use at manhals end conmdlons Al mnmdkeh. will require Me use of -nufac9ead fltting, F'Wd fable tad, udd'e-typs conmdl... All not be nmki.red ....ptabb 203 PVC PRESSURE SEWER PIPE A PVC pipe Nell conform In al rrpads take Mlrt ravielon. Of ASTM Sp•dllnlbm D-2241 Al pip. and fiMreps, shad be SDR 20 drM marked as folows - Maradmim r. N.... nd Trademark - Nominal Pip. SW (a..h-. plsm) - Material DWgsdon 1245" PVC ASTM D-1734 B Joints .half W Puahm type using Wo.lemedc gasiub faddy Installed conlanning W ASTM Spedfl.pon D-3212 2 e1 MANHOLES A Manholes shall be stieds Indicated op Mo plw and Rol W pronal meats with a monolithic base and WWI condom to the latest vmMon of ASTM Specification C476 S ShWwa mall be wnshuded with canon. having . minimum compmWw abenpm of 3.000 pal W 21 days Irrvete for sawar mnhdr shell be as Warren an the plant and details anti shall be constructed with cons* or bides, as per Me local municipallys standards Inve to shall have, Ill .tad .hope Of Me .•cox W which they saw oonmded. and any change in slow of direction .hall W gradual and awn C All manholes w to W pro,4ded with copolymer poypopyianw plastic taps with steel reinforcement 12 Indies on center D Al mantles shall W provided with rough, gray, cat Imo mannae rams and common Mean cadmp. cap be thoroughly cleaned and Men cowed each hat for before being delivered From cad cavere shall W L.Barm LC 26t oran approved.qu.l, and h.. a mnknum w.Igtg.f400 p-d. E Pnut risen and Wes far ...hdrWall mmarm W ASTM Speofimtion C-076 Th. p1m opsning In th. pant manhole system she how a oat-hmpe.m null• gukt w an equivalent ytent for pp* Installation ad approved by Ill Engineer Joints between manhds man shall be 1- ntrtmum width Snake gasket Or approved *quaM 2.03 CLEANOUTS A Clume for gmviy seven arm Worm mains sh.II be provided at IocaWm Indicated on the plan, or n directed by the Emgirser CM.mul hams and covera mail m d tough gay cat Ian Crtinge shall betone ta padem and Sae from flaws Th, bwhg siren of d.anout frame and cowre against sh other mall M machined to give continuous contact droughoirt their Omumfamen PART 3.EXECUTION 3 M GENERAL A Can shall be onrcisad by the Contractor W and dbrOpting Ms operation of salting unitary an or fadbr wIMM prior wmen approval of the Engineer B Vvhan W.mr1 um.epround WI01r rat Wmeduled ter removal a sWnd=mrd kin mo untarad In Me sacovation, May mall be adequately supported and proladed from damage My damage W WIMr mall be retained promptly t no additional cast W the Owns C Installation of pip. shall be In scmrd.n. with Sodm 02225 - Utility Trenching and BecedllYrg and a specMed by this union 3.02 BEDDING FOR PIPE A TMMddiro-.nWMMM.h.WWMth.pp.frs daplh d rat Ion than 10 p•rorm d'b tml hNght.nd shall have recasese W .mM the WII 303 LAYING PIPE A In genand, -pip. chop be Inaid din scordancew0h h• ha.t d• ll.d n.b..U.n. dth. .and dmr B no laying shall begin at tls outlet anti and is lamer .egmmt ofthe pipe shall be in ccnboi with the roped bedding througWe ka fullbngth BWI a grmved carts d rigid pip. and tie ckmmfrknWl I.p. dfladd. pp. mall be placed facing upstream C AI ppw Wed Mtlng. m.11 W cerefuly...had far deerte and no pipe a ffiflZs.hail M laid which Me known to be defrtln 9 my dshrdw pen I. distant, sher toying, ft mall be removed and npl.ced t Me Commodore expense All pipes and filings WII M drned before M•y sin lad and W W be kepi dean udl scceplsd In me ram~ wa . D Tho pip• shd bo laid W mnfp W me Ilnr and gmdu Indlcebtl on thera dwgs or gr inwn by Me Em nglrr Each pipe halal w Ind as W fonn. don. Fork with, the not a4oidng pipe and W bring the invents continuously W Me required grace E The Contractor mall take allmwadry a piautlm ota pmam acted. ofthe pip. In the bench F When Poe laying la not In progress, the open ands d M• pipe shall be dosed with temporary WatrNght plug. If water I. In Me March when work Is remained, lab plug WWI not be remand until all danger of water entering the Poe W alldnted G Far Wm maim, cancrat. mdon boddrg .hWI b. =ad as dialled at WI bond. detecting221/2 degree, orAl .an A the Cahbactr. option, ratansr ged. may Me .d W band. In lift alnmcrsta boddng RWelmargland. shop .Ica be;idad W all fora* within three pipe Iangthe each aid. of he band. 3.84 GRAVITY SEWER PIPE TESTING A TM ConV.dor Wall pmwd. WI Mmsadry pulpmam anti Inedumordatlai required for proper completlan d Me Mashing .rid testing OwYly d wall, tsW prvddum, and mooned Of tW of wales mall be ppri vad by Me Engin*r Pd. W testing. flu.h with wale W mm�. construction deeds B AIeats MWIb.mM*Inth.pm writhe Englner Preliminary test mac. by theContractor Wm W Wing oboWrved by M• Enginker MII nt W wccapebetl TEn glmr Mti be notified a last eight hours bell. any work I. W be kapsded or tested C TM mwmum Wewr lanplh b tea tsaled el =. tam eMY W that length between my two monholke SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES. INC. 101LINSREJDWEWLWE, SOUTHBURUNGTON, VTOW w2JM-2= FAk a@JM-2211 cab canoes -.- a - PBS CS[C6D DSM APPegwm DSM OWNER/APPLICANT: SUPER -TEMP REALTY, LLC PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT SPECIFICATIONS WTX ]tbllpig mmr NOV., 2013 N T.S. C8.2 PROW. NO. 06113 D Ak Tastin Low premun air testng mall W mnduUed In p teal,MNMI p Meth.macWl. py.&M SITE ENGINEER: �dnwd ithof the folltest W Wd! no Iesb 1 shell end M Me test sect n mail plugged, waled coaled c Me mashtl. a If a memo .I di to In atry way m Mdl braced Necessary c hay safety xfery eury a still W bib. tbewo during Wcto O shed apes W vewum top d le tr{ury b pnwnl domli end passabmothel Steps 1 thsd .a S 5 c tla t 2 M rr hoes Thoth bs eonxcbd ro • tepgd pup u.edfar l tood,gh rwnhda MIs Me vawum emus the Convector shell manhole the Co ter air Tha have wive W wnneded bi Me air tM tie.rnhois amp the maMds salNrwn l eq mnlM agWpmnl, which shell Include valves and teal pressure ga ugm Theca slid new air to order the It The Comoodor shall pnWde the Engineer with. oewer last line, month: air pressure Inaut the se, shut wriWn log of -ono rhol. look". that rxut CIVIL ENGINEERING ASSOCIATES. INC. e.lr. AN proalde prsmura reduction and relief The preswn page shall how a range of 0-10 pal i Manholes shal be uetM.nd saapod prbrb bulldmg madld. imerb fO MMSFIEIDVIElSLV1E, SDUlH WflLNATON, VI 05103 =4onng with division. of 0 10 Pr and accuracy of 0 05 pal. 8b J 2d23 FAR[ a 2271 eeb amo,ma Acorn 3 The air compressor and & supply .hell be conned to 307 PRESSURE PIPE TESTING the that It.. and Via test .scion filed Widely. umill coi,vtwurr 2012 _ a wnsknt pnosun of 10 pug u, mamtern.d A. General NI ford main .hall pass the hydrostalb On" 1 A pre... .boys 3 0 pale shell be mNntrwd for at pre to re Wl and lesbge test dosorl Wd hest. Pnorro Imat fie minWm to allow ths tampanstura to Meting, all anden and breex Nall W Installed Al PBS stabilize A tack for leaks shell W mad. and If any conorsbi thrust blocks and nalnMe shall be In plow and .r. found, M. pr.ssun Nall b. nNas.d .nd M. cv.d M Imststun day. All burled pupa still W t;ng replaced or repaired baddllled Subble test plus Nall be Installed and air CQCIID 5 Aster the stabltvtlon period, tic pressure met be news wive Nall be Installed st the high points DSM ad)u.ted to 3 5 peg and Ms W apply dlsconnacl.tl IMeasure and record the time mWwl for the two line B Hydrowed. Teel Th. blowing procedure .hell W wed , 1101111I 7 rem. yo nd�wst.r�i.b. Is alcon oll, to Rr pw. lrw,mse 1 non n. sled win erne has ate. nN�noti ioiu«pNpei DSM .bins iM pra wrx 0 6 palg for eak foot the veNng capacity M Me all release wine. OWNER/APPLICANT: / APPLICANT: :bow is Wow Me lnwd of the pipe 2 The a pre.wnshallb.nl.edWl50p.ra.neafi l The requiramew Mthis .pedllosOw Wall b. de.lgncl opereMg presare or W pal minimum st Mte wwldend satisfied If the tlme required In mound. for highest po1M- Me lraso, e to dou.me from 3 5 to 2 5 Wl greater Mn nern the arege back pre..of ray groundwater that 3 Failure to hold the designated pressure vdMdn 5 pal of the peddled that pressure for Me two hour period SUPER —TEMP may ..bM.g. the pipe I. net lax than Mel computed conedbdse a failure or ins maim teal.d according to the fcNc Ang table /� REALTY, LLC C Leakage Test. The fdlwMng procedure Wall be used Mlntrwm TM Tine ear Veda. ■Ipe ikos 1 Lmbgs Wall W defined as M. quantity of eager thatmust be supplied Into the pipe being toiled to malntrn Dumwr (Indlha) TIm. IS.1100 Ft 1 prx.ure within 5 pal of the apedlMd teat pr.nun 2 No Pipe Installation stall W accepted Ift e leakage Is / 1: greater loan cat dwnirad by Me folloe," formula e 15 a 75 L- Nl 5 10 1b 7,400 12 110 WhIchow 1. Rem L= SDP 05 309 MANHOLE! 133,100 A Th, excavation still W to the depth Indicated on the plane S - Length of Pipe Testing G.IMr PROJECT: or ordered by the Engineer. and carefully shaped and graded L = Albwed. Leakage In D = Nomin d Diameter of Pipe I') B Mnhds soodom shall W prowst canvet. and Wall mdorm P - Awmg. Test Pressure (pet) to the dimnelwa Indicated on the pans or ordered by the N = Number of JdMa In the Pipeline Tested Engineer NI tasting Moll be conduclad m aaaudance with AW WA NEW C ChnnMs, inert. nd mor ones br haws menhoim shall COOO-27 or latest nn wu llhowthe d shape Mbrlkartaorww in xwor to ammoraa I.verie M .hall hay. M..ssshathe which M MANUFACTURING wnpededed tearty Mange in.W or direction shall W END OF SECTION 02]30 gradual nd non All constralbon of wen mnholm must FACT LIT Y ba rented out to Incas, walertigM work D Tha required coupes of talk.hall W Plead on top of the anew to t a alavedn inrlwted an tha gam orudena by the Enpine.r erik shaft W lad In an appraprlste BOWDO/N STREET per by te: miamt morn Allw the talda an laid, th. )cents n the Inaide of the brick mownry mall W madly pointed The=ide surface of Ms bilk shall be conned SOUTHBURLINGTON Wit, mortar of Mar mina germ.. used ter Wpng the VERMONT bOcla x that a reasonably smooth surface Is obWned E The to Iron lame shay be hat as Indicated on Me pin. In a fWI morter bed Ths gred or uuer min ba pnprty Placed In Me isms 3.06 MANHOLE mood A. Me holes .hall W tested. winaty by or. of the fallowbg h o =UM 1 EaOmacon Leakage TMNI pipes nd other openingsInto tie mnhl. mall W wbbly plugged end Me plug. braced to prevent bbwouL The manhole shall ten be Mled with water to Ma tapMisscomeokn Apmodofcm.m.yWp.rmmed, If the Contractor so wishes, to slw for absorption V-MOJE� Al t e nd of this pMad, the mMnis shall be r.ONedto the hop ot the cane, If n.crosary. nd them.awrirgNMsredMMa ts.t period, can m.Md. shall W Milled to Me"M Me cope, mmwnng th. olums M war eddcl This amshall bar wnvMed to gallon. per vortlwl foot depth foal 21 hour The Irbpe nor.ash manhole mall nol a .-cl n. grlodverticel foo achy If loakeg. ...ad. the allowable rate, nPaln sh.I1 W made m appron,ed by the Engineer and the mnhol. Healed H the Contractor elecia to Wddll prior to testing. Me testing shall be at his own Oak. and it had be InwmOerO upon Met Connector to detarrmha the peen for my failure M the IosL No achuatrnwd In Me IwMg. .11wwancs w1II W mad. for unknown ceusm wed ha luting plug.. eb."n, w it ail be assumed Mat NI lox of water during Me test Is a most M pAw Cal— RayL90N Iesb through Me lntrb or through the wnuols FUMermon, Me Contractor shall tab any shape wry to assure the Engineer that the war bide I. Wbw M. bobm of M. mnhots ihreugWul Me lust 2 Vacuum Test This method of testing mnhoss for teakettle Invdm the use of a dsWm for wing Me tap ofthe manhole cone ..ctln and pumping Me air M M the mnhde, creeping a vacuum and holding this vacuum for a proscribed period M time The procedure for this last is m (glows NI Icmq toles and aatsderjoinis shall be Mted and pointed with an approved no—hrinkmit mortar Thar competed manhole ear not bar WddlOed prior toMating Manholes welsh how n beWddlll.d stall W --el to umoos the .edit whaor prior to vacuum testing or the manhds shall be tested for look", by means of Me aditntin leakage fast b All n plgther1.. nemor tM rovers smell W .ubdy pupped In • mmne ro IxwM SPECIFICATIONS plawm.m A e Agate wth .niMwbis nubby rang the erzsM Me lop M the manhol. shall W Installed by Inflating go ring with alr to pressure adequata to prevent Isedege of air brown the rubber rig and the mnhda wall d Air" than be Pumped out Or Me manhol. through n P:ng In Me pats until . naiu n Is costa belle ofthe manhole equal to 101nches of mercury n.ppioved w wwn gauge, Th. ravr d nnper .till Mn bar Mand d the begun • Th. maMate mall Pax this tool If Me.ware holds 010- Hg or drops no lower than P Hp withln Me W1S OMN1G mllf0aa full—Ing bows Depth of ' M.nhd.m Minutes Second. NOV., 2013 0'-10' 2 0 10'-1E 2 30 i 5'-2P 3 0 3Cali 20'-26' 3 30 N.T.S. C8.3 f c t e vsouum drop.aw1' Hg dumpMe .pacified Mina period.. tde 10,de Mall W soot NO res" _d Stspe 2 Msough 5 above rpesteduntil 06113 the vaaum holds for the specified Calm ISITE ENGINEER: 1 2 To -A To-B — — —I 2 To-B To -A _ _ — — — — �O-A 2 To-B N�h� g To-B 4 TSB — �� CIVIL ENGINEERING ASSOCIATES, INC. To-C — — — PO BOX4W SHELBURNE, n 0502 — — — — — To-C FAN. pb 27' .prom I QURu —To-A To -A To-B I DRAW PBS — — — — To-B To-C — _ _ — — To -A _ _ o- DSM w _ — — - DSM — — p Qu6I To -,III. — — — — — — — — To- _ _ _ - - - - - A 'I I I OWNER/APPLICANT: %1 To C To-C_ ___------ ++fI +, II SUPER -TEMP \ ¢ ' REALTY, LLC 2 S�`O+***+ .*la** I • I* I I \ EXISTING _ _ -� To-B , I \ EASEM r T _ I I IIII I 1 I II I FOR PLANTING IN THIS AREA IIII I 'I I SEE DETAIL PLAN ON SHEET L2 III PROJECT: I I - -sT- II I II I I II NEW MANUFACTURING II j j I I III I FACILITY pROPOSED BUILDING II BOWDOIN STREET SOUTH BURLIVERMONTON 1 II I I I ' ABCO T ', I � , , ¢ 1 T II I 'III ¢ ¢ I I to 2 Pi c 11 ' � I �1 I 3 CxA I I N la i 'I 4 I 3 v i 3 GIEl1 d I IA I 1 ¢ 4 URU NEW DECIDUOUS TREE �I tST T —■ I ___- �y - ' - I I II 1 W -_ _ _ I FN II _ _ i I I � NEW EVERGREEN TREE F" 3580 "E +358 5 I f(� NEW EVERGREEN SHRUB II I I I _ _ _ [�',Y�y-) — — �— — — _•_ _ 11 ' TREE BY OTHERS.11 NEIGHBORING PROPERTY ^: Li 533 SDR_35C -$S _ _ 353.7 — I fis I I - gym' ------- SS'I i _- - LANDSCAPE PLAN LANDSCAPE PLAN Scale I "=20' an SEPT., 2013 I 0 20 as Ga ea 1" = 20' L 1 Graphic Scale "01 No. 06113 O PIcPFA O 2 MIDE viz O PICA O PINC B O 2 MIDE O PICON O 2 MIDE 03 MIDE 3" deep hardwood bark mulch bed OPICPM — OMIDE — O MIDE- 0 PILCG — O MIDE — O PINC , O PINC- 02 MIDE- 3" deep hardwood mulch bed O P►cPFA I• 101 O MIDE o PICoN O MIDE— O PINC— OPILCG— OPICA- OMIDE— O PICPFA- OMIDE OPICPM LANDSCAPE PLAN Scale I "= 1 O' PROPOSED BUILDING 0 IO 20' 30 40 Graphic Scale 0 O O PLANT LIST 1 ARC:F' FVFRf,RFFN TRi SCIENTIFIC NAME COMMON NAME SIZE/SPEC. ARCO 1 ABIES CONCOLOR CONCOLOR FIR 6-7 FT tQU 2 PICEA ABIES NORWAY SPRUCE -B1 PICEA GLAUCA WHITE SPRUCE14 THUJA OCCIDENTALIS'NIGRA' DARK GREEN AMER ARBORVITAE TUB 15 THUJA OCCID NTA I 'NIGRA' DARK GREEN AMR. ARBORVIT 5- �A TOC B TH JAO CID NTA IS'NIGRA' DARK GREEN AMER, ARBORVIT - 67 CNAAI 1 171/17.1.=C NI Torre L. CI..I O1 IOC KEY QU SCIENTIFIC NAME COMMON NAME SIZE/SPEC. MIDE 20 MICROSIOTA DECUSSATA RUSSIAN SAGE 3 GAL I 4 PICEAABIES'ACROCONA' ACROCONA DWARF NORWAY SPRUCE 6 GAL. I I PICEA GLAUCA'DENSATA' BLACK HILLS SPRUCE 5-6 F7 p PICEA OMORIKA'NANA' DWARF SERBIAN SPRUCE PicPFA 3 PICEA PUNGENS'FAT ALBERT' FAT ALBERT BLUE SPRUCE 6 FT 2 PICEA PUNGENS'MONTGOMERY' MONTGOMERY BLUE SPRUCE 3 6 PINUS CEMBRA SWISS STONE PINE 15 9 PINUS LEUCODERMIS'COMPACT GEM' COMPACT GEM BOSNIAN PINE 6 G 1 PINUS STROBUS'NANA' I DWARF WHITE PINE 6 GAI DECIDLJOLIS TREES KEY QU SCIENTIFIC NAME COMMON NAME ACXA 3 ACER X FREEMANI'ARMSTRONG' ARMSTRONG MAPLE GIBI 3 GINKO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY GINKO NYSY I NYSSA SYLVATICA BLACK GUM UBI 4 QUERCUS BICOLOR SWAMP WHITE OAK I OURU 5 QUIERCUS RUBRA NORTHERN RED OAK Arborthe green flat woven / Trim deciduous trees to provide polypropelene staking material G It clearance adjacent to 3/4 in wide, sidewalks and parking areas 900 lb break strength -2A— fasten arboroc to stakes, wrap over rootball, twist around trunk to keep tree from rocking Plumb tree trunk 20 gal Tree Gator watering bag or approved equal 3" hardwood bark mulch Do not mound around trunk (4) 2' X 2" X 2' long-- hardwood stakes driven firmly into si, de prior to 4" earth saucer backfhlhn9 ` Fhmsh grade Undisturbed sal Cut and remove wire basket Peel 1/3 burlap and remove or fold back 2 X rootball dim Break edge of excavation NOTES SECTION with shovel I Plant tree so that top of root flare is slightly above finish grade 2. Staking required where trees will be subject to windy conditions as determined by Landscape Architect 3 Examine entire tree t remove all nursery tags, rope, string and survryor tape prior to planting 4 Trees shall be guaranteed for a period of two years after planting TREE PLANTING DETAIL NO SCALE PLANTING SPECIFICATIONS I Plant names indicated shall comply with "5tandar6aed Plant Names" as adopted by the latest edition of the latest edition of the American Joint Commission of horticulture Nomenclature Attach Iegibal tab with botamcal name to each or representative plant 2 Comply with siting and grading standards of the latest edition of 'American 5tandards for Nurxry Stock" 3 All plants shall be nursery grown 4 Prowde plants typical of their species and variety with normal, densely developed branches and vigorous, fibrous root systems 5 Provide sound, healthy, vigorous plants free from defects, disfiguring knots, sunscald injuries, frost cracks, abrasions to the bark, crooked leaders, pruning wounds greater than one inch in diameter, insects and eggs G Evergreen trees shall be branched to the ground 7 Provide freshly dug plants 8 Do not prune plants before delivery 9. All plants shall be larger than the minimum size specified Fifty percent of the plants shall be in the upper half of the range specified 10 Place protective covering over plants transported in open vehicles to protect from windburn I I Balled and burlapped plants - provide firm, natural balls of earth Cracked or mushroomed roctballs are unacceptable 12 Container -grown plants - shall have been grown iirconmer for a sufficient length of time for the root system to have developed to hold its soil together Firm and whole plants shall nettaher be loose in their container nor pot-bound. 13 5hrubs and small plants shall meet the requirements for spread and height indicated in the plant list 51rgie stemmed or thin plans are unacceptable 14 Time of planting - Apnl 15th to October 15th 15. Before starting work, report any defects on the site, such as incorrect grading, to the Landscape Architect Commencement of work by the Landscape Contractor shall indicate his/her acceptance of the areas to be planted and he/she shall assume full responsibility for the work of planting I G. Locate plants indicated on the plan in the field If obstructions are encountered that are not shown on the drawings, do not proceed with planting operations until the Landscape Architect has selected alternate plant locations 17 Contractor shall contact Landscape Architect to inspect all plant material on site to review qualhy, size, species and variety before planting operations commence 16 Plant substitutions will be permitted if authorized by Landscape Architect and City of South Burlington Arbonst 19 If plants cannot be planted immediately upon delivery to the site, protect with sod, wet peat moss, bark mulch or in a manner acceptable to the Landscape Architect. 20 5take plant locations as shown on drawings before planting 5takng locations are subject to approval of Landscape Architect 2) The Contractor shall perform all work In accordance with "American Associabon of Nurserymen 5tandards for Materials. Installation and Maintenance' 22 Dig planting pits at a depth to set top of root flare slightly above finish grade and a width twice the diameter of the plant's root ball. 23 5et plants in planting pit so trunks are straight 24 Place topsoil mix in planting pits and compact When pit is nearly filled, water thoroughly Pill remainder of hole with topsoil mac, build four inch height saucer at top edge of pit Flood saucer with water. 25 Drive four, two foot long, 2mch by 2 inch hardwood stakes into undisturbed sal one foot beyond edge Of plant pit Tie arborthe material to opposite stakes over root ball with one twist around tree trunk 2G Mulch trees and planting beds within 46 hours of planting 27 Saturate installed plants with water during maintenance period as often as necessary to insure proper plant moisture 26 Prune trees as necessary to remove dead or injured twigs and branches Make cutsjust outside of branch collar 29. Maintain new planting and continue until acceptance Maintenance includes, pruning, watering, weeding, mulching, resetting plants to finish grade and vertical position, restoring plant saucers 30 Correct defective work as soon as possible as deficiencies become apparent and weather and season permit 31 Remove and immediately replace all plants determined by the Landscape Architect to be unsatisfactory during the initial planting hnstalladon 32 Notify the Landscape Architect to inspect the work for substantial completion When inspection is approved the owner's representative will confirm with written acceptance 33 The Contractor hs responsible to guarantee all plant material to be healthy and flourishing for a period of two years from date of planting or written acceptance 34 Plant replacements shall closely match adjacent plants of the same species 35 Contractor shall replace failed or unsatisfactory plants at no cost to the owner enzed shrub hardwood bah mulch not mound .— trunk ,• sod .—r Finish grade h4mi. -two pane .>o voted xql and cane part approee compoet ' I m� ramp ,cad waer tho.wshy SECTION Ball dam + 16, NOTE5 I Plant shrub so that top of root flare is slightly above finish grade 2 Remove all nursery tags, rope, string and surveyor tape prior to planting 3 Shrubs shall be guaranteed for a period of two yeah after planting SHRUB PLANTING NO SCALE SITE ENGINEER: -0� CIVIL ENGINEERING ASSOCIATES, INC PO BOX 485 SHELBURM:, VT 051e2 ql-M5.P3a] F-- W2J zzll wM w»w c7lvtcom W.am.t dn M" PBS On® DSM arnmm DSM OWNER/APPWCANT: SUPER -TEMP REALTY, LLC PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT scne� NEW EVERGREEN TREE } NEW LARGE EVERGREEN SHRUB NEW SMALL EVERGREEN SHRUB OAn CnC® nnmon LANDSCAPE SCHEDULE & DETAILS Oan =WG Itatom SEPT.,2013 20' L2 not. NO. 06113 1 1 _ _ 1 I I I I I I -- I I I 1 1 1 1 1 I' I j i � I � , `• I ji'yli�', (^ Mill Z GENERAL NOTES 1 Utillbes shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises Existing utility locations are approximate only The Contractor shall field verify all utility conflicts All discrepancies shall be reported to the Engineer The Contractor shall contact Dig Safe (888-344-7233) pnorto any construction 2 All exlslirg utilities not Incorporated into the final design shall be removed or abandoned as Indicated on the plans or directed by the Engineer 3 The Contractor shall maintain es -bulk plane (with lees) for all underground utilities Those plans shall be submitted to the Owner al the completion of the project 4 The Contactor shall repaldrestore all disturbed areas (on or off the site) as a direct or indirect result of the consbuctlon 5 All grassed areas shall be maintained until full vegetation is established 6 Maintain all times outside of construction limits PROPOSEDSITE 7 The Contractor shall be responsible for all work necessary for complete and operable I= fles and utilities 6 If the building is to be sprinklered, back low prevention shall be provided In accordance with AWWA M" The Sltm Contractor shall cmnsW ct the water lint to two feet above the finished floor See mechanical plans for Th er detail 9 The Contractor shall submit shop drawings for all Items and materials Incorporated Into the site work Work shall not begin on any Item until shop drawing approval Is granted 10 In addition to the requirements set in these plans and speciflcallohs, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards 11 The tolerance for finish grades for all pavement walkways and lawn areas shall he 0 1 feel 2 Any dewatermg necessary for the completion of the silework shall be considered as part of Ra� `L �`►' JL_ the contract and shall be the Contractor's responsibility aN�. r'^ sss+++��� ^ D13 The Contractor Mall coordinate all work within Town Road R O W with Town authorities 14 The Contractor shall Install the electrical, calk and telephone services In —,dance with JUL9 1�« the utility companies requirements �iJ (f 0 2 2} I3 15 Existing pavement and tree slumps to be removed shall be disposed of at an approved off - site location AN pavement cuts shall be made with a pavement saw Clt]/ O/61 r16 If there are any conflicts or Inconslstanctas with the plans or specifications, the Contractor SO , sd; shallconlacl the Engineer for verification before work continues on the Item In question 1 1 � "9for LL PLAN SHEET INDEX 1 I SHEET# DESCRIPTION 1 i I C1.0 SITE DESCRIPTION PLAN / C2.0 SITE IMPROVEMENTS PLAN 1 I I C2.1 BUILDING PROFILE VIEWS C3.0 SITE GRADING AND DRAINAGE PLAN C4.0 SITE UTILITY PLAN C5.0 SITE LIGHTING PLAN C6.0 SITE DETAILS GRAPHIC SCALE C6.1 UTILITY DETAILS i 1 C7.0 EPSC SITE PLAN 1nc IN C7.1 EPSC NARRATIVE 1 1 \ ih E200 it 1 C7,2 EPSC SPECIFICATIONS C7.3-7.7 EPSC DETAILS C8.0-8.3 SPECIFICATIONS SHEET# DESCRIPTION L 1 SITE LANDSCAPING PLAN DIMENSIONAL SUMMARY A-1 SOUTH AND EAST BUILDING LEGEND ZONING DISTRICT: INDUSTRIAL OPEN SPACE DISTRICT ELEVATIONS 3ee ---- - - EXISTING CONTOUR AEQ'D, EXIST. PHASE I FULL BUILD OUT A-2 NORTH AND WEST BUILDING �I�'•—�'i PROPOSED CONTOUR DRAINAGE SWALE LOT AREA 3.0 AC. 3.29AC. 3.29 AC. 3.29 AC. ELEVATIONS — — — — PROPERTY LINE 0 SEWER MANHOLE (143,436 SF) --------------------- EASEMENT LINE O STORM MANHOLE LOT FRONTAGE NONE 260' 260' 260 — — — SETBACK LINE '9 HYDRANT FRONT SETBACK 50' - 210' 210' —Ss GRAVITY SEWER LINE 0 SHUT-OFF SIDE SETBACK 35' - 35' 35' PARKING TABULATION (LIGHT MANUFACTURING CATEGORY) —FM FORCE MAIN Rl POWER POLE REAR SETBACK 50, - ±92' 52' — —W WATER LINE ® CATCH BASIN BUILD. COVERAGE 30016 0 21.2% 24,7% REQ,D. PHASE FULL BUILD OUT LOT COVERAGE 50a/ 0 46.88% 49.93% .5 PER 1,000 SF 30,000 SF / 1000 x,5= 15 SPACES 35,000 SF 11000x.5= 18 SPACES —ST STORM LINE oo LIGHT POLE FRONT YARD COVERAGE 30eh - 11.1% 11.1% PLUS 1 SPACE PLUS 1 PER EMPLOYEE=18 PLUS 1 PER EMPLOYEE=18 — —OE OVERHEAD ELECTRIC Q 0 © DECIDUOUS TREE PER EMPLOYEE 25%WAIVER=(33-8)=25SPACES 25% WAIVER= (36-9) =27 SPACES — —UE UNDERGROUND ELECTRIC �jh CONIFEROUS TREE *Existing coverage calculations based upon proposed subdivision line TOTAL PROVIDED = 27 SPACES TOTAL PROVIDED = 27 SPACES — — G GAS LINE EDGE OF BRUSH/WOODS SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATE& INC, PO BOX41116 SHELBURNE, VT 064/2 10�2aas FAIL Wa-gl a 71 sae: wwwc.wa.cwn —IIN PBS CRNCa[. DSM WROM DSM OWNER: SUMMER ICE JOINT VENTURE, LLC APPLICANT: SUPER -TEMP WIRE AND CABLE, Inc. PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT LOCATION MAP 1 UATa I CH[CaaD I R[V1910N I a/1p/pl Oaa/AC1. R[w[[p aR[ PLVI SITE LOCATION PLAN DATE INUNING NUMBER APRIL, 2006 —1.R 1"=200' C1 .0 r"i No. 06113 PT PT 0 SITE ENGINEER: 1 I ICIVIL 1- f ENGINEERING ASSOCIANS, INC. I I P.O. BOXI86 SHELBURNE, 1T 06182 L72.pIF2Jt3 FAK 102-Y�LY]]f xM• wxvV c.�M.am BURLINGTON PROPERTIES, LTD I �Dr DDR RID Tt ReeRViD C/O DAN KALMAN DMRN P.O. BOX 9210 1 PBS SO. BURLINGTON, VT 05403 1 —URD ' 20' WIDE PATIO DSM RECREATION PATH (CONCRETE PAD) ArrROVED EASEMENT CONCRETE PAD — — — DSM — — OWNER: 10' WIDE CONIC SIDEWALK — — — — — ' — — _ _ —_ _-- — — SUMMER ICE SNOW STORAGE AREA (TYP.) 550.00 _ — SNOW STORAGE AREA (TYP.) JOINT VENTURE, LLC 20' _ — — _ I APPLICANT: GREEN ACRES, INC. SUPER -TEMP 1 I 1269 SPEAR ST. -n 1 SO. BURLINGTON, VT. 05403 WIRE AND CABLE, Inc. — — " www.R _ � - '$ E � �'iti'�,.�:s.:,�, f�'_� . r.+• m �,s'•,. •--1 1.',.. m PROJECT: l0 EMI K MAINA£ SWME NEW "^;3010 MANUFACTURING I',a �, ,r' F.F. s. � �,.: 9 F FACILITY BOWDOIN STREET *' SOUTH BURLINGTON W -a� I'3 psi `°i`,•7� ;<rFy..,xAt : , =!;+'`",jr, PROPOSED STORMWATERmcn aAN="a;u`,„',.'Y^%""""''+%'r' 1 VERMONT DETENTION POND I 1 j 1 WET ELEV.= 346 0' I 0 PROPO ED JREE- ANDING SI I I o 111 ' I 1 11 I I TO BE SIG0NNED IN CCORDA E WITH TH CIYY OF S TH BU NGTOM I 1 SIGN ORDI CE I I SUMMER ICE JOINT VENTURE, LLC mI _-J I PROPOSED PA NT ®I I - -33,000 S.F. ---� PARKING AND D VEWAY —ST— —w- T 3 E— _ - - 550.00 5• WIDE CONC. 1 1 1 — SIDEWALK PROPOSED 12'X 1' CONC ETE I _ PROPOSED PARKING DUMPSTER PAD NO APPF�OVED CONC. RETAINING SPACES (11) SCREENED EN CLO URE I WALL T. HAND CONC. RETAINING RAIL ON TOP WADE CONIC. ON TOP PROPOSED LIGHT POST (TYP.) WALL WITH HANDRAIL 1 J.5' SIDEWALK BICYCLE RACK 8' WIDE CONIC. I — _ LOCATION SIDEWALK I O 1 I OI RATR CNLCRID RM910R L-PROPOSEO PARKING a/ze/m Deu/ut RPMem run s I SPACES (7) 1 I� •mll ��C�r' 1 I I I SUMMER ICE JOINT VENTURE, LLC YED II 1 jUt , 4 LEGEND i o i Z I I City Of So. g ss PROPOSED SEWER II Lh«1gtpn SITE I I —' —ST— • — PROPOSED STORM LINE I I I I IMPROVEMENT PROPOSED GRADE III I PLAN II I I GRAPHIC SCALE 1 II II I OM iNC nUNRI m o 1. w w xo I APRIL, 2006 -�--�J- I inch - .30 It. I I — I PRO, No 06113 SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES, INC. P 0. BOX 455 SHELSURNE, 1? 05482 40P i16fJ2.1 FAX., SQIMI Y271 o4b. xxw.crA. comnpxr ®wa - AW. Rlaxn RsaaviD ERA" PBS I OPOSEDGRADE - - VCD ADTFSRDM ELEV 4400 D0.1 {I DSMPR 390 380 o- --- - - - - - - - - - - - - _ - - - - - - - - - -PROPOSED STORM - - - T€R--POND - ELEV = 384.1 - - 16.0 - OWNER: SUMMER ICE 370 �- -- ------ -- - - - - - -- — - — --- - - - - � .s' _ - -- -- - - -- JOINT VENTURE, LLC 360 Z -_ - - �_ -_ __ - __ _ - __ _ -_ F ____-_ _ _- _ ___ _ _ _ _ _ _ _ _ El _ _ _ _ __ - _ APPLICANT: SUPER TEMP 350 FRO A TOP OF BUILDING 5000 SF FUTUF E ADDITION WIRE AND CABLE, Inc. TO EXISTING GRADE= 43.5 ELEV 340 vj O O EXISTING GRADE J q f��0 r\ 16 W I� V aC w 0) PROJECT: eOp�i c7 Cl) Cl) � M I`�7 O J NEW 1001+00 101+00 102+00 103+00 104+00 105+00 MANUFACTURING ROAD -NORTH VIEW PROTECTION ZONE BASELINE - ELEV 3935' ELEV 3B0_- 380 - 340 - - 0+00 2+00 4+00 PROFILE BEGINS AT CENTERLINE OF HINESBURG RD (RTE 116) PROFILE= 3935'+5 S' PER INN' p 6+00 8+00 10+00 12+00 14+00 SOUTH ELEVATION SCALE 1" = 20' EXISTING GRADE .I � 16+00 18+00 20+00 22+00 VIEW PROTECTION ZONE ELEVATION SCALE 1" = 125' FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT RECEIVED City of So, Burlington THOMPSON STREET EXISTING STORMWATER DETENTION POND /77 --l]I VIEW PROTECTION ZONE ELEV-4135' BUILDING MAX ELEV =1001' BOWDOM STREET - r r - -I-_ - r i � I t- DATZ c .1— IIA9 1. WY/AIL IWL110 DURDVIa r 24+00 26+00 28+00 30+00 32+00 34+00 36+00 �PRGPOSED BUILDING PROPOSED BUILDING ELEVATION VIEWS DAn APRIL, 2006 SCAL AS SHOWN PRW NO 06113 DRAIIMC NUIO�R C2.1 31 SITE ENGINEER: 01 C CIVIL IMISIMEEkING ASSOCIATES. INC,. P.O. BOX485 SHEMBNE, VT 05482 BURLINGTON PROPERTIES, LTD C/O PAN KALMANDmwN , A� P.O. 'BOX 9210 PBS SO;' BURLINGTON, VT 05403 PATIO 2 IDE DSM T AD 0 (CONCRETE P RE EA ION PATH M 0FROVID EASEMENT EPAD DSM p)i OWNER: 10- kE CONIC, SIDEWALK SUMMER ICE SNOW t�TORAGE 'AREA (TYP,) SINOW STORAGEIAREA JOINT VENTURE, LLC O.C)o 20' APPLICANT: X GREEN 4CRES� INU. 7 SUPER -TEMP 12r59 SPAR T. zi q.) VT. 05403 WIRE AND CABLE, Inc. --lUKPINIGTON, 7.6 'E. —1 .0 _U N M 24' HDOE PROJECT: IXM NV 2 DEL "s-G �WALE NEW I-EV=3 7.5 MANUFACTURING FACILITY \ \ I I ` 1 NEW M DPE RIM-141 BOWDOIN STREET NV• SOUTH BURLINGTON \p PROPOSED S,-,FORMW4,*R Is VERMONT �EtNTION POND W�T ELFY PROPO ED JR ANDING SI H TH CITY OF NGT6 4 353 INV� 57.3 SUMME-i6CE'\JOINT ENTUiRE", kc T" D E E.S. 11 T, PROPOS --P-A-V E EX CB ANV. -114 0 -33,66 Y, B PAR AND D \/C'WAY RX1.24 'NV I N; NEW-fB-#&-- V 143 MM-35,5 44 t 3 9 —550-00. 5 WIDE CON�. I S SIDEWALK NE CB PROPOSED 12X 4 RI -345.5 PROPOSED PARKING I", DUMPSTER P�CDL �D VED IN —342.2 CONIC, RETAINING RIM=353 8 SPACES (11) SCREE�ED E 0 RE /Ill WALL WITH HAND :NV. IN 148 6 NEW CONC RETAINI G I RAIL ON TOP NV. O�T 3i8. M LIGHT POST (TY1 R t3.13 WALL NTH HANDRAIL INV. IN (N)-348,7 ON TOP 3.5' WIDE 6ONC, PROPOSED 8' WIDE CONC INV.IN (NW)-350.4 \SIDEWALK BICYCLE RACK LOCATION SIDEWALK INV. OUT-348,16, v ;?EATMEN� LPROPOStD PARKING RAS IN 6343.54-- H6SP mv I'S ...... �PE ' LINED FOR MWAq1R ACES X7) I SUMMER ICE JOINT VENTURE,, LLC RECEIVEP. �E D, ----4ss PRP ,po SED SEW \ ER SITE GRADING T �q��O�ED- STORM LINE AND DRAINAGE P'R000�ED GRADE C - ity 6f I S'0'. Bur I fingtb�f),,,, PLAN GR "§CALE-- DAn Im APRIL, 2006 FE 30' lrh\. tt FRW No C3.0 06113 1 1 1 1 l( �1'11(, I- i�,,�,,�A",, `J %I _ 20' //WIDE RE�YYREATION PATH I EA5EMENT �! (� 1� l / i % / __— f ` Tom' i �: ', '- ``�� — — � — — - - -_ � ' •� I r � _ 1 I r \ 20' �p �M; (5"� _ S _ -1 57.1 7.0 � 1 _ 40 — 1 N LUG T INI£T _ _ — r+- •��tb I1 - aJUa 1 \ , r I ,� �„�:,L;.rr ''r,fy i•*.y"r' �'y�ri�:S M,v: ?G'=F'A�,"✓;° II \ , p 1 . t l rk I - INN WT J�D2 1 , I � �. �r ' ,,; u N� ��� , • GILDING /j PRO�OSED Ix355 1 ,j t I� - 1 f 30,000 $,F. 357, �I 1 I ENISnNO AINAGE SWALE 1 ) Y5iJF.F. I I I I t I;i �• N 91 \ DETENTION p D { I r t � PROPOSED $Tp WAT R \ fir. 'tr � " ��� � Ih \ iNET ELE'V = `E,�(�y.�-- I �1 \ \\ I \ l I i �I l' I I Kis' 35V5 I _•--'i1 I I\ I jj •I 354 --- � � � I ( I `! �' 1 I I I 1 � � — • I I I - _ _ _ V �- - I 1 ti, I I �`� \ ) 1 I 1 �I II I Ii IIsrA uan 362 T ANSFORMER V UT (7'x13', \ I EX CB I I ® I II I VERIFY FROM G P)'LOCATED RIM=3457 —w- ` I I •a I, h MIN _5' FROM UIL.DING--- I INV IN=341 - 1 i INV OUT-3�i8 _ =5j= \ - -4 - � - I I Of 1 I 1 w T 1 L -'-NOTEI y 1 I I s ', � � � _ _ � JT1UTY CONDUITS To BE 1. Utility locytions-and-tnverfs should be field verified by the ontlrac or. CONCRETE ENCASED CROSSING �(A14-diseM ancies shall be reported to the Engineer. The Contractor hall col�tact Dig' 11.V UNDER PARKING ,LOT :.� '� Safe 888-344-7233 prior to any construction. 1 r - - I s I _ I' I t NEW EWER CLEANOUT2 ' I ' 'I RIM- 51.3 —� 2 All wote� installation work and water distribution material rY1u4t co I with the "CWDI Y s I `�\ t EW SEWER CLEANOUT #1 p� I l RIML34Bi5 Specificatigns . Details forlthis project must be the same as those within {�1e above INV�2'IG-- referenced CWD Specifications. I EX SMMM- -ss-t- i RIM=345J II 1r I I I I Nv, I 37,5 'I !I 1 3. All do estic services ,and fire sprinkler systems that are connecte Ito the public INv. OU =3376 t J 1 water syst m shall be protected with a backflow prevention assembly, and appropriate thermal ex ansion system in compliance with the Qni I _ I r f h• Bur hencefo th the 1 Connection th Watystem o t e It of South Du II aton Wat 5 r I eInstallation -Nol : \ ICY All'w rkj t 'Ibe, performed m accordance with "backflow D dinance." Please contact the South Burlington Water Deplta�tment or 'more the etI catlong and DetoJs for the I l informatid'[1\ on backflow, protection devices. _ 'I I 1 _ _ __ I I m I I 1 Install tlpn of Water lines and Appurtenances �EIGL�D for IalWatr Systems Owned by the Champlain 4. CWD Specifications state that no water lines shall be installed after Novemb r 15 or I I o I I Wai,erIst�i ti dnd',the City of South Burlingto before April 11 without prior Approval of the Superintendent., The Suprinter5den may 1 o I Detail sho Id,1 be modified to the above restrict world before November 15 and after April 1 during adverse weather con tlons. referen spe it ca'llons.', \ 1 5. Mechanical joint restraints with twist off nuts shall be EBAA or Si rTla, or la s FR P10 ED SEWER ' g, I / � � I I 1 � \\ _ � Department approved equal grip ring. 1 —' —S — '— I P;R D.-STORM LINE I I II 6. No underground u)ity shall be installed within four feet from the wapter moth (on I I \ either _side, from the top of- the main to the finish grade, with the a'eption of torm I I I sewer and sanitary sewer as stated in the above referenced Specificatibris.\ Trlee shall I l I I 1 \\ not be placed over any wSLter main or sefvice line, nor placedwithin 20' \of any appurtenance, mcludin rants. 1 �RAP'I�I CA' E I I I \II I pp - 9lfire hydrants. 7. Separations -between the water main and service' line and nearby sanitary and s arm w 1 D m =D'vw sewer--liries shall comply with the VT 'WSR requlrgments and the above referenced / Specifications. [t—w 8. Prior to any building - construction, the building contractor�how4d-caflfac tMe So th 1.tnch`; so \_purlincton Water Department to dLscuss Ci cd 8oatf-�rTngton requirFrtenfs for eter sizing, meter -settings, ans _b4iokf nw-pr>�tions. 8- South Burlington Water Department shaill be notified prior to bachfillirhg 'to insect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. I SITE ENGINEER: ( CIVIL ENGINEERING ASSOCIATES, INC. F.0, SOX 485 WCB~,, Vr 06M I 111F2=2= FAX IDI -2221 NRD, wxwcu.Kcan carvmexr eaw - Au. ucm x=eenv2D DIS-N PBS CNEaxW DSM ArrSa— DSM OWNER: SUMMER ICE JOINT VENTURE, LLC APPLICANT: SUPER -TEMP WIRE AND CABLE, Inc. PROJECT' NEW MANUFACTURING FACILITY BOWDO/N STREET SOUTH BURLINGTON VERMONT I DAn I CxecssD 1 II[wsIDN I SITE UTILITY PLAN DAn DRAM. NDIIRD APRIL, 2006 SCAB 1" = 30' C4.0 PROI. Na. 06113 I 1 I 1 1 I I 20' WIDE ' RECREATION PATH EASEMENT _ BUILD { s• ., . 4•r v ....: POSED I, II �. �'�,�,,-.� s,,,;:� ."i.�;:���:•�; PRO I r1 sz;" 000 S.F. z II 1 1 30o it 1. �'' �,�� ��;-,; �� F.F. ELEV= .• ,.:F��„",� b,� y ' 1 -,<Will , OR VA X1 -'•��—.� VIER Y• FROM GMP) LQCATED' �1I4G - U� CONDUITS TO BE �- — CO NCRETE,ENCASED`CRbSSING UNDER PARKING LOT — _ _ 20SAR102 -205AR102 Schedule of Fixtures and Poles for Super Temp Manufacturing Facility Site Plan I ' I 0 1 O I I I o I z 1 � I 1 Pole/Light Luminaire Lamp Type Manufacturer Pole Type Designation Type and Wattage 20SAR102 Full Cutoff 100w Pulse Kim 1SA/SAR2/100MH/A 5", 11 go round 20' tall Type 2 start metal include photocell control, steel, non —tapered pole distribution halide, ED-17 flat lens on concrete base medium base 20SAR174 Full Cutoff 175w Pulse Kim 1SA/SAR4/175PMH/A 5". 11go round 20' tall Type 4 start metal include photocell control, steel, non —tapered Pole distnbutwn halide, ED-28 flat lens on concrete base n ul base 25SAR174 Full Cutoff 175w Pulse IOm 1SA/SAR4/175PMH/A 5", 11 go round 25' tall Type 4 start metal ED-28 include photocell control, steel, non —tapered pole distribution halidegut mogul base flat lens on concrete base SITE ENGINEER: L CIVIL ENGINEERING ASSOCIATES. INC, P.0 BOX485 SHELBURNE, Vr OW IWJI6 W SO W4271 _b Nxw cKMcmn 0"" PBS CHRCRRO DSM uPft=!) DSM OWNER: SUMMER ICE JOINT VENTURE, LLC APPLICANT: SUPER -TEMP WIRE AND CABLE, Inc. PROJECT: NEW MANUFACTURING FACILITY BOWDOW STREET SOUTH BURLINGTON VERMONT Vie av;, City of DATR Cn'to' RRYI " ./2�/D, Dd/ACI. RMfiD >ntt 77 SITE LIGHTING PLAN I I 1 Alternate equal product is Cooper's Invue Vision series with segmented (not hydroformed) optics. GRAPHIC SCALE 1 Pole selection is based on EPA of selected product I » o 11 to w 1]D I I I { IN DATR DMWING N 111911 () I I _ _ _ I APRIL, 2006 mDn . so tc I _ _ — _ 9CC5.0 PNOL No 06113 FINISH OPTION: COATED W/ZINC RICH EPDXY THEN FINISH W/ POLYESTER POWDER COATING. BLACK R'II WIAI —{IiMi1— i:T:.i."I � I - -t t°mwr BIKE RACK DETAIL N.T.S. 14"x6" P T. POST PLAN EXISTING ,. _- -EXISTING 2 GROUND _ _ ' I,iI SIDEWALK WIDTH AS SHOWN ON PLANS GRADE (MIN) TO 2'-0" _ _ _ _ _ — _ — _ — _ _ —— } 2- t __N _ — — _ —18" SEE GRADING PLAN MIN i2— 5'" CONCRETE SIDEWALK SEE GRADING L AN _ �P PROVIDE 4" TOPSOIL MIN I, f TO BE USED AND GRASS COVER CONSERVATION MIX ( ) _ -}li: -�a n-rn" INSTALL EROSION CONTROL MATTING IN DITCHES WHERE SHOWN ON-- _ ',fin - - - ` WHERE SLOPE 5E SWPPP SITE PLANS, AND AS NECESSARYI���I STAPLE AS PER MANUFACTURERS SPECIFICATIONS STONE FILL STABILIZATION F"�^T=' 8GRAVEL SUBBASE / 12 O" THICK MIN FABRIC GRASS LINED SWALE 6 6 `UNDISTURBED SOIL OR APPROVED TYPE II, MIN N.TS. COMPACTED GRANULAR FILL STONE LINED DITCH NOTES N T.S 1/2"GALV, CARRIAGE BOLTS OR 3/4"x4 1/2" LONG GALV LAG BOLTS rSCREEN BOARD 2%6" P T. GIFTS I OR OTHER MATERIAL (TYP.) AC PPP f1WNFP[ RP(111FCT No ME long POST 6" CRUSHED AT CONCRETE FILL AROUND POST POST 7'-27 O.0 OR LESS 7-2" OC. OR LESS 1 EXPANSION JOINTS SHALL BE PLACED EERY 20' AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2 BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS TYPICAL SIDEWALK DETAIL N.T.S 3 1/4" BITUMINOUS CONCRETE PAVEMENT, 1 1/4" TYPE IV FINISH COURSE 2" TYPE It BASE COURSE ^CRUSHED GRAVEL .�, ACT SPEC 704.05 12 BANK RUN GRAVEL OR 12' CRUSHED GRAVEL COARSE A0T SPEC. 704 04 AD T SPEC. 704.05 `—COMPACTED SUBGRADE---_ STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL PARKING LOT SECTION (FOR AREAS WITH NO TRUCK MOVEMENTS) N.TS, MATCH DITCH CULVERT & END SECTION SECTION .L4 J A -A TYPE II STONE FILL 3 A TYPE II STONE _ FILL (1'-0" MIN air THICHNESS) CULVERT END SECTION 'A STABILIZATION FABRIC CONTINUE STONE MIRAFI 50OX OR FILL IF REQUIRED APPROVED EQUAL END SECTION DETAIL N.T.S. SITE ENGINEER: 0 CIVIL ENGINEERING ASSCIUATES. INC. P.O. SO.X486 SHELBURNE, VF OU82 W2�3 FAX 4"6."71 wobr wNW.CNa1.WIR C°RYAI6RT -ALL RI 7b R{6ERRU DMRN PBS CNICKID DSM APFRom DSM OWNER SUMMER ICE JOINT VENTURE, LLC APPLICANT. SUPER -TEMP WIRE AND CABLE, Inc. PROJECT: NEW MANUFACTURING FACILITY BOWDO/N STREET SOUTH BURLINGTON VERMONT DUMPSTER ENCLOSURE N T.S. 4" BITUMINOUS CONCRETE PAVEMENT, CONCRETE FLOOR SUB 1 1/4" TYPE III FINISH COURSE 2 3/4" TYPE II BASE COURSE CRUSHED GRAVEL - INSTALL HANDRAIL_ WHERE WALL IS OVER 18" HIGH 3' 12" CRUSHED GRAVEL FINE' ' SAND DYER 10 �H'' JI M' t2" BANK RUN GRAVEL OR 12" CRUSHED GRAVEL COARSE A0T SPEC 70404 A0T SPEC 704.05 'a'". ' STABILIZATION FABRIC 3/4" WASHED STONE ^ V 1" CHAMFER FINISH f-•.-12" -{ 11 _ MIRAFI 50OX OR TYP ( ) GRADE ,u'_ L, ,I ,:�,'j? jl_ }(,�.11+ L APPROVED EQUAL 2 _ MIN {r 4" PERFORATE / `(� COMPACTED SUBGRADE—�, - 1 PVC PIPE. Z _ 2" METAL SLEEVE + � p a y r �' `I y _ '• {- STABILIZATION FABRIC MIRAFI * 1�',f:, 1,t 1'qi SEE PLANS FORFILTER O r IQyED 07 EMBEDMENT ( ) TYPE II �- _ 500X OR APPROVED EQUAL (OPTIONAL) STONE FILL INERT ELEVATION 140NS ORBAFII 'AV.��(JV /� l,l ��0� 0IN ^� V _ EQUAL SO• `' I 2" CLEAR TYPICAL ROADWAY SECTION 'OR 1�'1 *SLOPE ALL PIPE TO UL7W EXPOSED CONCRETE WALL POND EMERGENCY SPILLWAY SHALL HAVE A RUBBED p5 ®12" 0 C (FOR AREAS WHERE TRUCK MOVEMENTS OCCURS) DRAIN ® 1% MIN. SURFACE N.T.S. N.T.S. o#'6 BARS ® 12" O.C. TYPICAL UNDERDRAIN SECTION (BUILDING) °•� ��°�° rtrvcston 0 TOP COURSE BITUMINOUS NTS i �.� I" BACKFILL w/ CONCRETE PAVEMENT CONCRETE OR FREE DRAINING BRICK PAVERS d .I^;}°.t'i �•I `i GRANULAR 1/2" R 6" (SEE ARCH PLANS) F ,I a MATERIAL BASE COURSE BITUMINOUS �j CONCRETE PAVEMENT PAVEMENT PAVEMENT 7„ 5. CRUSHED GRAVEL TOP OF CURB (SEE PLAN CRUSHED GRAVEL BASE _ WASHED 3/4" WASHED STONE STONE FOR TYPE OF CURB) END TRANSITION ) WRAPPED / WAGE SLOPE - BANK RUN BANK RUN GRAVEL FABRIC BEGIN TRANSITION FACE OF SUB -BASE MATERIALL SITE V-2" SLOPE CURB : "! t0 2" 7 r1• L ""' STABILIZATION FABRIC 'S--- MIRAFI SOOX OR 3/4" WASHED STONE DETAILS I ___L 1 CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS 2 t APPROVED EQUAL WITH I/8" JOINT BETWEEN SECTIONS MIN �rff, 4" PERFORATED N 2 CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL .; {tT'i, J•y PVC PIPE 6'-0" U CONFORMING TO AASHTO DESIGNATION M-153 SEE PLANS FOR —FILTER FABRIC MIRAFI 9-y4 BARS 3' CLEAR g5 BARS ® 12" OC I FINISHED GRADE OF (1/2" SPONGERUBBEROR CORK). INVERT ELEVATION 1UI 140N5 OR APPROVED EQUAL SPACED AS ED ROAD PAVEMENTASPHALTTREATED 3 FELT TO BE USED BETWEEN SIDEWALK FOR NpERpRY AIN 1 *SLOPE ALL PIPE TO own DM1fING NUWIR SHOWN 5'-0" -III AND CONCRETECURB TOP DRAIN Q 1% MIN, APRIL, 2006 TRANSITION CURB RCMP RETAINING WALL SECTION N TS. CURB w/SIDEWALK DETAIL TYPICAL UNDERDRAIN SECTION (DRIVEWAY) 111= 30' C6.0 NTS N.T.S, N.T.S. P1101 ND 06113 { CONE SECTION OR 4'0- TRAFFIC COVER (HEAVY DUTY) FOR SHALLOW MANHOLES 24" LEBARON FRAME & COVER LC266 TYPE C OR EQUAL ADJUST TO MEET FINISH GRADE w 0 I 48" OR 60" 0 w rn t MIN a Ea , 2" SUMP —SET FRAME ON FULL MORTAR BED & SEAL JOINT ADJUST TO GRADE WITH CONCRETE RISERS — POLYPROPYLENE MANHOLE STEPS Q B" 0 C —WATERTIGHT JOINTS USING MASTIC OR RUBBER GASKET — COAT EXTERIOR OF ENTIRE MANHOLE WITH A WATERTIGHT SEALANT (2 COATS) HOPE PIPE (SEE PLAN FOR SIZE) SEAL WITH HYDRAULIC CEMENT MORTAR, OR GASKETED FLEXIBLE WATERTIGHT CONNECTION 7�T 12" MIN UNDISTURBED SOIL OR ROCK 6" MIN, CRUSHED PRECAST CONCRETE OSTONE BEDDING POURED IN PLACE BASE SECTION TYPICAL STORM MANHOLE ANTI -VORTEX TRASH RACK PLAN SHOP FABRICATED AND SET ON COVER, ASPHALT COATED CORRUGATED GALV METAL LEBARON LF248 24" x 24" Cl GRATE w/3 FLANGED FRAME (OR APPROVED EQUAL) TOPSOIL, RAKE, UNPAVED PAVED SET FRAME ON SEED & MULCH GRASS FULL MORTAR BED NOTES, BITUMINOUS CONIC PAVEMENT (1/4"/FT. - 1 Typical trench for water, sewer, and drainage pipe SLOPE MIN) -- 2. Compaction of backfill and bedding shall be a Ec - - '','-' minimum of 90% (95% under roadway surfaces) 72" - ,' •-,:�. of maximum dry density determined in the MAX 3 c' standard proctor test (ASTM D698). APPROVED BACKFILL THOROUGHLY COMPACTED 3. Bedding material shall not be placed on frozen PRECAST CONCRETE 24" x 4" o o IN 8' LIFTS subgrade ./MONOLITHIC BASE ADJUST TO GRADE WITH CONCRETE RISERS U C) 2" OF RIGID INSULATION 4 Approved backfill shall not mention any stones z Z TO BE INSTALLED WHEREVER more than 1 in largest dimension. 2° maximum MINIMUM COVER CANNOT tllameter wit1hin 2' of the outside of the pipe, SEE TABLE o BE MAINTAINED & ALSO or any frozen, or organic material I I D 2APPROVED BY THE ENGINEER CAST -IN -PLACE FLEXIBLE MH SLEEVES "' '0 PIPE 5 Trenches shall be completely dewatered prior to placing of pipe bedding material and kept dewatered during installation of pipe and backfill. GROUT) 6' WATERTIGHT JOINT USING I. HOPE OUTLET PIPE - - THOROUGHLY COMPACTED 6 The sides of trenches 4' or more in depth entered by personnel shall be sheeted or sloped to the MIN WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND (SEE PLAN FOR SIZE) _ _ - - BEDDING MATERIAL angle of repose as defined by 0 S.H.A standards. LIFT HOLES w/NON SHRINK da 6�. - - - 7, Bedding material for wastewater lines shall consist 18 of crushed stone or grovel with maximum size of 3/4" SUMP 6" MIN CRUSHED GRAVEL _ UNDISTURBED SOIL OR ROCK For water lines bedding material shall be sand Submit a sample to the Engineer for approval * PRECAST MANHOLE STRUCTURES TYPICAL TRENCH DETAIL SHALL CONFORM TO ASTM SPEC C478 (LATEST EDITION) N.T S. TYPICAL CATCH BASIN N.T.S. -1/4" 0 ROD m 6" 0 C. 24 0 —2" x 2" x 1/4" ANGLE —1/4" Q GRASS PAVEMENT I TCAST THREADED SDP 35 PLUG w/ COUNTER SUNK SCREW ON VALECLEANOUT BOX P SECTION INDEPENDENT R MARKED OF PIPE CLEANOUT TO BE INSTALLED UPSTREAM OF BENDS) IN BUILDING SEWER(S) WHEN 8" SDR 35 CHANGE IN PIPE DIRECTION EXCEEDS 45' WYE 45' (USE LONG SWEEP FITTINGS WHEN EXCEEDING 45') FLOW k;tC-NCRFTE TICi In niSDR 35 PVC CRADLE w/ 3 MIL POLYETHYLENE PLACED BETWEEN PIPE & CONCRETE TYPICAL CLEANOUT DETAIL N T.S. 12" RIM ELEV. - 347 6' FINISH 12' GRADE 24 0 WATERTIGHT JOINT USING 1" 3 48" 0 MIN WIDTH FLEXIBLE GASKET 3"0 OUTLET PIPE PRECAST CONCRETE w/MONOLITHIC BASE INV ELEV - 346.4 TYPE I STONE FILL HOPE (SEE PLAN INV ELEV 343 0' FOR SIZE) SUMP CAST -IN -PLACE 6" MIN. CRUSHED GRAVEL FLEXIBLE MH SLEEVES PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION) STORMWATER MANAGEMENT TYPICAL OUTLET STRUCTURE N.T.S. a fi WATER SEWER MINIMU BETWEI WATER SEWER TOPSOIL, RAKE,UNPAvtui, HAVEU SEED & MULCH- NOTES. ' - - 1 Compaction of backfill and bedding shall be G a - minimum of 90% (95% under roadway surfaces) Ir a of maximum dry density determined in the standard proctor test (ASTM D698) ❑ APPROVED BACKFILL THOROUGHLY COMPACTED 2, Bedding material shall not be placed on frozen z o IN 6" LIFTS subgrade is n a D 2• APPROVED GRANULAR FILL 1 Approved backfill shall not contain any stones more than 12" In largest dimension (6" In N THOROUGHLY COMPACTED IN 6" LIFTS roadways, 2" maximum diameter within 2' of the outside of the , or contain any frozen, v wet, or organic material, HOPE STORM DRAIN PIPE 4 Trenches shall be completely dewatered prior to 12" placing of pipe bedding material and kept dewatered during Installation of pipe and backfill THOROUGHLY COMPACTED 5 In trenches with unstable materials, trench BEDDING MATERIAL bottom shall first be stabilized 6 placement of 8` filter fabric then crushed stone (y3/4 maximum). 6 The sides of trenches 4' or more in depth entered UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped to the angle of repose as defined by 0,5 H ta[n'ddards 7 Bedding material shall consist of cr h �SElt-C TYPICAL STORM TRENCH DETAIL gravel or sand with a maximum size a 333�i+'�`�y. Submit a sample to the Engineer for approval N.T.S. JUL Q NOTES- 1 AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE 2. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 3 WHERE IT IS IMPOSSIBLE TO MAINTAIN THE IS- SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS 4 WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE WATER/SEWER CROSSING DETAIL N.T.S. City Of SO I EFFECTIVE B1IRIFA GATE VALVE MINIMUM ONE FULL BEARING AREA (RI1H CONCRETE LENGTH or PIPE SUPPORT VALVE I {,� t ANCHOR PLUG UNDISTURBED '�—UNDISTURBED SOIL VALVE/DEAD END REDUCER SOIL NOTE —� PLACE 3 MIL (MIN) EITWEEN AlN SHEET BETRST ALL AINDEIE l` THR A BLOCKS TING PIPE AND/on nTNNCs N PREVENT BOND „i , I UNDISTURBED —UNGISTURREa OR 45I Sill T _ sou OR 11 /4" BEND T— MINIMUM AREA OF BEARING SURFACE OF CONIC. THRUST BLOCKS 1MMMMMMMMMMMMMMMM Wmmm m• m' m' •®®m' m' m®• ®' m' m• ®m®m' ®'=''®®' 1Wr:)I2W1Wff M MMMMMMMMM®M®m®0MMM ? 1A1ill J 'min®Q1®®mmmmmm��mm��iEC�YiN'�!3FSSLiI�I THRUST BLOCK DETAILS N.T.S. SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX4ff6 SHELSURNE, Vr 0502 4aP%e FA. �11 — www ex N.own —GHT il Au, n1. nRrsevm DR.LRN PBS cismltZO DSM APFROM DSM OWNER SUMMER ICE JOINT VENTURE, LLC APPLICANT: SUPER -TEMP WIRE AND CABLE, Inc. PROJECT. NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT / VED s1,j"". eG ,Ll4„ UTILITY DETAILS DATI bRA11DlG NUMBRR APRIL, 2006 sCALR 1"=30' V6R 1 eRDz, nO, 06113 SITE ENGINEER: 1 / II �111,1 CIVIL ENGINEERING ASSOCIATES. INC. TO �WA�jER PDBDX.MS �L 71 i \ II� `,\', '1`• 11 10?/Ib4,1TJ FAIL \ \ 1 1\ `I x+nxcrr+dmm - / ) ' � 1 I I \ 1,1 \``\� • COPYRI4HT - AW, m16Hli mlrp+Y�H \' DISC ARSE PC�II�1 T, j 11''1,\'', \, = __ HA1N rtIUR IDIT"r' SAMPLING PBS 1 �11 l DSM 1 � APPMVm osm OWNER: _ y, I PTExsn1,.1E LVERTWNOTIN I `EMERGE CY\� WAS I __—_ _ -� SUMMER ICE ` \ PROPOSEDIDMH IS IN 7D DEV 3 JOINT VENTURE, LLC 77 1 �q1. \ h k r (I) �7.1 71 7 3570 _r.-. 1 \ APPLICANT: � � I ' 1 SUPER -TEMP � 1 3 3 WIRE AND CABLE, Inc. S 1 � \ Tx cu�vcmr lxiE'r- 10 T R N ORM N 4•f - u� r," w, r .�- `•' C 1+1I I ( I \,I I 1 I N T POD 't 'prF; "n„•"y'�a. i^iz Y, 'XIr ly�`*,',. s tis N T PROJECT: Ex 5.4 I' C 1 \ _ • ""1� F v' r� o J.F• 1 1 I ensnxe MrvAcc swA� NEW / — -pip _ % W; .: r' a F.F. �L � All' ,, . _ MANUFACTURING X4^x:� SILT FENCE P 7 r',Je. ) FAIJILIT7 x '7 1 >;�AN6t�I�'15,4T1KIN , � \I, l � BOWDO/NSTREET \ \ ER0310N CONTROL ATT� -� I 1.i'>, '''• ^ ✓�%' �'� - a-`3X, DA7f'1,{,IINB SOUTH BURLINGTON STONE CHECI(DAM VERMONT V� AROUND CUL RT INLET \ INSTALL E HEC IN EXISTI+r1 DIET H UN PROPOSE cuL4E IT I INS &I RECEIVED 11 ' V CONSTRU-JUL ON ROAD I �- - /} f� AND STABILIZED STAGIN J I \ +•, �IJ,� I 1 1 EX CB �� I- �- I RIM=345,7 __'w- - Burlington I �•`,� QI S , ( I _ ST CON CTION AD I. — UI'1inl �7yon EROSION CONTROL MATTING j INSTALL CONSTRUCTION / ( //, _ ' • ENTRANCE PAD RO' X 17 MIN I I MAINTAIN THROUGHOUT 9ffE WORK _ _ _ _ y ` /1 ZI %�tha�• fy�r�Y•1;�,'�SnAn• N'�' y 1 CB INLET PROTECTION \ X . , J Y�f ���,J ��iih!i'y�..rA _ _ �- — __� sI I—,R•3�H,'�xw�,',I;LY �S4x,�k 1 AND SILT SACK FVbi"' p+ jam+ 1I--�ss—I- — I I I I.`41'�'{;�,•i s�'1',0•-;..i•� _ TEMPORARY SOIL KAILE 1 . II aI I y �I ~ I i I l SILT FENC4_ X i � v1r Pte 1•L" LOCATED CfJ A0.1A LIOTANTl STONE CHECK DAM •,{;.y.PERMISSION HAS BE GRIM�3T 5,7 ,.?<I'�'1r'�'+`� LOT N5 OWNER: SUM ER ENTURES INV. IN . 5 uI I I INV, IN 337.6 I \ \ I, �I I \ \ 1'1" ) 1 / / I `�, I \ x—x—x—X SILT FENCE �POSION CONTR MA WG �y�vP) INSPECTIONS PHASE DESCRIPTION BEST MANAGEMENT PRACTICES: — ' — ' — CONSTRUCTION FENCE/ 1 DAILY INSPECTIONS BY THE ON -SITE -COORDINATOR (OSC) ARE LIMIT OF CONSTRUCTION INITIAL SITE WORK 'MALL CONSIST OF INSTALLATION OF THE TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT REQUIRED DURING PERIODS OF ACTIVE CONSTRUCTION. I I PROPOSED STORMWATER TREATMENT POND, AND DISCHARGE, THE FOLLOWING EROSION PREVENTION AND INSPECTION FREQUENCY MAY BE REDUCED TO WEEKLY IF ALL STORMWATER COLLECTION SYSTEM LINES, IN PREPARATION SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED AND DISTURBED AREAS HAVE BEEN STABILIZED (TEMPORARILY OR mre cxscxeH mmswN FOR LATER PHASES. INSTALLATION OF THESE COMPONENTS MAINTAINED THROUGHOUT SITE WORK. EMPHASIS WILL BE ON PERMANENTLY) AND NO EARTH DISTURBING ACTIVITIES ARE •\ \ I I 1 i I I I WILL ALLOW DRAINAGE FROM THE WEST END OF THE WORK MINIMIZING THE TIME SOILS ARE LEFT EXPOSED DURING UNDERWAY. a/a/ar —/.L .m x, sne rum SITE TO BE DIRECTED INTO THE PROPOSED DETENTION POND WORK, AND PROVIDING STABILIZATION AT THE END OF EACH 1 ( I I \\ 1 AS AN ADDITIONAL TREATMENT MEASURE PRIOR TO WORKDAY. I P P;P Q S E D S L WE R 11 MELT EVENT IS REQUIRED WITHIN EASU 24 HOURS A ANY RAIN E �SS I I � DISCHARGE. MELT EVENT PRODUCING MEASURABLE DISCHARGE FROM THE SITE \ I ! i THE STABILIZED CONSTRUCTION ENTRANCE MUST BE (REGARDLESS OF WHETHER CONSTRUCTION IS ACTIVELY 1 INSTALLATION OF A CONSTRUCTION ROAD AND STAGING MAINTAINED THROUGHOUT ACTIVE SITE WORK, TO PROTECT — —•SST --� —I \P P O� ED- S TON M LINE I I I I AREA ALONG WITH PARKING AREA UNDERDRAINS AND AGAINST SEDIMENT MOVEMENT BY VEHICLE TRACKING. SPECIALIST) ARE ALSO AREQUIRED nEVERY ONS B 144 DAYS DUY THE RING ACTIVE / •I UNDERGROUND UTILITIES AND CULVERTS ARE ALSO A LENGTH OF AT LEAST 50 FEET OF CLEAN STONE IS TO - I .I corlsTRucnoN E PS C R OSED GR �jDE I I INCLUDED IN THIS PHASE. BE MAINTAINED AT ALL TIMES. ' `� 1 I I I �� TURBIDITY MONITORING EROSION CONTROL MEASURES INCLUDING CONSTRUCTION CONSTRUCTION LIMITS ARE TO BE MARKED IL FENCING AT SITE PLAN ( 1 I ENTRANCES, CONSTRUCTION LIMITS, SILT FENCE, INLET THE BEGINNING OF THIS PHASE OF WORK. SILT FENCE IS TO SAMPLES MUST BE COLLECTED WITHIN 24 HOURS OF ANY RAIN I ` PROTECTION AND SILT SACKS FOR EXISTING CATCHBASINS BE INSTALLED PRIOR TO NEW EARTH DISTURBANCE AND OR MELT EVENT PRODUCING MEASURABLE DISCHARE FROM THE PHASE ARE TO BE INSTALLED AT THE BEGINNING OF THIS PHASE, MAINTAINED THROUGHOUT THIS PHASE OF WORK. SITE, AND TESTED FOR TURBIDITY. THE ENVIRONMENTAL \ _ AND PRIOR TO NEW EARTH DISTURBANCE. DISTURBANCE BEYOND THE FENCED LIMITS IS PROHIBITED. SPECIALIST SHALL PERFORM THIS TESTING. 1 '\\ 1 / STONE APPLICATION IS TO CLOSELY FOLLOW EXCAVATION 'GRAPIHI6SCALE I I I I I I` WINTER CONSTRUCTION PERIOD DURING THE INSTALLATION OF THE CONSTRUCT ON ROAD ONE SAMPLE IS TO BE COLLECTED AT THE OUTLET OF THE nATs muxwc Nnnn ao H +P a 1 w • - +mI I 11 - _ AND STAGING AREA ALL DISTURBED AREAS NOT STABILIZED EXISTING 24" CULVERT To THE NORTHWEST OF THE TEMPORARY AUGUST, 2006 I THE WINTER CONSTRUCTION PERIOD BEGINS OCTOBER 15TH WITH STONE ARE TO BE TEMPORARILY STABILIZED WITH CUL-DE-SAC (LOCATION 71 ). DISCHARGES ABOVE 10 N.T.U. 1 , MEMO ____ i' `I I - _ _ - UN L AY 15 Y STURB HEAVY HAY MULCH, STONE, OR TARPS AT THE END OF ND, AND REPORTED TO THE WATER QUALITY 1 AND EXTENDS TI M T. AN SOIL DI ANCE HEA SHALL BE \ ` WITHIN THIS PERIOD IS SUBJECT TO SPECIAL RESTRICTIONS. EACH CONSTRUCTION DAY. DIVISION WITHIN DAYS. POSSIBLE ON -SITE SOURCES OF Hh� 1• \ ( ( _ ) -- I I''I I I I I - SEDIMENT ARE TO BE INVESTIGATED IMMEDIATELY. i" = S0' !i. PARKING AREA UNDERDRAINS ARE TO REMAIN PLUGGED I �7.0A inc I ) UNTIL STTHE EXCAVATION IS FULLY STABILIZED WITH FABRIC A REFERENCE SAMPLE IS TO BE COLLECTED AT THE SAME TIME PRPI nH FROM POTASH BROOK, AT THE CULVERT CROSSING OF SWIFT STREET EXTENTION (LOCATION T2 SHEET C7.OD). 06113 SITE ENGINEER- 1 f 1 Av CIVIL ENGINEERINGASSOCIATMINC, / / I / ,; l , _ I ) t /I1 ,I'• \�\\'1�1'`,11`\I'111J1,'r 1 _ ' _ PO. BOX 4E5 SHELBURNE, VT 06/e2 ,...w. fI 1 \ I I I � i `t'lll 1I 111 �'II; \` \\ � \ - _ �i � corrMowr ®• - +e RsssRvsD PBS 20' WIDE \1 / DSM RE�j REATION PATH \; STO M W TEFL EA&EMENT / EROSION CONTROL MATTING J — - ADSM - — DIISCHAR E F?OINT_ - -_-_- TMR�IDIT� SA`MPL�I'NG ) - -� -3,1 _ , -� --_- l, ' SUMMER ICE / - >'I _ - _ _ 1 JOINT VENTURE, LLC 20' 7 APPUCANT: % 1 SUPER -TEMP -- — — — _ — WIRE AND CABLE, Inc. P`bNO OUTLET STRU :'Y'^✓Gx i�,, y1L,'"ry'�`"'r s✓'Y �sA„s_,x'� — � - IHV.]a+ \ ) - I "s. f' f' 1`�;t'.•':^Y,`'. 'v�i Gy_, 4 ,^ d z1• RDr[ Era ,. ,6,v pS;,•"^r 1#^-r" T PROJECT: — RM.Sa11 I/14.'}{ " q.Y.t-Kf �ry OLAT - - %;.PRO OSED B 4 1 F• I " •^'I ( 1 EMISNIG RAINAGE SIvAIE I NEW ` 5sOVU 7.5 F.F. tLEv=3, , l MANUFACTURING '\ SILT FENCE (I'P 1 1i1�4'1 t It I I �I .' / tF�� 'v,N f ' 1 FACILITY I yy [1 I; )NEW 6MW"� \ \ I RIMa�480 NEW CBI t y .1� NEW 1 HDPE BOWDO/NSTREET T- .8 , �I n f :� s .`�•�,r.;, t:"ni,.t,"srS .:ir% N sLl INV. OUTS SOUTH BURLINGTON VERMONT 4 I I\\ AN 3 1 IREC IVED \q\� I TYPE II T�1 Y / ST A CONSTRUO ON ROAD I I -- --\ yt••���y EX CO , I , - ,INV. �3Y 0 /�N1D STABILIZED STAGIN J �,�'+.R f ._,�.. I'\\\ 1 J U L 2� 1•)Li ' RIM INV r INV OUT=3� __{ ST l - I - GO S ROAD 'wl I Eo' - 'JI�I QI S IC E-3urlinqtnn - AN 3T IUZE SYv AREA —.)y _ r i.- NI ' %, ' NTEXISDAM TIFLa oITCIAI — ryJI CB I j 11I 1 I' •,•'�` - I /_` — — — l I ''Vyg)r�' EROSION CONTROL MATTING ' I NE /345 5 { I { - I\ - NEW CB IS t 1/ 342 2 _ _ RIM-353.8 INV. IN=34$•6,.,� I �DT�348.3 ( X', i •. "•I,yi.'�,'ile� 1 / 1 { CB INLET PROTECTION 1'`,DNE CH=CKO= Y I t I '®, AND SILT SACK J. CO STRUCTION FE CEJ I I r F'F~y SOIL KPILE 1 iii N J I v TEMPORA♦'�� �+ \ LIMIT OF CONSTRUCTION -__ K•: N w.ac '' �D'Y I' { _ I F GRAS LINED SWALE 4 SILT FENCE X a �'r. O ._"+a'T �p LOCATED ON ADJA NT LOT RIM=3 7 „jC ( — TT'� FOR STORMWATER TREATMEN —I�� > I +^' ; • •`s ` , PERMISSIOA HAB BE N GRAM BY _ EX SMM t I �I „yam. W 4" HDPE-;{jM1I h r STONE CHECK DAM INV IN� 375� { s r(` I III ( I .k3�43.5, ', I \ \ LOT,F50WNER: SUM ER IO9J NT VENTURES NV OU =337.6 , 'm{ I I ` II \, �) %x—x—x SILT FENCE � X PHASE DESCRIPTION INSPECTIONS - — - CONSTRUCTION FENCE/ DAILY INSPECTIONS BY THE ON -SITE -COORDINATOR (OSC) ARE LIMIT OF CONSTRUCTION THIS PHASE CONSISTS OF INSTALLATION OF THE BUILDING INSTALLATION OF FABRIC AND STONE IS TO CLOSELY REQUIRED DURING PERIODS OF ACTIVE CONSTRUCTION. "0 FOUNDATION AND SURROUNDING GRASS CHANNELS. FOLLOW FOUNDATION EXCAVATION. ALL DISTURBED AREAS INSPECTION FREQUENCY MAY BE REDUCED TO WEEKLY IF ALL v I NOT STABILIZED WITH STONE ARE TO BE TEMPORARILY DISTURBED AREAS HAVE BEEN STABILIZED (TEMPORARILY OR 1 I L� ( ` C D • - THE WINTER CONSTRUCTION PERIOD BEGINS OCTOBER 15TH STABILIZED WITH HEAVY HAY MULCH, STONE, OR TARPS AT DA4i CHICIRD RC"M.. L I L17 L I ' 1 UNDERWAY.PERMANENTLY) AND NO EARTH DISTURBING ACTIVITIES ARE AND EXTENDS UNTIL MAY 1ST. ANY SOIL DISTURBANCE THE END OF EACH CONSTRUCTION DAY. WITHIN THIS PERIOD IS SUBJECT TO SPECIAL RESTRICTIONS. UNDERWAY. yzuinv DRWACE Rnnm 57n RUN rl BUILDING SLAB UNDERDRAINS ARE TO REMAIN PLUGGED INSPECTION IS REQUIRED WITHIN 24 HOURS OF ANY RAIN OR ICI I 1 I Z I I t \\ BEST MANAGEMENT PRACTICES UNTIL THE EXCAVATION IS FULLY STABILIZED WITH FABRIC MELT EVENT PRODUCING MEASURABLE DISCHARGE FROM THE SITE —�SS PR ��SED S�•WER• 1 AND STONE 1 �dP6 {� { { 1 \ 1, TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT (REGARDLESS OF WHETHER CONSTRUCTION IS ACTIVELY �'SEO. STORM LINE { DISCHARGE, THE FOLLOWING EROSION PREVENTION AND MULCH MUST BE ANCHORED BY TRACKING, NETTING, OR UNDERWAY). ADDITIONAL INSPECTIONS BY THE ENVIRONMENTAL _ { SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED AND OTHER METHODS PRIOR TO ANY FORECAST RAIN OR MELT SPECIALIST ARE ALSO REQUIRED EVERY 14 DAYS DURING ACTIVE MAINTAINED THROUGHOUT SITE WORK. EMPHASIS WILL BE ON EVENTS CONSTRUCTION. EPSC { I MINIMIZING THE TIME SOILS ARE LEFT EXPOSED DURING f.R �� o E D G R A p E t I II { WORK, AND PROVIDING STABILIZATION AT THE END OF EACH TURBIDITY MONITORING { 1 WORKDAY. 1 SAMPLES MUST BE COLLECTED VMTHIN 24 HOURS OF ANY RAIN SITE PLAN CONSTRUCTION LIMITS FENCING IS TO BE MAINTAINED OR MELT EVENT PRODUCING MEASURABLE DISCHARE FROM THE THROUGHOUT THIS PHASE DISTURBANCE BEYOND THE SITE. AND TESTED FOR TURBIDITY. THE ENVIRONMENTAL PHASE 2 1 I•� \ I FENCED LIMITS IS PROHIBITED. SPECIALIST SHALL PERFORM THIS TESTING. y, 1� 1 'GRAPHIC �S'CALE L SILT FENCE. INLET PROTECTION, AND CONSTRUCTION ONE SAMPLE IS TO BE COLLECTED AT THE OUTLET OF THE { I ENTRANCES INSTALLED AS PART OF PHASE 1 ARE TO BE EXISTING 24' CULVERT TO THE NORTHWEST OF THE TEMPORARY DAr'R DU .. NDYO So o = n `, m ', •p \. ,zD + { I I t I I _ MAINTAINED THROUGHOUT THIS PHASE. THE CONSTRUCTION CUL-DE-SAC (LOCATION T1). DISCHARGES ABOVE 10 N T.U. AUGUST, 2006 ROAD AND STAGING AREA WILL PROVIDE STABILIZED ACCESS SHALL BE NOTED, AND REPORTED TO THE WATER QUALITY _ _ I I AND WORK AREAS FOR THIS PHASE OF CONSTRUCTION DIVISION WITHIN 7 DAYS. POSSIBLE ON -SITE SOURCES OF scAcs 1�I _ SEDIMENT ARE TO BE INVESTIGATED IMMEDIATELY. � 'j DISCHARGE FROM WORK AREAS WILL DRAIN TO THE 11. 7.OB = 30' / I DETENTION POND, PROVIDING A SECOND LEVEL OF A REFERENCE SAMPLE IS TO BE COLLECTED AT THE SAME THE PROTECTION FROM SEDIMENT DISCHARGE. FROM POTASH BROOK, AT THE CULVERT CROSSING OF SWIFT raa No { { ( STREET EXTENTON (LOCATION T2 SHEET C7.01)). 06113 SITE ENGINEER: 1 r I CIVIL ENGINEERING ASSOCIATES,IHC, PO, SOX416 SHELBURNE, Vf W02 DRAWN JI I e. PBS 20' ,VVIDE DSM REOREATION,PATH 5,TOR'MW TEI \ E&tEMENT� \ —{75'JI — — --%J - ♦ � DSM DIIKHAR E�OINfi, =_--- OWNER: —'356 TIJRE IDIT SA'MPLI'NG _ r_ a51 _S-�r� 1 `\ __ ��� 4 _ - - I i SUMMER ICE j POINT T1 _ —_ ,� ,�_ -` = ,'" "' 1 JOINT VENTURE, LLC 20 APPLICANT: ,i x, - - _ 3� f 57 I I SUPER -TEMP _ _ WIRE AND CABLE, Inc. POND OUTLET SIRU — 47.6 E%C DENT wECT-� 3.0 I •€,'rr';``C,`^_`r ',y' ^t,' -'',� I'^`if h. �'; - J' 1 1 1\ i � ` \• � I � �,x r'��'y"� r- f`l i;',%� f+ _ " T � i' •(j, .,uI \ � PROJECT: IX 24' IIDrE 'I E% CY \r • �'� '" .fA,.',.',V„ I ✓•y h.' 1 HV IN_�,D + I ` ' ' OSED''BUILD G PROl '\ '�. 5 � x3� 5 `\'1 EY15nNC AINAGE SWAIE J _ xs, �„ k; of� 30 0 0 S.F. I 357 11 NEW /'' ., LEv-357.5 ,� MANUFACTURING FACILITY SILT FENCE 1 s �"�"1k'•' alt' \ %i'J' IV�%1 � F +` I 1 I \' 'NEW,i., .'I, �±'" NEW CR •�. \il :I."�'4, e M� NEW 1 HDPE II I INv.=5z7 l BOWDOIN STREET ,ram, /' i•;,. rYtn nn RIMa354.0 �' \ I RIM 48.0 INV. I =34 I r: Wn+r a �,,. .�, t,I.W j, t t UT= .8 1 �• I-. 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RIM-353-8 i1 I I Ii I S` t I y { _ _- CONCRETE ENCAISED CROSSING INV. IN=34$fi �,— —I \ UNDER PARKING ,LOT — 1 irFNW.'OOT=348.6 X\'tl++,',r+'`, µ'7+F I I \ CB INLET PROTECTION AND SILT SACK rI (- _TEMPORAiiV 801E CK�I T X I n•rre' / W.`L ,r�T LOCATED d�J ADJA N7 LbT _-r 55 II 7 I GRAS LINED SWALE I 1 SILT FENCIE �.i,�•! L � k A• I STONE CHECK DAM EX Smm I it 4" H PE I' I .; ,` a !;+ S..q; n PERMISSION HAS BE N ORANT BY —' —�—/ al I �' I Y{43.5� FOR TORMWATER TREATMENT�,� +'L" �Iy{+ RIM=3 7 II �.!4 1. i L I \ LOT NSOWNER•SUM ERNTANBTVENTURES INV IN= 37 5 , \ I� 1 \, \ .1' / INV OU =337 6 I I �I \\\ I 1 1 ) \ 1 x—x--x�x SILT PENCE PHASE DESCRIPTION INSPECTIONS LIMIT OF CONSTRENCE UCi16N THIS PHASE INCLUDES FINAL GRADING AND SEEDING, PARKING LOT PAVING, BUILDING CONSTRUCTION, CONCRETE WEEKLY INSPECTIONS BY THE ON -SITE -COORDINATOR (OSC) I '1 WALKWAYS CONSTRUCTION, AND OTHER COMPLETION ITEMS. ARE REQUIRED DURING PERIODS OF ACTIVE CONSTRUCTION. I D I I I I 1 \ 1� {\ I DAn cnDCRRD Rrne1oN (�,Jf.7` I _ INSPECTION IS REQUIRED WITHIN 24 HOURS OF ANY \ V 1 I O ` PRECIPITATION PRODUCING MEASURABLE DISCHARGE FROM THE oeH/wc� unem CITE rw+ Z 1 11 BEST MANAGEMENT PRACTICES SITE (REGARDLESS OF WHETHER CONSTRUCTION IS ACTIVELY I \ 1 I \, I _ TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT UNDERWAY). I I II DISCHARGE THE FOLLOWING EROSION PREVENTION AND ss PR pbSED SEWER i �— •, I I SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED AND THE DETENTION POND AND STORMWATER COLLECTION SYSTEM �,,-..;(((r�, L I II - \, MAINTAINED THROUGHOUT SITE WORK. EMPHASIS WILL BE ON IS TO BE INSPECTED WITH THE ENGINEER, PRIOR TO 111 OSEp---STORM LINE I \ MINIMIZING THE TIME SOILS ARE LEFT EXPOSED DURING DE -MOBILIZATION TO DETERMINE MAINTANENCE REQUIREMENTS, EPSC GRADE ''� p (� 1 I I I I I WORK, AND BY COMPLETING SEEDING, AND MULCHING WITHIN P1R TOED GRAQE {I 48 HOURS OF FINAL GRADING. I TURBIDITY MONITORING CONSTRUCTION LIMITS FENCING MAY BE REMOVED DURING SITE PLAN THIS PHASE, TO ALLOW COMPLETION OF SITE WORK. SAMPLES MUST BE COLLECTED WITHIN 24 HOURS OF ANY RAIN 1 I\ II I ( I I I \ ! OR MELT EVENT PRODUCING MEASURABLE DISCHARE FROM THE PHASE 3 SILT FENCE, INLET PROTECTION, AND CONSTRUCTION SITE, AND TESTED FOR TURBIDITY. THE ENVIRONMENTAL ENTRANCES INSTALLED AS PART OF PHASE 1 ARE TO BE SPECIALIST SHALL PERFORM THIS TESTING. MAINTAINED UNTIL AREAS UPSLOPE HAVE BEEN DEEMED \ �IRAP�Ilb\'kA�E ` j 1 I ` I I I I - STABLE. THE PARKING LOT AREA VILE PROVIDE A STABLE ONE SAMPLE IS TO BE COLLECTED AT THE OUTLET OF THE DAn DURING N-am r - - - - STAGING AREA FOR REMAINING SITE WORK. EXISTING 24" CULVERT TO THE NORTHWEST OF THE AUGUST, 2006 TEMPORARY CUL-DE-SAC (LOCATION TI), DISCHARGES ABOVE DISCHARGE FROM WORK AREAS WILL DRAIN TO THE 10 N.T.U. SHALL BE NOTED, AND REPORTED TO THE WATER A . O A (`,/- DETENTION POND, PROVIDING A SECOND LEVEL OF QUALITY DIVISION WITHIN 7 DAYS. POSSIBLE ON -SITE SOURCES suu III FE1 I ( ) •\ - 1 PROTECTION FROM SEDIMENT DISCHARGE, OF SEDIMENT ARE TO BE INVESTIGATED IMMEDIATELY. ill= 30' (`,/` S tG II I I I I / - _ - __----- _ - MULCH MUST BE ANCHORED BY TRACKING, NETTING, OR A REFERENCE SAMPLE IS TO BE COLLECTED AT THE SAME PRDI. NO. OTHER METHODS PRIOR TO ANY FORECAST RAIN OR MELT TIME FROM POTASH BROOK, AT THE CULVERT CROSSING OF EVENTS — _ — SWIFT STREET EXTEN71ON (LOCATION T2 SHEET CZOD). 06113 t 9 Construction Stormwoter Diacharae The development of a new commercial building by Supertemp Wire and Cable Is to be permitted under the State of Vermont Individual Permit for Discharges of Stormwater from Construction Sites issued for this project. Parties associated with the Issuance and Implementation of the requirements set forth in the Individual Permit and the details within this document include: -State of Vermont Department of Environmental Conservation, Water Quality Division (State) -Slate of Vermont Environmental Commission (Act 250) -On-Site Plan Coordinator (OSPC) Environmental Specialist (ES) independent Engineer (IE) -Site Owner (Owner) -Site Erosion Prevention and Sediment Control Plan Designer (EPSC Designer) -Owner's Builder/Contractor (Contractor) This permit has the goal of minimizing discharges of sediment -laden water from the site by Implementing appropriate best management practices (BMP's) during the development of each lot. The Contractor will be responsible for ensuring compliance with all construction stormwater permit conditions within the entire project construction area. This permit covers all earth disturbance activities to be undertaken between the period of April 16th and September 15th and shall be submitted to the State of Vermont Water Quality Division 30 days prior to the commencement of work. Should earth disturbance be required for the period between September 16 and April 15th of the following year, a specific request shall be submitted in writing 45 days prior to the commencement of the proposed activity to the OSPC and ES for review and approval. The EPSC Designer shall make such modifications as recommended by the OSPC and ES. The final document shall be submitted 30 days prior to the proposed winter activity for review and approval to: Mr. Matt DeWOlfe Department of Environmental Conservation Water Quality Division 10 North Building 103 South Main Street Waterbury, Vermont 05671-0408 The request shall Include a site plan which will need to depict the proposed work areas, description of the proposed activity, why It needs to be done this time of year, the area of disturbance, and the means of satisfactorily stabilizing the site through the winter In preparation for Spring runoff. Groundwater Dewoterino If dewatering of trenches, pits or other excavations is required during construction, the groundwater will be pumped to a suitable settling facility approved by the engineer and the VT DEC. Inspection Program The Inspection responsibilities of the Contractor and the On -Site Plan Coordinator (OSC) are outlined In the chart -below: Feature Daily Weekly After Rain Event Storm Sewer Inlets C C, OSPC Slit Fence C C. OSPC Check Dams C C. OSPC Construction Fencing C, IE, ES C. OSPC Construction Entrance C. IE, ES C. OSPC Stabilized Areas C. IE, ES C. OSPC Sampling/Testing ES Report C OSPC ES C - Site Contractor Inspection and Repair OSPC - On -Site Coordinator, ES = Environmental Specialist 5Q SS - The project area comprises the following soils as mapped by the Soil Conservation Service. Z o[ K Involved Efodabllty Symbol Soil Group des Area Factor VeB Vergennes Clay 2 to 6% 50% 0.49 CV Covington Silty Clay 2 to 6% 50% 0.49 High Risk Areas and Areas of Special Attention Areas of high risk are generally associated with the disturbance of the upper profile of the native soils in association with the Initial clearing and mass earth excavation activities. Work upgradlent of existing wetlands, small stream, stormwater collection basins and drain lines requires special attention due to the potential discharge of sediment -laden water directly to the receiving waters. EROSION AND SEDIMENT CONTROL STRATEGY- The following techniques are anticipated to be utilized as part of the erosion and sediment control program. The timing and use of each of the techniques Is further defined within the Construction Phasing of the project. 1. Use rapidly germinating cover crops prior to seeding when the ground would otherwise be bare 2. Include rapidly germinating grasses In the seed mixtures when they will not compromise the Integrity of the final product. 3. Utilize hydroseeding with mulch when feasible. 4. Utilize erosion control netting or blankets, with or without seed contained in them on slopes greater than 3:1. 5. Utilizing stabilization materials or sodding areas where runoff is rapid or concentrated. 6. Limiting traffic in the vicinity of streams and wetlands and Installing as few temporary crossings as possible. 7, Installing water bars (swale/berms) on slopes to and channels before It gains sufficient volume and momentum to cause scouring. 8. Using stone check dams, silt fences, sediment ponds and basins once the soil has begun to move 9. Preserving existing trees and vegetation near and within buffer areas until after the site has been stabilized. 10. Controlling dust by providing parking lots with prepared surfaces, limiting traffic In all possible ways, planting stockpiles with cover crops or protective blankets, using water trucks, refraining from cultivating and smoothing seedbeds until Immediately prior to seeding. 11 Construct the stormwater detention basin first and use it as a sediment basin during construction as an additional tool in protecting the water quality of the surrounding streams. 12. Water pumped from sediment basins will be required to be filtered and then polished prior to discharge to waters of the State. Field Protocol - Areas of special concern will be reviewed with the Contractor prior to Initiating site clearing activities These areas will be continually reviewed by the Contractor and the OSPC and any lesuas will be Identified in the daily or we kly reports. All reports shall be distributed via e-mail to all parties in support of the efforts to address areas of concern In a timely manner. Best Management Practices - SMP's - Examples include, but are not limited to: sediment fence, erosion control matting, seed, and mulch in accordance with the State of Vermont Erosion Prevention design documents. 1 Construction Staking A. The building area and parking area locations and construction limits are to be stoked in the field by the Owner's Licensed Surveyor. B. The remaining clearing and site disturbance limits shall be reviewed by the Environmental Specialist prior to initiating any clearing. The Environmental Specialist shall designate specimen trees and critical vegetative cover along buffer areas that are to remain during the initial phases of construction 2. Clearing - The clearing limits shall be demarcated In the field with continuous flagging. Construction fencing shall be installed along the edges of any stream or wetland buffer areas adjacent to or on the lot. Prior to any timber being harvested and removed from the site, a construction entrance pad shall be installed at the entrance point to the project site. Chipping of branches and other woody material is allowed but the material must be disposed of in an approved manner 3. Inlet Protection - Ensure that BMP's are in place and functioning at catch basins, drainage swales, culvert inlets, and other areas as shown on the EPSC site plan. 4. Protection of Adjacent Sites- Install BMP's olong the common lot line of adjacent sites. This would Include construction fencing to help avoid unintentional encroachment onto the adjacent property and slit fence when the adjacent lot Is downgradlent of the construction site. 5. Protection of Construction Site - Prior to Initiating earthwork on the lot, surface runoff from areas upgradlent portions of the construction site shall be diverted from the proposed areas of disturbance using diversion $wales, structures, sand bags, curbing, or other approved method. Protect steep exposed slopes from surface runoff by collecting runoff at the top of the slope and diverting it into a stabilized conveyance, such as a slope drain or stabilized swole. 6. Grubbing A. Grubbing shall occur only after the erosion control measures around the downgradlent perimeter of the site has been established. Those locations shall be reviewed with the Environmental Specialist and Independent Engineer. Existing topsoil shall be retained and stockpiled on site for re -use. B. The Contractor shall remove all remaining woody material and tree stumps and dispose of them utilizing one or more of the following methods: 1. Burning, provided that permits are acquired from the State of Vermont Solid Waste Management Division and the City of South Burlington. fl. Disposal on site within designated slope disposal areas only after an Insignificant waste Disposal Permit Is acquired At these sites the following standards shall be met a. 3' separation to the seasonal high groundwater table. b. 100' separation to surface waters. c. Thorough mixing of soil and woody material to minimize future settlement. d Covering with a minimum of four (4) feet of cover material. Ill. Chipping with on -alto disposal in accordance with Item 5 or disposal off-alte In accordance with State requirements I, Disposal at a certified landfill facility. C. All grubbing of woody materials shall be completed to a depth of at least 12". D. The Contractor shall remove all medium to large stones and boulders present within the limits of disturbance Including future drainage and Infrastructure Improvements. 1. The larger boulders shall be saved for use in retaining walls. ii. The smaller stones may be buried in predetermined disposal sites. 7. Soil Stockpiles A. The Contractor shall strip and stockpile no much as possible of the native topsoil for re -use during a later stage of the project. B. Each topsoil stockpile shall be placed In locations respective of existing environmental features of the site. Special consideration shall be made to maximize the distance (minimum 100') to the nearest water course. C. Each topsoil pile shall be surrounded on the downgradient side by a row of slit fence. D. Any topsoil pile which Is to remain In place for greater than 15 days shall be temporarily seeded with winter rye to preserve the integrity and minimize the erosion of the soil constituents and release of soluble nutrients. E. The Contractor shall locate stockpiles on the uphill side of the disturbed areas, If possible. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind erosion. 8. Earth Excavation/Grading A. Mass earth placement to create the building plateau shall commence only after all remaining EPSC measures depicted on the plans are Installed. B Surface water diversion BMP's shall employed at the high point of the site until the new drainage Swale/hollow Is Installed. C. The Contractor shall Install berms across drainage collection areas as a means of reducing velocities and settling suspended soil material. D. Prior to any forecasted storm events, the Contractor shall prepare stormwater Interceptors across exposed slopes with runs in excess of 100'. The stormwater Interceptor Swale shall be cut into the earth generally along the contour of the land with channel slopes not to exceed 2%. Runoff shall be diverted to vegetated buffers and then to surface water receptors such as sediment ponds. E. The Contractor shall also limit the soil disturbance and seeding application dates to between April 16th and September 15th. F. All exposed soils areas (not including structural fill soils or stabilized stone areas) shall be protected prior to any forecasted rain event with mulch or erosion control matting Pin matting with wire staples In accordance with the manufacturers recommendations to ensure full bonding with soil surface. G. Install stone check dams in grass -lined $wales 50 feet on center to prevent silt from washing Into the drainage system during construction. Check dams are to be removed when vegetation is established. 9. Temporary Construction Entrance - Required for entrance and egress paints from the site. 10. Planting Preparation, Seed, Sod Mulch, Germination, Maintenance A. The preparation of the topsoil for planting Includes final smoothing and removal of small stones. This work shall occur immediately prior to seeding/sodding so as to avoid exposure to erosion damage and to reduce the amount of dust generated as part of this process. B. Planting is to occur immediately after the topsoil preparation with special caution being given to upcoming storm events that may displace the seed/sod. C. The planted areas shall be water regularly to protect the new plants but not over watered so as to cause excess runoff and erosion. D. All ditches that are not stone -lined shall be topsoiled, sodded and fertilized. Any area which shows signs of erosion shall be resodded or reseeded (as applicable) immediately and maintained until permanent vegetation is established. of E. Maintenance: 1 All erosion control measures shall be inspected weekly and repaired and/or replaced as needed. 2. All erosion control measures shall be inspected after periods of heavy rain. 3. The stabilized road entrance shall be top dressed with additional stone should the existing stone become clogged with sediment. 4. Hay or straw mulch Is subject to wind action. Mulch, where permitted) may require anchoring as the weather conditions warrant. 11. Surface Stabilization - The following stabilization methods are required: A Temporary stabilization - Straw mulch (during the earliest phases of the project) or erosion control matting placement is required on all non -contained disturbed areas prior to forcosted rain events. B. Prior to any forecasted storm events, the Contractor shall prepare stormwater interceptors across exposed slopes with runs in excess of 100' The stormwater Interceptor swals shall be cut Into the earth generally along the contour of the land with channel slopes not to exceed 2X Runoff shall be diverted to vegetated buffers C Install stone check dams in drainage swales 50 feet on o center to prevent slit from washing Into the drainage system during construction. Check dams shall be removed when vegetation is established. D. Control dust through the application of water. The exact number of applications and amount shall be based upon field and weather conditions. It shall be spread In such manner and by such devices that uniform distribution Is attained over the entire area on which It is ordered placed. E Install crushed stone apron of at least 15' width around the perimeter of the building following backfill of the foundation walls. F. Install temporary (sacrificial) crushed stone on all access ways and loydown areas. These areas will be covered later with the roadway/perking lot base materials or with topsoil, G. Permanent Stabilization - Required of all surfaces at the completion of construction. The Contractor will Install 3" topsoil, sod, seed (where permitted), fertilize, lime, and mulch (seeded areas) the disturbed areas as soon as possible following completion of construction. 1. Use rapidly germinating cover crops prior to seeding when the ground would otherwise be bare. 2. Include rapidly germinating grasses In the seed mixtures when they will not compromise the Integrity of the final product. 3. Utilize hydroseeding with mulch when feasible. 4. Use sod where the available growing season is limited or where it Is called out for on the plans. Permanent erosion control measures also Include the paved/gravel surfaces of the driveways and walkways. Culvert stone fill outfalls and grass swales along each side of the private driveway will control erosion and provide treatment and absorption of water. Owner/Contractor Responsibilities: 1. The Owner/Contractor (0/C) is responsible for the on -going maintenance of all lot specific erosion prevention and sediment control devices and practices. Any subcontractor conducting earth disturbance activities on the project site shall review the EPSC plan and General Permit and shall complete an applicotion and file with the State a request for Co-Permittee status. 2. Periodic Inspections shall be performed in accordance with the above schedule to ensure that the erosion and sediment control measures ore functioning as required. In addition to the standard periodic Inspections, inspections of all of the on -site systems shall be conducted after a rain event causing stormwater to leave the site. Any problems noted during these Inspections shall be corrected immediately. 3. Once construction has commenced, the O/C Is responsible for the maintenance of erosion and sediment control measures protecting nearby stormwater collection systems and water courses. It is critical that sediment not be allowed to Invade the receiving waters. 4. The temporary construction entrance provides a place for parking vehicles off-street and a spot where material can be off-loaded. The Intent of the requirement is to provide a stable surface for parking vehicles where mud and debris is not likely to be tracked onto the street Proper maintenance of the area is required until such time as a permanent driveway can be put into place. 5. During the entire construction process, the O/C is responsible for ensuring that mud, dirt, rocks, and other debris are not allowed to erode or be tracked onto the street system by construction vehicles. Should any mud or other debris find its way to the road system, the O/C shall take Immediate steps to have it removed. 6 Maintenance - Silt Fence A. Inspect sediment fences daily to ensure that construction activities have not Impacted their operoblllty and after each rainfall event causing runoff from the site. B. Should the fabric of the sediment fence collapse, tear, decompose, or become Ineffective, replace promptly. C. Remove the sediment deposits as necessary to provide adequate storage volume for the next rain event and to reduce pressure on the fence. Take care to avoid damaging or undermining the fence during clean -out. D. If the utilities are installed after BMP's have been put Into place, the permit holder is responsible for control of erosion and sediment during the construction process and for ensuring that all BMP devices are re -installed per the original design. On -Site Plan Coordinator Inspections 1 The OSPC will normally Inspect erosion prevention and sediment control measures In conjunction with routine Inspections. Inspections will ensure that proper placement and installation of the erosion prevention and sediment control measures are In place. 2. The first inspection will occur prior to clearing of the site 10 ensure that proper BMP's are In place, Including proper demarcation of the clearing limits. Installation of construction fencing along the stream/wetland buffer limits, and any other devices required to protect the receiving waters from sediment deposition during the clearing phase, 3. Prior to initiating grubbing and mass earth excavation, the OSPC shall Inspect the site to ensure that the construction fencing, slit fence, construction entrance, and other required BMP's are In place. 4. The OSPC will conduct weekly inspections and will prepare weekly reports which are to remain on -site until final atablzatlon is achelved. City Of SITE ENGINEER: f K, CIVIL ENGINEERING ASSOCIATES, INC, P O. BOX485 BHELSURNE, Vr 05482 I04-e1 =i FAIL eD QMZ271 eeb, www.cxH,cgn nRARN PBS aN i, DSM NPRovw DSM OWNER: SUMMER ICE JOINT VENTURE, LLC APPLICANT: SUPER -TEMP WIRE AND CABLE, Inc. PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT Coil Y ►2&IJ? ss-l" EPSC NARRATIVE MTR DRAWNa NDYeeR APRIL, 2006 MILIA N.T.S. C /7 e Mi Na. 06113 i SECTION 02150 - EROSION CONTROL PART 1 - GENERAL 101 SUMMARY A. Section Includes: 1. The work under this section Includes but Is not limited to providing all labor, equipment and materials for the Installation of all required site related erosion control measures. If not otherwise directed on the plans, erosion control shall be in strict conformity with the latest revision of the "Vermont Handbook for Soil Erosion and Sediment Control an Construction Sites". B. Related see ton.; 1. Section 022lO - Site Earthwork 2. Section 02936 - Permanent Seeding 1.02 GENERAL NOTES A. The discharge of sediment laden water from the project site Is prohibited. All discharged water from dewatering operations shall discharge into a temporary sedimentation basin. B. Contractor shall Install all erosion control measures as depicted on plans and details or as recommended by the Vermont Agency of Natural Resources, or Soil Conservation Service, prior to any construction. Contractor shall also be responsible for Inspecting and maintaining all erosion control measures until project Is completed. C. Contractor shall also limit the soil disturbance and seeding application dotes to between Mayy let and October 15th If sell disturbance occur. later than October 15th and prior to May 1st, winter erosion control measures will be necessary. Contractor shall consult with the Engineer for additional site specific winter erosion control measures. D. All stockpile material (topsoil, borrow, etc.) will have a hay bale dike or silt fence constructed around the perimeter. Seed and mulch stockpiled material as soon as possible to prevent soil erosion and sedimentation off site. Locate stockpiles on the uphill side of the disturbed areas, If possible. During windy conditions, stockpiled material .hall be covered or watered appropriately to prevent wind erosion. E. Slopes greater than 1:3 shall have erosion control netting installed to stabilize the slops and reduce the erosion potential. Install netting over mulched slopes so that all parts are in contract with the soil and mulch. Pin netting with wire staples 3' o.c. to ensure full bonding with soil surface. F. Control dust through the application of calcium chloride or water. An average application of one pound of calcium chloride per square yard of exposed area should be considered for each treatment. The exact number of applications and amount of dust controller shall be booed upon I, old and weather conditions. It shall be spread In such manner and by such devices that uniform distribution Is attained over the entire area on which It is ordered placed. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A Jute netting shall consist of undyed and unbleached yarn woven Into o uniform open plain weave mesh. 2.02 EROSION CONTROL MATTING A. Where required on the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Green C1258N for awaits, and SC1508N for elope stabilization, or approved equal, for all areas for permanent Installation, and C125 and SCISO where matting Is being used as temporary protection of disturbed soils until a final surface stabilization method is employed. 2.03 FILTER FABRIC A. When filter fabric Is required, It shall conform to the requirements of Mlrafl 50OX or approved equivalent. 204 CALCIUM CHLORIDE A. Calcium chloride shall conform to the requirements of AASHTO M 144. Either regular flake calcium chloride. Type 1 or concentrated flake, pellet or other granular calcium chloride, Type 2, may be used. 2.05 WATER A All water used shall be clean and free of harmful amounts of oil, sail, acids, alkalies, sugar, organic matter and other substances Injurious to the finished product, plant life or the establishment of vegetation. 2.06 SEDIMENT WATTLES A. Sediment wattles shall be King Fibre Corporation silt trapper sediment wattles or approved equal. 2.07 POLYACRUMIDE A. Polyacrumide (polymer) logs (blocks) shall be Applied Polymer Systems, Inc. floc log or approved equal, The type of floc log used shall be based upon a site specific testing of the native soils. 2.08 STONE CHECK DAMS A. Stone check dams should be constructed of 2 to 3 inch stone Hand Or mechanical placement will be necessary to achieve complete coverage of the ditch or swale and to ensure that the center of the dam Is lower than the edges. The maximum contributing drainage area from any one check dam shall not exceed two acres. See the detail drawing located at the back of this section for the proper Installation of stone check dams. PART 3 - EXECUTION 3.01 HAY BALE CHECK DAM AND INLET PROTECTION A. Hay bales shall not be used to construct check dam. or as a means of Inlet protection. 3.02 SILT FENCES A. The silt fences shall be constructed In accordance with the construcllon detail. The fence shall generally be placed 10 feet from the toe of the slope or as shown on the plans. The ends of the fence shall be placed uphill to form a horseshoe shape to trap all runoff. B The silt fences shall be inspected periodically for damage or build-up of sediments. Ail damaged fences shall be repaired or replaced. Sediment deposits shall be removed from the fence as they build up and bn placed In an area where there is no danger of further erosion. 3.03 EROSION MATTING A. Erosion matting shall be placed on all grass -lined ditches with profile grades exceeding 5.0% and all other areas called out on the plans, and shall be placed and maintained In accordance with the Vermont Agency of Transportation Standard Specifications Sections 654 and 755.07 3.04 RESTORATION A. As soon do construction Is completed in a given area, it shall be topsolled. seeded. fertilized and mulched os epecined In Section 02936 - Permanent Seeding 305 STABILIZED ROAD ENTRANCE A. A stabilized pod of crushed stone located at any point where traffic will be entering or leaving the construction site to or from a public right-of-way or street or as shown on the drawings shall be constructed for the purpose of preventing the tracking of sediment onto public rights -of -way. B. Design Criteria: 1. Use 1.5 to 2.5 inch stone. 2. Use 8 inch layer of stone. 3. Stone pad shall be full width of entrance. 4. Minimum length shall be 50 feet. 3.06 GRASS -LINED DITCHES A. All ditches that are not stone -lined shall be topsolled, seeded, fertilized and mulched. Any area which shows signs of erosion shall be reseeded Immediately and maintained until permanent vegetation is established. 3.07 MAINTENANCE A. All erosion control measures shall be Inspected daily and repaired and/or replaced as needed. B. All erosion control measures shall be Inspected after periods of heavy rain. C. The stabilized road entrance shall be top dressed with additional stone should the existing stone become clogged with sediment. D. Hoy or straw mulch Is subject to wind action. Mulch may require anchoring as the weather conditions warrant 3.08 STONE CHECK DAMS A. The drainage area of the ditch or swole being protected should not exceed 10 acres. B. The drainage area to any check dam shall not exceed 2 acres. C. The maximum height of the check dam should be 2 feet. The center of the check dam must be at least 6 inches lower than the outer edge.. The maximum spacing between the dams should be such that the toe of the upstream dam Is at the same elevation as the top of the downstream dam D Check dams should be Installed before runoff Is directed to the swale or drainage ditch. 3.09 DEWATERING METHODS A. All dewatering methods associated with this project ore to be approved by the VT DEC and the engineer prior to use. END OF SECTION 02150 SECTION 02936 - PERMANENT SEEDING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1 Furnishing all labor, materials, and equipment to complete all seeding work as shown on the drawings and specified herein. 2. Except where otherwise shown or specified, the Contractor shall seed all areas where new contours are shown on the drawings and all areas where existing ground cover has been disturbed by the Contractors operations B. All work and materials of this Section shall conform to the applicable requirements of the VAOT Standard Specifications, Division 600. 1.02 SUBMITTALS A Provide the following for approval prior to delivery to the site: 1. Supplier's Certificate of Compliance attesting that lime. fertilizer and seed meet the requirements specified. 2. The Contractor shall provide representative topsoil samples for testing and approval, deliver samples to a public extension service agency testing laboratory, have testing report sent directly to the Landscape Architect and pay all costs. Testing shall report on mechanical and chemical (pH soluble salts) analysis. Report shall be submitted at least one month before any looming is to be done. 1.03 SEEDING SEASONS A. Seeding and Initial fertilizing shall be done between April 1 and June 1, between August 15 and October 15. or as permitted. Seeding shall not be done during windy weather or when the ground Is frozen, excessively wet, or otherwise untillable If seeding is done during July or August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.01 LIME A. Lime shall be standard, ground dolomite limestone, agricultural grade, containing a minimum of 95% of calcium and magqnesIum carbonates. 100% shall pass the 10 mesh sieve: minimum 90% shall pass the 20 mesh sieve, minimum 40% shall pass the 100 mesh .love. 2 02 FERTILIZER A Fertilizer shall be commercial grade granular fertilizer as required for soil condition. as specified in Section 643 of the VAOT Standard Specifications. The fertilizer shall be delivered to the project In new, clean, sealed containers which bear a label fully describing the contents, the chemical analysis of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the manufacturer. The fertilizer and labels shall conform to oil existing State and Federal regulations, and shall meet the standards of the Association of Official Agricultural Chemists. 2.03 GRASS SEED A. Provide fresh, clean, new -crop seed of the grass species, proportions and minimum percentages of purity, germination and maximum percentage of weed seed as follows: 1. Park seed shall normally be used on loam areas. This seed mixture shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 96% 85% 40 Perennial Ryegross 98% 90% 50 Kentucky Bluegrass 97% 85% 25 Redtop 95% 80% 5 TOTAL - A 120 2. Slope seed shall normally be used for all slope work, usually 3-1 or steeper and shall conform to the following table Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 96% 85% 35 Perennial Ryegross 98% 90% 30 Redtop 95% 80% 5 Aleike Clover 97% 90% 5 Birdsfoot Trefoil 98% 80% 5 TOTAL - 80 3. Shade seed shall normally be used In shaded areas in or along the edge of wooded areas. This seed mixture shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 95% 80% 30 Tall Fescue 96% BOX 20 Crownvetch 95X 80% 30 TOTAL - 80 B The seed mixture shall be delivered in new, clean, sealed containers Labels and contents shall conform to all State and Federal regulations. Seed shall be subject to the testing provisions of the Association of Official Seed Analysts. C. Seed that has become wet, moldy, or otherwise damaged will be rejected. 2.04 MULCH A. Mulch must be installed on all seeded areas The following mulches are acceptable for use I. Hay mulch free of weeds and coarse mailer at a rate of 90 pounds per 1,000 square feet 2. Wood fiber applied In a slurry (1/6" or longer) at a rote of 40 pounds per 1,000 square feet. 2.05 WATER A All water used shall be obtained from fresh water source. and shall be free from Injurious chemical and other toxic substances harmful to plant life, No water which Is brackish will be permitted at any time. The Contractor shall Identify to the Engineer all sources of water at least two weeks prior to use. The Engineer, at his discretion, may take samples of the water at the source or from the tank at any time and have a laboratory test the samples for chemical and saline content. The Contractor shall not use any water from any source which is disapproved by the Engineer following such tests. PART 3 - EXECUTION 3 01 PREPARATION A Examine finish surfaces and grades. Do not start seeding work until unsatisfactory conditions are corrected. Perform seeding work only after planting and other work affecting ground surface has been completed. B. Notify Landscape Architect of least seven (7) working days prior to starting seeding C. Prepare areas immediately prior to seeding as follows: 1. Loosen soil of seed areas to a minimum depth of 4". 2. Remove stones over 1" in any diameter and sticks, roots, rubbish and extraneous matter. 3 Remove existing weeds and grasses by pulling or tilling under. 4. Grade areas to be seeded to a smooth, free draining even surface with a loose, moderately coarse texture. 5. Remove ridges and till depressions as required to drain. 6. Reston prepared areas if eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS A. Seeding shall not be done when the ground Is frozen, snow covered, muddy, or In any other unsatisfactory condition for planting. No seeding operations shall be conducted under adverse weather conditions or when soil moisture conditions are unfavorable (too wet or too dry) or when winds exceed 5 MPH B. Construction methods shall be those established as agronomically acceptable and feasible. The Contractor shall keep all equipment and vehicular and pedestrian traffic off areas that have been seeded to prevent excessive compaction and damage to young plants. Where such compaction has occurred, the Contractor shall rework the soil to make a suitable seed bed; than reseed and mulch such areas with the full amounts of the specified materials, at no extra expense to the Owner. C. Surface and seepage water should be drained or diverted from the site to prevent drowning or winter killing of the plant.. 0. All areas and parts of areas which fall to show a uniform stand of grass for any reason whatsoever shall be reseeded, and such areas and parts of areas shall be seeded repeatedly until all areas are covered with a satisfactory growth of grass. E Watering is considered a necessary element for establishment and survival. F. Where ryegross has been planted for temporary erosion control and has not bean eliminated prior to the completion of the work, such areas shall be dlsced at least 3 Inches deep and seeded to permanent grasses to prevent the ryegross from reseeding and becoming competitive with and retarding development of the permanent cover. 3 02 SEEDING A Lime and fertilizer should be applied prior to or at the time of seeding and Incorporated into the soil. Kinds and amounts of lime and fertilizer should be based on an evaluation of soil tests. When a soil test Is not available, the following minimum amounts should be applied• Agricultural limestone, 2 tons per acre or 100 lbs. per 1,000 square feet. Nitrogen (N), 50 lbs. per acre or 1.1 lbs. per 1,000 square feet. Phosphate (P205), 100 Ibe, per acre or 2.2 Ibe. per 1,000 square feet. Potash (K20). 100 lbs. per acre or 2.2 lbs. per 1,000 square feet. (Note: This Is the equivalent of 500 lbs, per acre of 10-20-20 fertilizer or 1.000 lbs. per acre 5-10-10). B. Seed should be spread uniformly by the method most appropriate for the site. Methods Include broadcasting and hydroaeeding as follows- 1. Broadcasting, Sow seed using mechanical spreader at a rate of 4 lbs./1,000 square feet. Distribute seed evenly over entire area by sowing equal quantity In tow directions at right angles to each other. Rake seed lightly Into top 1/8" of topsoil, roll lightly and water with a fine spray. 2. Hydroseeding. Mix specified seed, fertilize and pulverize mulch In water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended Into homogenoua slurry suitable for hydraulic application. Apply slurry uniformly to all areas to be seeded. Rate of application as required to obtain specified seed sowing rate. 3,03 MULCHING A. Mulch materials shall be spread uniformly by hand or machine at a rate of two 50 lb. bales per 1.000 square feet. B. Organic Mulch Anchoring - Straw or hay mulch must be anchored immediately after spreading to prevent wind blowing. 3,04 MAINTENANCE A. The maintenance period shall begin Immediately after seeding and shall continue until-' acceptance. B. All mulches must be Inspected periodically, in particular after rainstorms, to check for rill erosion. Where erosion Is observed, additional mulch shall be applied. Net should be Inspected after rainstorms for dislocation or failure. If washouts or breakage occur, reinstall net as necessary after repairing damage to the slope. Inspections should take place until grasses are firmly established. Grasses shall not be considered established until a ground cover is achieved which Is mature enough to control soil erosion and to survive severe weather conditions. Where mulch is used In conjunction with ornamental plantings, Inspect periodically throughout the year to determine if mulch Is maintaining coverage of the sell surface; repair as needed. C. Seeding areas shall be protected and maintained by watering, reseeding, mowing, weeding, rolling, Insect or disease control measures, re-fertillzing and repair of washouts which are necessary D The Contractor shall maintain all seeded areas until full vegetation I. established. E. All seeded areas shall be kept free from weeds and debris, such as stones, cables, baling wire, and all elopes 4:1 or less (Batter) and level turf shall be mowed In the following manner: 1. When gross reaches a height of 4-6", mow to a height of 3" 2. At least two cuttings shall be made prior to final acceptance. F Following mowing, all permanent seeding gross areas (mowed and unmowed) shall receive a uniform application of slow release fertilizer hydraulically placed at the rate of 10 pounds per 100 square feet 3.05 ACCEPTANCE A. Inspection to determine acceptance of seeded areas will be made by the Landscape Architect, upon Contractor's written request. I. Provide notification at least ten (10) working days before requested inspection date. B. Seeded areas will be acceptable provided all installation and maintenance requirements have been complied with and a healthy uniform lawn is established C Upon acceptance, the Owner will assume maintenance. 3.06 WARRANTY A. All seeded areas will be warranted for a period of twelve months from date of Owners acceptance. Should any seeded areas fall to maintain full vegetation, failed areas will be refurbished until this specification is achieved at the cost of the Contractor. END OF SECTION 02936 SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES, INC, P.O. BOX 46s SHELBURNE, VT 05M 002-w m FAX sa?..Purr wwb. www wKmm D." PBS csscxs➢ DSM AlFsonD DSM OWNER SUMMER ICE JOINT VENTURE, LLC APPLICANT: SUPER -TEMP WIRE AND CABLE, Inc. PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT C t�' VE D JUL 0 2 Inn. of So" Burlington esvVni)N EPSC SPECIFICATIONS DASD ➢n- MIIRlw APRIL, 2006 .cAr1 N.T.S. C7.2 raaJ. M 06113 I i POSTS I SET POSTS AND 2 STAPLE THE WIRE EXCAVATE A 4"X5' MESH FENCING TO ANGLE 10' TRENCH, SET POST YORE POSTS (MIEN USING UPSLOPE FOR CONNSLOPE FENCING MESH FENCING) STABIUTY AND SELF CLEANING 00' TTI -�II _' 12" MIN e" it,! mLl 3 ATTACH FILTER FABRIC 4. STAPLE THE WIRE TO THE WIRE FENCING MESH FENCING TO FILTER AND EXTEND IT TO END POSTS. (WHEN FABRIC THE TRENCOMCTE CH, USING MESH FENCING) PA BACKFILL SILT FENCE CONSTRUCTION DETAIL N.T S 6" R 6" 14,5 GA WIRE MESH 30' HIGH AND BURIED 6" BELOW GRADE, HOOKED TO STEEL STAKES (WIRE MESH CAN BE ELIMINATED FOR FENCE 24" OR LOWER) FILTER FABRIC CLIPPED OR POST WIRED TO MESH. TO BE MIRAFl IGONS OR APPROVED EQUAL 7 FENCE HEIGHT 24" ]0" 24" MIN f 1 2 x2} WOOD 5' 25' POST •'SPACING METH rOST 10' 10' 4 x 4 WOOD 10' 10' 24" FILTER FABRIC TO BE CLIPPED, BACKFILLED AND TAMPED 5' BELOW GRADE STEEL OR WOOD STAKES SEE CHART AT RIGHT 1 INSTALL SILT FENCES AT TOES OF UNINTECTED SLOPES AND AS PARALLEL TO CONTOURS AS FDSSaE CURVE THE ENDS OF THE FENCE W MID THE SLOPE REMOVE SEGMENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE CONTRACTOR SHALL INSTALL SILT FENCES AT THE TOE OF ALL FILLED OR usACTECTED SLOPES CREATED OU NIG CONSTRUCTION. NOT NECESSARILY REFLECIEO ON THE FINAL PLANS SILT FENCES ARE TO BE MAINTAINED UNTIL SLOPES ME STAWIED 2. WOVEN NRE FENCE TO BE FASTENED SECURELY TO rOSTS wTH YORE TES aR STMIES ] MTER CLOTH TO RE FASTENED SECURELY TO WOYEN NNE FENCE WITH TIES SPACED EVERY 24' AT TOP, MITI SECTION, AND BOTTOM 4 MEN TWO SECTIONS OF FILTEN CLOTH AOMN EACH OTHER, THEY SHALL eE OVERWPEO BY 6'. FOLDED AND STAINED SILT FENCE DETAIL N.T S I ACRES PGµ6 1 Incorrect - Do Not layout "perimeter Correct - Install J-hooka control" silt fences along property lines. All sediment laden runoff will concentrate and overwhelm the system. Discreet segments of silt fence, installed with J-hooks or 'smiles' Will be much mom effective. SILT FENCE PLACEMENT FOR PERIMETER CONTROL N.T.S. SITE ENGINEER: D-50 DOWNSTREAM FLOWLINE SLOPE OF STRUCTURE (m/m) f OF ROCK 0 ]5 D ]0 0 23 O 20 0 15 010 I j - (M) _l _ - -MAXIM UM 1WRATER20 EPT �5 VcR3 0CK FILTER FABRIC 150 30- ' 36 - 41 - o _B6 _ 100 I I1 f'I NOTE MAXIMUM CONTRIBUTING DRAINAGE AREA PER CHECK DAM - 2 ACRES ', # ( CIVIL ENGINEERING ASSCIClATES" IMC, f WOOD I { h TRENCH P0. BOX485 SNELBURNE, VF 05M POST [ ###""„ 10FM MS FAIL tl .N =71 Ntweb,www.enM.awn I I' • �_ END POINTS 'A" MUST K HIGHER f1 }NI[ corrTuau eoR4 - •u Nasis uuTrvm lI I{ —FLOW FLOW LI E �OpE TIER THAN THE FL//OW LINE POINT 'e' DIVAN 30' ]3mm (] In) MIN \\\ PBS COURSE RDCK J EXISTING GRADE A CBECILN -j A -I DSM �i ., . NATIVE MATERIAL Y � � � �_' � �l (2 It MAXIMUM) L � � --r ' r = �-_ APPROVED BACKFlLL DSM MINIMUM DEPTH OF COURSE --:I= —1 Item TO 15cm ROCK PLACED IN CHANNEL (0 S TO 1 SIT) OWNER: FLOW LINE Is I- (05 It) DENC FEREE ROCK SET IN 10TRENCH ({ m MINIMUM))1RENCM SUMMER ICE SILT FENCE DETAIL '�` MEW FIRAW VIEW N T.S.OINT VENTURE, LLC C-6.3 s. - - - - -- --- - - r" APPLICANT: <� s ` SUPER -TEMP WIRE AND CABLE, Inc. EXISTING _ GROUND __—_----�------�-- §+I'll, - PROJECT: —ITrly'P'p � 1 IY EROSION CONTROL MATTING IN PLACE DOMSTREAN STRUCTURE SUCH -tlP IL"I DITCHES W/PROFILE GRADES THAT PANT "I' 6 MRRoXIMATELY TOPSOIL-r3.,� ;M1TII-�" EXCEEDING 5% STAPLE AS PER REVEL YXTH THE LOWEST GROUND MANUFACTURERS SPECIFICATIONS ELEVATION OF THE UPSTREAM STRUCTURE NEW MANUFACTURING I rl�I ilk'°(I' ill. m �,, ,• a ��`11_i;';i Ir��it=1;U�;�l-`1n�nl 'I�-., GRASS LINED DITCH ' ''"'"' '' J" '" FACILITY N.T.B. ( iL� STONE CHECK DAM STRUCTURE BOWDOIN STREET C-6.4 N.T.S. SOUTH BURLINGTON VERMONT 1I O✓ERUP 6" (I50mmf N/N/MUM EXC4 VATE C84NNEL ' 70 0£5/CN GRADE ANO CROSS SEC70N / i \T A H VE D 'I r DESIGN DEPTH J LONGITUDINAL MINIMUM 1"0 ROCK OVERCUT "NNEL '� PLACE FILTER FABRIIC 2" I'SOmm TO ALLOW FA k� ANCHOR 7RENCH PLACED AROUND AND BULK/NG DURING SEEDBED lit ll' ) 'I TO THE TOP OF BETWEEN INLET GRATE Jul. PREPAR4 T/ON / \ CONCRETE BLOCKS AND FRAME ,JU City Of S C W.lFsaH.Wl 7YP/C4L INSTA42,47/ON B ../ WITH EROSION CONTROL uI 1 RE/NFORCEtrENT MATS //\\ // /\\/ . \�/\\/\�\\�\\ CONCRETE BLOCKS / PLACED AROUND CATCH BASIN INTERMITTENT CHECK BLOT LONGITUDINAL ANCHOR TRENCH m m e e e e ®Bosse m e ■ ■ e e WIRE SCREEN meoeee SHINGLE -LAP SPLICED ENDS OR BEGIN NEW ®e � e e e w/ 0.5" OPENINGS ROLL /N AN /NTE7MITTENT CHECK SLOT PLACED AROUND y 3 `� emeeee CONCRETE BLOCKS PREPARE SOIL AND APPLY SEED BEFORE INSTALLING BUNKE75, MA75 OR OTHER TEMPORARY CHANNEL LINER }}++} u SYSTEM T-+ +- ++ y(, + ++ + ++* y + + ++ #+ PLAN +++} DATE CARCRED EEYTENDI + +++� CONCRETE BLOCKS STACKED \ + 1 OR 2 LAYERS HIGH PLACED AROUND CATCH BASIN '- ` - - WIRE SCREEN MINIMUM 1"0 ROCK p NOTES PLACED AROUND AND fr III _-� If- -'� / C 5" OPENINGS 1. DESIGN VELOC177ES EXCEEDING 2 FT/SEC TO THE TOP OF PLACED AROUND (0.5m/sect REQUIRE TEMPORARY BLANKETS CONCRETE BLOCKS CONCRETE BLOCKS EPSC MATS OR S AR LINERS TO PR07ECT SEED AND SOIL UN774 WGETA77ON BECOMES i+ ([1 GROUND ESTABLISHED. `T ' { DETAILS 2 GRASS -LINED CHANNELS Wl7H DESIGN 1'FLOC/77ES EXCEEDING 6 FT/SEC (2m/sec) SHOULD INCLUDE TURF RE/NFORCET/ENT MATS. CROSS—SECTION CATCHBASIN DATE DMWRIa ITNeER GRASS —LINED CHANNEL INLET PROTECTION (WITH CONIC BLOCKS) APRIL, 2006 FIALE TYPICAL INSTALLATION N.T.S. AS N.T.S. AS SHOWN C7.3 IBXM. NO. 06113 E RUNOFF RUNOFF OF SIDEWALK DIVERS/ON RIDGE REOU/RED WHERE GRADE EXCEEDS 2X 2X OR GREATER CATCH 8AS/N BURLAP SACKS OVERLAP ONTO TO CURB INLET\\\�% //�// \� BOCK OF CURB /� F7LTER FABRIC SECTION A — A GRAVEL FILLED SANDBAGS STACKED 77GHTLY PLAN VIEN NOTES' 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GEN7LY SLOPING STREET SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARA7E fROM RUNOFF, 2 SANOBACS OF EITHER BURLAP OR WOVEN 'GE07£X77LE' FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED 77GH71Y. J LEAVE A DIVE SAND&IG GAP /N THE 70P ROW TO PROVIDE A SPILLWAY FOR OVERFZOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDATELY CURB & GUTTER SEDIMENT BARRIER N.T.S. COIR BIOLOGS - WOOD STAKE STAKE TO BE PLACE AT ... - TOE OF SLOPE, BOTH SIDES NOTE.` STRAW BALES, S4NDBAGS, SPILLWAY USE SANDBAGS STRAW &ICES OR CON77N000S BERM OF OR OTHER APPROVED METHODS EQUIVALENT HEIGHT 70 CHANNELIZE RUNOFF TO &IS/N AS REQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY FLOW riaw —T A A° ° I A 2 =J" (50-75mm)) ° • 2' MIN. COURSE AGGREGATE MIN. 6" (150mm) THICK ° 3.6m) DIVERSION RIDGE 50' (15m) MIN. - PLAN NOTES: 1. TH£ ENTRANCE SHALL BE MAINTAINED /N A COmmoN THAT WILL PREVENT TRACKING OR FZOW/NC OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS: THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED 70 TRAP SEDIMENT. 2 WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC TEMPORARY RIGHT-OF-WAY, J. WHEN WASHING /S REQUIRED, IT SHALL BE GRAVEL DONE ON AN AREA CR STONE THAT DR INSSNNT9 A AP RO EDDUSHEO CONSTRUCTION SEDIMENT TRAP OR SEDIMENT BASIN ENTRANCE/EXIT RAVEL 3 CONSTRUCTIONRENTRANCE/EXIT C-6.4A NTS. FLOW _ COIR BIOLOG DETAILS N.T S. COIR BIOLOGS WOOD STAKE WOOD STAKE TO ONLY PENETRATE NETTING, NOT COIR MATERIAL CHANNEL BOTTOM 24" MINIMUM --i SUE ENGINEER: r' TEMPORARY SEEDING & MULCH OR NETTING CIVIL ENGINEERING ASSOCIATES. INC, P.O. Sam SHELBURNE, VT G5412 002-NE=3 FAX 402?WB-22/1 —b, www-erNedn SILT FENCE OR HAY BALES INSTALLED ON M.175/BLANKETS SHOULD i DONNGRADIEN7 PBS BE STALL£O V£R77CAGLY SIDE DOWNSLOPE. �` CHNMD _r+ere MAr B "� DSM 01DO D DSM r r r //�/j�/j�/ TEMPORARY STOCKPILE DETAIL OWNER: /6 r r r /\\j/\\j\\i` H-T.S. SUMMER ICE ✓� r / r �/ r r /j �JOINT VENTURE, LLC 1L r r r /\\/ r / / r r APPLICANT: SUPER -TEMP WIRE AND CABLE, Inc. MIN 4" (100mm) r OVERLAP r T 2- r r // I- y% STAPLES ISOMETRIC4. TYPICAL SLOPE I . SOIL STABILIZATION BERAf \\/ 12" ODOM-) NOTES' 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, S77CKS AND CRASS MATS/ SLAIVKE75 SHALL HAVE GOOD SOIL CONTACT. 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS J LAY BLANKETS LOOSELY AND STAKE OR SrAPLE To MAINTAIN DIRECT CONTACT WITH THE SOIL DD NOTSTRETCH EROSION BLANKETS & TURF REINFORCEMENT MATS SLOPE INSTALLATION N T.S. Z EXISTING GRADE (MIN) IB" 70 2'-0" SEE GRADING GRAD SEIAI TO BE USED PRIMARILY WHERE SLOPE EXCEEDS 59 STONE FILL STABILIZATION TYPE I, 1'-G' THICK MIN FABRIC TYPE II, 2'-0" THICK MIN LINED DITCH_ _STONE NTS PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT of So Burlington DATL CHwm N.MWN —11 CULVERT k END A '-� SECTION 5' 2' 1 4' rA•• r r CULVERT ].y -; t4" , i ' EPSC END SECTION f-IT""'•, FIYPEILL(1. 0" MIN IL TYPE II STONE DETAILS THICKNESS) 3 2' 3' FILL (1' MIN STABILIZATION FABRIC 6' THICKNESS) MIRAFI 50OX OR A J 6" BANK RUN APPROVED EQUAL GRAVEL A -A PLUNGE POOL DETAIL GATT DDAmC NGM n N.T.S. APRIL, 2006 AS SHOWN C7.4 PFOJ, NO. 06113 SUPERTEMP WIRE AND CABLE: NEW MANUFACTURING FACILITY South Burlington, Vermont Inspection Program The inspection responsibilities of the site contractor and the On —Site Coordinator (OSC) is outlined in the chart below: Event Storm Sewer Inlets C O C C, OSC Silt Fence C C OSC C OSC Check Dams C C OSC C OSC C. OSC Construction Fencin C C OSC C OSC C. OSC Construction Entrance C OSC C OSC C, OSC Stabilized Areas C C OSC Sam linaZTestina Rgoort C OSC E C = Site Contractor Inspection and Repair OSC = On —Site Coordinator ES = Environmental Specialist Stormwater runoff from this site discharges to Potash Brook, a stormwater impaired waterway. Work upgradient and in the general vicinity of wetlands and watercourses are areas that require special attention due to the important resources in the immediate area of construction Field Protocol — Areas of special concern will be reviewed with the Contractor prior to initiating site clearing activities. These areas will be continually reviewed by the Contractor, the OSC and any issues will be identified in the daily or weekly reports. All reports shall be distributed via e—mail to all three parties in support of the efforts to address areas of concern in a timely manner. INSPECTION REPORT GUIDELINES FOR CONSTRUCTION SITES Inspection Report • Component. and Scope of the Inspection + Nori and qualifications of personnel conducting the inspection. • Dates of the Inspection. • Observations relating to the implementations of the SWPPP. • Action taken. • Incidents of noncompliance. If no Incident. of noncompliance were found, the report must contain a certification the the facility is In compliance with the SWPPP and the permit. ` The report must be retained as part of the EPSC Plan for up to three years after the site has been stabilized. INSPECTION GUIDELINES FOR STRUCTURAL MEASURES Sediment Containment Systems — Hoe sediment filled to within 12 Inches of where water discharges through the outflow structure? — le the outflow structure Installed as Illustrated in the plan.? — Are the embankments protected against erosion? BARRIERS Silt Fence — Is the material buried in a trench and backfilled? — Are the stakes installed correctly with the proper spacing? — Has sediment accumulated to within 12 Inches of the top? — Is runoff water running around, below, or between the fabric? Continuous Berm — Hoe the berm been Installed correctly? — Is the fabric adequately stapled? Other — Are barriers causing local flooding problems? CHECK STRUCTURES Crushed Rock — Nil water flow over the middle Instead of around the edges? — Hoe movement of the rock occurred? DRAINS/INLET PROTECTION Rock — Do., rock cover the inlet opening? — Are rock diameters about 1 0 to 2.0 Inches? — Is the rock barrier Installed correctly? — Hae the rock barrier been installed in front of an Inlet that is a sump. Inserts — Has the structure been installed correctly? — Nil the structure prevent runoff water from entering the storm sewer system? — Has sediment filled up the structure? When will the sediment be removed? Other — Are freezing conditions impacting the protection measures? INSPECTION GUIDELINES FOR NONSTRUCTURAL MEASURES DRAINAGE CONTROL Diverslon and Containment — Are they protected against erosion? Dikes — Have they been constructed to control and divert anticipated Rows? — Should the bottom be Iln.d with any material to prevent erosion? Slope Drains — Nil runoff water be diverted Into the pipe? — Does sufficient protection exist to prevent failure of piping? — Is the pipe anchored? — Does erosion protection exist where water discharges? — Are they functioning In the manner they were designed? Staging of Construction — Does all the ground need to be disturbed? Activltle. — How much land Is being disturbed and how much can remain In vegetation? Planting of Perrenlal Seed — Are drlll marks evident that are parallel or perpendicular to land contours? — Hoe the seed tag been checked and the mixture verified? — If reed is applied hydraulically, how much was used? — If seed was broadcast, was the ground raked? — What time of the year was the seed planted? — Are weeds becoming established? Planting of Temporary, Nursery, — What type of seed was used? or Cover Crop — How long will the vegetation be in place before planting of perennial grass occurs? — When was the seed planted? Dry/Hydraulic Mulch — Does the mulch cover 80-100% of the bare ground? — If dry mulch is applied, how is it held In place? — Has wind removed the dry mulch, and Is this a problem? Sol] Binder — What type of material was used? — When was It applied? — Does the material still control erosion? Hillside Protection by RECP — Is the material properly Installed at the top? — Are sufficient staples used? — Does the material overlap along the edges? — Does the material need to be repaired? Channel Protection by ECB's, — Is the material properly installed at the top? TRM's, and C—TRM'5 — Are sufficient staples used? — Is the material properly stapled or trenched along the edges? — Should a rock check structure be installed on top of the material? ADDITIONAL INSPECTION REPORT GUIDELINES FOR CONSTRUCTION SITES The site contractor shall keep a written record of: 1. Daily inspections 2. Any problem areas and corrective measures undertaken to prevent future problems. 3. Consistency with the approved plan and any deviations. 4. Disturbed Areas and areas that have been temporarily or permanently stabilized since the last inspection. 5. Signatory of the On —Site Plan Coordinator. The inspection reports shall be kept on site and shall be made available on —site or via mail to the Engineer and VT DEC upon request. STRUCTURAL MEASURES INSPECTION POSSIBLE MAINTENANCE Sediment Containment System. Constructed to Specifications? List what action is required, Functional outlet structure? R alr or replace. ccumu a ed ae Invent .move, p ace up. room, an stabilize. Long flow —path length? Install baffle.. Silt Fence Barriers Proper Placement of stakes? If not reinstall. Material in a trench? If not, reinstall. Accumulated sediment? Remove, place upstream, and II Used in a drainage ditch? Remove structure. Used around Inlets? Remove structure. Other Barrier. Improper Installation? Install another method Rock Check Structures Correct rock diameter? If wrono dl eter replace. Water flowing around end? Extend rock. Other Check Structures Inlet Protection Cover ver tr ctur 7 e le an o nIn . Bale bawler on con.r.l.1 Re lace with rock. Diversion Dike. Erosion of structure? Complete re airs and stablize. Improper location? Remove and relocate. Slope Drains Runoff not flowing Into structure? Repair containment system. Check to see If runoff Is being diverted to structure. Runoff flowing Into and past pipes? Install a larger diameter pipe. Evaluate whether design storm event was exceeded by contacting designers Add more drains. "Tunneling of containment dike Is evident? Repair embankment with sandbag. Controlling Wind —Some Particles Is ground smooth? Develop furrows perpendicular to prevailing wind direction. Do barriers exist? Install barriers perpendicular to to p,ovallin. wind direction. Notes: R E C L 1. The Contractor will be required to assign one person responsible for the report J U L fi preparation and who will act as the primary contact with CEA and all regulators CEA i will utilize an environmental specialist to conduct the bi-weekly and follow-up inspections. City of So. 2 The Contractor will be responsible for daily clean-up of materials deposited on Bowdoin Street as a means of reducing sediment runoff to catch basins in wet weather and reducing dust during dry weather. SITE ENGINEER: f CIVIL ENGIMEEIIING ASSOCIATES. IMC, P.O. BO%N5 SHELBURNE, N 05M2 wN1111 rvc soaeeszzn woo --— De " PBS ceecxm DSM ."PROVED DSM OWNER: SUMMER ICE JOINT VENTURE, LLC APPLICANT: SUPER -TEMP WIRE AND CABLE, Inc. PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT V E D ZU urlington DATE 1 cexLxiO 1RDVWIDN EPSC INSPECTION DArR DRAM. MOOM AUGUST, 2006 seas N.T.S. C7.5 PROJ. NO 06113 1 i SECTION 02110 SITE CLEARING PART 1-GENERAL 101 SUMMARY A Sack, Indudse 1 Ramow.,face cobris 2 CI»r,lla 0 Plant Ahe antl first 3 Remov. Inns aM anrub. 4 Ramow cool system o/tress AM AWuM PART 2-PRODUCTS Nor used PAR13-EXECUTION 3.01 PROTECTION A Protad ufliti . that nmaln from damage B Protect toes,.. plant growth, and hobos designated o .-In As Anal fandsuping C Protect M.h marks AM ,,I,d g skudun. from damage ordlWas amanl O Use mew necawry b ph l dust becoming a nultnce to the public, to neighbors, and o other work being performed on w.e.r Me No E MMMOM eonou k tlu and at all Indies 3.02 CLEARING A Clear ales. required for area.. to am and -owlbn of Nam B Ramow hose and bombs within ars»» Indicated on the Pau Ramow alumpA, rook and top root, and Omer prolootlons 1 W or greater In diammr to T4' Mkw Ind -devoted and... In cut an.. and 7-0" Maw me,posed subtracts, In An guess 3.03 REMOVAL A Remove cable, rock, and -.,tad plan IIN from snd B The Gondar M,Il coordinate Work with the Engineer and Owner In establishing Mdable oas wtlhIn 1st property Ihnln for RepwAlrg Rebde, rodts amb rncW pane Iris The C.nMcnr sMN M reepnakb ter bodNNng (cAppbg) and gredMp oat w»lo sIM 3 04 UTILMES A C-Minan it utility companb. and sOwdes As required END OF SECTION 02110 SECTION 02010 MAINTENANCE AND PROTECTION OF TRAFFIC PART 1 - GENERAL 101 DESCRIPTION A The Coranofor Mail maintain RaNc In the pmjeU area to the esltebdon of Be Owner And the Engines' nThis would typically mean short dumWm(1&20 minutes) Interruptions and foNdry downfw bmbg. InsWblmn Nn.caesary Am W.meg,nwv.hmNnn.Ml bo .NowAd M any 0mO of Ind d,Y TM Conlnctor MII M rooponNble b lumish, Inal,ll and ,I-. ch.m.finO n bent.. as nqulred to proud the Rallo workman and new work N ,hall be the son napombgmy of Me Connector to keep the Local Agaod.. (Including but not limited to Town Highway Departm nt, PoNW, and Fire Departments) prewxmd at least 72 how, In ad=of changes In RaNc OR... due Ic reduction of pmmml wdth$ or dosing of at'... TM onlndor shall supply. Retail, maintain ,djuv, mow, moan, and at-.11 signs, .ulhebly lighted banirade:, RAN. cones old Iliac d.lims-no, As necessary to uny I ut Ind trAfik routing plan and malnMn whlal,r and ped.alri,n In1Ac All dthis wok Mall mes1 be re,mromante of Local Agw fa. and me Owner B Th. Conlndor shell kmlah, NOW, and malrWin Much signs as may M directed, orm.y M ,s,ry for the orb Re.14fi n, or donvenlence of lreNc Sold slgm will , petlMd, may MM be adequate for IN Agul,Nm, esfety and umnlmw of 0amc Ths CWAhWWr .hell p-M.,.-,and m.Intaln..N.bly lighted mrdmd,,, waning NOW,, all esreade. es dlracted In ..or 1. keep paoi animals and v.hkise from.wall,,, cbAtacles, to Th.C.Odor mayor mq.iw to employ IralAonu, sold take overauto ree,au ,an. or prwuMns» the Owner may dined, W as maybe headed to prnenl damage or Injury topars.., .Mich:, or other property, and to minlmlz. He Mwnvmfanes shot danger fo the public by his conshuctlm opmkmw Th. Contactor shall donne. his ocwpancy of public or bowled my, 0 the ww ullest.p ..Ofilsl. with thaMdonl andeeN performance of the work -fornicated! by Ind connod C Th, Condor shelf III— and bay all local and slate laws, .Mlnenom regulation. and .role In nMlon to the Wabuotion Ri steel. AM hidhway., keeping im.sag.'MYe own and protecting IAN, where then may be danger mm, all uueswdfon, dFMbs D S,Mbts lighted barrier. or barricades Mall be furnished by Me Coh rector and put up and maintained at allImes during the night or dayMm, Around AN Won dildma, bmMes, mtlonA, or othorwork psnMMy d,ngerouA b Ramc Such bwkno MM M con rudwl of 2 Inch by S Inch rough lumber. sodrroly wPPorted and Woutl al k 3 seal high ,M,, Ind li mal Sammdo s Mel We pawed on as olds, and thmghoul 6e am, length and breadth of oat men Micros, trenches -uv na, or Other work which must be bung to th, gwn.l public Bemnod.s Mall be property pointed fo pis satisfaction of Ind ne Corr In onad W enln • high degas. Or VIAL Nty k vohlwMps down barc E Suffably lighted banmedes shall be defined a. bomnotlee N by A.Men In accordance Me, the p,ng.ph w other pighang mAmws wmved by Ind Ouer In pbu coaled Fund ens Moat tea pbwtl along Ind entln Nrgth oI lM bankedaa,t en Intarvd ne pnebrthw S foal canhar o comer Flesh- shall M power operated, fan. dk.ded, enclosed light mM which Mall proven. IntemlMnt light from 70 to 120 fio.Mra par minus, with Rex W rod If NpM amidan. coursing -two. than 25 Wool of esch -ff cyde, Regardless W bmparsbrs TM e IAd1 NOR, AMA M yellow In odm and I... than 12.gnre Inches The disoalnlbte IgM Mall be bright enough to be conspicuously vIMWs durrq me hours of dadmass at a "rdmum diatom of IN And from the -Ift under one or more dhooll-, Ind br.geing spaclRellon, Mall apply 10 degrees or men In, me Ado and "Me, or man slam AM bAow the photometri F The Contractor shelf furnish and securely faAbn finding Was k signs, banicades, and other objeWs In such numMn and for MM lwgtle of are As m requlnd ter Ind maMnmm�and lxot,dlon dne0k,wntho Erpllur mry amAr Th.O,aler M,Il bsin omr III, during AA hours between aunsel and wwnees, and during period, d law Mlbillty The Contactor Mall maintain, .loan and opine Mrdcatles AM Aachen throughout In, Ate of the wn -A Should a, Condor or hie employ,,,.glad best out and maintain barricades w light as requhod In trees speelfiwNons, the Owns Immedlahly, and without octet, may famish, Imall.nd mainbin barricade, or Ighta Th. cool atom wy arromt due or to bamme duem Me Contractor under this wnmd G If to Connectors pmtbns or omW,ncy of any public veep or hghvny, or the umvan Mr1we o..r any Rancho. Mlno malmsined by the Connector hall mtodhan with Ind removal eaMIn. o(an-or ice by the public dwortme or adfdnirg land owners, In an ominary err with regular highway aqubmard, the Contractor Ball M rpuk,d to perform such thaw for the public 0hodNee or WlWning owrem without change Nth, Conlradw fallA le do an, M Mall manicures the said sutholAes or adjoining owners for any additional does to them for dotng won work occnbnad by condlMna,deing from Me ConRaclors pmtlons, odoupmcy, or fwto s, gelMr with any to damage Ind equipment m,nt of did paby coon Minh surcoMilans, or daM4 of my partNs for d,mogs, or Injury or tees by Hawn of hNuro fo remove wow or oe orm esnd Iey.pots underthese coMdlons maybe H TM ConMdo M nponalbie or nptaclnq and ImhNng anV sofa.Infile erg. at no additionaldadditionaladditionalroes b the Ind Omer pU I Th. pnnodmg an minimum requirements for Ind m,lntenanno and pociecton d InNc during tiu wirer b of the pmNct If Ind Coninclardeern: toes adgltbnal Revkr: m ro9ulred, they shall be Installed after contadtng the Owner ENO OF SECTION 02010 SECTION 02203 ROCK AND BOULDER EXCAVATION PART 1-GENERAL 1.01 SUMMARY A YVork Included Finnish all labor and equipment requred for @ ca Mfon, dipmal and rophecamant of rod, mtl b-ldre B CanVActor ahsN keep amuna nwrtl d ro h nmowl for po»ibb Irrnea» or demo, In quwNu.. of work from coo» on which the ft.. EM Ile based, a, kNowe 1 Mua rock removal a/ wbb yemtlA 2 Tnhrh cod, mnwal0_2 Wublc land. 1.02 DEFINITIONS A Rod,xwvaMn shallmesnrock which .quln. for pit nmovai tlMNn9+mtl bl»Xrp, wedging, dodging, or boning 5 Bounder »cavdon shell them boulders one cubk yard In vdume or Isg,r, which con be -Mad without neordnp to bl,Meg 1 03 DUALITY ASSUMNCE A Ou.11fcallons I Sstamlc Survey Firm The company"clo bgmeslenic -op wM, Mnsnumoffwe (5) years documented up4rlencs 2 EWIWw Firm The WnW, ifiecializing In e*mWas for disintegration of rock Mth• minimum of fit (a) years dawmanted Axpahanw B R.g.RWry Raqulromeme 1 C-lom to Applicable codes for.plo,ive doMM gr.hon of rod and In NFPA Ago for ha dillm, eplRelw malar.is 2 Obtain all n.-Ady Palmas from-mollde. (local, Side and Nderel) howng WiedMm Mare ,sPoW.. Me brought. Ind and or MAN, he sated C Adddi-I Reeulrer umbe, 1 Two propedY working continuo.. recording »lamograph. Mdl be In oPe Wn st all amen during the WsMImi wod, I DO STORAGE A Then shall M now mIght ,tong, ofa,Wwwa 0 me Am 1 Of SITE CONDITIONS A Bleating Log. Mull Records For each Westing mart maintain,mrrsto records which nbul.W. as. minimum, dole, bol. number depth, .-N. IOW upiI.N. AnAlgM In the blast, m-knum -p1odm might par Relay (or the ..pica'-Ml In eeM West hole and me Mdgnatlon of the delay cap used) and s,bourf lm matadel a Rhuad dung drilling 1 012CHEDULING A Dr MI, oparail.na Mall be conducbtl Monday through Rld.y, from 7 00 A M ro 4 DO P M B Bnshlg operation. shall be conducted Monday through Friday, from 5 00 A M to 4 00 PM C NOIIAcatlm 1 Not dy adi,mnl property owner, and residents (Mn 1,500') a Mnmum ofes- (7) dry, in advance of ail .nhmpahed bl»Wg op,r.tW. Explain bl,esInp and utemlc opmwn and .ah.dufa PART 2 - PRODUCTS 2.01 MATERIALS A E.pto.N. materials Mall M In cork noanIs Mth NFPA 495 B EgI.N., Delay Dews .M B1.M Mesaled. TWO nmmm.Mod by axplmA Arm following eslsmro wrvoy and re t.ked by aM.Hoo s having lundfich.. one In -.wow with Me NFPA 40 codo PART 3-EXECUTION 3 Of EXAMINATION A Pr. -Bast Survey And She E.vaminOW, i Conduct spre-blest Mnmyoaft diwent buildingand lndMdual water systems within. dastanco of 1,500 fast Th, wmy MAIN Include pictures and Miss of NI sign, of distress In the V" site acd wionswn of w all antl qumlNy otwmr In .X IMm,y 4l wanr,whene 2 Verify atte dondllbn. end now NI .ubsud,w IrreguNMe4 which mry aN.ct mY tom requiring blea ft 3 Identify required hoes, awl., contours and datum . Obhln. seismic suety prior to mck -auction b detamin, nu knum charges that can be uesd without damaging adjacent properties, other wok or exlsOrg u ift, Bs WMn edge rock or bouldm An., untered, Ind mandal.MO M uncmwred .nd th. Englnesr notiMd TM Englnur Mll lab xou-esdion. of pis Wdge.d.Ifsm lithe Contractor uncowts ledge ben falls to nollly the Engineer and allow ample Role for uaednning Re undisturbed m ul the Contractor Mall hew - rlghbofd.M to any ciesesfical on other man that allowed by the Engines, C The mng. od Msm m MM M.N M...d In the comptafbn of Ae wI-who- potable 3 02 LIMITS OF EXCAVATION IN ROCK A Exw.9m In rock shall be pammed, ,Mt OtherwisOtherwise, dim -, so that m Pvlectlan Matt men. within v.dl.l plats 6 intle. oursid. of the structure or as shown on the Drawings In Innches. th. rod shall M ralnowtl to . pIM a IrMns bNow me untlmide of Ind banN of Ind pate, baln0 held thoraln, unless etherwlee.hown on the Plw More ce,"on 1, mMbd below the above-dohamaned will, tle additional apace Mail M rallied at the Contractor's expense wall, additional donasls or other selected metal as dRacted by 1st Engineer B Concha. pmmenl fo M exc*v.t d shall beM In a W. Ilne 0u.h withOe Ilmds of the excrvatlon and Madge. Mall A, edagwXely pmtachtl 3.03 ROCK REMOVAL BY EXPLOSIVE METHOD A Unless otherwise Indicated, the rock pay I.IW Mall be Argad to the following 1 Two teal outside of conorale work for winch fortm an.plrdl, -apt Wotlngs 2 On. hot oul d. of parfol of footing and bottom of 1.0lbgs 3 In pip, trenches, 6 molm, below Ill elevation of pipe AM 2 bat Miller then diameter of pbe 4 Outbids dimenNou of con rash work where no forms a. roqub.d 5 Underelab. on grace, 12 Inches below bottom of condale CAR B On , daily b m the Connector shah wdfy rode axmvatlon with the Owners npneenbllve If the Conbector and Owner's reprwnlauw do not ,grom on total quamltleo, the Contractor atoll not badmlt these areas unfit they den be surveyed antl crosa-aecumetl to wourally, Wermine Ue pay quantity C Contlu.t all blestlnp opaMlona k foil comptlanno wah aA Stab.M hderel taws and foul mclrumw, Toko aA posW* canto woad Injury n parsons aM d...ge to property The mck Is to bewail mvend and sufti,nt warnkl9 given Wall persons In me vlcmfy Wine work b,fore bl..Nng Cm MelI M heWn b men dmap, to uNmes orother atiuttum abow,M below the ground D No blesfing will be pemmlhatl under Or edjacwtW any anal, mad, or highway unless permission he, been nodwtl In wrong from the authority h Mrg junw fto E Condom o all municipal, free, federal, and other In lmnws antl codes rohbg to the storage and handling of axpbams PAmcular aftenlbn b aged fo edherenm o requirements of the eledM, gas, and other ubkbu which may be bowled in the prated area 3.04 ADJUSTMENT A Da col use mil -wwb,n donetting of rod and boulders uwedmg a Mchas dl,m,W, far backnning Rod and bwkbn atoll fie nplwed by,elachetl-cavand material m with spmved material from of Ihs sources B If rack bslow tired, Is any Ime byon.M g caused oy tides ddlnd oo dap, w Imo hervy M,me. d u10, d,, or any mfio dthe ck n du to bidrro ed mq touch aMdend rack with n.t prawde iat t foundation, me rod M,II M removed and! Oe emvesbn rallied with acresud gnvst at the expanse of the Conbador n diroda4 byline line 0 Coned y cdzed rod nmov,l olowrbn,bng by remwAl, bad0lbnp antl mmpAUlon Ind Elglrex END OF SECTION 02203 SECTION 02210 SITE EARTHWORK PART 1-GENERAL 1,01 SUMMARY A Saco-IW.des I AN uRg ty and wlwwoevatiun (,mass co n red In other subons of thesespecMolwnst, oval antl rkxno Mockp le of topsol, stablllzdon fabric, and other miscellaneous and Appurtenant work, 2 SR. Meng 3 R-d-y/padnrg lot structural setlbn. 1,02 REFERENCES A ANSVASTM C136 - 5I.M.rd T..l M.Ih. fen Steve An.lwis of Rn..M Cur» Aggngehe. S ANSVASTM 069E - Standard Test Memod for Laboratory Compactor, Chars-IM. of Soll Wire Standard Effort 103 PROTECTION A P.- ba l marks and -ding sand... B Protect Wove and below grade WIIIM. which.. to remain 104 SUBMITTALS A Testing fabolat ry .parts lndrcallng that mete.l for becANl mesa atf.hem.nte a Me Section B Field casualty last report, of dis fill In place C Flold d.n.lty tast hap- for medway stmclunl..di o In piano D St.fiftbatlon Fabric SubmR dopl.. of m.nufan%ner. s,c0ca on. and hWallation Inatudmn. PART2-PRODUCTS 2.0/ BANK RUN GRAVEL A This m.krl.l Mall ..at the WNw rag grading regm.mwte Percent by Walyltl Slave D.N-Wh P.A n. Som. Mash Slave No 4 20-a0 No 1. 0-12 No 200 0.6 The growl shall be unHormly graded from camm to firts and the maximum Ads done padlds MM not -Deed 213 of Ind Ihid,n»a of Ind I.Yar Ming placed x1", MrlMavar b W d 2.02 CRUSHED GRAVEL A AlI maNWoshallMaeamed from apmwtlfourws This gnwl.hog conslalof.Wunr and round fragments of hard dUrabte cad of uniform qu,ldy throughput reasondly free from thin as r gared paces, wit or disintegrated stem, dM, wgamc or oMd ObJsdwnsbb MM.r This omfil Mall meet the following grading roqulranent. Percent by Weg. Slav, Daslmution P»m ,InO SquNow Seve Flno 2" 100 11" g0. 100 No 4 30-SO No IN 0.12 No 200 0-6 Cu es 495-100 No 4 25-w No IN 0-12 No 200 0.0 2.03 AGGREGATE SURFACE COURSE A Aggrapate for surtew mum» and shoumm AlW1 comist of chin, ham gnwl -wed growl or c ushad alone II MM M roawnWly Rae from ,IR Iwm, tlay err dgonk math It ,hall be obtained from approved wurcaa 5 Gnding This m 10.l Mall be unnomty graded from coma fo Ana and *how nest th. m5owing gncing req.1momme, Percent by VJeght St.. Doegnatkn Pa:aln9 Squm Mesh Slaw 1 N" I T' w - too No 4 A5-05 No 100 D-15 No 200 0-12 2 N COMPACTED FMA RANULAR BORROW A This mdarld shall be free of wall, day, fil W.del, d.M., and og.mc matter, grated In accordant with ANSVASTM C136 within the followng who Percent byYWght 5 D I A PD In�Mesh SMSM e" 1.0 TS-100 No 4 20-100 No 100 0- No 201) 1212 2.09 GEOTEXTILE STABILIZATION FABRIC A This -*.hall coWnd W fumiahmg aM placing an approved Anduffi aNm fabric on prepared Men.. `ithin the limit. Mown on the plain Th. fa ul. Mail moat or ucaad the pr 1 Grail, tensile mmoth (ASTM D4e32).2W Eu 2 Gnb tenell. Wngdk n (ASTM D� 532) - 151E 3 Puncture scongth fASTM D4833)-120 cos PART 3 - EXECUTION 3 01 PREPARATION A Identify required Imes, levels, contours, and datum. B Wenllly, known below, grade utllNlaa Stake and flog locallone C Mainbm and protest ashhrg utdNles remaining which poll through wok ma 3.02 EROSION CONTROL A Eroatoncordrdmustb.mstalbtlpdorlobeglnning..y..dttom.pen0ona 3.03 TOPSOIL EXCAVATION A Excavate fopeoll from are» to be unovehed, re -landscaped or regraded and stockpile In ..es designated on eft.Or u deeded by the Engineer B Maintain the stockpile Ina manner which will not ob.mcl die nalunl fim d drainage t MelnMn slodplle fps, from dobde and Inah 2 Keep the topsoil damp to prevent dust and drying out 3 04 SUBSOIL EXCAVATION A Exavate auMMl from a.- to be regradedm accordance with plans B Exuvst.:ub,.N required to eccommodal. building J.".1 na, slabs on Made, age structures, construction operations. roads. and Parking orders C Grade top perimeter of ac-allon to prevem surface water from dMning Into »cavatbn D Notify Engineer of unexpected subsurface condibam and Af,mntln a aftachtl work in area until nob0ed to resume work E Correct areas over- moleil by error as directed by Ind Engineer al no coal b the Owner 3.05 DITCHES A Cut sa,ntaty to the aces-m-b-, grades, and ebnmfi- shown B Maintain excavation. firs. from deblmel quaneti» of testes dc", trash, and other d.bn. until completion of the work C Dispose of excavated =Wall as shown an the drawings or deeded by the As Engineer, esupt do not, rn any me, deposit mstedd, less bun three fast from der edge of a ditch 3 06 EMBANKMENTS AND BERMS A When smb-f mnm am to be mode on a hfiWde, tha atope of the onglnal ground on which the ..bank- to .re to be constructed atoll be topped and properly dralrnd» the AN hs .Wahucted .o that adores .--.is of the atop» do not W-I B Any oxuvated rock, ledge, boulders, and stone, except whom nqumd in the construction of other Mme oroth-t directed, WIN We ..ad In the cundrudlon Of.hu eM,mems to the extent of the project regW.mants will generally Mall be plawd w as to form the ben of an embankment C Fronn mmMl atoll notice used In the construction of embaMrmmis, nor shall Ind emborlkmonb or sucnosdvo layers of the embankmmla be placed upon frozen material Placement of material other then rock shell slop when the sustained air Namp*Mun, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction N Ind h.W.I te otherwise acceptable ' ceptWle, 0 shall be smckplled and reserved for future use when its clan iffim Is us acceptable for e In er to-kmwl. D. When an embenkrna of is b be wnsimcted -does a ew.mp, mud, or apes of unstable sills, the unsuitable instant) Mall be -and to reach Bolls of adequate bouti capacity and if, -bank am begun. Allernaiire methods, such es use of . stabNheNm fabric In place of ncsvalbn and backAN, may be uhllzed only after approval of Memo by the Engineer E Material Ming placed In embankments shall be placed In honzontd layers of uniform thickness .chose the fug width of the amhankmmt Stumps, trees, rubbish, and Who, mwhabl. -10.1 +hall not be placed in -Wiml menl. F Embankment area. shed be placed In MMW4 ch IRA Effedlw aproedbg .Wiert Ml be used m eechlayer to obtain mMm Rednos: pdor to wmp.cibn Each): ryer sMitre' kept mwmd to had wale, to the outside edge of mhankment and contlnuma I.vsting and manipulating will be rsqumed to enure uri density The enlm arse cf eachlayer.h ll M uniformly compacted to d Iesel the requlnd minimum denaRy, by u„ doompacUm equipment consbNng of rollers, compactors, or a combination thereof Earth -rowing and other pulpma l not spedfically rmnur-cured for compaction purposes will not be considered As connOi wuiprrerd G All MI manual shall be mmpaded at, molmurs mnlen suitable fir obWhlw the nurtured denshy, In no case well the mol:lur, corient In each toyer under wwhudon be more Nen three percent obwe the oplknum moisture content and Mall be less than met qunN coal MA cause IM,mbankmenl to become unsteblo during compaction Sponginess, Ahwhtg, or other dlsphament under hao,y equipment shall be considered evMerles for an rglnoamg detemMWon of lad of stability under cob requirement, and further plaosmeM of maiedal In the m, Affected shall be slopped or retarded to allow the malarial o steblb, H When the melslure content of the material In the layer tells, mnstrudlm Is In. than the -1 rran.seary No Won.satidtxdary comp,dlon by m.ch.MW _Padlon methods, :to, shah be added by premium dbhibulon or other approved equipment Water my 4160 M added In exavallon or borrow pis The water shall be unNomty end thoroughly Incorporated into the roll by dtec, harrowing, Weding, or by other apmved mollmds TWA manip,tW= m,y M omflted for send, andgravel Vvien tha molslun comadvi of 0e mmsrlal e In excess of three percent Wws opirmlm moisture Content, dry msirlal well be thoroughly IrKorporated Into, the wet material, or the wet melerM Mall be a-lod by disking, h.-Mnp, Welding, rotary mWng, or by other appwod methods, or compecton of pis layer of ores material shall be defamed uMl the layer has drled to the required moisture mntem by evaporation 3,07 COMPACTION REQUIREMENTS A All bacifills and alb shall be compacted In -an Inds (12" maxmum) to ,Rain the nqulr.d densities as bit - Stand ard Proctor Location ASTM D-698 Subgrad. and Gravel for Rome and Parking Lots 95% General Embankments 90% 3 OS MAINTENANCE A All eadhwork should be Whacked pedMlnoNy to see that elopes m In good cAndllbn Any Bite or damage from erosion and animal burrowing should be repaired knnetlrately to evdd further damage II espy develop on the AIpes, ihe m. should be ewiusled to dalermma R the seep will woe an un ilable condition Subsurface treats or gril mulching maybe required to solver sup problem Diversions, beets, and waterways In the land grading area should be checked fo sex thel they am functioning property I'mWenla foundduring pis Inspections should be recalre l promptly END OF SECTION 02210 SECTION 02225 UTILITY TRENCHING AND BACKFILLING PARTI-GENERAL 10IBUMMARY A S-I on Indud» 1 Trench, tea AfiN, and compact AsaOd lad hamm and a, needed la I-Aftedon of underground While located 51Nt outside the bu ldRip 1,02 QUALITY ASSURANCE A Use adequate hrmben of skilled workers who am thoroughly trained and expe-hoed in the nano»ary rnlls .M whore wmpMety lemlllxwilh Ind dpeJA W mcnimanenk and the melheds needed for proper performsnw of the work of this section B Use equipment adequate In size, capacity, and numMro to accomplish the work In a w aly manner C Comply with requvs,mem, al g-acnmental agencies hadrg MMIkIlon 1,03 REFERENCES A ANSVASTM C136 - Standard Test Method for Sieve Analysts ot FIne sand Corse Aggregates B ANSIASTM D6OS- Standard Test Method ter Lobomfiny Com"Abon Chardeda of SON Using Standard Effort PAR72-PRODUCTS LOT SOIL MATERIALS A Fill and Mckfill melehate 1 Fill melxbl I. aubi.d fo IM aproval ot ate Engines, Malarld p MdAd un be Ixnovad from excavations m site or Impaled from mpmod omafts borrow wAm Materials mud M Wwominrdly gam,lar, nun-expanstw :oat free from porous matter, organic mamr and other delaherlous mast and contain m rocks or lumps over 6 Inches In greatest dlmwbn 2 Roo h-Iraq • din.-Wn greater than 2 latch.. Mall not M placed MWAR 21" of theWAdd. of Pipe 3 Colnslonlees material used for backlll Pmld* send free from organic methanol and offer foreign grafter, and as app-.d by the Engaex PART3-EXECUTION 301 SURFACE CONDITIONS A Examine the areas and condition, under which work of this sedan will be p.d.med Correct condition detrimental to amoly and proper completion of the work Donal proceed until una.b:factory conditions an cohmaed 302PREPARATION A Identify required Indndes, I-N, cmloum. end datum 3.03 PROCEDURES A Exl.Ong UNIIll.. 1 Unless Mown to be removed, pmol,d active utility tins shown m the dderuings or dhwMsomad,knownlalMCmYraclorirlorlotnndiing Vdam iled,rapworrepfil col o the Owner n2 VM.n sxlallnp underground utilities, welch are not scheduled for removal or absn0onn.M, wnlered In the uavellon, th y shall be adequahety AuPpded and "aimed from damsgs Any damage to u111Nas shall be O"tnd promptly at no edtlitkmal tat to the 0v 3 If u111Ny, smkA Is Interrupted , a result of work under this section. Imnudlatoly realan ,an. by npabing the d... ged utility at no wdMonal cost to fne Dumd 4 If easUng uUIIU*s m found to InleMre with the parmanent facilities being conatmdsd under this asl-, Immediately notily, the Engln..r and a ury InsbuMma 5 Do not proceed with disruption of service or permanent relocation of WHEN. ,hall wagon Instruction, an mc,lwd from Ind Enphuer B Protocllon of persons and properly / BxrinoOs, open holes and dap legal- owumng as pan of the work, and post wft lights on property adjacent to or with public swau ,B � 2 Operate weml lights dud hours from dusk to down each der and es As r/�' p rro ro rag h r �►J rpulnd. j 3 Protect structures, utilities, sidewalks. pavements, and other fadlMse from damage caused by esMement lateral movement, washout, and other hazards crashed by pratione umber thte as,clion � f a� C Dewataring The Contractor, at oil mbon time. had conduct opa so as toprrnnt the U muletlon or water. Ice and arrow In akc-stops or In the vicindy, of exwveted ores*, and to prevent water Irani Inl.rf uing wan the P.O... and qu.lOy of the work Under m conditions sheep water he allowed to rise In open Ranches After plp has been D Accumulated water, ktend a, d Arm shall be pmmplly rw-s,d and dbpw*d of by mpQf So or other approved mee. Dlspsal shell be canted out In a manner which Mill not aaaf. A - I hazard to pubic: health, nor wuu Injury to public or pmaie property, work mmpMM or In progress, or public Waste, wr wines any Interference in the use of fir*eb end mad by the public Pti u under construction Mall not be used for tlnmage d exuvANps E Maintain scaees to adjawnt roes at all bins, 3 04 TRENCHING A Provhts Meeting and Moving newssary for promdmn of the work and for pis safety of parwm of 1 Shaul and bracing required for Mnch» shall M removed to Iha-N .1-Hod of 1st plpe, but no sheeting will be atbwad to be pulled, removed, or disturbed below the Pipe B A Ranch MM be -cavahad In the required depth and to a width suMclant to allow km Joining of the pipe and comp-Mm of the bedding and baWlll material under and around Nro pipe C Th. completed trench bottom shape be Am for II. full length and width D It Indlwtal on the plans or directed by Ind Engineer, poor foundstlon material rn:wlnp4red below the normal grede of the pipe bed Mall be removed and nplao,d with granular OWN E WherA pipes Are to M ple-d In amMMmant NI, the ex-efio , atoll be made after the embankment has been compleed to a hogm of 3 feet plus the diameter of the pipe above the designed god. of 1st pip. F E-tv.lmg or appdenanw. 1 Excavate lw menhdes and slmllx ahuduna b • dl.iance atdftdanl to lest at l...112 Inches dear between outer surfaces and the embankment or Modng that may be u,ad to hold and protect the bank. 2 O,d.depth exmv.lbn beyond such sppud.nanus that hes not been directed Mi0 be comlde red ureuthortzed Fill with send, gnwl, or pow wncrwo as Affected by the Erpkwr, and .t - addlllan.l met to the Own. G E.-.Non :hall raw mterher, Mg, -mal 45 degree bsaring still of foundation. H When utility runs In.ums, public property or am oubjerd to gov.mmerlW or u(ity company Jurisdiction, provld. depth, boddkg, cover. end other roqulremonb as set forth by legally conemmd authority hetng jurisdiction, but In no me. has Man Nte depth shown In the Contact D..." I Whom trenching occurs In exl.0ag lawn., fie -m turf In soosow and keep damp Replace turf up- complat- of the bacwAlng SITE ENGINEER• f CIVIL ENGINEERING ASSOCIATE& INC. PO BOX465 SHELIWFINE, VF 05482 102,p - FAX e02-aee-2271 Arab evnvweN.o.rrr DRAWN PBS .arm DSM vPRovaD DSM OWNER: SUMMER ICE JOINT VENTURE, LLC APPLICANT: SUPER -TEMP WIRE AND CABLE, Inc. PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT VE ,vyt ilj�j I� EEy T d SPECIFICATIONS DATE DRAmo NUMBER APRIL, 2006 N T.S. C8.0 FRO2 No. 06113 i 1 C c1 3 3.09 BEDDING A PIPE Bedding Area Priorto hying pipe, bedding material shall be placed So Omm of the exm,llon and to a depth beneath the dfiM pip, am spo . ThknationalmEdal sha0 M althea sand. Il or crushed None and shall not contain large Random, and stwae over one Inch In tlhmel.r A. Him PIPE 1s I.M, bedding miter sic mall be ext nded IP 6lnchn .bow the pipe mtl le a.d .long the a ldlh of in trench. 3 No BACKFILLING A, Badfitling Mall not be done In freasing weather, men (anon mwerhls, or when material, obsedy placed we fraun B. Bac10111 material shall be evenly spread and mmpeM.d in NM not mom than 12 Inch. Ihck or n .ppov.d by IM Emineer PrEvlously plwoad or now nu eml ,hot be maN.ned by pdiking. If requlnd, to •more props, bond And mmpocum C Trenches which have been improperly backNhd, •ndosod or cowed up plan It he, been •p, owd shall be reopened Reflll and corpo& an EpodO•d, or olherwles mend toIM pproval of the Engineer. N no addulonal coal to the Owmr, D Take spedN can In backARing and bedding operation. to not damage pipe and pipe mating. E No connecting Mall be one when the material Is too wet to be compaded plopEdy At such times 6e work shall be SuSPorded wdN the Previously placed End now, matedel. have old ad out aufdenffy W permit proper pmpe&Ion, or such hoer precaution, am taken Am may b. nodn ry to obtain proper mmpodlon F Backfill material shall be compacted to the following porcentage. of maximum dry dmody and the In -pled moisture Content shell not be coon than 2 % above the optimum moisture mnta d, as determined by Standard Proctor ASTM GOBS 1 Around.11 eMudurn, under rodway apaving,.hoar M uldand omnknurn-95% 2 All oh., arons 90% G Frost Protection Pipes laid with Ins than the minimum cover over ono crown and when .pprovod by the Enginew shell be protected against honing by In,telhNon of rigid InwjNkm for tin width of ME Trench Imuhtlon shot bo a minlmum of 21n ho, Mbk wkh w, addRanks Inch d lamen for Every fool of depth of piping I... than 6 feel The ohoom shelf m placed a Inches above the crown of the sawss Afterrompec4on of the 6 inch liftimmediatelyabove the Mown Cm shell be E.erdsed by the Contractor during bacMlll and compwllort over the ImlihMn The shah shell meal th. compnaelw otrmgm nq.1m.- s &ASTM D1621.73 307 TEST FOR DISPLACEMENT OF SEWERS AND STORNIDRAINS AAfl,r the trench he. been baaMhd to above the pipe and has been comps id.. ,pecfled, check lows, ord stormdnln, W dot min, whither dl,plocemnt has moumad B Vlauelly Inspect pipe inahllallon by flnhing a light belwnn mermdes or b,hvnn the locations of the manholes, by mans of a flashlight or by reflecting srxgght with . mirror C If to ilium naked interior of the pip, One Mow, poor alignment, displaced pipes, p arry ONdahcs, gonad the defects to the sp.apd conditions and at no addfflonal mrt to tlha Own.r D After viwal approval of pipe, a 95% mandrel lest must be porfwm•d END OF SECTION 022M SECTION 02260 DUST CONTROL PART 1 -GENERAL tAi DESCRIPTION A This wok shall conslal of fumlMing and appying c Iclum chloride or wafer to reduce dust nuisance and head In mmordand with then Specifications and as directed by IM Engineer B Related wok 1 Documents aNSumng wok of this sectlw Include but as n& necessarily limited Ill, General Condlllons. Supplementary Condition, and Sections of Dbhbn 10 tte,A sp.dflcatara PART 2 - MATERIALS 2.01 CALCIUM CHLORIDE A The mat,'teh used shall meet the ulnm TD And Oaks form bell be .apteble onh & MSH M 144 Except Ind peNN form ce 2 02 WATER A All water used shell be clear re d I• ea free Mrthe finished p d oil ap5 sods r the su gar. r, organic mNnt or other subehnceo Inlurtous to de MIShad product, plant if. or IM es1a011Mmon1 of v.p.isillan When the •oume, of water Is relatively *hallow, the Intake shell be rmbdSkhed ,t such a depth and se andond n to nrJude, sin, mud, gross and other to mign molmals No fomral test, of water will be moo minA the Engineer question, NO quality of the Mat. W.I., known to be of pdabl. gmIlly may be used without bah PART 3-EXECUTION 3 01 CALCIUM CHLORIDE OR WATER A Calcium chloride (for roadways) or water (for embankments) sh.11 be ppllad only ofIM I ..U.... N each Ilene. and In tin amount as may be dhaded by the Engineer An svw 1p application of one pound of crldum chlodde per square ymd of exposed aim Mould be consdered for each ti ml—t, Th. And number of sippilcklim, and amoum of dust coon. N.., shell b. b.nd upon find wd wnttwr mndnims it shall be spread In such manner and by much d"cea hit uniform distribution Is Atoned over the Entire me an whim it la Ordered placed PART 4 - FAILURE TO COMPLY A In the hand that, In the Judgement of the Engineer, IM ConOodir his to adequelNy control the d" as dlnded and In amodance with this Specification, [to aum of $15000 per calendar day will be deducted from my mormy due the Contractor as a failure 0 comply with lh]. Specification In addition, N the Own. Is required to perfam The dust confirm Worrell.. an the project of I. faRms of the Contractor to part.. ad.q..I.ty. (he cost. mead l al with the Owner. operations will also be deducted Irons may due to COdrWor END OF SECTION 022M SECTION 02400 WORK ON OR NEAR PRIVATE PROPERTY PART1-GENERAL 1.01 DESCRIPTION A The wok under this Section Ind d.. the protection of private property and tin reNMon ofwsm, near oron pdvamMperty (For NrSnernqulrem.msse•MeGm•rNCondtlwn sod In. Spwlel CondlSons of IMse sp•cMcaRons ) 1.02 SUBMITTALS A The Contractor shall, upon Award of the Corled, lake photograph. Of dra nhling condmon. In in. project Inn Then photographs shall be taken a, dMtlad by the Owner wnrgw n follows i Any suitable ranere may be used, but the lem must be a "wide angle lone ho wig andl length of not more than thirty-five (35) mlNmaten 2 Th. photographs Mall be.11... I three and . had (3 5) inches wdo and ft. (5) Inch.. long, colored, printed with a maded finish and bantams, Each phulograph hag be marked wdh the following Information on the Mtlr Location St. an Dal. B, Upon comph0on of the project, the Contractor shall submit . second sit of photograph., taken as before showing ft condNlons in ft project area Each photograph sell be marked an Me back a, speckled above C Appro dinudsly 10 each before and aN.r pholagnDM will be requsad 1.03 PROTECTION A Every EffW Mall be made to project private or public property during combuctlm All damaged Inn,, h,.b. and other v.pilli or, Mall be ,placed In kind by Ma Comncor of no mddMan.l met to the Connor PART 2-PRODUCTS 201 MATERIALS A AN matomis not ,pacifically oembed, but required for work Inducted In this mertion sell be new, Rrt qumltly of their respective kinds, and Subject to the approval of the Engineer PART3-EXECUTION 3,01 LAWNS A In areas wh.re ramov,l of IEwh, I, coca„ary to complete the work, the C hector may ,tad to out, remove and alockpile Im cod and Put a beck N fi, co platlen d IM wok, w mid -,the sod with per sad Soling .hall rot h, mnslderad we as an opprd egpj Io .Nhor tithe Above aR m.M. 302 BUSHES A Suakin which are in the Only of the dnslmction ond an located an prime propedy Mall lithe, be removed, stored Andrplmhd or shall be replaced at Its, option of Me Owner 303 PAVEMENT A Existing drtvoweys and parking won shell be poloctad during the mnatuclon Damaged poved ssna Outside the mnir.d limit, shelf be nemtly ml o& and Wooed with bdum1nom commit. to the -.pl.(. nt,faction of the 0— END OF SECTION 02400 SECTION 02439 STONE FILL PART 1-GENERAL 1.01 SUMMARY A Section Include. 1 Stan. FIII - Types I, II, III, and IV 2 Rip -Rap - Heavy Type, Ughl Type 3, Gwdnclta Fabric B This work shell c,nsis(of fumhhing and placing prohdw. matemis In conformity with the dlmanslons, .1w,edon, and N Me IoreNon, indicated In the mnirad or as directed by Me Engl-er 102 REFERENCES A VAOT Sh d d Sp•dOcNlon., Smaller, log PART2-1ARODUCTS 201 STONE FOR STONE FILL A Slam for atone BI MM be approved, had, blasted angel. rack other than Amrpermm honk ewlalr then Its• Abler$ longest chrysomm The d Th, brat be rembn b On alone shall m greater hem to t al ma Iongast size stone TM stone 5 MNI be compactly win wrsded hoin the BmMnl to the maximum size stone sp*dAad so n la form a compact mans when In piece Type I The longest cilmomton of the Glom shall vary from 1 Inch to 12 Inches, and at least 50 percent of to volume of the Nan* In place MNI hove . )net dlmwslw 0 four Inch.. Type II The Longest dlm•nsbn of the oron• Mao very from 2Inches to 3e Inches, and of I ..( 50 p•rcenl of Its• volumw of the tons In piece shell have . least dimanNon Or 12 Inches Type III Th, longest dimension of the atom shall very from 3 Inches l0 45 Inches, And of a" In ovL least 50 percent of the volume of the $ place shall he a ]lost dhnwnalm of 10lnchos Type IV The long" dlmwabn of the stop• shall very from 31nchs. m 60 inches, And N I...ISO Foment of me volume of the tono In place atoll have a least dimension of 201ndes 2 02 RIP -RAP A Stone err rip -rap shall be approved. rough. urlMwn quarry alone, a. marty rectangular In owdlon am Pncllcablo The tons shall be had, sound and mW,hnt to Ra action & walor and weathedng They MNI be of a rock type other than serpopm rod, mtamIng IM fibrous variety chrysoMe (asbestos) and wllmbl* In Every rasped for IM purpose Mended Heavy Type The Individual alms atoll have a dePM must 0IM thlnof the the mum, rlp-rap At I ..175 percent of the volurm of the rip -rap, complete in place, *bell consist of stones that have a minimum volume of 15 mhlc hit lJ h._w t rm The Individual stones Mall have, a depth equal to We thickness dim muno t rl"P The np-rap, mmpl•t• In place, shall conalal of stoma MN hove. minlmum volume of la cubic final 2 03 GEOTEXTLE FABRIC A Gootextd, fabric shall conform to the requirements of S.ctlon 02210- Sit. Eadi ark PART 3. EXECUTION 3 01 PREPARATION A Th, anon to be projected shall be com,41 led and vended to the Inn frdldhd on Me plan or n directed by the Engineer end, N a MI area, shall be wmpada i Au ,1mam *h.tl bE maintained to to met line. indwatod an the piers poor to the placing of godestle hbdc or beddlnw material, tone fill, dp-np or stape paving 3 02 PLACING STONE FILL A The pocued atom fill Mall be placed In me coupe thickness Am shown on Me plans In a mamor Ihm wNl merit In m re.swmbly well gradedsurfam Can shall betoken In the P" to ovoid displacing of the underlying material. B The 9 ..a shall be w placed And distributed that there will be no amumuhibn, of •IIM, Ih. larger or cmalhr.he. of torso C Reamnp*mmt of th. tone MI by hand labor car m cl a al equipment rmy be ackulM Ic oblaln the sp.cfed m.lis D When dons fill and gm tmxtlle f.bdc we to be placed n p.d of An embankment, the protective mmarl.b shot be paced concurrently, with the mn.0udlon of Me a.bonk rd unless otherwise "horizad by the Engineer E Whm store fill and goolexllle fabric Is to be plmcad under water, methods shall be used Urar ,11 minlmlz, seyfogwim and hsum that the req&red thickness ofproeclim mandal will be oblNmd END OF SECTION 0243P SECTION 02513 BITUMINOUS CONCRETE PAVING PARTI- GENERAL 101 SUMMARY A Section..Nudes 1 BOB. Courses 2 L'"Ung Courzn 3 Fu i.h Cause B General Thls work shall mmlnl of w* or more murals of bdummous mixuas, constructed on a prepared loundallm In accordamre orlon than SpecRlcetlon, and the lyPe d ,•dad being placed, and m mnfamity, with M, line,, anion, Warmness And typical wan SecLans shown on the plane or established by the Engkaer 102 QUALITY ASSURANCE A Use wimpal• m men of skilled workers who an thoroughly tnlnsd and .xparm ced in M. recenary MINE and who an completely hrmlhr with he apacl6ed r.Phearm s and 6. methods needed for proper performance of the work of On Section B All matmrtala and Instahatan shall be In smadawe with The Asphalt Instime Manusl (MS,d and IM VAOT Standard Speclfirehona, 1990 C Mixing Plant Condom to State of Vermont Standards D Obtain mar,'nh from same source throughout 1 (13 PROJECT CONDITIONS A Sltumin-heA cman . shell race be placed bomean November 1 and May 1 M.tmal chow not be placed when the granular , I, wan or when the air temperature at he pavng who h the had, and Away from artificial half Is n allows Air Tompwalure Pavement Degree. Fahrenheit Compacted Depth 40 Degree. or plow Grater than 1 }" W Degrees or below Lon llm 1 }" PART 2-PRODUCTS 201 MATERIALS A Material, shall be combined and grodod to meet the Merle a• dinned in fin VAOT Standard SpocMco"ons, Division 700 for Type If (ban mume) and Type IV Nirnh Burn) bltominou. contrite B Gradation Materiel, shall be combined and graded to meet camo-stem limits eP.M d In VAOT Standard Specification, Section CO 03. for the base teen* and finish morn C Thlakmn of paving far drives and parking lot. Shall be as shown an the plane, consisting of ban dun. and finish menu D For pavement rwonstrucllon areas due la trenching, the depth of Each muree Mall be Increased by 112" Pavement r.mnatrucron caused by french rwpning cep to "groper pladmem or non -approved ptA nrent Shall be performed t no oddi(Imal coal IC Me Over. 2 02 TRAFFIC MARKINGS A Traffic marking p.ml to be hctory-mixed, meeting the equimmenh of She VAOT Slndard Speclfiutrons, Section 703 ON PART 3-EXECUTION 301 INSTALLATION A Install In amordone, with VAOT Standard Specifications, Sedlon 406 3 02 EXAMINATION A Verity ban cmndiflons end. Ms provhbm of Swore 02210 - Slh E•ruiwok B Verify the[ campacod granular ban 1, dry and ready to support ming and npond load. C V.ft gradients and shv.Iim. of ban an caned 3 03 PREPARATION A Marching Surfman Vvhn a now mVwnw t I, to match an Exiting bftuminom pavement for. ro."my or branch, the Contndor Mail veAcal y amoolh W the existing povem,nt, over the existing gravel base Th. smooth cut shell be thoroughly dinned .,it meted with Emulsified Asphalt, RS-1, Ju,l prior to pewng 3 04 PREPARATION -TACK COAT A When the botom Bourn of bituminous .—to p.Vwnwd Is hall over tla wlnhr, w paving I. to be made war An existing biluminam mnnxe(e pavomenl, the existing sudNON Shall be domed And Emutelfed Amph.11 mplled before the rant courser I. app%d. B Also Apply to —fact s.,focms d-be C Cost surface. of mwhole and catch basin times with oil to prevent bond with asphalt pavement Do not lock coat iline.urlocn 3 05 PLACING ASPHALT PAVEMENT A Place to dmped*d thkkn... Idardi m the plane B Compad pavement by railing Do not dlsplad or Extrude pavement from position Hand ..,ad In erns msocenible to roll., egWpmem C DEvNop roiling with cons —Irv. panel to achleve V. and smooth finish, wllhml role, mark. 3 06 JOINTS A Jam, b,hnen Old and new, pavemern Or between ,umenive day's wok *hall im roads so as to Issue a thorough and mnNnunus bond between M. old and cox mlxhrrn Whenover the spreading pod*, Is intanupted long enough for the mixture to simin its Inlllal tabliy, the paver MNI be emoved from the mat And . Joint caneWded B Buff Jolnts shall be formed by cutting the pavement In a,,Mc,l plain at right Engba to iM canl•dim where the pavement has a true aurfad .n down, lned by the use of ,imighl-edge The buff joint Mall be lhoroughy dated with Emuelfied Asphalt, Type RS-1, Just prior to d"-Mng the pavbip mldur*s C Longitudinal Janis that have become min shall be coaled with EmuWfWd Mpeft, Type RS-1, before the.dlecerh( mil m placed If they hove been e.posed to befall they Thal be ad beck to a dean vemcal edge prior to painling with the emulsion D Unless otherwise directed, Longitudinal joints shall be offset N least 5" from any JNm In tie bunt munm o(povemenl Transverse IONA* atoll not be constructed mass than me fool from the transverse Joint, constructed In lowermums 3 07 TOLERANCES A The sudam wdl be tested by the Engineer using a 16 foot MalgMadOe at Wected locations parallel with the cenlarlke Any variations exceeding mtl dam Inch between ray hvO comach sMN be esllandorllY •Ilmindad A 10 foot .tow.mga ray b• used on vortical tune The Einghl-edges Mall be pov dad by the Contractor B Scheduled Compacted Thickness Within ll4 hdh, C Vari.mn Nom TrUeElovkhon Within 112lrich 3 Oct FIELD QUALITY CONTROL A Permitnovhic Mrlrafficanaudadeuntithomughlymdrthod 3 Of REPAIR OF SUB31DENCE A Sam.mex t - Should any pore mant ,We within no year of cwnphtlon of the Cmhad, such pavement shall be hapalred at Me Cordectorm , *V If the Contractor falls to make such Worm promptly upon receipt of notice Ica o so from the Owner. than me 0may make such repairs a, nece,amy and the Contractor Mall pay the Owner for all cast* Mounted In makbg such W.I. 3,10 MARKING PAVEMENT FOR PARKING A Smpng - Tho o,ghjy cle . the E wto receive .Vlping and locale A striping as kdldtod on M. Coned Plana All smplrg shas be 4" wide unten dh.rwln tided B Mr.celhnsous - Provide handbopped nM WI, and all &Mr misdN,'eoun sign• erd symbols as Indicated on the Contract Plans END OF SECTION 02613 SECTION 02593 GEOTEXTILS FABRICS PART 1-GENERAL 1.01 SUMMARY A This work MM consist of furnishing And placing gwlax6ln In undordnlns, under embankment, for embankment nintorcerrlmL under rlpp and time M1, behind relahing trudme., oval roadbed subgradn, and/or bme.M pev... IN aywhy., n Indicated On the plan. or es directed by the E.W... B Th. ralle of g.0.4e shell be protected eg.ImR damage mtl deterioration until Incorporated Into the prolwd The g•d,xOle sell be dry N the time of Installation TM ged..me Mall be roJ.ded N, N the time of Inehlloflon, it he* dead., commotion, or do."... determined by the Engineer C Prior la u the go joins shell be Nona m •clean, dry place, out of died.rnught, not subj•d to "amn of ellher not or onto, once with IM mmufwl.rer* pabdly rover In pleas Receiving, storage, •id handling N the Job Bile MM be In accordance with the nigi4nmenh of ASTM D 4573 PART2-PRODUCTS 2 01 MATERIALS A The geohxtrlo shall be composed of a polymene yam or fiber oriented Into a *table nelwodr which rehlns Its alebv Imudun during handling placement, ond design maims NO Gso1.tllles may be rajoded by the Engineer If Nmonsional stability Or retshnce of the geol.SUI, to ambient hmp,mfue,, add end AFkalre contlitbm, and mlaaorparduWrose to do not appear to be Satisfactory for the Intended purpoal Th, goolnWa *hell meet or a xcoad the properties specified herein And In the &pedal LimIalns Th, goohxma shallbe mad Th. soMge mY ch,'nlcal inAlmml or medno which mlphl clpnMcnmy raced p.mnbOlN Of gwohxt Am shall be finished suan that the odor fibers w, prevented from puling may lawn Na Imbdc TM gednike shall beOn of defects or ban The material ahall be protectedfrom damage and dN•doratiincorpincorporatedn until incorporated Into the project 2.02 DEFINITIGNS A Goole#tle - A fahrm manufactured apecifically for use In dull anglmmng oppllcallon. Fibers used In the manufacture of mobxuln Mall consist of long Mein synthotc polymer* AI least 65 percent by weight o1 the long dWn pdymsss Mall be pdyephii polyesbn, w polyamidn, polyprupylems polysMyNns, or polpirylWap chlorides B Drained. Geolexde - Goot*xtile for InstallNlw in und,dnln. or other dromage locallw*, as directed C Siono FIII or Ripnp Godoxtlb - Gwtextlle, for Inslallalion behind and beneath sans fill or nlpnp and other melon control applications, rock placed for slope slaGh don and rock blear key. D Subgrade Gootedlh - Godextlle for Inolalle(lon on rwd my subgredm and under railroad ballast and In other material sapentiw applicators E Mad. DkeclaWn - The Ianp (w warp) directionof the •oexOle Th• cram ese dune (orMI)inMon is p•ponEwly la the msohm. director F Inlmu N V - T M m Aveaae Ro rage he minimum ovro . roll value in a a.xtiN pngedy b the minimum aver I Me Inn reauRB from an any .C.c1Ac psi average Yroll wlmIn •lot G Nomvoven Gednte- A ledule produced by bonding or Intonkiddnl of fiber, or both, .cmmpNshad by mech.m..1, halt or ch.,meal mans H Seam ANow'and - The minlmum distance from the edge of a goolntite to the stitch in, nemost to that sale I SnmTyp-A denlpmtlan rNallnptoMro•ewnllal ch...lomtca of gwh.M. poaitlpnlnO and rows of wdrhing In e speced sown seam, as shown on the Pons J Stitch TYPE - A assignation elmng to the e,senlhl charadedwics O( the noman0 of sawing Mrndp) In a specified seam, as shown on the plans K Woven GwbMin - A textile comprising two or more Bela of Morinls or yam, Intarlaoed In such a way that they nsull In a unlfom pattern 2.03 FACTORY SEAMS A Where factory seams mrs made, th. chef. of ii-laxllla anNl be own Iogli uslp a Vvaght o ly,l Tns seams atoll rp own v911h a polymeric as as g Inst 5lo percai by vMgM polyohphln., pdye,lar,, or pelywmldm, mtl M.II be n mhlml go dehrlMNlan n the gmotexllb beg sawn Nylon N nds will not be allowed Tho hengthN the seam .hall be determined by the Wide Shop TnMe method and shall be at lent equal to ft lag..1 No minimum required lonslle str.glhs far the Intended pplidibn 2.04 FIELD SEAMS A Winn field msms will be made IM Contractor hall provide Die Engineer with a Reldalltchad seem test s.mpte In accordance with ASTM D 1513 TM Engineers approval will be required prior to the Cwlrmcdor', phM chon flea tachingmesming 2 06 SAMPLING, TEST CERTIFICATION, AND ACCEPTANCE REQUIREMENTS A Sampling - All lootextlles $hall be sampled in wmordarse with ASTM D 4354 The Production unit used for sempiing shall be a roll B TOM- - Test. shell be pedorm.d to determine geolex5e p-martles opmHW hormin err iM Intended apphcallon(Q All gnlesge property requirement, Am evarp• minimum roll valusB, Th. tensile strengths $hall be determined In both machine and thou-m schInE all no C Accordance Roc ukemonN - If the average minimum roll value for any lot I, Ion than Qa oral. minlmum rail vale• spocMad for the soP4-0,, or If any test result h lam than he wage mean roll value for the jot minua two standard nd".tlon., San the Id shall be rejected All rolls ,ell be cherry labeed es belp pm & • lot whits tam b•an ummed.s moetnp .II Ipplicabl. n.c.1 oment. harem D. AvenpE minimum roll vNusa of ram Ofthe geaexllln used shah tea" the reqWrememn sp.dNed In W attached Table 2 5 Minimum Average Roll Values err G-Intles 2M EROSION CONTROL MATTING A. Winn required on the plan, w whom dlrod d by the Engineer, erosion combat blankets (malting) shelf be North American Green C125 for swales, and SC 160 for Elope Nablkza5on or approved Aguel PART 3-EXECUTION 3 01 CONSTRUCTION REQUIREMENTS A The sur(4m redwing the gwlntlh shall be prepared to a smooth condition taw of ob.t,..fl n, dapr.ntons and obd., to the mat Imn and grad. Am shown on the conked plans, unless olherrase directed by the Engineer When angular pgngate or sharp objects will be in contact with the ge&exile. Incranod g.otehh strength properties will be required, as mdad In Pad 2 The geotexhle shot not be dragged an the ground or rid hondhd In any way The pwlexalle MM be placed I ... ely and without wrinkles w MN placement & the .overlying mal w ing ateriill not feet the gootnbl. The g.dexb Malltlb.I.Ppad m sawnn P•CM•d, m fe girds and sl&s of adjoin g shn s In sdrbtbn to th. abova gery ral mijulmmnte the Mlowing spodfllc equMmanls shalt be followed for No ap•clAed pplication B, Geoluble Placement on Saps - The goanxille sheats Mall be placed with the mwchlm direction erionted Perpendlwlw no Me slope Who, tin godwxllle I. plac.d on Elapse Ne.per than OH 1V the upperSkills, Shot TOP ovorthe top &the lower marts The I""be securely anchored to the ground Sun.- with pins or slake. AS no-.-, to prevent.11pago and baring nt the pem" fob Pl t nMg , @W or N to oS formed es • "U", "L", or "T' Map. or mnllin "ran" to preveril totel pmEhNbn Steal wa,h.n shall be provded on all but Ih, "U" shaped pin. The upetraam or up slop. g.otexi shall overlap the ebuRM do ajoe gookorllo At vortical lem, nmdng pm shell be Inserted through both laym along a line through apprmlmately the mldpolnl of the overtop At hod2wlal laps and since, slope laps, swung pins Shall m m,med through IM broom hy. onty Semnng"ah,ll be placed along a IIM fr approximately two Indme, In wn edge of the placed geohx6te atNber-1. not to n-ad 12 fall unlit. oth..I.. •p.epd Additional ph. Mot be irulalhd as nodswy and whom appropriate, to prevent any undue slippage or movement dr she godoxtjh The use of wuring plus will be held to Its• minlmum mmmi PAN an to be left In place unless othmwn specified C Gepte.ffl, PI ... maid far Stnambank Promam -Whore g.oexllen are placed under water, m In n am when water will flow, dis g.obxtih shall be placed with He m.eJp dmectlon parallel to th. tlincllon orwoter Ilmv SuccaaoNe g.clexM• al O. •hot be overlapped In ...h . m.nmr that the up,".. sheet h* placed own the top Of the downstream shalt Th. gooballls, shell be •de p-lay neured to Prevent alippeg. A. the gwlexOh Is placed under water, Me backNl material shall be placed on N to In* requkEd lhickn.a. The gwl.s ffe placement shell not program, more than 50 feat Mood of 6e baddlll placement D, Undedrajna - When a gw(nlll. I, *pecifi.d to line an underdnln trench, the geohtdm Mmll be placed to conform too" to the shape of the "rich E Gphxtlln Under Slop FRI f Goodox' ee unit,' rlpnp or alone fill SMII be conotruded In accudance, with the dNMs .hown an th. pl.n. nd M. falawing requlremenh The Contractor shalt demonstrate loft nllshctlon of IM Engineer that the aombinarlun of the rack ON drop egM and the thmkmu of any once melon, when specified or required, am adequ.lo 0o es n& to Fund re w damp. the goolexlllm when placing the d9mp Or own* fill Vmo e , nand oushlanh med, R ,hall be a minimum of sbx Inches thick unless otherwise specified or Equlrod by ft Engineer In addition, M. following limits apply Table 34 Maximum Drop Height (Fo,O Ord. onto a card TYPE of Slons Fill G.dexRh Cwhbn Blanket Clan 3 3 Clan II, IN. IV,. RIP Rap 0 1 2 After placement or Its* rtplop w sane NO, NI Voss In ft alone face Mal allow the goolexSe to be visible shell be nll•faclmly pckMlol so that the gwhztil. 1. completely cavrad F Roadbed Suborad, and Railroad Banat Separation - Th, eubgrad, mhell be prepared In accordance with Section 203 of the Standard Sp.clflcsbom Construction vehlese sh.N be limited I. .z. end wmight Such that mMng d the Intll.l lift placed Above tla g.d.xB. 1. no grealec Khan Lime Inches deep Ruts Mau not be graded oat but shall be Anted Mlh mA1ssla1 Specified by the Engineer such that a minimum of an eight Inch cover Is kept der the godoxllle Turning of vehicles on the Aral IIA of cover mabriml wig not be permitted The Contrador will not be permlted IOUs. vibratory rollers an the first IIA Npumping or dlsbrlbn of the s.bpnd. occur, m M.mlmd by the Enllneer G SIR Far. 1 The honing. shall be Nlached an the ul slope side of pot. In accordance with IM manufacturer's recommendation w n directed by tle Engineer Th, gMmth wl tle bottom WIho fence shell be burled In trench • minimum It six by plow, row Around wrfw. Thor lino, MM or tmol p l.d mtl mmPwlad as "ah, he l h ve 4Engim. 2 EMmr wend or atesl ah M II era uoed T b M pe • he pas eilhawa di minimum tangodNo so feet and • Iera 1 MI *mbeddad of minimum IN 1. is nua blow the ground aurhm The sP•min7 of Itse poser shall be determined . mi by the hr fend mnu Inch b or 5 the Engle. 3 Wood posts MNI haves or gougm dlmmnsbn of m2 O Inch al 2 S rich once MAN ix era• of dNede mots a knob, epNh or loupes Steel posh shelf120 mnelpip a1 it ham Na S Bh. of W4 reinforcing Naval or larger, w cell consist of ASTM A 120 ,1" pipe with a minnum aamN.r of 3N Inch, 4 Sediment deposits which accumulate behind w con ala be .i the routs MNI be nmm when deposit nmchn 1/2 d Ih� hwlphl of IM nlll land abovw mE Around nudww ed � 5 The Contractor shall repair or replace damaged NN fond so ordered by the Engineer The .111 fend shall be completely r.noved prior to acc.ptance of the project unless otherwise clocked by the Engineer H Tu6ldly Cudoln 1 When used to mnlaln sediments or pollulants from a wok area which I, adjacent to or under wit., Ile fabric shall be Installed to completely wndpeo the portion of the work •rse which will be under water The Contractor SMII otgn and mm(mc to curtain to defied and withsbnd any existing currant or w.w makon, to be mchored ern inuou.y Non, the Whom, to be oflocfivo at Any anticipated web, lEval, and to prevent him es," Ball asmmanta or pollutants Into Me main Seam or body of water 2 The Contractor shall repair or replace damaged or ulhantso IneNaUha Dter wdeln. n ordered by the Engineer The Contrador *hall remove material accumulated behind the fiffor amain as directed by Englm. 3 The Contractor shall remove Nis Mier drlaln and NI supporting and anchoring mN.W prior to mcceplance of M* project union otherwise Mead by tla Engineer 4 The design, mnsmiclan and maintenance plan for the flat curtain Installation shish be acceptable W the Engm•*r before Installation of the am.In begins I Protection of Goatlike - Traffic or mratruclon aquIpmard wifl not be pemMeil to travel duamy, on the geohxldo The smixiN, *hall be projected I all lima during, comirudl0 hom wnWE "Rea by rhce off and tructlon sidNlde Th. geoloalile show be vred wllh the.pwlftad env. materialn Sum es po.slbl•, uncovered mntltllom MNI nit Exceed ]days Specified mOvr mal.ml shall p placed on the g"axon In such a m,mer that he goot Al* Is not fern, punctured, or shifted The minimum wear layer Blame be elght Inches thick or twice the maximum aggregate size, whichever Is thicker, boas mmlmeton equlpmmt a &It ad ovw tin arm d to god•Mle End-dumping of aggm;wks from lm m dUAcly on the gwt•xill, wdl not be permitted J Repair of Gedsallo - All gwtmlll. that to tom, punctured, or contaminated during mn.(mmtiw .h.11 be np.l.d or npl.dd by th. Conlncw TM W.1r.halican.lst d parch of the type & gedaxlll. pl•c.d Ev.r ih..N.c.d Ina. Th. pitch "O .veep th. existing leol.dll, a minimum of three feet from the Edge of any pad of the mpbum Whore ge&"Its Sam* are required (o be sown, any damaged .hoste shag be Wand by amwing, unless ofhewvles Indicated an the plant. In ft coned, or as directed by firm Engineer K Ov mixt - Minimum ovedop requirements am listed In the allowing table Minimum Overlap Requlremord* Undardien 1' G.otesfin Under Cl... I A It Stan. FIN 2' G.otnhies Under Rlpnp 5 Clesaem IN i IV Stone FM Slone Fall 3' Roadbed SAW de ShbliuNlon 3' Roadbed Subgnda S.pani 2' GoalGoaUnder Railroad Ballast 3' In tla Omni Red M. apldfed ovotep Is col sufficient, se determined by the Engineer, the overlap *hall be Increased to provide adequate covwrpo or the geohdlb shall be sewn logthw a th. cold If feid *Own, Ie ngWrermnls Of SActlw 3 12, Field Snm*, shall pply L FINd Blamm` 1 Field Seems be sawn with polymeric throed, consisting of polypropylene, Palyeatss, or KAvlmr and shall be a. resistant to deterioration as the gptedfm being sawn Tha thread shell b• d a mnlnsllnp color won the gwtnm• being e.vrn, once cad be mad. cacti ihatthe atllchn arc exposed for Impechan when the goolexlli, Is Pieced TNOad shah be n nsW.nl to "'vid l light a. the geolexNl. Mnon being a 2 SRlchlna Equipment -The stitching equipment shag be such that Kwlll provide m "table lock -type stitch, as recommended by the geotnlRe m.rmamxx and approved by the Enginser SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES. INC. I,O. BOX405 SHELBURNE, VT 0SW ng-0n-2a2D FAX .02-a ,?Vl — www.en-N.00m ..AN PBS c'NECKED DSM 01.,E. DSM OWNER SUMMER ICE JOINT VENTURE, LLC APPLICANT: SUPER -TEMP WIRE AND CABLE, Inc. PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT NEVINON SPECIFICATIONS DATA DNAMNG NOIMEII APRIL, 2006 SCALE N.T.S. C Q V .1 FIEOJ No. 06113 r� 3 Stlmh Rwuiremanb -Two rows, of lock-lyp, s(ltdit shall be used to make lh seem TheIvan rows, N stitching shall be 72 finch aped wIM • toNnncn of +/-1M Inch and shell not aocs,, exapl for f-INding 4 Minimum S*am Nbw&rhca - The followmg lade Indlulso the minimum equked saw allowance. I • me minlmum i lsbncs from the g.oloxllle edge to the Hitch flne no trott to NEW edge Seam TYPO fSee Piero) Mlnlmum Sexes Allowance (in) FIN, or Prover, Sum Type SSA-1 12 "J" Sum, Type Saa-1 1 But(Mlly-folded Seem, Type SSd.1 S Sum Type - TM Coreactor shall oblNn Me geohxlll. nanufachlnY& --.ndwan for IN type of ea= and .0tch to be used If the C-Mador dce. not provide Has foregoing technical Information, than the Contractor shall us.. 7' cam win two Pau.. d. Ii k-type such which pl,cea al but tires eMM.. Pa Into ct.own+esm Thb as.m will bo lasteda& required by Meea specMulbn The prayer saw (AM) can be used for repair o/ damaged In -place gaomiddle PART4-MEASUREMENT 4.01 METHOD OF MEASUREMENT A. The Accepted quantities of p-axtit. fabric will be numexred by the ,qu.. yard! as determined by the actual surface measurements of the lanoths and width, of the Inaalled areas PARTS -PAYMENT 5,01 BASIS OF PAYMENT A The accepted W.mlMs of gwlsxln. Isbnc will each be paid for .1 Ito contract una price per square yam ..plot. In place MINIMUM AVERAGE ROLL VALUES FOR GEOTEXTLES Roadbed RNlm" Under Unit. ". Gus.,AN Teat SulfateBa1Nut $hona Trench SII1 Turbldlly *rtY MsMOd Sa.ntw S for PIII• LIMm' Fance Curtains 1 Grab T.n.11. ASTM Strength(Ib.) 1341632 300 1w 240 90• SO 200 2 Grob Tensile ASTM 20 mat Elongation I%) D-032 20 20 15 50- 0 46 No 3 Burst ASTM Strength (pal) D-3748 600 400 430 130' 4 Puncture ASTM Ab.) D-37e7 120 100 00 So 120 6 Tnpaoldal ASTM To., Strength D-4533 120 100 50 50 50 fib.) 6 Appenm ASTM Opening Slz. D4751 >50 70 >w >60 W TO (Steve Slze) 7 P.mldelty ASTM (01 CW@) (001 (001 (heel) D-4491 030 ew.) rod&) 001 a W Rul.I- ASTM I%Strength D-4355 70 70 Retained) 9 Other woven nonwovan wovan wov*n only, nome.n. only, sill only IT min 'IN glen not film not overlap Permitted permitted ' Where xgular aggregals lager than 4" aim or sharp objects win be In confad with the geMadfle, or If the branch 1. deeper than 10 fast. Man the minlmum Grab Tama. Strength and Sun, Strength M.it be Increased to 180 lb, and 290 pat. r.&pealvely ' For fabrics to be placed underwear, the sPacific 91-fty of its g.olexlM shall be >1 00 END OF SECTION 0259J AECTION 02700 WATER SUPPLY SYSTEM PART 1 -GENERAL 1 UI SUMMARY A Section Include. 1 Pipe Matwal. 2 Hydrem. 3 V.Ives 4 FMMgs 6 All other appurtenances necessary to complete the water main system a Mown m the Comm Plan. 1.02 SUBMITTALS A Product DOW Submit published data from m.nuf.curom of En d.d. and scon-W.+peiAed, Indicating compliance with requiremarda to the Engines, and local munidp,llly 1.03 QUALITY ASSURANCE A All material. and the InstollNlon procedure ,hall be In accordance with On Depanment of Emirnnmxdal Camervetlw on, W.I., Supply Division and the applicable co etr.Cn ordinxhcas of the lord municipality PART2-PRODUCTS 2.01 GENERAL A Furnish ells, In,. reducing too*, wyes, couplings, immeters, cruses, transitions and and caps of the some type and class of material as the cord,ll, or of manorial hevkg equal or einpedor phyalcal and chemical pmpeMa as acceplabh to the Engineer., necessary to compile, the water system 2.02 DUCTILE IRON WATER PIPE A Pipe shall be Tom Duda. Iron Class 52 (b.. as shown on the plans) conbrmng to currant ANSUAVVWACISI/A21511&t*sfmvl.im Push-onjolnl pipe shall be minimum thickness Class 52 PUMan joint acceswrlas shall conform to applicable requirements of ANSIMW WA C11IIA21 11 B Pipe shell be .anent mortar lined on the inside In ncradance with ANSI SpeclOMbn A24 4 except that the cement MMU thickness shall not be lose than Ila Inch A plus lolsnncta 1/S Inch will be permitted C Pipe &hall be given an Interior bituminous costing In accortlanca with ANSI Specification A214 and an oxl*,Im bituminous cowing of coal, far or asphalt bea In accordance with ANSI SpeclAcalbn A21 51 2.03 FITTINGS A. Dudde Iron Atlings atoll conform 1, AW WA C153 and ANSI Specification A21 10, 360 PSI working pnaun 8 All M J fillings shall have mogs-lug Blonde for addNlonaljofnt nesMflH C SoM shall conbrm to ANSI SpecIOc.i A2110/AWWA C11l 204 TAPPING SLEEVES NOT APPLICABLE A Tapping slewas shall be of Me split sleeve design, constructed with two solid hall -Weems bitted together Shaves shall be full -wasp and full gasket malnless steel, shall had. • working P-.m of at In,[ 200 par, and shelf have mechanical joint ends with and and side gassket seat, B All Von body lapping Meoves atoll be provided with a 3/4' NPT East plug, or other Provisions mind be made for air toting Ito Volvo, and clove N maximum working pressure, prior to apping C All both and nuts for mechanical joints a tipping stems dull be dhghImmi m cast non or hghslnngth, Iowal",t" cmfo ,rag W ANSVAVJYwk C111/A2111-90 D All loos and nuts for ganged join(. of Iasi ,Lech. +hall to f AISC Type 304.100n. steel, E All bolts and rule shall be sound, clean, and cooled with a u&4reNelaM lubricant, their ..rhea +hall be free of objachonobh protrusions (hill would Intafers with Mn M In the made-up ma%Wcal or nangod jam. F. AO bode and nuts ..ad with NI pipe stswa, shell, upon final HghtaN,p and testing, be Mush cated heavily with blluma,do cold -applied material to thoroughly cover ape expoad audaon N the bolts and nub 205 TAPPING VALVES NOTAPPLICABLE A Tapping valves shalt rnmorm to ANSI/AWWA CSM.37 Stondedt IN Re lliont-Saaled Gets Valves for Water and Sewn, Syslan., except at, mo the harm Veen area Open ounlemio,kwin and shall have a minimum warang pnesms of 20D psi Inht Rano& shall be Clan 125 conforming to ANSI Specification B10 1 or ANSI/AWNA CI IGA21 10. And auHet connecdon RANI be Standardized Mednlcd Joint unlace ap.dMd otherwiseon the Contract Plan• for the type of pipe required for the branch or latent pip lore 8 Suded topping valvos shag be provided w11h a 2 inch square wench nut end shall be Insisted with a cast Iron Volvo box as required to now Positive scoea to the valve operatn9 nut at all Imes In Installations whom the depth from grade W top of valve Operating nut Is gnsear than I", a valve ahem rh r shall be provided and Installed such Mat A. depth from vast. slam near nit Wends 1. from 4'0" to 6-T (.In[... long% of vs. stem dad I. 2'01 V" stern tier Mall be of high t,.Vh stoat and of walled consrucom 2.06GATEVALVES NOTAPPLICABLE A Valves Mall be manufactured lit most all off.- m*Ms of AWWA Specification C509-37 Valves 12 Inches and smeller Mall be bubble tight, zwp IOWA- at 200 psi working pressure Vahas shell have non -Wing stems pan counterclockwise, and be provided with a 21nch square operating nut wIM amw cest m metal to Indicate direction of opening, Each valve shall have makers mans pressure rating and year In watch manuladumd cast on the body Prior to shipment from Ito factory, each Volvo shot[ be tested by hydrostatic prosems equal to twice the specified working pressure Gate valvas shall be Must*, Dnasor, Kennedy or times approved by the Coy of South Budinglon, B, Buled valves shell be Installed wM a valve box 2.07 VALVE BOX A Co.( Iron New England style Nld-Em, 5114Inch shelf, S loot trench depth B Cover shall be sat Iron, marked "WATER" had Indicating dnwtion of opening 2A5ITYDRANT3 NOT APPLICABLE A Mueller or Kennedy M/JI Shoo N 5 114 A, 240151 M P wth 5 bol minimum bury had National Standard thread The hydrants Mall have at least 12 inches between the bottom of tin sle.msr cap and tho ground TM Contractor shall very the hydrant requirements, with the local velar department 2.09 COPPER SERVICES NOT APPLICABLE A Corporations shall be Waterworks Brea, and manufad... d In occod.n. with AVWVA COGO Corporations shall have Mueller threads, adopted as AWNA Figure 1, at the Inlet and a cumpeealon-typefitting elthe outlet Both inlet and outlet Mall be of the sane size Corporations Wish be directly Upped Into ducllb Iron pipe In mother Instance, except when e topping sieve and valve is used, Mall a lap be made without a Corpomlon Corporations .hall be Muell.r or equal B Curb etopo shall be Invent key type manufactured by Waterworks Brass In accordance with AWWA COW The curb stop Man open AN and have a posMve stop No cue slop OWN have the mbBtyto drain tin asrvKa line Both Inlet and ounat of the Wm stop ,hall have comilmstorl-typo Mlings The to hod N the curb stop Mall hove prwhbns ter 0s -m-On of a ssrvba rod Curb stops ahall be Mueller 15200 orepproved aqua) C Copper tubing Mall by Typa "K", soft tamper, conforming W ASTM 885 The name N trademark of the momlsdurer and type &hall be stamped at regular Intervals along the pipe D Curb box,, Mall be of the ,Tiding adjustable type capable of adj,,Mg from 5 feet to 6 fast - TM be.. of the bent shall be arch type so as to prevent the box from reefing directly on the curb .lop The adjustable upper section shall be .ulbbla for use with the essodated omb stop PART 3 - EXECUTION 301 INSTALLATION PROCEDURES she A Installation of .II water, It.. shall be In scomdenra with AWWAC 6W Nast-1,1. B All pipe and Manna shall be Impeded and toted In accord- with Ito menufacturors .pecBcMon. and the .-- aMloned AWWA Spedficalm. TM ConMctor shah hamsh for approval certification from the plpa manufacturer that all hats have been performs wah sNbfw1oryr,,ulb Pipe Mall not be Installed without the ErglnaNs approval, C Pipe, AMn9&, and accessories Mall be carefully handled to wool d.m.0 Prior to the dale of Acceptance of the project work by the Owner, the Contractor hall replace any new pipe or accessory found to be defective sl any Nm*, Includng after Installation, at no expense to the Owner D All pipe Mowing cracks shall be rejected If cracks occur In Me pipe, the Contrador may, At his own spa na and wth the op prwal of the Engineer, col dl the aackod podone at a pohl al least 12" from the visible IMIb of the crack and aro the sound potion of the pipe E AN plpe and toting, shall be cleared of all fonlgn matter and discos prior to msbllNbn and shall be kept clam, until the time of acceptance by the Owner F The pipe RANI be lad to conlorm to Me Imes antl grace. Indicated m the drawings of, given by Tha Englnur Each pipe shall be so jai in as to tom , do" joint wthe next adjoining pipe and to tong the Imeds continuously to the required grad. G Al all lames when Me pip, Trying Is rdt actually In progress, Ito open and, of the pipe shall be co..d by b Wr.ryw.l.dlghtplug. c by othx.pp..d means H water 1, in It,. trench when wont, assumed, the plug shall WE be ramOved unto all danger of water musing the Pips has passed The pip. Shen be installed In trenches and at its line and grab shown m the Conbmct Plans Any defladlon joints shall be within the AMA, Apedfled by Hen manufandunr H, All piping and appurtenances connected to the equipment Mall be supported so that no ,Min wN be Imposed on th, squhpinent If th, egmpmwd manufacturers sp ficad-s Include that piping loads arc not to be transferred, the ContmOr Mail submit reNAcatim of compliance I For pressure piping, concrete thrust block* shall be Installed at all unmeMined it" and other locations as intlkated on the Cmmdl Plans Minimum bearIng are, shot) be a, ,hmn On coo Co m d Pans Conceta sh4il be 2,500 pal COncrefe Meal bs placad eg.10.l undisturbed mAWd,l and .hall cot cover loin,, bolls or nub, or Interfere, with the removal of any joint Wad.n side forms shall be provided for thwl blocks J Rsurvetl K A minlmum eeparallon N 15" Venl.l ,nd ill honzontai shall be manalned between the ,,laid. of all water and sawer line@ unless a varlanca Is granted by the Water Supply Division L. Thor e shall be no physical connection between the daldbutlon system ad any pipes, pumps. h drrarts, or lank, which an suppled or my be supplied with a water that is, cr may be contantlnMed M The Contractor shall take all necessary precautions to prevent Mutation of the pipe In the tench, N AN benching safety standards shall be In confomanca with all applluNa Stale and Federslguldeknee Th.COnMcl.reh ilbewl.ly-p..Ibl.for..y.aktydWkmsby Suit. or Federal Inapecm. 3.02 SETTING OF VALVES AND FITTINGS A Volvo, fillings, plugs and caps Mall be set and joined to pipe In Hie manner specified above for laying and joining pipe at, B Volvoboons are to b Installed .1 I budadV.W6. The boxesshah b castion withe minimum 514' diameter and long enough to extend trom the Volvo lo finished Wad.. The boxes shall eri the operating nut and stuVolvo,ng box of the Volvo, Volvo boxes Mel not transfer bed. -to m*Vt. C Coven shall be closeAHing and dirt Eight with the top o(Ih. cover Push with Ito lop Dinte box den Coven shall be maned "WATER" vn(h an. w, Indicating Ito dkedlon of opening 303 SETTING OF HYDRANTS NOTAPPLICABLE A HydrWs RANI be located as Mown or as directed w as to provid, corrPWW accessibility And mirdinks gas pwslbilHy, of damage from v,hlces m mjury to podoMia e B Wien placed behind M. curb. the hydrant boml shall be sal .o Hut ne podkn OEM. pumper c hose nozzle cop will be loss than 6 me hts not more man 12 Inches Mom Me gutter lace &the curb C When set In the lawn $pece between the curb and the sidewalk, or between the sidewalk and the property line, no pmsn or the hydrant m nozzle cap shall be wbhln a inches of Me sidewalk ed D AN hydrants shall stand plumb and shall have their nozzhs parallel with, cal right angles to, the curb, wM the pumper munds fading the cub, except that hydmHs having two hose nozzlsa W degrees span shall be sal with each nozzle facing the curb al an angle N 46 degas.. Hydrants shall be sst to the established grade, with nozd., M bast 12 Inches above its ground, as shown or as directed by the Engineer E Each hydrant shall be connsded m the main with a 6 kith cost Iron branch cordrolled by en independent as Inch gab valvs, unless otherwise spedflad. F The waste opening of all hydrants will be eacumiy plugged. 3 04 DISINFECTION A Dlsinhewn of fin pipeline Mall be directed by the Engineer and cosh for ail water, material.. equipment and labor to perform the required testing shall be al Me Contredms expense AWWA Standard C-651 (latest revision) .hail be used as a bash for Ito asmlodiOn process All dlsmfecll-I testingshall be completed by an Indepandent Mld party unless otherwise ,ppm,d by Me Engineer Or but municipality B The Engineer win require As minimum 1 Comptete AuMlng of the plpallne to waoh out NI dbt debt., ek which may have accumuleted In the pipeline during construction 2 Following fiuMlng ft loan clearwater), the Contractor MHl add chlorine to the entire pipollno volume of water such that the water will have rgi loss Ilan 25 rrgll Me chlorine, end AN the mixture set for at least 24 hours 3 After the 24 hour duration, Me water In the pipeline stall be healed for makkral fres chlorine and mat c,nlaln a minimum N 10 mg/L chlorine If less than 10 MAIL an found, then the dialnlecfion procedure MM be repealed until at lent 10 rrg'L chkdne residual, Indicated by test 4 Upon successful complotion of lbe steps above, the pipeAne shall be Waled again until the chlorine concanlrshon In Me plpNlno,, no higher than that prevainng M the supply system After this final 1IMMIng and boon the pipeline Is placed In .arvlcn, bwbd0logl al samples shall be consoled on two consecutive days, and submitted to the Vermont HUM Department for analyst. n If the initial disinfection W. to produce a,mplec which pan the Vermont Sine Health DePanm.M requfremenla IN potable mnklng weer, than The process shall be repeated urdl ansfac ory raeuM am obtained Upon satisfactory esul(s by the Vermont State Heath Department, the pipeBs may be placed an service 305 PRESSURE AND LEAKAGE TESTS A The Contractor shall furnish all gouges, testing plugs, up, and NI over necessary equipment sad labor to perform leakage and pressure tests In aadlons offer, approved length Each valved section or a maKk um length of l,ODO fal of p1m,ho[ be lewd The Contractor RANI provide ,1 his oven apenw any additional lap, W the wale, An, necessary to perform the pressure and leakage hat between valves All tllelnfacticylostlng shall be completed by an Independent Mlyd piny unle.s otherwise approved by the Engineer or kcal municipality B An water required for testing shall be poled, All testing had be corduclad in the presence of the Engineer C The Contractor shall make the necessary pmWons to top the Pipe at the high point to release all air and shall plug nma after completing the Net HydnMa m dowoM baledsl hgh point. m.y be used for err r.l.. In Il.0 afap. t.ppmv.d by the Englne.r D For the pressure lal, tin Contractor atoll develop and maintain for two hour 150 % of Ito working pressure or 20D pal, whrdnver to greater Fallue 1, hold when 5 pal of th. de.gnaiedpressure far its hvohourpedadmmtltulea a failure of Ito a CO.n listed E No pipe Installation .hall be accepted It the leskeige it greater than that determined by the following formula L=NpbPi"05 or L•8p(P)n05 7400 1332M Whlchwar I. less S • Length of Pip. Testing L • Allowed, Leakage In GNhh D • Nominal Diameter or Pipe 0P • Average Test Pe.sur. (pal) N Number of Joints In the Prpellne Tested All testing shall be conducted In accordance with AWWA CSIK) (latest nvt,bn) F Should any action of pipe foil sMer Ala. Pressure or leakage lest the Conhaclor+hit" w warymmg rsc 1Y to Inc.[. and npok or.9l.. the d.l.chV. pipe, Offing. orjanb al no cost to the Owna 306 COPPER SERVICE CONNECTION NOT APPLICABLE A General R,q,nm,nh The Conlracm,.hwi Instill copper services as Indicated m the Contract Plans or directed by the Engineer Each.-fics Mconefa(of-mrpoini curb stop, copped WbIng, and , curb box win service rod Corporation shall be attached to the ductile son pip. by rrma of . dim by S The capper service shall be edanded beyond Me curb atop, If moved, as shown on the plan, C Building Smlce Construct -Methods The Collector WON make all necessary lap Into the water main and well Install for each building an approved braes corporation stop The Contractor shall also connect the copper servlcA pipe W the Ranged joint, which shall be connected to the bear curbalop win the inlet and outlet for the appropriate copper service pipe Such curbstp shall be located not Ins than F-S" below the ground surface and shall be .c.sc@le from the surface through an approved VON, box END OF SECTION 027M SECTION 02725 DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A Section mciudes i Dransge plpa and pPurtenances 2 Drainage structures B Related S.clbne 1 Section 02225. UUME, Trenching and B.ekfllmg 1.02 SUBMITTALS A Mamdedmer. t.chnical data for 1 Pipe and Opmananca, 2 Sbudures PART2-PRODUCTS 2A1 GENERAL REQUIREMENTS A Fumish all., less, reducing toes, wye*, coupling+, Incresears, cro ss, transMons and and cap modelled Me came type and do,, Wmodelleda el me conduit, w of manded h.ving equal or superior physical and chemical propedles as .ccplible to the Engineer 2.02 DRAINAGE PIPE AND PERFORATED PIPE A If the Contract Plans de not "city . Particular type of pipe. WE the Conesolor`, option, the following material. mey be used 1 PoyVMy1 Chbdd. plpe conforming to ASTM Sp,dOc.(1m D3034 or F679, (PVC) tower pipe and Ailing. SDR 35 2 Corrugated Polyethylene pipe and fitting. (smooth Interior) mashing the requirements of AASHTO M-294 and M-262 203 CONCRETE STRUCTURES A ASTM C470, sized As Indicated 2,04 METAL ACCESSORIES A Manhole from, and covers 1 Only real son, ASTM M0, as shown on Plan. PART 3 - EXECUTION 301 INSPECTION A Exemin. Me areas antl cond0lon. under which atom away system wont Is to be In,tolled and modify the Engineer In writing of condl0ona detrimental to the proper and tamely compleflon of the work Do not proceed with M. work until unsatisfactory cenalo s have been comded 302 GENERAL A When adding underground ual which en not ached Md for removal or abandonment, encouMand In the excavation, they Mall be adequately suppmad and Protected from damage Any damage to ubntl.s shall be tapered promptly M no.datlorm cool to the Owner 3.03 PREPARATION A Hand Inm excavation (where noon-y) to required elevation. C-od over-acavatlons with fill metals B The elope shall be 9nded to match the grade as shown on the plans Whom requited, and sections shall be placed antl boo,"lled to prevent und.-W" C Rxnov. large Hors. Or other hard miner which could A.m.9. dnln.g. stud.- cr Impede consistent backfilling or wmPsdhiM 3 04 INSTALLATION OF PIPE A Pipe Mall be Inhaled In accordance with Section 02225 - Utility Trenching and Sadkilllng 3.06 INSTALLATION OF DRAINAGE STRUCTURES A Pr entomcrste.Vuduna 1 Place pieces[ concrate .mictures and cover, a. shown on the Contract Plans 2 Where manholes occur In pavement. set We of home. and coven flush with Rnlsh curl.. 3 Provlde rubber joint gasket complying with ASTM CN3 3.06 INSTALLATION OF STONE FILL A Place stone fill .. shown on Combed Plano END OF SECTION SECTION 02730 - SANITARY SEWER SYSTEMS PART 1 -GENERAL 1.01 SUMMARY A Section Includes 1 Giwlty Sew.r Pipe 2 Manhole Structures and ApWrteiandes 3 Pre.sue Sewer Pipe B R.I.bd Shaun. 1 Section 02225- Utility Trenching and Badfilling 102 SUBMITTALS A Produc Dab Submit published dear fmm manufadbirem N products cod acces.me. specifled, .ndlating compganu with rpulrem.nts 103 QUALITY ASSURANCE A All eanMry senor malerWI-mil construction of ante Mall be as shown on the Contract Plans and shall anal the requirements of the SWO of Vomonl Agency N Natural Resources (Department of Environmental Conservation) and Ito Public Works Standards and Specillcatlone of Me local munkipNNy PART2-PRODUCTS 2,01 GENERAL A Furnish oils, lee., reducing lees, wyea, couplings, Ir6T*aun, 0....... tomillOns and end caps N the ante type and don N malorlal as the conduit Or M material havng equalor superior pnysi I and chemical properties as cuplable to the Engineer to provide a compete and .parable system 202 PVC GRAVITY SANITARY SEWER PIPE A PVC -pip. shall confom m all esp.cle, W th.l.bd vi.im of ASTM Specs ca(I s DJ u or F079, Typ. PSM Polyvinyl Chloride (PVC) Sower Pip. and Fittings, SDR 35 pipe All pipe and Ming, .haft be clearly marked As (allows - Manufacturers Nom. 1 Trad.mak - Nominal Pipe Slza (,, shown on plans) -Material D.ignanon 1241WC PVC - Legend "Type PSM BDR 35 PVC Sewer Pip." or "PS 45 PVC Sower Pipe" - D.Slonanon ASTM D-3034 at F6n B JOlnl. shall be push -on lyype using *I.Momefk gaskets and shelf conform to ASTM D-3212 The gasket shah be factory In&bAed The pipe &hat be furnished m nomsfal 13 too length. Sufficient numbers of Shad lang%s and full machine flnmgs &hag be provided for use at manholes a l conn.clWne All connections will equue the use of m.nufed.red ruling. Field fabricated, addle-lyp. -..no will not be con,,d W accepbble 203 PVC PRESSURE SEWER PIPE A PVC Pipe shals to conform In all respedthe latest ewelans a ASTM Spwificedon. D-2241 All pipe and haling. shaN be SDR 26 dearly marked as ba,we - Manufacturer's Nona and!Trademark - Nominal Pipe St.. (as shown on plats) Material Desgnawn 12454-A PVC ASTM D-1754 B Jomle shall be push -On type using .h.lomorlcgaikNe factory Installed conforming to ASTM SpwlA.tion D-3212 204 MANHOLES A M.nh les .h.N b. Ns.d.s IMIl .d on ih. van cod alxll be proc.N concnb with . monolithic bees and .hall confirm to Me latest version of ASTM Specflcatbn C476 B Shot— Melt be constructed with concrete having a minimum comprii strength of 3,000 psi at 20 days Irwin, for m-.WeaMeg he ea shown On Ito plane and defeat and shall be cobunted with concra ots or Nick. per the local munmdpaRlys otendads ImaNs.h.11 have the x..t Mope of M. a.wor to which May are omasced, and any change In Biz. of dtrcton Moll be gradual and cow C All manholes an to be pmVlWd wlth mpaynar polypmpylene plastic steps wide slut minforiam.n112 Inch.. on enter D All monhol s Mall be provMed withrough, gray, sat Iron manhole fumes and covers All Iron EIE step be thoroughly cleaned ,ad Than ..t d with hot ter before being delivered Frames and covsn shall tea L,Boron LC 268, or,n .ppmved equal, and haw a minlmum woghtof 4OO pomds E Pram deers and boo for n cob le. Mall eonfsm 0 ASTM Sp.dficailon C-47a The pip. opening In the precast manhole system shall have a caWn-place flexible gumt or an equw.lent system for pip, Ineb iaOon at approved by tin Engln.or Joints between m&nhol, roe s Men be 1" minlmum wdth RaxMI. gasket or approved equals 2.05 CLEANOUTS A Cbanout&Ix privity +ewer .rod kro m,lna.hallbe pfwWed 0 Iocallon. IndIdOW on the plano or As directed by M. Engh,.sr Cleanout hams. and cov.m sh.11 be of mugh pray c.el Iran C.aOng..h.5 be IMe te peMsm.ad fro mom Naves The bearing surface of cleanoul hems and i .gales( each other shall be machined to give continuous wntac throughout mete cincumhance PART 3 - EXECUTION 301 GENERAL A Care Mall b..xemi..d by M. C,nk.dor W wdd disrupting the operation of existing oMWY eaear fecllltl.. without prior written approval of the Engkteer B When existing underground uMlues wI schoduladfor minimal or abandonment are encountered In fin *xcavatlon, they shall be adequately supported and pnladed mom damage Any damage to u11111m. shall be repelied promptly W no additional at to the Owner C Insloliatmn of pipe shall be In accordance with Sacbm 02225 - Utility Tnnchlng and B.ckMling and e. nadW by this aedlon 3.02 BEDDING FOR PIPE A The padding ..[.net shall be shaped to ant Me pipe far a depth .1 not I... than 10 p,rconl N It. total height and ,hall have moasse, to receive Ito boll 303 LAYING PIPE A In goner 1, sower pipe shall be Installed In accedence with the latesl debMd mstfucllone of lha m.rxhhchiror B The laying Mall begin altheoutlet end ant the lower segment of the pipe Melt be In contact with Me Mead bedding throughout W full length Bell or grpov,d eml of rigid pipe. and the dmumfxen0.1 top. of fiezlbl. pip. .hall be placed lacing upahes. C All pipe and fittings shall be conMy, aamined for dialects and no pipe or fillings shall be laid which are known to be d f ctv. If any detective place I. di -red after trying, It RANI be removed and replaced at the Canindor'uxpem* All pipas and fiMnge shod be cleaned before they an laid and .hall be kept dew umll accepted In the complated work D Tha Plpe RANI be laid to conform to Me Imes and grades, Indicated an Me drawing& or 91ven by it,. Erglne*r Each pipe shall be u hid as to form a doe joint with the next adjoining pipe and to bring the Inverts continuously to the required grade E The Contractor shot take .N nave.-y precaution to proved Acted- of the pipe In the branch F When pipe laying Is not In progress, the open ends of its pipe Mall be closed with temporary wetadghl plugs It water I, In the trench when work Is ra.... d, too plug hall not be removed until all danger of wader entering its pipe A elimnNed G For force male., concrete readlon blocking Mall be provid d ,, detailed .1 all bends deAeoling 2212 dogmas or man At the Contractors option, rehimar glad, may be used at bads m lieu of-Ve blocking Ralsner gimps Mall also be provided 0.11 joints within IMN pipe length, each .do of Ito bond. 3.D4 GRAVITY SEWER PIPE TESTING A The Contractor RANI provido M n.ce&sxy, squipment and Inwiumemallon required for proper completion N Ito flushing and testing Quallty N water, teal procedures, and method of disposal of wt., EMI to approved by the Engineer Pnor to testing, fWah with wa,rto remove conatrudlon detente B All lost* shall be made in the presance of th. Engineer Preliminary taste mad* by the Contractor without being observed by Me Engineer will not be Accepted TM Engineer will be nettled al least eight hour. before any work Is W be Inspected or tested C Th, maximum .,ova Legit to bo tested N On* tme thall b. that length between any twe manhole. SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX 485 SHELBURNE, VT 06482 302Nf-112] M a.TN641)r win. amviceevteom ID son- war. aWMn azA[AVdD DenaN PBS CX[CR[D DSM '"Rovm DSM OWNER: SUMMER ICE JOINT VENTURE, LLC APPLICANT: SUPER -TEMP WIRE AND CABLE, Inc. PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT REll"EI waf V E D JUI 0 2 ,l , 0,7 City of go, Burlington OAT[ CXecAZO RR'Is1oN SPECIFICATIONS DATE DIUMVIG NUMBER APRIL, 2006 SCAM N.T.S. QC8.22 PAW NO 06113 l D Alr Tesimg LOW pressure all tooling shall be conducted In —dampswith the followingprocedures 1 Each old W the Met sew.. shall be plugged, capped and braced Necessary ad safely precaution shall be taken to prevent blowout. and pcaNbl. Injury 2 An air hose shall be cminwlad to a topped plug used for an .1, 'Net The hoso will be cormecled to the air control squlpmnanl, which shall Includs valves and pmswm gauges Than shell allow Nr to snlxthe .war lest Jim, nenilor air pressure In the sewer, shut off air, and provide pressure reduction and reller Th. mannodng pressure g.ug..hall have a rang. .10-10 pal wllh dhmlona of 0 10 pal and scaa.cy of 0 05 psis 3 The sk wmprfe,.r and air supply shelf be conncted to the lean Ons and the test aaw- filled .lowly' until contant pressure of 4 0 pstg Is maintained 4 A pressure so.. 3 0 ping shall be maintained M at least 11- minutes to allow the temperature to stabilke A crack for leaks shell M men and gam/ are found, the pressure shall he released and the anima —.—d or rapalrb 5 Alter the M bla idim penod, the pmtws Mall be adjusted to 3 5 pang and the atr supply disconnected 6 Man — and record the Ikne Interval for ere lest Inn pres.um to drop from 3 5 pelt 10 2 5 prig 7 If the I roundwo(.r table I. above the pipe In—.. above tool pressures 0 5 paig for each 1.0( the grourMwaler Is above the invert of the pip, 5 Tn. require mm�t..1 his specification Men be conldered aalm6.d if led time mqulmd In second. for the preesum to do—.. hem 3,5 to 2 5 pal greater than the average back pmesum of any groundw.ter that may .ubmerg. the pip. h not less than (hot computed according to Ind following table Minimum Test Tires for 11.6— pip. sins Diameter (inch..) Time (Sec 1100 Ft. 4 1s e 45 75 10 90 12 110 305 MANHOLES A Th, arcavan" shall be lu the depth indicated w the plans or ordered by the Engineer, and carefully shaped ant graded B Manhole nwons shell be pmcasl contmh and shall conform to the dimensions Indicated on the plans or ordered by the Engineer C Ch—.I.. Invert. and floor an.. for sewer manhols. shall be conMucted of bdck and mod•r or conchs Inver callnhave the exec[ shape of redew ,er to which they era gncted and any change In size or direction shall be radual an even All oanshuction of fewer manholes must M canted out to insure wale dghtwork D TM nqulmd coume. of brlck shall be plsoed w Wp of tfm conorefe to ere elevation Indicated on In plans or ordered by In Engineer Stick shall be laid In an appropriate nlannar by s compNwl mown AMr the bricks m laid, the johns on the Inld. of the bock masonry Mall be neatly poWlad Th. qulald, turfaca of the brick Mall ha covered with morr of the some quarry as ... it for l.ykig the bricks to that a reasonably smooth surface Is obbilnd E Th. cacl Iron from. shall be set as Indicated on the plan. In a full mortar bed The gross cur cover still be property placed In the heir l0a MANHOLE TESTING A Manholoo ,hall be lasted.epamlely by on of ere following Mo procedures 7 Exploration Leakage Test All pipe, and other opening. Into the mM anhole all be suitably plugged and Ind plugs br aced to prevent biomou( Th. ...hot. shall than be filled with wW., W the lop Of Ind cone aectl" A period of gee wry b. pxml5.d, At ConMCWi wth la albw foraborption At ripm and of foie period the m. manhole assess a mulled Io the lop of In cons, ti rxnenry, and the manudnp bin of •I local bur hwn begun Al the end of the tell period, the manhole Mall beranlled to the top of the cone, meaeud" the volume of water added, This dmount .hall be convenedvertical to gallon. per foot epth for 24 hwm The leakage for each manhole shot n1 esceed one gallonAmAcol footway If laskag, exceed. I t allowable rate, r.p.l. Mall be mad. as approved by the Engineer and the manhole retested If Ih. Contractor.hscla to backllll prior to Inning, the,eating h.li b. ill hle own rl.k, and n.h it be recumbent upon the ConMctor to determine ins raa— for any last— of the hat No adjpabrmrd In the laak"e at owshn wilt be me" for unknown causes such cue looking plugs, absorption, sic It will be assumed that all Wee of water during the last I, a mull of Ince through the johms or through rim concrete Fiathem ore, the Contractor MNI take any top. nmasary 1. aa.— Die EugWex mat the water "ble Is below the bottom of the manMl. throughout me lest 2 Viewum Test This method M testing manholes for leakage Involves the use of . device for noting the top of ere manhole con, section and pumping the ale out of the manhole, meeting a vacuum and holding this vocuum tor. preacrlbad podod of Ilme Tha pmkedun far thl. Wt lees lot"-, a All IMI" holes and eatenor loin[. shell be filled and pointed with an "proved nornMdnking mortar The completed menhole shall not M beckffiled peortolaseng Manlmleswhkmhws been bockNled shall be excavated to expose the more esisrior prior to v.coum testing or the manhole Man be tested for leakage by means at gm .xnxagon leakage test b All pipes and other opening. Into me menbol. shall be ud.bly plugged In a manner to prevent dleplacam int c A plat, with an intuitable rubber ring Ind size of the lop of'e m,,h,4 shall be Installed by m5alkg the ring with air to "mascara edow to to prevent leakage ofair betwean the rubber ring and the manhole Wall d Air shall than be pumped out of the manhole through an opening In the plot. umll is -- h —led Inside of the manhole equal 10 10 Inches pf merairy on an approved vacuum gaug. TM removal of air shall men M stopped and the test begun e The r anhaIs Mall pass this teal HIM vacuum hdds e170' Hp cur drops no loWx Man B" Hg vNhln m. following times Tee Depth of 4' Manhole Minutes Seconds 0'- 19 2 0 10.15, 2 30 5'-20' 3 0 2"-"' 3 30 f If the vacuum drop —de 1"Hg during me .patined tire, pahlods, the mm�hpla shall be thsealed and Steps 2 "rough 5,bow repeated unN e vacuum had. for the teemed tome g Aft., the man" Penn the vowsm Mt, It shell he babelled carefully so that no leaks an created If to manhole is dieMb d In eny way during hackfill. II shot[ egain be wacixan tested according to Steps t through 5 above If the manhole fanft the vwuum test, tiu Contractor shell teal the manhole using the manhole ingestion toll h The COMractcr shell provide Ind E"Inex wtih a written tog of each mwh.la leakage test result I Manholes shall be tested and accepted prior 1. building manhole Inverts 307 PRESSURE PIPE TESTING A General All fame mal listi pass ere hydrwtafic pmswm tarsi and leakage last described her.In Pdor to testing, all anchors end bras shall be trials! All c crelo thrust blocks and melra'nla siren be in plan and cured at lent seven day. All boded pip. shall be b.ckro- sulr.bhbatpluaaiihooMN•1MI.d—in, rah... velves ..It be Installed at the high poMe, B Hydroetatk:T.N Th.f.11ps gpr—dunahallb—di 1 All alr mho m v.hma shall be opened and the pip. ,hall be read with water al a rate not to eared the vonug capacity of the air rate... volve. 2 Th, water pressure than he wised to 150 porcxd of tlm designed operating pressure or 60 pal miMmum N the highest point 3 Failure Io hold the designated prernure within 5 pill of the specified feet pressure for the Iwo hour period cons11M.. is failure of th..eWon haled C Leakage Test The M following procedure all be used I Look egesh.11b.defind..ih quwtky af-b th.1 moat b. supplied Into the pipe being tested to ma.dain prenura within 5 pa of the apacliked teat prossum 2 No pip. Installation Mall be accepted IffM leak".1. greater than that determined by tM following fomlule L• NOR" 5 7,400 Whichever I. Ise. L• SDP ,5 133,100 S = Length of Pipe Testing L • Allowable Leakage In GaIMr D • Nominal Diameter Of pipe C) P • Average Test Pro... (poll N • Number of Joint. In the Pipeline Tested All teeling Mall be conducted m acmdanned wAVNNA C=7 or lineal nevl.Wn END OF SECTION 027M SITE ENGINEER: t: CIYIL ENGINEERING ASSOCIATES. INC, P0.1910)(466 SHELSURNE, VT O5482 am2aaaadga FAIL a11T-geS2271 web. w.w.ceeM.pm OWN` PBS cgkl iQe DSM Ap5lt.— DSM OWNER: SUMMER ICE JOINT VENTURE, LLC APPLICANT: SUPER -TEMP WIRE AND CABLE, Inc. PROJECT: NEW MANUFACTURING FACILITY BOWDOIN STREET SOUTH BURLINGTON VERMONT RE EIVED ,JUL 0 c City of S QUrlin 9ton DA7a ICY.MD .."SON SPECIFICATIONS DATI I DSA11140 ""Oil APRIL, 2006 soAu N.T.S. C8.3 06113 �► �9 �• FA� Np -Q;� arm �� .!� �I�p r� �� .. sit, �y a9 ah �%� � � r, � /!� ♦/� /� ?•� � ►•� ►-� ? 1F � I CIA i C ^— II►`: 11,: ► n►� _ 4► ►/►� y1► ��'�� 41►.,�►..► ?ikF,..?�► ?1► 4�L �► ?Iy �.► Ip��. h �► O ij� `� �Ii z r- � �� � �b'A�•�. �� _1�. s111 '11 ENGINEER: al DSM DSM / i- �1 al ;III ORO 1 SUMMER ICE JOINT VENTURE, LLC WIRE AND CABLE, Inc. gUq NEW f�JADDITION SUPER -TEMP fig ��j%%%I MANUFACTURING3041 Pit► �1►' - • ♦Moll `��LANDSCAPE ARCHITECTS STORMWATER POND PLANTING SPECIFICATION FOR SEEDING RETENTION BASIN 1 3CED NEWLY CONSTRUCTED AREA AS SOON AFTER CONSTRUCTION A5 P055115 E 2 RETURN 4 INCHE9 OF TOPSOIL TO 517E 3 $PRAY GLYFH09ATC fRODE01 OR 51MILAR AQUATIC HER DICIDI TO CONTROL UNDESIRABLE VCGCTAT 5UCH AS PURFLE L005C5TRIR OR PHRMaMITE5 4 HAND SEED, DROADCAST OR HYOROSEFD AT A RATE OF 112 - I/3W POUND PER 1000 50 PT 5 00 NOT UME OR roll Zone I - el 342 - 345 Retention 5—H Floor 25x AloPF-1 25% M—. vmnnrue V,,,,,. Wild FYI, Zone 243 - el 345 - 347 5eaeonally Flooded Area zox c wm�-ee. rm s�.e 20% lchlnocliiaa ave5a■ r a,..wr LPxae A4aek 13 7nne 4. 5 , C. - el 347 - 350 Wetland Meadow M1a 20% Vw ma WiIA Ky. 19% rw SN 5 5% Veiena 111— Blue V- 5x Hel helunModee Oa- SueN- 5x Junwe dlveue 5dt Rush 5x 5.T.atromnna Green BUInM 5x EvtNmu r nunildu G— leaved Gddexod 4x GI a ra— Amen- 3x r n 51,0—Sedge 3% r t Hdh Wm BonaAee 3% 5.lua Man Iuvad DOnermt 2x m Hat To NLer 2% Bnaely s e 2x r lu i OP H5-'14 2% 5u a Wod Gra» 2x V.— antes n 1 5% m h JaeFw Weed 5x 1 5% V—.. mode raw Hdlel— ,% pomaN Ix nea x 1x I x Z.,Gdden AleawMUR 0 5x 0 5% 0 5% M-1,e, nn re 3 M H 0 5x renehonan eedadaa 0 5x hemum —Idmm I 0 25 Junae xuminaNm 5b FrukN Rush .25x San ba r�ludenme Gnaw-n Bun1C LANDSCAPE SPECIFICATION FOR PLANTING TREES I 5CIENTIFIC AND COMMON NAMC5 U5E0 IN THE PLANT L15T GENERALLY CONFORM TO AMERICAN A550CIATION OF NUR5EI IL9''STANDARDIZED PLANT NAME5' 2 PROVIDE rLANT5 MICA Or THEIR 5rEC1E5 AND VARIETY, WITH NORMAL, DENML DEVELOPED 5RANCHE5 AND VIGOROUS, POROUS ROOT 5YSTEM 3 PROVIDE ONLY SOUND, H EALTHY. VIGOROUS PLANTS, FREE FROM OCFCCT5, 015FIGURING, KNOT5, 5UN5CALD INJURIES, FRO51 CRACKS, ABRA51ON5 TO THE BARK. CROOKED LMeR5 OR DISWE5 4 PROVIDE ONLY PlI DUG RANT5 5 DO NOT PRUNE rLANT5 BEPORE DELIVERY 6 ALL FLANT5 5HALL BE LARGER THAN THE MINIMUM 512E 51PECIFIED 50% OF THE rLANT5 SHALL C[ IN THE UPPER HALF Or THE RANGE 5PECIFIED 7 PLAIT 5UB5Tn UTION5 WILL BE RRMITTCO IF AUTHORIZED BY THE IAND5CAPe ARCHITECT D 5TAKE PLANT LOCATION5 A5 SHOWN ON ORAWING5 BEFORE PUJJTING 5TAKING LOCATION5 ARE SUBJECT TO THE APPROVAL OF LAND5CAPE ARCHITECT 9 ALL WORK TO BC IN ACCORDANCE WITH WE CAN A55OCIATION OP NURSERYMEN 5TANOARD5 FOR MATERIAL`, IN5TALLA1-ION AND MAINTENANCE 10 DIG HOLES AT A DEPTH TO 5R Tor OP ROOT FLARE EVEN WITH FIN15H GRADE AND TWICE THE DIAMETER Or THE ROOT BALL 1 I 5ET rLANT5 GENTLY IN FIT 50 TRUNKS ARE 5TRAGHT 2 PLACE WATER TOHOROUGLYr5OIL MIX I FILL REMAINDER OF HOLN PIT AND COMPACT E WILD 4N HOLE 5NEARLY FILLED 5AUC REDGE BEYOND EXCAVATION WATER THOROUGLY AGAIN 13 DRIVE HARDWOOD STAMS I' BEYOND EXCAVATION, TIC AR5OKT1E STMNG MATERIAL TO STAKES AND WRAF OVR TOF Or ROOT BALL WITH ONE TW15T AROUND TREE TRUNK. 14 MULCH TREES AND PLANTING BED5 WITHIN 48 HOUR5 Or PUNTING 15 SATURATE IN5TALLE0 rLANT5 WITH WATER DURING MANTENACC PERIOD A5 OFTEN A5 NECE55ARlr TO IN5URe PROPER SOIL M015TUU 16 PRUNE CTREE5 A5 ECEOUT510E OT OR REMOVE D�� OR INJURED TMG5 AND 5RANCHE5 MAKE 17 MAINTAIN NEW PLANTING AND CONTINUE UWIL ACCEPTANCE MAINTENANCE INCLUO PRCS, PRUNING, WATERING. WEEDING, MULCHING. RESETTING TO rINI5H GRADE AND VERT& FONTION, RESTORING PUNT SAUCERS 18 NOTIFY THE UND5CAFE ARCHITECT TO INSPECT THE WORK TOR COMPLETION EN IN9ECION�ED. THE OWNCR5 RC9FURDE55TEANNTTAATIVWRITTEN 19 THE CONTRACTOR 15 RE5FON51BIE TO GUAIRIITEt ALL PLANT MATCRIAL TO B[ IN A HEALTHY AND FLOUREHING FOR A PERIOD Or TWO YEAR5 FROM THE DATE OF WRTTEN ACCEPTANCE 20 FAILED OR UN5AT15FACTO1l TO R REPLACED AT NO C05T TO THE OWNER 21 RErLACEMCNT5 5HALL CL05CLY MATCH ADJACENT RANT5 OF THE SAME 51PECR5 WOODY PLANT MATERIAL LIST FVFRT:GG'e NI TRFFC KEY OU SCIENTIFIC NAME COMMON NAME PIABA 10 PICEAABIES NORWAY SPRUCE 4- PIABB 11 PICEA ASIES NORWAY SPRUCE FT PIABC 7 PICEAABIES NORWAY SPRUCE 6 -7 FT PIGLA 9 PICEA GLAUCA WHITE SPRUCE 4- 5 FT PIGL9 7 PIC'E.AGLAUCA WHITE SPRUCE FT PIGLC 5 PICEA GLAUCA WHITE SPRUCE 6 - 7 PGDE 6 PICEAGLAUCA'DENSATA' BLACK HILLS SPRUCE IP 1 PICEA PUNGENS'FAT ALBERT' FAT ALBERiCOLORADOSPRUCE ARB011 GREEN FIAT woVEN TRIM DEODUDU5 TIME, POLYTROPYIENE 5TANNG To PROVIDEDGGR-AMR& - N4 IN 'mVC. ARANCE LB BREAK 5TRENGM DAn CpCQD Millmom FEElFA5RN NRDORTIE TO 5TWRAP OVER ROOT BALLTO R[[P LRE[ PROM ROCNNG rWMB TRQ TRUNK GATOR BIG (IMME) W 3- MUILH - DO NOT APPLY w MOUND (C 2' X 0 X 2' L APPLY AROUND TRUNK HARDApOD STAKES DRIVEN (MIN I&I FIRMLY IWO SUB- rPOW 4. 5AUQR GRADE PRIOR TO / BACM W NG UNDISTURBED 501L BACKr1U. WITH 501L MIX CON515TNGOF TWO 1ARTB CUTANDBCND e'er EL PP' RE BURW iOr I/30r ROOfeA1 LANDSCAPE PLAN ISPECIFICATIONS TH N 14 TH A IDENTA IS'NI A' DARK GREEN AMVIT DECIDUOUS TREES ACXM B ACER X FREEMANII 'MORGAN' MORGAN MAPLE A913F 8 QUERCUSRUBRA NORTHERN RED OAK ACRN 6 OUERCUS BICOLOR SWAMP WHITE OAK BENT 4 --n a, NIGRA'HERRAGE' HERBAGE BIRCH EXCAVATED SOIL AND ONE PART DUKUNGTON INTERVAE COMPOST WATER AND TAMP TO RA1pVC 2 X .ALL DIA BREM Aral EDGE or AIR FOCXETS EXCAVATION WeMOVE NOTE5 1 PUNT TREE W THAT Tor Or ROOT FLAME 15 EVEN w7n THE HNIWCD GRADE 2 5TARNG A5 KEGIJIRED ONLY IN SRUATION5 WHERE Til WILL DC S WCCRD TO WINDY C —ONS A5 DETP—IIID BY TH[ rRDJecr VJiDSCM ARCHITECT FLOWERING TREES 3 MM 5HALL M GUARANTEED FOR A FEROD Or ONE YEAR ARM MNTING 4 EXAMINE ENTIRE TREE AND REMOVE AL NURSERY TAGS. ROrt. 5TRNG AND SURVEYOR TAPE PRIOR TO NANTING TO r1l GIRDLING AMCA 1 AMELENCHIER CANADENSIS SHADBLOW SERVICEBERRY MASTR 11 8 11 MAGNo A STELLATA'ROSEA' 11 ROSEA STAR MAGNOLIA S • 8 FT. TREE PLANTING DETAIL NTS Dan DRAIDJO MN,l JUNE 8, 2006 mcus 1" 20' L 1 FM RA 06113 REVISIONS BY 3/9/2006 3/15/2006 6/29/07 O O O U � I z � O N F= � U Q� (/) Ln 00 Z C� I� O X T ELEVATION 0 m z � N EAS 0 0 D -j- W U SCALE 1"=10' � Q)CO W occz� 011) I So Q� Q� o a) Q c I n� >— DRAWN CHECKED. DHC DHC DATE 4/18/2006 SOUTH ELEVATION SCALE 1' = 10 JOB NO Rp-sp-1 SHEET SCALE 111 = 10' A -1 1 Of 1 SHEETS WEST ELEVATION SCALE 111 = 10' NORTH ELEVATION SCALE 111 = 10' REVISIONS 3/9/2006 3/15/2006 6/29/07 -' O O O U � I z Li O N U x n d- N (/) Ln 00 Z O I� x 0 � p-1 u Z - Cv _ N i O 00 Q 0 U Q) _ 4-1I c� r Z ECEI ED of So. Bttrti^ C) > DRAWN CHECKED DHC DHC DATE 4/18/2006 SCALE 1" - 10' Jog NO RP—sp-1 SHEET A - 2 1 of 2 SHEETS J f i 0 East Elevation South Elevation RFC I REVISIONS 3/9/2006 3/15/2006 O O O O z Lo O N O x D r1r) C) (hLnI-- LL- U) o c° z O X r� O m A U) LI) O O d LLJ N O co c z n ED DRAWN CHECKED OHC DHC DATE 4/18/2006 SCALE 1/8"=1'-0. JOB NO Rp-sp-1 SHEET A 1 Of 1 SHEETS I p 14'44'i L 216 6' R ' 50.00, < 01'I' EXISTING JO' WE MATCH INTO DRIVE EASEMENT EXISTING AND f0' SNOW EASEMENT LOCATION STORAGE EASEMENTS T p 1434'34' (BOTf SIDES) AND 10' ELEC EASEMENT �R 789.78' FOR SIGN UGH77NG L 200.92, 7 RE DIS7. — L 66.41' \ �� C3 10' ftLC11NCAL { EASEMEN7 N SION I p 412. V � R 0-M. L - 30.08' - DETAIL 50' CURVE DATA �77.1'R�L'1s'R7.1�7E'!^7�R!f4.1n!'7"'!7 �Efi®CDiFIIl®��F�© ®6tZffi��E�A�F'��F➢E�. ��iL�[7IF7� �F?T �•� EfSF�D� ®ET.f�l©EF4➢� 047•CF�I©®� OfEirj,HSEvz©®� LI • 1 F 1. PROPOSED RELOCATION OF 50' EASEMENT TO LANE PRESS -A / REFER TO VOL 219. P 182 80' WIDE RIGHT-OF-WAY CONVEYED TO THE CITY 406 67• . OF SOUTH BURLINGTON ' VOL. 384 P. 104 OT 4000 3 � 60' MOE ROAD -- R.O.W. TO BE CONVEYED TO CITY OF SO. BURLINGTON w• AREA : 0.98 ACRES n ee, LC 20' SEWER EASEMEN L22 67 N .589.67' 70 VOL 203 P 472 - - O I 111j,QHINt){(/RC ROB PARTNERSHIP L� SIP 44HINESB At. s f -4 ROAD-� va. 274, P 3!2 NORIMURG NORTH SCENIC VIEW I PROTECTION ZONE o L8 SE L6 216.00' J. CIS 49 >E _ E481EY IL 91, P.49 16 00' a _ _ 80' WIDE AJp%' R.O. W, TD BE C VFGIO TO C* N63'49'0 `E CITY OF SO. R I G70N AREA : CRES -200' OPEN SPACE BUFFER aI O J 121 A 10 3.22 Ac. 60•R700' EXISTING PUMP STATION PARCEL VOL 176 P. 510 VOL. 271 R 167 -L5 --_ �- 20' MOE SEWER EASEMENT TO EXISTING PUMP STATION ' VOL 170 P. 510 ql VOL 211 P. 167 III TEMPORARY EASEMENT FOR CM -DE -SAC M'- CIRCLE TO K CCNVIE 0 SAM TO LOM B AND P %MEN NO LONGER NEEDED. SEE EASEMENT CHARY AND 'CUL-DE-5AC DETAIL' FOR SPECM WMENSIGNS 60' WIDE RICHT-OF-WAY TO BE CONVEYED TO THE ;v �� CITY OF SOUTH BURLINGTON PN N AREA : 1.01 ACRES- 50, MOE DRAINAGE-� ^ EASEMENT CS L 50' MOE- DRAINAGE EASEMENT 4 ROD — �RIGHT-OF-WAY I 70 49.50 AC. O 1P( (660') 100' WIDE 20' WIDE -1 aOO Ac. A I cG ��„ I CONSERVATION ZONE DRAINAGE h 200' CONSERVATION O I I 20' PEDESTRIAN EASEMENT �^A ZONE AND DRAINA EASEMENT J y 440.13" EASEMENT S83-JI.09'W I 2 �%AR II C) T k N. 30' WIDE SEWER k DAVISOA NS '�` P RAINAGE EASEMENT bDY_ ]11 '4 P- 4A L k a. 5. & R. PENNINGTON 0'30 41 k.77' S021 N, iWTANT R. BRAINA VOL 2" P L2 VOL VOL 3!7 P. 301 yDt, 21} 21 P. VOL !D P 131 P. 14 ROIICHER V0. ; 7 70 x -N 2V PEDESTRIAN EASEMENT LOCATION TO CENTELONG R ON LEDGE KNOLL DEVELOPEMENT RECREATION PATH A l THE SOUTHERLY BOUNDARY (CONSTRUCTION BY OTHERS) R,E E City 01 so gUrlin 4 91or� EAS€MEN T CHART_ h"^F.All UL- r 1A11 All fASE— -1 BE USED AT - END SITE ENGINEER: BOWDOIN LANE eo' R.QW. MEARARCFL ON THIS PLAT CEPICTED BY LOTS T nIROUON 12 WAS CO+VEIED TO SUMMER ICE , 'T VENTURE IN VOL JR7 VACS 439 L-91 63 B- NJO56'IB'W AT ARC-119 TT R-]50a' OF THE CITY OF SOUTH BURLINGTCN LAND RECMOS AND CONTAINS A IOTAAREA OF Its 74 ACRE5 r Aa A4 ARCr 11931' R.7500' rrns PAROEL IS BASED ON A TOTAL STATION OONIROL TRAVERSE, EVIDENCE EOUNO IN ME FILE,, AND INFORMATION ABSTRACTED FROM THE .11 OF SOUTH BURLINGTON LAND REGARDS A., L-9I 65 B- N 5f"f A6 L-10.1 T9 B- N0519'f I'W BfnRINGS ARE BASED ON FIE VER 1 00050WATE SYSTEM FROA SIGHRNGS MADE ON aCT 25, 1985 MOM STATION "NR 19 RESET -1- AN ATIEMPT HAS BEEN MADE TO 017— OR DELINEATE EASEMENTS, CIVIL ENGIMEERIMG ASSOCIATES, INC. RIGHTS -OF -CHAT LEASE LANDS ENCROACHMENTS, ETC OBSERVED IN THE FIELD OR READILY FOUND IN THE LAND RECORDS AOORONAI P.O. BOX486 SHELBURNE, Vr 05482 ENCUTABRANCE5 MAY LIHST 9MICH ARE NOT SHOW BY N5 PLAT I024162323 FAX 802J162271 v4W asi GiogflDM,nef THE AIRPORT APPROACH ZONE AS SHOW IS BASED UPON OMEN-5 ARONDEO BY THE OEPUrT DIRECIOt OF —TON BF BURLINGTDH INTERNATIONAL AIRPORT AS SCALED ONTO AERIAL PHOTOGRAPH) OF THE Tr Mw M IN I— SURVEY MARKER5 SET BY fHl5 OFFICE ARE EITHER A ONE INCH DIAMETER IRON PIPE, THREE FEET LORD — A rELLDW 1—TO 1. WHICH READS, ACHY iRUOELL CONSLT ING', OR A FOUR INCH S.ARE CONCRETE MONUMENT, INRFE FEE. LONG WITH BEVELED TW EDGES CB.B�l�CIR.D ER5IA IE Bo EYTENSION, THOMPRON THE RIGHTS -OF -CHATS FOR STREET ARE TO CI rY R< iUTH AND BOARION STREET ARf BE CONEYED U HI MEWODxE�ARHOINP: NcaNvmsl Too A1111 oN THE sueDlMOro AVIMUM BUIEF HEIGHT RLSTRILA, ADD TH L THEAPAV DE !) THE FORMULA, HE PRODUCT �� F 0 NCNEO 05OINCE PAVE OU" ON ERdJTi[ NR 1TOCTHERREFERENCE EL —HE EA—TONOOOF F 313 5 Ak 15 5AOD NORTH OFV5-7 STREFT E—SION SSMEONiENSIOu TO STAY A— 5a YEAR FLOOD ELEVARON THROUGH LOT 6,A6 — PROPOSED 5' WIDE PEDESTRIAN EASEMENT -- TO BE COMBINED WITH EXISONG EASEMENT \ - EXISRNG 13' WIDE 1 PEDESTRIAN EASEMENT LOCATION MAP VOL. ,EN P. 310 1 QUARRY CUL-DE-SAC DETAIL VOL. 271 P. 170 _44 A.+ 1 3.2o Aa 3.88 A. J 42' 06.50''n Ir �' Nd N gJ'02.36� E v O J.08 A. N � ! 13.90 558.58' 711.58' 3.02'38' W N 83g2'36, E N N 1 J. Aa.'�y 3.13 Ac --- �1 O POND ill 2020 AD r 200' OPEN TWO 20' WDE N SPACE BUFFER _ IT \ PEDESTRIAN - -- 1EAAgMENTS L-6" CEDAR TREE 100' CONSERVATION ZONE 20' PEDESTRIAN EASEMENT — H. t J. oUeas VOL 179. P 126 PLAT VM. 107, P 42 GRAPHIC SCALE, APPROVED BY RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SOUTH BURLINGTON, VT ON THE — DAY OF 199- SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION 6. SIGNED THIS __ DAY OF __ 199_, ( IN FEET ) BY _ CHAIRMAN OR CLERK 1 tech = 200 it 1 LEGEND I GALWUIED POINT (SEE OETAW) IRWI PVE (FOOND) O 1 o IRON FlR (Ta BE X) CLMGEn MLWUMENT (FOUND) CONCEM MONUMENT (10 BE m 11 UNE DATA CHART REFERENCE cs "A OATA CRAVAT RIBERE10E — • — • .— EIOSONO FENCE u. C" ACRES INC YDL 11 P. 11► IOWNER, SUMMER ICE JOINT VENTURE SOUTH BURLINGTON CITY CLERK'S OFFICE RECEIVED FOR RECORD A,D. 19 _-__ I? at ___ O'clock _ minutes _ m and recorded in Volume____ Page Attest- City Clerk PROJECT! MEADOWLAND INDUSTRIAL PARK Hinesburg Road So. Burlington Vermont TFJ II• TIC''J PL API-, L- 1i17,I , 20oI DATS C11BCnD ""ION SUBDMSION PLAT mu MAY, 2001 SCALIE T - 300E TRW. No. ow DXAMG —9R LEGEND SITE ENGINEER - GRAPHIC SCALE I I (DI ITLT ) L hr°h - 70 & CIVIL ENGINEERING ASSOCIATES, INC VT PO)�OX4ES SHvwLBURwE,n�vYry n5Mnwven c...e cool r 1/0 ZONNVG DISTRICT oBAwn -" -- W IF, - { F:, CO LDAN KALTON PROPERTIES. LID I PBS PO BOX 9210 I UE SO BURLINGTON, VT 05403 ctgc¢B 7 -V- PATIO ` DSM 23' WIDE (CONCRETE PAD) I Arrwov¢o RECPEA-I3N PATH -- ST -' �I � '1 F ASFMENT CONCRETE PAD - — OWNER:--1 DSM 19 WIDE CONIC SIDEWALI( SUMMER ICE - - JOINT VENTURE, LLC SNOWSTORAGE AREA (TYP ) SNOW STORAGEARFA (1YP) _ _- — — EMERGENCY SPILLWAY - — �y 550.0� - — - APPLICANT: mEa 1]v LINED WITH TYPE/I STONE — - "- 20' _ 354- „Y_ 17 INV=3455 — i-- — - 5 . _- I SUPER -TEMP �`' 355 357.0 - - „v IRELAND, SCOTT D. d STEPHEND InV our_]w. ,5 353 '� �' WIRE AND CABLE Inc. P.O. BOX 9210 POND ourzersrRL(cT / SO. BURLIIyGTON, VT 05407 _ — RIM-347 E x aEVErvr lrvlcr \ _ 0 PROJECT. n -xi w - - - - TPE B QNS 1 I�� T ar-]w 4 I f i z. ED BUILDING SUP TAMP pROPOS I I NEW REALTY LLc 27 500 S.F _357 5 ° I , I EAIBnwc °nY„ABE SWA. MANUFACTURING I F.F. ELEV FACILITY T _ NEW CB �12 357.0 `` NEW 348 N7 r I I �' 6' WIDE CONC SIDEWALK h' 1 _ BOWDOIN STREET RIM=J4R0 II i ,d' W/CONC CURB RIM=J535 NEW 15"HD MM IN=34/9 I I'' INV IN=3500 I i PE I sercn Yoh II / N INV 35]7 INV our=341I ____ INOUT. SOUTHBURLINGTON I NEW CB is fl/M=353 b � 7, I VERMONT INV IN=J19.I 57 PROPOSED STORMWATER / I r INOUT. DETENTION POND 0) rn()T5 r P Tw 357 WETELEV=349 D p PROPOSED FREE-STANDING SIGN 0TNE ETO BE DESIGNED IN ACCORDANCE O 10WITH THE NY OF SOUTH BURLINGTN SIGN ORDINANCE 7 35e 4 t A a r SBw 35 EVC � Sp' ` INV =3573 � 1 19I� I Ie�nr Arvo �vr � li. - - I F _5T— I I nry p4►] s. _ - --.iir • //11l1 — Inv"vour�iii .J INV IN-3419 I I — I 1 1%. 55 0 NV EX COUT 7341 It"p 1 I 1 RECEIVED ] NEW CB N5 I '�^ r ] r _ CONIC RETAINING E' WM CONC 5' WIDE CON&, PROPOSED 12'X 21' C CRETE / DUMF MLV =3/2 2 I I `, I RAILLONITOHAND SIDEWALK SIDEWALK O SCREENED ENCLOSUR ROVEDWALLOCATION MAP I /Jr I I ' - I NEW Cs 5 13 D W AL CONC INV IN=3 E PROPOSED PARKING NEW 35 N7 2,5 -2013 1= 2� iC r 5 RIM=351 5 SIDEWALK INV IN=34E E SPACES (Y) RIM=3511 , INV IN-3475 INV NT=34E5 INV. DDT=3505 J / I 1 INV OUT=347 5 PROPOSED PARKING PROPOSED LIGHT POST (TYP) CONIC RETAINING y.w I rrr��� own C LLC RB wevL9 on r'HOPE WIFES SPACES (3) BICYCLE RACK WALL WITH HANDRAIL City of�\O" Budingto�? —ST' / �SfNWEn Yry TI \ TYPE II STONE OUTFALL (2 HANDICAP SPACES) LOCATION ON TOP V L' I�,r >/o/ow BSY AOBm FL B[IRN9IBNS �¢�— e•� cl J -+w-ai i i 1 r _ Mr f 347 0 ... . ./w/ar BSY/ea. arum sry run _--- r, NEW CB N4 -o— — — 1 aun]ssr I I I '9` s.o mti - GRASS LINED SWiLE RIM=3547 FORSTORMWATF,R 7NEATAIEM INV /N (N)-345 7 _..v. 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NO' OM7 t c N r 4 �I 1 1 BURLINGTON PROPERTIES, LTD C/O DAN KALMAN P.O. BOX 9210 t i SO. BURLINGTON, VT 05403 1 20'Q WIDE REON PATH ! E SEMEN ` PROPOSEP/1PARKING - SPACES • �� � ......+" " �' '�� � " .ram •• � �, j � � e t GREEN ACRES, INC. __.._... �! w• ,r 112fa9- SPEAR ST. URLINGTON, VT. 05403 IV t _ PROPOSE BUILDING 1 1 30.000 S.F.EPro' 1 ' * F.F. ELEV 355 0, i PROPOSED STO MWA R — � DETENTION PON ----- � �.�- SUMMER -`ICE JOINT VENTURE. L! `, J J ` /• l ,'�� �.r' ~ PROP/ ED PA ENT PARKI S.F. PARKI G AND DRIVEWAY 1 �� „ .\.. •�"""" PROPOSED PARKIN, ,........- SPACES (10) PROPOSED PARKING 1 SPACES (8) t t i , i `. ` SUMMER ICE JOINT VENTURE, LLC z s i .. '�J,/--•_.�"' y , : tea; - I g ' ,. - .� F 0 1 y LEGEND s i I 1 1 \ � PRO OSED SEWER ,► '. �` t PRO OSED STORM LINE 1 i PRO OSED GRADE i t, GRAPHIC 'SCALE 1 c c � e. :CEIVED if So. Budingtor. lSDNES�IG wwaw ntr6 wtim wnwrm�,rwo RENSIWS 3/9/2006 O O � U � I z �n O N — �t U x Z � o of Ln n I— -t It N o — Ln 00 O Z x O 0 � rn (:n Ln Z L N O O d � C N O 00 U LL z* a5: E a) c: o a_ RECEIVE[ ORALNJ CHECKED AK L L M • w 2 7 20M DATE ogre 3/7/2006 /2 'Y of SO. BU'nJ i gton SCALE W R- JOB NO ,RP-Sp-1 SHEET Floor Plan 1 Of 2 SHEETS No Text