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HomeMy WebLinkAboutSD-14-41 - Supplemental - 0284 Meadowland DriveLegal Review Invoice July 24, 2015 Tim McKenzie SBRC Properties, LLC P O Box 2204 So. Burlington, VT 05407 Re: Legal Review — Legal Documents — #SD-14-41 Pursuant to the requirement to have required legal documents reviewed by the City Attorney and as required by the "Planning and Zoning Fee Schedule" adopted by the South Burlington City Council on April 20, 2011 (as amended), please remit the following amount to be used to pay for the Legal Review: Amount requested: $ 500.00 No Legal Review shall be authorized by the City without receipt of these funds. The City shall hold these funds and use them only to pay for the required Legal Review. If at any time the amount being held is reduced to $0, the City shall request an additional amount sufficient to cover estimated costs from the applicant prior to authorizing any further expenditures of the Legal Review. Following the completion of the legal review, any unused funds shall be returned to the applicant. Further, the applicant retains, at all times, the right to request any unused funds be returned. Upon receipt of any such request, in writing, the city shall inform the City Attorney of this request and require that they cease any further work. Following the payment of any work done to date, the city shall return unused funds and inform the City Council that the legal review has been ceased at the request of the applicant. Checks should be made out to the City of South Burlington Please remit payments to: Raymond Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com f<cF w/ gupsau EaRrN /ro vivG ►I� o .1� south ..o PLANNING & ZONING February 8, 2016 Mr. Rand Larson New England Vision Correction 1100 Hinesburg Road, Suite 201 South Burlington, VT 05403 Dear Mr. Larson, �sy ezjpj&v)a g Back in October you had written us with regarding the placement and continued presence of an earth mound on the Munson Earth Moving property behind your property at 1100 Hinesburg Road. My apologies for the slow reply. We did some research into your question and found that in the fall of 2014, the property owner applied for and received approval from the city's Development Review Board to leave the fill in place. The fill is therefore permitted to stay on the property. Attached is a copy of the decision, as well as a copy of the applicant's Certificate of Service for whom notice of the application was provided by the applicant. Should you have any further questions, please feel free to contact me, Sincerely, Paul Conner, AICP Director of Planning & Zoning cc: Kevin Dorn, City Manager 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com October 15, 2015 Kevin Dorn City Manager, South Burlington 575 Dorset Street South Burlington, VT 05403 Paul Connor Director of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Gentlemen: Several years ago Munson Earth Moving deposited hundreds of yards of dirt in a mound behind our building at 1100 Hinesburg Road, So. Burlington. We voiced our concern at that time and we were assured that this area would be returned to its original elevation. Prior to the dirt being deposited, the highest elevation was at the rear of the property owned by Civil Engineering Associates next door to us and sloped down from there. We would like to ensure that this commitment to return the area to its original elevation is met. Thank you for your attention to this matter. We look forward to hearing from you. Sincerely, Rand Larson East Mountain View southbur t a PLANNING & ZONING February 19, 2015 David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, VT 05403 Re: Preliminary & Final Plat Approval #SD-14-41 — 284 Meadowland Drive 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 17, 2015 (effective 02/18/15). 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 17, 2015) or this approval is null and void. If you have any questions, please contact me. Sincer y, 4 1 9 haypEondJ . B elairelair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 6539 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Mkd southburlington PLANNING & ZONING Permit Number SD- 4 - (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW Preliminary & 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 #) SBRC PROPERTIES LLC, PO Box 2204 South Burlington, VT 05407-2204 Phone 802/863-9039, Ext. 3 Fax 802/865-9125 Email: tim@southburlingtonrealty.com 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 770 Page 253 3. APPLICANT (Name, mailing address, phone and fax SBRC PROPERTIES LLC, PO Box 2204 South Burlington, VT 05407-2204 Phone 802/863-9039, Ext. 3 Fax 802/865-9125 Email: tim@southburlingtonrealty.com 4. CONTACT PERSON (Name, mailing address, phone and fax David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Contact email address:_dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 284 Meadowland Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-01150 Subdivision Application Form. Rev. 12-2011 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Creation of a 4-lot resubdivision of Lot 1, and construction of 450 LF of proposed public roadway with supporting infrastructure. b. Existing Uses on Property (including description and size of each separate use): None — Open Space with previous fill placement. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): None proposed as part of this application. d. Total building square footage on property (proposed buildings and existing buildings to remain): None e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Existing - None Proposed — None as part of this application 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): None (existing) None Proposed as part of this application h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Applicant seeks permission to create curb cut on Meadowland Drive for the proposed roadway. Hinesburg Road North VPZ encumbers the proposed Lot 1-D. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. Existing Lot 1— 39.7 Acres (Existing) Lot 1— 29.1 Acres (Proposed) Lot 1C — 3.4 acres (Proposed) Lot ID — 3.0 acres (Proposed) Lot 1E — 3.1 acres (Proposed) Randall Street — ROW — 0.9 acres (Proposed) 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 39.7 Acres (Lot 1) b. Building Coverage: Existing: 0 square feet: 0.0 % 2 Subdivision Application Form. Rev. 12-2011 Proposed: 0 square feet 0.0 % c. Overall Coverage (building, parking, outside storage, etc): Existing: 0 square feet: 0.0 % Proposed: 14,990 square feet 0_9 % (Roadway surface applied over all of Lot 1) d. Front Yard Coverage(s) (commercial projects only): Randall Street Existing: 0 square feet: 0.0 % Proposed: 0 square feet: 0.0 % Meadowland Drive Existing: 0 square feet: 0 % Proposed: 0 square feet: 0.0 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or 11I) on the subject property? X Yes ❑ No (There is a wetland that runs along Potash Brook, primarily on Lot 1-D) b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (no) 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: 65.520 SF 11. COST ESTIMATES a. Building (including interior renovations): $ 0 b. Landscaping: $ 4,200 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) $ 296,000 Road & Utility Construction 3 Subdivision Application Form. Rev. 12-2011 PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Sewer — The project will extend the existing gravity sewer collection system from the end of Randall Street to connect into the existing private gravity sewer system (serving Lot 113) located south of the end of the road. Water — The existing 8" line located on Meadowland Drive will be extended up into the project site within the proposed rights -of -way. Stormwater — For the original Lot 1, the State Stormwater permit limits lot coverage to no more than 50% and requires that stormwater be directed to the dry basin on Lot 1 which then directs water to the wet pond on the east side of Thompson Road for water quality. Stormwater will be collected is a series of grass lined swales along the edge of the proposed road and then will be discharged to the existing conveyance system to the Lot 1 dry basin. Power & Communications —The electrical transformer and communications pedestals are currently located on Meadowland Drive from which the new 3-phase distribution system will be extended up the proposed roadway. Future Expansion - The site has been designed to enable expansion of the proposed roadway in the southerly direction. Waivers — Please see attached formal waiver request. Applicant also seeks permission to access Meadowland Drive. 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 0 VTE b. A.M. Peak hour for entire property (in and out): 0 VTE c. P.M. Peak hour for entire property (In and out): 0 VTE 13. PEAK HOURS OF OPERATION: 8 to 9 AM and 5 to 6 PM 14. PEAK DAYS OF OPERATION: Monday through Friday 15. ESTIMATED PROJECT COMPLETION DATE: Summer, 2015 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 I" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall b�pid to the City at the time of submitting the application. See the City fee schedule for details. 1� 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 Subdivision Application Form. Rev. 12-2011 e City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has ben submitted and is accurate to the best of my knowledge. SIGN OF APPLICADd 7(c4e �= GNATURE OF PWPtAff -OWNU& PRIW NAME SIGNATURE OF PROPERTY OWNER Do not write below this fine DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Incomplete inistrative Officer NAME 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. E1 Subdivision Application Form. Rev. 12-2011 Street Tree; 3-3.5" Cal. (Maple Freemanii) Subtotal FA $700.00 $9,800.00 $9,800.00 5% Contingency $490.00 ITOTAL $10,290.00 12/22/2014 ray From: Justin Rabidoux Sent: Wednesday, February 04, 2015 3:48 PM To: ray Subject: FW: Comments on 4 Lot subdivision of Lot 1 Meadowland Business Park Ray — Tom's comments below. Also, I have not heard back yet form Dave Marshall from my call to him this AM with some questions about this overall area and the Blackrock project. Justin From: Tom Dipietro Sent: Wednesday, February 04, 2015 3:47 PM To: Justin Rabidoux Subject: Comments on 4 Lot subdivision of Lot 1 Meadowland Business Park Justin, I reviewed plans for the South Burlington Realty Corporation project titled "4 Lot subdivision of Lot 1 Meadowland Business Park" that were prepared by Civil Engineering Associates, dated November 2014 and last revised on 12/12/14 .. I would like to offer the following comments: 1. This project is located in the Potash Brook watershed. This watershed is listed as stormwater impaired by the State of Vermont Department of Environmental Conservation (DEC). a. The project area appears to be covered under an existing State of Vermont stormwater permit (1-1269). The applicant should confirm that the project complies with the requirements of this existing permit. b. The project will likely disturb greater than 1 acre of land and will therefore require a stormwater construction permit from the Vermont DEC Stormwater Division. The applicant should acquire this permit before starting construction. 2. Conveyance of runoff adjacent to the proposed Randal Street is via drainage swales. Portions of this roadway have an 8% grade. Please provide information to show that this drainage Swale can accommodate the runoff flowing to it under full build out conditions; will water velocities in the Swale be such that it will be difficult/impossible to maintain a vegetated swale without experiencing regular erosion issues. a. The State of Vermont promulgated 2013 Road and Bridge Standards and these have adopted by the City. These standards indicate that ditches greater than or equal to 5% should be stone lined. Alternatively, stone check dams can be installed. The applicant is proposing to use North American Green C250 erosion control matting in these locations. Please provide more information on this product (Tensar appears to have purchased North American Green and I could not easily find a product specification for the C250 model number. It may have changed). 3. Drainage from the site is proposed to reach tributary 9 of Potash Brook via a roadside Swale. Water is then conveyed under Meadowland Drive via an 18" culvert. Per section 15.13.F of the LDRs, the applicant must provide information sufficient to determine the effects of the project on drainage structures located downstream of the project during the 25 year, 24 hour storm event. This analysis should be done assuming full build out conditions. 4. Provide more details on the "temporary sediment trap" indicated at the upstream end of the culvert beneath Meadowland Drive on sheet C1.5. Erosion should be prevented and sediment trapped on site prior to reaching the stream. 5. The applicant is proposing to access the additional fill location shown on sheet C3.1 via an "existing culvert and stream crossing" on the property. What measures are being taken to avoid impacts to the stream at this location and along the proposed haul road? I am concerned the potential for sediment transport to Potash brook along this road and at this location. a. Has the applicant considered avoiding impacts in this location by accessing the proposed additional storage area via Meadowland Drive and a stabilized construction entrance? 6. It is recommended that silt fence be placed 10' from the toe of slope (see Vermont Low Risk site handbook section 4). Will this be possible on this project? If so, please update the temporary stockpile detail on sheet C3.2 to indicate this. 7. Is there a phasing plan in place? At what point will it be necessary to utilize the additional stockpile area on sheet C3.1? Is it feasible to utilize and stabilize the stockpile area shown on sheet C3.0 prior to disturbing additional area for the same purpose? 8. The City, VTrans, and nearby private property owners experienced flooding near the southwest corner of Lot 1 (near Hinesburg Road) during recent large storm events. Water was unable to flow to the east or northeast through the subject property. What opportunities exist that could improve this condition? Could simple maintenance of existing drainages result in significant improvement? 9. The DRB should consider including a condition that requires all stormwater treatment and conveyance infrastructure be properly maintained. 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@sburl.com Web Site: www.sburi.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. if you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. ray From: Justin Rabidoux Sent: Wednesday, February 04, 2015 7:46 AM To: ray Subject: RE: Staff Comments - BlackRock Project Ray, A couple of quick comments below. I have a call into Dave Marshall to talk about a few other issues that I may chime in on later in the day. 1. All pavement markings along Randall Street are to be Permanent Marking Tape, Type I, VTrans spec 708.12(a). 2. The pavement thickness shall be changed to have 2 %" of type II base course. 3. The City will not accept ownership of Randall Street until such time as it is fully developed and loops back into Meadowland Drive. As designed now it is merely an extended driveway to the buildings. Justin From: ray Sent: Tuesday, February 03, 2015 3:02 PM To: Justin Rabidoux; Tom Dipietro; Doug Brent; Terry Francis Subject: Staff Comments - BlackRock Project Hey Guys, I gave you plans for a 4 lot subdivision and 2 office buildings on one of the lots in the Meadowlands Business Park on 1/23. If you have any comments, could you send them me ASAP as they are before the DRB in a couple of weeks. Thanks. 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. 1 Four Lot Subdivision Lott Meadowlands Business Pk South Burlington Realty Corp. 1/27/15 • Should specify a cultivar of Freeman Maple, recommend either Sienna Glen or Celebration (Autumn Blaze is becoming overused) • Relocate trees on north side of Randall St. towards the street as they are almost directly on top of the water line • Need to include Tree Planting Details and Specifications • Should specify what the tree protection measures called for on sheet C3.0 are ray From: ray Sent: Wednesday, December 24, 2014 11:34 AM To: 'dmarshall@cea-vt.com' Subject: Placard Ready - 284 Meadowland Drive- Preliminary & Final Plat Application Dave, The above referenced application will be reviewed by the DRB on February 3rd. Please stop by the office to pick up the placard which must be displayed on the property by January 16, 2015. Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburi.com www.sboathtosustainabilitv.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 Jaw. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. 40�VERMONT State of Vermont Department of Environmental Conservation Drinking Water and Groundwater Protection Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 wK'w.septic.A.gov January 14, 2015 SBRC Properties, LLC c/o Timothy McKenzie P.O. Box 2204 South Burlington VT 05407-2204 Agency of Natural Resources [phone] 802-879-5656 [fax] 802-879-3871 Subject WW-4-4378 Subdivide Lot 1 into 4 lots with deferral language and construct water and sewer infrastructure located on 284 Meadowland Drive in South Burlington, Vermont. Dear Ladies & Gentlemen: I reviewed the application and technical information submitted for the above referenced project. Unfortunately, there were items that were not included or were insufficient and I was unable to determine if this project meets the minimum standards of the Environmental Protection Rules. Please provide the following information: 1. Please submit a copy of the Permit to Construct for the water main extension. 2. Please provide a profile for the sewer collection system. 3. Please submit 2 copies of any revised plans and a revised page 4 of the application form with the latest plan references. Please respond within thirty, (3o) days from the date of this letter. Re -submittals that are incomplete or made after thirty days may result in the denial of the project. I will continue my review of the project once I receive the information requested. Please contact me if you have any questions. To expedite the review process, I have contacted your consultant regarding my review comments. Sincerely, Jessanne Wyman Regional Engineer cc: South Burlington Planning Commission David Marshall Act250 coordinator-4C1o05 Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury CIOIVI E:J**�IGII'sIEEikIINIG X50 -S0C.I fC'S. 1INICo, 10 Mansfield View Lane South Burlington, VT 05403 December 12, 2014 Updated January 14, 2015 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Mr. Ray Belair, Administrative Officer JAN 15 2015 City of South Burlington City of So. Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: South Burlington Realty Corporation Proposed 4-Lot subdivision of Lot 1 — Meadowland Business Park Preliminary & Final Plan Applications Dear Mr. Belair: Please find enclosed both Preliminary Plan application and Final Plan application packages for the proposed 4-lot subdivision of the 39.7 acre Lot 1 at the Meadowland Business Park. A total of three (3+ acre) lots are proposed to be created in addition to a 0.9 acre rights -of -way for a proposed public roadway (Randall Street) while reserving the remaining 29.1 acres of Lot 1 for future development. We have reviewed with the Department of Public Works the proposed road section. It was their guidance that based upon the likely land uses and development patterns inherent to the Meadowland Business Park that the typical roadway pavement width be reduced to 26-feet with a stabilized shoulder to support parking on one side of the street. The typical road section also proposes the implementation of grass lined swales in lieu of curbing and catch basins to collect and convey the stormwater from the roadway to the points of discharge. The waiver requests required to support the proposed road section and alignment is attached. Only the southern portion of the proposed Lot 1-D is subject the Hinesburg Road North View Protection Zone. The northern edge of the proposed Lot 1-C is subject to five (5) feet of a 20-foot wide recreation path easement that runs in the east -west direction. Stormwater will be managed consistent with the requirements set forth in the current State Stormwater Discharge Permit where flows are directed to the southeast corner of Lot 1 for initial treatment and peak flow mitigation before being conveyed to the large wet pond east of Thompson Street. The proposed stormwater culverts have been designed to convey the 25-year design storm and the supporting documentation is attached with this package. The plans utility plans have been upgraded to include supplemental information required for the State water, sewer and EPSC submittals. The largest change on the EPSC plans is that it appears that a supplemental location for placement of excess cut material is required to balance the cuts and fills on the applicant's property. As such, Mr. Ray Belair Page 2 of 2 December 12, 2014 Updated January 14, 2015 the disposal area utilized for the Lot 1 B office building project has been re -instituted to support the construction needs of this project. Street trees are now depicted on the plan. The layout and choice of species was prepared by Wagner-Hodgdon Landscape Architecture and have been depicted as an existing condition on the BlackRock Construction office building landscaping plans. We have added on the plat plan the proposed Conservation Open space limits referenced in the Open Space Agreement associated with the legal documents for the project. This completes our general summary of the proposed 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 Attachments: Preliminary Plat Application Packaae Preliminary Plan Application Application Fee of $713 ($500 Base Fee +$13 + $50 x 4 lots) Preliminary Plat & Final Application Submittal Requirements Summary Summary of Standards for Roadways, Parking and Circulation in Subdivisions Stormwater Calculations Outdoor Lighting Cuts Estimate of Probable Construction Costs List of Waivers List of Abutters 1 set of 11" x 17" plans, 5 sets of full size plans CD of application materials Final Plat Application Package Final Plan Application Application Fee of $663 ($500 Base Fee +$13 + $50 x 2 lots + $25 x remaining 2 Lots) Stormwater Calculations (Digital Only) Outdoor Lighting Cuts (Digital Only) Estimate of Probable Construction Costs (Digital Only) Traffic Study (Digital Only) List of Waivers (Digital Only) Legal Documents (Offers of Dedication, Deeds and Easements) List of Abutters 1 set of 11" x 17" plans, 5 sets of full size plans CD of application materials cc: T. McKenzie (w/ enclosures, 11x17 plans), CEA File 14183.00 (w/ enclosure) P:\AutoCADD Projects\2014\14183\3-Permitting\l-Local Applications\I -Sketch\Belair - Subdiv Sketch Cover Letter.rtf 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 Burlington, Vermont on February 3, 2015 at 7:00 P.M. to consider the follow- ing: 1. Preliminary & final plat application #SD-14-41 of SBRC Properties, LLC to subdivide an undeveloped lot of 39.7 acres into four (4) lots ranging in size from 3.0 acres to 29.1 acres, 284 Meadowland Drive. 2. Preliminary & final plat application #SD-14-42 of Adam Hergenrother for BlackRock Construction for a planned unit development to construct two (2) general office buildings of 18,500 sq. ft. and 12,000 sq. ft., 284 Meadowland Drive. Tim Barritt, Chair South Burlington Development Review Board A copy of the application is available for public inspection at the South Burl- ington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. January 15, 2015 Emplo Part -Time Administrative Assistant Faith United Methodist Church, Dorset Street, South Burlington is actively seeking a Part -Time Administrative Assistant theOther Paper • otherpapervt.com • January 15, 2015 • 15 FOR RENT For Rent in South Burlington. Fantastic 2 bedroom / 2 full bath condo in convenient SB location one quarter -mile away from St. Michael's College. Available Feb- ruary 1st. Heat included. Please call (802) 318-1458. BIRD CAGES: Two sizes - 30" h x 20" w x 24" 1. and 24" h x 14" w x 26" 1. Comes with perches and dishes. Good for small birds such as acockatiel. $20 each. 802- 363-9569. (01/09/15) ELVIS ELMO MUSICAL DOLL: Elmo Elvis was produced by Mattel in 2000. 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V ERMONT State of Vermont Department of Environmental Conservation Drinking Water and Groundwater Protection Division Essex Regional Office in West Street Essex Junction, VT 05452-4695 www.septic.vt.gov January 5, 2015 SBRC Properties, LLC c/o Timothy McKenzie P.O. Box 2204 South Burlington VT 05407-2204 Agency of Natural Resources [Phone] 802-879-5656 [fax] 802-879-3871 RE: WW-4-4378, Subdivide Lot 1 into 4 lots with deferral language and construct water and sewer infrastructure located at 284 Meadowland Drive in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on January 2, 2014, including a fee of $245•00 paid by check #035201. Under the performance standards for this program, we will have a maximum Of 3o 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 30 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. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission David Marshall/Civil Engineering Associates, Inc. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury CII/I L IINIG)ll, SIt"titIINIG A��_S0r,I Afwe' 'S. IPIC, 10 Mansfield View Lane South Burlington, VT 05403 December 12, 2014 Mr. Ray Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Phone: 802-864-2323 Fax: 802-864-2271 G-Mail: mail@cea-vt.com Re: South Burlington Realty Corporation Proposed 4-Lot subdivision of Lot 1 — Meadowland Business Park Preliminary & Final Plan Applications Dear Mr. Belair: Please find enclosed both Preliminary Plan application and Final Plan application packages for the proposed 4-lot subdivision of the 39.7 acre Lot 1 at the Meadowland Business Park. A total of three (3+ acre) lots are proposed to be created in addition to a 0.9 acre rights -of -way for a proposed public roadway (Randall Street) while reserving the remaining 29.1 acres of Lot 1 for future development. We have reviewed with the Department of Public Works the proposed road section. It was their guidance that based upon the likely land uses and development patterns inherent to the Meadowland Business Park that the typical roadway pavement width be reduced to 26-feet with a stabilized shoulder to support parking on one side of the street. The typical road section also proposes the implementation of grass lined swales in lieu of curbing and catch basins to collect and convey the stormwater from the roadway to the points of discharge. The waiver requests required to support the proposed road section and alignment is attached. Only the southern portion of the proposed Lot 1-D is subject the Hinesburg Road North View Protection Zone. The northern edge of the proposed Lot 1-C is subject to five (5) feet of a 20-foot wide recreation path easement that runs in the east -west direction. Stormwater will be managed consistent with the requirements set forth in the current State Stormwater Discharge Permit where flows are directed to the southeast corner of Lot 1 for initial treatment and peak flow mitigation before being conveyed to the large wet pond east of Thompson Street. Mr. Ray Belair Page 2 of 2 December 12, 2014 The proposed stormwater culverts have been designed to convey the 25-year design storm and the supporting documentation is attached with this package. Street trees are now depicted on the plan. The layout and choice of species was prepared by Wagner-Hodgdon Landscape Architecture. This completes our general summary of the proposed 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 Attachments: Preliminary Plat Application Package Preliminary Plan Application Application Fee of $713 ($500 Base Fee +$13 + $50 x 4 lots) Preliminary Plat & Final Application Submittal Requirements Summary Summary of Standards for Roadways, Parking and Circulation in Subdivisions Stormwater Culvert Calculations Outdoor Lighting Cuts Estimate of Probable Construction Costs List of Waivers List of Abutters 1 set of 11" x 17" plans, 5 sets of full size plans CD of application materials Final Plat Application Package Final Plan Application Application Fee of $663 ($500 Base Fee +$13 + $50 x First 2 lots + $25 x remaining 2 Lots) Stormwater Calculations (Digital Only) Outdoor Lighting Cuts (Digital Only) Estimate of Probable Construction Costs (Digital Only) List of Waivers (Digital Only) Legal Documents (Offers of Dedication, Deeds and Easements) List of Abutters 1 set of 11" x 17" plans, 5 sets of full size plans CD of application materials cc: T. McKenzie (w/ enclosures, 11 x1 7 plans); CEA File 14183.00 (w/ enclosure) PA\AutoCADD Projects\2014\1 4183\3-Permitting\l -Local Applications\1-Sketch\Belair - SAdiv Sketch Cover Letter.rtY C I V I L E'IsIrl1 ECURIl Gi A 150'S0r'.I ArE"50, !IN C 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com December 12, 2014 Mr. Tom DiPietro, Deputy Director/Stormwater Superintendent City of South Burlington Department of Public Works 575 Dorset St. South Burlington, Vermont 05403 Re: SBRC Properties, LLC 4 — lot Subdivision Randall Street, Meadowland Business Park Hydrologic/Hydrodynamic Review of Infrastructure Culvert Sizing for the Proposed Randall Street Dear Mr. DiPietro: Please find enclosed the HydroCAD report associated with the sizing of the three proposed culverts on Randall Street in Meadowland Business Park. A 25-year design rainfall event with a 24-hour depth of 4.0 inches, was used to size the culverts in accordance with the requirements of section 12.03 (E)(2) of the Land Development Regulations. The design criterion for the limits of culvert inlet control was based on a headwater to diameter ratio of 1.5. For the undeveloped areas draining to the culverts, full build -out conditions based on a 50% impervious surface coverage were assumed. Future road and Swale expansion to the south (end of the future R.O.W.) was assumed to have a 2% slope which directed all of the flows to the culverts in question (worse case scenario). The analysis was completed in conjunction with the proposed improvements by BlackRock Construction, LLC on Lot 1C where a fully compliant new stormwater pond is proposed to address all Stormwater from that parcel. Please feel free to call with questions or comments, or if additional information is required please feel free to contact me at 864-2323 x310 or at dmarshall@cea-vt.com. Respectfully, i "'----David �SM!�rshall, P.E. Project Manager Enclosures: HydroCad Model Subcatchment Plan Site grading Plan cc: T. McKenzie (w/ enclosures, 11x17 plans); CEA File 14183.00 (w/ enclosure) P:\AutoCADD Projects\2014\14183\3-Permitting\S-Local Applications\Randall Street Culverts\Dipietro Cover Letter.doc a / - I v.1x ensz,ewrroxzcorur ucrm wxex,o.us— _ ems' \ CIVIL ENGNEEF" ASSOCATES. th � r On �+..w ---- kw—SAU C _ - ioz 3 Culvert East> « I ,�� W1f.ElEOF � OSM t I _ errr O\ Ds .✓'" � %i ' ;1 r - - jam. '�.. � \ SOUTH � '• s -�,�� ;' �•- 1 / .. \, \\`'\ BURLINGTON REALTY CORP. wrursroN. VEPMON7 awl LOT SUBDIVIS/O '. ..��. � �: �:•. ; I �; `� �. OF LOT 1 .1— �:,• PwovONIP-m 0 I /\ MEADOWLAND i'.• — ' ;� '` ~ ` — _ a , i BUSINESS PARK I L•' ��\F� _. — _ — _ /\ 2 , no.ownrA��TM�4 '' / h£"WLAID DANE SOUIHBURLUNGTON VEAMONT A �_s.J1, 24" Culvert North vert South , ✓ LOCA710NMAP ! - i TIES i At /•: - art, , ., I :: � � / : /• ` �;' -' �� GRAODIONG & S DRAINAGE PLAN NOTES: - yy-- % `\ r' '/'- - - V2014 SEE SHEET FOR LEGEND NO. p w— r. . n....«.r«.x«x«n I .--r — _ter--�� 1 1' ��y �.� _ _ S GRAPHIC SCALE G L 1^-30• ' 14183 { A OK Nor Lot Sphinx Hinesburg Road 4 Existing 15" HDPE pipe 4R 6P — — �.int East Mountain 2R Existing Detention Pond GC 1 \� 19 n —V 2 OCut ert East End secti culvert t:a 1R Lot 1C P' a to GC1 (off -site) lO ----v 1 CEA OFFICE AREA O Swale Nr Randall Randall Road - north / Culve orth O Lot 1E 25R Swale West Ra all O Su4 Reach on L ink 16R 11-�� Swale Sou andall Randall Road - south 19 Culvert'Guth 26R ;7a eat Randall O Randall St - future west Randall St - future east Randall St Culverts Type/1 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD®10.00 s/n 00787 ©2012 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment A: Sphinx Runoff = 2.30 cfs @ 11.93 hrs, Volume= 0.100 af, Depth= 2.29" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Type II 24-hr 25-Year SB Rainfall=4.00" Area (ac) CN Description " 0.121 98 Impervious 0.069 74 >75% Grass cover, Good, HSG C 0.336 80 >75% Grass cover, Good, HSG D 0.526 83 Weighted Average 0.405 77.00% Pervious Area 0.121 23.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.7 60 0.0500 1.52 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.30" 1.8 15 0.0500 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.30" 2.5 75 Total Subcatchment A: Sphinx Hydrograph I 1 I I I I 1 I 1 I I 1 1 1 I I I I 1 1 1 1 I I I 1 I I I I I I I I I 1 I I I 1 I I '1 2.30 ch I I 1 --,I Tr-p-e--$1 I 247-11 h-r L51-ear`SB ,IRY1f H64d0'r' . 2 ;Runoff' reo=0.526:ac Runoff VoIlme=0T100: of Rpnoff Dgpth2.29" FIQw length=t5 ir--- I--------T--I---- r--- i----r- - -- Sope=0.050q /' I 1 I I I 1 1 I I 1 tc=2.5 m in I I 1 I I I I 1 I I I I I I I I I 1 t I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I CN-83 I 1 1 I 1 I I I 1 I I 1 1 I I I I I I I I I 1 I I 1 I I I I 1 I I 1 I I I I I I I 0- 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) � Runoff Randall St Culverts Type 11 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCADO 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment B: North Lot Runoff = 3.88 cfs @ 11.96 hrs, Volume= 0.182 af, Depth= 2.20" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Type II 24-hr 25-Year SIB Rainfall=4.00" Area (ac) CN Description 0.120 98 Recreational Path 0.874 80 >75% Grass cover, Good, HSG D 0.994 82 Weighted Average 0.874 87.93% Pervious Area 0.120 12.07% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.8 35 0.0390 0.15 Sheet Flow, Grass: Short n= 0.150 P2= 2.30" 1.4 245 0.0400 3.00 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fps 5.2 280 Total Subcatchment B: North Lot Hydrograph I I I I I I I 1 I 1 I I I I I I I 1 1 I I I 1 1 I I 1 I Runoff 4 3.88 cfs I I I 1 1 I I 1 I 1 I I I I Type 11 24«hr I I I I I I 1 1 I I 1 i I I �54ear'SB Raihfall=4.00' I 1 I I I I 1 I I I I I -1-------L--- -------1-----L---JRufioff' re=O.�494;a� . 1 I I I I I I I $ 1 I I I I I I I I Runoff VolumIe=0' 182' of I I I I I I 1 I I I T I is I 1 I 1 1 1 1 I Runoff Del pth=2.20" LL 2_ I I I 1 I 1 I I Flow n p L 9 , i I I 1 I I 1 I 1 I I I I I I I I 1 I I I I tc=M�Jy .2 rT in I I I 1 I I 1 I 1 I I I I CN=182 ----,--- - ------------------------- - - - - - ----- — �,-- I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I 1 1 I I I I I I 1 I I I I I I 1 I I I I I I I I 1 I I I I I I I I 1 I I 1 I I I I I 1 1 I I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I 1 I I I I 1 I 1 i I 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type // 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 4 Summary for Subcatchment C: Lot 1 C Runoff = 1.56 cfs @ 11.93 hrs, Volume= 0.067 af, Depth= 2.04" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Type II 24-hr 25-Year SB Rainfall=4.00" Area (ac) CN Description 0.395 80 >75% Grass cover, Good, HSG D 0.395 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.0 35 0.2000 0.29 Sheet Flow, Grass: Short n= 0.150 P2= 2.30" 0.1 55 0.2000 6.71 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fos 2.1 90 Total Subcatchment C: Lot 1 C Hydrograph i I I I I I 1 I 1 I I i I I Type 11 24hr 25-Year SB 'Rainfall=4.00" I I I 1 1 I I I I t I I i I ;Runoff' reo=0.�95 ac _ _ _ Runoff Vszlun7�e=0r067 of ,- I----r---------r-------------- - Ronoff Dopth 2.04" I I I 1 I 1 I I 1 1 I I enI I I I I I I I I I Flgw 4gth=00' I I 1 1 1 I I I I I Shope=0.�OOd 'r I I I 1 I 1 I 1 I T. I I 1 I I 1 I I I M C=2. 1 m i n I 1 1 I I 1 I I I 1 I I 1 1 I 1 1 I I I I 1 i I CN80 1 I 1 I I 1 1 1 I I 1 I i I I I I I I 1 1 I 1 1 I I I I I I I I I I I I I Q, 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) � Runoff Randall St Culverts Type 1124-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCADO 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment D: Randall Road - north Runoff = 1.53 cfs @ 11.90 hrs, Volume= 0.068 af, Depth= 2.92" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Type II 24-hr 25-Year SB Rainfall=4.00" Area (sf) CN Description " 6,497 98 Road 5,663 80 >75% Grass cover, Good, HSG D 12,160 90 Weighted Average 5,663 46.57% Pervious Area 6,497 53.43% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.8 45 0.0200 0.99 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.30" 0.1 25 0.0200 2.87 Shallow Concentrated Flow, Paved Kv= 20.3 fps 0.1 12 0.0300 2.60 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fps 1.0 82 Total Subcatchment D: Randall Road - north Hydrograph I I I I I I I I I I ! 1 f I I I I I I I 1 1 I I I i I I J53 cfs Type 11 24hr I I I I I 1 1 I I I I 5-lfiear'SB I I I Rainfall-4.00" I I I I I 1 1 i I I I I 1 I I I �unoff Area=120 60 Sf I I I I I I I I Runoff rV61Ume=0' 68 af--- ---; ---;-------;---1--- ;----; - f 1 Ronoff D'pth 2.02" I I 1 I I 1 1 1 I I 1 i I I I I 1 1 1 I 1 I I Flgw 4ength=$2' WC I I I I 1 I I 1 I 1 tc=1I;.0 min I I I 1 1 I I I I 1 I I 1 I I I I I 1 1 I I I I 1 d CN-19O I I I 1 I I I 1 I I 1 I I I I 1 I I I 1 I I 1 I i I I I I 1 1 I I 1 1 I I 1 I I I I I I I I I I I 1 I I I I 1 1 I I I I I I 1 I 1 I ! I 1 I I I 1 I I 1 I I I I I I I I I I 1 I I I I I I I f I I I I I I 1 I 1 I 1 I I I I I 1 I I I I I I I I I I I I 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type 11 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment E: Randall Road - south Runoff = 1.90 cfs @ 11.90 hrs, Volume= 0.085 af, Depth= 3.02" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Type II 24-hr 25-Year SB Rainfall=4.00" Area (ac) CN Description 0.167 98 Road 0.130 80 >75% Grass cover, Good, HSG D 0.040 98 sidewalk 0.337 91 Weighted Average 0.130 38.58% Pervious Area 0.207 61.42% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.8 45 0.0200 0.99 Sheet Flow, Road Smooth surfaces n= 0.011 P2= 2.30" 0.1 25 0.0200 2.87 Shallow Concentrated Flow, Road Paved Kv= 20.3 fps 0.1 15 0.1000 4.74 Shallow Concentrated Flow, Grass Grassed Waterway Kv= 15.0 fps 1.0 85 Total Subcatchment E: Randall Road - south Hydrograph I I I I I I I I I 1 I 1 ----�-_--I----r---�----r---+----I----t----1----I----+---ti----r---t---- ❑Runoff I I I I I I I I I I I I I I 1.90 cfs I I I I I 1 I I I I 1 I I I Tripe 11 24.'hr �5-bear' SB 'Rainfall'=4.00" :Runoff ;Are6=0.337 ac Runoff Volume=0 085, of R}anof f !1 'L1 I IIDepth,: 3.02" - - I ---- ----- - - - -- _ __ Flow 4en6th=$5' LL i I I t 1 I I I I I I I I I I I 1 1 I I I i I I I I 1 1 1 I 1 I I I c=1.0 min 1 I I 1 I I I 1 I I I i 1 � 4 I I I 1 I I 1 1 1 I I �N=,91 I I 1 I I I 1 1 I I I I 1 I i I I 1 1 I 1 1 I I I I 1 I i I I 1 1 I 1 I I I I I 1 I i I I 1 1 I I I I I I 1 I I i I I 1 1 I I I I I I I I I I I I I I I 1 1 1 I 1 1 I I 0 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type 11 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment F: Randall St - future east Runoff = 3.03 cfs @ 11.90 hrs, Volume= 0.134 af, Depth= 2.82" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Type II 24-hr 25-Year SIB Rainfall=4.00" Area (ac) CN Descriotion " 0.280 98 Road 0.290 80 >75% Grass cover, Good, HSG D 0.570 89 Weighted Average 0.290 50.88% Pervious Area 0.280 49.12% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.9 60 0.0200 1.05 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.30" 0.3 35 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fr)s 1.2 95 Total Subcatchment F: Randall St - future east Hydrograph I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 3.03 cfs --------- _______F___}___ ____}___ ---- L.--- }____,____F_..._�___ Tripe 11 24-'hr g5-Year'SB 'Rainfall;=4.00" I I I I I 1 I I I I I I I I ;Runoff Area=0.670;ac - --- ----, --- --�------11----; -Rono f V6,'1u6e=OT134' af- 2 Runoff Depth=2.92" I I I I I I I I I Flow �enQ th= 9 5' o I I I I I I I I I t J LL I I I I I I 1 I I I I I I I I I I I I 1 Sjop�=0.0200 T c=l;.2 min 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I tN189 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) ❑ Runoff Randall St Culverts Type // 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment G: Randall St - future west Runoff = 3.03 cfs @ 11.90 hrs, Volume= 0.134 af, Depth= 2.82" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Type II 24-hr 25-Year SIB Rainfall=4.00" Area (ac) CN Description 0.280 98 Road 0.290 80 >75% Grass cover. Good. HSG D 0.570 89 Weighted Average 0.290 50.88% Pervious Area 0.280 49.12% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.9 60 0.0200 1.05 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.30" 0.3 35 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fps 1.2 95 Total Subcatchment G: Randall St - future west Hydrograph I I I I I I I I I I I I I I I I I 1 I I I I I I I I f ®Runoff i I I I I I I I I I I I I I J.103 cfs_____1_______.____1..___4-___-4____+.__- }4____ 3 Type 11 24«hr �5-Year;SB ;Rainfall;;=4.00" i I I 1 I I I I ' I I I 'Runoff' rea=0.670 ;ac i I I I I I I i i - , --- ---; --- ;----; ---, --- I ;----; -Runoff V 4umi =0f'F34i, af - 2 Runoff Depth=2.$T' FIQw Length=05' I I I I I I I I I I $ O rpF p?=0.�(f'12O4 _i I I I I I I 1 I I T I I I I I I I I I _.4____I___----__.I--_I_-__}___ I_____ti.__.._+____ 1 l I I I I I I I I I I Tc=1;.2 thin I I I I I I I I I I I I I I 1 I I I I I I I I CN�89 i I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I 1 I 1 I 1 I 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type 11 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCADO 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment H: Lot 1 E Runoff = 15.89 cfs @ 11.94 hrs, Volume= 0.729 af, Depth= 2.82" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Type II 24-hr 25-Year SIB Rainfall=4.00" Area (ac) CN Description 1.550 98 50% coverage impervious 1.550 80 >75% Grass cover, Good, HSG D 3.100 89 Weighted Average 1.550 50.00% Pervious Area 1.550 50.00% Impervious Area Tc Length Slope Velocity Capacity Description min (feet) (ft/ft) (ft/sec) (cfs) 3.5 Direct Entry, Subcatchment H: Lot 1 E Hydrograph I I I I I 1 I I I I I I I I � Runoff 171 ----I--1.---j----L--- 16 15.88 1 �1 11 �1 1---- 1 1 I I 1 1 I I I I I T-Ipe-fF24�hr- 15 1 1 1 1 1 I I 1 1 1 1 1 I r*r;rt25-1ea_rr 14SB�Ranfall?=4.dO"_ 13 I I I I I I I 1 I - ;----r---t---�--- --- ;--- ---;---�ut�r�=34eo-;ae- -t----------i----F---1---- o'off 12---+- fu�+Al---�Vo773;-- af= 10- I I I I I I I I 1 I pI IIt"_ �J1 'L-__�_-- J----L --- J ---- �---I---J� ---R-- �^}T—a �•�•8� 3 9 1----L---1---'�----L---J----L---1----1----L---'1--- ^-- ��-y1I�-`--- c - I I I 1 IL I IL I 1 I I v .� 8 1 8 Ili LL 8-1----1----1---J----L---J----L---1---�----L---J-------------I---- I 1-_--1 I I 1 1 I I I /I///���� I^A 1 I I 1 I I I 1 I I I I I 6 I I I 1 1 1 I 1 I I 1 I _-7----j---T---1----r---1----j---T----1----r---'1----j ---T----1---- 5- 1 1 1 1 1 1 1 1 I I I I I I -T----1----T---1----r----1----r---T---1----r---�----�----7----1---- 4 1 I I I I I I I I I I I I I 3 1 I I I I I 1 I I I I I I I 2 -'1--------+----'1----1'---'i----1----+----1----+---"1----1----+----1---- 1 I ! I I I I I I I I 0 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type 1124-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCADO 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 10 Summary for Subcatchment I: CEA OFFICE AREA Runoff = 13.80 cfs @ 11.96 hrs, Volume= 0.671 af, Depth= 2.64" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Type II 24-hr 25-Year SB Rainfall=4.00" Area (ac) CN Description 1.242 98 IMPERV, FULL BUILDOUT, INCLUDES RT 116 1.753 80 >75% Grass cover, Good, HSG D 0.061 74 >75% Grass cover, Good, HSG C 3.056 87 Weighted Average 1.814 59.36% Pervious Area 1.242 40.64% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.2 16 0.0500 1.17 Sheet Flow, Rooftop Smooth surfaces n= 0.011 P2= 2.30" 2.5 20 0.0350 0.13 Sheet Flow, grass Grass: Short n= 0.150 P2= 2.30" 0.1 22 0.0350 2.81 Shallow Concentrated Flow, grass Grassed Waterway Kv= 15.0 fps 0.4 71 0.0250 3.21 Shallow Concentrated Flow, parking Paved Kv= 20.3 fps 0.4 83 0.0430 3.11 Shallow Concentrated Flow, grass Grassed Waterway Kv= 15.0 fps 0.8 249 0.0120 4.97 3.90 Pipe Channel, 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 Corrugated PE, smooth interior 1.1 211 0.0040 3.33 4.09 Pipe Channel, 15.0" Round Area= 1.2 sf Perim= 3.9' r= 0.31' n= 0.013 Corrugated PE, smooth interior 5.5 672 Total Randall St Culverts Type 11 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 ©2012 HydroCAD Software Solutions LLC Page 11 Subcatchment I: CEA OFFICE AREA Hydrograph ---7----r---t---I--r---7----r---r---7----r---y----r._ -r--- 15 I 1 1 I 1 I 1 I 1 I I I I ❑Runoff 1L1L___J____L___1___J____L___J____L___i lil 13 3,80 CIS 14 1II d11 -IIh'r�------;-,----r---, ,---- ------1 - 13 --- �5rSB ffgI--fCijI- f- _ 1 1 I 1 1 I I 1 i I I I 1 F I I I I I I 1 Ran re ' I I I I I I I I I I I I I 10 ;----; ---;---_;----L--- ; ---- ; --- _-R#nokV-q un4p=%6-7-f -af- 9 I I I I I I I 1 1 I I I y -----r---T----1----r--- ,----r---T---,--RpnooDqpt=2:041 8 I I I I I I 1 I I 3 I I I I I 1 I 1 Iro L- n ` 2 7 I I I I I I I 1 I I 21 -T----I----T----1----r---,----f- T----,----r-- -,- - -- J r--, -- 6 I I I I I I I 1 I I I tf 5 n M- � I 5 II-1- I ---- I ---- LI --- iI ----II- --- -1 --- �CN47- I I I I I I 1 I I 1 I 4 I I I I I 1 I I I I I I I I °-�----r---t----1----r----1----r---t---ti----r----I----r---T----I---- 3 1 I I 1 I I I I I I I 1 I I _L___J____L___1___J____L___J_-__L 2 I 1 I I I I I I 1 I I 1 1 I _____r___T___,_.___r_T____�_____ r___.3____r___T__.__I____ 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type/1 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 ©2012 HydroCAD Software Solutions LLC Page 12 Summary for Subcatchment J: East Mountain Runoff = 12.15 cfs @ 11.91 hrs, Volume= 0.554 af, Depth= 2.82" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Type II 24-hr 25-Year SB Rainfall=4.00" Area (ac) CN Description 1.210 98 Impervious 0.200 74 >75% Grass cover, Good, HSG C 0.945 80 >75% Grass cover, Good, HSG D 2.355 89 Weighted Average 1.145 48.62% Pervious Area 1.210 51.38% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 60 0.0600 1.63 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.30" 0.1 20 0.0500 4.54 Shallow Concentrated Flow, Paved Kv= 20.3 fps 0.2 50 0.0500 3.35 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 0.9 205 0.0320 3.63 Shallow Concentrated Flow, Paved Kv= 20.3 fps 1.8 335 Total Subcatchment J: East Mountain Hydrograph ---1----I----1---- J----L----I----I----1-------�'---'�----1----1----I---- ' ' ' ' I ' ' ' I ■Runoff 13 I I I I I I I I 1 I I I I I 12.15 cfs 1___— ___1___..I_...__L.___ _______1—___I—__— 12 Type II.24-hr_ -t----r---t---y----r---y----r---t---1----r -- -- „- ' �25-`Tyear'SBRainfal'-4,d0'_- T----I----T----I----r---I----r---f -1- � 1 10 1 1 1 1 1 1 I 1 I I -1--------1-------L---------�---1---il-Runoff #--eO=2.' 55�'ac- I 1 I I I I 1 I I I 1 9 � 1 I 1 I I I I I I I I I I 1---- --1--- ;--- --- ;----L--- ;--Rlrinoff-VQllnlpe=0 554;-af - 6 I _ i�' 1 I -i----r---i--------r---i----r---i----y-- R�A7T-�.pt6=2��-Zq-'- 30-T----r---T---1----r---1----r---T---1- - flow tow-3 5'- LL 6 I I I I I I I 1 1 I -1----1----1----I----L---J----I----�-------L---�--- /�t t"In I-'--- I I I I I I I I 1 I 1 #V= 5 I I I I I I I 1 1 I I I----~---J.----4----I---4----L----4- ___1____ 4 -t----r---t-------r---ti----r---t---1----r----1----r---t----I---- 3 I 1 I I 1 I I 1 1 1 1 I 1 1 I I 1 I I I I 1 I 1 1 I I I 2 I I I I 1 I I 1 I 1 I I 1 I t 1----L---1---J---L---J---L---1---J----L---------1----1---�---- 1 I 1 I I I 1 1 I I I I I I 1 1 1 I 1 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type 11 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 13 Summary for Subcatchment K: Hinesburg Road Runoff = 6.94 cfs @ 12.10 hrs, Volume= 0.510 af, Depth= 3.12" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Type II 24-hr 25-Year SB Rainfall=4.00" Area (sf) CN Descriotion 56,902 98 Road 28,567 80 >75% Grass cover, Good, HSG D 85,469 92 Weighted Average 28,567 33.42% Pervious Area 56,902 66.58% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.8 45 0.0200 0.99 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.30" 3.2 15 0.0110 0.08 Sheet Flow, Grass: Short n= 0.150 P2= 2.30" 13.9 1,252 0.0100 1.50 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fos 17.9 1,312 Total Subcatchment K: Hinesburg Road Hydrograph I I I I I I I I I I I I I I 1 I 1 1 —I----i-- ---I---- 1--- —I----L --- 1--- 6.94 cfs I I 1 I I I I I I I I I I I r Type 11 24:hr 1 I 1 I I I I --;----; --- ;-------1--- P-YnrSB VRa1%faW--4.-OO 6" I 1 I I I 1 I 1 1 I 1 I I 1 I I --------- --- -------i--- ---- ---runoff ArgO=85RI469 sf 5 Runoff V61ume=OT510! of - ;-------r--- --t--- ;----. --- Runoff D�pthc3.12,E 1 Flow length=1I,3' 2' 3.. I 1 1 I I 1 I 1 I 1 Tq=17�.9 ^'In i I I 1 I 1 1 I 1 1 I I CN: I I I I I I I I I I 1 I 19 — I I I I I I 1 I I 1 I I I I I 1 I I I 1 I I I I I I I I I I 1 I I 1 I i I I I I I J--_—L__._1___J----L___ _—L__1___J---- L___ 1--- I 1 I I I I 1 I I I I I I 1 I I I I I ! 1 I I I I I I I I 1 1 I i I I I I I I I I I 1 I I I I 1 1 I I I I 1 I 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Runoff Randall St Culverts Type/1 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 14 Summary for Reach 2R: GC 1 Inflow Area = 8.893 ac, 44.97% Impervious, Inflow Depth = 2.48" for 25-Year SB event Inflow = 24.32 cfs @ 11.96 hrs, Volume= 1.838 of Outflow = 21.12 cfs @ 12.08 hrs, Volume= 1.838 af, Atten= 13%, Lag= 6.8 min Routing by Stor-Ind+Trans method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Max. Velocity= 2.39 fps, Min. Travel Time= 4.0 min Avg. Velocity = 0.28 fps, Avg. Travel Time= 34.8 min Peak Storage= 5,288 cf @ 12.01 hrs Average Depth at Peak Storage= 1.69' Bank -Full Depth= 2.00' Flow Area= 12.0 sf, Capacity= 31.53 cfs 2.00' x 2.00' deep channel, n= 0.120 Side Slope Z-value= 2.0 '/' Top Width= 10.00' Length= 580.0' Slope= 0.0398 '/' Inlet Invert= 377.00', Outlet Invert= 353.90' Reach 2R: GC 1 Hydrograph 1---J-------1 ---1---J-------L---1----I----I----L---1----I---- ft 26T;----------T-------;----T-10floW-Aeea24-; ;--------;---;i4vg.- F�o�nr DepM�� :r9' I I I I I I 1 I I I I I I I Max- e-_ 39 fps-20- I I L I I I y� 18. I 1 I 1 I I I I I I I In L-) 0 __.T___ 16 I I I I I I I I I I 1 158 14-T-------r---r--- T---�----r---r----------r---r� 0,4-- 3 I I I I I 1 I 1 I I I I 1 t c---�--- ----I---1---J,-------1--- a:12 I I 1 I I I I I 1 I 1—O.©VJVI I 1 1 I I I I I I 1 I I I I 10 ;�apacjty=;31.$3 ifs 8-T---'i----I----r---T----1----,----r---T---�---r---r------�---- I I I 1 I I 1 I I I I 1 1 I ..l_--J--------L---1---J----1----L---J----I-'---1----1'-__1---J---- 6" 1 I I I I 1 I I I I I 1 I 1 I I 1 I I 1 I I I I I 1 I 4. I I I I I 1 I I I I I I I I i I I 1 I I 1 1 I I 1 1 1 1 0 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) ■ Inflow 10 oufflOw Randall St Culverts Type 11 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCADO 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 15 Summary for Reach 4R: Point Inflow Area = 14.144 ac, 45.71% Impervious, Inflow Depth = 2.59" for 25-Year SB event Inflow = 38.79 cfs @ 12.04 hrs, Volume= 3.056 of Outflow = 38.79 cfs @ 12.04 hrs, Volume= 3.056 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Reach 4R: Point Hydrograph _ I I I I I I I __ I I 1 I I I ■ Inflow �01mow 4 , 38.79 ds 1J____I____L___1___J____I____L___1___J____L___L___1___J____ 38.79 cfs I I I I I � f11___ �Yeft=4 A„ #e-- 38 I I I I I I I 36. _1'----I----I----4'---1---'I----I----'---1----I----1----L---1----1---- 34 i•' I I 1 I I I I I I I I I I I 32 1---J----I----l------j ---- I----�-------I---- I I I I I 1 1 I I I I I 1 I 30 -+---+----1-------+-------1-------+-------------;---�---- / 28 1 I I I I I I I 1 I I 1 I 1 26 1---J----I----L---1---JI -------L---1---J----L---L---1---J---- I I 1 1 I I I 1 I I I 1 I �. 22.. , I I I I I I 1 I 1 I I 1 I I 0 20 .-1---J-------L---1---J--- ----L---1----I----I----L---1---J---- I 1 1 I I I I 1 1 I I I 18 I I -+-------I----1---+-------I----4----{----4---- ---4----4----4---- 16 I 1 I I I 1 I I I I 1 I I I ,� - T--- 1----I---- r - -- T - -- 1----1---- r- - -T--- 1---- r- - -- r - -- 1---1---- 14 -1---J-------L---1---.J----I----L---1---J----L---L---1---J---- I I I I I 1 1 I 12 I I I 1 1 I _+___ I_-__I__--1----}--- I -_--I-_-_}___ 4_-_1----F----}--- 10 1 1 I I I I 1 1 1 1 I -T---i----,----r---T----1----,----r---T----i----r----r---T----1 8 i _1___J_-__I--__L__-1___J----I_--_L__-1---J--__L---L___1___J---- I I I 1 I I I I I 6 I I I I I t___y____I____r_--.I.--_y____1____}___.t___y----r.___}_-_y_-_y____ 4 1 I 1 1 1 I 1 1 1 1 1 1 1 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type 1124-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 16 Summary for Reach 15R: Swale North Randall Inflow Area = 3.949 ac, 50.12% Impervious, Inflow Depth = 2.83" for 25-Year SB event Inflow = 17.92 cfs @ 11.94 hrs, Volume= 0.931 of Outflow = 16.08 cfs @ 12.00 hrs, Volume= 0.931 af, Atten= 10%, Lag= 3.8 min Routing by Stor-Ind+Trans method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Max. Velocity= 2.13 fps, Min. Travel Time= 2.4 min Avg. Velocity = 0.54 fps, Avg. Travel Time= 9.2 min Peak Storage= 2,318 cf @ 11.96 hrs Average Depth at Peak Storage= 1.30' Bank -Full Depth= 1.00' Flow Area= 5.0 sf, Capacity= 9.52 cfs 1.00' x 1.00' deep channel, n= 0.120 Side Slope Z-value= 4.0 '/' Top Width= 9.00' Length= 300.0' Slope= 0.0537 '/' Inlet Invert= 370.00', Outlet Invert= 353.90' Reach 15R: Swale North Randall --- Hydrograph --- ---1----I --- -- ---I --- --- ---T-------1----�-- I----1 1----I 1 1 I---- 1 I I I T-------,----r---7----1----,----r---T---1---- ■Inflow 20 i 17.92 ds i --- i----I- - - -� --- --- --- ----I I -- i----I----i I I _ t I I I 1 I 1 I--- I- I 1 I --- I____I___ Outflow 18 -; --- ;----;----1---; --- ;----;----; -1nfta a-�► a 3�. 4 - - - 17 1s.ae�rs 1 1 I I I I 1 1 I I 1 -7---7----r---r---tI ---�----r---rMY���"".(([' 16 1 I I I 1 I I 1 I• 1 15 �. -1---J----;----�---1--- J----;----L---1-- � xV, &=2.13 fps 14 .--- 11111 +----1-------+-------1----+ ------ �-------}---;-- - ---- 13 �. �,,. 1 I 1 I I I I I I I I 1 110 _ 1 '-'I.-------1----I- ,' I I I 1 I I I I I I 1 I 1 -r---�----r---r---T----1----r---r----t----I----r---r---- ---�'--- i--- I_ I I I ---I----� ���VIn_ I I I I I I I ' - ... 10 ,' -1---J----1----L---'L---J----I----J'---A---J----I--__L---1_-_J-__- 6 I I I I I I I I I I I I I I -r----1----I----r---t----1----I---- 7 1 I I I I 1 1 6 . - -------I----I ---1---�-------L--- t--- 1-I ---I-----L-I ---tI I--- , -- -- 1 1 I 1 5 i 1 I I 1 I I -1___J____I____L___1___J____1____L___ a___ J____L 3 . 1 I I t I I I I I I I I I I -7-------I----r---7----1----Y'---r----r---1----r---r----r---1---- 2 1 0 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type 11 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 17 Summary for Reach 16R: Swale South Randall Inflow Area = 0.907 ac, 53.69% Impervious, Inflow Depth = 2.90" for 25-Year SB event Inflow = 3.92 cfs @ 11.94 hrs, Volume= 0.219 of Outflow = 3.60 cfs @ 12.03 hrs, Volume= 0.219 af, Atten= 8%, Lag= 5.6 min Routing by Stor-Ind+Trans method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Max. Velocity= 1.50 fps, Min. Travel Time= 3.3 min Avg. Velocity = 0.43 fps, Avg. Travel Time= 11.5 min Peak Storage= 722 cf @ 11.98 hrs Average Depth at Peak Storage= 0.66' Bank -Full Depth= 1.00' Flow Area= 5.0 sf, Capacity= 9.67 cfs 1.00' x 1.00' deep channel, n= 0.120 Side Slope Z-value= 4.0 7' Top Width= 9.00' Length= 300.0' Slope= 0.05537 Inlet Invert= 370.00', Outlet Invert= 353.40' :Z-TTnTi1.1:i WTI n&n. M7X i kF11 Hydrograph I I I I I 1 I 1 I I I I I I 1 I I I I I I I I I I I I 1 ■ Inflow ---t----1----r---r---r-------1----r---r---1--- ----r- -r- -+--- 3.92 cfs 1 I I I I I I I I I I I I 1 � Outflow 4 ' 10floW Afea=0.907I i ac I I I I I I Atea! 3.60 cfs I 1 1 I I 1 ;Avg. Flow; Depth; 0.66' __---_-1_-_.-____I.____�___�-__ Max Vet"1.50 fps 3 '� I I I I I I I I 1 I I 1 I I I I I I I I I I I I I ji I 1 1 I I 1 I I I I I I n_10.120 I 1 1 I I I I I I 1 I I I 1 1 I I I I 1 I 1 I 1_L=�00,0, - I I 1 I I I 1 I I 1 I LLp 2II II 11 II II I I II 1 1 1 II 0.05I 53I' /' I, I i -1--- J---- ----'____L--- i--- '---- ----i-C@pagkty;=9. -- cfs I I 1 1 I I 1 I I I I I I I 1 I I I I I I I I I I 1 I I 1 1 I 1 I I I I I I I I I I I I I 1 I I I I I 1 I I I I 1 1 I 1 I I 1 I I I 1 I I 1 I I I I I I I 1 I I 1 I 1 1 1 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type 1l 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 18 Summary for Reach 25R: Swale West Randall Inflow Area = 0.570 ac, 49.12% Impervious, Inflow Depth = 2.82" for 25-Year SB event Inflow = 3.03 cfs @ 11.90 hrs, Volume= 0.134 of Outflow = 2.03 cfs @ 12.12 hrs, Volume= 0.134 af, Atten= 33%, Lag= 13.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Max. Velocity= 0.89 fps, Min. Travel Time= 9.3 min Avg. Velocity = 0.23 fps, Avg. Travel Time= 36.0 min Peak Storage= 1,151 cf @ 11.96 hrs Average Depth at Peak Storage= 0.64' Bank -Full Depth= 1.00' Flow Area= 5.0 sf, Capacity= 5.81 cfs 1.00' x 1.00' deep channel, n= 0.120 Side Slope Z-value= 4.0 '/' Top Width= 9.00' Length= 500.0' Slope= 0.0200 '/' Inlet Invert= 381.40', Outlet Invert= 371.40' Reach 25R: Swale West Randall Hydrograph I I I I I I I I I I I I ■ Inflow 1 I I I I I I I I I I I I ❑ oufflow 3- 16floW Afea=0.570I Oc � I I I I I I I I I I I I I I I I I I I I I I 1 ;Avg. FlowI: Depth=0.$4' I I I I I I I I i I I I ! � Max 'Ve1=0.89 f s -1--- J ---- ----I----L---1-------I----L_--1---J---- 2.0I --' -- I I I I I I I I 1 I 1 I n '0.1 ?0 3 cfs I I 1 I I I I I 1 I I I = I I I I I I I I I I I I I 2 L=a000 � • W ' ' S.�10.0200 I I I I I I 1 I I I 1 I I I I I I 1 1 I I I t i _ .�._r__I__ �4___ apa�ity, 5.-1 ifs I I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I 1 I I 1 I I I 1 I I I I 1 I I I I I I 1 I I I I I 1 I 1 I I 1 1 1 I 1 I 1 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type 11 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 19 Summary for Reach 26R: Swale East Randall Inflow Area = 0.570 ac, 49.12% Impervious, Inflow Depth = 2.82" for 25-Year SB event Inflow = 3.03 cfs @ 11.90 hrs, Volume= 0.134 of Outflow = 2.70 cfs @ 11.99 hrs, Volume= 0.134 af, Atten= 11%, Lag= 5.1 min Routing by Stor-Ind+Trans method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Max. Velocity= 2.68 fps, Min. Travel Time= 3.1 min Avg. Velocity = 0.75 fps, Avg. Travel Time= 11.1 min Peak Storage= 505 cf @ 11.94 hrs Average Depth at Peak Storage= 0.39' Bank -Full Depth= 1.00' Flow Area= 5.0 sf, Capacity= 23.25 cfs 1.00' x 1.00' deep channel, n= 0.030 Side Slope Z-value= 4.0 '/' Top Width= 9.00' Length= 500.0' Slope= 0.0200 '/' Inlet Invert= 381.50', Outlet Invert= 371.50' Reach 2611: Swale East Randall Hydrograph I I I I I I I I I I I 1 I I ■ Inflow I I 1 I I I I I I I I I 1 3.03 cfsr___r___Y___y____I_____r___t___ 13Outflow Inflow Atea�0.570 Ac 3- I I I I I I I I 1 1 1 I I I I I I I 1 I I I 2.70 cfa ;Avg. FlowI, Depth=0.39' I 1 I 1 I I I 1 1 I I I I I Max 'VO-2.68 fps `- -1--- j---- I---- IF --- L---1---1 ----I-I ---1'---"I--- j---- 1--_'L_._.'--'-- I I I I I I I 1 I 1 I I I I I I 1 I I I 1 I 1'1-10 .0 30 I I I I I I 1 I I I I I _ 2 I I 1 I I I 1 I I I I I L00 01 = N I I 1 I I I I 1 I I I I I I I I 1 I I 1 1 1 I I p I I I I I I I I I I 1 S-�0.02001 LL I I I I I I I I 1 I I � I I I I 1 I I I 1 1 I I I I Capacly=23.- 5 1 I I I I I I 1 I I I I I I I I 1 I 1 I I I I I I I I I I I 1 I I I I 1 I I I I I I I I 1 I I I I I I I I I 1 I I 1 1 I I I 1 I I I I I 1 I I I I I 1 1 I I I I I 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type // 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCADO 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 20 Summary for Pond 1 R: Pipe to GC1 (off -site) Inflow Area = 3.056 ac, 40.64% Impervious, Inflow Depth = 2.64" for 25-Year SB event Inflow = 13.80 cfs @ 11.96 hrs, Volume= 0.671 of Outflow = 13.80 cfs @ 11.96 hrs, Volume= 0.671 af, Atten= 0%, Lag= 0.0 min Primary - 13.80 cfs @ 11.96 hrs, Volume= 0.671 of Routing by Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 394.98' @ 11.96 hrs Device Routing Invert Outlet Devices #1 Primary 379.60' 15.0" Round Culvert L= 300.0' Ke= 0.500 Inlet / Outlet Invert= 379.60' / 377.10' S= 0.0083 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 1.23 sf Primary OutFlow Max=13.46 cfs @ 11.96 hrs HW=394.23' (Free Discharge) L1=Culvert (Barrel Controls 13.46 cfs @ 10.97 fps) 15 13 Pond 1 R: Pipe to GC1 (off -site) Hydrograph ..-t---7----f----r---r----1----r---r---t----I----I--'--r---t----t--- I 1 I I I I I I 1 1 I I I I 4.___J____I____L___}.___J____I____L___1___�____1____L___1___J___ fs I 1 I I I I I I II0 I A I I I I 1I II I -I +I -- -+---- -------I ----I ----I-----WI eaI k�I lev;1 39"�� }8N!_ I I I -1---J---- 1I---JI---- L---1---J---- L*- 1 I I I 1 I I I 1 I I I 1 -T___-1-___I____r___T___-I-__-I____r.__-T----I-----,{I1-,-_-r_■////-►►►►__'TL■___-1--- 1 I I I I I I 1 I end- CU -o #- -'+--------I-----'-------'�----I----I"------- 1 I 1 IL I I I IL I I I 1 I I -1---J----1----L---1---J----I----L---1---11----I----L.--- 1 1 I 1 1 1 I 1 1 1 I I n=U.-01 (- I I I I I I I 1 I I I I V I I 1 I I I I I I I _+___.i____1____r___.f___y____I____h.__-+---1____I____ 00 _ 1 I I 1 I I 1 I I I I I __-J____I____L___1___JY—J� y �LZ VJ 2 I I 1 I I I I I I I IS © 008 I,I• I I 1 I I I I 1 I I I -T---i----1----r---T----i----I----r---7--- ----1----r---T---"1--- 1 I I 1 I I I I 1 1 I 1 1 1 I I I I I I I 1 1 I I I I 1 J---_I____L___1_.._J____I_.___L__._1___J_---I____ L____ 1__. ._J___ I I I I I 1 I I I I I I I I 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Inflow ❑ Primary Randall St Culverts Type // 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 21 Summary for Pond 6P: Existing Detention Pond Inflow Area = 2.355 ac, 51.38% Impervious, Inflow Depth = 2.82" for 25-Year SB event Inflow = 12.15 cfs @ 11.91 hrs, Volume= 0.554 of Outflow = 0.43 cfs @ 13.43 hrs, Volume= 0.374 af, Atten= 96%, Lag= 91.3 min Primary = 0.43 cfs @ 13.43 hrs, Volume= 0.374 of Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Starting Elev= 382.00' Surf.Area= 2,862 sf Storage= 2,417 cf Peak Elev= 385.46' @ 13.43 hrs Surf.Area= 6,895 sf Storage= 18,911 cf (16,494 cf above start) Plug -Flow detention time=1,086.0 min calculated for 0.319 of (58% of inflow) Center -of -Mass det. time= 836.2 min ( 1,631.7 - 795.5 ) Volume Invert Avail.Storage Storage Description #1 381.00' 26,832 cf Custom Stage Data (Prismatic) -fisted below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 381.00 1,971 0 0 382.00 2,862 2,417 2,417 383.00 3,883 3,373 5,789 384.00 5,020 4,452 10,241 385.00 6,268 5,644 15,885 386.00 7,632 6,950 22,835 386.50 8,356 3,997 26,832 Device Routinq Invert Outlet Devices #1 Primary 383.00' 18.0" Round Culvert L= 40.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 383.00' / 382.00' S= 0.0250'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 1.77 sf #2 Device 1 384.00' 2.0" Vert. Orifice/Grate C= 0.600 #3 Device 1 385.40' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #4 Secondary 386.50' 4.0' long x 8.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.43 2.54 2.70 2.69 2.68 2.68 2.66 2.64 2.64 2.64 2.65 2.65 2.66 2.66 2.68 2.70 2.74 Primary OutFlow Max=0.42 cfs @ 13.43 hrs HW=385.46' (Free Discharge) t-1=Culvert (Passes 0.42 cfs of 8.78 cfs potential flow) T--3=Orifice/Grate 2=Orifice/Grate (Orifice Controls 0.12 cfs @ 5.65 fps) (Weir Controls 0.30 cfs @ 0.80 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=382.00' (Free Discharge) t-4=B road -Crested Rectangular Weir( Controls 0.00 cfs) Randall St Culverts Type 11 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 22 Pond 6P: Existing Detention Pond Hydrograph I I I I I I I I I 1 I I 1 1 ® Inflow 1 I I I I 1 I 1 I I I 1 1 I T---T---7---T---r ---i _--1----,----1--- �OUMOW El ,' �• ' 1 I I I I I I r� /� ,, �/��L -I----r---I--- I--- I----t---+---,1nf1Ckw '�k jaa.355-ac- Primary Secondary 13 ' ' -� -I-------I----I---'�---'I'---'L---�-- {�- eak 9l ev=38115.-46 12 •- ,- I I I I I I 1 I -r---r---I----t----1---�---r---r--- r---r-- r-- --- I I I I I 1 1 i 8 _-_1___! _--F-_-I_--- 7 7-__1I I I 1 I I I I 1 -r---r---r---I----I---Y---r---r---r---r---r---r---r---I--- LL 6 I I I I 1 I I I I I I I 1 -L---I----L---1---J---1---1---1---L---L--- IL --- 5 -r'---I----I----1---I---'7---T---T---'r---r---I----I----I---1--- q -1"---1----1----I---4---L---F----I----I----4--- 3 / ' 0.43 cis 2 ' 0.43 cis E0.00 cis O 0 20 40 60 80 160 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type/1 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 23 Summary for Pond 17P: Culvert North Inflow Area = 3.670 ac, 49.86% Impervious, Inflow Depth = 2.82" for 25-Year SIB event Inflow = 16.62 cfs @ 11.94 hrs, Volume= 0.863 of Outflow = 16.62 cfs @ 11.94 hrs, Volume= 0.863 af, Atten= 0%, Lag= 0.0 min Primary = 16.62 cfs @ 11.94 hrs, Volume= 0.863 of Routing by Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 373.60' @ 11.94 hrs Device Routing Invert Outlet Devices #1 Primary 371.40' 24.0" Round Culvert L= 67.0' CPP, end -section conforming to fill, Ke= 0.500 Inlet / Outlet Invert= 371.40' / 370.00' S= 0.02091 Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 3.14 sf Primary OutFlow Max=16.09 cfs @ 11.94 hrs HW=373.53' (Free Discharge) L1=Culvert (Inlet Controls 16.09 cfs @ 5.12 fps) Pond 17P: Culvert North Hydrograph ---+----1 _----------r----I----I--1---- I I I I I I 1 I I I I I I ■ Inflow ,' ---r--- ,-- r---r---t-- - ----r r--- 1--r---r---r- ,---- ■ Primary 18 1662019 I I I I I 1 1 I I I I 17 ,66)cis -; --- ,----,----; - - -; --- ;----,----�nfQvy Aria=��0-�-- -T---'1----I----r--- T---'1----I---- 1 16 I I I -T---1--------r---T---1----I----r--- - - -`-,�V�V -- 15 I I I I I I Ir---T---I----I----r---T---I---- T---�----j ---r--- T---_I ---- 1---- ' 1 ----i----I----L - -- --- -I- - -- u-- I I I I I I I I I I 13 ' -1---J----I----1---1---J-----I----�---1-------1----� --- ---- 1 i ' I I I I I I I I I _IQ. �11 I y^_y I� 1 1---J----1---- L ---1--- J----1---- L---1--- -- I I I I I I I 1 I RON�� VN� J____I____L___1---.J____I____L___1___J-_--I____L___1 I I I I I I I I 1 1 I I 1 0 9--+---'a----I----I'---+---4----1----4---+---4----I----�---+----I---- 8 I 1 I I I I 1 I I I I J- I`AL -+----+----I----I----+-------I----1----+---'1----I----II- `�67-.W-- I I I I I I 1 1 I I I I I I 6 .' -t---�--- i----r---t---ti--- i----r---t----I----S .0209"7-- 5 I I I I I I 1 1 1 1 1 1 1 1 4 1 1 I 1 1 1 I 1 1 I I 1 1 I _T-__1__--I-_--r.--_T___l____1___- r___T___l____I__-_r___T-__1--__ 3 . 1 1 I I 1 I 1 1 I I IF 1 1 -T-- ..�_.-..-i----r---T----1----1----�----I----r---T--- i---- 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type // 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 24 Summary for Pond 18P: Culvert South Inflow Area = 0.570 ac, 49.12% Impervious, Inflow Depth = 2.82" for 25-Year SIB event Inflow = 2.70 cfs @ 11.99 hrs, Volume= 0.134 of Outflow = 2.70 cfs @ 11.99 hrs, Volume= 0.134 af, Atten= 0%, Lag= 0.0 min Primary = 2.70 cfs @ 11.99 hrs, Volume= 0.134 of Routing by Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 372.33' @ 11.99 hrs Flood Elev= 372.50' Device Routing Invert Outlet Devices #1 Primary 371.50' 15.0" Round Culvert L= 76.0' CPP, end -section conforming to fill, Ke= 0.500 Inlet / Outlet Invert= 371.50' / 370.00' S= 0.0197 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 1.23 sf Primary OutFlow Max=2.61 cfs @ 11.99 hrs HW=372.32' (Free Discharge) L1=Culvert (Inlet Controls 2.61 cfs @ 3.08 fps) Pond 18P: Culvert South Hydrograph --- --- --- ---- --- --- ----- - - - - -- --- ----------- --- --- I 1 1 1 1 I 1 I I 1 I 1 1 I I I I I I I 1 I 1 I I I I I ■ Inflow 3 c Primary s 0oft jnf1ow!Ar6a=0.5T0 Peak bev-372.3T - I I I I 1 I I I 1 I I I I p1r 2 2I I I I I 1 I 1 I 1 1 I I Rownd CUIvort 1 I I I I I 1 I I I I I I I `cNi I I I I 1 I 1 1 I 1 1 I I I I 1 I I 1 I I 1 1 1In=0.013 a I I I I I I 1 1 I 1 I p I 1 1 I I I 1 1 I I I 1 i i LL 1 I 1 1 I 1 I 1 I 1 I 1- Lw' - r- -- - --r -------r--- -------r---r- - -T --- --- 76..V -r " I I 1 I I 1 I 1 I I I I I 1 1 I I 1 I I I I I I I I 1 1 I I t I I I I S=0.0197 '/' I 1 1 I I I I I I I I I I I b LA 1 1 1 I 1 I I I I I I I 1 1 1 1 1 I I I I 1 I I I I I I 1 I 1 1 I 1 I 1 I 1 1 I I I 1 1 I I I 1 I 1 I I 1 1 1 I I 1 1 1 I 1 1 I I I I 1 I I 1 I 1 I 1 I I I I I 1 I 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type/1 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCADO 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 25 Summary for Pond 19P: Culvert East Inflow Area = 13.237 ac, 45.16% Impervious, Inflow Depth = 2.57" for 25-Year SB event Inflow = 35.19 cfs @ 12.04 hrs, Volume= 2.837 of Outflow = 35.19 cfs @ 12.04 hrs, Volume= 2.837 af, Atten= 0%, Lag= 0.0 min Primary = 35.19 cfs @ 12.04 hrs, Volume= 2.837 of Routing by Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 357.50' @ 12.03 hrs Device Routing Invert Outlet Devices #1 Primary 353.90' 30.0" Round Culvert L= 52.0' CPP, end -section conforming to fill, Ke= 0.500 Inlet / Outlet Invert= 353.90' / 353.40' S= 0.0096'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 4.91 sf Primary OutFlow Max=34.57 cfs @ 12.04 hrs HW=357.43' (Free Discharge) t1=Culvert (Barrel Controls 34.57 cfs @ 7.04 fps) Pond 19P: Culvert East Hydrograph I 1 I I I I Inflow --- r-- -- ----r--- r---T---t----I rttrrr� -- --■ ®Prima 38 35.19 cfs I I I I I I 1 1 I I I I 36 35.19 ch=T___i____' r___T,i___ r„((T].W Jre;,23._.c__ 1-------I----L--- 1---J----I--- ■T 34 i _1___J____I____L___1___JIL--- 1 _� _ __ L_ - �T 3 - --- -------1----4.---4---- ----------Peak_ [ey= iO'-- 30 I I I I I I I I I I I 28 I MA' . T-1----I----r---T---l----I----r---T-1----1----r---T --- _ I 1 I I I I----I--_-� I I ---- ---- ---- ----- - — --- -- 24 -1---J--- ---- ---1---J----I----L---1---JRolnd-C-01vort-- ..-. I I I 1 1 1 I 1 I I I I q 20z1 I I I I I I I I I I I n�0.�� V 3 18 I 1 1 ____Ir___yII ____1r ____I1I _--tI1 -__yI ---_ --_yIII F`O-59-- 0`-f-'' 16 1 1 I --T---�I---- - �--iQTII 14- -_ c_-_--Q1r1rI. 6-,-�I, ---- --- J ---- -L--- 1---J---- 10 1--- 4____I---- -__-+--- ._---I---_I'I--- _ I ---- _w__-4__ --- IL_1 I - 8 6 T---1----I---- r--- T--- l----I----r---T---'j----I---- r--- T--- l---- 4 I 1 1 1 I I I I I I 1 1 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type/1 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCAD® 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 26 Summary for Pond 22P: End section culvert Inflow Area = 14.144 ac, 45.71 % Impervious, Inflow Depth = 2.59" for 25-Year SB event Inflow = 38.79 cfs @ 12.04 hrs, Volume= 3.056 of Outflow = 38.79 cfs @ 12.04 hrs, Volume= 3.056 af, Atten= 0%, Lag= 0.0 min Primary = 38.79 cfs @ 12.04 hrs, Volume= 3.056 of Routing by Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 357.22' @ 12.04 hrs Device Routing Invert Outlet Devices #1 Primary 353.30' 30.0" Round Culvert L= 28.0' CPP, end -section conforming to fill, Ke= 0.500 Inlet / Outlet Invert= 353.30' / 353.00' S= 0.0107 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 4.91 sf Primary OutFlow Max=38.20 cfs @ 12.04 hrs HW=357.16' (Free Discharge) L1=Culvert (Inlet Controls 38.20 cfs @ 7.78 fps) Pond 22P: End section culvert Hydrograph I I I I I I I IFI I I IFI I ■ Inflow - - -T----1----1----r---T---�----I----r---T---�----I----I---T---1---- ®Primary 42 — L�__._1 ___ J11_--___ 38.79 ds 1___J____I____L___1___J____I---_L_llll��_ 40 11_ 38.79 cfs _ i iiii___�w��L�Q�fl��_�3fS__ �� 38 ---------------------------------- - Ip-��-���--J----v�r-----L- �J]1-{{-�,-- 36 - i --- �----i----� --- i --- i----i----i ---ii C'-LrIC��7-.-22!-- 34 —T---7----I----r---T---i----I----r---'r---i----I----r---T---1---- 3 I I I I I I I I--- 1--- 1-------- I ---- I I I I I I I I I I I I 30 —+--- I----I----�---a -------I----�---1-------1----I --- I{� I��y� 111c 26 ,� �[ �ry� `QI —T---l----I----r---T---1----1----r---T--- �!-_Q4n_ 1Ye,SI 26 —---J----1-------1---J----1----L---1---J _Y 0, IL I 1 IL I I I I I 1 I I I I I I I I I I I I I I I I R _ 22 —T---1----I----r---T---1----1----r---T---'I----1----r -- ,' 0 20 —1-------I----L---1---J----1----L---1---J----1----I 1 Y - r —� W .' I I I I I I I 1 I I I I 14 I I I I I I I I I I 1 I I I —1---J----1----L---1---J----1----L--- 1--- J———— I I I I I 1 I I I I I 12 ', —+_—_ _—_—I_______+___1____I____F___+—__i____1____----+_--i____ 10 I I I I I 1 I I I I I I I I 8 i _1___J____I____L___1___J____I____L____1___J____I____ L___1_—_J____ I I I I I I I I I I I 1 1 I 6 +___y___--- ._--r-.__+___y____I____ 4 I I I 1 I I I I I 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Randall St Culverts Type 11 24-hr 25-Year SB Rainfall=4.00" Prepared by Civil Engineering Associates, Inc. Printed 12/12/2014 HydroCADO 10.00 s/n 00787 © 2012 HydroCAD Software Solutions LLC Page 27 Summary for Pond 24P: Existing 15" HDPE pipe Inflow Area = 1.962 ac, 66.58% Impervious, Inflow Depth = 3.12" for 25-Year SB event Inflow = 6.94 cfs @ 12.10 hrs, Volume= 0.510 of Outflow = 6.94 cfs @ 12.10 hrs, Volume= 0.51Oaf, Atten= 0%, Lag= 0.0 min Primary = 6.94 cfs @ 12.10 hrs, Volume= 0.510 of Routing by Stor-Ind method, Time Span= 0.00-300.00 hrs, dt= 0.05 hrs Peak Elev= 408.24' @ 12.10 hrs Device Routinq Invert Outlet Devices #1 Primary 405.40' 15.0" Round Culvert L= 410.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 405.40' / 388.00' S= 0.0424 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 1.23 sf Primary OutFlow Max=6.91 cfs @ 12.10 hrs HW=408.22' (Free Discharge) t-1=Culvert (Inlet Controls 6.91 cfs @ 5.63 fps) Pond 24P: Existing 15" HDPE pipe Hydrograph I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I ■ Inflow 1J---J__-_L.___L___1___J____1-____L1_—_J----I____LL___ 6.94 CIS1 1 I I I I I I I I 1 1 ®Prima 7 6.94ds Jnflow;Ar0a=1, .902 oc -, --- ,--- ;----r---r--- ;--- ;----,-- Aeak EIev-408.24'- - I I I I 1 I I I 6 I I I I I I I 1 i I I I---I----1 I 1 I I I I I 1 I I I 1 1 I I I I I I I 6 I I 1 I I 1 1 I I -1---J--- ---- --- --- -------I--------Round CUIvort- 1 1 I I I I I I I I I 1 1 4 I 1 1 I I I I I 1 I I In=b.O1 3 I I I I I I I I I I I I 1---1----r'--T---T---1----I--------T----------- -- LL, I 1 I I I I I I I I I �=410'0' I I I I 1 I I I I I I � I I I I I I I I I S=0.0424'/ `- I I I I I I 1 I 1 I I I I I 1 I I I I I I I I I I 1 I I 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Time (hours) Preliminary Application Package Preliminary Plat & Final Application Submittal Requirements (1) Items (1) through (9) in Section 15.05(A) (1) Name and address of the owner of record and applicant. This information is depicted on the Drawing Border. (2) Name of owners of record of contiguous properties. This is depicted on the Plat plan and the general site plans. (3) Date, true north arrow and scale (numerical and graphic). The preferred scale shall be not more than one hundred (100) feet to the inch, or not more than sixty (60) feet to the inch where lots have less than one hundred (100) feet of frontage. True north is oriented up on all plans and all of the plans are at a scale of 1" = 30'. (4) Location map, showing relation of proposed subdivision to adjacent property and surrounding area. A location map showing the site at a scale of 1" = 2000' is shown on the plans. (5) Boundaries and area of: This information is depicted on the Plat Plan Sheet P-1. (a) All contiguous land belonging to owner of record, (b) The proposed subdivision, and (c) Existing zoning districts (boundaries only). (6) Existing and proposed layout of property lines; type and location of existing and proposed restrictions on land, such as easements and covenants. This information is depicted on the Plat Plan Sheet P-1 and is interspersed with the existing conditions plans and the utility plans. (7) Type of, location, and size of existing and proposed streets, structures, utilities, and open space. This information is depicted on the Site Utility Plan Sheet C1.5. (8) Existing water courses, wetlands, floodplains, wooded areas, ledge outcrops, and other natural features. This information is depicted on the Existing Condition Plan Sheet C1.2. (9) Location of existing septic systems and wells. There are none as all of the properties in the area are served by municipal water and sewer. (2) For applications including commercial or industrial uses or multifamily dwellings, or applications made as a PUD, all information required for site plan review in Section 14.05 (D) of these Regulations as outlined below. (1) Legal data: (a) A list of the owners of record of abutting properties, which may be generated by the Department of Planning and Zoning or by the applicant. A list of abutting and cross street owners is attached with this application package. Page 1 of 7 (b) Boundaries of existing zoning and special districts on the subject property and adjacent zoning and special district boundaries. This information is depicted on the Plat Plan Sheet P-1. (c) Area and boundaries of the property, building or setback lines as required in this chapter, and lines of existing streets and adjoining lots, as shown on a survey. This information is depicted on the Plat Plan Sheet P-1. (d) Streams, drainage ways, and associated stream buffer areas as set forth in Article 12. This information is depicted on the Existing Condition Plan Sheet C1.2. (e) Reservations, easements and areas dedicated to public use, if known, shall beshown. This information is depicted on the Plat Plan Sheet P-1. (f) Lot dimensions and survey data, and section and lot numbers of the subject property. This information is depicted on the Plat Plan Sheet P-1. (2) General project description: (a) The title of the development, date, North arrow, scale, name and address of the owner of record and of the applicant, if other than the owner, and of the engineer, architect, landscape architect or surveyor preparing the plan shall be shown on a preliminary site plan map. This information is shown on the border of each plan sheet. Where the applicant or owner is a corporation, the Development Review Board may require the names and addresses of all officers, directors and principal stockholders of said corporation. The preferred scale shall be not less than one (1) inch equals thirty (30) feet. The site plan has been developed at a scale of 1" = 30' (b) Such map shall show the applicant's entire property, adjacent properties, streets within two hundred (200) feet of the site, approximate location and dimensions of all existing structures, and location of all existing structures on adjacent properties and within one hundred (100) feet of the site boundary. At the discretion of the Administrative Officer or Development Review Board, the required area of the site plan may be increased. This information is depicted on the Plat Plan Sheet P-1. (c) Such map shall show proposed structures, access points, and general internal circulation. Sheet C1.1 shows the proposed improvements associated with the project. (d) Existing and proposed contours at a maximum vertical interval of two (2) feet. Two foot contours are depicted on the existing condition and grading plans. (3) Existing conditions: (a) Location of existing structures on the site There are none, and showing all site conditions to remain. This information is depicted on the Existing Condition Plan Sheet C1.2 and the proposed grading plan on Sheet C1.3. Page 2 of 7 (b) Location of watercourses, waterbodies, wetlands, floodplains, and floodplain boundaries as determined by the Federal Emergency Management Agency or as mapped by the City of South Burlington, watercourses, wetlands, rock outcrops, wooded areas, existing vegetation, and other significant natural features on the site. This information is depicted on the Existing Condition Plan Sheet C1.2. (c) Topographic contours and profiles as needed. This information is depicted on the proposed grading plan, Sheet C1.3 and on the road profile shown on Sheet C2.0. (d) Existing structures and access points on adjacent properties, including those directly across a public street. A large overview of the property is provided on Sheet C1.0. (4) Development data: (a) All means of vehicular access and egress to and from the site onto public streets, and all provisions for pedestrian access and circulation. The proposed subdivision will be served by a new roadway, "Randall Street" where Cots IC, 1D and I will be served. (b) One set of preliminary plans, elevations, floor plans, and sections of proposed structures showing the proposed location, use, design and height of all structures, roads, parking areas, access points, sidewalks and other walkways, loading docks, outdoor storage areas, sewage disposal areas, landscaping, screening, site grading, and recreation areas if required. Plans shall also show any proposed division of buildings into units of separate occupancy and location of drives and access thereto. This application does not propose for the approval of any specific buildings. (c) The location and layout of any off-street parking or loading areas, traffic circulation areas, pedestrian walkways, and fire lanes. The plans do depict the proposed pedestrian circulation loop around the perimeter of the project in addition to the proposed roadway and sidewalk system. The proposed development information for the individual lots is not a component of this application. (d) Analysis of traffic impacts, if required by the traffic overlay district and/or the DRB. As the application does not seek approval of any specific land uses, this item is not applicable. (e) Lot area in square feet and acres, and lot coverage calculations including building, overall, and front yard coverage. This information is included on the submitted application form. (f) The location of all proposed waterlines, valves and hydrants and sewer lines or of alternative means of water supply and sewage disposal and treatment. This information is depicted on the Site Utility Plan, sheet CI.S. Page 3 of 7 (g) Cut sheets for all proposed outdoor lighting within the site. The proposed exterior lighting fixtures located at the intersection of Randall Street and Meadowland Drive is attached with the application package. (h) Preliminary grading, drainage, landscaping and buffering plan in accordance with Article 13, Supplemental Regulations. The proposed grading for the site is depicted on Sheet C1.3. (i) The extent and amount of cut and fill for all disturbed areas, including before- and- after profiles and cross sections of typical development areas, parking lots and roads, The profile of the proposed road is shown on Sheet C2.0. and including an erosion and sedimentation control plan, and proposed locations of sediment sink/setting pond and interceptor swales. The proposed EPSC plan is found on Sheet C3.0. (j) Proposed stormwater management system, including (as applicable) location, supporting design data and copies of computations used as a basis for the design capacities and performance of stormwater management facilities. The Meadowland Business Park benefits from a master plan approval where the stormwater infrastructure is designed and permitted to provide both stormwater treatment and peak flow mitigation for the development of all of the lots to a 50% lot coverage standard. This project, coupled with the previously approved development of Lots 1A and IB, creates a total lot coverage of 10.3% for the original 49.5 acre Lot 1. As such, there is ample reserve capacity in the system to handle the flows which are not directed to the street stormwater conveyance (pipe) system but to a grass lined swale that discharges to Pond #1 located in the southeasterly corner of Lot Iwhich in turn discharges to Pond #2 on the east side of Thompson Street. (k) Detailed specifications and locations of planting, landscaping, screening, and/or buffering materials. The proposed landscaping plan shows the street trees is shown on Sheet L-1. (1) The location of all existing and proposed site improvements, including drains, culverts, retaining walls and fences. The site improvements for the project a generally shown on Sheet CI.1 while the drainage improvements are on Sheet C1.3 and C1.4. (m) The location of any outdoor storage for equipment and materials if any, and the location, type and design of all solid waste -related facilities, including dumpsters and recycling bins. None of these features are proposed with this project. (n) Location and design of all energy distribution facilities, including electrical, gas, and solar energy. The proposed utility distribution is shown on Sheet U.S. (o) Lines and dimensions of all property that is offered, or to be offered, for dedication for public use, with purpose indicated thereon, and of all property that is proposed to be served by deed covenant for the common use of the property owners of the development. The proposed offer of dedication for the pedestrian easements is shown on the Plat Plan Sheet P-1. Page 4 of 7 (p) Estimated project construction schedule, phasing, and date of completion. The proposed schedule calls for construction to begin in the Spring of 2015 and be completed by mid -summer 2015. (q) Estimated cost of all site improvements. $296,000. See attached estimate of probable construction costs. (r) Estimated daily and peak hour traffic generation, and an estimate of traffic generation during the peak hour of the adjacent street traffic. As there are no new land uses proposed with the project there will be no change in the existing trip ends from the property. (s) Finished grades of walls, pavements, and storm drains. The proposed Site Grading Plan, Sheets C1.3 and C1.4 shows this information. (t) Detailed plans of retaining walls, steps, ramps, paving, and drainage structures. The plan package includes supporting details (C4 series) and specifications (C5 series) addresses this requirement. (u) Estimate of all earthwork, including the quantity of any material to be imported to or removed from the site or a statement that no material is to be removed or imported. The amount of imported granular materials is estimated to be approximately 1,700 CY. No material is proposed to be removed from the site. (v) Location and dimensions of all proposed water supply, sanitary sewerage, stormwater system, and other utility lines and equipment, including connections to existing facilities. The existing and proposed utilities are depicted on Sheet C1.5. (w) Detailed landscaping plan, including type, size, and location of all materials used and plans for buffer screening and fencing in conformance with Article 13, Section 13.06, Landscaping, Screening, and Street Trees. The proposed landscaping plan showing the street trees is shown on Sheet L-1. (x) Locations, types, and cut sheets for all exterior lighting. The proposed lighting distribution is shown on Sheet L-1. (5) Other: Any other information or data that the Administrative Officer or Development Review Board shall require for a full assessment of the project pursuant to this article. (3) Plans and profiles showing existing and proposed elevations along center lines of all streets within the subdivision. The proposed profile of the road is shown on Sheet C2.0 while the Site Plan Improvements, grading and utilities are shown on Sheets C1.1 through C1.S. (4) Plans and profiles showing location of street pavements, curbs, gutters, sidewalks, manholes, catch basins and culverts. The proposed profile of the road and water main is shown on Sheet C2.0 (5) Plans showing the location, size and invert elevations of existing and proposed sanitary sewers, storm water drains, and fire hydrants and location and size of water, gas, electricity and any other utilities or structures. The proposed Site Utility Plan, Sheet C1.5, shows this information. Page 5 of 7 (6) Details of proposed connection with the existing sanitary sewage disposal system The proposed Site Utility Plan, Sheet C1.5, shows the proposed connection point to the existing sewer main. or adequate provision for on -site disposal of septic wastes. (7) Preliminary designs of any bridges or culverts which maybe required. The proposed drainage culverts are shown on the Grading and Drainage Plan Sheets C1.3 and C1.4. (8) The location of temporary markers adequate to enable the Development Review Board to locate readily and appraise the basic layout in the field. Unless an existing street intersection is shown, the distance along a street from one corner of the property to the nearest existing street intersection shall be shown. The existing gravel road provides a good reference feature for the proposed roadway layout. (9) List of waivers the applicant desires from the requirements of these regulations. This has been attached. (10) Base flood elevation data for proposed development that contains at least fifty (50) units or five (5) acres, if appropriate. The base flood elevation date does not extend on to or adjacent to this property. (11) A complete survey of the subdivision, prepared by a licensed land surveyor, showing the location, bearing and length of every street line, lot line and boundary line, and existing and proposed restrictions on the land, including but not limited to access ways and utility easements. Where applicable, this information shall be tied to reference points previously established by the City. The survey information is depicted on the Plat Plan Sheet P-1 with supporting information included on Sheet P-2. D. Final Plat Application. (1) Items (1) through (10) in Section 15.08 above Please see above. (2) For applications including commercial or industrial uses or multifamily dwellings, or applications made as a PUD, all information required for site plan review in Section 14.05 (D) of these Regulations. Please see above. (3) The length of all straight lines, the deflection angles, radii, length of curves and central angles of all curves tangent distance and tangent bearings for each street. This information is shown on the Plat Plan Sheet P-1. (4) By proper designation on such plat, all public space for which offers of cession are made by the applicant and those spaces title to which is reserved by him. The Plat Plan as well as Sheet C1.1 shows the proposed pedestrian easements to be offered to the City. (5) The location of all open space to be dedicated to the City as well as all open space to be retained by the applicant or to be held in common private ownership. The Site Improvements Plan, Sheet CI.1, shows the riparian corridor along Potash brook where no development is proposed. (6) Lots within the subdivision numbered in numerical order within blocks, and blocks lettered in alphabetical order. The lot numbers are shown on all of the plans. (7) The location of all the improvements and utilities, including the location of all utility poles, utility cabinets, sewage disposal systems, water supply systems, and all Page 6 of 7 details and locations of the stormwater management system. These Utility Improvements are shown on Sheet C1.5. (8) Permanent reference monuments shown thus: "X" and lot corner markers shown thus: "O". A more conventional means of depicting the existing and proposed monument locations consistent with Land Surveying standards has been utilized on the Plan. (9) Construction drawings of all required improvements. The typical sections, profiles, details and specifications are included in the plan package. (10) Supporting Documents (a) Copies of proposed deeds, agreements or other documents showing the manner in which open space, including park and recreational areas, and school site areas are to be dedicated, reserved and maintained and a certificate from the City Attorney that these documents are satisfactory. A proposed Open Space Agreement has been provided which protects the riparian corridor area along Potash Brook. (b) A copy of such covenants or deed restrictions as intended to cover all or part of the tract. A list of the legal documents for the project is outlined below. Open Space Conservation Agreement IOD for Randall Street Warrantee Deed for Randal Street Temporary Easement for Hammerhead Sewer easement for Lots IC and IE Offer of Dedication for Pedestrian Path Easements Pedestrian Path Easements Slope Easement (c) A prospectus describing the management organization if one is required. None is proposed beyond deed restrictions and supporting easements. (d) In the case of a subdivision or development served by a privately owned and/or maintained street: Not Applicable (11) A complete survey of the subdivision, prepared by a licensed land surveyor, showing the location, bearing and length of every street line, lot line and boundary line, and existing and proposed restrictions on the land, including but not limited to access ways and utility easements. Where applicable, this information shall be tied to reference points previously established by the City. The survey information is depicted on the Plat Plan Sheet P-1 with supporting information included on Sheet P-2. Page 7 of 7 ARTICLE 15 SUBDIVISION and PLANNED UNIT DEVELOPMENT 15-14 15.12 Standards for Roadways, Parking and Circulation in PUDs and Subdivisions A. Street Layout. The arrangement of streets in the subdivision shall provide for the continuation of arterial, collector and local streets of adjoining subdivisions and for proper projection of arterial, collector and local streets through adjoining properties that are not yet subdivided, in order to make possible necessary fire protection, movement of traffic and construction or extension, presently or when later required, of needed utilities and public services such as recreation paths, sewers, water and drainage facilities. Where, in the opinion of the Development Review Board, topographic or other conditions make such continuance undesirable or impracticable, the above conditions may be modified. In no case shall gates of any kind be permitted across public or private roads, or driveways serving more than one dwelling unit. The proposed road layout allows for the future extension of the roadway that could terminate in a formal cul-de-sac or perhaps continue to create a loop back on to Meadowland Drive. B. Relationship to Traffic Overlay District. In all PUDs and subdivisions in which the provisions of the Traffic Overlay District in Section 10.02 of these Regulations apply and in which the Traffic Overlay District provisions conflict with those of this section, the more restrictive provisions shall apply. This road does not fall within the Traffic Overlay District. C. Topography. Streets shall be logically related to the topography so as to produce usable lots, reasonable grades, and safe intersections in appropriate relation to the proposed use of the land to be served by such streets. Adequate provisions shall be made in the project's stormwater management system to prevent flooding in the streets and erosion or other adverse impacts on adjacent properties. The proposed street vertical alignment generally follows the original topography (pre fill) except at the entry where the 3% queuing area is provided at the intersection with Meadowland Drive. D. Criteria for Public and Private Roadways. (1) In reviewing PUD, subdivision and master plan applications, the DRB shall have the authority to require the construction of roadways to City standards and the dedication of roadways to the City. The DRB also shall have the authority, subject to the limitations in (3) below, to waive this requirement and to allow private streets, and/or public streets not built to full City standards as set forth in Table 15-1 and Figure 15-1. (2) Public roadway required. The DRB shall require a roadway to be built to City standards in Table 15-1 and Figure 15-1 and dedicated to the City as a public roadway if one or more of the following situations applies: (a) The proposed roadway will or could provide a future extension to an adjoining property. This road has the potential to be extended to service the undeveloped South Burlington Land Development Regulations Effective May 6, 2013 ARTICLE 15 SUBDIVISION and PLANNED UNIT DEVELOPMENT 15-15 (b) The right-of-way or proposed alignment of the proposed roadway is consistent with the right-of-way for a proposed City street shown on the Official Map; the City Council shall have the authority to determine if a proposed right-of-way with a similar location and/or alignment to a right-of-way on the Official Map must be required to be a public roadway. Not applicable. (c) The Development Review Board determines that the proposed length of a roadway or the significance of the roadway within the City's street network warrants public ownership. TBD (d) The proposed roadway serves one (1) or more lots occupied by and/or proposed for non-residential or mixed -use development. Yes. (3) Private roadways allowed. The DRB may at its discretion.... Not applicable and the remaining portion of this section has been removed for brevity. (4) Connections to adjacent parcels. If the DRB finds that a roadway extension or connection to an adjacent property may or could occur in the future, whether through City action or development of an adjacent parcel, the DRB shall require the applicant to construct the connector roadway to the property line or contribute to the cost of completing the roadway connection. The road is being extended to the proposed end of the ROW. It is indeterminate at this point on whether there are any benefits to extending the roadway further. (a) In any such application, the DRB shall require sufficient right-of-way to be dedicated to accommodate two (2) lanes of vehicle travel, City utilities, and a ten -foot wide grade - separated recreation path. (5) Nothing in this section shall be construed to limit the authority of the DRB to grant waivers of public roadway standards subject to the provisions of §15.12(D)(4). Please see later discussion on this. E. Standards for Construction of Roadways (1) All streets shall be constructed completely by the applicant. Acknowledged (2) All public roadways shall be built to the specifications in Table 15-1 and Figure 15-1, unless specifically authorized otherwise by the DRB in its final approval of the subdivision or PUD. Acknowledged Please see waiver discussion based on meeting with Public Works. The Proposed public (Randall) Street has a paved width of 26' with an additional 3' shoulder of crushed stone on one side to facilitate periodic parallel parking. This has been reviewed with Mr. Justin Rabidoux and based on the character of the typical land uses of the Meadowland Business Park preferred a narrower pavement width than the 32 foot standard called out in footnote 2. (3) All private roadways shall be built to the specifications set forth in this section with the exception of curbing and widths. All private roadways shall be a minimum width of twenty-six (26) feet with parking and twenty (20) feet without parking. (4) Modification of Roadway Standards. In any PUD or subdivision, the DRB may specifically authorize modification of the City's roadway standards in Table 15-1 below if it specifically finds that such modification is in furtherance of Comprehensive Plan policies and South Burlington Land Development Regulations Effective May 6, 2013 ARTICLE 15 SUBDIVISION and PLANNED UNIT DEVELOPMENT 15-16 the goals for the specific zoning district in which a project is located, and that such modification is consistent with provisions for the public health, safety and welfare and the orderly development of the City. In making such a finding, the DRB shall consider the recommendation of the City Engineer, Director of Public Works and Fire Chief with respect to the City's ability to provide public services to the proposed subdivision or PUD. Table 15-1 Street Design Standards(l) Arterial Collector Local Private Minimum ROW width 80, 60' 50' — 60' prov'd n/a Minimum pavement 261(4)/20' width 48' 30' 28'(2) — 26'+3' prov'd Curbing required? DRB discretion yes yes None proposed no Maximum grade 6% 8% 10% — 8% prov'd Minimum grade 0.5% 0.5% 0.5%— 3% prov'd Minimum radius of curves (3) 1000, 500' 300'— 180' prov'd Minimum tangent length between reverse curves 200' 150' 100'— NA Minimum distance between center line offsets 400' 300' 200'— >1000' Angle at intersection of street center lines 90° 90° 800-900— 800 prodd Minimum vertical sight distance 400' 300' 200' - 202' prov'd Minimum horizontal sight distance 800' 500' 300' >300' prov'd Maximum grades within 100' center line of intersection 2% 3% 3% 3% prov'd Notes: (1) All streets proposed within the Central District shall comply with the minimum right-of-way width, minimum pavement width, and other standards contained in the South Burlington City Center Streetscape Design Guidelines Handbook. (2) Minimum pavement width for local streets intended to serve primarily commercial or industrial uses outside of the Central District shall be 32 feet unless determined otherwise by the DRB pursuant to Section 15.12(D)(4) above. (3) Minimum radius of curves shall be measured at centerline of pavement. This standard is acknowledged to vary in order to conform to minimum sight distance requirements. (4) With parking (5) Without parking South Burlington Land Development Regulations Effective May 6, 2013 ARTICLE 15 SUBDIVISION and PLANNED UNIT DEVELOPMENT Figure 15-1A, Street Detail, Typical Section STREET DETAIL Typical Section 50'.0' LOCAL 60'-D' FUTURE COLLECTOR �'- FACE OF GUARD RAIL TOP SOIL -- -, y �..-.. 0.0278 FT/F— • ♦ • TEL , � 22' 0" MIN. J FILL SECTIOIV 80'-0' FJ-URE ARTERIAL R.O.W 15-17 12' 0' _. f 3.5' i I. Si .OBIT. CONC. PAV. (2-1/2' BASE COURSE. 1 1/2' SURFACE) / 3' CRUSHER RUN GRAVEL IV GRAVEL BASE COURSE, 24'�for ARTERIAL AND COLLECTOR 0.0278 FT/FT ROAD STABILIZATION FABRIC 2, 0 �FILLQ UNDERDRAIN RAVEL BEDDI NE BEDDING WRAPPED lK 16 C E OWATER MAIN S' COVER 1 C(1T SECTION 01ES: Materials to conform to VT Agency of Transportation Standard Specifications for Construction, 2001 editior Use guard rail for fill greater than 10 feet or flatten slopes to 1-3. Base course to be placed first year. Surface course to be placed second year. All gravel to be approved by City Engineer or his/her designate. Figure 15-1B, Street Details, Residential, Commercial or Industrial Street ReSldential, Commercial, Incustnal STREET DETAIL Typical Section 50' 0' LOCAL 60'-0' FUTURE CCILLEC'TOR 60'-0' FU^JRE ARTERIAL R.O.W. AL RES. Or/ CONC PAY64ENT 1!' 0'*16N7DU�� bin $-f—CON /INOU5. 2.5Ti.s .AND .On.HaIM COUBCOR 0.0208 FTrFT 0.02 TR r-/FTHER RUN Ce AVEL �� O O ,'ONCRETE CURDC•L 9ASE COURSEW "Ri STORM SEWEREL !EELEC-, TOP SCIILOAS. ANO COl TV (PVC OR HOPE)Alva SAKE H— GRAVEL BEE) Y4' OR 1' SO`IE EWEi 1L,NMJRAIhIFNEEOEO WIERE Ig5.51BF, 'ElFPr1OtC'4' .00iL RES 1 T n / 1 (.; E'ER MAPI S COVER R-KTRIC. TV/CAOLE 910ULD M U'•r X AL--COM /alOU;. IN �p [p��g -�F' IN IO EASEMENT LOCATED OU'SIOE'HE C70LLELTp( �117'[V'1'Y1N./ STREET RO.W.) INDUNT IAL and OO(lE{TCR FILL SECTION CUT SECTION NOTES. 1. Materials to conform to VT Agency of Transportation Standard Specifications for Construction, 2001 edition. 2. Base course to be placed first year. Surface course to be placed second year. 3. All gravel to be approved by City Engineer or his/her designate. 4. All Strom sewer structures to be approved by City Engineer. SCALE - NONE South Burlington Land Development Regulations Effective May 6, 2013 ARTICLE 15 SUBDIVISION and PLANNED UNIT DEVELOPMENT 15-18 Figure 15-1C, Street Details, Streets with Concrete Curbs Street with Concrete Curbs -- — — — — -- k 10' 0• GIN"LE O-IVE ' ' IS- C' Mu&-E CF:VE i n ,i6' G' : oMMERCIAL DERIVE ;n CIRAsS 4_ } Cl fir. 7JC, SIN...,LE DRIVE T ���.;0 - aS C' COMMERCIAL DRIVE � ["' A DIAN SIDEWUX THICKINT'SS IN DFJIVE AREA 8"RFSIDENMAI., 8" CONDAERCIALI N= RIAL SECTION A -A f �r 9"TUMt'40-5 CONCRI-E 0-4 G" CCP4C7.E'= EAPAWAGN JUINt gCONCRETE L),2tVE} ry ONIVE STgaE- r / �U SECTION-4 B-B South Burlington Land Development Regulations Effective May 6, 2013 ARTICLE 15 SUBDIVISION and PLANNED UNIT DEVELOPMENT ure 15-1D, Street Details, Streets without Concrete Curbs For Streets Without Concrete Curbs CULVERT 15" MIN. DIAMETER (SIZE TO BE IN DETERMINED BY THE CITY) DITCH f �y O. )GE OF SHOULDER EDGE OF PAVEMENT Ar 15-19 10'-0" SINGLE DRIVE (MIN.) 15' 0" DOUBLE DRIVE (MIN.) 36'-0" COMMERCIAL DRIVE (MAX. = = = = i DITCH C L A PLAN [STING AIDE VERTICAL RADIUS as NEEDED 12'-0" IQ EDGE OF SHOULDER EDGE OF PAVEMENT � r r )RIVE GRADE . CULVERT IF NEEDED SECTION A -A South Burlington Land Development Regulations Effective May 6, 2013 ARTICLE 15 SUBDIVISION and PLANNED UNIT DEVELOPMENT Typical CUI-de-Sac Figure 15-1E, Typical Cul-de-Sac F. Entrances (1) The nearest signalized intersection or those intersections specified by the DRB shall have an overall level of service "D" or better, at the peak street hour, including the anticipated impact of the fully developed proposed PUD or subdivision. In addition, the level of service of each through movement on the major roadway shall have a level of service "D" or better at full buildout. (2) Entrances to PUDs and subdivisions generally shall be separated by a minimum distance of four hundred (400) feet on either side of a public street, in order to ensure safe access and traffic movement into and out of the PUD or subdivision. However, entrances to PUDs and subdivisions may be allowed on opposite sides of a public street if substantially aligned with each other. The proposed intersection of Randall Street is located 1,250 feet from Thompson Street and 1,450 feet from Hinesburg Road and 930 feet front the Dynapower/Lane Press Series. (3) Signalized entrances Not applicable and the remaining portion of this section has been removed for brevity. (4) The location and design of project access shall make provisions for improved access management and traffic safety. Specifically, the design of PUD and subdivision access points shall: (a) Maximize the use of secondary streets for access and circulation. The project will create Randall Street as a means of reducing curb cuts on to Meadowland Drive. (b) Align access points with existing intersections and/or curb cuts. There are none in the vicinity. South Burlington Land Development Regulations Effective May 6, 2013 ARTICLE 15 SUBDIVISION and PLANNED UNIT DEVELOPMENT 15-21 (c) Consolidate existing curb cuts within the PUD property. The project will reduce the reliance of Meadowland Drive for curb cuts. (d) Provide for safe access to abutting properties. Acknowledged (e) Make provisions for safe access, with provisions for appropriate sight distances and accommodations for high -accident locations. There are no high accident locations identified in the area and corner sight distances are excellent as the proposed intersection is located on a long straight section of Meadowland Drive. (f) Provide deceleration, acceleration and/or turn stacking lanes as appropriate to meet the standards in (1) above. Neither the proposed project turning movements nor the traffic levels on Meadowland Drive warrant these types of improvements. (g) Provide adequate curb radii to accommodate the anticipated speeds and types of vehicles. The proposed intersection radii has been set at 25' in support of controlling speeds entering the roadway which will be posted at 25 mph. Most of the vehicles are anticipated to be passenger vehicles. G. Emergency Access. Paved access for emergency vehicles shall be provided to within one hundred (100) feet of the principal entry for multi -family dwellings, and commercial, industrial, and institutional establishments. Paved surfaces are provided to within 40 feet of the fdVade of each of the buildings. All streets and highways shall be of sufficient width and suitable grade and shall be so located to facilitate fire protection and coordinated so as to compose a convenient system properly related to the plan. The minimum standard from the Fire Department is typically 20 feet of consistent hard surface. This project will exceed these standards in all areas. H. Standards for Internal Circulation and Parking. The design of internal circulation patterns and parking areas shall meet the criteria for site plans in Article 14 of these Regulations. For applications in the Central District, the design shall meet the standards in Article 8 of these regulations. Acknowledged. I. Street Jogs. Street jogs with center line offsets of less than two hundred (200) feet shall not be allowed, unless specifically approved by the DRB for purposes of traffic calming, upon concurrence of the Fire Chief and City Engineer. Not an issue as the nearest intersection is over 600 feet away. J. Culs-de-Sac. Cul-de-sac streets are recommended only in residential districts. The length of a cul-de-sac street shall be subject to the review and approval of the Fire Chief and City Engineer. The proposed hammerhead turnaround has been designed to accommodate the largest Fire Department Truck. The design has been reviewed with the Department of Public Works with no specific issues identified with this layout. The number of dwelling units served by a cul-de-sac or by a system of streets sharing a common single access to an arterial or collector street shall not exceed fifty (50) unless additional connections to other streets are approved by the Development Review Board after consultation with the City Engineer and Director of Planning & Zoning. South Burlington Land Development Regulations Effective May 6, 2013 ARTICLE 15 SUBDIVISION and PLANNED UNIT DEVELOPMENT 15-22 K. Street Names. Streets and their names, as approved by the E-911 Coordinator, shall be identified on the proposed plat. Proposed streets that are obviously in alignment with others already existing and named shall bear the names of existing streets. In no case shall the names for proposed streets duplicate existing street names within the City of South Burlington irrespective of the suffix, be it street, avenue, boulevard, driveway, place or court, or other similar suffix. All street names shall conform to E-911 Regulations, as amended. The proposed name of "Randall Street" does not conflict with the current street names in South Burlington listed below. RICHARD TERR ROYAL DR RUTH ST L. Street Signs and Numbering Systems. All street signs and posts shall be provided and installed by the City at the expense of the subdivider. Acknowledged Directional signs at the entrance of cluster developments and at other appropriate locations shall be provided to identify clearly the address and location of all residential units. All signs shall conform to the South Burlington Sign Ordinance, as amended. M. Sidewalks and Recreation Paths. (1) Unless otherwise provided in the specific regulations in Article 9 (SEQ), sidewalks and/or recreation paths shall be installed along both sides of arterial streets, along both sides of collector streets in commercial areas, along one side of collector streets in noncommercial areas, and along one side of local streets. As this is a proposed local street, the proposed project will provide a sidewalk on one side of the street. The specific location of sidewalks and/or recreation paths shall be determined by the DRB. The proposed location has been chosen so as to minimize the impacts to wetlands if the street is extended in the future across Potash Brook. (2) Sidewalk and/or path to curb distance shall be at least four (4) feet or as otherwise approved by the City Engineer (see street details in Figure 15-1). The separation distance is 10 feet as there is a drainage swale located between the edge of pavement and the edge of the sidewalk. (3) Sidewalks shall be laid out so as to maximize southern exposure. The current design proposes the placement of the street trees on the north side of the sidewalk a s a means of maximizing the southern exposure on the sidewalk surface. (4) Sidewalks and/or paths in the Central District shall comply with the standards set forth in the South Burlington City Center Streetscape Design Guidelines Handbook. Not applicable. (5) Permanent pedestrian easements, twenty (20) feet in width, may be required through blocks six hundred (600) feet or more in length, or as a continuation of cul-de-sacs, or in conjunction with utility easements in order to facilitate pedestrian circulation within the subdivision or PUD or access to adjoining neighborhoods and public property or community focal points such as parks, schools, and other public property, shopping centers, centers of employment, and community recreation facilities, etc. Additional pedestrian easements shall be reserved in conformance with the pedestrian trail and recreation path systems as indicated in the Official Map and Comprehensive Plan. As part of the open space management for the subdivision the applicant is proposing to augment the City's existing pedestrian path easements with a loop system around the perimeter of the three lots. A new 10' wide gravel South Burlington Land Development Regulations Effective May 6, 2013 ARTICLE 15 SUBDIVISION and PLANNED UNIT DEVELOPMENT 15-23 surface recreation path would be installed within the existing easement that the City has on the Burlington Properties parcel immediately to the north while a 5' gravel surface path would be constructed along the remaining loop on Lots IC, ID and 1E. Each of the paths would be constructed when development of each individual lot is undertaken. 15.13 Utility Services A. Utility Easements. Easements of sufficient width shall be provided in locations acceptable to the City Engineer so as to serve both the proposed subdivision and existing and anticipated development outside the subdivision. The proposed sewer mains are to be privately held and easements for their occupation of the privately retained lots have been depicte don the project plans. An easement for Green Mountain Power (shared with Fairpoint and Comacst)have been depicted paralleling ROW with one crossing encased in concrete. B. Public Water Service. (1) The existing public utility system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. Construction shall conform to City Water Department requirements as outlined in "Water Department specifications", adopted March 8, 1978 (or as may be amended from time to time). All proposed off -site water line construction plans shall be approved by the Water Department prior to installation. The proposed watermain extension is to be located within the proposed rights -of -way. Notes have been added to the plans indicating that all work shall comply with the City Water Department specifications. (2) The subdivider or developer may be required to design and install water mains and appurtenances of larger sizes than the immediate need for his development would require in order to conform to the City Water Department and/or Champlain Water District master plan for water main sizes. The proposed water main has been sized to provide for sprinkler and hydrant service during afire event. C. Private/On-Site Water Service. Not applicable and the remaining portion of this section has been removed for brevity. D. Public Wastewater Service (1) 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 subdivider or developer is required to provide such pumping and other facilities as may be necessary. A gravity connection to the existing municipal collection system is proposed. (2) If, due to planning for future subdivision or future users, the subdivider or developer is requested by the Development Review Board to over -design and over -build said utilities or portions thereof so that future users may connect onto the system, the City shall pay the difference between the cost of the improvements necessary for the subdivision and the cost of over -designing and over -building. Not applicable at this time. (3) Any such Development Review Board request to over -design and over -build said utilities shall be submitted by the Development Review Board to the City Council for approval. If the Council fails to approve the over -design and over -build request within the time set out for South Burlington Land Development Regulations Effective May 6, 2013 ARTICLE 15 SUBDIVISION and PLANNED UNIT DEVELOPMENT 15-24 preliminary approval, it shall be deemed rejected and the developer or sub -divider shall not be required to so over -design and construct as requested by the Development Review Board. Acknowledged. (4) Applicants shall comply with applicable provisions of the South Burlington Sanitary Sewerage and Stormwater Ordinance with regard to public wastewater capacity, allocation and fees. In the event there is insufficient capacity for new wastewater connections at the time of a PUD or subdivision application, the Planning Commission may approve a Sewer Policy containing administrative guidelines for review of any proposed subdivision that are awaiting certification of sufficient sewer capacity. Acknowledged. E. Utility Lines. New electric, telephone, outdoor lighting and cable TV distribution systems shall be underground. This is what is proposed. The subdivider or developer shall coordinate subdivision design with the utility companies to insure adequate and suitable areas for underground installation, both for the proposed subdivision, and area adjacent to the subdivision. These plans have been forwarded to the respective utilities for final comment. F. Stormwater Management (1) Any new subdivision or PUD shall meet the City's standards pursuant to sections 12.01 and 12.02 of these regulations. In addition, applicants in all zoning districts are encouraged to implement the Low Impact Development (LID) techniques as discussed in section 12.03 of these regulations. The proposed project seeks to avoid the use of curbed systems as a means of enabling initial stormwater cleansing through contact with vegetation in grass lined swales. (2) Culverts or other drainage facilities shall be of sufficient size to accommodate potential runoff from the entire upstream drainage area, regardless of whether all or part of the upstream area is involved land for purposes of this application. In determining the anticipated amount of upstream runoff for which drainage facilities must be sized, the applicant will design the system assuming the total potential development of upstream drainage areas. All drainage structures shall be designed to, at a minimum, safely pass the twenty-five year, twenty-four hour (4.0 inch) rain event. The applicant's engineer shall provide such information as the Stormwater Superintendent or his designee deems necessary to determine the adequacy of all drainage structures. There are three locations where culverts are proposed. 1. The culvert near the west end of the rod under the north hammerhead. This has a small contributory area. The 25-year design storm requires the use of a 15" culvert which is what is proposed. 2. The culvert near the west end of the rod under the South hammerhead. This has an even smaller contributory area. The 25-year design storm requires the use of a 10" culvert. A 15: culvert is proposed. 3. The cross culvert under the easterly end of the road near Meadowland Drive. This currently services all of Lot 1C and a portion of the Burlington Properties parcel to the north. This has been sized as an 18" culvert to handle the design flows of the area. (3) The applicant shall provide for review by the Stormwater Superintendent or his designee with such information as the Superintendent deems necessary to determine the effects of the proposed project on drainage structures located downstream of the project, whether these structures are located on land owned or controlled by the applicant. The South Burlington Land Development Regulations Effective May 6, 2013 ARTICLE 15 SUBDIVISION and PLANNED UNIT DEVELOPMENT 15-25 applicant has prepared a stormwater analysis and a summary of the proposed conditions as it relates to the proposed culverts and their capacity to handle the 25-year design storm. This analysis shall be conducted using the twenty-five year, twenty-four hour (4.0 inch) storm event. In instances where the Superintendent anticipates that additional runoff incident to the application may overload an existing downstream drainage structure and result in damage to private or public property, the DRB shall impose conditions requiring the applicant to incorporate measures sufficient to prevent these conditions, whether such improvements are located on or off the applicant's property. 15.14 Required Public Facilities and Improvements A. General Standards. All required improvements shall be designed and installed in accordance with the design standards, development requirements, specifications and procedures set forth in these regulations and other applicable City regulations and standards. Typical plans and sections are attached to these regulations. Said installation and design standards apply to both public and privately owned required improvements. Proposed privately owned streets and other improvements shall be marked as such on the final plat. Acknowledged. B. Reference Monuments. Permanent reference monuments shall be set in concrete for all corners and angle points of the boundaries of the subdivision and as required by the City Engineer for new roads. Lot corner markers shall be set at corners and angle points of all lots, plots, or parcels, and located in the ground to finish grade. The proposed monumentotion is depicted on the plat plan. South Burlington Land Development Regulations Effective May 6, 2013 WLS LIGHTING SYSTEMS • DIMENSIONS NEMA Photocell Receptacle Option 3.8 (97m irlllll�l:i��'�I • • : , •�ii�iiiiiS 1 �� n�• 11hl.I NEMA Photocell Receptacle Option Only) Powered - Made in the U.S.A. of U.S. and imported parts. Meets Buy American requirements within the ARRA. Approved By: LED AREA OSQ SERIES SPECIFICATIONS GENERAL DESCRIPTION - The OSQ® area/flood blends extreme control, advanced thermal management and modern, clean aesthetics. Built to last, the housing is rugged cast aluminum with an integral weathertight LED driver compartment. Versatile mounting configuration offer simple installation. Its slim design minimizes wind load requirements. '22' input power designator is a suitable upgrade for HID applications up to 750 Watt, '16' input designator is suitable for up to 400 Watt,'11' input designator is suitable for up to 250 Watt. ELECTRICAL- Modular design accommodates varied lighting output from high power, white, 4000K to 5700K (+/- 500K per full fixture), minimum 70 CRI, long life LED sources. 120- 277V 50/60 Hz, Class 1 LED drivers are standard. 347-480V 50/60 Hz driver is optional. LED drivers have power factor >90%and THD <20%of full load. Units provided with integral 1 OkV surge suppression protection standard. Integral weather -tight electrical box with terminal strip for easy power hook-up. Surge protection tested in accordance with IEEE C62.41.2 and ANSI standard 62.41.2. TESTING AND COMPLIANCE - UL listed in the U.S. and Canada for wet locations and enclosure classified IP66 per IEC 529 when ordered without photocell or NEMA photocell receptacle options. Consult factory for CE certified products. ROHS compliant. International Dark -Sky Association approved. FINISH - Powder coat finish features an E-Coat epoxy primer with an ultra -durable silver powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Bronze, black, white and platinum bronze powder topcoats are available. The finish is covered by our 10 year limited warranty. Fixture and finish are endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117. Project Name: Electrical Data T Total Current Input Power System Watts Designator 120-277V 120V 208V 240V 22 i 223- 194 0.85 0.99 _- .._ ..i ... r it ........ Input Power Designator � System Watts 120-480V 120V 208V 240V 277V 347V 11 112 0.97 056 0 0.43 0.34 i G 168 1.47 us M74 0b4 050 r� 1.13 480V r 025 0.36 N ■ Location: Date: WLS LIGHTING SYSTEMS 1919 Windsor Place � FortWorth, TX 76110 ! 800.633.8711 r Fax: 817.735.4824 , www.wislighting.com • Consider the Impact! Specifications subject to change without notice. 29 Rev. 06/14 C LED AREA OSQ SERIE N ■ ORDERING INFORMATIONt tICE FROM EACH COLUMN TO FORMULATE ORDER CODE. INPUT COLOR LINE LUMINAIRE SERIES DISTRIBUTION POWER MOUNT SERIES DRIVER TEMP VOLTAGE FINISH OPTIONS OSQ-L - 2M - Type II Medium 22 - 223W DM' A- 700 - 30K - UL - Universal BRZ - Bronze DIMS - 0-10V Dimming (525mA maximum) Large' 3M - Type III Medium AA' A Series 700mA 3000K 120 - 277V BILK - Black F - Fuse 4M - Type IV Medium 5M -Type V Medium Driver 1000 - 40K - 5700K UH - Universal 347 -480V SLV - Silver PBRZ- Platinum ML - Multi -Level PCR - NEMA Photocell Receptacle 4 OSQ-M - 5S- Type V Short 11 - 112W 1000mA 57K - Bronze Q9 - Field Adjustable Output Medium 15 - 15 Flood 16 - 168W Driver' 5700K W HT - White RL - Rotate Optic Left 25 - 25 Flood CC - Custom Color RR - Rotate Optic Right 40 - 40 Flood NO - No Options 60 - 60 Flood OSQM 5M 12 DM D 350 50K UL BRZ (EXAMPLE ORDER) ORDER: WLS-EHO FOOTNOTES: 1 - Not available with UH voltage. 2 - Direct Mount Arm. 3 - Adjustable Arm. 4 - Not available with UP option, for use with downlight only. Approved By: Location: NO ■ ■ WLS LIGHTING SYSTEMS 1919 Windsor Place - FortWorth, TX 76110 - 800.633.8711 1 Fax: 817.735.4824 ' www.wislighting.com ■ Consider the Impact! Project Name: Date: Specifications subject to change without notice. 29 Rev. 06/14 CITY OF SOUTH BURLINGTON PROJECT COST ESTIMATES PROJECT NAME: Randall Street - Lot 1 Subdivision Meadowland Business Park PROJECT DESCRIPTION: Construction public road and infrastructure for 4-lot subdivision BETWEEN CITY OF SOUTH BURLINGTON AN SBRC, LLC DATE SIGNED: FIRST RELEASE DATE: SECOND RELEASE DATE: NEXT RELEASE DATE: SURETY AMOUNT: $ TYPE: (cash, letter of credit, other): Letter of Credit or Bond APPROVED BY: (Administrative Officer) DENIED BY: $295,899 CITY OF SOUTH BURLINGTON PROJECT COST ESTIMATE FORM December 8, 2014 Item Item CCU Unit Unit Price Cost % Comp1. Value Value Notes Road Clearing & Grubbing 1 LS x $2,000 = $2,000 0% $0 Limited Topsoils, no trees Rough Grading 1 LS x $15,000 = $15,000 0% $0 Subbase Gravel 329.6 CY x $40 = $13,185 0% $0 1978SY, 6" Crusher Run (Bank Run) Base 899 CY x $35 = $31,465 0% $0 1798 SY. 18" Topsoiling & Seeding 2000 SY x $4 = $8,000 0% $0 Paving Base Course - Type II x $110 = $24,475 0% $0 1798 SY @ 2.25" Top Course -Type III x $110 = $16,317 0% $0 1798 SY @ 1.5" Driveway Aprons x $110 = $0 0% $0 Included in Road Const. Roadway Patching x $250 = $1,031 0% $0 At Curb Replacement 5" Sidewalks JE$25 x $60 = $2,433 0% $0 365 LF 8" Sidewalks x $68 = $0 0% $0 NodrivewaVcossings Bicycle Paths - 10 Ft x $80 = $0 0% $0 None Bicycle Lanes x $100 = $0 0% $0 None Curbs x $30 = 1 $600 0% $0 lAt conc SW at Meadowland Stormwater Management System Pipe - 15" HDPE 150 LF x $35 = $5,250 0% $0 At Hammerhead Pipe - 18" HDPE 90 LF x $40 = $3,600 0% $0 At Lower end Catch Basins/Manholes 1 EA x $2,200 = $2,200 0% $0 At Lower end - south side Dry Wells 0 EA x $3,500 = $0 0% $0 None Slope Pipes 0 LF x $40 = $0 0% $0 None Ditching/Shaping 970 LF x $15 = $14,550 0% $0 Along new road and existing Slope Protection 0 SY x $3 = $0 0% $0 Swale at Meadowland Headwalls 0 CY x $600 = $0 0% $0 None End Sections 6 EA x $250 = $1,500 0% $0 Boring 0 LS x $1 = $0 0% $0 None Earthwork 0 CY x $6 = $0 0% $0 Included in rough grading Underdrains 620 LF x $15 = $9,300 0% $0 Along both side sofroad Detention Pond 0 LS x $14,000 = $0 0% $0 None Other Stormwater Comp'nts 0 LS x $5,000 = $0 0% $0 Item sty Unit Unit Price Cost Comp1• Value Compl. Notes Water Main - 8" DI 450 LF x $65 = $29,250 0% $0 Tapping Sleeve 1 EA x $3,200 = $3,200 0% $0 Hydrants 1 EA x $3,200 = $3,200 0% $0 Valves - 8" 2 EA x $800 = $1,600 0% $0 3/4" Shut -offs 0 EA x $200 = $0 0% $0 All Commercial services 3/4" Service Lines 0 LF x $20 = $0 0% $O None Air Release Valves 0 EA x $1 = $0 0% $O None (hydrant) Boring 0 LS x $1 = $0 0% $0 None Sewer Mains 290 LF x $45 = $13,050 0% $0 Down to South Manholes 1 EA x $3,500 = $3,500 0% $0 At end of Road Connection to SMH 1 LS x $800 = $800 0% $0 At Sewer Main for Lot 1B Boring 0 LS x $1 = $0 0% $0 None Req'd Sheating 0 LS x $1 = $0 0% $0 None Req'd Pump Station 0 LS x $1 = $0 0% $0 None Req'd Landscaping 1 LS x $4,200 = $4,200 0% $0 1 Street Trees EPSC 6°/a LS x $168,257 = $10,095 0% $0 1 standard Traffic Improvements Striping/Markings 1 LS x $1,000 = $1,000 0% $0 Crosswalks, Stop Bar Signs 5 EA x 1 $120 = $600 0% $O Parking, speed Limit, no outlet Other 1 LS x $'I = $1 0% $0 Utilities Electric/Tel/Cable Duct Bank 1 LS x $15,800 = $15,800 0% $0 Electric Vault Pads 2 LS x $6,500 = $13,000 0% $0 Gas 1 LS x $2,500 = $2,500 0% $0 Trenching Other 1 LS x $2,500 = $2,500 0% $0 Miscellaneous 1 LS x $100 = $100 0% $0 As-Builts 1 LS x $2,000 = 2 000 0% $0 SUBTOTAL $257,303 minus $0 Total Mat'ls/Work Compl. 10% Holdback of Completed 10% 1 LS I x 1 $01 = LO Retainage $0 Eligible Requisition $0 Last Requisition Total $0 Requisition This Period $257,303 Remaining Work Required 15% Contingency $38,596 $295,899 Required Bond Value SBRC, LLC 4-Lot Subdivision Waiver Request 1. 15.12 Standards for Roadways, Parking and Circulation in PUDs and Subdivisions E. Standards for Construction of Roadways (2) All public roadways shall be built to the specifications in Table 15-1 and Figure 15-1, unless specifically authorized otherwise by the DRB in its final approval of the subdivision or PUD. Table 15-1 calls for a Minimum pavement of 28' except that the minimum pavement width for local streets intended to serve primarily commercial or industrial uses outside of the Central District shall be 32 feet unless determined otherwise by the DRB pursuant to Section 15.12(D)(4). The proposed public (Randall) Street has a paved width of 26' with an additional 3' shoulder of crushed stone on one side to facilitate periodic parallel parking. This has been reviewed with Mr. Justin Rabidoux and based on the character of the typical land uses of the Meadowland Business Park preferred a narrower pavement width than the 32 foot standard called out in footnote 2 of Table 15-1. 2. Table 15-1 of Section 15.12 (E) requires that the Minimum radius of curves be 300 feet- The proposed layout provides a radius of I80 feet. This radius enables the 300 foot sight distance standard by taking advantage of the topography where the inside of the curve in downhill and there is no existing vegetation that limits this sight line. It should be noted that footnote 3 that accompanies this requirement states that: (3) Minimum radius of curves shall be measured at centerline of pavement. This standard is acknowledged to vary in order to conform to minimum sight distance requirements. 3 Abutters list South Burlington Realty Corporation - Lot 1 284 Meadowland Drive 284 MEADOWLAND DR 317 MEADOWLAND DR 472 MEADOWLAND DR 85 MEADOWLAND DR 1100 HINESBURG RD 10 MANSFIELD VIEW LN SBRC PROPERTIES LLC GREENFIELD CAPITAL, LLC O'BRIEN MEADOWLANDS LLC BURLINGTON PROPERTIES LTD EAST MOUNTAIN VIEW LLC CEA PROPERTIES LLC 85 SHUNPIKE RD WILLISTON 35 THOMPSON ST S BURLINGTON P 0 BOX 2184 S BURLINGTON 85 MEADOWLAND DR S BURLINGTON 1100 HINESBURG RD SUI S BURLINGTON 10 MANSFIELD VIEW LN S BURLINGTON VT 05495 1155-00284 VT 05403 1155-00317 VT 05407 1155-00472 VT 05403 0860-01020 VT 05403 0860-01100 VT 05403 1095-00010 Final Plat Application Package all southburlington PLANNING & ZONING Permit Number SD - (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW Preliminary & Final PUD Being Requested? X Yes o 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 #) SBRC PROPERTIES LLC, PO Box 2204 South Burlington, VT 05407-2204 Phone 802/863-9039, Ext. 3 Fax 802/865-9125 Email: tim@southburlingtonrealty.com 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 770 Page 253 3. APPLICANT (Name, mailing address, phone and fax SBRC PROPERTIES LLC, PO Box 2204 South Burlington, VT 05407-2204 Email: tim@southburlingtonrealty.com Phone 802/863-9039, Ext. 3 Fax 802/865-9125 4. CONTACT PERSON (Name, mailing address, phone and fax David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Contact email. address:_dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 284 Meadowland Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-01150 Subdivision Application Form. Rev. 12-2011 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Creation of a 4-lot resubdivision of Lot 1, and construction of 450 LF of proposed public roadway with supporting infrastructure. b. Existing Uses on Property (including description and size of each separate use): None — Open Space with previous fill placement. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): None proposed as part of this application. d. Total building square footage on property (proposed buildings and existing buildings to remain): None e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Existing - None Proposed — None as part of this application 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): None (existing) None Proposed as part of this application h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Applicant seeks permission to create curb cut on Meadowland Drive for the proposed roadway. Hinesburg Road North VPZ encumbers the proposed Lot 1-D. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. Existing Lot 1— 39.7 Acres (Existing) Lot 1— 29.1 Acres (Proposed) Lot 1C — 3.4 acres (Proposed) Lot 1D — 3.0 acres (Proposed) Lot 1E — 3.1 acres (Proposed) Randall Street — ROW — 0.9 acres (Proposed) S. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 39.7 Acres (Lot 1) b. Building Coverage: Existing: 0 square feet: 0.0 % 2 Subdivision Application Form. Rev. 12-2011 Proposed: 0 square feet 0.0 % c. Overall Coverage (building, parking, outside storage, etc): Existing: 0 square feet: 0_0 % Proposed: 14,990 square feet 0_9 % (Roadway surface applied over all of Lot 1) d. Front Yard Coverage(s) (commercial projects only): Randall Street Existing: 0 square feet: 0.0 % Proposed: 0 square feet: 0.0 % Meadowland Drive Existing: 0 square feet: 0 % Proposed: 0 square feet: 0.0 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? X Yes ❑ No (There is a wetland that runs along Potash Brook, primarily on Lot 1-D) b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (no) 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: 65.520 SF 11. COST ESTIMATES a. Building (including interior renovations): $ 0 b. Landscaping: $ 4,200 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) $ 296,000 Road & Utility Construction 3 Subdivision Application Form. Rev. 12-2011 PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Sewer — The project will extend the existing gravity sewer collection system from the end of Randall Street to connect into the existing private gravity sewer system (serving Lot 16) located south of the end of the road. Water — The existing 8" line located on Meadowland Drive will be extended up into the project site within the proposed rights -of -way. Stormwater — For the original Lot 1, the State Stormwater permit limits lot coverage to no more than 50% and requires that stormwater be directed to the dry basin on Lot 1 which then directs water to the wet pond on the east side of Thompson Road for water quality. Stormwater will be collected is a series of grass lined swales along the edge of the proposed road and then will be discharged to the existing conveyance system to the Lot 1 dry basin. Power & Communications — The electrical transformer and communications pedestals are currently located on Meadowland Drive from which the new 3-phase distribution system will be extended up the proposed roadway. Future Expansion - The site has been designed to enable expansion of the proposed roadway in the southerly direction. Waivers — Please see attached formal waiver request. Applicant also seeks permission to access Meadowland Drive. 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 0 VTE b. A.M. Peak hour for entire property (in and out): 0 VTE c. P.M. Peak hour for entire property (In and out): 0 VTE 13. PEAK HOURS OF OPERATION: 8 to 9 AM and 5 to 6 PM 14. PEAK DAYS OF OPERATION: Monday through Friday 15. ESTIMATED PROJECT COMPLETION DATE: Summer, 2015 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 I" 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 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 Subdivision Application Form. Rev. 12-2011 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. i SIGNA T&XE OF APPLIC z—d C,— SIGNATURE JPRINT NAME 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: Complete Incomplete Administrative Officer Date 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. 5 Subdivision Application Form. Rev. 12-2011 OPEN SPACE AGREEMENT THIS AGREEMENT made this day of , 2015 between SBRC, LLC of Williston, Vermont (hereinafter referred to as "Grantors") and the City of South Burlington, a municipal corporation situated in Chittenden County, Vermont (hereinafter referred to as "Municipality"). W I T N E S S E T H WHEREAS, the Grantors are the owners of certain lands in the Municipality which it acquired by deed of dated , 20_ and recorded in Volume 1116 at Page 37 of the Land Records of the Municipality; and WHEREAS, the Grantors are developing said lands as a four (4) lot commercial subdivision which is shown and depicted on a plat entitled "Subdivision of Lots 1C, 1D & lE from Lot 1, Meadowland Business Park for: SBRC Properties, LLC", dated December , 2014 last revised , prepared by Civil Engineering Associates, Inc.; and recorded in Map Volume Page of said Land Records; and WHEREAS, the Grantors have received final subdivision approval from the Municipality's Development Review Board for their project by written decision dated 2015; and WHEREAS, the Grantors in presenting its proposal to the Development Review Board agreed that certain lands would remain in their open state in consideration for the final subdivision; and WHEREAS, the Grantors and the Municipality recognize the value of retaining the open character of said lands and preserving them in their natural, scenic and open condition and in so doing furthering their aesthetic, agricultural and ecological value; and WHEREAS, Title 10, Chapter 155, Vermont Statutes Annotated, permits Vermont municipalities to acquire interest in land in the nature of conservation and open space easements; and WHEREAS, the Municipality desires to acquire a conservation and open space easement regarding certain lands of the Grantors in furtherance of the purposes enumerated in 10 V.S.A. §6301. NOW, THEREFORE, the Grantors for and in consideration of the Development Review Board's approval of its subdivision, the facts above recited, and of the mutual covenants, terms, conditions and restrictions herein contained and as an absolute and unconditional transfer does hereby freely give, grant and convey unto the Municipality, its successors and assigns forever, a conservation and open space easement or restriction over the property described in Exhibit A attached and made a part hereof, consisting of the following: 1. The right of public view of the property in its natural, scenic and open condition; 2. The right of the official representatives of the Town, in a reasonable manner and at reasonable times, to enter and inspect the property; 3. The right of the Municipality and Municipality alone, to enforce by injunction or proceedings at law or in equity, the covenants hereinafter set forth; and in furtherance of the foregoing affirmative rights, the Grantors, for themselves and their heirs, executors, administrators, successors and assigns, make the following covenants, which shall run with and bind the property in perpetuity: (a) There shall be no construction or placing of any buildings or structures of any kind, temporary or permanent on the property once the project is finally completed, except the Grantors, their successors and assigns, shall have the right, subject to the written approval of the Development Review Board, to construct permanent recreational facilities or other similar improvements. (b) There shall be no filling, excavating, dredging, mining or drilling, removal or topsoil, sand, gravel, rock, minerals or other materials, nor any building of roads or change in the topography of the land in any manner. C 4 (c) The Grantors, their successors and assigns, shall have the right to maintain the open space area in an orderly and presentable manner including the right to plant shrubbery from time to time and to keep the grass trimmed and to take any other normal maintenance action in maintaining the pleasant appearance of the open space. (d) There shall be no dumping of ashes, trash, garbage or other unsightly or offensive material, and no changing of the topography through the placing of soil or other substance of materials such as landfill except as required during construction and completion of the project as approved. (e) There shall be no operation of snowmobiles, dune buggies, motorcycles, all -terrain vehicles or any other types of motorized vehicles on the easement area. (f) There shall be no activities or uses on the property which shall be detrimental or could be detrimental to drainage, flood control, water conservation, fish and wildlife or habitat preservation. The Grantors, for themselves and their successors and assigns, agree to pay any real estate taxes or other assessments levied by competent authorities on the property and to relieve 61 the Municipality from responsibility for maintaining the property. The Grantors agree that the terms, conditions, restrictions, and purposes of this grant will be inserted by reference in any subsequent deed, or other legal instrument, by which the Grantors divest themselves of either fee simple title or possessory interest in the property or in any of the property forming a part of the development. TO HAVE AND TO HOLD the said conservation easement and restriction unto the Municipality and its successors and assigns forever. It is the intention of the parties hereto that the grant of easements and covenants herein is pursuant to the authority set forth in Title 10, Chapter 155, Vermont Statutes Annotated, as presently enacted and from time to time hereinafter amended, and that all of the provisions of said Chapter shall be binding upon the Grantors, their successors and assigns and upon the property, and shall inure to the benefit of the Municipality, its successors and assigns. If any part of this agreement shall be decreed to be invalid by any court of competent jurisdiction, such decree I C. shall not be interpreted so as to invalidate the remainder of this agreement. Although this conservation restriction and easement will benefit the public as provided above, nothing herein shall be construed to convey a right to the public of access or use of the property, and the Grantors, for themselves and their successors and assigns, shall retain exclusive right to use the property for all purposes not inconsistent with this conservation restriction and easement. IN WITNESS WHEREOF, the Grantors hereunto set their hands and seals this day of , 2015. IN THE PRESENCE OF: STATE OF VERMONT CHITTENDEN COUNTY, ss. At 2015, By. CITY OF SOUTH BURLINGTON Duly Authorized Agent Vermont, this _ day of , and , A personally appeared, and they acknowledged this instrument, by them signed and sealed to be their free act and deed. Before me, My commission expires: STATE OF VERMONT CHITTENDEN COUNTY, ss. At , Vermont, this _ day of , 2015, duly authorized agent of the Town of personally appeared and he acknowledged this instrument by him signed and sealed, to be his free act and deed and the free act and deed of the Town of Open Space Agreement.doc Before me, Notary Public My commission expires: IRREVOCABLE OFFER OF DEDICATION AGREEMENT by and between SBRC Properties, LLC, hereinafter referred to as the "Owner", and the City of South Burlington, hereinafter referred to as the "Municipality". WITNESSETH: WHEREAS, the City of South Burlington Development Review Board granted final plat approval as evidenced by Findings of Fact and Order dated , 2015, for the commercial subdivision of Lots 1 into Lots IC, ID and 1 E and the remainder of Lot 1; and WHEREAS, the approval of the City of South Burlington Development Review Board contained the condition that the Owner submit a Warranty Deed for the roadway depicted on the approved plat of land, which roadway is to be known as Randall Street, to be dedicated to the Municipality; and WHEREAS, the above -described roadway is to be dedicated to the Municipality free and clear of all encumbrances, pursuant to said final approval and plat of land; and WHEREAS, the Owner has delivered to the Municipality an appropriate deed of conveyance for the above -described roadways; NOW THEREFORE, in consideration of the final approval of the City of South Burlington Development Review Board and for other good and valuable consideration, it is covenanted and agreed as follows: 1. The Owner herewith delivers to the Municipality a Warranty Deed for the roadways attached as Exhibit A hereto, said delivery constituting a formal offer of dedication to the Municipality to be held by the Municipality until the acceptance or rejection of such offer of dedication by the legislative body of Municipality. 2. The Owner agrees that said formal offer of dedication is irrevocable and cannot be withdrawn, amended, conditioned, or modified whatsoever, and can be accepted by the Municipality in whole or in part at any time only by formal acceptance by the Selectboard and recordation of the Warranty Deed in the City of South Burlington Land Records. 3. This Irrevocable Offer of Dedication shall run with the land and shall be binding on all assigns, grantees, successors and/or heirs of the Owner, and may be released only by a written release signed by the Municipality and recorded in said Land Records. 4. Nothing herein or in the Development Review Board approval shall obligate the Municipality to accept said offer or to assume any responsibility or liability as owner, or otherwise, of said roadway. Dated at South Burlington, Vermont this day of 2015. SBRC Properties, LLC By: STATE OF VERMONT its Duly Authorized agent COUNTY OF CHITTENDEN, SS. At South Burlington, in said County and State, this day of 2015, , Duly Authorized Agent of SBRC Properties, LLC, personally appeared and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of SBRC Properties, LLC Before me, Notary Public My commission expires: _/_/20_ 1 Dated at South Burlington, Vermont this day of , 2015. By: STATE OF VERMONT COUNTY OF CHITTENDEN, SS. City of South Burlington Its Duly Authorized Agent At South Burlington, in said County and State, this day of 2015, , Duly Authorized Agent of the City of South Burlington, personally appeared and he/she acknowledged this instrument, by him/her sealed and subscribed, to be his/her free act and deed and the free act and deed of the City of South Burlington. Before me, Notary Public My commission expires: _/—J20_ P:WutoCADD Projects\2014\14183\3-Pemvtting\1-Loca1 Applications\3-Final\Legals\2 I00D to City (roads).docx Exhibit A WARRANTY DEED KNOW ALL PERSONS BY THESE PRESENTS that SBRC Properties, LLC, a Vermont limited liability company with its principal place of business in Williston, in the County of Chittenden and State of Vermont, Grantor, in the consideration of ----- TEN AND MORE ----- Dollars paid to its full satisfaction by the City of South Burlington, a municipality organized and existing under the laws of the State of Vermont with its principal place of business in South Burlington, in the County of Chittenden and State of Vermont, Grantee, by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, the City of South Burlington, its successors and assigns forever, a certain piece of land in South Burlington, in the County of Chittenden and State of Vermont, described as follows, viz: Being the roadways depicted on a plan of land entitled "Subdivision of Lots 1C, 1D & lE from Lot 1, Meadowland Business Park for: SBRC Properties, LLC", dated December _, 2014 last revised , prepared by Civil Engineering Associates, Inc. and recorded in Map Slide of the City of South Burlington Land Records. Said roadway to be known as Randall Street. Also conveyed herewith are all lights and sidewalks within said roadways. Grantor reserves the right to construct, install, maintain and replace utility lines under and along said roadways for the transmission of electricity, telephone, cable television, water, sewer, footing drains and storm drains and the installation of force mains and any other utilities to service Lots 1C, 1D, lE and the remainder of Lot 1 as shown on said plan of land. The construction and installation of said utilities shall be in accordance with the permits granted by the City of South Burlington and State of Vermont. With respect to all utilities except sewer, the rights Grantor reserves herein shall terminate upon the City's acceptance of the roadways. Being a portion of the land and premises conveyed to SBRC Properties, LLC by Warranty Deed of South Burlington Realty Company Properties, LLC dated _, 20_, and recorded in Volume 1116 at Page 37 of the City of South Burlington Land Records. Said land and premises are subject to the terms and conditions of Land Use Permit No. dated and recorded in Volume at Page of said Land Records, Wastewater System and Potable Water Supply Permit No. dated and recorded in Volume at Page of said Land Records, and City of South Burlington Development Review Board Findings of Fact and Order dated and recorded in the City of South Burlington Zoning Files. Reference is hereby made to the above -mentioned instruments, the records thereof, the references therein made, and their respective records and references, in further aid of this description. TO HAVE AND TO HOLD all said granted premises, with all the privileges and appurtenances thereof, to the said Grantee, the City of South Burlington, its successors and assigns, to their own use and behoof forever; And the said Grantor, SBRC Properties, LLC, for itself and its successors and assigns, does covenant with the said Grantee, the City of South Burlington, and its successors and assigns, that until the ensealing of these presents it is the sole owner of the premises, and has good right and title to convey the same in manner aforesaid, that they are FREE FROM EVERY ENCUMBRANCE; except as aforesaid. It does hereby engage to WARRANT AND DEFEND the same against all lawful claim whatever, except as aforesaid. IN WITNESS WHEREOF, the undersigned Duly Authorized Agent of SBRC Properties, LLC hereunto sets his hand and seal this day of 2015. By: STATE OF VERMONT COUNTY OF CHTTTENDEN, SS. SBRC Properties, LLC its Duly Authorized Agent At South Burlington, in said County and State, this day of 2015, , Duly Authorized Agent of SBRC Properties, LLC, personally appeared and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of SBRC Properties, LLC. Before me, Notary Public My Commission Expires: _/_/20_ P:\AumCADD Pmjectat2014\14193\3-Pwmdtwg\I- Local Application9\3-FuWUl gals\3100D WD to Cuy(made)docx IRREVOCABLE OFFER OF DEDICATION AGREEMENT by and between SBRC Properties, LLC, hereinafter referred to as the "Owner", and the City of South Burlington, hereinafter referred to as the "Municipality". WITNESSETH: WHEREAS, the City of South Burlington Development Review Board granted final plat approval as evidenced by Findings of Fact and Order dated , for the 2015, for the commercial subdivision of Lots 1 into Lots 1C, 1D and IE and the remainder of Lot 1;; and WHEREAS, the approval of the City of South Burlington Development Review Board contained the condition that the Owner submit a Warranty Deed for the "Temporary Turn Around Easement' as depicted on the approved plat of land, which pedestrian path are to be dedicated to the Municipality; and WHEREAS, the above -described park and recreational path are to be dedicated to the Municipality free and clear of all encumbrances, pursuant to said final approval and plat of land; and WHEREAS, the Owner has delivered to the Municipality an appropriate deed of conveyance for the above -described park and recreational path; NOW THEREFORE, in consideration of the final approval of the City of South Burlington Development Review Board and for other good and valuable consideration, it is covenanted and agreed as follows: The Owner herewith delivers to the Municipality a Warranty Deed for the pedestrian path attached as Exhibit A hereto, said delivery constituting a formal offer of dedication to the Municipality to be held by the Municipality until the acceptance or rejection of such offer of dedication by the legislative body of Municipality. 2. The Owner agrees that said formal offer of dedication is irrevocable and cannot be withdrawn, amended, conditioned, or modified whatsoever, and can be accepted by the Municipality in whole or in part at any time only by formal acceptance by the Selectboard and recordation of the Warranty Deed in the City of South Burlington Land Records. 3. This Irrevocable Offer of Dedication shall run with the land and shall be binding on all assigns, grantees, successors and/or heirs of the Owner, and may be released only by a written release signed by the Municipality and recorded in said Land Records. 4. Nothing herein or in the Development Review Board approval shall obligate the Municipality to accept said offer or to assume any responsibility or liability as owner, or otherwise, of said park and recreational path. Dated at South Burlington, Vermont this day of 2015. SBRC Properties, LLC By: STATE OF VERMONT its Duly Authorized agent COUNTY OF CHITTENDEN, SS. At South Burlington, in said County and State, this day of 2015, , Duly Authorized Agent of SBRC Properties, LLC, personally appeared and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of SBRC Properties, LLC. Before me, Notary Public My commission expires: _/_/20_ 1 Dated at South Burlington, Vermont this day of 201_. City of South Burlington By: Its Duly Authorized Agent STATE OF VERMONT COUNTY OF CHTTTENDEN, SS. At South Burlington, in said County and State, this day of 201_, , Duly Authorized Agent of the City of South Burlington, personally appeared and he/she acknowledged this instrument, by him/her sealed and subscribed, to be his/her free act and deed and the free act and deed of the City of South Burlington. Before me, Notary Public My commission expires: _/_/20_ PAAutoCADD Projects\2014\14183\3-Permitting\1-Local Applications\3-Final\I-egals\4100D to City (Temp Easement).docx Exhibit A WARRANTY DEED KNOW ALL PERSONS BY THESE PRESENTS that SBRC Properties, LLC, a Vermont limited liability company with its principal place of business in Williston, in the County of Chittenden and State of Vermont, Grantor, in the consideration of ----- TEN AND MORE ----- Dollars paid to its full satisfaction by the City of South Burlington, a municipality organized and existing under the laws of the State of Vermont with its principal place of business in South Burlington, in the County of Chittenden and State of Vermont, Grantee, by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, the City of South Burlington, its successors and assigns forever, a certain piece of land in South Burlington, in the County of Chittenden and State of Vermont, described as follows, viz: Being the Temporary Turn around easement located at the termination point of Randall Street depicted as "Temporary Turn around easement' on the aforesaid plan of land, which pedestian path is located at the termination point of Randall Street on a portion of Lots 1C, 1D, and 1E. Being a portion of the land and premises conveyed to SBRC Properties, LLC by Warranty Deed of South Burlington Realty Company Properties, LLC dated ___ _, 20_, and recorded in Volume 1116 at Page 37 of the City of South Burlington Land Records. Grantor reserves the right to construct, install, maintain and replace utility lines under and along said pedestrian paths for the transmission of electricity, telephone, cable television, water, sewer, footing drains and storm drains and the installation of force mains and any other utilities to service commercial Lots 1C, 1D, and lE as shown on said plan of land. The construction and installation of said utilities shall be in accordance with the permits granted by the City of South Burlington and State of Vermont. Said land and premises are subject to the terms and conditions of Land Use Permit No. dated and recorded in Volume at Page of said Land Records, Wastewater System and Potable Water Supply Permit No. dated and recorded in Volume at Page of said Land Records, and City of South Burlington Development Review Board Findings of Fact and Order dated and recorded in the City of South Burlington Zoning Files. Reference is hereby made to the above -mentioned instruments, the records thereof, the references therein made, and their respective records and references, in further aid of this description. TO HAVE AND TO HOLD all said granted premises, with all the privileges and appurtenances thereof, to the said Grantee, the City of South Burlington, its successors and assigns, to their own use and behoof forever; And the said Grantor, SBRC Properties, LLC, for itself and its successors and assigns, does covenant with the said Grantee, the City of South Burlington, and its successors and assigns, that until the ensealing of these presents it is the sole owner of the premises, and has good right and title to convey the same in manner aforesaid, that they are FREE FROM EVERY ENCUMBRANCE; except as aforesaid. It does hereby engage to WARRANT AND DEFEND the same against all lawful claim whatever, except as aforesaid. IN WITNESS WHEREOF, the undersigned Duly Authorized Agent of SBRC Properties, LLC hereunto sets his hand and seal this day of 2015. By: STATE OF VERMONT COUNTY OF CHITTENDEN, SS. SBRC Porperties, LLC its Duly Authorized Agent At South Burlington, in said County and State, this day of 2014, , Duly Authorized Agent of SBRC Properties, LLC, personally appeared and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of SBRC Properties, LLC. Before me, Notary Public My Commission Expires: _/_/20_ MAutoCADD Pmjects\2014\14183\3-Pam0ting\t-Lo,uI Appliceti-0-PinelLLerelsWa IDOD VPD m City (Temp Eue=m ).duce EASEMENT FOR SEWER PURPOSES FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, SBRC Properties, LLC hereby grants to (Lot C Owner), a corporation, in the County of Chittenden, State of Vermont, and their respective heirs and assigned forever, a non exclusive easement and right-of-way to construct, maintain, operate, replace, remove, or enlarge sanitary sewers and appurtenant structures in, upon, over, and across that certain real property situated in the City of South Burlington and more particularly described as follows: A 20 foot wide easement generally following the as -built location of the gravity sewer main beginning on Lot 1C and travelling in the southerly direction to a conection point to the sewer currently serving Lot B. The easement continues easterly along the existing sewer main to the point of connection within Meadowland Drive. The easterly section being located within an existing 30-foot wide stormwater and sewer easement benefitting Lot 1B. Said area being depicted on Exhibit A - Plat of Easement. Together with the right to enter upon and to pass and repass over and along said easement and right-of-way and to deposit tools, implements and other materials thereon by said Owners of Lots 1C and IE, its officers, agents, and employees and by any contractor, his agents, and employees engaged by said Owners of Lots 1C and 1E, whenever and wherever necessary for the purposes set forth above. Reserving however to the owner of the fee underlying this easement herein granted, the continued use of the surface of said real property. Signed this day of , 2015. GRANTOR: STATE OF VERMONT ) ) ss. COUNTY OF CHITTENDEN ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Title My appointment expires P:\AutoCADD Projects\2006\06248\Permitting\Local\Building PetmitTasement for Sewer.DSM.wpd IRREVOCABLE OFFER OF DEDICATION AGREEMENT by and between SBRC Properties, LLC, hereinafter referred to as the "Owner", and the City of South Burlington, hereinafter referred to as the "Municipality". WITNESSETH: WHEREAS, the City of South Burlington Development Review Board granted final plat approval as evidenced by Findings of Fact and Order dated , for the 2015, for the commercial subdivision of Lots 1 into Lots 1C, I and I and the remainder of Lot 1;; and WHEREAS, the approval of the City of South Burlington Development Review Board contained the condition that the Owner submit a Warranty Deed for the "Pedestrian Path" as depicted on the approved plat of land, which pedestrian path are to be dedicated to the Municipality; and WHEREAS, the above -described park and recreational path are to be dedicated to the Municipality free and clear of all encumbrances, pursuant to said final approval and plat of land; and WHEREAS, the Owner has delivered to the Municipality an appropriate deed of conveyance for the above -described park and recreational path; NOW THEREFORE, in consideration of the final approval of the City of South Burlington Development Review Board and for other good and valuable consideration, it is covenanted and agreed as follows: The Owner herewith delivers to the Municipality a Warranty Deed for the pedestrian path attached as Exhibit A hereto, said delivery constituting a formal offer of dedication to the Municipality to be held by the Municipality until the acceptance or rejection of such offer of dedication by the legislative body of Municipality. 2. The Owner agrees that said formal offer of dedication is irrevocable and cannot be withdrawn, amended, conditioned, or modified whatsoever, and can be accepted by the Municipality in whole or in part at any time only by formal acceptance by the Selectboard and recordation of the Warranty Deed in the City of South Burlington Land Records. 3. This Irrevocable Offer of Dedication shall run with the land and shall be binding on all assigns, grantees, successors and/or heirs of the Owner, and may be released only by a written release signed by the Municipality and recorded in said Land Records. 4. Nothing herein or in the Development Review Board approval shall obligate the Municipality to accept said offer or to assume any responsibility or liability as owner, or otherwise, of said park and recreational path. Dated at South Burlington, Vermont this day of 2015. SBRC Properties, LLC By: STATE OF VERMONT its Duly Authorized agent COUNTY OF CHITTENDEN, SS. At South Burlington, in said County and State, this day of 2015, , Duly Authorized Agent of SBRC Properties, LLC, personally appeared and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of SBRC Properties, LLC. Before me, Notary Public My commission expires: _/_/20_ 1 Dated at South Burlington, Vermont this day of 201_. City of South Burlington By: Its Duly Authorized Agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At South Burlington, in said County and State, this day of 201_, , Duly Authorized Agent of the City of South Burlington, personally appeared and he/she acknowledged this instrument, by him/her sealed and subscribed, to be his/her free act and deed and the free act and deed of the City of South Burlington. Before me, Notary Public My commission expires: _/J20_ P:\AutoCADD Projects\2014\14183\3-Permitting\1-Local Apphcations\3-Final\Legals\610013 to City (Ped Path).docx Exhibit A WARRANTY DEED KNOW ALL PERSONS BY THESE PRESENTS that SBRC Properties, LLC, a Vermont limited liability company with its principal place of business in Williston, in the County of Chittenden and State of Vermont, Grantor, in the consideration of ----- TEN AND MORE ----- Dollars paid to its full satisfaction by the City�of South Burlington, a municipality organized and existing under the laws of the State of Vermont with its principal place of business in South Burlington, in the County of Chittenden and State of Vermont, Grantee, by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, the City of South Burlington, its successors and assigns forever, a certain piece of land in South Burlington, in the County of Chittenden and State of Vermont, described as follows, viz: Being the Pedestrian path depicted as "Pedestrian Path" on the aforesaid plan of land, which pedestrian path is located on the periphery of Lots 1C, 1D, I and Lot 1. Being a portion of the land and premises conveyed to SBRC Properties, LLC by Warranty Deed of South Burlington Realty Company Properties, LLC dated _, 20_, and recorded in Volume 1116 at Page 37 of the City of South Burlington Land Records. Grantor reserves the right to construct, install, maintain and replace utility lines under and along said pedestrian paths for the transmission of electricity, telephone, cable television, water, sewer, footing drains and storm drains and the installation of force mains and any other utilities to service commercial Lots 1C, 1D, 1E and Lot 1 as shown on said plan of land. The construction and installation of said utilities shall be in accordance with the permits granted by the City of South Burlington and State of Vermont. Said land and premises are subject to the terms and conditions of Land Use Permit No. dated and recorded in Volume at Page of said Land Records, Wastewater System and Potable Water Supply Permit No. dated and recorded in Volume at Page of said Land Records, and City of South Burlington Development Review Board Findings of Fact and Order dated and recorded in the City of South Burlington Zoning Files. Reference is hereby made to the above -mentioned instruments, the records thereof, the references therein made, and their respective records and references, in further aid of this description. TO HAVE AND TO HOLD all said granted premises, with all the privileges and appurtenances thereof, to the said Grantee, the City of South Burlington, its successors and assigns, to their own use and behoof forever; And the said Grantor, SBRC Properties, LLC, for itself and its successors and assigns, does covenant with the said Grantee, the City of South Burlington, and its successors and assigns, that until the ensealing of these presents it is the sole owner of the premises, and has good right and title to convey the same in manner aforesaid, that they are FREE FROM EVERY C ENCUMBRANCE; except as aforesaid. It does hereby engage to WARRANT AND DEFEND the same against all lawful claim whatever, except as aforesaid. IN WITNESS WHEREOF, the undersigned Duly Authorized Agent of SBRC Properties, LLC hereunto sets his hand and seal this day of 2015. By: STATE OF VERMONT COUNTY OF CHITTENDEN, SS. Rye Associates, LLC its Duly Authorized Agent At South Burlington, in said County and State, this day of 2014, , Duly Authorized Agent of SBRC Properties, LLC, personally appeared and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of SBRC Properties, LLC. Before me, Notary Public My Commission Expires: _/_/20_ PAMI.CADD ftj l,l2014V61g30-PmmlttiWI-I cd App1icntk—\3-FhWll.eg,3A6 loon WD W Chy(paft).d c EASEMENT FOR SLOPE MAINTENANCE FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, SBRC Properties, LLC hereby reserves from (Lot lE Owner), a corporation, in the County of Chittenden, State of Vermont, and their respective heirs and assigned forever, a non exclusive easement to construct, maintain, operate, replace, remove, or enlarge the grades from the future extension of Randall Street in, upon, over, and across that certain real property situated in the City of South Burlington and more particularly described as follows: An irregularly shaped area on the east side of Lot lE and the west side of Lot 1D. Said area being depicted on Exhibit A - Plat of Easement. Together with the right to enter upon and to pass and repass over and along said easement to deposit tools, implements and other materials thereon by said Owners of Lots 1D and 1E, its officers, agents, and employees and by any contractor, his agents, and employees engaged by said Owners of Lots I and IE, whenever and wherever necessary for the purposes set forth above. Reserving however to the owner of the fee underlying this easement herein granted, the continued use of the surface of said real property. Signed this day of , 2015. GRANTOR: STATE OF VERMONT ) ) ss. COUNTY OF CHITTENDEN ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the instrument. Dated Signature of Notary Public Title My appointment expires PAAutoCADD Projects\2006\06248\PermittingU=al\Building PermitTasement for Sewer.DSM.wpd SHARED ACCESS AGREEMENT 66 & 68 RANDALL STREET, SOUTH BURLINGTON, VERMONT 05403 SBRC Properties, LLC ("SBRC") is the owner/developer of the property known as Lots 1C and 1E at 66 & 68 Randall Street, South Burlington, Vermont. SBRC received certain approvals for the project by the City of South Burlington Development Review Board dated _, 2015 #SD-14-_ and #SD- 14- , which approvals were subject to the condition that SBRC provide a shared access easement for the benefit of the property owner(s) of Lots 1C and 1E (Grantees), centrally located on the common property line of the two lots, and connecting to the newly proposed Randall Street as shown on the approved plat upon approval of the 4-Lot subdivision plan by the Development Review Board. , LLC ("CEA") has received Final Plat approval from the City of South Burlington (the "City") to develop said abutting property to the south of EMV's project and has an agreement with the current owner of said abutting property, Munson Earth Moving Corporation, to purchase said property upon receiving all necessary project approvals and permits, Since CEA's development plan has been approved by the City, EMV is required by the City to grant a shared access easement in favor of CEA's project. Pursuant to the conditions set forth by the City, SBRC sets forth this shared access agreement as follows: 1. Upon SBRC's receipt of necessary approvals, SBRC shall provide to the owners of Lots 1C and 1E or its successors or assigns (also referred to hereinafter as "grantee") a nonexclusive forty foot (40') wide by two hundred foot (200') long access easement centered along the common property line of the two parcels, beginning at Randall Street for ingress and egress over the access easement as shown on the approved plat entitled "Subdivision of Lots 1C, 1D & 1E from Lot 1, Meadowland Business Park for: SBRC Properties, LLC', dated December_, 2014 last revised , prepared by Civil Engineering Associates, Inc.; and recorded in Map Volume __, Page _ of said Land Records; or as amended through the permitting process. 2. At the time of conveyance of the access easement to the grantee, the grantee, its successors and assigns, agree to bear one-half (50%) of the cost of construction of this two hundred foot (200') long access road and any shared utilities, and annual operating and maintenance fees, including but not limited to, snow removal, cleaning, salting and road resurfacing, etc. The components of the roadway construction that are included in the cost sharing agreement are shown on the attached plan. The access road repair, maintenance and upkeep cost allocation shall be shared 50/50 between the Owners of Lots 1C and 1E. Management of the road construction and maintenance will be undertaken by the Owners of Lot 1C and the Owner of Lot 1E will receive a copy of all bids, fee proposals, and invoices for all work to be completed under the Shared Cost Agreement. It is agreed that before awarding a contract for any work under the Shared Cost Agreement, a minimum of three (3) bids will be solicited from independent contractors to ensure all work is complete for a reasonable fee. This process may be waived if agreed to by both parties. The Lot 1C owner shall submit invoices to the Lot 1E owner for the Lot 1E Owners portion of agreed upon shared costs which the Lot 1E Owner shall pay to the Lot 1C Owner within 10 days of receipt. 3. All parties subject to this agreement acknowledge that the property owners are subject to a cost sharing agreement set forth in the bylaws of the Meadowland Business Park as it relates to future costs associated with the installation of a traffic signal at the intersection of Meadowland Drive and Route 116. All parties subject to this agreement acknowledge that these lands previously owned by or controlled by Munson Earth Moving Corporation, its successors and/or assigns, benefits from a thirty foot (30') wide by two hundred foot (200') long access easement along the northerly line of the CEA Properties, LLC located to the west for emergency purposes only, including but not limited to health and fire safety, police protection and ambulance services, and that this access is restricted by a gate or other suitable means upon extension of the road into these lands to the east of N/F Munson Earth Moving Corporation. 5. As successor to Munson earth Moving Corporation, SBRC reserves the same emergency access rights outlined in Item 4 above along the common access easement located along the common property line of Lots 1C and 1E. 6. This Agreement shall be binding on the parties and their successors and assigns. In Witness Whereof, the parties have set their hands and seal this _ day of _, 2015. South Burlington Realty, LLC By: member Abutters List South Burlington Realty Corporation - Lot 1 284 Meadowland Drive 284 MEADOWLAND DR SBRC PROPERTIES LLC 85 SHUNPIKE RD WILLISTON VT 05495 1155-00284 317 MEADOWLAND DR GREENFIELD CAPITAL, LLC 35 THOMPSON ST S BURLINGTON VT 05403 1155-0031-7 472 MEADOWLAND DR O'BRIEN MEADOWLANDS LLC P 0 BOX 2184 S BURLINGTON VT 05407 1155-00472 85 MEADOWLAND DR BURLINGTON PROPERTIES LTD 85 MEADOWLAND DR S BURLINGTON VT 05403 0860-01020 1100 HINESBURG RD EAST MOUNTAIN VIEW LLC 1100 HINESBURG RD SUI S BURLINGTON VT 05403 0860-01100 10 MANSFIELD VIEW LN CEA PROPERTIES LLC 10 MANSFIELD VIEW LN S BURLINGTON VT 05403 1095-00010 FOX RUN LEGEND_ - - APPROXIMATE PROPERTY LINE --- - --- - - - APPROXIMATE SETBACK LINE too - EXISTING CONTOUR -- - EXISTING CURB -- --- EXISTING FENCE -- -- - EXISTING GRAVEL --- ----- EXISTING PAVEMENT ^-----�• EXISTING GUARD RAIL --- - - - F - EXISTING ELECTRIC EXISTING FORCEMAIN - - - 0- EXISTING GAS ST - EXISTING STORM - S - EXISTING GRAVITY SEWER - _-' - - T - EXISTING TELEPHONE - - -...- - W- EXISTING WATER ----- ---- EXISTING SWALE STREAM -..�••�.. - ••- WETLANDS - - - WETLANDS BUFFER 0: EXISTING SEWER MANHOLE 0 EXISTING STORM MANHOLE 4 14 EXISTING CATCH BASIN O EXISTING WELL EXISTING HYDRANT • EXFSTLNG SHUT OFF 10, EXISTWGURLRYPOLE O-0 EXISTING LIGHTPOLE EXISTING GUY WIREIPOLE 4. EXISTING SIGN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EDGE OF BRUSHIWOODS O IRON RODLPIPE FOUND 13 CONCRETE MONUMENT FOUND 4 TEST PIT 4 PERCOLATION TEST 0 PROJECTBENCHMARK PROPOSED PROPERTY LINE PROPOSED SETBACK LINE 1� PROPOSED CONTOUR PROPOSED CURB PROPOSEDFENCE PROPOSED GRAVEL PROPOSED PAVEMENT ��-•--------_-�= PROPOSED GUARD RAIL E PROPOSED ELECTRIC FM PROPOSED FORCEMAIN G PROPOSED GAS ST PROPOSEDSTORM S- PROPOSED GRAVITY SEWER T PROPOSED TELEPHONE W PROPOSED WATER - PROPOSED SWALE PROPOSED SEWER MANHOLE PROPOSED STORM MANHOLE PROPOSED CATCH BASIN PROPOSED WELL PROPOSED HYDRANT PROPOSED SHUT OFF PROPOSED UTILITY POLE PROPOSED LIGHT POLE PROPOSED EDGE OF BRUSH/WOODS REBAR SET CONCRETE MONUMENT SET EDGE OF AIRPORT APPROACH CONE ? - SOUTHERLY JAN 15 2015 City of So. gfom GRAPHIC SCALE _-- ( IN FEET) --- - I inch = 200 ft. DIMENSIONAL SUMMARY ZONING DISTRICT: INDUSTRIAL OPEN SPACE DISTRICT REO'D. PROPOSED LOT AREA LOT 1-C 3.0 AC. 3.40 AC. LOT 1-D 3.0 AC. 3.05 AC. LOT 1-E 3.0 AC. 3.08 AC. LOTFRONTAGE LOT 1-C NONE 118, LOT 1-D NONE 205' FRONT SETBACK 50 50' (ALL LOTS) SIDE SETBACK 35' 35' (ALL LOTS) REAR SETBACK 35' 35' (ALL LOTS) GENERAL NOTES ---- -- - SITE ENGINEER: f_ 1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENTALL 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) PRIOR TO ANY CONSTRUCTION. GIYII ENGINEERING ASSOCIATES. INC. 2. ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED OR 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, W 05M ABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER. B°2-Beo-2s2s FAX 6W-8 2211 weo: www.ceevccom 3. THE CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS (WITH TIES) FOR ALL UNDERGROUND UTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THE PROJECT. °RAIN 4. THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A SAL DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. -c.1) S. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. DSM AP .m 8. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS. GSM 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UTILITIES. OWNER/APPLICANT: S. 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 SOUTH DRAWING APPROVAL IS GRANTED. 9. AN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE BURLINGTON CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS AND ANY LOCAL PUBLIC WORKS STANDARDS. REALTY CORP. 10. THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE 0.1 FEET. 11. ANY DEWATERING NECES14RY FOR THE COMPLE77ON OF THE STFEWORK SHALL BE CONSIDERED WILLISTON, AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. VERMONT 12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O.W. WITH TOWN AUTHORITIES. PROJECT: 13. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES IN ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS. 14. EXISTING PAVEMENTAND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT AN 4 LOT SUBDIVISION APPROVED OFFSITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW. 15. IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH ME PLANS OR SPECIFICATIONS, THE OF LOT 1 CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON MEADOWLAND THE ITEM IN QUESTION. T/ 1B. PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION. BUSINESSPARK THIS PLAN IS NOTA BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. 17. IF THE BUILDING IS TO BE SPRINKLERED, SACKFLOW PREVENTION SHALL BE PROVIDED IN ACCOADANCEWITHAWWAM14 THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LANE TO VT. RTE. 116 TWO FEETABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL MEADOWLAND DRIVE IS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES SOUTH BURLINGTON INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING. VERMONT 19. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUTAND FIELD ENGINEERING REQUIRED FOR COMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILE WHEREAPPLICABLE. 09 � :11 Fig PLAN SHEET INDEX 1 ff SHEET# DESCRIPTION C1.0 OVERALL SITE PLAN - -- P1 & P2 SUBDIVISION PLAT LOCATION MAP _ _ C1.1 SITE IMPROVEMENTS PLAN 200D C1.2 EXISTING CONDITIONS PLAN DATE C-D DN C1.3 PROPOSED SITE GRADING & DRAINAGE PLAN ,m- DSM C!^"SU9M^TAI- C1.4 PROPOSED SITE GRADING & DRAINAGE PLAN -- C1.5 PROPOSED SITE UTILITY PLAN C1.6 PROPOSED LANDSCAPING & LIGHTING PLAN C2.0 ROAD PROFILE & SECTIONS C3.0-3.1 EPSC PLAN C3.2 EROSION CONTROL DETAILS & SPECIFICATIONS OVERALL SITE C4.0-4.1 DETAILS PLAN C5.0-5.4 SPECIFICATIONS AwiN6 NUNRF.N NOV., 2014 1 - 200' C1.0 0.I. N0. 14183 SITE ENGINEER: - - 10' WALKWAY TO SE COMB TWICTED COINCIDENT WITH DEVELOPMENT OF ' I WALKWAY EXTENSION TO / _" "" '� �' _ _ - \\ --- REPIACEM TTREES r ass PERMITTED PATH ON SPHINX ., ..'.`�., _ _----_ _ SPLACES)EN DEVELOPMENT LLC. PROPERTY _ — - 4 CIVIL ENGINEERING ASSOCIATES. INC. =- — •.ry _ _ 10 WIMFIELD WEW LANE, SOUTH �RLINGTON, VT05403 - — — — .� of ADA COMPLIANT OW -BB =3 FAJC B02be 11 xeb: www.cee-N.com (LUSH CURB ACCESS a CROSSWALK ��y��[�'y � cDPrwcNx sofa .,•. �"vI 5' CONCRETE we GREEN ( 1A STOP BAR �\ SIDEWALK DN�wx D \ Q/ Q \ � �/G \ (DET. 9, SHT. C4.0) SAUGAC \ SPACE TEMPORARY NO \ -. ,I / \ CROSSWALK CneCs %I�\\cam II I OUTLET SIGN -` �, � DSM APPROY® l-I \ PROPOSED BUILDING \ /�.------T'-- �\ (DET. 11, SHT. C4.0) DSM J ENVELOPE -225 MPH SPEED.,,d"� \ / 9pe ,C .. ,/ -✓/! LIMIT SIGN— OWNER/APPLICANT: LI m \ SOUTH BURLINGTON I LOT1-C % ,/ / �\ REALTY CORP. I , I — /. / i/ t� \ ', 20' WIDE PEDESTRIAN \ /GRASS LINED _ ' / EASEMENT \ _ g \ ` 66 RANDALL ST. DRAINAGE SWAtE \ i TOP SIGN \ �\ a� WILLISTON, AopQ /,.� WITH UNDPRORAIN \ r '' / (DET.NSHT. 02.or / / \ STREET LIQHT \ \ VERMONT / LNG CiP �€WaW WIDE ROAD WA / A (Der. u, sM. C4.0 WALKWAY EXTENSION TO' ��O \ AND STREET SIGK \ ( r I I PERMITTED PATH ON SP,HINx /' CURBING, P RKING ONE I. w NORTH SIDE STABILRED �°• \\. PROJECT: DEVELOPMENT LLC.PROPERTY ,i/ "SHOULDER .2, SHT. C2.0) %I NEW STREETTREEB- '-- '� �\ 4 LOT V7UpplV1S1ON / / / .►'.. (TYP. OF 0 PLACES) JJ II I VAULT. / X OF LOT 1 a'a ELECTRICAL ISTRIBUTION p USINESS PA VTRTE. 116 L382/ e. SHT. ENVELOPE �'MEADOWLAND DRIVE5'CONCRETE SIA\PROPOSED BUILDING SOUTH BURLINGTON /�— / VERMONT �PARKING TH IDE ) E SIGN (2�E4)F (DOUBLE SIDED)47 COMPLIANT ACCESS / 20 WIDE PEDE$s��RRIAN , FUTURE SHARED AdCESS\_- / . -- ROADWAr -,! NEW HYDRANT �— 69 RANDALL ST. / \ // - ---1 �, I 40' SHARED USE ACCESS \ \ (DET3, SHT. C4-1) . TEMPORARY TURN AROUND I III`' EASEMENT FOR LOTS 1-C 81-E 4 I AND EASEMENTS (TVP.) / I m_ / 5'WALKWAY TO BE \� �/ / CONSTRUCTED COINCIDENT " / 1 / ' \ EXTEND PAVEMENT SURFACE / II / 3�� \ ��„�// /// •\ / / 'FOR SNO STORAGE WITH ADJACENT LOT ENVELOPE / \ / \. / / . % �/% / ' , / PROPOSED BUILDING I / - i LOCATION 1" 2ow cxec%aD HII,YlilioN \ Y 30 20 WIDE PEDESTRIAN LOT 1-E sD n i ' EASEMENT 3 fi- ' 68 RANDALL ST. , LOT x" p 1 /SO'WIDESTORMWj� i //_L ^ SEWEI{SEMENT / PROPOSED SITE , I\ IMPROVEMENTS .- __ PLAN VEMENTS / / / /; SNr oBW_ , - `- --"-" '-CON8TRUCLBD COINCIDENT • / // 'ram • � ,- WITH ADJACENT LOT _.._ I \ � -•�" - �- yam_ ^'_ ' / „ ,'� \ a+� 100+RIPARIAN CORRIDOR- / 1 / i _ J40 DEVELOPMENT AREA ors.mrva rvc,xDea y SEE SHEET C1.0 FOR LEGENDNOV., 2014 HIC E GRAP SCAL sc"X J IV FEET 14183 i , 5 1 Y o A� r 1 inch — 30 ) It, SITE ENGINEER: IPEDESTRIAN EASEMENT i - --- 1EL BON s� \ v co — _ _� ✓ H.1r sv n.sseen CIVIL ENGINEERING ASSOCIATES, INC. 1 I ^—, • ,� • ._ .' -. G _ _ — — — _ — _ _ _ \ r aN NQ91H ayy. ours • \ 10 MANSRELD VIEWLANE, SOUTH ,VT 054M TSMS BURLINGTON, '4 BUN EJc� eozaBazlzs F,ix eozaeazzrr �.m ceevrown r dry �� \ ♦ e- C, ., ,v:. �•'--- --- - --- E%,d HOPE \ \ :;._... \ ♦\II(V OUT_`!04 co— CeS SAU AC c1iSc1a0G Ll 4— rr HOPE'WlFE.3. I 9NA, � ry III IX ce,b `RrM_se,.v 1 \ ----�----- --- —�' �♦\`, a M•rpoveo DSM BN.eLsns -- —�' --. ,^\ DSM t \ .. \' \�"� i I ,. )Wi, RPPLIC /AANT. EX 1rHOPE WI sell \ SOUTH BURLINGTON REALTY CORP. / MAINAND STORM DRAINAGE Ex �N q EASEMENT SERVING LOT IA /��aOpp �/� I /� \ `` \\ INV.@CAP.=I \ I`\ aa{.._. \� WILLISTON, Ilit G�,gpVE1 ' \ \ \' �'' VERMONT � ,, ' i►- - �'_ _ I I \\ w PROJECT: I / ,� C iNV_sTes �►�- �� I —t j 4 LOT SUBDIVISION , �, �•—_IX,r�PEa/ ; \\ I X'= OF LOT 1 MEADOWLAND I, /-'� '��`' '';°a,• / / / / BUSINESS PARK Pr I ' / :/—�W"an� \\ \\ �% / \ / % / j Ex sNHn VT. RTE. 116 -sezo 1 Id _� �� MEADOWLAND DRIVE /- ON:" p lllvlour787 \�\\ \\ \ % l SOUTH BURLINGTON - f _ \\ \ \ / ./ ✓ VERMONT — —I / , , - SIMPLIX POMP STAr10N rae cwcuun nwp , , ,.� — .� /.- / / / / // ; •� / B9 r 1181 INV quT � I / / � LOCATION COMBINED STORMWATEN I K / / SEWER EASEMENTSERVING LO71B LOCATION MAP LOT 1A 9� 9ti� / gyp° - /�� /' v+nf, bsM crosuewr7u I / /�! �' �j'y•,i` EXISTING SITE , PLAN ,.' / NOTES: SEE SHEET C1.0 FOR LEGEND I. Sire infommon u baseduponefield aurveypedb—d `-_ �i►— ^ i°�/ % \ -T s� NOV., 2014 by GMIEnginsering Associates, Inc. In Augusto/2014. / Hommntsland venicaldatumbased onVCSNAD83 '< —._..— — -' -� /'- / •:� GRAPHIC SCALE sc= { end NAVD BB, respectively based upon Static GPS — �— � i — - .sf..; i' �' �� `-= --- '' 1 a = 30 C / 2 obsary cna. 1 - s'' .--''��r._ -- --- _ 2. This plan is not a bountlery survey and rs not intended � _"� — '— ._. / ' 1 � ' ! ' ✓ / / �. \ ` -`- / Ppa, na. wbeusadason.. - w� - / �` �' �� / �\ / f IN FnEET I14183 inert SITE ENGINEER: G PATH WITHIN 10'WIDE EM WHEN LOT BE IS / PATH EASEMENT TO BE CONSTRUCTED s. r ( - / D ,- ...� ».. _ . •--�?. .- . - _ \ rEi. Box f CIVIL ENGINEERING ASSOCIATES. INC. ,• .."•••' / r_'"'"`":-"' __ I N .-. - INLET NNOaiH ae, / ' ...�..•-' ^, -IM!of IOMWFIELOVIEWIANE, SOUTH BURLINGTON, VTO5W3 77 ' I ''•'.` .. •." >.. ffJJ _ "C - GCB aBPdea-232e fM: BBPb80.22)f xaC: mvw.cea-N.oam _ _____ __.. - es86— , B � :1, .,,_ �. .-.. _ '�•"" ' 1 �� INVbUT-3.50.d' .,< t. �, - taII _._. --'--'� NEW CB k1 nBJlln (OET. 2, HT. C4.0) SAL/GAC `,- ( �\ jOE BOX NEW 30"HOPE .�.... �� OR AIAL366.6 CF�CI<$D - ° 15"HOPE tcN w/fes.�I ( WIF.E.SDSM �._-- �.t• (DET. 3, SHT. C4.0) 3 ,>,c , OUT 353.3 1� / ,+ NEW 24- HOPE IIPPaem M ,F — W E S +. 1w.-sf.& : i' /�,, Q� Q. (D SHT.4.0) DSM rNv. E � I ..--. ;� EDUC - OWNER/APPLICANT: i c ' ", I •' --/ Oro - � ,-�._. -, E ITS SOUTH 7 i N , , BURLINGTON REAL TY CORP. �r - \ WILLISTON, J � i \ �\ \ ° ♦ VERMONT I P -_ ____ PROJECT , w ,- , 4 LOT SUBDIVISION ^^ ( i l NEW_24" HDPE � ` / / J i 1C p�� I OF LOT 1 l-; �'�/' .# (DET. 3, SFTL c+OI D/ / ` PROPOSED \ MEADOWLAND -980/�' ; INV.�3ee.x - / / GRADING / •�� BUSINESS PARK i TEMPORARY GASEMENf . UNM-WOADISEXTENDED z ,d'/ NEW 30 WIDE LL-\0 W VT RTE.116 Id ,�-�'' �•, `�--�—\ /\ ROADWAY IHH"hff % MEADOWLAND DRIVE s)e.T c+ ��� _ T. — % (D SS CON)R /l'; SOUTH BURLINGTON � N1D 9ALK s VERMONT , — - - _ \ \ 87 L.F. OF 2=": HOPE WEE S HDPE/ II 5 A A \ \(DET. 3, SHT. T. C4.0 4 / j uw+rw I 'NE�24" HOPE \ / 76 L.F. s \ OF lt3"HDPE wiF.Es. \_ S=1.096 i �1 \ (DET 8, SHT. C4.0----- --- F N INV.=369.0 _ _ e �.f TEMPORARY EASEME T , , UNTIL ROAD ISEXTENOED PLACE CUT MATERIAL .•�/ /�� �� J FROM ROAD AT THIS LOCATION AND NEW HOPE SOUTHERN LOCATION SHEET W/F.E.S. / SHOWN ON EET C3.1 (DET, 3, SHT. C4.0) INV.-38B2 r + LOCATION MAP 5' a/ WIDE PATH SYSTEM ON Y 1 / v;� 1" = 2000+ EA CH INDIVIDUAL LOT TO / •:P / BE CONSTRUCTED AT TIME OF DEVELOPMENT OF THE ( �' r vi �/ A -''� DATE —I.. M—M RESPECTIVE LOT ' I i �'� ',�/ // lsnane psM crrvsueMmx I1 ''+�'� - � ,� / I 'LOT 't \ ,-"`' � „� � ,.-'°° // j•' r` i 41 PROPOSED SITE GRADING & \ DRAINAGE PLAN f / NOT Information is based upone afield sunayper7ormeo I' /". - - .y..�__..__ , ' % -.' \••�'`��./__ _` nnrre nxmrvc rvauxeu - SEE SHEET C1.0 FOR LEGEND O 014 Site byC-1 Engineering Assoc/alss, Inc. in AugusfW 2014. '.y. .... +'•:' ''-'...�'"�""� _. ._� '-s/%"-�. _ ''/�/. \•� GRAPHIC SCALE N'.EV ti bbb 2 Horrmntal and verbca/ datum based on VCS NAD 83 ' - +„�,,.,.,_ � -' �� "" --"'- .� / / ,`� `r iI^�,-_, ��� and NAVO 88, raspectImy based upon Sfadc GPS ..---- " / . -: , ;� s/ -:,` , �' • . / • - - _ 1 " = 30' observadafs. ...... - --_. 5/ . - C1.3 ,I .. This plan is not a boundary and p not intended ,, ' �� -'-'... �. �, , Y .--� ,y;" "R. f / `.,,—"� .../ �( IN FEET )� o be used as one. �f\ a "' i : // / A _ / I m.b = 30 eL 14183 ........... �.""' \ . Lai �D1>). \ _ -- — "��; \ \ \ \ SITE ENGINEER: ti FUTURE&WIDE STONE f , PEDESTRIAN PAST T -" cT _ \ \ \V \ CIVIL ENGINEERING ASSOCIATES, INC. NEW 5'TRANSITIDIJ'CURB 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, 05403 ` 4\ \'� \sf•• \\ \ (DET. 7, SHT. C4.0)_ 802-nna2323 FAN802484-222f VT xe0: www.cee-,n.com \ _ _ __________________\ \ NEW LOCATION OF \ \ .__-_-,_. _ •, RELOCATED TREE - __ _ '-�1 EXISTING TREE TO BE DRnwNr� '' \ REMOVED AND REPLAC • • \ E0 AC .�, n[4R19 Ra \ SAL/G CRR D DSM \ \ \ \ \ \ \ DSM \ •\ \ \ \ \ --" --- \ \\\/// \ OWNER/APPLICANT: REMOVE EIOBTINf CURBING SOUTH / \ \ NEW 24•WIDE FOP am BURLINGTON 888.7 \ \ NEW V WIDE CROSSWALK (DET.�HREALTY CORP. + \ \f 356.8 15 \ \ \ \ \ \ \ NEW STOOPPSIGN �\ \ N@N STREET SIGN \ \ rr \ + 3SB.S WILLISTON, / \ \ \ \ P \ NEW 8' TI44N81TION CURB VERMONT \\ \ \ (DET. 7, SHT. C4.0) \ 7 A NEW e' C SIDEWALK (DET. 0 PROJECT: MATCHEDUST. SHT. C4.0) \ \ - MATCH EXIST. 6hADE NEW FLUSH CURB \ \ \ \ 4 LOT SUBDIVISION \_ .- t•. R \ - \ OF LOT 1 S NGfFjEE TO BE NEW W/F.E.E - .. __---- / - - _ \i1? \ REMOVED AND REPLACED S. MEDOWLAND (DET. 3, NV.=3S3.S' SHT. C4.0) i ��:% / 3 S O \ p. \, NEW 0' TRANSITION CURB BUSINESS PARK I \ , / O (DET. 7, SHT.'C4.0) \ •. \'. NEW FLUSH CURB , \ NEW ce a1 VT RTE. 116 tf' \ ♦ i'. �i( \'• (DET. 2, SHT. C4.0) , �' NEW e'TRANSITION CURB MEADOWLAND DRIVE / \ a'.a Box \ Q\ (DET. 7, SHT. CAQ) SOUTH BURLINGTON \ \ / RIM 355.5, \ '. \ \ INV. IN 353 �G \ NEW LOCA�KON OF VERMONT INV. OUTS RELOCATED TJiEE 1 355. \ \ / 3Ox24 \ G LIMITS OF CONCRETEGRADE G S9 / h ENCASEMENT ^'3 /� �, , \ `.• ,.�'\ d+35 \1.EQ%SLOPERASS SWALE AT�aeCr � \ G / O\ LOCATION i ,% \\ �TUR TWIDE STONE ge \�� /� d .'+956 . \\ \ \ \ PEDESTRUIN PATH ^_ r �\ , \ ' � 358. , jNEW 24' HOPE 1 r �i, S j �. — _. _ ' ` . •`.• (DET. 3, SHT. C4.0 \ \ - INV.=353.0' I ___-- / r 1�'\IN LOCATIONMAP , , --- Oe/ 11, _______ _______•_ / _•. 1 •'/ �G 4 •\ �.`,`• \ \ \ \ \ AIM: .M rsu. , 41 , , , , , , , 1 ------ j , \ GRADING & DRAINAGE PLAN Nf: SEE SHEET C1.0 FOR LEGEND NOV. 17, 2014 GRAPHIC SCALE -/ FRa. no. ( IN FEET ) / /' T man = To ft. 14183 M.sss.B -- -- SITE ENGINEER: CONC. END mcnow _ Sf -' _ _�-_- � � ,4 .' '"/ ,.': - 1a• \\ E1ECmc earEs _---_---- :�/ r RIM Sear \ dRECTIONAL BORE NEW \ /' RxETavNaRTN INv w_sseo \\ \ GAS MAIN UNDER CIVIL ENGINEERING ASSOCIATES. 05M eWSTS4XS N 11crv;smaPING\ ROADWAY I 10 M4NS.3 VIEW LANE, 11 BURLINGTON, VT 0co. \ EWE A V TAP \ ,.. - IX ce eozaBszszs FAN: eozaeenZ, eea- aww.ou.2mm l:i- -- � - ""-. .. � `•. SLEEVE, VALVEBVALVE BOX/. (DET. 5, SHT. C4.1) HOPE a - 1P \NiV-IB=35aT / carrxrcxr 2 aesaav6a — O \ �D-s`eo.r \ Q�\ \ NEW STREET LIGHT SAL/GAC \ 4Ve taa \ / �y °\ % � AI•I a„�t. / ;, ' --- �Flf / %* DSM c / .7N �` �j•�" �/ \ .'`fit / / ar:.lu¢j�rrur-��'r. 9'+ / ��� / i 'f ( - / -_ •fie \FFEESf w ..aar.r � W ,� "\�.\\ \ l /�`/ SOUTH flEW0A8MNN '� BURLINGTON REALTY CORP. - , - - •V/jam/� NEW Ir 0.1 . WATER MAINCIL 52 QI. WATER SERVICE ` 4% \ / • \ \� / / •. 'G/ INV.®CAP=960.1':. \\\ S" `t \:.. CONC.END WILLISIUN, / / \ `> SEC77ONe(TyP') VERMONT L CONNE ATER CTION IX TV HOPE �i^' 'POWER, TELEPHONE A 1 ' / /PROPOSEDUTILITY': \ \ •� \ \ i' .-•'' CABLE STUBS FOR LOT 1•C / 7�\ \ MN._s2eY - r // /�%�' EASEMENT ` p N NC/ ELECTRIC A TELEPHONE I WI \� P / \ `�• \ 4 LOT SUBDIVISION EASEMENT - '' i'@ .'LIMR80F 4iN'WIDE _. � ` � � / �' ! \ '•..-\ .a ,' /' /' RIOReIN>SUUTION VI"- NEW\�� \ OF LOT 1 IX TP HpPE ` INSTALLATION ^ ''- / ' T / i/ � ✓/ POWER, TUBS FOR L A L CONNECTION /' i / / \ \\\ CABLE STUBS FOR LOT 1-D ¢ \/ MEADOWLAND �' ( I `IX u•n.t 8' SN AVE 0 / /' /.: / / E,Y / \ INV _$Te,3 NEW W�CAP FOR OT tCC VALVE ;- ,'pM'MwT �' \ \ TEL BQC BUSINESS PARK T ( ( INV. 365.V sNN o VT. RTE. 116 \ C-" NE]1LB'WATfR SERVICE --STUB W/ CAP F_Ouw4-B- / /! MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT SEDIMENT >` \'\ - NE\* S WATER LNESFUB W/S'n q _-BAT"ALLVESR FOR LOT . % `/ 11 \ //// /✓// i / �/ p��� \ \ / `� \ \ ° \ �� — -' --` NE]aLH iSE MBLY NET. 3, SHT-C4f) �1EW3 V F \ / \ /�i � / - ,'/ - \ \ \\ \ Q `\ R9 HULA/EVE PRIIAARY SERVICE FOR POWER/'�o=Rio 1 I TELEPHONE A CABLE FOR �@ SERVICE TO LOT 1-E AND FUTURE \ TE PORAgY 20' / Ex Eac"m VVV tEl(TENSION OF ROADWA O' W E EASEMENT / / / - „/ TELEPlroNEe 1 )CAP END OF WATER MA \ EFITING LOT 1-C // / / / /C4BLEsTUBe \ \ \ \ \ \ ( 1BUBY TOP OF VALVE B�% \ � AND MARK WITH ST B / / i / / IX ETFCTR.C• TElEPM1NEa \ 1 NEW a"SEWER SERVICE /�X / / / / (2)rC. ORi &(z)rC \ \/O. I STU CAP FOR LO 1 E / / / , K F°R WRIZON \ B'W( / NEW SMH COMBINED STORMWATEN AND / �/, \ �Dlt!3 RIM .6, SHT. C4. 1 SEWER EASEMENT SERVING LOT 18/ / '.• // ,y./ \ \ p / 105 LF. OF. PVC // INV. IN 363.5 0, P C (N) OR 35 ® .O%/ INV. IN 384.0' B' p C (M/) \ / 40 L.F. OF1V PVC \ INV. OUT 383.4' B" PVC (S) LOCATION MAP / SDR 3WO 2.0% 21r WIDE'EASEMENT MPORARY 20' 1 / .O GENE ITING LOTS 1 / •. /' ----- WIE EASEMENT �\ / - / BENEFITING LOT 1-E \�, a n1t. I //'� Dare 18:caea / ' '� j o m1en4 osM CrnsuBMITTA0. 0 10 / LOT 1,L' $ I CORE EW B' INVERT IN = 355.8 9� I Yn 1 REBUILD CHANNEL TO -. /�% /' •.• /�!�/ RW SBA3 / \ O ACCO MODATE NEW MAIN /' NrV ewY _ ,,eo / LOT 1PROPOSED �., SITE / / /' srNGlNGsoe NEF`MyYP� /•'� _- / • — UTILITY PLAN t NO work to be performed In accordance with Me Spacif cations i� 1•C SµH'j . ',i, '-/ / and Details la the Installation ofWater lines and Appurtenances for all Water Systems Owned by the Champlain - _..._.� weer DlatneL the city of sown Burlington, and the Village of � specifications. Details should be motllfletl to the above reference -' - -- .- onrl x� i�, ..uxru _- \ \ SEE SHEET C1.0 FOR LEGEND NOV., 2014 J, GRAPHIC SCALE •• 111 - - \ SCALE Q ,- C1 5 _ �.�.w�TT � J , d FEET )00 14183 I Inch = 38 ft, I / SITE ENGINEER: PLACES) EHF M TREES I .. ,., / b.i b. 1.1 , CIVIL ENGINEERING ASSOGAf s. INC. 1 : r,� �^ .•Y . -. _1191i -.__ - �X \ 101164WRELD11MlANE, SOUTHBURLINGTON, lR 054M rAPeozaf . ean�"eo. "ww.cee rrrom v � � s :�; v ,:..'_.� Q5.9 b.)� �. nwancer sm NEW STREET LIGHT \ NN b_ \ SAUGAC b.9 � (SEE SCHEDULE BELOW) �\ x" \ .4I b. .n '6., cd&cRsu DSM "PROM '�/'---------- e b. ���� \ DSM r — - \ ,. �.T-`�i• /� ' / � � OWN k:lii 1I'I'I.I ('AN I b3 ,b. b.1 mob. ` 4 b.3 b.l O �\ yrt'�, c ._�666fff,..G( \�\ q. ^.. \ \ \ \ , % � �� - I --'(- / b.3 b b.4 4 P,�b-4 b.3 I b. ba h SOUTH ". % i "�' BURLINGTON REALTY CORP. LOT 1-C �C, \ t \ \ WILLISTON, VERMONT v SZ�� G / �Pt i . c ...-.. FREEMAN MAPLE ../� / YL ION OF LOT 1 v •.-3'-3.5'CALIPER/ S / / .i}2 /```,��I,`Aq,• LOT SUBDIVISION no TVP. of l0 PLACES 7 V MEADOWLAND BUSINESS PARK VT. RTE. 116 n ,y��' �'":'' _ \� MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT I J ' / PRQTI- i , \ I / ! %'� LOCATION MAP — / ; �'% 20W MTN cam- IUV191UR OSM OWSLR14WAI , LOT 1;,E //' y% / IS :%/ ' I s r - - - _-- - LANDSCAPING & PROPOSED "LIGHTING PLAN j `: %1 / 1 - - -""' -_. i � \ \ .,�•// SEE SHEET C1.0 FOR LEGEND NOV.,14 Luminaire Schedule , 2 GRAPHIC SCALE SCIX -- 1" = 30' Symbol 4ty - Label Lumens LLP Description PRa. No. 0.950 WLS-OS4-M-5M-ll-OM-A-57H 20' MOUNTING HEIGHT ( IN FEET) 14183 1 inch - 30 (t NORTH AMERICAN GREEN C260 HIGH STRESS EROSION a CONTROL MATTING O a m � - w 4-10 to �o�ap OOOp OQap Oo �o %'WASHED o pop pOp pop op 00OOQ Oppp OpQpopO DRAINAGE STONE VAOT 7D4.180R pL�pppO p0 o�p0 ppOo Upp 00 0 APPROVED EQUAL b Op00 O.J ��OQppo Oo pp ODU c00,8Oppp OQ cC 'p O pp o 0o p 4. PERFORATED 'oop apO0 PVC PIPE pn � p0 Upp p OOppp00- ivI 000 11 pppp p00 18'MIN DRAINAGE GEOTEXTILE TYPICAL UNDERDRAIN SECTION (OUTSIDE ROAD SECTION) N.T.S. 386 382 378 I 374 370 386 "ME O OR. elo 362 358 � _ a RIVALS RIV r END OF I ORM N P OF 354 - UPSTREAM END I IF PROPOSED 3P H PI EX HOPE STORM GRAIN 350rl,lE,W,TAPPING TO BE REMOVED C BEY D EDOE OF ORGINAOE SW�N WATER EVE, VI MAIN VE A VALVE BOX N 0+00 0+50 1+00 1+50 2+00 X SITE ENGINEER: C CIVIL ENGINEERING ASSOCIATES. INC. IOAMFIELDVIEWLANE, $OUTHSURLWGTgI, W 05403 402A4+2024 FAN: 802d60.22>I Ra3: panv.csei1.cam DIURN SAL/GAC �RECXEO DSM APPROVED DSM OWNER: SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT r GATE VALVE STA.4 33 I'Rl1AF( I` 369.0 CAP AT END OF MEADOWLAND WATER MAIN BUSINESS PARK NIN. SEPARATION LOT 1 DEVELOPMENT . 4+27. B'k8"XB' FOR SERVICE _OT 1-E VT. RTE. 116 'VC SDR 35 SEWER MEADOWLAND DRIVE 364.1' SOUTH BURLINGTON VERMONT 89\ war m. I (116 29 3T 4.5' 1 4' 1 I'4' 1 ZVI 13'-O' 13'-P 1' 4' 1' V S 4 i' GRAVEL SMOULDER 1.S" TYPE III BR CONC. WEARING (TYP.) (AGGREGATE COURSE R.O.W 4" TOP OIL PARALLEL PARKING I 2.20" TYPE 11 BIT CONIC. BASE COURSE (tYP) n F 4 4% 2%. SLOPE 2Y.. SLOPE 4%4 4% 2°A 1 r�— _: SEE TYPICAL FILTER- - SIDEWALK UNDERDRAIN ON FABRIC SIDEWALK SECTION ON COMPACTED 8' OF 1}' PLANT MIX II\\ SUBGRADE 18" OF 3" PLANT MIX 4" PERF HOPE OR PVC FOOTING DRAIN K'A 1TYPICAL ROAD CROSS SECTION CATCH SASIN AT GM SIDE OF DRIVEWAY CROSSINGS c Nrs gyp. 6' LOCATION MAP I" =20W Mn I CIMDW BivIEION ROAD PROFILE & SECTIONS DATE Ii�Hi Nt. nt,Nii�i. DEC. 12, 2014 S SHOWN C2. O m . NO. 14183 SITE ENGINEER: INSTALL TREE PROTECTION INSTALL TEMPORARY CONSTRUCTION ENTRANC E INC, CIVIL ENGINEERING ASSOCIATES., ---- - ----------- - io MWFIELD VIEWLME, SOUTH BURLINGTON, VT 05403 __ 2= FAX, �2271 c- a) 74EW CONCRETE WALK. INSTALL EROSION CONTROL MATTING LOAM, SEED, & MULCH SAL/GAC WITH RECONSTRUCTED SWALE. USE NORTH AMERICAN GREEN C250 HIGH INSTALL STONE FILL ALL DISTURBED AREAS @ UNDERDRAIN PIPE *% DSM STRESS EROSION CONTROL MATTING IN BOTTOM V OF CHANNEL. OUTLET DSM 00 OWNER/APPLICANT: 00 00 INSTALL NEF 00 @ OUTLE 00 .00 IN RETAIN EXISTING SWALES TO DIVERT 00 PROTECT SURFACE WATER AWAY FROM AREA 00 OF DISTURBANCE 0. C INSTALL 4e LOAM, FERTILIZER, SEED, AND MULCH ALL DISTURBED AREAS INSTALL SILT FENCE AT INSTALL STONE FILL TOE OF FILL LIMITS @ OUTLET NEW CONCRETE WALKWAY SURFACE .40' - --------- --- -TING INSTALL EROSION CONTROL MAT FROM EDGE OF PAVEMENT/tO TOP OF SWALE CHANNEL USIE NORTH AMERICAN GREEN C2,50 HIGHS ES EROSION CONTRO"ATTING IN 4//f I BOTTOM 6' OF CHANNEL IN LIEU OF LIMITS OF EARTH DISTURBANCE 1 II STONE CHEC DAMS PLACE CONSTRUCTION TAPE ALONG LIMITS IN ALL AREAS WEST OF MEADOWLAND DRIVE INSTALL sT)6NE FILL (P FERTILIZER, SEED, AND ET 4� OUTLMULCH ALL FILL AEAS /INSTALL EROStbN.. OL MATTING WITH RECONSTFSWALE. USE NORTH AMERICANEN C250 HIGH NE/W PAVEMENT STRESS ERosi6bf NTROL MATTING SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT PROJECT: 4 LOT SUBDIVISION OF LOT 1 MEADOWLAND BUSINESS PARK VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT 116 I'KOJLCT _'ON LOCATION MAP URFACE IN BOTTOM i�o ANNEL. '21*j11 Dsm "I 111—L 36o ftw PROPOSED EPSC �t7 INSTALL SILT FENCE AT BOTTOM OF AREA OF PLAN s 1-- DISTURBANCE J..� " , i �' / '' NOV., 2014 GRAPHIC SCALE cA 30' _ _ -- _ _ -- —' — ._ _ -- / .•' , � \ --�"--` ' ��\_� '✓ / ( IN FEET l 14183 1 inch — 30 It C3.0 / \ I r/ �, 1 ` rrrr r r _ - INSTALL AND MAINTAIN \ . _� ' , h _ , ►' -' CONSTRUCTION FENCING APPROXI MATE ATE LIMITS OF v— _ III IMDISTURBANCE �� / \ INSTALL AND MAINTAIN SILT FENCE t{� PRIOR TO AND THROUGHOUTFILL PLACE ,. / z— / il• I.` �/ •/ / _ .. ,. -'•- `,�, PLACEMENT � ERGS// . CONTROL MATTING RESTORE HAUL ROAD WITH SMOOTH TOPSOIL, SEED, T SOIL, SEED 8 MULCHSM ERFMIL FERTILIZER 6 MULCH (TYP.) '�- , �EDHAD BEEN FPLACED 1 \ •♦ SI :✓1♦�J�J�✓' �'•".J�•'�%✓�J`eJ�%J�%✓SSA%S�✓���JS�✓S�JaJ��fg��;LL;;, INSTALL TEMPORARY SURFACE �y�✓gyp✓�✓��. o!✓.•�J�✓♦✓♦✓✓✓✓�✓�✓�✓�✓�♦�;�✓�✓�J�J�✓eJ��'• ! !a WATER DI -VERSION SWALE UNTIL ♦ ✓ I ♦ J ♦ . I I . I ✓ I ♦ ♦ ♦ I ✓ ✓ I ✓ MIN. LOPE V7I�I�I�I�J�I �I�I�I�J�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�'I�I�I�I�I�J�I�I b�✓�✓�✓�✓�✓a> i�I�I�I�i�I�I�I�I�I�I�I�I�IaI�I�I�I�I�I�I�I�I�I�I�✓�I�I b�J�I�I�I�I�IJ�'�I�I�I�I���I�I�I�I�I�I�I�I�♦�I�I�I�I�I�I\\.�I�I�I�I�I�I �j,J,JJ,✓,J,'J;J,J,✓,J,J;✓,✓;✓,J,J,✓,✓,J,✓;J;✓,J,✓,J,✓t✓;✓,✓`J`J;✓ I�I�I�i�I�I�I��C�'���I�I���v�I���I�I�I�I�I�I�✓'�I�I�I�I�I�I�I�✓�I�I�I�I�I .�j�J�jt,A✓�j�j �♦�j�✓�✓aj�✓..�j�j�j�j�j�J�J�J�J�✓�♦�J�J�J�✓�✓�♦�JO✓ �I�I�I�✓�I�I�I i�I�I�I�I�✓�I�I I�I�I ✓✓�I<♦�J�J�is�•`I�I�I..........�IVI�I�I�I�I�I. III III UTILIZE EXISTING CULVERT AND I���I�I���I�I�IJ���I�I�I�I�I�I�I�I�I,✓�I�IJ'�I�I�I�I�I�I�I�I�I�I�I�I�I Ap�J�J�J�♦�♦�J. �✓�✓�♦�✓�♦�J�Jt,Jt,J�j; ��J�J�J�J�✓�✓�✓�!�✓�♦�♦�♦�♦e✓ i��j�j�j�j�j�j�j��� ammmmmma ✓KOSI�I�I�I�I�✓�I�I�I�I�J�I�I�I�I�I���I�I�I�I�I ���j�j�j�������j��•i' e�j�j�I�I�I�I�I�I�I�I�Ii'I�I�I`I�I�I�I I�I�I�I�I�I�I�I�I� �I l�I�I�I�I�I�I�✓�I�I�I.�I�I�I�I�I�I�I !�I�I�J�I�I�I�I�I�I,. �I�I�I�✓'�I�I�I�I�I i`��I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I �I�I�I�I�I�I�I�I�I��• �I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I �I�I�I�I�J�I�I�I�i!�♦�J�I�I�I�I�I�I���I�IOJ�I�I�♦�I �: �i�i�r�i�i�`•-'�i�i�i�i�r�i�i�i�i; i�i�i�i�i�i�i�i �r • �� I°'I�I�I�I�I�I�I�J�I�I �I�I�I�I�I�I�I�✓ �I fI�NI�I�I�I�I�I�J�I��'�I�I�I�I�I�I�I�I r�I�I�I�I�I�I�I�I�I�I�I�IeI�I�I�I�I�I�I�I�I _ ..III!!!:.:::=::,.Ice•: .I I SURFACE ROUGHING ON I / 3:1 FILL SLOPE � I / err\''�ri I 1�y SITE ENGINEER: l C / CIVIL ENGINEERING ASSOCIATES. INC. r l 10 AW01ELD NEWIANE, WITH WRLINGTON, VT SW as0: www.cae-N.own R02 2— FAIT: 6022E1 117-1 mvr®car fft zo.� ut wcen xrecmm�i R11 w SAUGAC cxRCRSR DSM N2PROV® DSM OWNER/.APPLICANT SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT PRO.I I(("1 4 LOT SUBDIVISION OF LOT 1 MEADOWLAND BUSINESS PARK VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT i / rHo,Ecrl d & J Lornnon r � I -1 LOCATION MAP IwrR I— 2000' cRscacO Rsvlslan SURFACE31FILL SLOPE ON 3:1 FILL SLOPE LX�,►,/ E PROPOSED EPSC PLAN NOV., 2014 GRAPHIC SCALE R 1a=50' PRO]. R0. (D'FEET ) 14183 1 Inch = SO N. C3.1 14 This project is Subject to the terms and conditions of the authors tnon from the Slate of Vermont to discharge construction related storm water runoff. Coverage under the State Construction General Permit 3-9020 is required for any construction activity that disturbs 1 or more acres of land, or Is part of a larger development plan that will disturb 1 or more acres. This project has been deemed to quality as a Low Risk Site which is subject to the erosion prevention and sediment commit (EPSC) Standards set for in the State of Vermonts Low Risk Site Handbook for Erosion Prevention and Sediment Control The following narrative and implementation requirements represent the minimum stndwd for which this site is required to be maintained as regulated by the State of Vermont. Any best management practices (BMWs) depicted on the projects EPSC Site plan which go beyond the Handbook requirements are considered to be Integral to the management of the site and represent components of the municipal EPSC approval for the project which shall be Implemented. The EPSC plan depicts one snap shot in time of the site. All construction sites are fluid in their day to day exposures and risks as it relates to minimizing sediment loss from the site. It la the reaponalbllby of the Contractor to implement the necessary, BMP'a to comply with the Low Risk Handbook standards outlined on this shoat band on the Interim site disturbance conditions which may or may not be shown on the EPSC Site Plan. Specific BMPs which are apical to allowing the project to be considered a Low ask site include the items checked below: • Limit the amount of disturbed earth to two acres or less at any one bete. • There shall be a maximum of 7 consecutive days of disturbed corm exposure in any location before temporary or final stabilization is implemented. • The project Is to disturb Ins than two acres of soil with an wodiblllly, higher than K=0.17. • Limit the project sail disturbance to less than two acres with slopes greater than 5%. This project is authorized to disturb up to 1.6 acres 1. Mark Site Boundaries Purpose: Mark the Ste boundaries to Identify the limits of construction. Delineating your sits will help to limit the area of disturbance, preserve existing vegetation and lima erosion potential on the she. How to comply: Before beginning construction, walk the site boundaries and flag from, porn signs install orange safety fence. Fence is required an any boundary within 50 feet of a stream, lake, pond or wetland, unless the area is already developed (existing roads, buildings, etc.) 2. Umft Disturbance Area Purpose: Limit the amount of sail expand at one time to reduce the potential erasion on we Requirements: The permitted disturbance area is specified on the mis's written amhonzatin to discharge.coOnly the acreage limed on the authorization forth may be exposed at y given time. How to eompty: Plan ahead and phase the construction a"Iles to ensure that no more than the permitted acreage is disturbed at one time. Be sure to properly stabilize exposed soil with seed and mulch or erosion control matting before beginning work in a new section of the site. 3. Stabilize Construction Entrance Purpose: A Stabilized construction entrance helps reove mud from vehicle wheels to prevent tracking onto streets. Regulnmewta: If there will be coy vehicle traffic off of the construction site, you must install a stabilized construction mtrance before construction begins. How to install Rook Size: Use a mix of i to 4 Inch stone Depth: 8 inches minimum Width: 12 few minimum Length: 40 few minimum (or length of driveway, it shorter) Gsolemlle: Place filler cloth under entire gravel bed Maintenance: Redress with clean stone as required to keep sediment from tracking onto the street. 4. Install Slit Fence Purpose: Sift fences intercept runoff and allow suspended sediment to settle out Rirements: Si:p fence must be installed: • an the downhill side at the construction activities • between any ditch, .wele morm sewer Inlet or Walem of the State and the disturbed soil • Hay bales musk not be used as sadini barriers due to their tendency to degrade and fall apart. Where to place: • Place sift fence on the downhill edge of bare soil. At the bottom of slopes, place fence 10 few downhill from the and of the slope (if space is available). • Ensure the sift fence catches all runoff from bare soil. • Maximum drainage wet is Y. acre for 100 few of silt face. • Instal silt fence across the slope (not up and down hills]) • Install muflipl9 rows w sift face on long hills to break up flow. • Do net install SIR fence across ditches, channels, or streams or In stream buffers. How to Inststl silt fence: • Dig a trench 6 inches deep across the slope • Unroll sift fen, along the bench • Ensure Makes we on the downhill side of Me fence • Join fencing by rolling the and stakes together • Drive makes in against downhill Side of trench • Drive makes unfit 16 inches of fabric is in trmch • Push fabric into bench; spread along bottom • Fit] trench with soil and pack down • Remove accumulated sediment before It Is halfway up the fence. • Enwm that sift fence is trenched in ground and mere are no gaps. 5. Divert Upland Runoff Purpose: Diversion berms intercept rung from above the construction site and direct it around the disturbed area. This prevents clean water from becoming muddied with soil from the construction she. Raqulremerrtm b storm water runs onto your site hum up.lope areas and your site mews the following two conditions, you must install a diversion berm before disturbing any soil. 1. You plan to have one or more apes of soil exposed at any one time (excluding roads). 2. Average slope of the disturbed area is 20% w sleeper. How to Install: 1. Compact the berm with a shovel or earttnmoving equipment. 2. Seed and mulch berm or cover with erosion control matdng Immediately after Installatlan. 3. Stabilize the flaw channel with seed and straw mulch or erosion control matting. Line the channel with 41nch atone If the channel slope is greater than 20%. 4. Ensure the berm drains to an outlet stabilized with riprap. Ensure that there Is no erosion M the inlet. 5. The diversion bens shall remain in place until the disturbed areas are completely stabilized. 6. Slow Down Channenzed Runoff Purpose: Stone check dams reduce erosion In drainage channels by slowing down the storm water flow. Requirements: If there is a concentrated flow (e.g. in a ditch or channel) of storm water on your site, than you must Install mono check dams. Hay miss must not be used as check dams. Haw to Install: Height: No greater than 2 feet. Center of dam should be 9 inches lower than the side elevation Side elopes: 2:1 orflstter Stone size: Use a mbdure of 2 to 9 inch stone Width: Dams should span the width of the channel and extend up the sides of the banks Spacing: Space the dame so that the bottom floe) of the upstream dam is at (he elevation ol the top (crest) of the downstream dam. This spacing I, equal to the height of the check dam divided by the channel slope. Spacing (In fear) = Height of check dam (In feet)/Slope In channel MITI) Meintseeme.: Remove sediment accumulated behind the dam as needed to allow channel to drain through the stone check dam and prevent large pow. from cerrying sediment over the dam. R significant wosion occurs between check dams, a liner of alone should be installed. 7. Construct Permanent Controls Purpose: Permanent morn water treatment proctices are constructed to maintain water quality, ensure groundwater Bows, and prevent downstream hooding. Practices include detention ponds and wetlands, infimation basins, and at.- Water fitters. Requirements: If the total Impervious- area on your she, or within Me common plan of development will be 1 Or more acres, you must apply for a State Storm water Discharge Permit and construct permanent storm water treatment practices on your she. These practices must be installed before the construction at any impervious surfaces. How to comply: Contact the Vermont Storm water Program and follow the requirements In the Vermont Storm water Management Manual. Thor Storm water Management Manua] is available at: www.vtwaterquatny.og/stcrmwater. mM -An impervious surface is a mnmade surface, induding, but no limited to, paved and unpaved roads, parking areas, rocs, driveways, and walkways, from which precipitation runs off rather than Infiltrates. S. Stabilize Exposed Soh Purpose: Seeding and mulching, applying erosion control matting, and hydroseeding are all methods to mobilize exposed soil. Mulches and matting protect the soil surface while grass is establishing. Requirements: All mess of disturbam must have temporary or permanent mobilization within 7, 14, or 21 days of Initial disturbance, as stated in the project authorization. Alter this time, coy disturbance in me area must tre stabilized at the and of each work day. The following exceptions apply: • Stabilization is no required if earthwork Is to continue in the arm within the next 24 hours and there is n precipitation forecast for Me next 24 hours. • Stabiliznn is nor required If the Work Is occurring In a self-contained excavaton to. no outlet) with a depth of few or greater (e.g. house foundation excavation, utility trenches). All areas of disturbance must have per iment mablizefion within 48 hours of reaching final grads. How to comply: Prepare bare soil far seeding by grading the top 3 to 6 inches Of soil and removing any large rocks or debris. Seeding Rates for Temporary Stabilizatin April 15 - XXX. 15 - Ryegrass (annual Or perennial: 20 Ibs/acre) XXIC 15 - April 15 - Wimet rye: 120 Ibs/else Seeding Rates for Final Slebilizatim:Choose I � 1 Wxlia nn,l.f,�i hi n �Inn 51 ..con clue �hue,x,n l-uuu„ U. I xll kea.,,c RYJfltebe U.25 h, RennMc'f'm 5 0.1 l- Mu2.5 cash Ufliryve enJ ILr4cw OR251bs. UfDeasf or aM zs Ibs. Sun tic clmer Per acre April 15 - XXX75 - Hay or Strew: 1 Inch deep (1.2 balea/1000 s.f.) XXX75 - April 15 -- Hay or Straw: 21n. deep (24 bales/1000 s.f) Erosion Control Mating As per manufacturers instructions Hyckonwl As per manufacturers instructions 9. Winter Stabilization Purpose: Managing consbudlon apes to minimize emalon and prevent sediment loading of waters Is a year-round challenge. In Vermont, this challenge becomes even greeter during the late fall, winter, and early spring months. Winter Construction as discussed here describes the period between October 15 and April 15, when erosion prevention and sediment control is significantly more difficult. Reins In late fall, thaws throughout the winter, and spring melt and rains can produce significant flows over frozen and saturated ground, greatly increasing the potential for erosion. Requlrom.nt. for Winter Shutdown: For than projects that will complete earth disturbance actwims prior to the winter period (October 15). the fallowing requirements must be adhered to: 1. For areas to be stabilized by vegetation, seeding shall be completed no later than September 16 to ensure adequate growth and cover. 2. 11 seeding is net completed by September 15, additional non -vegetative protection mum be used to stabilize the site far the winter period. This Includes use of Erosion Control Matting or netting of a heavy mulch layer. Seeding with winter rye is recommended to allow far early germination during wet spring condpions. 3. Where mulch is specified, apply roughly 2 inches with an 8D.90% cover. Mulch should be tracked in or stabilized with netting in open area. vulnerable to wind. Requlromants for Winer Construction 1 construction activities Involving earth disturbance continue Pam October 15 at begin before April 15, the following requirements mum be adhered to: 1. Enlarged access points. Mobilized to provide for now, stockpiling. 2. Limps of dimurbence moved or replaced to reflect boundary of winner work. 3 A snow management plan prepared with adequate storage and comr-I of meltwater, requiring cleared snow to be Stored down slope of all erne of disturbance and out of alarm water treatment Structures 4 A minimum 25 foot buffer shall be maintained from penmetw controls Such as sit lance. 5. In areas of dimurbance that drain to a water body within 100 few, two we of silt fence must be Installed along the contour. 6. Drainage structures must be kept open and free of snow, and ice dame. 7. Sill fence and other practices requiring each disturbance mum be installed ahead of frozen ground. 6. Mulch used for temporary stabilization must be applied at double the Standard rate, or a minimum of 3 inches with an 80-90% cover. 9. To ensure cover of disturbed soil In advance of a meh event, areas at disturbed .oil must be mobilized at the and of each work day, with the following exception,: • It no precipitation within 24 hours is forecast and work will resume In the same disturbed area within 24 hours, daily stabilization is net necessary. • Disturbed areas that collect and retain runoff, Such as house foundations or open utility trenches. 10. Prior to Stabilization, snow or ice must be removed to ten than 1 Inch thickness. 11. Use stone to mobilize areas such as the perimeter of buildings under constroctim or where construcllm vehicle traffic is anticipated. Stone paths mould be 10 to 20 fast wide to Bcrammodate vehicular traffic. 10. Stabilize Soil at Final Grade Purpose: Stabilizing the she with seed and mulch or erosion cannot mamng when ft reaches final grade is the beat way to prevent erosion while construction continues. Requirement•: Within 48 hours of final grading, the exposed soil must be seeded and mulched or covered with erosion control matting. How to comply: Bring the site or sections of the see to final grade as somas possible after construction is completed This will reduce the need for additional sediment and wookm control measures and will reduce the (wet disturbed area. For ending and mulching rates, follow the speclAcenions under Rule S. Stabilizing Exposed Sol. 11, Dewatering Activities Purpose: Treat water pumped from dewatering activities so that It Is dew when leaving the construction she. Requirements: Water from dewetering activities that flows off of the connucbon site must be dew. Water mum not be pumped Into storm sewers, lakes, or wetlands unless the water is clear. How to comply: Using sock fitters or sediment fiber bag. On dewatering discharge hmes or pipes, diwhwge water Into sift fence enclosures Installed In vegetated areas away from waterways. Remove accumulated sediment after the water has dispersed and stabilize the wait With seed and mulch. 12. Inspect Your Site Purpose: Perform Ste inspections to ensure Mat all sediment and erosion control practices am functioning properly. Regular inspections and maintenance of practices will help to reduce coma and protect water quality Requirements: Inspect Me she at least once every 7 days and after every rainfall w snow matt that results in a discharge from the site. Perform maintenance to maum that practices ere functioning according to the specifications outlined in this handbook. In the event at a noticeable sediment discharge from the construction she, you must take immediate action to Inspect and ma]mSn existing erosion prevention and sediment control practices. Any visibly discolored coon Water runoff to waters of the State must be reported. Forme for reporting dlachwges we available at www.vtwalorquality.org/monwmer.htm D-50 DOWNSTREAM FLOWLJNE SLOPE OF STRUCTURE (myrtr) OF ROCK 0.35 0.30 0.25 0.20 0.15 0.10 (SIM) MAXIMUM WATER DEPTH OVER ROCK (arm) PLASTIC ORANGE 73 15 18 20 25 33 45 CONSTRUCTION FENCE 150 30 36 41 50 66 100 END POINTS W MUST BE HIGHER THAN THE FLOW LINE POINT'S 0.35 firma OR FLATTER 75mm (3 In.) MIN. FLOW LINE SLOPE COARSE ROCK A A �- A I - 50cm - - B - (2 ft. MAX) iE _ Isom TO 45cm MINIMUM DEPTH OF COARSE �_� (0.5 TO 1.5 N.) ROCK SET IN 10cm (4 In. - ROCK PLACED IN CHANNEL DIFFERENCE MIN.) TRENCH FLOW LINE IS 15cm (0.5 ft.) CONSTRUCTION FENCE DETAIL N.T.S. Qlno vIll DIVERSION RIDGE REQUIRED 2OGREATER WHERE GRADE EXCEEDS 2% ROADWAY FILTER FABRIC CIMPTInM A_A SANDBAGSOR - SPILLWAY CONTINUOUS BERM OF NOTE: EQUIVALENT HEIGHT USE SANDBAGS OR OTHER / APPROVED METHODS TO SUPPLY WATER TO WASH WHEELS IF NECESSARY CHANNELIZE RUNOFF TO BASIN AS REQUIRED Q FLAW A }j� A T-3' (50.75mm) COURSE AGGREGATE MIN. W R, . (150mm) THICK DIVERSION RIDGE 1. THE ENTRANCE SMALL 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 APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. STABILIZED CONSTRUCTION ENTRANCE N.T.S. POSTS 1. SET POSTS AND 2. ATTACH SILT FENCE EXCAVATE A 4'XW AND EXTEND IT TO ANGLE 10' TRENCH, SET POST SILT THE TRENCH. UPSLOPE FOR DOWNSLOPE. FENCE STABILITY AND SELF CLEANING -.. 3. STAPLE THE SILT COMPACTED_\\A FENCING TO THE BACKPILL END POSTS. BACKFILL TRENCH. SILT FENCE CONSTRUCTION DETAIL N.T.S. COnMT WICW SITE ENGINEER: f C CIVIL ENGINEERING ASSOCIATES, INC. 10 MANSFIEID NEW LANE, SOUTH BUNIAJGTON, W 054M eoz.beazszs FAx e02Jb422z1 eoo: xvw.oaeMmm SAL caurm DSM A I.- DSM OWNER/APPLICANT SOUTH - BURLINGTON REALTY CORP. PLACE DOWNSTREAM STRUCTURE SUCH THAT POINT'S' IS APPROXIMATELY LEVEL WITH THE LOWEST GROUND 0 ^ THE UPSTREAM S7 ELEVATION OF STRUCTURE -� ) -g STONE CHECK DAM STRUCTURE N.T.S. TEMPORARY SEEDING A MULCH OR NETTING SILT FENCE OR HAY BALES INSTALLED ON DOWN GRADIENT SIDE TEMPORARY STOCKPILE DETAIL N.T S. FILTER FABRIC TO BE POST MIRAFI 100X OR APPROVED EQUAL POST SPACING 2YgX 2Ys WOOD 2.5' ' •.--•�• METAL POST 10 4x4WOOD td `•rv.� FILTER FABRIC TO BE LI CPPED, BACKFIFILLED AND TAMPED S' BELOW GRADE STEEL OR WOOD STAKES NOTES: (SEE CHART AT RIGHT) 1. INSTALL MIRIFI ENWROFENCE, 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 S', FOLDED AND STAPLED. SILT FENCE DETAIL N.T.S. WILLISTON, VERMONT PROJECT: 4 LOT SUBDIVISION OFLOT 1 MEADOWLAND BUSINESS PARK VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT LOCATION MAP I- = 2000 Y m CItY SUaMTAt EROSION CONTROL DETAILS AND SPECIFICATIONS OATF. 8R NOV., 2014 " a'Na nnaa 1- AS SHOWN Cie 2 t No. 14183 24' x 24° C.I. GRATE w/4 FLANGED APPROVED BACKFILL FRAME (OR APPROVED EQUAL) MATCH DITCH SECTION CULVERT S END SECTION TOPSOIL, RAKE, SEED &MULCH UNPAVED PAVED THOROUGHLY COMPACTED IN S" LIFTS RIM 355.5 - FINISH GRADE " _ NOTES: 1 PACTION OF GAC"lLI_ AND SHALL BE A CES)OF MINIMUM OF 90%(95%UND OSURFACES) a J O OOO O o O D o p oc MAX MUM ORER MNEGI� NES ANTEST (ASTM MSel ¢ SET FRAME ON FULL y " M MORTAR BED 2. BEDDING MATERIAL SHALL NOT BE PLACED ON FROZEN sus RARE. y �\ \�\ 4 \\/\\ •• w qi S 3. APPROVEO HN—u SHALL NOT CONTAIN ANY STONES MORE WATERTIGHT JOINT USING 1' MIN. WIDTH FLEXIBLE \ *2 TYPE II STONE FILL w THAN 12' IN LARGEST O MENSION IS IN ROADWAYS,11/2• GASKET (SEAL EXTERIOR 0' SQ.A-A \ a MAXIMUM O AMETER WITHIN N OF THE OUTSIDEOFTHE JOINTS AND LIFT HOLES w/ SEAL W/HYDRAULIC CEMENT D PIPE), OR CONTAIN ANY FROZEN, WET, OR ORGANIC MATERIAL NON -SHRINK GROUT) T) — MORTAR, OR CAST -IN -PLACE 2' 8 O 4. THESHALLBE COMPLETELY MINATERED PRIOR TO FLEXIBLE M.H. SLEEVES Y S' SUMP (MIN.) / D♦2 FENCING OF PIPE NMAND OEWpTEPEO DURINGG INSTALLATION ATERIALALLATION OF PIPEE AND BACKFIIL " (SEE PLANS) Z 1B' HOPE INLET PIPE RIM 353.4 18" MOPE OUTLET PIPE A {•o. ate. D C STORM LINE, SEE PLAN S. IN TRENCHES WITH UNSTABLE MATERIALS, TRENCH BOTTOM RIM 353.3 — T O o p U p Q FOR TYPE AND SIZE SHALL FIRST BE STABILIZED BY PLACEMENT OF FILTER FABRIC _-- — — MATCH 2 o THEN CRUSHED STONE (314- MAXIMUM).T1 w -- CULVERT 0000 0 0° O CCCo PIPE BEDDING 4. THE SIDES OF TRENCHES 4' OR MORE IN DEPTH ENTERED BY PERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OF ut B. Oo O C p REPOSE AS DEFINED BY O.B.H.A. STANDARDS. b N g" MIN. CRUSHED GRAVEL CULVERT 4° OO UNDISTURBED SOIL T. BEDDING MATERIAL SMALL CONSIST Of CRUSHED STONE WRH e A OR ROCK A MAXIMUM SRE OF y'. SUBMIT SAMPLE TO THE ENGINEER PRECAST CONCRETE W( �� 777 END SECTION FOR APPROVAL MONOLITHIC BASE _ a �_v o-o TYPE II, STONE FILL _a00000 ,8' MIN. THICKNESS `rk II I ��1TYPICAL STORM TRENCH PgECASTMANHOLESTRUCTURES END SECTION DETAIL SHALL CONFORM TO > USE30'SQ.STRUCTURE/GRATE N.T.S. C478(LATEST EDITION)TMSPEC. WHERE PIPE SIZE DICTATES w/ STONE FILL @ INLET 2x2 CATCH BASIN 3 N.T.S. 2 N.T.S. NOTE: ALL DRAINAGE PIPES TO HAVE AN END SECTION 6 STONE FILL @ THE INLET EXISTING GRADE 12' MIN. '---- EROSION CONTROL MATTING IN DITCHED IN/ PROFILE GRADES EXCEEDING 5%. STAPLE AS PER MANUF. SPECS. ECM TO BE GRASS LINED DITCH 4 N.T.S. 30" OT 24 DIAMETER HOPE IN SEE - SEE PLAN FOR TRANSITION O _ #4REINFORCING HOOP @ 4'D/c ' - CONCRETE FOOTING FLOWABLE FILL �CONCRETE FOOTING ENCASEMENT DETAIL 47 N.T.S. AS SHOWN ON PLANS 2`07 7 WHITE THERMOPLASTIC CROSSWALK DETAIL L N.T.S. BITUMINOUS - EMULSIFIED - 1Y"TYPEIV CONCRETE 1 ASPHALT / FINISH COURSE PAVEMENT 2Y.' TYPE It / BASE COURSE aJua'�e" CRUSHED GRAVEL-FlNE AOT SPECIFICATION 704.05 o (OR APPROVED EQUAL) 8' v o 0 0 1DENSE GRADED CRUSHED STONE I AOT SPECIFICATION 704.05 COMPACTED SUBGRADE �- SEPARATION/STABILIZATION GEOTEXTILE TYPICAL PAVEMENT SECTION (FULL DEPTH CONSTRUCTION SECTION) N.T.S. SIDEWALK WIDTH AS SHOWN ON PLANS _ r6 THICKCONCRETE SIDEWALK 0 000 04 Do�oo°joo Doo �j g• � - 8' CRUSHED GRAVEL (FINE) g UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL NOTES: 1. EXPANSION JOISTS SHALL NOT BE INSTALLED. 2. THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. CONCRETE SIDEWALK DETAIL ELECTRICAL CABLE MARKING TAPE SHALL BE PLACED W TO 12" BELOW FINISH GRADE APPROVED BACKFILL THOROUGHLY COMPACTED IN S' LIFTS TELEPHONE CABLE E T MIN. W SAND OR FINE ELECTRICAL CONDUIT GRAVEL ON ALL SIDES OF CONDUIT 24' MIN. CONDUIT SHALL BE ENCASED IN A 4" ENVELOPE OF CONCRETE UNDER THE FOLLOWING CONDITIONS: A. FOR INSTALLATION UNDER THE TRAVEL PORTION OF THE ROAD. B. WITHIN 10OF WATER, SEWER, GAS AND DRAIN CROSSING ELECTRICAL TRENCH - PRIMARY 1 2 N.T.S. T-O' (UNLESS OTHERWISE SHOWN ON PLANS GRASS LINED ---__--- SWALE (SEE DETAIL) 4" OF 1" MINUS SUR-PAC TYPE CRUSHED STONE 9 oGG�o� S' GRAVEL SUBBASE /7 UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL GRAVEL PEDESTRIAN PATH DETAIL GAS MARKING TAPE SHALL BE 12" BELOW FINISH GRADE OVED BACKFILL THO �IN PE LIFTS GAS OUGMLV COMPACTED G - MIN. SAND FINE \ � � GRAVEL ON ALL SIDES OF CONDUIT IN AREAS OF ROCKY SOIL 24" M.N. GAS LINE TRENCH DETAIL 1 0 N.T.S. 5" ELECTRICAL CONDUIT ELECTRICAL CABLE MARKING TAPE SHALL BE PLACED 8" TO 12' BELOW FINISH GRADE APPROVED BACKFILL THOROUGHLY COMPACTED IN S' LIFTS (2) 4" TELEPHONE CONDUITS 3' CABLECONDUIT MIN. 4' SAND OR FINE GRAVEL ON ALL SIDES OF CONDUIT /-1ELECTRICAL TRENCH - SECONDARY TOP OF CURB (SEE PLAN FOR TYPE OF CURB) END TRANSITION SLOPE / BEGIN TRANSITION SLOPE i- FACE OF CURB FINISHED GRADE OF ROAD PAVEMENT TRANSITION CURB DETAIL N.T.3. ANCHOR BOLTS S TEMPLATE BY LIGHT POLE SUPPLIER BOLT OR CADWELD GROUND WIRE TO POLE 4 NON -TAPERED SQUARE ALUMINUM POLE - DARK BRONZE FINISH HAND HOLE IN/ COVER FINISH GRADE -- PAVEMENT SURFACE �,\\�\\j t Y." CONDUIT FOR #6 I =_ I SCHE. 80 PVC FROM BARE COPPER _. T POLE TO POLE W ;D GROUNDWIRE ,j„`_� SPARATE GROUND (4) #5 VERTICAL I I WIRE %"x1BCOPPER WELD ,8 - GALV. STEEL TO PVC GROUND ROD BOND CONDUIT CONNECTOR TO CONDUIT, BASE S #3 TIES @ 12" O.C. POLE POLE LIGHT DETAIL 1 4 N.T.S. SITE ENGINEER: C CIVIL ENGINEERING ASSOCIA(ES, INC. 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 R02�832�ZOn FPX^SD2dB' e?rury Reb Nww.cae-H. unm IRLUFN SAL cIDCXED DSM API'ROYED DSM OWNER/APPLICANT: SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT PROJECT: 4 LOT SUBDIVISION OF LOT 1 MEADOWLAND BUSINESS PARK VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT 116� N $} PROJECT _ OCAi ON LOCATION MAP V = 2000 lUSV1910ry I112n< DSM CITY SURMIRAL SITE DETAILS DATE DRATNNO NLINBSB NOV., 2014 scv.E AS SHOWN C4A 0 PRO]. NO. 14183 TOPSOIL, RAKE, APPROVED BACKFILL NOTES: SEED & MULCH THOROUGHLY COMPACTED UNPAVED DLPAVED (SEE SITE PLAN) IN e'LIFTS 1. COMPACTION OF SACKFlLL AND REDOING SMALL BE MINIMUM OF 90%(VS%UNDER ROADWAY SURFACES) OF MAXI MUM DRY DENSITY DETERMINED IN HE STANDARD ,.-�,M ,,,,�•,,,,, PROCTOR TEST (ASTM 0698). 2. BEDDING MATERIAL SHALL NOT BE PLACED ON FROZEN SUBGRADE. 3. APFROVED BACKFILL SHALL NOT CONTAIN ANY STONES MORE TAW Is' IN LARGEST DIMENSION N' IN ROADWAYS, 1- 4' WIDE MAGNETIC 'SEWER" TAPE INSTALLED MAXIMUM DIAMETER WITHIN 24. OF THE OUTSIDE OF THE PIPE), OR CONTAIN ANY FROZEN, WET, OR ORGANIC MATERIAL 12" OVER SEWER PIPE A LL HENCHES SHAM COMPLETELY DEWATERED PRIOR TO PLACING OF PIPE BEDDING MATERIAL AND an T RIOID INSULATION WHEN DEWATERED DURING INSTALLATION OF PIPE AND IMCKRLL ( DEPTH OF PIPING IS LESS &. IN TRENCHES WIH UNSTABLE MATERIALS, TRENCH BOTTOM THAN MINIMUM NOTED SHLLLFmST SE STABILZED BYPUMMENT OF FILTER FA IC 2 D SEWER LINE, SEE PLAN HEN CRUSHED STONE (AN MAXIMUM). a. HE SIDES OF TRENCHES NOR MORE IN DEPTH ENTERED BY FOR TYPE AND SIZE PERSONNEL SHALL BE SHEETED OR SLOPED TO HE ANGLE OF REPOSE AS DEFINED BY O.S.H.A STANDARDS. - - PIPE BEDDING 1. BEDDING MATERIAL FOR WASTEWATER LINES SMALL CONSIST - OF CRUSHED STONE OR GRAVEL WITH A MAXIMUM SIZE OF %'. SUBMIT A SAMPLE TO HE ENGINEER FOR APPROVAL 0 UNDISTURBED SOIL OR ROCK a. ALL JOINTS TO BE INSPECTED BY OWNER/ENGINEER/TOWN PRIOR TO BACKRLL �1 TYPICAL SEWER TRENCH DETAIL 1 N.T.S. MANHOLE OPENING A 2a' PLAN LESULONFRAME&COVERLC286 TYPE C OR EQUAL, ADJUST TO MEET FINISH GRADE AFTER PAVEMENT BASE COURSE HAS BEEN INSTALLED. I, FUIRINGRAL W C I CHANNEL RISE tP UNDISTURBED SDIL OR POCK CLASS B CONCRETE SHELF AND INVENT ELEVATION !Ar MIN. RADIUS SRW WAY RANGE M M OU TO MATCH GROUND LINE AANHOLE WALL PLUG, HYDRANT SET FRAME ON FULL MOWAR BED & S JOINT rWmU Y WIH MUNICIPALITY I ENGINEER USE OF RUBBER GRADE RINGS W/ MASTIC IN PLACE OF FULL MORTAR BED) =} : a ADJUSTTOGRADE(1RMAXJWIH PRECAST RISER SECTIONS USINQ THE LEAST NUMBER OF RISERS THAT ARE COMNERCi AVAILABLE. MASTIC SHOULD BE USED TO SEAL BETWEEN CONCRETE RISERS. WHERETHE ROAD HAS A SLOPE, ANGLED RUBBER GRADE RINGSSHALLBE USEDPERHE MANUFACTURER'S RECOMMENDATIONS. C ADD WINTER MARKING FLAG$ (SPRING SUPPORTS) AW WA HYDRANT, VALVE ADJUSTABLE IRON VALVE BOX w/COVER n MARKED 'WATER• II r C WATER um .\ Q8 POLYPROPYLENE MANHOLE STEPS al e' O.C. CONCRETE THRUST BL (SIZE DETERMINED BY SO CONDITIONS) (REFER TO WATERTIGHT JOINTS USING THRUST BLOCK TABLE FO MASTIC BUTYL JOINT SIZING) COAT EXTERIOR OF ENTIRE MANHOLE WIHA WATEWIBM SEALANT Q COATS) CAST IN PLACE FLEXIBLE MH SLEEVES OR APPROVED EQUAL (TYP. ALL PIPES) USE 8 (MAX) STUBS AT ALL MANHOLE PIPE CONNECTIONS CLASS A CONCRETE SA4E OR APPROVED PRECAST CONCRETE BABE 12' MIN. B• MIN. CRUSHED STONE BEDDING NOTES: 1. EXTERIOR JOINTS SHALL BE SEALED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. 2. INTERIOR JOINTS SHALL NOT BE GROUTED. 3. IF DEPTH OF MANHOLE IS T OR LEW FROM RIM TO CENTERLINE INVERT, HEN A FIAT TOP SHOULD BE SUBSTITUTED FOR THE CONE SECTION. C CENTERUNE INVFAT ELEVATION IF SHOWN ON THE PLAN IS THE AVERAGE INVERT IN HE MANHOLE. HE INLET IN SHALL BE 0.03 FEET HIGHER AND HE INLET OUT SHALL BE 0.0E FEET LOWER. 5. PRECAST RISER AND BASES FOR MANHOLES SHALL CONFORM TO ASTM SPEC CJTa. r�TYPICAL SANITARY SEWER MANHOLE V N.T.S. Note: SITE ENGINEER: All work to be performed In accordance with the Specifications and Details for the Installation of Water lino and C Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, and the Village of Jericho. Dwells should be modified to the above reference apeclflca0ona. CIVIL ENGINEERING ASSOCIATES. INC. t0MANSFIEIDVIEWIANE SOUTHBURUNGTON W Q54G1 TOPSOIL, RAKE, INSTALL UTILITY LOCATOR NOTES: eozae =S FAX 802-UPEU11 HaA: waw.cas-H.vom SEED & MULCH RIBBON OVER WATER MAIN UNPAVED PAVED APPROX. 2' BELOW SURFACE 1. COMPACTION OF BACKFILL AND BEDDING 9M11LL BE •nnw.aw AO rma _ ,,, ,,,P,N,a Nw,c,mPn MINIMUM OF SM (95%UNDER ROADWAY SURFACES) W - NAXIMUMDRYDENSITYDETERMINEDINHE STANDARD PROCTOR TEST (ASTM Date). 4. REDOING MATERIAL SNALL NOT SE PLACED ON FROZEN BUBGRADE. a o0 00 00 00 3. APPROVED BACKFlLL SHALL NOT CONTAIN ANY STONE$MORE APPROVED BACKFILL THAN I IN LARGEST DIMENSION IN IN ROADWAYS,I I1r THOROUGHLY COMPACTED MA1rIMUNIDIAMETER WITHIN 24. OF HE OUTSIDE OF HE lbf PIPE), OR CONTAIN ANY FROZEN. WET. OR ORGANIC MATERIAL IN W LIFTS 4. TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TO RIGID INSULATION AS PLACING OF PIPE BEDDING MATERI AND KEPT REQUIRED. USE 1"OF MWATERED DURING INSTALLATION OF PPE AND BACKFILL mINSULATION FOR EVERY 4. IN TRENCHES WITH UNSTABLE MATERIALS, TRENCH BOTTOM -D� FOOT DEPTH OF PIPING I$ $HAIL FIRST BE STABILIZED BY PLACEMENT OF FILTER FABRIC LESS THAN W-W THEN CRUSHED STONE (SIN MAXIMUM). WATER LINE, SEE PLAN a. THE SIDES OF HENCHES 4' OR MORE IN DEPH ENTERED ev FOR TYPE AND SIZE PERSONNELSHALLBESHEETEDORSLOPEDTOTHEMQMOF T - REPOSE AS DEFINED BY O.S.H.A STANDARDS. THOROUGHLY COMPACTED SAND BEDDING 1. BEDDING MATERIAL SHALL CONSIST OF CRUSHED STONE WITH DI2 A MAXIMUM SIZE OF %'. SUBMIT A SAMPLE TO HE ENGINEER B CRUSHED STONE BEDDING FOR APPROVAL UNDISTURBED SOIL 9, CONTRACTOR TO INSTALL TRACER WIRE ALONG ALL ORROCK SECTIONS OFNEW WATER UNE TERMINATE TRACER WIRE AT ALLVALVEBOXESANDHYDRANTS. COORDINATE TRACER WIRE (VERIFY TYPE WITH INSTAIWTION WITH TOWN AND ENGINEER. TOWN/ENGINEER PRIOR TO START OF CONSTRUCTION) TYPICAL WATER TRENCH DETAIL 2 NO EB: N.T.S. § § 1. TAPPING SLEEVES AND VALVES ON Z EFFECTIVE CWDTRANSMISSIONM4INSARETO 2 pLL COVERS SHALL BE MARKED MINIMUM ONE FULL BEARING MEETHECHANPLAINWATER 9NATER• WITH AN ARROW SHOWING NOTE: BURIED GATE VALVE DISTRICT" STANDARD SPECIFICATION THE CWWERCt__k 19E LENGTH OF PIPE AREA FOR TAPPING SLEEVES AND TAPPING WHENCELOCATED BETWEENSIDEAWALKCED AND CURB (WITH CONCRETE DIRECTION OF OPENING. THE FACE NOZZLE SHALL BE PLACED t' TO B SUPPORT VLLVE & VALVES" SITED ING S EP,1992. ANCHOR ' " ALL OTHER TAPPING SLEEVES AND FRO M HE FACE OF HE CURB. WHEN LOCATED INSTALL CURB STOP BOX TO BEHIND THE SIDEWALKHE NOZZLE SHALL BE VALVEB To ACCESS CURBS WIRE PLACED BETWEEN N AND F FROM EDGE OF - - " SPECIDISTRBUTTON SYSTEM FINISH GRADE arDEWALX P. SPECIFICATIONS 2. WET TAPS PRE -APPROVED FIR SONLY.PREFORMEO BY BOX UNMSWRBED UNDISTURBED 3. ALL IlT1NG8 HATME„OHAVE _ ADJUSTABLE IROKED'WN VALVE TER SOIL VALNE/DEAD END PmUI�$ BOIL CONCRETE POURED AROUND THEM WmI COVER MARKED 'WATER' -�� NOTE: -- ARE TD BE WRAPPED WITH 4 m11. PLACE 3 Mr. (MIN.) - TAPPING VALVE POLYETHYLENE POLYETHYLENE PRIOR TO CONCRETE - FMIEH GRADE PLACEMENT. CONSHEET BETWEEN ALL BLOCK AND MJTS..01AU_ TAPPING SLEEVE --- - REAINERGL GLAND QMLUC BLOCKS AND PIPE NUTS B BOLTS SHALL BE RETAINER GLAND ON ANWOR COATED BY HEAVY BRUSH TAPPING APPROVED EQUAL �j PREVENT BONG. WITH BRUMASTICCDLO SLAVE APPIJED MAT®IIAL PRIOR Ve CORPORATION IN FIRST .. TO BACKFILL LENGHOFPIPEFORTESTING UNDIaTURBED ANCHOR +UNDIBNIIBED W', Z? T/2', BOIL T!E DIRECTSURYCWTED TEE SOR OR 11 1/4 BEND - NEW WATERLINE TRACER WIRE TK a / _{__ MINIMUM AREA OF DEMING SURFACE OF CONC. HRUST BLOCKSKTf VPC PIPE FOR In _r mn EX.IN0 ---- - UNDERGROUND CONCRETETHRUSTBLOCK 3' R 12' SAFr. WATERMAIN TRACER WIVE • (81ZEDETERMINED PTSOIL gU. qy. Ty5 NOS e 0 tl rvc % • e o0 0 ° °o CONDITIONS) (REFER TO A De. La. & ee -'... CONCRETE THRUST BLOCK\ THRUST BLOCK TABLE FOR I. AU 5. - (SIZE DETERMINED BY BDIL 0.5 05 0.5 05 OS 10 OS OUO S4NF ttl UUO o� `�"o"otY'ca SIZING) .0 10 1.0 05 1.5 2 5 J RO 00 5 0 4,OW CONDRIONS)(REFER TO ..o cou o 1 1.0 5 0 0.5 20 25 15 .5 ] UO 50 3,000 HRUST BLOCKTMLE FOR 8H•CRWNED STONE BEDDING 1.5 25 5 2. 0 0 J.520. 2. 150 e0 MOO SIZING) (MIN. 12-THICK) UNDISTURBEDSOIL -- 4 MIL POLYETHYLENE BETWEEN 3/4' CRUSHED STONE UNOSTURSEDSOIL nv I- Ilv c UFx rvv nx[4 JOa,Sl eLnu a 10OI FITTINGS AND CONCRETE BEDDING MIN. 1?THICIQ UU wn 1�r ,� �vu u - LAxvEx PP ANCHOR COUPLING OR OCK SPOOL PIECE WITH NOTES: NOTE: THRUST BLOCK B LLL BE USED AT ALL BENDS, TEES A REDUCERS L MEGA-WGOLANDS 1.ALLFITTINGSARE TOHAVE MEGA;UO TAPPING SLEEVE & VALVE DETAIL RETAINER GLANDS. THRUST BLOCK DETAILS 5 N.T.S. R 2. PRIOR TO POURING THRUST BLOCKS ALL /1 FITTINGS ME TO BE WRAPPED WIH 4 mil 4 NOBACKFILLING WILL BE ALLOWED ANTI BLOCKS N.T.S. POLYETHYLENE HAVE SET SUFFICIENTLY, AS DETERMINED BY THEOTOWN OR ENGINEER HYDRANT ASSEMBLY DETAIL N.T.S. (\ POIN70F CR0881NO PROPERTY LINE OR -- EASEMENT BOUNDARY I jr MIN. ADJUSTABLE IRON CURB BOX w/ LID MARKED "WATER'. CONTRACTOR TO COORD. FINAL CURB FINISH GRADE STOP COVER WITH LOCAL WATER DEPT. 9 6 STATIONARY ROD 23� z RTn 7 tq SEWERI INSTALL A GOOSE N NECKLOOP TYPE OR SERVICE OR AS SHOWN ON PLANS 1' CURB STOP (CAMBRIDGE WATER MAIN BRASS NO -LEAD BRASS OR RED HEAD MANUFACTURING y SO 5151ID4151 OR DEPT. SINGLE 20' LENGTH OF ,l APPROVED EQUAL) WATER QUALITY PIPE 1' CORPORATION STOP 4"X8"X1W SOLID CONCRETE BLOCK \ (CAMBRIDGE BASS NO- LEAD BRASS OR RED HEAD j� MANUFACTURING BRASS 4381 OR DEPARTMENT UNDISTRRBED SOIL APPROVED EQUAL) 'ALL BRASS UNIONS AND A APTORS SHALL BE WATER SERVICE CONNECTION CAMBRIDGE BRASS NO -LEAD BASS OR RED HEAD MANUFACTURING BRASS OR DEPT. APPROVED EQUAL) �] GRAVITY SEWER OR -\ FORCE MAIN (JOINTS \JV_l TO BE ENCASED) m Zf ENCASEMENT IF SEPARATION IS BETWEEN I2'TO 1 B" WATER MAIN 10' MIN. ED SEWER MAIN OR 2 GRAVITY SEWER PROFILE VIEW = THE GRAVITY SEWER JOINTS = SHALL BE CONCRETE ENCASED D WHEN THE SEWER MAIN IS LOCATED ABOVE THE WATERMAIN WATERiSEWER CROSSING REFERENCE: VT. WATER SUPPLY RULE CHAPTER 21 SECTION 8.8 WATER OR - STORM LINE MINIMUM 10' SEPARATION BETWEEN OUTSIDE OF PIPE WATER OR STORM LINE JOINT NOTES: r' I. AT CROSSINGS, ONE FULL LENGTH OF WATER/STORM PPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/BTORM AS POSSIBLE. 2. IF THE STORM MAIN IS OVER THE WATER MAIN, THE FIRST STORM PIPE JOINTS ON EA SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR HE WATER AND STORM PIPES MAY BE REQUIRED. 3. WHERE R IB IMPOSSIBLE TO MAINTAIN THE I8'SEPARATION, THE STORM MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SMALL BE PRESSURE TESTED TO WATER MAIN STANOMOS. ♦ WATER MAINS AND STORM LINES ON MMHOES SHALL HAVE AT LEAST to HORRONTILL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. WATER/STORM CROSSING 9 N.T.S. URA_ SAL C-SED DSM APPROVED DSM O W N I'; H/APPLICANT SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT P ROJE( T: 4 LOT SUBDIVISION OFLOT 1 MEADOWLAND BUSINESS PARK VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT 99 N �18 I`HOJECT LOCATION d' LOCATION MAP i" = 2OW SITS 1- I4/tP/14 OSM t;nvs'uHxvT1A1 UTILITY DETAILS RAVING NI NHFH NOV., 2014 AS SHOWN C4a 14183 PROJECT COORDINATION PART 1 - GENERAL 1.01 MEETINGS & PROJECT ACCESS A. The Owner shall be notified five (5) days prior to commencement of Work by the Contractor. B. The Contractor will coordinate with the Owner to arrange an on -site pre -construction meeting prior to commencement of any work. Job superintendents and subcontractors shall be Included in this meeting. C. The Contractor will coordinate all phases of the Work, so as not to interfere with the normal work procedures in the area. D. The Contractor shall conduct his work In such a manner as to not Interfere with or endanger work or traffic In areas adjacent to the construction area, except as permitted by the Owner. The Contractor shall so arrange his construction operations as to provide access for emergency vehicles and equipment to the work site at all times. 1.02 LABOR A. The Contractor and subcontractors will employ mechanics skilled in their respective trades. B. All labor will be performed In a neat and workmanlike manner. 1.03 PROTECTION OF PERSONS AND PROPERTY A. The Contractor shall be responsible for initiating, maintaining, and supervising all O.S.H.A, safety precautions In connection with the Work. B. Fire Protection: The Contractor shall take all necessary precautions to prevent fires adjacent to the Work and shall provide adequate facilities for extinguishing fires. The Contractor shall also prevent fires in project related buildings and shall prevent the spread of fires to areas outside the limits of the Work. C. Safety Precautions: Prior to commencement of Work, the Contractor shall be familiar with all safety regulations and practices applicable with construction operations. No additional payments will be made for equipment and procedures necessitated by these safety precautions. 1.04 CORRECTION OF WORK A. The Contractor shall promptly correct all Work rejected by the Owner as defective or as falling to conform to the Contract Documents. The Contractor shall bear all cost of correcting such rejected Work. 1.05 WEATHER CONDITIONS A. No Work shall be done when, in the opinion of the Owner, the weather Is unsuitable. No concrete, earth backfill, embankment, or paving shall be placed upon frozen material. If there is delay or interruption in the Work due to weather conditions, the necessary precautions must be taken to bond new Work to old. B. Protection Against Water and Storm: The Contractor shall take all precautions to prevent damage to the Work by storms or by water entering the site of the Work directly or through the ground. In case of damage by storm or water, the Contractor, at his own expense, shall make repairs or replacements or rebuild such parts of the Work as the Engineer may require in order that the finished work may be completed as required by the Drawings and Specifications. 1.06 DISPOSAL OF DEBRIS A. All debris and excess materials, other than that which is authorized to be reused, become the property of the Contractor and shall be promptly removed from the property, The Contractor shall receive title to all debris and/or excess material. The Owner will not be responsible for any loss or damage to debris or excess material owned by the Contractor. 1.07 PROJECT LAYOUT A. The Contractor shall be responsible for providing all necessary survey stoking. 1. Locate and protect control points before starting work on the site, 2, Preserve permanent reference points during progress of the Work. 3. Establish a minimum of two permanent benchmarks on the site, referenced to data established by survey control points. a. Record locations, with horizontal and vertical data, on Project Record Documents. 1.08 TESTING A. The Contractor Is responsible for obtaining testing and Inspection services. S17E CLEARING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Remove surface debris. 2. Clear site of plant life and grass. 3, Remove trees and shrubs. i4. Remove root system of trees and shrubs. PART 2 - PRODUCTS Not used. 3 PART 3 - EXECUTION 3 " + y 3.01 PROTECTION $ A. Protect utilities that remain from damage. 0 B. Protect trees, plant growth, and features designated to remain b as final landscaping. ` C. Protect bench marks and existing structures from damage or displacement. D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. E. Maintain access to the site at all times. 3.02 CLEARING A. Clear areas required for access to site and execution of Work. B. Remove tree. and shrubs within marked areas. Remove stumps, roots and tap roots and other projections 1e" or greater in diameter to 2'-0" below the excavated surfaces In cut areas and 2'-0" below the exposed subgrade in fill areas. 3.03 REMOVAL A. Remove debris, rock, and extracted plant life from site. B. The Contractor shall coordinate Work with the Engineer and Owner in establishing suitable areas within the property limits for depositing debris, rocks and extracted plant life. The Contractor shall be responsible for backfilling (capping) and grading all waste sites. 3.04 UTILITIES A. Coordinate with utility companies and agencies as required. SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. All excavation (unless covered In other sections of these specifications), removal and stockpile of topsoil, stabilization fabric, and other miscellaneous and appurtenant works. 2. Site filling. 3. Roadway structural sections. 1.02 PROTECTION A. Protect bench marks and existing structures. B. Protect above or below grade utilities which are to remain. 1.03 SUBMITTALS A. Testing laboratory reports Indicating that material for backfill meets requirements of this Section. B. Field density test reports of site fill in place. C. Field density test reports for roadway structural sections in place. D. Stabilization Fabric: Submit copies of manufacturer's specifications and Installation Instructions. PART 2 - PRODUCTS 2.01 STRUCTURAL FILL - CRUSHED GRAVEL (AOT SPEC. 704.05, FINE) A. All materials shall be secured from approved sources. This ravel shall consist of angular and round fragments f hard 9 9 erne is o a d durable rock of uniform quality throughout, reasonably free from thin elongated pieces, soft or disintegrated stone, dirt, organic or other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Sauare Mesh Sieve 2" 100 1 1/2" 90 - 100 No. 4 30 - 60 No. 100 0 - 12 No. 200 0 - 6 2.02 CRUSHED GRAVEL (AOT SPEC. 704.05, COARSE) A. This material shall meet the following grading requirements: Percent by Weight Sieve Desianation Passing Sauare Mesh Sieve 4" 95 - 100 No. 4 25 - 50 No. 100 0 - 12 No. 200 0 - 6 At least 50% by mass (weight) of the material coarser than the No. 4 sieve shall have at least one fractured face. 2.03 COMPACTED FILL/GRANULAR BORROW A. This material shall be free of shale, clay, friable material, debris, and organic matter, graded in accordance with ANSI/ASTM C136 within the following limits: Sieve Designation Passing Percent by Weight Secure Mesh Sieve 3" 100 75 - 100 No. 4 20 - 100 No. 100 0 - 20 No. 200 0 - 6 2.04 DRAINAGE COURSE (ACT SPEC. 704.16) A. Rock for drainage applications shall be produced from natural gravels or crushed quarried rock and shall consist of clean, hard, sound, and durable material. It shall be obtained from approved sources and shall meet the following grading requirements: Sieve Desianation Percent by Weight Passing Square Mesh Sieve 1" 100 90 - 100 4e" 20 - 55 No.4 0-10 No.8 0-10 2.5. DENSE GRADED CRUSHED STONE A. Dense Graded Crushed Stone should consist of a well graded crushed run stone and should meet the requirements for Vermont AOT Standard Specifications Item 704.06 Dense Graded Crushed Stone for Subbase and the gradation requirements shown In Table 704.06A of the Vermont AOT Standard Specifications. Sieve Designation Percent Finer by Weight 3j22" 100 3' 90 - 100 2" 75 - 100 1" 50 - 80 fix" 30 - 60 No.4 15- 40 No, 200 0 - 6 2.1. RECYCLED ASPHALT PAVEMENT (RAP) 1V' MINUS CRUSHED ASPHALT A. This material shall be free of Portland Cement and approved by the engineer prior to installation. This material shall not be mixed with gravel and shall meet the following grading requirements: Sieve Designation Percent by Weight Passing Sauare Mesh Sieve 2" 100 1 N2" 90 - 100 No. 4 30 - 60 No. 100 0 - 12 No. 200 0 - 6 2.07 GEOTEXTILE A. Subsurface Drainage Geotextlle: Nonwoven needle -punched geotextile, manufactured for subsurface Drainage applications, made from polyolefins or polyesters; with elongation greater than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: 1. Survivability Class 3; AASHTO M 288. 2. Grab Tensile Strength: 157 Ibf; ASTM D 4632. 3. Sewn Seam Strength: 142 Ibf; ASTM D 4632. 4. Tear Strength: 56 Ibf; ASTM D 4533. 5. Puncture Strength: 56 Ibf; ASTM D 4833, 6. Apparent Opening Size: No. 70 sieve, maximum; ASTM D 4751. 7. Permittivity, 0.5 per second, minimum; ASTM D 4491. 8. UV Stability, 50 percent after 500 hours' exposure; ASTM D 4355. B. Separation Geotextlle: Woven geotextlle fabric, manufactured for separation applications, made from polyclefins or polyesters; with elongation less than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: 1. Survivability, Class 3; AASHTO M 288. 2. Grab Tensile Strength: 200 Ibf; ASTM D 4632. 3, Sewn Seam Strength: 222 Ibf; ASTM D 4632. 4. Tear Strength: 75 Ibf; ASTM D 4533. 5. Puncture Strength: 90 Ibf; ASTM D 4833. 6. Apparent Opening Size: No. 60 sieve, maximum; ASTM 0 4751. 7. Permittivity, 0.02 per second, minimum; ASTM 0 4491. 8. UV Stability, 50 percent after 500 hours' exposure; ASTM D 4355. 9. Weight: 4.0 oz/yd2 minimum. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and Bag locations. C. Maintain and protect existing utilities remaining which pass through work area. D. Upon discovery of unknown utility or concealed conditions discontinue affected work; notify Engineer. 3.02 EROSION CONTROL A. Erosion control must be installed prior to beginning any earthwork operations. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, re -landscaped or regraded and stockpile in areas designated on site or as directed by the Engineer. B. Maintain the stockpile in a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded in accordance with plans. B. Excavate subsoil required to accommodate site structures, construction operations, roads, and parking areas. C. Grade top perimeter of excavation to prevent surface water from draining into excavation. D. Notify engineer of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. E. Correct areas over -excavated by error as directed by the Engineer. 3.05 DITCHES A. Cut accurately to the cross -sections, grades, and elevations shown. B. Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excavated materials as shown on the drawings or directed by the Engineer, except do not, in any case, deposit materials less than three feet from the edge of a ditch. 3.06 ROADWAY EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground on which the embankments are to be constructed shall be stepped and properly drained as the fill is constructed so that adverse movements of the slopes do not occur. B. Any excavated rock, ledge, boulders, and atone, except where required in the construction of other items or otherwise directed, shall be used in the construction of embankments to the extent of the project requirements and generally shall be placed so as to form the base of an embankment. C. Frozen material shall not be used In the construction of embankments, nor shall the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable, It shall be stockpiled and reserved for future use when Its condition is acceptable for use in embankments. D. When an embankment is to be constructed across a swamp, muck, or areas of unstable soils, the unsuitable material shall be excavated to reach soils of adequate bearing capacity and the embankment begun. Alternative methods, such as use of a stobilizotlon fabric in place of excavation and backfill, may be utilized only after approval of same by the Engineer. E. Material being placed in embankments shall be placed in horizontal layers of uniform thickness across the full width of the embankment. Stumps, trees, rubbish, and other unsuitable material shall not be placed in embankments. F. Embankment areas shall be placed in eight -inch maximum lifts. Effective spreading equipment shall be used on each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to assure uniform density. The entire area of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment. G. All fill material shall be compacted at a moisture content suitable for obtaining the required density. In no case shall the moisture content in each layer under construction be more than three percent above the optimum moisture content and shall be [sea than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment shall be considered evidence for an engineering determination of lack of stability under this requirement, and further placement of material in the area affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material in the layer under construction Is less than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water shall be added by pressure distributors or other approved equipment. Water may also be added in excavation or barrow pits. The water shall be uniformly and thoroughly Incorporated Into the soil by disc, harrowing, bidding, or by other approved methods. This manipulation may be omitted far acres and gravel. When the moisture content of the material Is in excess of three percent above optimum moisture content, dry material shall be thoroughly Incorporated into the wet material, or the wet material shall be aerated by disking, harrowing, bidding, rotary mixing, or by other approved methods; or compaction of the layer of wet material shall be deferred until the layer hoe dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All backfills and fills shall be compacted in even lifts (12" maximum) to attain the required densities as follows: Modified Proctor Location ASTM D-1557 Subgrode (8') and Gravel for 95%. Roads and Parking Lots General Embankments 90% PART 1 - GENERAL 1.01 SUMMARY A. Section Includes 1. Trench, backfill, and compact as specified herein and as needed for Installation of underground utilities. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work In a timely manner. C. Comply with all requirements of governmental agencies having jurisdiction, PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. Fill and backfill materials: 1. Provide backfill materials free from organic matter and deleterious substances, containing no rocks or lumps over 6" in greatest dimension. 2. Fill material is subject to the approval of the Engineer, and is that material removed from excavations or imported from off -site borrow areas, predominantly granular, non -expansive soil free from roots and other deleterious matter. 3. Do not permit rocks having a dimension greater than 2" within 2' of the outside of pipe. 4. Cohesionless material used for backfill: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility lines shown on the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or replace at no additional cost to the Owner. 2. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner, 3. If the service is interrupted as a result of work under this section, Immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities are found to interfere with the permanent facilities being constructed under this section, immediately notify the Engineer and secure his instructions. 5. Do net proceed with permanent relocation of utilities until written Instructions are received from the Engineer. B. Protection of persons and property. 1. Barricade open holes and depressions occurring as part of the work, and post warning lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required, 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this section. C. Dewatering: The Contractor, at all times, shall conduct his operations so as to prevent the accumulation of water, ice, and snow in excavations or In the vicinity of excavated areas, and to prevent water from Interfering with the progress of quality of the work. Under no conditions shall water be allowed to rise in open trenches after pipe hoe been placed. D. Accumulated water, Ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out in a manner which will not create a hazard to public health, nor cause Injury to public or private property, work completed or in progress, or public streets, nor cause any interference in the use of streets and road by the public, Pipes under construction shall not be used for drainage of excavations. E. Maintain access to adjacent areas at all time. 3.02 TRENCHING A. Care shall be exercised by the Contractor to avoid disrupting the operation of existing facilities without prior written approval of the Engineer. B. Provide sheeting and shoring necessary for protection of the work and for the safety of personnel. 1. Sheeting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. C. A trench shall be excavated to the required depth and to a width sufficient to allow for joining of the pipe and compaction of the bedding and backfill material under and around the pipe. Where feasible, trench walls shall be vertical. D. The completed trench bottom shall be firm for Its full length and P 9 width. E. if Indicated on the plans or directed by the Engineer, poor foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular backfill. F. Where pipes are to be placed in embankment fill, the excavation shall be made after the embankment has been completed to a helght of 3 feet plus the diameter of the pipe above the designed grade of the pipe. G. Excavating for appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12" clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excavation beyond such appurtenances that has not been directed will be considered unauthorized. Fill with sand, gravel, or lean concrete as directed by the Engineer, and at no additional cost to the Owner. H. Excavation shall not interfere with normal 45' bearing splay of foundations. 1. All trenching shall be In accordance with the latest OSHA requirements. J. Where utility runs traverse public property or are subject to governmental orutility company jurisdiction, provide depth, bedding, cover, and other requirements as set forth by legally constituted authority having jurisdiction, but in no case less than the depth shown in the Contract Documents, K. Where trenching occurs in existing lawns, remove turf in sections and keep damp. Replace turf upon completion of the backfilling. 3.03 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed to the limits of the excavation and to a depth beneath the pipe as specified. This material shall be either sand, gravel, or crushed stone and shall not contain large lumps and stones over one inch in diameter. As the pipe Is laid, bedding material shall be extended to 6" above the pipe and leveled along the width of the trench. SITE ENGINEER: - 0-CIVIL ENGINEERING ASSOCIATES, INC, 10MANSFIEID REWLANE, SOUTHBUNUNGTON, W 05403 e02de4=3 FA]e 81 wee: www.cee, DRAPN SAL ceecxea DSM .Ixavea DSM 1iWNI,R/APPLICAN'C: SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT PROJECT: 4 LOT SUBDIVISION OFLOT 1 MEADOWLAND BUSINESS PARK VT. R FE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT � e9 rku�iwT �rncn 8 5 LOCATION MAP _ill ..'_ 2000 oererex- P112/19 DSM CIiY SUDMnTAL SITE SPECIFICATIONS DATA DRAPING NUMBER NOV., 2014 sCW AS SHOWN C5e O e=. Na. 14183 3.04 BACKFILLING A. Backfilling shall not be done in freezing weather, with frozen materials, or when materials already placed are frozen. B. Unless otherwise specified or indicated on the plans, material used for backfilling trenches above the bedding area shell be suitable material which was removed during excavation or obtained from borrow and when compacted shall make a dense stable fill. The material shall not contain vegetation, porous matter, masses of roots, individual roots more than 18 inches long or 1/2 inch thick, or stones greater than 50 pounds or larger than six Inches in the widest dimension. C. If additional material is required, it shall be furnished from approved sources. D. Backfill material shall be evenly spread and compacted in lifts not more than 12 inches thick or as approved by the Engineer. Previously placed or new materials shall be moistened by sprinkling, if required, to ensure proper bond and compaction. E. Reopen trenches which hove been Improperly backfilled, to a depth as required for proper compaction. Refill and compact as specified, or otherwise correct to the approval of the Engineer. F. Should any of the work be so enclosed or covered up before it has been approved, uncover all such work and, after approvals have been made, refill and compact as specifled, all at no additional cost to the Owner. G. Take special care in backfllling and bedding operations to not damage pipe and pipe coatings. H. No compacting shall be done when the material is too wet to be compacted properly. At such times the work shall be suspended until the previously placed and new materials have dried out sufficiently to permit proper compaction, or such other precautions are taken as may be necessary to obtain proper compaction. I. Backfill material shall be compacted to the following percentages of maximum dry density and the in -place moisture content shall not be more than 2% above the optimum moisture content, as determined by Modified Proctor ASTM 01557. 1. Around all structures, under roadway paving, shoulder and embankments - 95X. 2. All other areas - 9OX. BITUMINOUS CONCRETE PAVING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Base Courses 2. Leveling Courses 3. Finish Course B. General: This work shall consist of one or more courses of bituminous mixture constructed on a prepared foundation In cardance with these Specifications and the type of surface being placed, and in conformity with the lines, grades, thicknesses and typical cross sections shown on the plans or established by the Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. All materials and installation shall be in accordance with The Asphalt Institute Manual MS-4 and the VAOT Standard P ( ) Specifications, (Latest Edition) C. Mixing Plant: Conform to State of Vermont Standards. D. Obtain materials from same source throughout. 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material shall not be placed when the granular subbase is wet or when the air temperature at the paving site In the shade and away from artificial hoot is as follows: Air Temperature Pavement Degrees Fahrenheit Compacted Depth 40 Degrees or below 1 1/4" or Greater 50 Degrees or below Less than 1 1/4" PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meet the criteria as defined In the VAOT Standard Specifications, Division 700 for bituminous concrete. B. Gradation: Materials shall be combined and graded to meet composition limits specified in VAOT Standard Specification, Section 406.03, for the base course and finish course. Unless specifically shown on the Plans, all 1. Bituminous concrete pavement shall be designed in conformance with the design criteria for heavy duty bituminous concrete pavement. (75 blows/side) 2. All Asphalt Cement used in the bituminous concrete pavement shall be PG 58-28 (or VTrons approved mix) unless otherwise noted. C. Thickness of paving for drives and parking lots shall be as shown on the plans, consisting of base course and finish course. D. For pavement reconstruction areas due to trenching, the depth of each courseshall be Increased by 1/2". Pavement reconstruction caused by trench reopening due to Improper placement or non -approved placement shall be performed at no additional cost to the Owner. PART 3 - EXECUTION 3.01 INSTALLATION A. Install In accordance with VAOT Standard Specifications, Section 406. 3.02 EXAMINATION A. Verify that compacted granular base Is dry and ready to support paving and Imposed loads. B. Verify gradients and elevations of base are correct. 3.03 PREPARATION A. Matching Surfaces: When a new pavement is to match an existing bituminous pavement for a roadway or trench, the Contractor shall vertically smooth cut the existing pavement, over the existing gravel base. The smooth out shall be thoroughly cleaned and coated with Emulsified Asphalt, RS-1, just prior to paving. 3.04 PREPARATION - TACK COAT A. When the bottom course of bituminous concrete pavement is left over the winter, or paving is to be made over on existing bituminous concrete pavement, the existing surface shall be cleaned and Emulsified Asphalt applied before the next course is applied. B. Also apply to contact surfaces of curbs. C. Coat surfaces of manhole and catch basin frames with oil to prevent bond with asphalt pavement. Do not tack coat these surfaces. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thickness identified on the plans. B. Compact pavement by rolling. Do not displace or extrude pavement from position. Hand compact In areas Inaccessible to rolling equipment. C. Develop rolling with consecutive passes to achieve even and smooth finish, without roller marks. 3.06 JOINTS A. Joints between old and new pavements or between successive days work shall be made so as to Insure a thorough and continuous bond between the old and new mixture.. Whenever the spreading process is Interrupted long enough for the mixture to attain its Initial stability, the paver shall be removed from the mat and a joint constructed. B. Butt joints shall be formed by cutting the pavement In a vertical plane at right angles to the centerline where the pavement has o true surface as determined by the use of a straight -edge. The butt joint shall be thoroughly coated with Emulsified Asphalt, Type RS-1, just prior to depositing the paving mixtures. C. Longitudinal joints that have become cold shall be coated with Emulsified Asphalt, Type IRS-% before the adjacent mat Is placed. If they have been exposed to traffic, they shall be cut back to a clean vertical edge prior to painting with the emulsion. D. Unless otherwise directed, longitudinal Joints shall be offset at least V from any joint in the lower courses of pavement. Transverse Joints shall not be constructed nearer than one foot from the transverse joints constructed in lower courses. 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 15 foot straight -edge at selected locations parallel with the centerline. Any variations exceeding 3/16 of an inch between any two contacts shall be satisfactorily eliminated. A 10 foot may straight -edge be used on a vertical curve. The Y atralghf-edges shall be provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 Inch. C. Variation from True Elevation: Within 1/2 Inch. 3.08 FIELD QUALITY CONTROL A. Permit no vehicular traffic on surfaces until thoroughly cool and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within are year of completion of the Contract, such pavement shall be repaired at the Contractor's expense. If the Contractor falls to make such repairs promptly upon receipt of notice to do so from the Owner, then the Owner may make such repairs as necessary and the Contractor shall pay the Owner for all costs incurred in making such repairs. DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Culvert pipe and appurtenances. 2. Stone fill. 3. Drainage Structures 1.02 REFERENCES A. Vermont Agency of Transportation Standard Specifications, Latest Edition. 1.03 SUBMITTALS A. Manufacturer's technical data for: 1. Pipe and appurtenances. 2. Structures. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish ells, tees, reducing tees, wyes, couplings, increasers, crosses, transitions and end caps of the some type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer. B. All culverts and storm drains shall meet the requirements of Section 601 of the Standard Specifications. 2.02 DRAINAGE PIPE & PERFORATED PIPE A. Culvert / Drainage Pipe 1. Corrugated Polyethylene pipe and fittings (smooth interior) meeting the requirements of AASHTO M-294 and M-252 2. For drainage piping installed by directional boring techniques, use PE 3408 high density polyethylene pipe meeting ASTM 03350 Standard (SDR 11 or better) 2.03 CONCRETE STRUCTURES A. ASTM C478, sized as indicated. 2.04 METAL ACCESSORIES A. Manhole frames and covers: 1. Grey cast Iron, ASTM A48, as shown on plans. 2.03 STONE FILL A. Stone for stone fill shall be approved, hard, blasted angular rock other than serpentine rock containing the fibrous variety chrysotlle (asbestos). The least dimension of the stone shall be greater than 1/3 of the longest dimension. The stone fill shall be reasonably well graded from the smallest to the maximum size stone specified so as to form a compact mass when In place. 1. Type 1 - The longest dimension of the stone shalt vary from 1 Inch to 12 inches, and at least 50 percent of the volume of the stone in place shall have a dimension of 4 Inches, 2. Type II - The longest dimension of the stone shall vary from 2 Inches to 36 Inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 12 inches. 3. Type III - The longest dimension of the stone shall vary from 3 Inches to 48 Inches and of least 50 percent of the volume of the stone In place shall have a least dimension of 12 Inches. 4. Type IV - The longest dimension of the stone shall vary from 3 inches to 60 Inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 20 Inches. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the areas and conditions under which storm sewer system work Is to be Installed and notify the Contractor in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. 3.02 GENERAL A. When existing underground utilities, which ore not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3.03 PREPARATION A. Hand trim excavation (where necessary) to required elevations. Correct over-excavotlons with fill material. B. The slopes shall be graded to match the grade as shown on the plans. Where required, end sections shall be placed and backfilled to prevent undermining. C. Remove large atones or other hard matter which could damage drainage structures or Impede consistent backfiliing or compaction. 3.04 INSTALLATION OF PIPE A. All pipe and fittings shall be carefully examined for defects and no pipe or fittings shall be laid which are known to be defective. If any defective piece is discovered after laying, it shall be removed and replaced at the Contractors expense. All pipes and fittings shall be cleaned before they are laid and shall be kept clean until accepted in the completed work. B. The pipe shall be laid to conform to the lines and grades Indicated on the drawings or given by the Engineer. Each pipe shall be laid as to form a close joint with the next adjoining pipe and to bring the Inverts continuously to the required grade. C. Unless otherwise permitted by the Engineer, the Contractor shall provide for the temporary diversion of water to permit the Installation of the pipe In a reasonably dry trench. D. Where the pipe is to be laid below the existing ground line, a trench shall be excavated to the required depth and to a width sufficient to allow for joining of the pipe and compaction of the bedding and backfll material under and around the pipe. E. The completed trench bottom shall be firm for its full length and width. F. If indicated on the plans or directed by the Engineer, unsuitable foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with Granular Backfill, or other specified or approved material. G. The Contractor shall take all necessary precautions to prevent floatation of the pipe in the trench. H. When pipe laying is not In progress, the open ends of the pipe shall be closed with temporary watertight plugs. If water is in the trench when work Is resumed, the plug shall not be removed until all danger of water entering the pipe is eliminated. 3.05 MANHOLES A. Precast concrete structures: 1. Place precast concrete structures and covers as shown on the Drawings. 2. Where manholes occur in pavement, set tops of frames and covers flush with finish surface. 3. Provide rubber joint gasket complying with ASTM C443. CURBS AND WALKS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Concrete Curbs 2. Concrete Sidewalks PART 2 - PRODUCTS 2.01 CONCRETE A. The concrete shall have a minimum compressive strength of 4,000 psi at 28 days and shall conform to the requirements of Cast -in -Place Concrete. 2.02 ADMIXTURES A. Air -entraining admixture shall meet or exceed ASTM C260. Air content shall range from minimum of 5X to 7% 2.03 EXPANSION JOINT MATERIAL A. Expansion joint material shall be premolded bituminous filler conforming to ASTM D994. PART 3 - EXECUTION 3.01 CONCRETE CURBS A. Excavation shall be made to the required depth and the base material upon which the curb is to be set shall be compacted to a firm, even surface. All soft and unsuitable material shall be removed and replaced with suitable material which shall be thoroughly compacted. B. Inetallatlon: The curb shall be set so that the front top line is In close conformity to the Ilne and grade required. All space under the curbing shall be filled and thoroughly tamped with material meeting the requirements of the material for the bed course. C. Concrete Mixing and Placing: Compaction of concrete placed In the forms shall be by spading or other approved methods. Forms shall be left in place for 24 hours or until the concrete has set sufficiently so that they can be removed without Injury to the curbing. Upon removal of the forms, the curb shall be immediately rubbed down to a smooth and uniform surface but no plastering will be permitted. For this work, competent and skillful finish era shall be employed. D. Sections: Curbing shall be constructed in sections having a uniform length of ten feet, unless otherwise ordered. Section. shall be separated by open joints 1/5 Inch wide except at expansion joints. E. Expansion Joints: Expansion joint. shall be formed at the intervals shown on the plans using a pre -formed expansion joint filler having a thickness of 1/4 Inch cut to conform to the cross-section of the curb. They shall be constructed at 20 foot intervals or as directed by the Engineer. When the curb Is constructed adjacent to or on concrete pavement, expansion Joints shall be located opposite or at expansion joints in the pavement. F. Backfilling: After the concrete has set sufficiently, the spaces in Backfllil to 9 r P front and back of the curb shall be filled to the required q elevation with layers of not more than six inches of the some material as the bedding and thoroughly tamped. G. The Contractor shall protect the curb and keep it In alignment until the completion of the contract. Each curb which Is damaged at any time previous to final acceptance of the work shall be removed and replaced with satisfactory curb at the Contractor's expense. H. Anti-spalling compound: When the initial curbing period is over (approximately 28 days after placement), all exposed surfaces shall receive two (2) coats of anti -spelling compound. The surfaces shall be cleaned, and then the compound shall be applied; the first coat at a rate of .025 gallons per square yard, and the second at a rate of .015 gallons per square yard. Anti-spalling compound shall only be applied when the air temperature is above 50 degrees Fahrenheit. 3.02 GRANITE CURBING A. Sloped granite curbing shall be hard, durable, reasonably uniform in appearance and free from weakening seams. Surfaces shall be as follows: Top:6" wide, sawn true plane. - Front Face: Smooth quarry split, right angle top (No drill holes showing In top 10`) - Back Face Exposed: Plane parallel with front face, straight split to 1 1/2" below surface. - End Face Exposed: Square planes on top and face. Joints Exposed: Maximum 1 and pointed with mortar. Exposed faces shall be finished with a jointer. Remove all excess mortar from exposed faces. - Length: Minimum length 3'. Provide curved curbing to conform to radii Indicated on the Contract Plans. 3.03 CONCRETE SIDEWALKS A. Excavation and Foundation: Excavation shall be made to the required depth and to a width that will permit placing of bed course material and the installation and bracing of the forms. Bed course material shall be placed to the depth and section shown on the plans. When the layer required exceeds six inches, two layers of approximately equal depth shall be placed and each layer thoroughly compacted so that it is hard and unyielding. The wetting of bed course material may be required to obtain the compaction. B. Finishing: The surface shall be finished with a wooden float. No plastering will be permitted. The edges shall be rounded with an edger having a radius of 1/4 Inch. The surface of the sidewalk, after the floating and spreading process is completed, shall be finished with a broom of a type approved by the Engineer, drawn over the surface parallel to the transverse joints. Special texturing on sidewalk ramps shall be Installed In accordance with construction plan details. C. Joints: Unless otherwise Indicated on the plans or directed by the Engineer, expansion joints shall not be used In the sidewalk. Expansion joints shall be formed around all appurtenances such as manholes, utility poles and other obstructions extending Into and through the sidewalk. Pre -formed joint filler 1/4 Inch thick shall be Installed in these joints. Expansion joint filler of the thickness Indicated shall be Installed between concrete sidewalks and any fixed structure such as a building or bridge. This expansion joint material shall extend for the full depth of the walk. Between the expansion joints, the sidewalk shall be divided at intervals of 5 feet by dummy joints formed by sawcutting or other acceptable means as directed to provide grooves approximately 1/16 inch wide and at least 1/3 of the depth. When the sidewalk Is constructed next to a concrete curb expansion, faint materiel shall be placed between sidewalk and curb for the depth of the sidewalk. D. Curing: During the curing period all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic shall be excluded for such additional time as the Engineer may direct. E. Backfilling: Before the concrete has been opened to traffic, the. space on each side of the sidewalk shall be bockfilled to the required elevation with suitable material, firmly compacted and neatly graded. SANITARY SEWER SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Gravity Sewer Pipe 2. Manhole Structures and Appurtenances B. Related Sections: 1. Section 02225 - Utility Trenching and Backfilling 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specified, Indicating complionce with requirements. 1.03 QUALITY ASSURANCE A. All sanitary sewer materials and construction of some shall be as shown on the Contract Plans and shall meet the requirements of the State of Vermont Agency of Natural Resourcea (Department of Environmental Conservation) and the Public Works Standards and Specifications of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ells tees reducingtees w s couplings,Increasers of transitions c of he same type and class of crosses a itions and end caps the YP material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer to provide a complete and operable system. 2.02 PVC GRAVITY SANITARY SEWER PIPE A. PVC sewer pipe shall conform in all respects to the latest revision of ASTM Specifications D-3034 or F579, Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings. SDR 35 pipe. All pipe and fittings shall be clearly marked as follows: - Manufacturer's Name and Trademark - Nominal Pipe Size (as shown on plans) Material Designation 12454-C PVC - Legend "Type PSM SDR 35 PVC Sewer Pipe" or "PS 46 PVC Sewer Pipe" Designation ASTM D-3034 or F679 B. Joints shall be push -on type using elostomeric gaskets and shall conform to ASTM D-3212. The gaskets shall be factory installed. The pipe shall be furnished In nominal 13 foot lengths. Sufficient numbers of short lengths and full machine fittings shall be provided for use at manholes and connections. All connections will require the use of manufactured fittings. Field fabricated, saddle -type connections will not be considered acceptable. C. Any pipe or fitting having a crack or other defect or which has received a severe blow shall be marked rejected and removed at once from the work site. All field cuts are to be made with saw and 90 degree miter box. Bevel the cut end to the some as the factory bevel and remove all interior burrs. Measure and place a homing mark on the pipe before assembling. The pipe installed under this specification shall be installed so that the initial deflection, measured as described below, shall be less than five percent (5%). D. The manhole water stop gasket and stainless steel clamp assembly must be approved by the City Wastewater Treatment Deportment prior to the Installation of any pipe. SITE ENGINEER: _0� CIVIL ENGINEERING ASSOCIATES, INC. 10MANSFIELOVIEWLA14E, SOUfHBURUNGTON, Vr05403 .024M4202. M- e02A 227/ ores: www.cse Aw UM" SAL cescx® DSM Aers M DSM AFFEE WLICANT: SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT PROJECT: 4 LOT SUBDIVISION OFLOT 1 MEADOWLAND BUSINESS PARK VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT Be its v ZJ. T LOCATAIION � II s A LOCATION MAP 1'• = 2000 own cesclmo asvmloN 2//2lfa DSM CItt SUBMRTAL SITE SPECIFICATIONS DATx UH9NING NLMn6x NOV., 2014 scene AS SHOWN C5. /i 1 4183 E. The Contractor will submit certification that the materials of construction have been sampled, tested, inspected, and meet all the requirements including wall thickness in accordance with ASTM 0-3034 or ASTM F679 for all pipe and fittings to be included in project work. PVC pipe shall not be installed when the temperature drops below 32 degrees Fahrenheit or goes above 100 degrees Fahrenheit. During cold weather, the flexibility and impact resistance of PVC pipe is reduced. Extra care is required when handling PVC pipe during cold weather. PVC pipe shall not be stored outside and exposed to prolonged periods of sunlight, as pipe discoloration and reduction in pipe impact strength will occur. Canvas and other opaque material shall be used to cover PVC pipe when stored outside. 2.04 MANHOLES A. Manholes shall be sized as indicated on the plan and shall be precast concrete with a monolithic base and shall conform to the latest version of ASTM Specification C478. B. Shelves shall be constructed with concrete having a minlmum compressive strength of 3,000 psi at 28 days. Inverts for sewer manholes shall be as shown on the plans and details and shall be constructed with concrete or brick, as per the local municipality's standards. Inverts shall have the exact shape of the sewer to which they are connected, and any change in size of direction shall be gradual and even. C. All manholes are to be provided with copolymer polypropylene plastic steps with steel reinforcement 12 Inches on center. D. All manholes shall be provided with rough, gray, cast Iron manhole frames and covers. All Iron castings shall be thoroughly cleaned and then coated with hot for before being delivered. Frames and covers shall be LeBaron LC 266, or on approved equal, and have a minimum weight of 400 pounds. E. Precast risers and bases for manholes shall conform to ASTM Specification C-478. The pipe opening in the precast manhole system shall have a cast-in-ploce flexible gasket or an equivalent system for pipe installation as approved by the Engineer. Joints between manhole riser. shall be 1" minimum width flexible gasket or approved equals. 2.05 CLEANOUTS A. Cleanouts for gravity sewers and force mains shall be provided at locations Indicated on the plans or as directed by the Engineer. Cleanout frames and covers shall be of tough gray cast iron. Castings shall be true to pattern and free from flows. The bearing surface of ceanout frames and covers against each other shall be machined to give continuous contact throughout their circumference. 2.06 PIPELINE INSULATION A. Approved sewer lines with less than four feet (4'-0") of cover over the crown, five (5'-0") in plowed areas that cross a storm aewar, or where Indicated on the plans, shall be protected against freezing by the Installation of two inch (2") thick highest available density extruded polystyrene Insulating sheets or equivalent. Sheets shall be the the lesser of 3' or 2 x diameter of the pipe. The sheets shall be placed six Inches (6") above the crown after placement of four to six inches (4"-6') of clean medium or coarse sand below the pipe bottom and four to six Inches (e-6') shove the crown. Joints shall be overlapped so there Is no gap that will allow frost to penetrate. Care shall be exercised during backfill and compaction over the polystyrene sheets to prevent damage to the sheets. The polystyrene sheets shall meet the comprehensive strength requirements of ASTM D1621-73. In no cases shall the waterline hove less than four feet (4') of cover over the top of the pipe. When sewer line passes within 5 feet of a catch basin install 2" min. rigid Insulation, polystyrene sheets, between sewer line and cb. PART 3 - EXECUTION 3.01 GENERAL A. Care shall be exercised by the Contractor to avoid disrupting the operation of existing sanitary sewer facilities without prior written approval of the Engineer. B. When existing underground utilities not scheduled for removal or abandonment are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. C. Installation of pipe shall be in accordance with the Utility Trenching and Backfilling and as specified by this section. 3.02 BEDDING FOR PIPE A. The bedding material shall be shaped to fit the pipe for a depth of not less than 10 percent of its total height and shall have recesses to receive the bell. 3.03 LAYING PIPE A. In general, sewer pipe shall be Installed in accordance with the latest detailed instructions of the manufacturer. B. The laying shall begin at the outlet end and the lower segment of the pipe shall be in contact with the shaped bedding throughout its full length. Bell or grooved ends of rigid pipes and the circumferential laps of flexible pipe shall be placed facing upstream. C. All pipe and fittings shall be carefully examined for defects and no pipe or fittings shall be laid which are known to be defective. If any defective piece is discovered after laying, it shall be removed and replaced at the Contractor's expense. All pipes and fittings shall be cleaned before they are laid and shall be kept clean until accepted in the completed work. D. The pipe shall be laid to conform to the lines and grades indicated on the drawings or given by the Engineer. Each pipe shall be so laid as to form a close joint with the next adjoining pipe and to bring the Inverts continuously to the required grade. E. The Contractor shall take all necessary precautions to prevent flotation of the pipe in the trench. F. When pipe laying is not In progress, the open ends of the pipe shall be dosed with temporary watertight plugs. If water is In the trench when work is resumed, the plug shall not be removed until all danger of water entering the pipe Is eliminated. G. For force mains, concrete reaction blocking shall be provided as detailed at all bends deflecting 224 degrees or more. At the Contractor's option, retainer glands may be used at bends in lieu of concrete blocking. Retainer glands shall also be provided at all joints within three pipe lengths each side of the bends. H. Any pipe that is not laid to grade and alignment shall be re-laid to the satisfaction of the City Wastewater Department. The bedding material shall be placed and compacted on each side of the pipe to a height equal to one-half (1/2) the pipe diameter and for the full width of the excavated trench and as shown on the accepted plans. Bedding shall be #2 pea stone from Shelburne Limestone or an equivalent approved by the City Wastewater Department and the Engineer. I. All sewer pipes shall be marked with magnetic marking tape. The marking tape shall be Installed one (1) foot directly over . Concrete thrust blocks "sewer 'the pipe and shall be labeled or anchors shall be placed at bends, tees, fittings, and other locations on the force main as shown on the contract drawings or as directed by the City Wastewater Department. Concrete for thrust blocks and anchors shall be Class B concrete. Steel rods and clamps as required shall be galvanized and rust proofed or painted. 3.04 GRAVITY SEWER PIPE TESTING A. The Contractor shall provide all necessary equipment and instrumentation required for proper completion of the flushing and testing. Quality of water, test procedures, and method of disposal of water shall be approved by the Engineer. Prior to testing, flush with water to remove construction debris and pass through a full gauge squeegee. B. All tests shall be made in the presence of the Engineer. Preliminary tests made by the Contractor without being observed by the Engineer will not be accepted. The Engineer will be notified at least eight hours before any work is to be inspected or tested. The City shall be notified at least at least two (2) days before testing. C. The maximum sewer length to be tested at one time shall be that length between any two manholes. D. Air Testing: Low pressure air testing shall be conducted In accordance with the following procedures: 1. Each end of the test section and laterals shall be plugged, capped and braced. Necessary safety precautions shall be taken to prevent blowouts and possible Injury. 2. An air hose shall be connected to a tapped plug used for an air Inlet. The hose will be connected to the air control equipment, which shall Include valves and pressure gouges. These shall allow air to enter the sewer test line, monitor air pressure in the sewer, shut off air, and provide pressure reduction and relief. The monitoring pressure gauge shall have a range of 0-10 psi with divisions of 0.10 psi and accuracy of 0.05 psifl. 3. The air compressor and air supply shall be connected to the test line and the test section filled slowly, until a constant pressure of 4.0 paig is maintained. 4. A pressure above 3.0 psig shall be maintained for at least five minutes to allow the temperature to stabilize. A check for leaks shall be made and if any are found, the pressure shall be released oral the fitting replaced or repaired. 5. After the stabilization period, the pressure shall be adjusted to 3.5 psig and the air supply disconnected. 6. Measure and record the time Interval for the test line pressure to drop from 3.5 psig to 2.5 psig. 7. If the groundwater table is above the pipe, Increase above test pressures 0.5 psig for each foot the groundwater Is above the invert of the pipe. 8. The requirements of this specification shall be considered satisfied if the time required In seconds for the pressure to decrease from 3.5 to 2.5 psi greater than the average back pressure of any groundwater that may submerge the pipe is not less than that computed according to the following table: Minimum Test Time for Various Pipe Sizes Diameter (Inches) Time (Sec./100 Ft.) 4 18 6 45 8 75 10 90 12 110 3.05 MANHOLES A. The excavation shall be to the depth indicated on the plans r ordered by the Engineer, and carefully shaped and graded. B. Manhole sections shall be precast concrete and shall conform to the dimensions indicated on the plans or ordered by the Engineer. C. Channels, Inverts and floor areas for sewer manholes shall be constructed of concrete. Inverts shall have the exact shape of the sewer to which they are connected and any change in size or direction shall be gradual and even. All construction of sewer manholes must be carried out to Insure watertight work. D. The cast Iron frame shall be set as Indicated on the plans in a full mortar bed. The grade or cover shall be properly placed in the frame. 3.06 MANHOLE TESTING A. Manholes shall be tested separately by one of the following two procedures: Exfiltration Leakage Test: All pipes and other openings into the manhole shall be suitably plugged and the plugs braced to prevent blowout. The manhole shall then be filled with water to the top of the cone section. A period of time may be permitted, if the Contractor so wishes, to allow for absorption. At the end of this period, the manhole shall be refilled to the top of the cone, if necessary, and the measuring time of at least four hours begun. At the end of the test period, the manhole shall be refilled to the top of the cone, measuring the volume of water added. This amount shall be converted to gallons per vertical foot depth for 24 hours. The leakage for each manhole shall not exceed one gallon/vertical foot/day. If leakage exceeds the allowable rate, repairs shall be made as approved by the Engineer and the manhole retested. If the Contractor elects to backfill prior to testing, the testing shall be at his own risk, and it shall be incumbent upon the Contractor to determine the reason for any failure of the test. No adjustment in the leakage allowance will be made for unknown causes such as leaking plugs, absorption, etc. It will be assumed that all loss of water during the test is a result of leaks through the joints or through the concrete. Furthermore, the Contractor shall take any steps necessary to assure the Engineer that the water table is below the bottom of the manhole throughout the test. 2. Vacuum Test: This method of testing manholes for leakage involves the use of a device for sealing the top of the manhole cone section and pumping the air out of the manhole, creating a vacuum and holding this vacuum for a prescribed period of time. The procedure for this test is as follows: a. All lifting holes and exterior joints shall be filled and pointed with an approved non -shrinking mortar. The completed manhole shall not be backfilled prior to testing. Manholes which have been backfilled shall be excavated to expose the entire exterior prior to vacuum testing or the manhole shall be tested for leakage by means of the -filtration leakage test. b. All pipes and other openings into the manhole shall be suitably plugged in a manner to prevent displacement. c. A plate with an Inflatable rubber ring the size of the top of the manhole shall be installed by inflating the ring with air to pressure adequate to prevent leakage of air between the rubber ring and the manhole wall. d. Air shall then be pumped out of the manhole through an opening in the plate until a vacuum is created inside of the manhole equal to 10 inches of mercury on an approved vacuum gauge. The removal of air shall then be stopped and the test begun. e. The manhole shall pass this test if the vacuum holds at 10' Hg or drops no lower than 9" Hg within the following times: Depth of 4'0 Manhole Minutes Seconds 0' - 10' 2 0 10' - 15' 2 30 15' - 20' 3 0 20' - 25' 3 30 f. If the vacuum drop exceeds 1" Hg during the specified time periods, the manhole shall be resealed and Steps 2 through 5 above repeated until the vacuum holds for the specified time. g. After the manhole passes the vacuum test, it shall be backfilled carefully so that no leaks are created. If the manhole is disturbed in any way during backfill, It shall again be vacuum tested according to Steps 1 through 5 above. If the manhole fails the vacuum test, the Contractor shall test the manhole using the manhole exflltratlon test. h. The Contractor shall provide the Engineer with a written log of each manhole leakage test result. 1. Manholes shall be tested and accepted prior to building manhole Inverts. 3.07 SERVICE CONNECTION No sanitary sewer shall be placed in service until such time as the City has given final approval to the sewer installation, Including satisfactory completion of all required tests. Service connections shall not be made until all receiving sewer mains have been completed and approved and as-bullts received along with GPS coordinates and approved by the City Wastewater Department. A. Laterals Where required on the plans, sewer service connections for one house shall be constructed of four Inch (4") pipe, unless otherwise noted on the plans, of the type material specified under this section. The pipe shall be told and its joints made as required for sewer construction in this specification. Open ends of pipes shall be properly sealed to prevent damage and intrusion of foreign matter where hookup to the building sewer is not coincident with sewer main construction. Additionally, the Contractor will provide a stable, temporary marker approved by the City Wastewater Department from the sewer service invert up to six inches (6") above the finish grade and seated securely into the ground for ease in relocating the end of sewer service connection for hooking up the building sewer. Two (2) tie points to permanent objects shall be documented. The tie points shall be submitted to the homeowner and to the Wastewater Department. In the case of reconnection of existing services, such reconnection will be made only after the new sewer main has been completed, tested, and accepted. The excavation, bedding material, installation, and backfill for service connections shall be the some as for sewer mains, B. Cleanouts for Sewers Cleanouts for gravity sewers and force mains shall be provided at locations indicated on the plans or as directed by the City Wastewater Department. Cleanout frames and covers against each other shall be machined to give continuous contact throughout their circumference. All iron castings shall be thoroughly cleaned and then coated with hot coal for before being delivered. Individual laterals shall have cleanouts every one hundred feet (100'). Cleanouts shall also be installed in laterals with changes of alignment of 45 degrees or greater. C. Chimneys Chimneys shall be built of four inch (4') pipe and/or as indicated on the contract drawings. Each chimney shall be plugged or capped at end until ready to connect to existing services. Chimneys are required where the vertical drop between the finished grade surface and the main sewer line exceeds fifteen feet (15') at the wye from a service connection. 3.06 Force Main After force mains have been laid and the trench backfilled, the pipe shell be subjected to a hydrostatic pressure test in accordance with AWWA Standard for Installation of Cast Iron Water Main, AWWA C600 (latest issue), Section 13. The hydrostatic pressure shall be 150 percent (150%) of normal operational pressure. After the pressure test has been satisfactorily completed, a leakage test shall be conducted in accordance with AWWA C600 (latest issue), Section 13. The minimum test pressure shall be 75 pounds per square inch at the high point in the system. 3.09 Wet well The pre -cast concrete wet well shall be externally coated with an asphaltic sealant and tested for water tightness using an approved vacuum or water testing procedure. WATER SUPPLY SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Pipe Materials 2. Hydrants 3. Valves 4. Fittings 5. All other appurtenances necessary to complete the water main system as shown on the Contract Plans. 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specified, indicating compliance with requirements to the Engineer and local municipality. 1.03 QUALITY ASSURANCE A. All materials and the installation procedure shall be in accordance with the Department of Environmental Conservation, Water Supply Division and the applicable construction ordinances of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ells, tees, reducing tees, wyes, couplings, Increasers, crosses, transitions and end caps of the some type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water system. 2.02 DUCTILE IRON WATER PIPE A. Pipe shall be Tyton Ductile Iron Class 52 (sizes as shown on the plans) conforming to current ANSI/AWWA C151/A21.51 latest revision. Push -on joint pipe shall be minimum thickness Class 52. Push -on joint accessories shall conform to applicable requirements of ANSI/AWWA C111/A21.11. B. B. Pipe shall be cement mortar lined on the inside In accordance with ANSI Specification A21.4 except that the cement lining thickness shall not be less than 1/8 Inch. A plus tolerance of 1/8 Inch will be permitted. C. C. Pipe shall be given an interior bituminous coating in accordance with ANSI Specification A21.4 and an exterior bituminous coating of coal, tar or asphalt base in accordance with ANSI Specifcation A21.51. 2.03 FITTINGS A. Ductile Iron fittings shall conform to ANSI/AWWA C110/A21.10, 350 PSI working pressure. Ductile Iron fittings larger than twelve Inches (12") shall have a standard body length equal to Class 250 Cast Iron fittings. Cast Iron Class 250 fittings will be allowed in lieu of ductile Iron fittings larger than twelve Inches (12"). Ductile Iron fittings shall be rated for 250 p.s.i. However, twelve Inch (12") and smaller may be rated for 350 p.s.i. with the use of special gaskets. All ductile Iron compact fittings shall conforming to AWWA/ANSI C153/A21,53 standards. B. Anchor tees shall be standard mechanical joint tees except that the branch is plain Class 250 cast Iron or Class 350 ductile Iron, cement lined, conforming to ANSI/AWWA C110/ A21.10, C111/A21,11, and C104/A21.4. Anchor tees shall be Clow F-1217, U.S. Pipe U5-92 or equal. C. Mechanical Joint restraints shall be incorporated Into the design of the follower gland and shall Include a restraining mechanism which, when actuated, imparts multiple wedging action against the pipe an its resistance as the pressure increases. Flexibility of the joint shall be maintained after burial. Glands shall be manufactured of ductile Iron, and have a minimum working pressure of 350 psi. Twist off nuts (i.e. mega -lug) or equal shall be used to ensure proper actuating of the restraining devices. Contractors may also use approved grip ring (or equal) retainer glands. D. Bolts shall conform to ANSI Specification A21.10. E. Pipeline couplings shall conform to AWWA Standards C110 and ANSI A21.10. Mechanical joint connecting pieces of proper diameter shall be installed in accordance with the manufacturer recommendations and at locations directed by the plans or the City Water Department. F. All fittings shall be wrapped in plastic and have concrete thrust blocks poured In place. 2,04 TAPPING SLEEVES AND VALVES A. The City Water Department shall be notified whenever a proposed tap is to be made on any transmission main within the municipal system. B. Only approved tapping companies shall be allowed to perform wet tops on any City Water Deportment water mains. C. All materials used when tapping for a branch connection or Interconnection from any City Water Department water transmission or distribution pipelines shall be specified below 2.05 TAPPING SLEEVES For use on existing asbestos cement, gray cost iron, ductile iron or PVC C-900 pipe: A. Tapping sleeves sholl be of the split sleeve design, constructed with two solid half -sleeves bolted together. Sleeves shall be constructed of ductile iron, shall have a working pressure of at least 150 psi, and shall have mechanical joint ends with end and side gasket seals. B. All iron body tapping sleeves shall be provided with a 3/4" NPT test plug, or other provisions must be made for air testing the valve and sleeve at maximum working pressure, prior to tapping. C. All bolts and nuts for mechanical joints of tapping sleeves shall be of high -strength cast iron or high -strength, low -alloy steel conforming to ANSI/AWWA C111/A21.11. D. All bolts and nuts for flanged joints of tapping sleeves shall be of high -strength, low carbon steel conforming to ANSI/AWWA C110/A21.10. E. Ail bolts and nuts shall be sound, clean, and coated with a rust -resistant lubricant; their surfaces shall be free of objectionable protrusions that would interfere with their fit in the made-up mechanical or flanged joint. 2.06 TAPPING VALVES A. Tapping valves shall conform to ANSI/AWWA C509 Standard for Resilient -Seated Gate Valves for Water and Sewage Systems, except as modified herein. Valves shall open counterclockwise and shall have o minimum working pressure of 200 psi. Inlet flanges shall be Class 125 conforming to ANSI Specification 816.1 or ANSI/AWWA C110/A21.10, and outlet connection shall be Standardized Mechanical Joint unless specified otherwise on the drawings for the type of pipe required for the branch or lateral pipeline. B. Tapping valves over sixteen Inches (16") diameter shall be Installed with their stems horizontal, shall be equipped with rollers, tracks and scrapers, and shall be provided with bypass valves unless otherwise specified. C. Buried tapping valves shall be provided with a two Inch (2") square wrench nut and shall be installed with a cast Iron valve box as required to allow positive access to the valve operating nut at all times. In installations where the depth from grade to top of valve operating nut is greater than 8'0", a valve stem riser shall be provided and installed such that the depth from valve stem riser nut to grade is from four feet to six feet (4'-6'), (minimum length of valve atom riser is two feet (2')). Valve stem riser shall be of high strength steel and of welded construction. D. All contractors (or others) who apply for water line tapping permits shall submit complete specifications of the tapping material they Intend to use at the time the tapping permit application is submitted on 8 1/2" x 11" shop drawing sheets E. All bolts and nuts used with all pipe sleeves shall, upon final tightening and testing, be brush coated heavily with bitumastic cold -applied material to thoroughly cover all exposed surfaces of the bolts and nuts. 2.07 GATE VALVES -RESILIENT SEAT A. Valves shall be manufactured to meet all requirements of AWWA Specification C509. Valves twelve inches (12 ) and smaller shall be bubble tight, zero leakage at 200 psi working pressure. Valves shall have non -rising stems, open counter clockwise, and provide a two inch (2") square operating nut with arrow cast in the metal Indicating direction of opening. Each valve shall have maker's name, pressure rating and year in which manufactured cast on the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to twice the specified working pressure. Gate valves shall be Mueller, Dresser, Kennedy, or approved equal. B. Burled valves shall be installed with a gate valve box. C. Gate valves shall normally be placed a maximum of five hundred feet (500') apart. Tee Intersections shall hove a minimum of three (3) gate valves. Cross sections (four way intersections) shall have a minimum of four (4) valves. D. The City Water Department may require all bolts, studs and nuts be made from a corrosion resistant -material such as low -zinc, nickel -copper alloy or stainless steel in known or suspected corrosive soil conditions. 2.08 VALVE BOXES A. Valve boxes shall be of the three-piece Cast Iron slide -type with a minimum Inside shaft diameter of five and one quarter Inches (5 1/4") and a six foot (6') trench depth. Valve boxes shall not transfer loads onto the valve. B. Valve boxes shall have a cast iron cover, marked "WATER". The boxes shall be dirt tight with the top of the cover flush with the top of the box rim.countersunk brass pentagon plug for paved or concrete areas, and standard two holes for grass areas. Curb box couplings and extensions will be the same material as the curb box. Both cover and upper section of the box shall be able to be located with an aqua type metal locator. C. All service connections shall be Installed to the curb stop for all building lots before the street is paved. 2.09 BACKFLOW PREVENTION DEVICES A. No water service connection shall be approved or maintained by the City Water Department unless the water supply Is protected as required by State laws, regulations and ordinances. The type of protective device shall depend on the degree of hazard that exists. In general, bockfiow devices designed to protect potable water supplies in accordance with national plumbing codes for non -health hazard cross connections and continuous pressure applications shall be used, i.e. Watts Series 007 or approved equal. Watts Series 709 Double Check Valve Assembly or approved equal shall be installed on all sprinkler systems. A shop drawing detail assembly showing backflow devices and meter placements shall be required by the City Water Department. 2.10 PIPE BEDDING A. Water lines shall be laid and maintained on lines and grades established by the plans for the project. Pipeline trenches shall be excavated to the width and depths shown on the plan typicals. Pipeline trenches in which pipe is to be told directly on the trench bottom shall not be excavated entirely by machinery, but shall be finally excavated by hand tools such that the trench shall have a bottom shaped to support the pipe throughout Its entire length by firm and undisturbed material. Pipeline trenches, for which bedding is required, may be excavated to the required depths using machinery. No pipe shall be laid directly on ledge, hard shale or a very compact glacial till. When on unstable trench bottom is encountered and the City P Water Department determines that it cannot support the pipe adequately, an additional depth shell be excavated and refitted to the pipe invert with approved material at the contractor's expense. Pipeline SITE FNCINEER: r CIVIL ENGINEERING ASSOCIATES, INC. 10MANSFIELDv1EWIANE, SOURIBURUNGTON, VT 05403 602A64-232a FAx 602d64-2211 wee: wwxcea-N.cvm DRAwtt SAL a..- DSM -R... DSM OWNER/APYLICA14'1 SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT 4 LOT SUBDIVISION OFLOT i MEADOWLAND BUSINESS PARK VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT LOCATION MAP SITE SPECIFICATIONS DATA eeAWD4G RaED18R NOV., 2014 AS SHOWN C5.2 esa. tto. 14183 trenches shall be dry during the laying of pipe. Wood supports under pipe shall be removed prior to backfilling. Pipeline installation procedures can be found in AWWA Standard C600. B. Bedding material shall consist of crushed or natural stone conforming to ASTM D2321. '"M 1" Screen 100% Y4" Screen 100% 1¢" Screen 90 - 100% %" Screen 40 - 70% No. 4 Sieve 0 - 15% C. Bedding and blanket materiel shall be Class 11 material (ASTM D2321) consisting of clean, granular material (sand), particle size limits described as follows: 51011. Percent Passing No. 4 100% No. 100 30% No. 200 12% 2.11 PIPELINE INSULATION A. Approved waterlines with less than six feet (6'-0") of cover over the crown, that cross a storm sewer, or where indicated on the plans, shall be protected against freezing by the Installation of two Inch (2") thick highest available density extruded polystyrene insulating sheets or equivalent. Sheets shall be the the lesser of 3' or 2 x diameter of the pipe. The sheets shall be placed six inches (6") above the crown after placement of four to six Inches (4" - 6") of clean medium or coarse sand below the pipe bottom and four to six inches (4" - 6") above the crown. Joints shall be overlapped so there is no gap that will allow frost to penetrate. Care shall be exercised during backfill and compaction over the polystyrene sheets to prevent damage to the sheets. The polystyrene sheets shall meet the comprehensive strength requirements of ASTM D1621-73. In no cases shall the waterline hove less than four feet (4') of cover over the top of the pipe.When water line passes within 5 feet of a catch basin Install 2" min, rigid Insulation, polystyrene sheets, between water line and cb. 2.12 POLYETHYLENE PIPE ENCASEMENT A. Polyethylene pipe encasement may be required in areas of corrosive soils and shall conform to current ANSI/AWWA C105/A21.5 Specifications. Minimum material requirements for the polyethylene film shall be high density, cross laminated virgin polyethylene 4 doll film. The City Water Department reserves the right to specify Polyethylene pipe, C-900, In areas of corrosive soils. S. The polyethylene encasement shall prevent contact between the pipe or fittings and the surrounding backfill and bedding material and shall be installed as outlined in Section 4.1 of the above ANSI/AWWA standard. 2.13 CONCRETE FOR THRUST BLOCKS A. Concrete shall be Portland Cement concrete of 2,500 psi minimum 28 day compressive strength. ASTM C-94 specification for transit mixed concrete shall control the concrete quality. A maximum water cement ratio of 6 gallons per sack and a maximum slum of four Inches 4' will be allowed. P ( ) 2.14 FIRE HYDRANTS AND HYDRANT BRANCHES A. Fire hydrants shall be Mueller Super Centurion 250, Figure A-423, Kennedy M / JI SHOE NS3A, 24015 IMP or Waterous Pacer Hydrant and shall conform to AWWA C502 with the following specifications: 1. Main Valve Opening: 5 1/4 Inches 2. Nozzle Arrangement: Two 2 1/2 Inch Hose Nozzles with National Standard Thread NST ( ) 3. One 4 1/2 inch Pumper Nozzle with National Standard Thread P NST ( ) 4. Inlet Connection: 8 Inch Mechanical Joint, "Mega -Lug" or equivalent retaining gland and concrete thrust block 5. Operating Nut: Standard 1 1/2 Inch Pentagon 6. Direction of Opening: Counterclockwise 7. Depth of Bury. Six-foot cover. The hydrant shall have at least 15 inches and no more then 21 inches between the bottom of the steamer cap and the ground. 8. Drain: The hydrant shall be non -draining or have the drains permanently plugged. 9. Color: Red enamel 10. Other: Hydrants shall be compression type closing with the pressure. Hose and pumper nozzles shall be 1/4 turn type secured by stainless steel or corrosion resistant pins or screws. Pressure seals behind the nozzle flanges shall be "0" rings. A breakable coupling retained in place by stainless steel or corrosion resistant pins shall make the union between the upper and lower stems. The two-piece traffic flange shall be held in place by nuts and bolts. The upper barrel shall be able to rotate 360 degrees without removing any bolts. Hydrant flags shall be required and supplied for each hydrant. Wherever a traffic hazard appears to exist, curbing and/or bollards shall protect the hydrant. B. For single-family house subdivisions, there will be at least one hydrant at each intersection and a maximum of five hundred feet (500') between hydrants with a minimum water flow of 500 gallons per minute (gpm) at the flow hydrant with o 20-psi residual pressure at the residual hydrant. Hydrants should be located immediately adjacent to street property lines. A 20' x 20' easement will be required around all hydrants. No structures or plantings are to be placed within a 20' x 20' area of any hydrant. C. Where dead-end mains occur, they shall be provided with a fire hydrant if flow and pressure meet minimum requirements. If flows and pressure are not sufficient, then an approved flushing hydrant or blow off shall be installed for flushing purposes. Flushing devices should be sized to provide flows which will give a velocity of at least 2.5 feet per second in the water main being flushed. The open end of a blow off must be capped and terminate at least eighteen inches (18") above grade. D. When set In lawn space between the curb and sidewalk, no portion of the hydrant or nuzzle cap will be less than one foot off the gutter face of the curb or edge of the sidewalk. Hydrants shall be a minimum of four feet I and a maximum of six feet (6') from the edge of the sidewalk to the closest point on the hydrant when placed behind the sidewalk. In the absence of a curb or sidewalk, no hydrant shall be placed more than six feet (6') from the edge of povement. Hydrants shall be located so as to provide complete accessibility and minimize the passibility of damage from vehicles or Injury to pedestrians. 2.15 HYDRANT ASSEMBLIES A. Hydrant assemblies shall consist of an anchor tee, a six Inch (6') mechanical joint gate valve conforming to the above specifications, the appropriate length of six inch (6') Ductile Iron Cement Lined, Class 52 pipe, all necessary anchor couplings and approved restraining glands, the fire hydrant and appropriate thrust block. B. Care shall be taken to prevent damage to hydrants and appurtenances during handling and Installation. All materials shall be carefully Inspected for defects In workmanship and materials; oil debrla and foreign moterlal cleaned out of the hydrant bowl; all operating mechanisms operated to check their proper functioning, and all nuts and bolts checked for tightness. All hydrants shall be carefully Incorporated In the water main and supported In their respective positions free from distortion and strain. Hydrants shall be set plumb. All hydrants shall be oriented to most efficiently allow fire truck access and connection for emergency purposes. They shall be installed away from the curb line at sufficient distance to avoid damage from or to vehicles. Traffic model hydrants shall be installed so the breakaway flange is not less than two inches (2"), nor more than six Inches (6") above the established grade, according to manufacturer recommendations. Hydrant locations ore subject to the approval of the City Water Department and the appropriate municipality's fire department. Installation for fire hydrants can be found in AWWA Standard C600. 2.16 SERVICE CONNECTIONS A. Service lines shall be Installed so as to run perpendicular, in a straight line from the water main to the curb stop. B. Each service shall consist of a corporation, curb stop, copper tubing and a curb box with a cast Iron or stainless steel service rod. Service lines from three-quarter to two inch (3/4" to 2") shall be copper tubing from the corporation stop to the curb stop. Copper tubing shall be type K", soft temper, conforming to ASTM B86. The name or trademark of the manufacturer and type shall be stamped of regular intervals along the pipe. Copper service pipe shall be one piece from the corporation to the curb stop. The minimum service for a single-family residence shall be three-quarter inch (3/4"). The minimum service for a duplex shall be one inch (1"). C. Corporations shall be Waterworks Brass and manufactured In accordance with AWWA C800. Corporations shall hays Mueller threads, adopted as AWWA Figure 1, at the inlet and a compression type fitting at the outlet. Both inlet and outlet shall be the some size. Three-quarter Inch and one -inch corporations shall be directly tapped Into ductile iron pipe six inches (6') and larger In diameter. Larger size corporations up to two Inches (2") shall use a tapping saddle. Pipe less than six Inches (6") shall require the use of a tapping saddle and corporation. Corporations shall be used for all taps up to two Inches (2"). In no Instance, except when a tapping sleeve and valve are used, shall a top be made without a corporation. Corporations shall be Mueller 110 (3/4' - 1"), or Mueller H 15013 (1 1/2" - 2"). A connection made to a pipe that requires a tapping saddle or is not ductile Iron will have a body with a suitable outlet seal and suitable means for attachment to the main. The body shall be made to conform to the outside configuration of the main. The service saddle shall be designed to provide a drip tight connection. The body shall be Teflon or Epoxy coated with stainless steel stropil bolts, nuts, and mechanism for attaching to the pipe barrel. D. Curb stops shall be a quarter turn plug type valve with an o-ring type seal and manufactured of Waterworks Brass in accordance with AWWA C800. The curb stop shall open left, have o positive stop, and be of the tee design or flat design. No curb stopshall have the ability to drain the service Tine. Y Both the inlet and outlet of the curb ateP ve shall ha compression type fittings. The tee head of the curb stop shall have the provision for the connection of a service rod. Curb stops shall be Mueller Orieeal III. The curb stop shall rest on a four Inch by eight Inch by sixteen -Inch (4" x 8" x 16") concrete block for support. Curb stops shall be installed just Inside the municipality R.O.W. E. Curb boxes shall be of sliding adjustable type capable of adjusting from five feet to six feet (5' - V). The base of the box shall be arch type so as to prevent the box from resting an the curb stop. The adjustable upper section shall be one Inch (1") diameter for use with 3/4" and 1" curb stops. For larger curb stops, the upper section shall be 1 1/4' In diameter. Stationary rods affixed to the key of the curb stop with a brass pin shall be thirty inches (30") In length for 3/4" and 1" curb stops and twenty-four inches (24") for large curb stops. Curb box rods may be cost Iron or stainless steel, as determined by the City Water Department. The word "WATER" shall be inscribed on the cover of the box. PART 3 - EXECUTION 3.01 INSTALLATION A. Contractors shall notify the City Water Department and Dig Safe at least seven days prior to any work on the water system. B. Skilled workers experienced in such work shall install all Items. Tools shall be adequate for the work and in good condition so as to produce good, clean cut threads of the correct size, pitch, and taper. C. Installation of all water lines shall be in accordance with the latest version of AWWA C600. D. Connection to an existing water main shall be done under the supervision of and with the approval of the City Water Department. It is the applicant's, developer's, or owner of record's responsibility to secure ALL necessary connection permits and pay ALL applicable fees to make the connection, and to coordinate all parties involved in the process. The engineer and the City Water Department shall be notified at least two working days in advance of the intended connection time. No existing valves, hydrants, curb stops, etc. shall be operated without prior approval of the City Water Department. The City Water Department shall operate all valves initially to ensure the Integrity of the valve. The City Water Department may then allow the contractor to operate those valves. Any damage occurring after the use of any valve operated by the contractor shall be the contractor's responsibility. E. Care shall be taken to prevent damage to valves and other appurtenances during handling and installation. Ali materials shall be carefully Inspected for defects in workmanship and materials; all debris and foreign matter cleaned out of valve openings, etc.; all operating mechanisms operated to check their proper functioning, and all other nuts and bolts checked for tightness. Valves and other equipment, which do not operate easily, or are otherwise defective, shall be replaced. All valves shall be carefully incorporated into the water main and supported in their respective positions free from all distortion and strain. Valves and valve boxes shall be set plumb. Valve boxes, besides being plumb, shall be centered directly over the valves. F. All pipes showing cracks shall be rejected. If cracks occur in the pipe, the contractor may, at his own expense and after approval of the City Water Department, cut off cracked portions at a point at least twelve Inches (12") from the visible limits of the crack and use the sound portion of the pipe. G. All water mains shall have no less than six feet (6') of cover unless waived by the City Water Department. The pipe shall be laid to conform to the lines and grades indicated on the Department. The City Water Department may restrict work before November 15 and after April 1 during adverse weather conditions. The City Water Department may not allow excavating for water mains during the winter months except by special permission for emergencies. Each pipe shall be laid so as to form a close joint with the next adjoining pipe and to bring the Inverts continuously to the required grade. In no cases shall the waterline have less than four feet (4') of cover over the top of the pipe. H. Temporary support, adequate protection, and maintenance of all underground structures, drains, sewers and other obstructions encountered in the progress of the work shall be provided at ail times. If utility service is interrupted as a result of work for the project, the contractor shall immediately restore service by repairing the damaged utility at the contractor's expense. I. At all times, when pipe laying is not actually in progress, the open ends of the pipe shall be closed by temporary watertight plugs or by other approved means. If water is in the trench when work Is resumed, the plug shall not be removed until all danger of water entering the pipe has passed. During construction, the contractor shall conduct operations so as to prevent the accumulation of water, ice, and snow In the vicinity of excavations or in the vicinity of excavated areas, and to prevent water from interfering with the progress and quality of the work. J. Under no conditions shall water be allowed to rise in open trenches after pipe has been laid. K. Accumulated water, Ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out in a manner that will not create a hazard to public health, nor cause injury to public or private property, work completed or in progress, or public streets. Disposal shall not cause any interference In the use of streets and roads by the public. Pipes under construction shall not be used for drainage of excavations. L Any deflection of Joints In pipe up to twelve -inch (12') diameter shall be within the limits specified by the manufacturer, but not to exceed five degrees or nineteen Inches (19") per eighteen feet (18') of pipe length. M. Concrete thrust blocks shall be Installed on all hydrants, plugs, tees, and bends deflecting 11 1/4 degrees or more. Concrete thrust blocks shall be used In conjunction with "Mega -Lug" restraining glands or equivalent. Care shall be token to ensure that concrete will not come Into contact with flanges, joints, or bolts. The required area of thrust blocks shall be indicated on plan typicals and approved by the City Water Department. Concrete shall be placed against undisturbed soil. Wooden side forms or equal shall be provided for thrust blocks. No backfilling shall be allowed until concrete masonry has set sufficiently. Where directed b the City Water Department or engineer Y Y P 9 concrete encasement of the waterline may be made for stream crossings and similar purposes. Where required on the Ions or 9 P P 9 P as directed by the City Water Department or engineer, a concrete cradle shall be used to bolster and strengthen the pipe. The City Water Department or his designee shall inspect all thrust blocks prior to backfilling. N. All trenching safety standards shall be in conformance with all applicable State and Federal guidelines. The contractor shall be solely responsible for any safety citations by State or Federal inspectors. 0. There shall be no physical connection between the distribution system and any pipes, pumps, hydrants, or tanks that are supplied with water that is, or may be, contaminated. P. As necessary, temporary PVC markers shall be supplied at all gate valves, curb boxes, and at the end of water lines to a minimum of twelve inches (12') above finish grade until accepted by the City Water Department. O. All surplus material and debris shall be removed as the project progresses, leaving all areas clean and presentable. R. Unless otherwise required, all paving and sidewalks that may be damaged during construction shall be replaced with the some kind of material that previously existed. S. The contractor shall be responsible for proper protection of persons and property on the project. The contractor shall barricade open holes and depressions occurring as part of the work, and post warning lights on adjacent property to or with public access. T. Warning lights shall be operated during hours from dusk to dawn and as otherwise requested. U. The contractor shall protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by construction operations. V. No water lines shall be installed after November 15 or before April 1 without prior approval of the City Water Department. 3.02 BACKFILLING A. Trenches shall be backfilled to subgrade with, wherever possible, material excavated from the trench, and shall be done only after the approval of the City Water Department. Material for backfilling shall be free of roots, stumps, and frost. Backfill shall not be placed on frozen material. Materials used for backfilling trenches shall be free of stones measuring more than twenty four (24) pounds. No stones measuring over four inches (4') in the longest dimension shall be placed within one foot (1') of the pipeline being backfilled. Stones found in the trench shall be removed for a depth of at least six inches (8") below the bottom of the pipe. In general, use of blasted rock as trench backfill will not be permitted. B. Backfill material shall be tamped in layers around the pipe to a sufficient height above the pipe to adequately support and protect the pipe. Backfill for pipelines shall be placed in twelve Inch (12") lifts, each lift being compacted to not lees than 95% of maximum dry density as determined by the AASHTO-T-99 Standard Proctor. If conditions warrant, the backfilling of trenches may be done with mechanical equipment. Particular precautions sholl be taken in the placement and compaction of the backfill material In order not to damage the pipe, pipe coating or structure. The backfill shall be brought up evenly. Around valve boxes, the backfill shall be tamped to a distance of four feet (4') on all sides of the box, or to the undisturbed trench face, if less than four feet (4'). Backfilling in all public roadways shall be so compacted as to leave no depression in the road. Additional backfill requirements may apply within State Highway Right -of -Ways. All public road surfaces shall be restored to a condition at least equal to that which existed prior to the start of construction. Precautions shall be taken against undue damage to existing surface materials. C. No compacting shall be done when the material Is too wet to be compacted properly. At such times the work shall be suspended until the previously placed and new materials have dried out sufficiently to permit proper compaction, or such other precautions ore taken as may be necessary to obtain proper compaction. 0. Surplus excavated materials shall be disposed of in a satisfactory manner. Surplus material or spoil shall be removed promptly and disposed of so as not to be objectionable to abutters or the general public. E. Trenches that have been Improperly backfilled, enclosed or covered before inspection of fittings and joints shall be reopened and re-backfilled of the contractor's expense. 3.03 WATER/SEWER SEPARATION A. Water mains crossing sewers shall be laid to provide minimum vertical distance of eighteen Inches (18") between the outside of the water main and the outside of the sewer line. This shall be the case where the water main Is either above or below the sewer. At crossings, one full length of pipe shall be located so both joints will be as for from the sewer as possible. This vertical separation shall be maintained for that portion of the water main located within ten feet (10') horizontally of any sewer It crosses. Water mains must be told at least five feet (5') horizontally from any existing or proposed atom sewer and ten feet (10') from any existing or proposed sanitary sewer. B. When it is Impossible to obtain horizontal and vertical separation on new installations, both the water main and sewer main shall be constructed of waterworks material with watertight joints and shall be pressure tested before backfilling. A PVC sleeve may be required for one or both mains in addition to the waterworks material. Lines may also be encased in concrete as required by the Retail Department. No water main shall pass through or come in contact with any part of a sewer manhole. C. Distribution lines shall not be placed closer than fifty feet (50') horizontal distance from any septic tank or leach field unless approved by the VT Water Supply Rule Provisions under Chapter 21.8.5.4 or the City Water Department. D. Force main crossing shall be arranged so that at least one full ewe PP length of sewer e is centered above or below the water Tine with the sewer joints as far as possible from the wafer ants. I P k The new farce main line shall be constructed to water main standards for a minimum of twenty feet (20') on either side of the crossing. The section constructed to water main standards shall be pressure tested to maintain 50 pal for fifteen (15) mutes without leakage prior to backfilling. In those areas that proper cover cannot be provided, proper insulation shall be installed. E. Sewer and waterline separation shall conform to all VT Water Supply Rule requirements, and installed in accordance with the latest edition of the "Ten States Standards - Recommended Standards for Water." 3.04 TESTING AND DISINFECTION A. All water mains shall be constructed, tested and disinfected in accordance with AWWA Standards C-600, C-601, C-651, C-900 and The Vermont Water Supply Rule. Minimum testing pressure shall be 1.5 times the working pressure of the Installed line or 200 pal, whichever is greater, and will be monitored at the lowest elevation in the length of the pipeline being tested. Maximum allowable leakage will be: L - So 4P 148,000 as outlined in AWWA Standards Where: L = allowable leakage, In gallons per hour S = length of pipe tested, in feet D nominal diameter of the pipe, in inches P = average test pressure during the leakage test, in pounds per square inch (gauge). 1. Testing: All tests shall be conducted by and at the expense of the Contractor. The Engineer will give direction pertaining to the test methods and observe the field-testing. All testing shall be completed by a qualified third party approved by City Water Department. 2. Hydrostatic Test of Pipeline: The pipeline, including hydrant laterals, shall be tested in accordance with AWWA Standard C-600-87 Section 4. 3. Disinfection: Disinfection of the pipeline shall be directed by the Engineer and at the Contractor's expense. AWWA Standard C-651 shall be used as a basis for the disinfection process. B. The Engineer or City Water Department will require as minimum: 1. Complete flushing of the pipeline to wash out all dirt, debris, etc. which may have accumulated in the pipeline during construction. A reducing agent shall be used at the paint of flushing to eliminate the free chlorine residual per the direction of the City Water Department. 2. Following flushing to clean clear water, the Contractor will add chlorine through continuous feed to the entire pipeline volume of water such that the water will have not less than 25 mg/L free chlorine, and let the mixture set for at least 24 hours. 3. After the 24-hour duration, the water In the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 mg/L chlorine. If less than 10 mg/L are found, then the disinfection procedure shall be repeated until at least 10 mg/L chlorine residual is Indicated by test. 4. Upon successful completion of step 3 above, the pipeline shall be flushed again until the chlorine concentration in the pipeline is no higher than that prevailing in the supply system. A reducing agent shall be used to eliminate the free chlorine residual in the flushing process per the direction of the City Water Department. C. After final flushing and before the new water main is connected to the distribution system, two consecutive sets of acceptable samples, taken at least 24 hours apart, shall be collected from the new main, and submitted to the Vermont Health Department for analysis. At least one set of samples shall be collected from every 1,200 feat of the new water main, plus one set from the end of the line and at least one set from each branch. All samples shall show the absence of coliform organisms and, If required, the presence of a chlorine residual (AWWA C651-99). If the Initial disinfection fails to produce samples which pass the V.S.H.D. requirements for potable drinking water, then the new main shall be reflushed and shall be resompled until satisfactory test results are obtained. D. Upon satisfactory results by the Vermont State Health Deportment, the pipeline may be placed in service. All costs for water, materials, equipment and labor to perform the required testing disinfection, and flushing of the pipeline shall be paid by the Contractor. 3.05 SUBMITTAL OF TEST RESULTS A. A. The Applicant or Project Engineer shall be responsible for submittal of test results to the City Water Deportment. The Applicant or Project Engineer sholl also provide a letter to the City Water Department certifying that the water system has passed all tests, is constructed in accordance with the approved plans, except as may have been modified by approved Change Order, and is in condition to be placed in ...vice. 3.06 FINAL INSPECTION A. For one year from the date the new system is placed Into service, the applicant's developer/contractor will be responsible for any necessary repairs or corrections as part of the project warranty. At the end of a one-year period, an inspection will be performed by the City Water Department prior to the system owner assuming ownership of any of the lines and appurtenances. The contractor shall correct any punch list Items accumulated during the Inspection after receipt of this list. Incomplete work on the system shall not be included in the initial inspection, but shall be Inspected as the project continues. The contractor shall repair, replace, or retest promptly as directed b the CityWater Department and without further charges, all work equipment, materials or parts, which may fall during the one year warranty period. B. A final walk-through Inspection shall be conducted by the City Water Deportment prior to the water system being accepted for ownership by the system owner. This Inspection shall Include but not be limited to: 1. Valves, hydrants, and curb stops operating properly. 2. Valve boxes and covers set plumb and at proper elevations. 3. Proper hydrant nozzle height above grade. P Yd 9 4. rant Proper h o direction nozzle thread barrel and color. P hydrant opening 9 5. Proper distance from the face of the curb of hydrant Ydrant nozzles. 8. Static and residual hydrant pressures and Bow rates. 7. Curb boxes inside ROW, set to grade, containing operating rod, and plumb. 8. Tie Information and record drawings complete and submitted. 9. Material testing results, lab reports, manufacturers' certificates, and leakage test results complete and on file. 10. General appearance and restoration. 11. Submittal of As-Bulits in hard copy format and Auto-CAD.DWG Version 2000 format or newer within 14 days of completion. 3.07 GENERAL INFORMATION A. All persons taking water must keep the fixtures and service pipe within their own premises In good repair and fully protected from frost, and must prevent unnecessary leakage of water. The City Water Department shall not be liable for leakage of hydrants, pipes or fixtures upon the premises of any consumer, nor for obstructions therein by freezing or otherwise, nor for damages resulting from any of the forgoing causes. All leaks that ore on the building side of the curb stop will be the owner's responsibility and repaired at the owner's expense. B. Water rates shall be collected for all water used until the water is shut off at the curb stop by the City Water Department. No abatement of water rates will be allowed by reason of disuse, diminished use, or vacancy of premises without proper notice to the City Water Department. C. The City Water Department or system owner shall not be liable for any injury, loss or damage of whatever nature occasioned by the failure to maintain a constant or uniform pressure in the water mains, or for damages occasioned by or growing out of a stoppage of said water by frost or other cause, or for damage occasioned by or growing out of an Insufficient supply of the same, or for accident or damage of any kind caused by or growing out of the use or failure of said water. D. No person shall open any hydrant or draw water there from except the City Water Deportment personnel or persons under their direction, or the officers or designees of the municipal fire department and members of the fire companies under the direction for fire purposes, or those individuals who have been ranted approval on a hydrant use application b the City Water 9 PP se PP Y Y Department, in which case, all such usage shall be metered. Fines for unauthorized use of any hydrant or connection may be incurred, according to the Rules and Regulations of the City Water Department. SITE ENGINEER: -0 F, CIVIL ENGINEERING ASSOCIATES. INC, fOMAMIRELOWEWlANE, SOUIHBURLINOTON, VT 05403 W24ilklW3 - 902Ji94-2211 - xixv.cea.M.com DRAAN SAL C96CxRD DSM APPROVaO DSM OWNER/APPLICANT: SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT PROJECT: 4 LOT SUBDIVISION OFLOT I MEADOWLAND BUSINESS PARK VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT I„ e9 11 s) T PROJECT __ LOGTION E 4 LOCATION MAP T = 200b DATE CNxCR® AEwstaN znal< Dsm crosueMmu SITE SPECIFICATIONS DATE RA�rL\t..NUMfIh'N NOV., 2014 SCALE AS SHOWN C5e 3 sot n'a. 14183 E. One curb stop and one water meter shall be installed for each individual dwelling unit, condominium unit, apartment unit, commercial or office occupancy. Exceptions may be permitted In cases where a condominium association signs a binding agreement to be responsible for all collection of water bills. In cases where condominiums are converted into separate apartments, separate curb stops and water meters shall be installed for each unit. City Water Department employees shall install all water meters. Under no circumstances are plumbers or persons other than those authorized by the City Water Department permitted to turn water on or off at the curb stop. The water will not In any instance be turned on to any premise for use until the City Water Department has suitably attached a meter. F. The owner of the premises shall be responsible for all water payments. A change of tenants or premises will not relieve the owners from payment of a back bill. LANDSCAPE GRADING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Finish grading; bring rough grade In areas to design elevations as shown on the drawings. 2. Topsoil: Work shall consist of furnishing, placing and shaping topsoil, or placing, spreading, and shaping topsoil form stockpiles or stripped areas. PART 2 - PRODUCTS 2.01 TOPSOIL A. Topsoil shall be loose, friable, reasonably free of admixtures of subsoil, free from refuses, stumps, roots, brush, weeds, rocks, and stones 1 1/4 Inch in overall dimensions. The topsoll shall also be free from any material that will prevent the formation of a suitable seedbed or prevent seed germination and plant growth. It shall contain not less than three (3) nor more than twenty (20) percent organic matter. Any material which has become mixed with undue amounts of subsoil during any operation at the source or during placing or spreading will be rejected and shall be replaced by the Contractor with acceptable material. PART 3 - EXECUTION 3.01 SUBGRADE PREPARATION A. Clean subgrade of all stumps, stones, roots, trash or other materials which might hinder proper tillage or spreading. B. All surfaces on which topsoil is to be placed shot] be graded to a reasonably true surface and scarified by raking, decing or other approved means to a minimum depth of two Inches before placing topsoil. 3.03 PLACING TOPSOIL A. Minimum final depth of topsoil shall be 4 inches. B. Place topsoil when seeding operations can closely follow spreading operations. Use topsoil in relatively dry state. C. Topsail shall be spread and shaped to the lines and grades shown on the plans, or as directed by the Engineer. The depth stated in the contract to which the topsoil is to be placed to that required after final rolling of the materlal has taken place. All stones, roots and debris over 1Y4 Inch in diameter along with any sodding weeds and other undesirable material shall be removed. D. After shaping and grading, all trucks and other equipment shall be excluded from the topsoiled area to prevent excessive compaction. The Contractor shall perform such work be required to provide a friable surface for seed germination and plant growth prior to seeding. E. It shall be the Contractor's responsibility to restore to the line, grade and surface all eroded areas with approved material and to keep topsoiled areas in acceptable condition until the completion of the work. SEEDING PART 1 - GENERAL 1.1 Section Includes: A. Seeding. 1. Furnish 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. 1.2 SUBMITTALS A. Product Data: For each type of product indicated 1.3 PROJECT CONDITIONS Planting Restrictions: Seeding and initial fertilizing shall be done between May 1st and September 15th unless otherwise authorized. 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. Coordinate planting periods with Initial maintenance periods to provide required maintenance from dote of Substantial Completion. ti PART 2 - PRODUCTS 2.1 SEED A. Conservation Seed Mix: Minimum Minimum Lbs/Acre Kind of Seed Creeping Red Fescue Purity 98% Germination 85% 22.5 Tall Fescue 95% 95% 22.5 Red Top 95% 90% 3 Birdsfoot Trefoil 98% 85% 9 Annual Ryegross 95% 85% a TOTAL = 60 2.2 INORGANIC SOIL AMENDMENTS A. Lime: ASTM C 602, agricultural limestone containing a minimum of 85 percent calcium carbonate equivalent and as follows: 1. Class: T, with a minimum of 99 percent passing through No. 8 sieve and a minimum of 75 percent passing through No. 60 sieve. 2.3 FERTILIZER A. Commercial Fertilizer: Commercial -grade complete fertilizer of neutral character, consisting of fast- and alow-release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium. B. Slow -Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water -Insoluble nitrogen, phosphorus, and potassium. 2.4 MULCHES A. Mulch: Provide air-dry, clean, mildew- and seed -free, hay or threshed straw of wheat, rye, oats, or barley. B. Compost Mulch: Well -composted, stable, and weed -free organic matter, pH range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through 1-Inch sieve; soluble salt content of 2 to 5 declsiemens/m; not exceeding 0.5 percent inert contaminants and free of substances toxic to plantings; and as follows: 1. Organic Matter Content: 50 to 60 percent of dry weight. PART 3 - EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs, and plantings from damage caused by planting operations. 1. Protect adjacent and adjoining areas from hydroseeding and hydromulching oversproy. 2. Protect grade stakes set by others until directed to remove them. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water mnoff or airborne dust to adjacent properties and walkways. C. Newly Graded Subgrades: Loosen subgrade to a minimum depth of 4 Inches. Remove stones larger than 2 Inches in any dimenslon and sticks, roots, rubbish, and other extraneous matter. 1. Apply fertilizer directly to subgrade before loosening. a. Delay mixing fertilizer with planting soil if planting will not proceed within a few days. b. Mix lime with dry soil before mixing fertilizer. D. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Grade to within plus or minus 1 inch of finish elevation. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit finish grading to areas that can be planted in the immediate future. E. Moisten prepared areas before planting If soil Is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. F. Before planting, restore areas If eroded or otherwise disturbed after finish grading. 3.2 APPLICATION RATES A. When a soil test is not available, the following minimum amounts should be applied: 1. Agricultural limestone: 2 tons/acre. 2. Nitrogen (N): 50 lbs./acre. 3. Phosphate: 100 lbs./acre. 4. Potash: 100 lbs./acre. a. This is the equivalent of 500 Its./acre of 10-20-20 fertilizer or 1,000 lb../acre of 5-10-10. 5. Hay mulch: 2 tons/acre. 3.3 SEEDING A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when wind velocity exceeds 5 mph. Evenly distribute seed by sowing equal quantities In two directions at right angles to each other. 1. Do not use wet seed or seed that is moldy or otherwise damaged. 2. Do not seed against existing trees. Limit extent of seed to outside edge of planting saucer. B. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with fine spray. C. Protect seeded areas with slopes exceeding 1:3 with erosion -control blankets installed and stapled according to manufacturers written instructions. D. Protect seeded areas from hot, dry weather or drying winds by applying mulch within 24 hours after completing seeding operations. Soak areas, scatter mulch uniformly to a depth of 3/16 inch, and roll surface smooth. 3.4 HYDROSEEDING A. Hydroseeding: Mix specified seed, fertilizer, and fiber mulch in water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended into homogeneous slurry suitable for hydraulic application. 1. Mix slurry with fiber -mulch manufacturers recommended tockifier. 2. Apply slurry uniformly to all areas to be seeded In a one-step process. Apply slurry at a rate so that mulch component is deposited at not less than 1500-lb/acre dry weight, and seed component is deposited at not less than the specified seed -sowing rate. 3.5 MAINTENANCE A. Maintain and establish seeding by watering, fertilizing, weeding, mowing, trimming, replanting, and other operations. Roll, regrade, and replant bare or eroded areas and remulch to produce a uniformly smooth lawn. Provide materials and Installation the some as those used in the original installation. 1. In areas where mulch has been disturbed by wind or maintenance operations, add new mulch and anchor as required to prevent displacement. 2. Begin maintenance immediately after each area is planted and continue until acceptable lawn is established, but for not less than the following periods: a. Seeded Areas: 90 days from date of Substantial Completion. b. When initial maintenance period has not elapsed before end of planting season, or if seeding is not fully established, continue maintenance during next planting season. 3.6 SATISFACTORY CONDITIONS A. Installations shall meet the following criteria as determined by Englneer/Owner: 1. Satisfactory Seeded Area: At end of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq. ft. and bare spots not exceeding 5 by 5 inches. B. Use specified materials to reestablish area that do not comply with requirements and continue maintenance until areas are satisfactory. 3.7 CLEANUP AND PROTECTION A. Promptly remove soil and debris, created by work. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. B. Erect temporary fencing or barricades and warning signs as required to protect newly planted areas from traffic. Maintain fencing and barricades throughout initial maintenance period and remove after lawn is established. C. Remove nondegradable erosion -control measures after grass establishment period. SITE ENGINEER: _0� CIYII ENGINEERING ASSOCIATES, INC. 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, IT 05403 9 sA9 2323 F. e02�211 xs5: www.omwrcom DM" SAL csecxxo DSM APDRavas DSM OWNER/APPLICANT SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT PROJE<'1'. 4 LOT SUBDIVISION OFLOT 1 MEADOWLAND BUSINESS PARK VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT LOCATION MAP Mrs cescam sew.sms 112114 DSM c"'SUebrmAl SITE SPECIFICATIONS nnrR fumru rvusDax NOV., 2014 scale AS SHOWN C5.4 re- n . 14183 I � m I I a I o Sphinx Development Vol. 1039 Pg. 281 Q Ell I 9" Rye Cl7 FeB, View, LLC Meadows INft 1 Subdiv� 1 7 h Vol. 754 P9. 53 mN N83 012 S2 - - -E75 --- \ _ FOX RUN LANE - E14 Properties, LLC CEA Lot 1-A Vol. 795 Pg' 421 RePlot B 0 L, South Burlington p Realiy Co. LLC Vol. g94 Pg. 110 Cq O ICI Burlington ProPOSed 1Z1� Properties, LP Open Space 9 Vol. 273 Pg. 265 Aloes \ 6 \ / - Eld E12-4 ID S 48.48'41" E IO Lot 1-C Area: 3.4 Ac. 86.00' ® N82'22'33"W Lot 1-E Area: 3.1 Ac. ? SBRC Properties, LLC W I Lot 1-B Vol. 1116 Pg. 37 Rel. Plat C I� I I S 83.49'21" 'R roRer� I 288.02' I rsas � ante i aweaEwr �11 E9 rMpq �smmra' 41 30 -"• N8710 30 E DRIVE BUTLER -- � n/f Wilson, L. Vol. 1088 Pg. 61 v / 66.77' Grandview M �R \ Farm, Inc. D �o Greenfield Atiyo�W� % Vol. 800Pg. 5B0 Capital, LLC J9 /\ P4 I > Vol. 770 Pg. 253 21 / P4 r ryg1 bh Lot/1-D\ �$ Are : 3.0 Ac. j "I E7 bb / •� i2g46"W0� E12 P7 CURVEDATA 7'38'W R= 540.15' Proposed L- 337.12' Open SppeeCB b= 35°45'04' i To Thompson SL .> 1RrscaP .67' Areas Helched ( ) Ch= 331.68' T r. 'Bc Ch Brg•N55°21'02"W / E17 (� S33.57'38"E Lot 1 I Ee V 122.92 Proposed Area: 39.7 Ac. Area: 29.1 Ac. / c h —S 710'12" E _ aF 134'Cai 122.92 SBRC Properties, LLC c� Vol. 1116 Pg. 37� Proposed - Open Space - Areas (Halched) .. o.a'Pfc r.i o 7-4Penningto2 Vol. 209 Pg' /^ I GO B.C. Gardner t\\ N Vol. 692 Pg. 353 I G.& N. Lines /) City of S. Burlington Vol. 451 Pg. 10 60' R.O. W. To the best of my knowledge and belief this plat, consisting of two sheets, properly depicts the results of a survey conducted under my direct supervision as outlined In the "survey notes" above. Existing boundaries shown are based upon our analysis of physical and record evidence recovered, and are in substantial conformance with the record unless otherwl96 noted. This pat is in substantial compliance with 27 VSA 1403. Statement valid only when accompanied by my original signature and seal. Timothy R. Cowan VT LS 597 r J GRAPHIC SCALE 1a IN FEET I ) 1 icon = 150 It, John Larkin, Inc. Vol. 691 Pg. 763 II CRT APPROACH ZONE= L"AIRP Legend of Symbols - - SUBJECT PROPERTY LINE - - ----- OTHER (APPROX) PROP. LINE ----- - - HIGHWAY RIGHT-OF-WAY - - - - - APPROXIMATE EASEMENT UNE IPF/IRF O IRON PIPE/ROD FOUND (NOTE 4) CMF O OONC. MONUMENT FOUND (NOTE 4) CMS O CONC. MONUMENT SET (NOTE 3) 0 CAPPED REBAR SET (NOTE 3) AG / BG ABOVE / BELOW GRADE (FT.) n/1 NOW or FORMERLY El EASEMENT NOTE PROPOSED SLOPE RIGHTS PROPOSED OPEN SPACE SUBDIVISION of LOTS 1C, 1D & 1E from LOT 1 MEADOWLAND BUSINESS PARK for: SBRC Properties, LLC _ Add Greenspace Area 07.14. 2015 TRC VTATE. 116 8 MEAOOWLAND DRIVE CITY Of SOUTH BURLINGTON, VERMONT Date Ch'k'd Revision Drawn by SALIRG Date DEC. 12. 2014 EMGIMEERIPIG ASSOCIATES. IPIC, SHEET Checked by _TRO_, Scale _-._2."...= y50'__ 10 MANSFIELD WEWLANE, SOUTH BURLINGTON, VT 054Q3 Pam' Approved b TRC PP y Project No. 14183 ) 802A84-2323 web: vrviw.ceaH.com SHEET 1 OF - Survey Notes - 1. Purpose of this survey and plat Is to depict the proposed subdivision of Lots 1C, 1D, and 1E from Lot 1 of the "Meadowlands Business Perk" Subdivision (Reference Plat A). Other property lines shown MAY BE approximate, and are for reference purposes only. 2. Field survey was conducted during Fall -Winter 2006-2007 and consisted of a closed loop traverse utilizing electronic total station instruments. Bearings shown are from Grid North, Vermont Coordinate System of 1983, based upon our RTK GPS observations ontnear the site. Bearings may differ from those shown on the referenced plats. 3. Proposed corner markers set shag typically consist of 5/8" x 30" steel rebar or 4" square concrete monuments with aluminum cape or disks stamped "Civil Engineering Assocs. - VT LS 5971, typically set flush with existing grade. 4. Concrete monuments found are 4" square unless otherwise noted. Iron pipes found are 1" inside diameter unless otherwise noted. Iron rods found are 518" diameter unless otherwise noted. 5. Vermont Route 116, also known as 'Hinesburg Road" Is a public highway with a record width of 4 rods (68 feet). The sideline shown here abutting the subject parcel is based upon our analysis of monumentation found and the referenced plats. The City of South Burlington Is currently contemplating the widening of this portion at Hinesburg Road to a width of 80 feet. - Reference Maps or Plats - A. 'Meadowland Industdal Perk", revised date 612711996, prepared by Trudell Consulting Engineers, Inc. Vol. 386 Page 98, South Burlington Land Records. S. °2-Lof Subdivision of Lot 1 Meadowland Business Pad* for Munson Earth Moving Corp. & CEA Propeoes, LLC", dated Feb. 9, 2007, prepared by Civil Engineering Assocates, Inc. South Burlington Land Records. C. "Subdivision of Lot 1B from Lot 1 Meadowland Business Park for Munson Earth Moving Corp. ", dated Feb. 23, 2009, prepared by Civil Engineering Associates, Inc. South Burlington Land Records. D. "Ledge Knoll Subdivision - Homer & Made Dubois°, revised date 111911985, prepared by Trudell Consulting Engineers, Inc. Vol. 197 Page 42, South Burlington Land Records. E. "Burlington Properties Limited Partnership", revised date 911511995. prepared by Tmdell Consulting Engineers, Inc. South Burlington Land Records. F. °Proposed Recreation Path Easement Over Lot i - Meadowland Business Park to be Conveyed by: Munson Earth Moving Corp.", dated 813/2007, prepared by Civil Engineering Associates, Inc. South Burlington Land Records. 171 - Pre -Existing Easements - The following are existing easements or other restrictions that may effect Lot 1 E-1. A 200-toot-wide Open Space Buffer" along the southerly line of Lot 1 and along a southerly portion of the easterly side of Hinesburg Road. (SHOWN) E-2. a 100-foot-wide "Conservation Zone" along the southerly line of lot 1. (SHOWN) E-3. An apparent 20-foot-wide pedestrian easement along the extension of the southerly line of Lot 1, depicted on Reference Maps A & B. (SHOWN) E4. A 20-foot-wide easement to be centered on a proposed Recreation Path shown on Reference Plan A as meandering, but generally parallel with, the southerly line of Lot 1. (SHOWN) E-5. A 20-foot-wide pedestrian easement leading northerly from the "Ledge Knoll" subdivision to Intersect with the meandering Recreation Path mentioned above. (SHOWN) E-6. Certain rights or restrictions appurtenant to the "Airport Approach Zone", as depicted on Reference Map A. A portion of this zone crosses a northeasterly comer of Lot 1. (SHOWN) E-7. Lot 1 is subject to and benefited by an Irrevocable Offer of Dedication of the 60-foot-wide right-of-way shown as "Meadowland Drive" and formerly known as "Swift Street Extension". E-8. Certain rights or restrictions appurtenant to the "Hinesburg Road North Soenic Protection Zone°, as depicted on Reference Map A. A portion of this zone crosses the northwesterly portion of Lot 1. (SHOWN) E-10. A 30-foot-wide storm water & sanitary sewer easement over Lot 1 to serve Lot 1 B. E-11. A 20-foot-wide easement for existing sanitary sewer force main across southwesterly comer of Burlington Properties, LLC. E-12. Rights to drain storm water from Lot 1A across northerly portion of Lot 1 to existing ditch on southerly sideline of Meadowland Drive. E-13. Easements for existing sanitary sewer force main across westerly portion of Lot 1. E-14. A 20-toot-wide easement for emergency access to from Lot 1 over future driveway and parking lot at northeastern portion of Lot 1A E-15. An easement for future extension of water main to Lot 1. E-16. A 15-foot-wide pedestrian easement along northerly property line of Lot 1. E-17. Drainage rights along westedy R.O.W. of Meadowland Drive granted to Lots 1, 1A,1B,1B,1D & 1E. - Location Map - NOT to SCALE - Proposed Easements - The following are proposed easements or other restrictions effecting Lots 1, 1-C, 1-D or 1-E: P-1. 40-foot-wide easement for access to Lot 1-C and Lot 1-E. P-2. 20-foot-wide walkway easement centered on existing sewer main. P-3. 20-foot-wide walkway easement along perimeter of property. (At the northeast comer of Lot 1-C, a portion of section of the walkway would have a variable -width easement, tapering down from 20'.) P4. 10-foot-wide utility easement in favor of Green Mountain Power Corporation with 20'X20' easement for electrical vault locations. P-5. Temporary tum-around access easement to be terminated upon future extension of the roadway. P-6. 20-foot-wide sewer easement benefiting Lots 1-C & 1-E. P-7. 5-foot-wide pedestrian easement along northerly property line of Lot 1-C to supplement existing adjacent 15-foot-wide pedestrian easement (E-16). P-8. Slope rights to facilitate potential future southward extension of Randall Street. (Shaded). Drawn by SAL/RG Date DEC. 12. 2014 Checked by TAC Scale NIA Approved by TRC Project No. 14183 SUBDIVISION of LOTS 1C, 1 D & 1E from LOT 1 MEADOWLAND BUSINESS PARK for. SBRC Properties, LLC VT RTE. 116 & MEADOWLAND DRIVE Ctly of SOUTH BURLINGTON, VERMONT CIVIL ENGINEERING ASSOCIATES, INC. SHEET 10 MANSFIELD VIEW LANE, SOUTH BORLINGTON, VT 05903 P-2 a02-e642323 wed: www.CBe-VL SHEET 1 CF 2 C I Y I L EI N IrlIN IEERIINIG A!�S A UCIArE_'So, 11 ICA 10 Mansfield View Lane South Burlington, VT 05403 July 22, 2015 Mr. Paul Conner, Planning & Zoning Director City of South Burlington Offices 575 Dorset Street South Burlington, Vermont 05403 Re: BlackRock Construction Office Buildings at Lot I Meadowland Business Park 66 Randall Street, South Burlington Request for Ability to Serve Letter Dear Mr. Conner - Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com We are in the process of preparing an Act 250 application for the proposed construction of two office buildings of 18,500 and 12,000 SF on Lot 1C within the within the Randall Street Subdivision in the Meadowland Business Park. Construction of the buildings will occur in two separate phases. We have attached an Overall Plan and a Site Improvements Plan depicting the character of the proposed project. Based on the information gathered by the City to date through the DRB approval of the project, we would greatly appreciate it if you would complete the attached Municipal Impact Questionnaire and return it to us so that we may include the City's response in the Act 250 application. If you should have any questions, please feel free to contact me at 864-2323. Respectfully, David S. Marshall, P.E. Project Engineer Enclosure Municipal Impact Questionnaire Overall Plan and Site Improvements Plan cc: CEA File 14182.00 (no enclosure) P:WutoCADD Projects12014\14182\3-Permitting\3-Act 250 Applications\4-Basic Act 250 ApplicationWbility to Serve Requeststrmuni I mpactLet.doc Imo= VEPAIO -r Act 250Application Form ver. 1.2 - rev. 0911812074 This questionnaire is intended to help applicants gather evidence to submit under Criterion 7 - Municipal Services. A letter or narrative from the Town Manager, Selectboard Chair or appropriate official may also serve as evidence. To be completed by Applicant: APPLICANT NAME MUNICIPALITY BlackRock Construction, LLC South Burlington TITLE OF SITE PLAN SUBMITTED DATE OF SITE PLAN SUBMITTED C1.0 - Site Improvements Plan - BlackRock Construction Office Buildings 11/1/2014 To be completed by Town Manager, Department Heads, or Equivalent: a. Does the municipality have the capacity to provide the following services without unreasonable burdens for the above project? Fire Protection ❑ Yes ❑ No Police Protection ❑ Yes No Rescue Service ❑ Yes ❑ No Road Maintenance Yes ❑ No Solid Waste Disposal D Yes ❑ No ❑ Municipality does not provide this service. ❑ Municipality does not provide this service. Municipality does not provide this service. ❑ Municipality does not provide this service. ® Municipality does not provide this service. DESCRIBE WHO PROVIDES SOLID WASTE DISPOSAL IN LIEU OF TOWN For commercial properties, the haulers include: All Cycle Waste, Inc.; Casella Waste Systems; Gauthier Trucking; Myers Container; Nolin's Trucking; b. Would the deficiencies occur without this project? ❑ Yes ❑ No c. If the deficiencies are common to many projects, does this project create burdens which are disproportionate to the taxes and user fees to be paid to the municipality? Yes ❑ No d. Are you available, after sufficient notice, to answer questions related to the above statements at an Act 250 hearing? Yes ❑ No 1 certify that the above information is true and accurate to the best of my knowledge. NAME POSITION DATE Act 250Application Form Page 25 of 26 FOX RUN 1 Cf%CSJ11 - - APPROXIMATE PROPERTY LINE APPROXIMATE SETBACKLINE EXISTING CONTOUR EXISTING CURB EXISTING GRAVEL OISTING PAVEMENT - - - - E - EXISTING ELECTRIC EXISTING FORCEMAIN - 0- EXISTING GAS sr - EXISTING STORM _ - S.- EXISTING GRAVITY SEWER -- - I- EXISTING TELEPHONE - - w- OUS71NG WATER - EXISTING SWALE -...-...-...- STREAM - - WETLANDS - WETLANDS BUFFER ® EXISTING SEWER MANHOLE ® EXISTING STORM MANHOLE O O DUSTING CATCH BASIN O DUSTING WELL EXISTING HYDRANT • EXISTING SHUT OFF DJS77NG UTILITY POLE 0-0 EXISTING LIGHT POLE .-X DUSTING GUY WIRE)POLE T DUSTING SIGN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EDGE OF BRUSH/WOODS O IRON ROD/PIPE FOUND p CONCRETE MONUMENT FOUND TEST PIT PERCOLATION TEST PROJECTBENCHMARK - - PROPOSED PROPERTY LINE - PROPOSED SETBACK LINE +ao PROPOSED CONTOUR PROPOSED CURB PROPOSED GRAVEL PROPOSED PAVEMENT PROPOSED ELECTRIC FM PROPOSED FORCEMAIN O PROPOSED GAS ST PROPOSED STORM PROPOSED GRAVITY SEWER T PROPOSED TELEPHONE W PROPOSED WATER - PROPOSED SWALE 0 PROPOSED SEWER MANHOLE 0 PROPOSED STORM MANHOLE 0 O PROPOSED CATCH BASIN 0 PROPOSED WELL PROPOSED HYDRANT • PROPOSED SHUT OFF j1 PROPOSED UTILRY POLE 0-0 PROPOSED LIGHT POLE /'�/'�►�'�'1 PROPOSED EDGE OF BRUSH/WOODS • REAAR SET El CONCRETE MONUMENT SET DIMENSIONAL SUMMARY ZONING DISTRICT. INDUSTRIAL OPEN SPACE DISTRICT REQ'D. PROPOSED LOT AREA 3.0 AC. 3.4 AC. LOT FRONTAGE - MEADOWLAND DRIVE 117 RANDALL STREET 347 FRONT SETBACK 50 62' SIDE SETBACK 35' 35, REAR SETBACK 35' 250 BUILD. COVERAGE 30% (MAX.) 10.4% LOT COVERAGE 50% (MAX.) 46.0% FRONT YARD COVERAGE 30% (MAX.) MEADOWLAND DRIVE 5.0% RANDALL STREET 6.4% *Existing coverage calculations based upon proposed subdivision line GRAPHIC SCALE ( IN FEET ) 1 Inch = 200 It. PARKING SUMMARY PHASE 18, 500 GSF x 3.5 Space / 1000 GSF = 64.8 Number of parking spaces required = 65 Number of parking spaces proposed = 76 Handicap parking spaces required = 4 Handicap parking spaces provided = 4 Van accessible spaces required = 1 PHASE If (Full Build -out) 18,500 GSFx 3.5 Space / 1000 GSF = 65 12,000 GSFx 3.5 Space / 1000 GSF = 42 Number of parking spaces required = 107 Number of parking spaces proposed = I l l Handicap parking spaces required = 4 Handicap parking spaces provided = 4 Van accessible spaces required = 1 GENERALNOTES SITE ENGINEER: 1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENTALL UTILITIES LOCATED + [ UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILIT'LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFYALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE (888_344-7233) PRIOR TO ANY CONSTRUCTION. CIVIL ENGINEERING ASSOCIATES. INC. 2. ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED OR 10 M03F/ELD VIEW L NE, SOUTH9URUNGTON, VT OW ABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER. g��pq.2,q,y FNL B�AMY171 R*a w*w.ce*vLmm 3. THE CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS (WITH TIES) FOR ALL UNDERGROUND coPrmceT UTILITES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THE 91u11K PROJECT. 4. THE CONTRACTOR SHALL REPAIR)RESTOREALL DISTURBED AREAS (ON OR OFF THE SITE) AS A SAL DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. m 5. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. DSM 8. MAMTAINALL TREES OUTSIDE OF CONSTRUCTION LIMITS. DSM ♦P 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETEAND APPLICANT. OPERABLE FACILITIES AND UlIU71ES. 8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALS BLACKROCK INCORPORATED INTO THE SITE WORK WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOP DRAWING APPROVAL IS GRANTED. CONSTRUCTION, 9. IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS AND L.L.C. ANY LOCAL PUBLIC WORKS STANDARDS. 10. THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE 302 MOUNTAIN VIEW ROAD 0.1 FEET SUITE 300 11. ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED COLCHESTER, VT AS PART OF THE CONTRACTAND SHALL BE THE CONTRACTORS RESPONSIBILITY. OWNER: SOUTH 12. THE CONTRACTOR SHALL COORDINATEALL WORK WITHIN TOWN ROAD R.O. W. WITH TOWN AUTHORITIES. BURLI�NGTON 13. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL,CAaLEANDTELEPHONE SERVICES IN ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS. 14. EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OFATAN '►/ REAL 1 I CORP. APPROVED OFF -SITE LOCATION ALL PAVEMENT CUTS SHALL BE MADE WITH PAVEMENT SAW. WILLISTON, VT 15. IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE PROJECT: CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE nEM IN QUESTION. PROPOSED OFFICE 16. PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION - p/TI/DIELT/'`S THIS PLAN IS NOT A BOUNDARY SURVEYAND IS NOT INTENDED TO BE USED AS ONE. LOT lam/, BUILDINGS L r Y V L C 17. IF THE BUILDING IS TO BE SPRINKLERED, aACKFLOW PREVENTION SHALL BE PROVIDED IN MEADOWLAND ACCORDANCE WRHAWWA MI4. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO TWO FEErABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL. �7C�C� I 1J1 CAI E PARK BUSINESS `7 18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES VT. RTE. 116 INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING. MEADOWLAND DRIVE 19. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUTAND FIELD ENGINEERING REQUIRED FOR COMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE ANAUTOCAD FILE SOUTH BURL/NGTON, VT WHERE APPL_ABLE. '�ur.,r Rv. 89 778 A PROJECT LIX'ATION 8 PLAN SHEET INDEX ,�, SHEET# DESCRIPTION C1.0 OVERALL SITE PLAN " C1.1 EXISTING CONDITIONS SITE PLAN LOCATION MAP 1' = 2000 C1.2 PROPOSED CONDITIONS SITE PLAN C1.3 PROPOSED UTILITY PLAN "I""' mu CRYSUBMIRN C 1.4 PROPOSED GRADING AND DRAINAGE PLAN - OVERALL C1.5 PROPOSED GRADING AND DRAINAGE PLAN - PARKINGIBUIL-DING AREA C1.6 PROPOSED GRADING AND DRAINAGE PLAN - POND AREA C1.7 PROPOSED LIGHTING PLAN C2.0 EPSC PLAN OVERALL SITE C2.1 EROSION CONTROL DETAILS PLAN & SPECIFICATIONS C3.0-3.3 DETAILS C4.0-4.4 SPECIFICATIONS nsrR NOV., 2014 P1uYnrc R°NRRR SHEET# DESCRIPTION L 1 LANDSCAPE PLAN 200' C 1.O L2 LANDSCAPE SCHEDULE & DETAILS PR°J. N9. 14182 p SITE ENGINEER: I i - ?aC a __ ______ •' I CIVIL ENGINEERING ASSOCIATES INC, 10 AHN5FIElD VIEW LANE, SOUTNBURINGTON, IT 05403 Gm o-o -------------- I = SALE -- - a DSM FUTURE BU�' ?ice y I ILDING DSM \ ip�' \ _ #2 I I 1 �-� a /. +��� O��L�` a ,\ APPRTCBLACKROCK PHASE �. , ! 1 HIE° a CONSTRUCTION, L.L.C. I a.. .- 11111 IIIU SUITE 300 1?" i 302 MOUNTAIN VIEW ROAD �1111 COLCHESTER, VT � a OWNER: SOUTH 1 PROPOSED a %:/ / / /\ \ BURLINGTON I I 6 BUILDING a / REALTY CORP. WILLISTON, VT .All I a a FF.779A d.' � / ` a PROJECT: I 11111 \ PROPOSED OFFICE a o % BUILDINGS LOT 1-C �IIII a / MEADOWLAND j. BUSINESS PARK VT. RTE. 116 a a a MEADOWLAND DRIVE SOUTH BURLINGTON, VT _ I • � j / 118 ps LOCATION / s 1 PHpSEll PHASE I i_.- - - - - -- - - - I ; j LOCATION MAP I 1'=20W /r 1 }� � D.TY CRBC@D It.YL9ION 12112114 nsM cm SURMRTQ PROPOSED SITE IMPROVEMENTS PLAN 14T2 DRAINNG RUYDER NOV., 2014 GRAPHIC SCALE scats -/ n 1"-30 C1.2 ( IN FEET) PRw ND. DO T iD = sD to 14182 CIVI L E:I IGII IZEERI11"sIr A\!SS;or. ImE,5, 1i IC. 10 Mansfield View Lane South Burlington, VT 05403 July 23, 2015 Mr. Paul Conner, Planning & Zoning Director City of South Burlington Offices 575 Dorset Street South Burlington, Vermont 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: SBRC Properties, LLC 4-Lot (Randall Street) Subdivision of Lot 1 at the Meadowland Business Park 284 Meadowland Drive, South Burlington Request for Ability to Serve Letter Dear Mr. Conner. - We are in the process of preparing an Act 250 application for the proposed proposed 4- lot subdivision of Lot 1 at the Meadowland Business Park. We have attached a plan depicting the proposed improvements. A total of three (3+ acre) lots are proposed to be created in addition to a 0.9 acre rights - of -way for a proposed private roadway (Randall Street) while reserving the remaining 29.1 acres of Lot 1 for future development. A separate ability to serve request will be forthcoming for the two office buildings proposed on Lot 1 C. The land uses on the remaining two lots are not identified at this time but we are estimating that each of the lots could support a 30,000 GSF office building. Based on the information gathered by the City to date, we would greatly appreciate it if you would complete the attached Municipal Impact Questionnaire and return it to us so that we may include the City's response in the Act 250 application. If you should have any questions, please feel free to contact me at 864-2323. Respectfully, M90 S. Marshall, P.E. Project Engineer Enclosure Municipal Impact Questionnaire Overall Plan and Site Improvements Plan cc: CEA File 14182.00 (no enclosure) P.\AutoCADD Projects\2014\14183\3-Permitting\3-Act 250 Applications\1-Ability to Serve Requests\munilmpaclLet.doc Form ver. 1.2 • rev. 0911 &.2014 This questionnaire is intended to help applicants gather evidence to submit under Criterion 7 - Municipal Services. A letter or narrative from the Town Manager, Selectboard Chair or appropriate official may also serve as evidence. To be completed by Applicant: APPLICANT NAME MUNICIPALITY SBRC Propertties, LLC South Burlington TITLE OF SITE PLAN SUBMITTED DATE OF SITE PLAN SUBMITTED C1.0 - Site Improvements Plan - 4-Lot Subdivision of Lot 1 11/11/2014 To be completed by Town Manager, Department Heads, or Equivalent: a. Does the municipality have the capacity to provide the following services without unreasonable burdens for the above project? Fire Protection 0 Yes ❑ No Municipality does not provide this service. Police Protection ❑ Yes ❑ No ❑ Municipality does not provide this service. Rescue Service ❑ Yes No ❑ Municipality does not provide this service. Road Maintenance Yes No Municipality does not provide this service. Solid Waste Disposal ❑ Yes No ® Municipality does not provide this service. DESCRIBE WHO PROVIDES SOLID WASTE DISPOSAL IN LIEU OF TOWN For commercial properties, the haulers include: All Cycle Waste, Inc.; Casella Waste Systems; Gauthier Trucking; Myers Container; Nolin's Trucking; b. Would the deficiencies occur without this project? ❑ Yes R No c. If the deficiencies are common to many projects, does this project create burdens which are disproportionate to the taxes and user fees to be paid to the municipality? ❑ Yes n No d. Are you available, after sufficient notice, to answer questions related to the above statements at an Act 250 hearing? Yes ❑ No I certify that the above information is true and accurate to the best of my knowledge. NAME POSITION DATE Ad150Application Form Page15of26 FOX RUN LN.m LEGEND - - APPROXIMATE PROPERTYLINE - - APPROXIMATE SETBACK LINE +oD EXISTING CONTOUR EXISTING CURB EXISTING FENCE - - - - - - EXISTING GRAVEL EXISTING PAVEMENT -_--�-=--G�-o EXISTING GUARD RAIL - - - E - EXISTING ELECTRIC - - - - FM- EXISTING FORCEMAIN - - - - 0- EXISTING GAS - - - 5T - EXISTING STORM - - - - s - EXISTING GRAVITY SEWER - - - - T- EXISTING TELEPHONE - - - W- EXISTING WATER -� EXISTING SWALE ---- ---- ----- STREAM -..-..-.. -..- WETLANDS - - WETLANDS BUFFER ® EXISTING SEWER MANHOLE ® EXISTING STORM MANHOLE Q ❑ EXISTING CATCH BASIN Q EXISTING WELL EXISTING HYDRANT ® EXISTING SHUT OFF EXISTING UTILITY POLE ❑-0 EXISTING LIGHT POLE EXISTING GUY WIRE/POLE -r EXISTING SIGN EXISTING DECIDUOUS THEE EXISTING CONIFEROUS TREE EDGE OF BRUSHIWOODS O IRON ROD/PIPE FOUND p CONCRETE MONUMENT FOUND TEST PR PERCOLATION TEST PROJECT BENCHMARK o.� - - - - SpUTHERLY EDGE OF AIRPORT APPROAUM -- 1 L---- tyj GENERAL NOTES 1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENTALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITYLOCATIQNSARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFYALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT 010 SAFE (880_344-7233) PRIOR TO ANY CONSTRUCTION. 2. ALL EXISTING 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 PLANS (WITH TIES) FOR ALL UNDERGROUND UTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THE PROJECT. 4. THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. 5. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. B. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UTILITIES. 8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALS INCORPORATED INTO THE SITE WORK WORK SHALL NOT BEGIN ON ANY REM UNTIL SHOP DRAWING APPROVAL IS GRANTED. 9. IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS AND ANY LOCAL PUBLIC WORKS STANDARDS. 10. THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE 0.1 FEET. 11. ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACTAND SHALL BE THE CONTRACTORS RESPONSIBILITY. 12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O.W. WITH TOWN AUTHORITIES. 13. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES IN ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS. 14. EXISTING PAVEMENTAND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OFATAN APPROVED OFFSITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH PAVEMENT SAW. 15. IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE ITEM IN QUESTION. 16. PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION. THIS PLAN IS NOTA BOUNDARYSURVE✓AND IS NOT INTENDED TO BE USED AS ONE. 17. IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED IN ACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO TWO FEETABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL 18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETEAND SOIL TESTING. 19. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUTAND FIELD ENGINEERING REQUIRED FOR COMPLETION OF THE PROJECT. COIL ENGINEERING ASSOCIATES WILL PROVIDEANAUTOCAD FILE WHEREAPPLIABLE. SITE ENGINEER: f E CIVIL ENGINEERING ASSOCIATES INC, 10 MWSFIELD VIEWLANE, SOUTHBURLINGTON, VT 05M BOT68a2089 FAX B02A80.Y17f x�: wwx.cesvtcom D1untt SAL cffic® DSM ePeBovsD DSM OWNER/APPLICANT: SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT PROJECT: 4 LOT SUBDIVISION OFLOT 1 MEADOWLAND BUSINESS PARK VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT PROPOSED PROPERTY LINE 110 - PROPOSED SETBACK LINE PLAN SHEET INDEX fDD PROPOSED CONTOUR PROPOSED CURB fvF PROPOSEDFENCE GRAPHIC SCALE SHEET# DESCRIPTION PROPOSED GRAVEL A PROPOSED PAVEMENT C 1.0 OVERALL SITE PLAN - PROPOSED GUARD RAIL P1 & P2 SUBDIVISION PLAT LOCATION MAP E PROPOSED ELECTRIC ( IN FEET FM PROPOSED FORCEMAIN L L.ch _ 200 TL C1.1 SITE IMPROVEMENTS PLAN T' = 20W PROPOSED C1,2 EXISTING CONDITIONS PLAN 8T PROP03EDSSTORM TO waB case® asnslott PROPOSED GRAVITY SEWER C1.3 PROPOSED SITE GRADING & DRAINAGE PLAN c-sueN & B- T PROPOSED TELEPHONE C1.4 PROPOSED SITE GRADING & DRAINAGE PLAN W PROPOSED WATER - PROPOSED SWALE DIMENSIONAL SUMMARY C1.5 PROPOSED SITE UTILITY PLAN C1.6 PROPOSED LANDSCAPING & LIGHTING PLAN ZONING DISTRICT. INDUSTRIAL OPEN SPACE DISTRICT C2.0 ROAD PROFILE. & SECTIONS ® PROPOSED SEWER MANHOLE REQ'D. PROPOSED ® PROPOSED STORM MANHOLE LOT AREA C3.0-3.1 EPSC PLAN O ❑ PROPOSED CATCH BASIN LOT 1-C 3.0 AC. 3.40 AC. C3.2 EROSION CONTROL DETAILS Q PROPOSED WELL LOT 1-D 3.0 AC. 3.05 AC. OVERALL SITE ix PROPOSED HYDRANT LOT 1-E 3.0 AC. 3.08 AC. &SPECIFICATIONS PROPOSED SHUT OFF LOT FRONTAGE C4.0-4.1 DETAILS PLAN fJ PROPOSED UTILITY POLE LOT 1-C NONE 118' C5.0-5.4 SPECIFICATIONS 0-0 PROPOSED LIGHT POLE LOT1-D NONE 205' PROPOSED EDGE OF BRUSH/WOODS FRONT SETBACK 50 50' (ALL LOTS) O REAAR SET CONCRETE MONUMENT SET SIDE SETBACK 35' 35' (ALL LOTS) REAR SETBACK 35' 35' (ALL LOTS) Dm Dluwmc mflmsa NOV., 2014 1"=200' C1.0 7a01. N0. 14183 r f I . I I II I II i I - __ , / 10' WALKWAY TO BE \ CONSTRUCTED COINCIDENT 0 WITH DEVELOPMENT OF LOT WALKWAY EXTENSION TO-� --- - �- PERMITTED PATH ON SPHINX / ` 'S•'r,r:fs DEVELOPMENT L.L.C. PROPERTY / '%" �' t —. �—,—...-...•- - ��� ` a Ab t. CROSSWALK , (DET. 91, SHT. C4.0) \ • . 6 STOP BAR GREENSPACE TEMPORARY'NO \ OUTLET SIGN VPRO ��i , I POSED BUILDING — —— / r ENVELOPE # _- —'. MPH SPEED I / / —/ LIMITSIGN-- — —�' ' I� NY WIDE PEDESTRIAN EASEMENT ���' GRASS LINED / d r//TI EA REPLACEMENT TREES \\\CES) ADA COMPLIANT FLUSH CURB ACCESS �OO a S' CONCRETE SIDEWALK \ (DET. 9, SHT. C4.0) v ? CROSSWALK ,� Q (DET. 11, SHT. C0.0) 66 RANDALL ST. WITH swM3 STOP SIGN O� TH uNoPwnuN it i _ v�LP i / (DET. J,f . 02. ' \\ \ j STREET LIGHT L Fie (DET. 14, SHT C4 0 _ I I WALKWAY EXTENSION T / j�NG G ..e WIDE ROADwAY�j40 AND STREET SIGN \ •, I I 9 i�1S CURBING, P���111RRRKING ON\ PERMITTED PATH ON SPj1INX • ' DEVELOPMENT LLC.% DPERTY NORTH SIDE STABILIZED i' / SHOULDER . 2, SHT. C2.0) / 0, NEW STREET TREES / �• �� (fYP.OF 0PLACES) / "i i 47d /' ,.�/ / 1� /• ELECTRICAL ISTRIBUTION / VAULTS �y�p� - - -300 S' CONCRETE SID AL�(\ PROPOSED BUILDING �- `.� I /9 / �/� ,I' �•-�� C— _ --_ .� / / (DET. 9. SHT.0 ENVELOPE i _ } •-\ /7 t/0 PARKING THS9'4E OF / /STREETSIGN PLACES) (DOUBLE SIDEDD) AM COMPLIANT ACCESS 20'WIDE PEDESyRIAN EASEMENT / 5 ,�� t `� 1 I -- -' - -- • - � __ 11 � — /%// / � \_ \ � ,/-' / / /LOT 1-D � / /� /� / � FUTURE SHARED A6CEE1+ ROADWAY I\ \\ NEW HYDRANT ~ �' \ - '�9 RANDALL ST. SNARED USE ACCESS \ \ (D T. 3, SHT. C4.1) / �' , , \ J i i /' ✓ , / //,� EASEMENT FOR LOTS 1•C • 1-E \ \ TEMPORARY TURN AROUND I \ ' i \ I AND EASEMENTS (TYP.) ,�- / S WALKWAYTO BE CONSTRUCTED CO INCIDENT / FOR N O PAVEMENT SURFACE FOR SNO STORAGE / WITH ADJACENT LOT / I •= I I / / PROPOSED BUILDING II ENVELOPE Me I \ 20' WIDE PEDESTRIAN LOT 1 [ EASEMENT � / \ \. I �•'- /' / �/ r 1 - - 68 RANDALL ST. LOT 1 94TWIDE STORMW / //•y EASEMENT i SEW�PI5- WALKWAY TO B s W/ CONSTRUCTED COINCIDENT —,/ / •.'�� ' ' ` / '� i \ WflM ADJACENT LOT / i ,./:% ` �/• % \ '. � � \ � i � � � —f ,rw � �' '' /'/ � /' / \� it /� ___�___ /• emu, �.., / / i _ t i / ,� �� �i \ -•' ✓:� IOD+RIPAFIIAN CORRIDOR- ' I �i• \I - / .. �i� �•/ /.5.. �� \ /�'� / NO DEVELOPMENT AREA ' 1 Lam- ..-.+J� - _ �r "_.. •;: i� / i •y�' , SITE ENGINEER: f c CIVIL ENGINEERING ASSOCIATES" INC. IOUWFIELD HEWLANE, SOUTHBURLINGTON, VT 05403 B02-B442,29 FM: BOPA8+2P)1 x.b www neN.com sauGAC =cm DSM IPPROVRO DSM OWNER/APPLICANT SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT PROJECT: ` , ` 4 LOT SUBDIVISION OF LOT 1 MEADOWLAND �T BUSINESS PARK / /./W. VT. RTE. 116 MEADOWLAND DRIVE '/ SOUTH BURLINGTON VERMONT / �� SEE SHEET C1.0 FOR LEGEND GRAPHIC SCALE ( IN FEET ) 1 ivch = 30 LOCATION MAP ,• = 2000 ' OATR I CNECRRO I RE ' 1Y/14/t4 OSM CITY Z N. V19 PROPOSED SITE IMPROVEMENTS PLAN o— ORANING NNKR6R NOV., 2014 =30' C1.1 RR04. N0. 14183 rIvI ­j,,sIrlj 10 Mansfield View Lane South Burlington, VT 05403 August 4, 2015 Mr. Craig Lambert, City Arborist City of South Burlington Dept. of Public Works Landfill Road South Burlington, Vermont 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com OqP4(40 Y. Re: South Burlington Realty Corporation SD-14-41 Proposed 4-Lot Subdivision of Lot 1— Meadowland Business Park Conditions of Approval Summary Dear Mr. Lambert: One of the Development Review Board's Conditions of Approval requires that the applicant amend the plans to adequately reflect your recommendations dated 1/27 /15. We have inserted those comments as well as the applicant's response to each in support of your updated review of the application materials. Four Lot Subdivision Lotl - Meadowlands Business Pk South Burlington Realty Corp. 1/27/15 • Should specify a cultivar of Freeman Maple, recommend either Sienna Glen or Celebration (Autumn Blaze is becoming overused) This has been revised to Celebration (see site landscaping plan, Sheet C1.6 — Site Landscape Plan). • Relocate trees on north side of Randall St. towards the street as they are almost directly on top of the water line. The water main has been moved to avoid the trees (see attached Sheet C1.5 — Site Utility Plan). • Need to include Tree Planting Details and Specifications. We have developed the supporting details and specs in the attached Sheet L1.0. • Should specify what the tree protection measures called for on sheet C3.0 are The tree protection detail has been added to the attached Sheet C4.1— Site Utility Details. This completes our summary of the revisions made to the attached plans. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, 4avidMarshall, P.E. Principal Engineer Enclosures: Sheets C1.5, C1.6, C4.1 and L1.0 P:\AutoCADD Projects\2014\14183\3- Perm itting\1-Local Applications\4 - Final Submittal\Lambert.doc lllg� pflvhv(441j )A. �YYAY State of Vermont LAND USE PERMIT AMENDMENT Case No; 4C1005-13 (altered) LAWS/REGULATIONS INVOLVED SBRC Properties, LLC 10 V.S.A. §§ 6001 - 6093 (Act 250) P.O. Box 2204 South Burlington, VT 05403 and Blackrock Construction, LLC 302 Mtn. View Drive, Suite 300 Colchester, VT 05446 District Environmental Commission #4 hereby issues Land Use Permit Amendment #4C1005- 13, pursuant to the authority vested in it by 10 V.S.A. §§ 6001-6093. This permit amendment applies to the lands identified in Book 1116, Pages 37, of the land records of South Burlington, Vermont, as the subject of a deed to SBRC Properties, LLC. This permit specifically authorizes the construction of two office buildings (18,500 gsf and 12,000 gsf) and an accessory structure (400 gsf) with supporting road and utility infrastructure on Lot #1-C of the Meadowland Business Park. The Project is located at 66 Randall Street in South Burlington, Vermont. Jurisdiction attaches because the Project constitutes a material change to a permitted development or subdivision, and thus requires a permit amendment pursuant to Act 250 Rule 34, 1. The Permittees, and its 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. 2. The project shall be completed, operated and maintained in accordance with: the conditions of this permit; and the permit application, plans, and exhibits on file with the District Environmental Commission and other material representations. The approved plans are: Sheet C1.0 - "Overall Site Plan, Proposed Office Buildings Lot 1-C Meadowland Business Park" dated Nov. 2014, last revision 3/13/15 (Exhibit #33); Sheet C1.1 - "Existing Conditions Site Plan, Proposed Office Buildings Lot 1-C Meadowland Business Park" dated Nov. 2014, last revision 3/13/15 (Exhibit #34); Sheet C1.2 - "Proposed Site Improvements Plan, Proposed Office Buildings Lot 1-C Meadowland Business Park" dated Nov. 2014, last revision 3/13/15 (Exhibit #35); Sheet C1.3 - "Proposed Site Utility Plan, Proposed Office Buildings Lot 1-C Meadowland Business Park" dated Nov. 2014, last revision 4/23/15 (Exhibit #36); Land Use Permit #4C1005-13 (altered) Page 2 of 7 Sheet C1.4 - "Proposed Grading 7 Drainage Plan - Overall, Proposed Office Buildings Lot 1-C Meadowland Business Park" dated Nov. 2014, last revision 3/13/15 (Exhibit #37); Sheet C1.7 - "Lighting Plan, Proposed Office Buildings Lot 1-C Meadowland Business Park" dated Nov. 2014, last revision 3/13/15 (Exhibit #38); Sheet C2.0 - "Proposed EPSC Plan, Proposed Office Buildings Lot 1-C Meadowland Business Park" dated Nov. 2014, last revision 3/13/15 (Exhibit #39); Sheet C2.1 - "Erosion Control Details and Specifications, Proposed Office Buildings Lot 1-C Meadowland Business Park" dated Nov. 2014, last revision 3/13/15 (Exhibit #40); Sheet L1.0 - "Landscape Plan, Hergenrother Meadowland Drive" dated 12.12.14 (Exhibit #41); Sheet L2.0 - "Landscape Details & Specifications, Hergenrother Meadowland Drive" dated 12.12.14 (Exhibit #42); and Sheet A201 - "Exterior Elevations, New Office Buildings Hergenrother Industries" dated April 2, 2015 (Exhibit #43). 3. All conditions of Land Use Permit #4C1005 and amendments are in full force and effect except as further amended herein. 4. The Permittees shall comply with all of the conditions of the following Agency of Natural Resources Permits: a. Wastewater System and Potable Water Supply Permit #ww-4-4378-1 issued on April 15, 2015 by the ANR Drinking Water and Groundwater Protection Division; b. Authorization of Notice of Intent #4290-9020A under Construction General Permit #3-9020 issued on February 17, 2015 by the ANR Watershed Management Division; C. Individual Stormwater Discharge Permit #4290-INDS issued on May 7, 2015 by the ANR Watershed Management Division; 5. Any nonmaterial changes to the permits listed in the preceding condition shall be automatically incorporated herein upon issuance by the Agency of Natural Resources. 6. Representatives of the State of Vermont shall have access to the property covered by this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental and health statutes and regulations and with this permit. 7. A copy of this permit and plans shall be on the site at all times throughout the construction process. 8. No change shall be made to the design, operation or use of this project without a permit amendment issued by the District Commission or a jurisdictional opinion from the District Coordinator that a permit is not required. 9. No further subdivision, alteration, and/or development on the tract/tracts of land approved herein shall be permitted without a permit amendment issued by the District Land Use Permit #4C1005-13 (altered) Page 3 of 7 Commission or a jurisdictional opinion from the District Coordinator that a permit is not required. 10. Pursuant to 10 V.S.A. § 8005(c), the District Commission may at any time require that the permit holder file an affidavit certifying that the project is in compliance with the terms of this permit. 1 1. The conditions of this permit and the land uses permitted herein shall run with the land and are binding upon and enforceable against the Permittees and their successors and assigns. 12. Construction hours are 7 AM to 7 PM Monday through Friday and 8 AM to 5 PM on Saturday. 13. The project is approved for the following maximum impacts: 111 - vehicle parking spaces; 1,512 - gallons per day of water and wastewater, 250 - vehicle trips per day; 86 - AM peak hour vehicle trips (261 trips remaining in Park allocation); and 46 - PM peak hour vehicle trips (144 remaining in Park allocation). 14. The Permittees shall apply and maintain water and/or other agents approved by the Watershed Management Division in the Project's Erosion Prevention and Control Plan on all roadways or disturbed areas within the project during construction and until pavement and/or vegetation is fully established to control dust. 15. Immediately upon initial roadway clearing, a stabilized construction entrance must be installed and maintained as shown on Sheets C2.0 and C2.1 (Exhibits #39 and #40) at the intersection of the proposed access onto Randall Street. At a minimum, this entrance must be constructed and maintained in 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. 16. The building approved herein is not approved for any manufacturing use or 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 that involves the storage or handling of any regulated substances or the generation of hazardous wastes. 17. There shall be no floor drains installed at the Project without first acquiring the required permit from the ANR Drinking Water and Groundwater Protection Division and/or the Wastewater Management Division. 18. 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. Land Use Permit #4C1005-13 (altered) Page 4 of 7 19. At a minimum, the Permittees shall comply with the Department of Environmental Conservation's Low Risk Site Handbook for Erosion Prevention and Sediment Control (2006). 20. The Permittees shall comply with Exhibits #39 and #40 (Sheets C2.0 and C2.1) for erosion prevention and sediment control. The Permittees 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. 21. All mulch, siltation dams, water bars and other temporary devices shall be installed immediately upon grading and shall be maintained until ell roads are permanently surfaced and all permanent vegetation is established on all slopes and disturbed areas. Topsoil stockpiles shall have the exposed earth completely mulched and have siltation checks around the base. 22. All areas of disturbance must have temporary or permanent stabilization within 14 days of the initial disturbance. After this time, any disturbance in the area must be stabilized at the end of each work day. The following exceptions apply: i) Stabilization is not required if work is to continue in the area within the next 24 hours and there is no precipitation forecast for the next 24 hours. ii) Stabilization is not required if the work is occurring in a self-contained excavation (i.e. no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches). 23. 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 15 to April 15, all earth disturbing work shall conform with the "Requirements for Winter Construction" standards and specifications of the Department of Environmental Conservation's Low Risk Site Handbook for Erosion Prevention and Sediment Control (2006). 24. Prior to construction of the approved work, the Permittees shall a) clearly delineate the construction limits with flagging or snowfencing; b) place diversion ditches on the uphill limits of the construction area; and c) place temporary siltation controls on the downhill limits of construction. 25. In addition to conformance with all erosion prevention and sediment 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) Chapter 47, Vermont's Water Pollution Control Law. 26. The Permittees and all assigns and successors in interest shall continually maintain the landscaping as approved in Exhibit #41 (Sheet L1.0) by replacing any dead or diseased plantings within the season or as soon as possible after the ground thaws, whichever is sooner. 27. The Permittees or its successors shall pay a proportional fair -share monetary contribution towards the preferred transportation mitigation (traffic signal at Meadowland Land Use Permit #4C1005-13 (altered) Page 5of7 Drive and Hinesburg Road) for the development of Lot #1-C. The fair share calculation has been determined by the Commission to be 8.6% of the cost of improvements (based on the allocation of 46 PM peak hour trips divided by 443 which is the added capacity that the traffic signal provided at the Meadowland Drive and Hinesburg Road intersection). The fair share cost is based on the current cost of a traffic signal provided at the Meadowland Drive and Hinesburg Road intersection improvement project the cost of which has been estimated at $200,000. The money ($200,000 x 8.6% _ $20,767) shall be paid to the Meadowland Business Park Owners Association to be held in trust for the exclusive use set forth in this condition before commencement of construction. 28. The Permittees shall implement the following TDM Strategies a. Guaranteed Ride Home: travelers who use transit, carpool, vanpool, bicycle or walk to work qualify or a free taxi ride home in an emergency (up to $50) on any day they use an alternate mode to commute to work. Registered participants may use the service up to twice monthly and eight times a year. b. Ridematching: travelers are encouraged to register in local databases for those seeking carpool partners. c. Preferential parking for carpool vehicles. d. Bicycling/Walking incentives; monetary incentives for travelers who bike or walk to and from work at least twice weekly for four consecutive weeks. e. Transit incentives: The Permittees shall offer a 50% discount on transit fares on all regular CCTA routes. f. Permittees will offer full-time employees compressed schedules to allow longer hours on fewer workdays. g. Installation of bicycle racks. 29. The Permittees are encouraged to coordinate with CATMA on possible TDM measures through the "Go! Chittenden County" program (www.gochittendencounty.org). This program provides tools and resources for employers/property managers to reduce parking needs and address traffic issues, and connects individuals to the range of transportation commuting options in our region. 30. The Permittees shall install conduit infrastructure for future vehicle charging stations within the parking lot. 31. The installation of exterior light fixtures is limited to those approved in Exhibits #38 and #20 (Sheets C1.7 and lighting cut sheets), and shall be mounted no higher than 20 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. 32. The Permittees shall not erect additional exterior signage (other than what is shown in Exhibit #19) without prior written approval from the District Coordinator or the Commission, whichever is appropriate under the Act 250 Rules. Signage includes banners, flags, and other advertising displays, excepting temporary real estate marketing signs and temporary Grand Opening signs. Land Use Permit #4C1005-13 (altered) Page 6 of 7 33. Pursuant to 30 V.S.A. § 53, energy design and construction shall, at a minimum, comply the 2015 Vermont Commercial Building Energy Standards. (More information on this update can be found at(http://publicservice.vermont.gov/topics/energy efficiency/cbes). 34. The installation and/or use of electric resistance space heaters are specifically prohibited without prior written approval from the District Environmental Commission. 35. The Permittees shall reference the requirements and conditions imposed by Land Use Permit 4C1005-13 in all deeds of conveyance and leases. 36. The Permittees shall provide each prospective purchaser of any interest in this Project a copy of the Land Use Permit, Amendments and the Findings of Fact before any written contract of sale is entered into. 37. 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 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). 38. All site work and construction shall be completed in accordance with the approved plans by October 31, 2018, unless an extension of this date is approved in writing by the Commission. Such requests to extend must be filed prior to the deadline and approval may be granted without public hearing. 39. The Permittees shall file a Certificate of Actual Construction Costs, on forms available from the Natural Resources Board, pursuant to 10 V.S.A. § 6083a(g) within one month after construction has been substantially completed or two years from the date of this permit, whichever shall occur first. Application for extension of time for good cause shown may be made to the District Commission. If actual construction costs exceed the original estimate, a supplemental fee based on actual construction costs must be paid at the time of certification in accordance with the fee schedule in effect at the time of application. Upon request, the Permittees shall provide all documents or other information necessary to substantiate the certification. Pursuant to existing law, failure to file the certification or pay any supplemental fee due constitutes grounds for permit revocation. The certificate of actual construction costs and any supplemental fee (by check payable to the "State of Vermont") shall be mailed to: Natural Resources Board, Dewey Building, National Life Drive, Montpelier, VT 05620-3201; Attention: Certification. 40. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A. § 6027(g). Land Use Permit #4C1005-13 (altered) Page 7 of 7 Dated at Essex Junction, Vermont, this Members participating in this decision: Parker Riehle Thomas Getz day of September, 2015. ul' Thomas A. Little, Chair District #4 Commission Any appeal of this decision must be filed with the Superior Court, Environmental Division within 30 days of the date the decision was issued, pursuant to 10 V.S.A. Chapter 220, The Notice of Appeal must comply with the Vermont Rules for Environmental Court Proceedings (VRECP). The appellant must file with the Notice of Appeal the $265 entry fee required by 32 V.S.A. § 1431. The appellant must also serve a copy of the Notice of Appeal on the Natural Resources Board, Dewey Building, National Life Drive, Montpelier, VT 05620-3201, and on other parties in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. 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). For additional information on filing appeals, see the Court's website at: http://www.vermont'udiciary.org/GTC/environmental/default.aspi or call (802) 828-1660. The Court's mailing address is: Vermont Superior Court,, Environmental Division, 32 Cherry Street, 2nd Floor, Suite 303, Burlington, VT 05401 w:\nrb\dist4\projects\4c1001-4c1250\4c1005\4c1005-13\4c1005-13 permit altered.docx EXHIBIT LIST FOR APPLICATION #4C1005-13 Page 1 E DATE I E I A= Applicant X R N T = Town H E T I 0= Opponent I I C I E I RPC = Regional Planning Commission B E R ANR = Agency of Natural Resources I I E VTRANS = Vt. Agency of Transportation T V I D ( DPS = Department of Public Services E M = Municipality D I DHP = Division for Historic Preservation WMD = Wastewater Management Division N I I B I L= Landowner 0.1 1 Y Nature of Exhibit and Date Entered EX 1 5/4/15 A Cover Letter by David Marshall, Civil Engineering (4/24/15) EX 2 Act 250 Application Form EX 3 Schedule A — Fee Information EX 4 Schedule E — Adjoiner Information EX 5 Schedule F — Certificate of Service EX 6 Schedule G EX 7 Schedule B — Act 250 Narrative EX 8 Wastewater System and Potable Water Supply Permit WW-4-4378-1 Issued April 15, 2015 EX 9 Ability to Serve Letter by South Burlington Water Department (12/23/14) EX 10 Draft Stormwater Discharge Permit 4290-INDS EX 11 NOI 4290-9020.4 Issued February 17, 2015 EX 12 Vt. ANR, Waste Management and Prevention Division Construction Site Waste Reduction Plan (4/27/15) EX 13 All -Hazards Mitigation — Fluvial Erosion Hazard Areas Map EX 14 Public Water System Construction Permit #C-3197-14.0 Issued March 31, 2015 EX 15 Traffic Impact Analysis by Roger Dickinson, Lamoureux and Dickinson (11/24/14) EX 16 CCMPO Proposed TDM Areas and Park and Ride Facilities (2/23/05) EX 17 Letter to City of South Burlington Planning and Zoning re Ability to Serve (12/22/14) EX 18 School Impact Questionnaire EX 19 Signage W:\NRB\DIST4\PROJECTS\4C1001-4C1250\4C1005\4C1005-13\4C1005-13 exhibit list docx EXHIBIT LIST FOR APPLICATION #4C1005-13 Page 2 EX 20 05/04/15 A Lighting Cut Sheets EX 21 Letter by Vt. Div. for Hist. Pres. re Criterion 8 (7/29/02) EX 22 Excerpt - Findings of Fact 4C1005 — Page 13 EX 23 Area Soils Map (4/18/15) EX 24 COMchecks (4/20/15) EX 25 Shared Access and Utility Agreement (Undated/Unsigned) EX 26 Declaration of Covenants, Conditions and Restrictions for Meadowland Business Park (Undated/Unsigned) EX 27 Ability to Serve Letter by GMPC (1/7/15) EX 28 Ability to Serve Letter by FairPoint (1/4/15) EX 29 Ability to Serve Letter by Vt. Gas (1/5/15) EX 30 Letter by D. Marshall to Ray Belair, City of South Burlington (10/27/14) EX 31 City of South Burlington Department of Planning and Zoning Findings of Fact and Decision Dated March 6, 2015 EX 32 Meadowland Business Park Resource Summary (4/17/15) EX 33 Plan: Overall Site Plan Drw. C1.0 (Rev. 3/13/15) EX 34 Plan: Existing Conditions Site Plan Drw. C1.1 (Rev. 3/13/15) EX 35 Plan: Proposed Site Improvements Plan Drw. C1.2 (Rev. 3/13/15) EX 36 08/05/15 Plan: Proposed Site Utility Plan Drw. C1.3 (Rev 04/23/15) EX 37 05/04/15 Plan: Proposed Grading and Drainage Plan — Overall Drw. C1.4 (Rev. 3/13/15) EX 38 Plan: Proposed Lighting Plan Drw. C1.7 (Rev. 3/13/15) EX 39 Plan: Proposed EPSC Plan Drw. C2.0 (Rev. 3/13/15) EX 40 Plan: Erosion Control Details and Specifications Drw. C2.1 (Rev 3/13/15) EX 41 Plan: Landscape Plan Drw. 1-1.0 (12/12/14) EX 42 Plan: Landscape Details and Specifications Drw. L2.0 (12/12/14) EX 43 Plan: Exterior Elevations Sht. A201 (4/2/15) EX 44 05/15/15 VT Commercial Building Energy Standards (CBES) Certificate EX 45 " COMcheck Compliance Certificates (Rev) EX 46 05/18/15 Thomas Engineering Response to COMcheck HVAC Inquiry (05/13/15) W:\NRB\DIST4\PROJECTS\4C1001-4C1250\4C1005\4C1005-13\4C1005-13 exhibit list.docx 1 EXHIBIT LIST FOR APPLICATION #4C1005-13 Page 3 EX 47 08/05/15 A Civil Engineering Cover Letter — Supplemental Info (08/04/15) EX 48 Map: Development Pattern Near Project Site EX 49 Municipal Impact Questionnaire EX 50 E. Surwillo Email Correspondence (August, 2015) EX 51 Construction Site Waste Reduction Plan (April 27, 2013 (REV 8/3/15) EX 52 Thomas Engineering Assocs. Memo (05/13/15) EX 53 Truex Cullins Memo re: Bldg. Envelope Measures & Energy Performance (05/14/15)) EX 54 Notice of Authorization Notice of Intent #4290-9020.4 (02/17/15) EX 55 8/25/15 Stormwater Discharge Permit 4290-INDS Issued May 7, 2015 EX 56 09/11/15 Motion to Alter by Applicant — BlackRock Construction (09/08/15) EX 57 09/14/15 AOT Motion to Alter by VTrans (09/11/15) W \NRB\DIST4\PROJECTS\4C1001-4C1250\4C1005\4C1005-13\4C1005-13 exhibit list docx CERTIFICATE OF SERVICE I hereby certify on this 21s' day of September, 2015, a copy of the foregoing ACT 250 LAND USE PERMIT #4C1005-13 (altered), 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. Note: any recipient may change its preferred method of receiving notices and other documents by contacting the District Office staff at the mailing address or email below. If you have elected to receive notices and other documents by email, it is your responsibility to notify our office of any email address changes. All email replies should be sent to nrb-act250essex(a state. vt.us Please note you can now fill out and submit the Act 250 survey online at: http //permits.vermont.gov/act250-survey instead of printing and mailing the attached pdf version Blackrock Corporation, LLC 302 Mountain View Drive, Suite 300 Colchester, VT 05446 ben(@blackrockus.com SBRC Properties, LLC PO Box 2204 S. Burlington, VT 05407-2204 tim(a)southburlingtonrealty. com David Marshall, PE Civil Engineering Associates, Inc. 10 Mansfield View Lane S. Burlington, VT 05403 dmarshall(a)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 Charlie Baker, Exec. Dir./Regina Mahony, Sr. Planner Chittenden County Regional Planning Commission 110 West Canal Street, Suite 202 Winooski, VT 05404 cbaker[ ccrpcvt.orq rmahony�a ccrpcvt.org Elizabeth Lord, Land Use Attorney Barry Murphy Vt. Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 barry. m u rphy(a)vermo nt. gov Craig Keller/John Gruchacz/Jeff Ramsey VTrans Policy, Planning & Research Bureau One National Life Drive, Drawer 33 Montpelier, VT 05633 craig keller vermont.q-ov; ieff ramseyy(o vermont qov iohn.gruchacz(aDvermotn goy Lauren Masseria, Act 250 Development Coordinator Vt. Agency of Agriculture, Food & Markets 116 State Street, Drawer 20 Montpelier, VT 05620-2901 AGR.ACT250 anvermont.gov Division for Historic Preservation National Life Building, Drawer 20 Montpelier, VT 05620 scott.dillon(o-)vermont gov fames dug_gan(a)vermont.gov FOR YOUR INFORMATION Agency of Natural Resources DISTRICT #4 ENVIRONMENTAL COMMISSION National Life Drive, Davis 2 Thomas A. Little, Chair Montpelier, VT 05602 Parker Riehle/Thomas Getz anr.act250(cDvermont.gov 111 West Street Essex Junction, VT 05452 Dated at Essex Junction, Vermont, this 215' day of September, 2015. /s/ Barbara J. Cady 879-5614 Barbara. cady(c.vermont.gov W:\NRB\DIST4\PROJECTS\4C1001-4C1250\4C1005\4C1005-13\4C1005-13 Altered\4C1005-13 altered cos.docx State of Vermont Case No; 4C1005-12 SBRC Properties, P.O. Box 2204, South Burlington, LAND USE PERMIT AMENDMENT LAWS/REGULATIONS INVOLVED LLC 10 V. S.A. §§ 6001 - 6093 (Act 250) VT 05407-2204 District Environmental Commission #4 hereby issues Land Use Permit Amendment #4C1005- 12, pursuant to the authority vested in it by 10 V.S.A. §§ 6001-6093. This permit amendment applies to the lands identified in Book 1116, Page 37, of the land records of the City of South Burlington, Vermont, as the subject of a deed to SBRC Properties, LLC. This permit specifically authorizes the creation of three new lots (1 C, 1 D, and 1 E) from Lot #1 of the Meadowland Business Park and construction of Randall Street. Construction of buildings on any of these lots is not authorized by this permit. The Project is located on 284 Meadowland Drive in South Burlington, Vermont. Jurisdiction attaches because the Project constitutes a material change to a permitted development or subdivision, and thus requires a permit amendment pursuant to Act 250 Rule 34. 1. The Permittee, and its assigns and successors in interest, is obligated by this permit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions. 2. The Project shall be completed, operated and maintained in accordance with: the conditions of this permit; and the permit application, plans, and exhibits on file with the District Environmental Commission and other material representations. The approved plans are: Sheet C1.0 - "Overall Site Plan, 4 Lot Subdivision of Lot 1 Meadowland Business Park" dated Nov. 2014, last revision 12/12/14 (Exhibit #33); Sheet C1.1 - "Proposed Site Improvements Plan, 4 Lot Subdivision of Lot 1 Meadowland Business Park" dated Nov. 2014, last revision 12/12/14 (Exhibit #34); Sheet C1.3 - "Proposed Site Grading & Drainage Plan, 4 Lot Subdivision of Lot 1 Meadowland Business Park" dated Nov. 2014, last revision 12/12/14 (Exhibit #35); Sheet C1.5 - "Proposed Site Utility Plan, 4 Lot Subdivision of Lot 1 Meadowland Business Park" dated Nov. 2014, last revision 12/12/14 (Exhibit #36); Sheet C1.6 - "Proposed Site Landscaping & Lighting Plan, 4 Lot Subdivision of Lot 1 Meadowland Business Park" dated Nov. 2014, last revision 12/12/14 (Exhibit #37); Sheet C2.0 - "Road Profile & Sections, 4 Lot Subdivision of Lot 1 Meadowland Business Park" dated Dec. 12, 2014, (Exhibit #38); Sheet C3.0 - "Proposed EPSC Plan, 4 Lot Subdivision of Lot 1 Meadowland Business Park" dated Nov. 2014, last revision 12/12/14 (Exhibit #39); Land Use Permit #4C1005-12 Page 2 of 6 Sheet C3.1 - "Erosion Control Details & Specifications, 4 Lot Subdivision of Lot 1 Meadowland Business Park" dated Nov. 2014, last revision 12/12/14 (Exhibit #40); Sheet P-1 - "Subdivision of Lots 1 C, 1 D, & 1 E from Lot 1 Meadowland Business Park" dated Dec. 12, 2014, last revision 01.14.2015 (Exhibit #41), and Sheet P-2 - "Subdivision of Lots 1 C, 1 D, & 1 E from Lot 1 Meadowland Business Park" dated Dec. 12, 2014 (Exhibit #42). 3. All conditions of Land Use Permit #4C1005 and amendments are in full force and effect except as further amended herein. 4. The Permittee shall comply with all of the conditions of the following Agency of Natural Resources Permits: a. Wastewater System and Potable Water Supply Permit #ww-4-4378 issued on February 26, 2015 by the ANR Wastewater Management Division; b. Authorization of Notice of Intent #4290-9020.4 under Construction General Permit #3-9020 issued on February 17, 2015 by the ANR Watershed Management Division; C. Individual Stormwater Discharge Permit #4290-INDS.1 issued on August 18, 2015 by the ANR Watershed Management Division. 5. Any nonmaterial changes to the permits listed in the preceding condition shall be automatically incorporated herein upon issuance by the Agency of Natural Resources. 6. Representatives of the State of Vermont shall have access to the property covered by this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental and health statutes and regulations and with this permit. 7. A copy of this permit and plans shall be on the site at all times throughout the construction process. 8. No change shall be made to the design, operation or use of this project without a permit amendment issued by the District Commission or a jurisdictional opinion from the District Coordinator that a permit is not required. 9. No further subdivision, alteration, and/or development on the tract/tracts of land approved herein shall be permitted without a permit amendment issued by the District Commission or a jurisdictional opinion from the District Coordinator that a permit is not required. 10. Pursuant to 10 V.S.A. § 8005(c), the District Commission may at any time require that the permit holder file an affidavit certifying that the project is in compliance with the terms of this permit. 11. The conditions of this permit and the land uses permitted herein shall run with the land and are binding upon and enforceable against the Permittee and their successors and assigns. Land Use Permit #4C1005-12 Page 3 of 6 12. The Project (Lots 1 C, 1 D, 1 E and 1) is approved for the following maximum impacts: 0 - vehicle parking spaces 0 - gallons per day of water and wastewater; 0 - vehicle trips per day; 0 - AM peak hour vehicle trips; and 0 - PM peak hour vehicle trips; 13. The Permittee shall apply and maintain water and/or other agents approved by the Watershed Management Division in the Project's Erosion Prevention and Control Plan on all roadways or disturbed areas within the project during construction and until pavement and/or vegetation is fully established to control dust. 14. Immediately upon initial roadway clearing, grading or excavation, a stabilized construction entrance must be installed and maintained as shown on Sheets C3.0 and C3.1 (Exhibits #39 and #40) at the intersection of Randall Street and Meadowland Drive. At a minimum, this entrance must be constructed and maintained in 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. 15. There shall be no floor drains installed at the Project without first acquiring the required permit from the ANR Drinking Water and Groundwater Protection Division and/or the Wastewater Management Division. 16. At a minimum, the Permittee shall comply with the Department of Environmental Conservation's Low Risk Site Handbook for Erosion Prevention and Sediment Control (2006). 17. The Permittee shall comply with Exhibits #39 and #40 (Sheets C3.0 and C3.1) 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. 18. All mulch, 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. Topsoil stockpiles shall have the exposed earth completely mulched and have siltation checks around the base. 19. All areas of disturbance must have temporary or permanent stabilization within 14 days of the initial disturbance. After this time, any disturbance in the area must be stabilized at the end of each work day. The following exceptions apply: i) Stabilization is not required if work is to continue in the area within the next 24 hours and there is no precipitation forecast for the next 24 hours. ii) Stabilization is not required if the work is occurring in a self-contained excavation (i.e. no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches). Land Use Permit #4C1005-12 Page 4 of 6 20. 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 15 to April 15, all earth disturbing work shall conform with the "Requirements for Winter Construction" standards and specifications of the Department of Environmental Conservation's Low Risk Site Handbook for Erosion Prevention and Sediment Control (2006). 21. The Commission reserves the right to review erosion prevention and sediment control and to evaluate and impose additional conditions with respect to erosion prevention and sediment control as it deems necessary. 22. Prior to construction of the approved work, the Permittee shall: a) clearly delineate the construction limits with flagging or snowfencing; b) place diversion ditches on the uphill limits of the construction area; and c) place temporary siltation controls on the downhill limits of construction. 23. In addition to conformance with all erosion prevention and sediment control conditions, the Permittee 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 Permittee from compliance with 10 V.S.A. (§§ 1250-1284) Chapter 47, Vermont's Water Pollution Control Law. 24. 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. 25. The Permittee and all assigns and successors in interest shall continually maintain the landscaping as approved in Exhibit #37 (Sheet C1.6) by replacing any dead or diseased plantings within the season or as soon as possible after the ground thaws, whichever is sooner. 26. At the completion of the project, the Permittee shall certify by affidavit from a nursery person or landscape architect that the site improvements have been carried out as described in this permit. 27. The Permittee or its successors shall pay a proportional fair -share monetary contribution towards the preferred transportation mitigation (traffic signal at Meadowland Drive and Hinesburg Road) for the development of any lot. The fair share calculation will be determined by the Commission as a percentage of the cost of improvements (based on the PM peak hour allocation for the proposed project on a lot divided by 443 which is the added capacity that the traffic signal provided at the Meadowland Drive and Hinesburg Road intersection). The fair share cost will be based on'the improvement project the cost of which has been estimated at $200,000. The money shall be paid to the Vermont Agency of Transportation (or municipality) before commencement of construction. 28. The Permittee shall install conduit infrastructure for future vehicle charging stations within any proposed parking garages or outside parking lots. 29. The installation of exterior light fixtures is limited to those approved in Exhibits #37 and #18 (Sheet C1.6 and lighting cut sheets), and shall be mounted no higher than 20 feet Land Use Permit #4C1005-12 Page 5 of 6 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. 30. The Permittee shall not erect exterior signage without prior written approval from the District Coordinator or the Commission, whichever is appropriate under the Act 250 Rules. Signage includes banners, flags, and other advertising displays, excepting temporary real estate marketing signs and temporary Grand Opening signs. 31. At the completion of the road, the Permittee shall certify by affidavit that the Project has been constructed in accordance with this permit pursuant to Act 250 Rule 32(A). 32. 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 before any written contract of sale is entered into. 33. 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 conditions herein. Notwithstanding any other provision herein, this permit shall expire three years from the date of issuance if the Permittee has not commenced construction and made substantial progress toward completion within the three year period in accordance with 10 V.S.A. § 6091(b). 34. All site work and construction of roadways and utilities shall be completed in accordance with the approved plans by October 31, 2018, unless an extension of this date is approved in writing by the Commission. Such requests to extend must be filed prior to the deadline and approval may be granted without public hearing, 35. The Permittee shall file a Certificate of Actual Construction Costs, on forms available from the Natural Resources Board, pursuant to 10 V.S.A. § 6083a(g) within one month after construction has been substantially completed or two years from the date of this permit, whichever shall occur first. Application for extension of time for good cause shown may be made to the District Commission. If actual construction costs exceed the original estimate, a supplemental fee based on actual construction costs must be paid at the time of certification in accordance with the fee schedule in effect at the time of application. Upon request, the Permittee shall provide all documents or other information necessary to substantiate the certification. Pursuant to existing law, failure to file the certification or pay any supplemental fee due constitutes grounds for permit revocation. The certificate of actual construction costs and any supplemental fee (by check payable to the "State of Vermont") shall be mailed to: Natural Resources Board, National Life Records Center Building, National Life Drive, Montpelier, VT 05620-3201; Attention: Certification. 36. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A. § 6027(g). Land Use Permit #4C1005-12 Page 6 of 6 Dated at Essex Junction, Vermont, this day of August, 2015. By As authorized by Thomas A. Little, Chair District #4 Commission Members participating in this decision: Parker Riehle Thomas Getz Any appeal of this decision must be filed with the Superior Court, Environmental Division within 30 days of the date the decision was issued, pursuant to 10 V.S.A. Chapter 220. The Notice of Appeal must comply with the Vermont Rules for Environmental Court Proceedings (VRECP). The appellant must file with the Notice of Appeal the $265 entry fee required by 32 V.S.A. § 1431. The appellant must also serve a copy of the Notice of Appeal on the Natural Resources Board, Dewey Building, National Life Drive, Montpelier, VT 05620-3201, and on other parties in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. Decisions on minor applications may be appealed only if a hearing was held by the district commission. Please note that there are certain limitations on the right to appeal. See 10 V.S.A. § 8504(k). For additional information on filing appeals, see the Court's website at: http://www.vermont6udiciary.org/GTC/environmental/default.aspx or call (802) 828-1660. The Court's mailing address is: Vermont Superior Court, Environmental Division, 32 Cherry Street, 2nd Floor, Suite 303, Burlington, VT 05401 \\anr_essex\files$\nrb\dist4\projects\4c1001-4c1250\4c1005\4c1005-12\4c1005-12 pmt.docx EXHIBIT LIST FOR APPLICATION #4C1005-12 E I DATE E X R N H E I T I C I E B I E R I I I E T V D E D N B 0. Y 001 002 003 004 005 006 007 008 009 010 A 014 " 015 " 016 " 017 " Page 1 A = Applicant T = Town 0 = Opponent RPC = Regional Planning Commission ANR = Agency of Natural Resources VTRANS = Vt. Agency of Transportation DPS = Department of Public Services M = Municipality DHP = Division for Historic Preservation WMD = Wastewater Management Division L = Landowner Nature of Exhibit and Date Entered Cover Letter by David Marshall, Civil Engineering (1/6/14) Meadowland Business Park Resource Summary (1/2/16) Act 250 Application Form Schedule A — Fee Information Schedule E — Adjoiner Information Schedule F — Certificate of Service Schedule G Schedule B — Act 250 Narrative Letter by D. Marshall to J. Wyman, WWMD re WW Permit Application (12/19/14) Letter by D. Marshall to P. Monks, Watershed Management Division re EFA Report (1/2/15) Letter by D. Marshall to H. Carr, Watershed Management Division re Application for Coverage for Moderate Risk Authorization Under GP3-9020 (12/31/14) Map 3-2 All -Hazards Mitigation City of South Burlington Fluvial Erosion Hazard Areas Letter by D. Marshall to Greg Bostock, Drinking Water and Groundwater Protection Division re Request for Public Water Supply Permit to Construct (12/19/14) Map: 100-Yr. Flood Mapping (12/31/14) Open Space Agreement (Unsigned/Undated) Letter by D. Marshall to Paul Conner, S. Burlington Planning and Zoning Director re Request for Ability to Serve Letter (12/22/14) Municipal Impact Questionnaire (Unsigned) W:\NRB\DIST4\PROJECTS\4C1001-4C1250\4C1005\4C1005-12\4C1005-12 exhibit list.docx EXHIBIT LIST FOR APPLICATION #4C1005-12 Page 2 018 1/7/15 A Lighting Cut Sheets 019 Amended and Restated Declaration of Covenants, Conditions and Restrictions Dated December 11, 2003 and Property Description 020 Letter by Vt. Div. for Hist. Pres. re Criterion 8 (7/29/02) 021 Excerpt from Page 13 of Findings of Fact 022 Area Soils Mapping (12/31/14) 023 Easement for Sewer Purposes (Undated) 024 Shared Access Agreement — 66 & 69 Randall Street, South Burlington, Vermont 025 Overall Project Location (12/16/14) 026 Email by John Tymecki, CWD re Ability to Serve (12/24/14) 027 Letter by Paul Conner, South Burlington Planning and Zoning re Ability to Serve (12/22/14) 028 Letter by D. Marshall to Pam Allen, GMPC re Ability to Serve (12/22/14) 029 Letter by D. Marshall to Melissa Rudnick, Fairpoint re Ability to Serve (12/22/14 030 Letter by D. Marshall to Jeremy Cots, Comcast re Ability to Serve (12/22/14) 031 Letter by D. Marshall to Mark Bergeron, Vt. Gas Systems re Ability to Serve (12/22/14) 032 Letter by D. Marshall to Ray Belair, City of South Burlington Admin. Office re Review of Proposed Subdivision (10/27/14) 033 Plan: Overall Site Plan Drw. No. C1.0 (Rev. 12/12/14) 034 Plan: Proposed Site Improvements Plan Drw. No. C1.1 (Rev. 12/12/14) 035 Plan: Proposed Site Grading & Drainage Plan Drw, No. C1.3 (Rev. 12/12/14) 036 Plan: Proposed Site Utility Plan Drw. No. C1.5 (Rev. 12/12/14) 037 Plan: Proposed Landscaping & Lighting Plan Drw. No. C1 6 (Rev. 12/12/14) 038 Plan: Road Profile & Sections Drw. No. C2.0 (Rev. 12/12/14) 039 Plan: Proposed EPSC Plan Drw. No. C3.0 (Rev. 12/12/14) 040 Plan: Erosion Control Details and Specifications Drw. No. C3.1 (Rev. 12/12/14) 041 Plat: Subdivision Plat Sht. P-1 (Rev 01/14/15) 042 Plat: Subdivision Plat Sht. P-2 (12/12/14) W:\NRB\DIST4\PROJECTS\4C1001-4C1250\4C1005\4C1005-12\4C1005-12 exhibit list.docx EXHIBIT LIST FOR APPLICATION #4C1005-12 043 8/5/15 044 " 045 " 046 " 047 " 048 " 049 " 050 051 " 052 053 08/25/15 Page 3 A Letter by D. Marshall re Supplemental Information (8/3/15) Wastewater System and Potable Water Supply Permit WW-4-4378 Issued February 26, 2015 NOI Under Vt. Construction General Permit 3-9020 — Date of Authorization February 17, 2015 Development Pattern Near Project Site (7/22/15) " Municipal Impact Questionnaire " Email by Doug Brent, Chief of Fire and EMS City of South Burlington re Ability to Serve (7/29/15) Ability to Serve Letter by Vt. Gas (1/5/15) Ability to Serve Letter by FairPoint (1/4/15) Ability to Serve Letter by GMPC (1/7/15) School Impact Questionnaire DEC Stormwater Permit #4290.1-INDS 08/18/15 W \NRB\DIST4\PROJECTS\4C1001-4C1250\4C1005\4C1005-12\4C1005-12 exhibit list.docx CERTIFICATE OF SERVICE I hereby certify on this 28`h day of August, 2015, a copy of the foregoing ACT 250 LAND USE PERMIT #4C1005-12 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. Note: any recipient may change its preferred method of receiving notices and other documents by contacting the District Office staff at the mailing address or email below. If you have elected to receive notices and other documents by email, it is your responsibility to notify our office of any email address changes. All email replies should be sent to nrb-act250essex(a)state vt.us Please note you can now fill out and submit the Act 250 survey online at http://permits.vermont.gov/act250-survey instead of printing and mailing the attached pdf version. SBRC Properties, LLC PO Box 2204 South Burlington, VT 05407-2204 tim(a)southburlington realty. com David Marshall, PE Civil Engineering Associates, Inc. 10 Mansfield Lane South Burlington, VT 05403 dmarshal I(cDcea-vt.com Chair, City Council/Chair,.City Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Charlie Baker, Exec. Director Regina Mahony, Senior Planner Chittenden County Regional Planning Commission 110 West Canal Street, Suite 202 Winooski, VT 05404 cba ker(o-)cc rpcvt. org rmahony(a ccrpcvt.orq Elizabeth Lord, Land Use Attorney Agency of Natural Resources National Life Drive, Davis 2 Montpelier, VT 05602 anr.act250(a-)vermont.gov Barry Murphy Vt. Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 barry.murphy(�i_)vermont.gov Craig Keller/John Gruchacz/Jeff Ramsey VTrans Policy, Planning & Research Bureau One National Life Drive, Drawer 33 Montpelier, VT 05633 craig. keller(cDvermont.gov, jell ramseyCc)vermont.gov john.gruchacz(c)vermotn.gov Lauren Masseria, Act 250 Development Coordinator Vt. Agency of Agriculture, Food & Markets 116 State Street, Drawer 20 Montpelier, VT 05620-2901 AGR.ACT250(o)vermont gov Division for Historic Preservation National Life Building, Drawer 20 Montpelier, VT 05620 scott.dilion@vermont.gov 4ames.duggan ,vermont.gov FOR YOUR INFORMATION DISTRICT #4 ENVIRONMENTAL COMMISSION Thomas A. Little, Chair Parker Riehle/Thomas Getz 111 West Street Essex Junction, VT 05452 Dated at Essex Junction, Vermont, this 28"' day of August, 2015. /s/ Barbara J. Cady 879-5614 Barbara. cady(a-fistate. vt. us VV:\NRB\DIST4\PROJECTS\4C1001-4C1250\4C1005\4C1005-12\4C1005-12 cos permit.docx r1 LAW OFFICES COLLINS, MCIVIAHON & HARMS, P.L.L.C. 308 MAIN STREET P.O. BOX 1623 BURLINGTON, VERMONT 05402-1623 JOHN J. COLLINS* KATHLEEN A. McMAHON** MICHAEL J. HARRIS*** OF COUNSEL: TAMARA S. CHASE - (802) 388-8013 * Also admitted in NJ & CA * * Also admitted in NY *** Also admitted in WL August 14, 2015 Raymond Belair - Administrative Officer City of South Burlington 575 Dorset Street S. Burlington, VT 05403 SUSAN ELDERTON, CLOSING COORDINATOR ASHLEY GODIN, REGISTERED LAW CLERK AUDREY ROBINSON, PARALEGAL TELEPHONE: (802) 862-3524 IN VERMONT: (800) 360-3524 FACSIMILE: (802) 862-1794 Re: SBRC Properties, LLC — South Burlington VT, Subdivision Application. Permit No. #SD-14-41 Dear Mr. Belair: On behalf of the applicant, South Burlington Realty Company, LLC ("SBRC"), I provide the original lawyer title certificate for your files. As I noted to David Rugh, the certiciate I sent earlier today had a notation on p. 9, item j, where we were verifying the status of a 1996 discharge permit, which we have done and so updated that reference. Please contact me if you have any questions. Sincerely, t�� /�� Michael J. Harris, Esq. Encl. Cc: w/ encl — by e-mail: David Rugh, Esq. — counsel for City Tim McKenzie, SBRC Properties, LLC David Marshall, CEA Associates, Inc. 1 LAW OFFICES COLLINS, McMAHON & HARRIS, P.L.L.C. JOHN J. COLLINS* KATHLEEN A. McMAHON** MICHAEL J. HARRIS*** OF COUNSEL: TAMARA S. CHASE - (802) 388-8013 Also admitted in NJ & CA ** Also admitted in NY *** Also admitted in WI 308 MAIN STREET P.O. BOX 1623 BURLINGTON, VERMONT 05402-1623 SUSAN ELDERTON, CLOSING COORDINATOR ASHLEY GODIN, REGISTERED LAW CLERK AUDREY ROBINSON, PARALEGAL TELEPHONE: (802) 862-3524 IN VERMONT: (800) 360-3524 FACSIMILE: (802) 862-1794 ATTORNEY'S REPORT AND OPINION ON TITLE RECORD OWNER: SBRC PROPERTIES, LLC PROPERTY ADDRESS: According to the City of South Burlington records, the property address is 284 Meadowland Drive, South Burlington, Vermont. PROPERTY DESCRIPTION: Being all and the same lands and premises conveyed to SBRC Properties, LLC, by Warranty Deed of Munson Earth Moving Corporation dated October 31, 2012, and recorded on November 2, 2012, in Volume 1116 at Page 37 of the City of South Burlington Land Records, and being more particularly described therein as follows: "Being Lot 1 consisting of 39.50 acres, more or less, and Lot 111, consisting of 6.92 acres, more or less, with all improvements thereon and appurtenances thereto, as depicted on a survey entitled: "Subdivision of Lot I from Lot 1, Meadowland Business Park for: Munson Earth Moving Corp., Vt Rte. 116 & Meadowland Drive, City of South Burlington, Vermont," prepared by Civil Engineering Associates, Inc., dated February 23, 2009 and recorded as Map Slide 537 at Page 6 of the City of South Burlington Land Records (the "Plat"). Being all and the same land and premises conveyed to Munson Earth Moving Corporation by Warranty Deed of Summer Ice Joint Venture dated December 11, 2003 and recorded in Volume 651 at Page 152 of the City of South Burlington Land Records, excepting and excluding the lands and premises previously conveyed by Munson Earth Moving Corporation to CEA Properties, LLC by Warranty Deed dated September 6, 2007 and recorded in Volume 795 at Page 421 of the City of South Burlington Land Records. Also included herein are all the remaining permit allocations granted to Munson Earth Moving Corporation by Warranty Deed of Summer Ice Joint Venture dated December 11, 2003 and recorded in Volume 651 at Page 152 of the City of South Burlington Land Records. The Premises are subject to and have the benefit of a [sic] certain easements described in the Warranty Deed of Munson Earth Moving Corporation to CEA Properties, LLC dated September 6, 2007 and recorded in Volume 795 at Page 421 of the City of South Burlington Land Records. The Premises are further subject to and/or have the benefit of: (a) State of Vermont Wastewater System and Potable Water Supply Permit No. WW-4-3256 dated March 19, 2009 and recorded in Volume 855 at Page 292 of the City of South Burlington Land Records; (b) State of Vermont Land Use Permit No. 4C1005-10 dated June 2, 2009 and recorded in Volume 870 at Page 1 of the City of South Burlington Land Records; (c) easements, conditions and matters set forth in the Warranty Deed of Summer Ice Joint Venture dated December 11, 2003 and recorded in Volume 651 at Page 152 of the City of South Burlington Land Records; (d) Amended and Restated Declaration of Covenants, Conditions and Restrictions for Meadowland Business Park dated December 11, 2003 and recorded in Volume 651 at Page 114 of the City of South Burlington Land Records; (e) First Amendment to Amended and Restated Declaration of Covenants, Conditions and Restrictions for Meadowland Business Park dated January 27, 2008 and recorded in Volume 805 at Page 619 of the City of South Burlington Land Records; (f) Recreation Path Easement Deed granted by Munson Earth Moving Corporation to the City of South Burlington dated March 20, 2009 and recorded in Volume 868 at Page 89 of the City of South Burlington Land Records; (g) easements, buffer zones, scenic protection zone and all other matters depicted on the Plat; (h) taxes assessed on the Grand List not delinquent on the date of this Deed, which Grantee herein assumes and agrees to pay as part of the consideration of this Deed subject to such taxes being prorated between Grantor and Grantee on the date this Deed is delivered; (i) provisions of municipal ordinances, public laws and special acts; and 0) all easements and rights of way of record, not meaning to reinstate any claims barred by operation of the Vermont Marketable Record Title Act, 27 V.S.A. § 601 et seq." Reference is hereby made to the above -mentioned instruments, the records thereof and the references therein contained, and their respective records and references, in further aid of this description. The following report on the title of Record Owner to the above -described property is based on an examination of the land records of the City of South Burlington for the period September 12, 2007 through July 12, 2015. For the period prior to and including September 11, 2007, we have relied upon Title Insurance Policy No. MP02479121, effective September 11, 2007, issued by Connecticut Attorneys Title Insurance Company. It is for the sole use of the Record Owner and is not otherwise transferable, and is not for the use or benefit of any other person or entity, nor for use in connection with any transaction other than described above. The undersigned has assumed, without independent verification, the genuineness of all signatures, the due authorization of all recorded documents and instruments affecting record title to the property and the enforceability of all such documents and instruments in accordance with their terms. Based on such examination and the assumption that the records examined are currently and correctly indexed in the general indices, it is our opinion that; except as set forth below, on the effective date of this report the title of the Record Owner is a marketable record title to the property, as defined in 27 V.S.A. §§601-604 et. seq. MUNICIPAL CHARGES: (Unless otherwise indicated, these are based on oral verification by the appropriate municipal officer.) a. Assessed Valuation: Lot 1 is not separately assessed, but is assessed together with Lot 1 B, with a total assessed valuation of $3,150,000.00 b. Taxes for the fiscal period: July 1, 2015 through June 30, 2016, on Lot 1 and Lot 1B total $64,521.45, due in three equal installments of $21,507.15 on August 18, 2015, November 16, 2015 and March 15, 2016. No installment is due yet and none has been paid. PARCEL ID NO. 1155-00284 SPAN NO. 600-188-16881 The property is currently being taxed at the non-residential education tax rate. If the property is the primary residence of record owner as of April I", the record owner is required to file a Declaration of Homestead with the State of Vermont Department of Taxes on or before April 15' PLEASE NOTE: Purchaser should obtain a copy of the current year tax bill from Sellers or the Town Clerk. The Town will not send Purchaser a copy of the tax bill or any additional notices prior to the payment due dates. A penalty of 8% and interest of 1 % per month is automatically charged on any payment received by the Town after the due date. The tax bill will be issued for the next tax year in the name of the Record Owner of the Property as of April I" of each year. If Purchaser did not own the property as of April 1 ", the Town will not send the tax bill to Purchaser and, therefore, Purchaser is responsible for obtaining a copy of the tax bill directly from the Town. PLEASE NOTE: The assessed valuation and the annual taxes as set forth above are based on information provided by the municipality, which information is relied upon and assumed to be accurate. There is no independent investigation or verification made of these values as such an investigation or verification is outside the scope of this Report. C. Delinquent Taxes: None of record. d. Street, Curb and Sidewalk Assessments: None of record. Water Liens: None of record. f. Electricity Liens: None of record. g. Sewer Liens: None of record. h. Fire District, School District or other Municipal Liens: None of record. 2. MORTGAGES: a. None found of record during the period of search covered by this opinion. 3. ATTACHMENTS and LIENS: None of record. 4. EASEMENTS AND RIGHTS OF WAY: a. Easements, rights of way and other matters depicted on and recited in notes on the following plans: (1) Plan entitled, "Subdivision of Lot 1 B from Lot 1, Meadowland Business Park for Munson Earth Moving Corp., Vt Rte. 116 & Meadowland Drive, City of South Burlington, Vermont," prepared by Civil Engineering Associates, Inc., dated February 23, 2009, and recorded on June 8, 2009, at Map Slide 537 on Page 6. Said plan states that it was approved by resolution of the Development Review Board on March 19, 2009, and was signed by the Chairman or Clerk on June 2, 2009. (2) Plan entitled, "Proposed Recreation Path Easement Over Lot 1 - Meadowland Business Park, To Be Conveyed By Munson Earth Moving Corp., Vt Rte. 116 & Meadowland Drive, City of South Burlington, Vermont," prepared by Civil Engineering Associates, Inc., dated August 3, 2007, and recorded on August 14, 2007, at Map Slide 504 on Page 4. (3) Plan entitled, "2-Lot Subdivision of Lot 1, Meadowland Business Park for Munson Earth Moving Corp. & CEA Properties, LLC, Vt Rte. 116 & Meadowland Drive, City of South Burlington, Vermont," Sheet PL-2, prepared by Civil Engineering Associates, Inc., dated August 7, 2007, and recorded on August 14, 2007, at Map Slide 504 on Page 5. Said plan states that it was approved by resolution of the Development Review Board on April 19, 2007, and was signed by the Chairman or Clerk on August 10, 2007. 4 l (4) Plan entitled, "2-Lot Subdivision of Lot 1, Meadowland Business Park for Munson Earth Moving Corp. & CEA Properties, LLC, Vt Rte. 116 & Meadowland Drive, City of South Burlington, Vermont," Sheet PL-1, prepared by Civil Engineering Associates, Inc., dated August 7, 2007, and recorded on August 14, 2007, at Map Slide 504 on Page 6. Said plan states that it was approved by resolution of the Development Review Board on April 19, 2007, and was signed by the Chairman or Clerk on August 7, 2007. (5) Plan entitled, "Meadowland Business Park, Hinesburg Road, So. Burlington, VT., Subdivision Plat," prepared by Trudell Consulting Engineers, Inc., dated April 23, 1996, and recorded on October 22, 1996, in Map Volume 386 at Page 98 (now Map Slide 300). Said plan states that it was approved by resolution of the Development Review Board on July 30, 1996, and was signed by the Chairman or Clerk on October 22, 1996. The Warranty Deed of Summer Ice Joint Ventures to Munson Earth Moving Corporation dated December 11, 2003, and recorded on December 18, 2003, in Volume 651 at Page 152, states that the conveyance is subject to matters depicted on said plan, including without limitation, the "Hinesburg Road North Scenic View Protection Zone," "200' Open Space Buffer," "100' Wide Conservation Zone," "Airport Approach Zone," "200' Conservation Zone and Drainage Easement," and access over future roads depicted on the plan until such time as they are accepted by the City of South Burlington as public roads. (6) Plan entitled, "Plat of Land of Semicon Components, Inc.," prepared by Trudell Consulting Engineers, Inc., dated December 9, 1981, last revised August 29, 1986, and recorded in Map Volume 200 at Page 71. b. Recreation and Path Easement Deed of Munson Earth Moving Corporation to the City of South Burlington dated March 20, 2009, and recorded on June 8, 2009, in Volume 868 at Page 89, granting an easement over a 20-foot wide and 1,023.38 foot long strip of land, to be used by the public as a recreational and bicycle pathway, subject to the condition that no motorized traffic, including, but not limited to motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the City, or its agents, for the purpose of maintaining or patrolling the pathway. A temporary construction easement was also granted. C. Recreation and Path Easement Deed of Munson Earth Moving Corporation to the City of South Burlington dated August 7, 2007, and recorded on August 12, 2007, in Volume 792 at Page 366, granting an easement over a 20-foot wide and 229.57 foot long strip of land, to be used by the public as a recreational and bicycle pathway, subject to the condition that no motorized traffic, including, but not limited to motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the City, or its agents, for the purpose 5 of maintaining or patrolling the pathway. A temporary construction easement was also granted. d. Easement Deed of Burlington Properties Limited Partnership to predecessor in title Summer Ice Joint Venture dated December 8, 2003, and recorded on December 18, 2003, in Volume 651 at Page 140, for an easement over a 12-foot wide strip of land for the purpose of constructing, installing, repairing, maintaining, restoring and/or replacing a 12-foot wide gravel road (see plan recorded in Map Volume 200 at Page 71). The property is subject to the following easements and rights of way over Lot 1 for the benefit of Lot IA, granted by Warranty Deed of Munson Earth Moving Corporation to CEA Properties, LLC, dated September 6, 2007, and recorded on September 11, 2007, in Volume 795 at Page 421: (1) An easement for a sewer Iine along a westerly boundary of Lot 1, its northerly part being 20 feet in width and its southerly part being 7.5 feet in width; (2) An easement for the drainage of storm water from Lot I across a northerly portion of Lot 1 to an existing drainage ditch on the southerly sideline of Meadowland Drive; (3) A 20-foot wide temporary construction easement for access to Lot I during the construction of improvements on Lot IA. If not sooner terminated, the Temporary Construction Easement shall expire seven (7) years from the date of this Warranty Deed (September 6, 2014). f. The property is benefitted by the following rights and easements reserved for the benefit of Lot 1 in the Warranty Deed of Munson Earth Moving Corporation to CEA Properties, LLC, dated September 6, 2007, and recorded on September 1'l, 2007, in Volume 795 at Page 421: (1) A 20-foot wide easement -in -common over Lot 1 A, for emergency access to and from Lot 1 (2) An easement for the extension of a waterline to be constructed on Lot I to Lot 1. g. Twenty -foot (20') wide perpetual easements and right of ways for the construction and maintenance of a recreational pathway for public use, granted by predecessor in title Summer Ice Joint Venture to the City of South Burlington by Recreation Path Easement Deed dated October 23, 1996, and recorded in Volume 401 at Page 347. h. A ten -foot (10') wide utility easement in favor of Green Mountain Power Corporation and New England Telephone and Telegraph Company granted by Easement Deed dated October 4, 2002, and recorded in Volume 572 at Page 620. C. An easement for energy pipelines in favor of Vermont Gas Systems, Inc., by Deed of Easement for Pipelines dated October 30, 2002, and recorded in Volume 577 at Page 87. 5. PROTECTIVE COVENANTS; OTHER RESTRICTIONS OF RECORD: a. Amended and Restated Declaration of Covenants, Conditions and Restrictions for Meadowland Business Park dated December 11, 2003, and recorded on December 18, in Volume 651 at Page 114 (which superseded and replaced in its entirety a previous Declaration of Covenants, Conditions and Restrictions for Meadowland Business Park recorded on February 27, 2003, in Volume 597 at Page 459). b. First Amendment to Amended and Restated Declaration of Covenants, Conditions and Restrictions for Meadowland Business Park dated January 27, 2008, and recorded on January 29, 2008, in Volume 805 at Page 619. Partial Assignment of Mortgage and Agreement Re: Rights as Co -Holders of Mortgage between Munson Earth Moving Corporation and O'Brien Meadowlands, LLC, dated August 18, 2006, and recorded on August 18, 206, in Volume 758 at Page 464. We note that the Mortgage subject to this Agreement has been discharged. We'further note that attached to the Partial Assignment of Mortgage and Agreement and recorded in Volume 758 at Page 465, is a copy of an Agreement between Earth Moving Corporation and Summer lace Joint Venture dated December 11, 2003, which is marked as Exhibit 1, which states that the owners of Lot 1 and Lot 2 shall have no obligation to bear any expense for the Traffic Study, Traffic Signal or Traffic Escrow Account, and that Summer Ice Joint Venture shall pay on behalf of the owners of Lot 1 and Lot 2 any amounts due from them to the Association and/or the Traffic Escrow Account under the Declaration related to the Traffic Signal or Traffic Study. . d. The Warranty Deed of Summer Ice Joint Ventures to Munson Earth Moving Corporation dated December 11, 2003, and recorded on December 18, 2003, in Volume 651 at Page 152, conveyed Lot 1, then consisting of 49.50 acres. Included with the conveyance was the following permit allocations, which were a portion of the maximum impacts granted to Summer Ice Joint Venture by Land Use Permit 4C1005 dated May 14, 1998 and recorded in Volume 428 at Page 355, as amended: (i) 852 vehicle parking spaces; (ii) 22,898 gallons per day of water; (iii) 23,654 gallons per day of wastewater (including filtration); (iv) 3,163 vehicle trips per day; (v) 387 AM peak hour vehicle trips; and (vi) 314 PM peak hour vehicle trips. Said deed states that grantee Munson Earth Moving Corporation reserved the right, without the consent of the grantor, to convey the permit allocations to other lot owners within Meadowland Business Park. 7 7 The Warranty Deed of Munson Earth Moving Corporation to CEA Properties, LLC, dated September 6, 2007, and recorded on September 11, 2007, in Volume 795 at Page 421, conveyed the following permit allocations, which were a portion of the impacts conveyed to Munson Earth Moving Corporation by Warranty Deed of Summer Ice Joint Ventures to Munson Earth Moving Corporation dated December 11, 2003, and recorded on December 18, 2003, in Volume 651 at Page 152 (which deed conveyed Lot 1): (i) 80 vehicle parking spaces; (ii) 1,013 gallons per day of water; (iii) 1,128 gallons per day of wastewater (including infiltration); (iv) 299 vehicle trips per day; (v) 42 AM peak hour vehicle trips; and (vi) 41 PM peak hour vehicle trips. The Warranty Deed of Munson Earth Moving Corporation to SBRC Properties, LLC, dated October 31, 2012, and recorded on November 2, 2012, in Volume 1116 at Page 37, which conveyed Lot 1 and Lot 1B, conveyed all of the remaining permit allocations granted to Munson Earth Moving Corporation by Warranty Deed of Summer Ice Joint Ventures to Munson Earth Moving Corporation dated December 11, 2003, and recorded on December 18, 2003, in Volume 651 at Page 152, 6. LEASE LAND RENT: No indication of lease land during the time period covered by this search. STATE PERMITS OF RECORD: a. State of Vermont Land Use Permit #4C1005 dated May 14, 1998 and recorded in Volume 428 at Page 355, as amended from time to time, including without limitation, Land Use Permit #4C1005-2 dated January 8, 2003, and recorded in Volume 589 at Page 36; Land Use Permit #4C1005-3 dated December 4, 2002, and recorded in Volume 582 at Page 302; Land Use Permit #4C1005-A dated April 17, 2003 and recorded in Volume 608 at Page 216; Land Use Permit #4C 1005-B dated July 22, 2003 and recorded in Volume 628 at Page 236; Land Use Permit #4C1005-8 dated August 8, 2007, on file at the District #4 Environmental Commission b. Land Use Permit Amendment #4C1005-10 dated June 2, 2009, and recorded in Volume 870 at Page 1, for subdivision of Lot 1 into two lots with construction of a 15,000 sf single story office building and associated infrastructure on Lot 1 B (6.92 acres). This is Phase I of a two phase plan. Construction of the second building on Lot 1B or any building on Lot 1 (39.5 acres) is not authorized until a permit amendment is issued for those purposes. C. Land Use Permit Amendment No. 4C1005-10A dated November 9, 2012, and recorded in Volume 1119 at Page 165, for extension of the construction completion date to October 30, 2015. d. State Subdivision Permit No. EC-4-2004 dated November 6, 1996 and recorded in Volume 401 at Page 536. 8 8 e. Wastewater System and Potable Water Supply Permit No. WW-4-2638 dated August 10, 2006, and recorded in Volume 758 at Page 457, for construction of a 50,000 sf commercial building with a maximum of 70 employees on Lot 2, served by municipal water and wastewater services previously approved by Permit #EC-4- 2004, located at 472 Meadowland Drive. . f. Wastewater System and Potable Water Supply Permit No. WW-4-2836 dated June 18, 2007, and recorded in Volume 787 at Page 314, for construction of three buildings to include Phase I for a 7,200 sf office building with 25 employees, and Phase II for two 7,200 sf buildings, each with 25 employees on Lot IA, being 3.055 acres, served by municipal water and wastewater services. g. Wastewater System and Potable Water Supply Permit No. WW-4-3256 dated March 19, 2009, and recorded in Volume 855 at Page 292, for creating Lot 1 B as a 6.63 acre lot for construction of one 15,000 sf office building with 53 employees, and one 33,600 sf office building with 118 employees, served by municipal water and wastewater services. h. Wastewater System and Potable Water Supply Permit No. WW-4-4378 dated February 26, 2015 and recorded in Volume 1256 at Page 183, for construction of water and sewer infrastructure for future commercial development located on 284 Meadowland Drive. i. Wastewater System and Potable Water Supply Permit No. WW-4-4378-1 dated April 15, 2015, and recorded in Volume 1264 at Page 51, for construction of two office buildings on Lot 1 C: Building 1 being 18,500 sf with 70 employees, and Building 2 being 12,000 sf with 42 employees, construction of water service lines and wastewater collection system, located on 66 Randall Street. State Discharge Permit No. 1-1269 dated December 30, 1996 expired, but has been granted coverage under Title III. k. State Air Pollution Control Permit No. AP-90-052 dated August 19, 1991, as amended from time to time, including without limitation, Amended Air Pollution Control Permit No. AP-90-052A dated February 4, 1994; Amended Air Pollution Control Permit No. AP-90-052B dated July 1, 1996; and Amended Air Pollution Control Permit No. AP-90-052C dated October 22, 2001. State Conditional Use Determination No. 2001-398 dated October 1, 2002 and recorded in Volume 596 at Page 258. g. State Public Water System Permit to Construct No. E-0629 dated November 12, 1996 and re -issued on August 6, 2001. h. State Public Water System Permit to Construct dated July 31, 2006, Project #C-847- 06.0, WSID #5091, recorded on August 18, 2006, in Volume 758 at Page 453. 9 9 h. Terms and conditions of Army Corps of Engineers Permit No. 200102616 (replacing Permit No. 199603166) dated October 21, 2002 re: authorization to proceed under State General Permit No. GP-58. i. Terms and conditions of State Agency of Natural Resources Water Quality Division Findings of Fact and Order No. OR-5-0004 dated November 1, 2002. Terms and conditions set forth in State of Vermont, Agency of Transportation, Permit Approval No. 27192, issued to Summer Ice Joint Venture on October 16, 2002. PLEASE NOTE: As of July 1, 2007, Vermont has adopted universal jurisdiction over sewage disposal and water supply. Properties with wastewater systems and potable water supplies that have been exempt from State regulations may now be required to obtain a permit for activities such as construction of new buildings, including single family residences, construction or modification of a wastewater system and/or potable water supply, new connections to an existing wastewater system and/or potable water supply, subdivision of land, and repair or replacement of a failed wastewater system and/or potable water supply. This certificate does not include any determination with respect to the applicability of or compliance with any statute or regulation concerning water resources and pollution, land planning, subdivision, land development or health regulations, and zoning. The undersigned makes no certification as to compliance with applicable state and/or local permits but reports that no violations are recorded in the land records. 8. OBJECTIONS TO TITLE; REMARKS: a. Plan entitled, "Subdivision of Lot I from Lot 1, Meadowland Business Park for Munson Earth Moving Corp., Vt Rte. 116 & Meadowland Drive, City of South Burlington, Vermont," prepared by Civil Engineering Associates, Inc., dated February 23, 2009, and recorded on June 8, 2009, at Map Slide 537 on Page 6. Said plan states that it was approved by resolution of the Development Review Board on March 19, 2009, and was signed by the Chairman or Clerk on June 2, 2009. b. Plan entitled, "Proposed Recreation Path Easement Over Lot 1 - Meadowland Business Park, To Be Conveyed By Munson Earth Moving Corp., Vt Rte. 116 & Meadowland Drive, City of South Burlington, Vermont," prepared by Civil Engineering Associates, Inc., dated August 3, 2007, and recorded on August 14, 2007, at Map Slide 504 on Page 4. 10 10 Plan entitled, "2-Lot Subdivision of Lot 1, Meadowland Business Park for Munson Earth Moving Corp. & CEA Properties, LLC, Vt Rte. 116 & Meadowland Drive, City of South Burlington, Vermont," Sheet PL-2, prepared by Civil Engineering Associates, Inc., dated August 7, 2007, and recorded on August 14, 2007, at Map Slide 504 on Page 5. Said plan states that it was approved by resolution of the Development Review Board on April 19, 2007, and was signed by the Chairman or Clerk on August 10, 2007. d. Plan entitled, "2-Lot Subdivision of Lot 1, Meadowland Business Park for Munson Earth Moving Corp. & CEA Properties, LLC, Vt Rte. 116 & Meadowland Drive, City of South Burlington, Vermont," Sheet PL-1, prepared by Civil Engineering Associates, Inc., dated August 7, 2007, and recorded on August 14, 2007, at Map Slide 504 on Page 6. Said plan states that it was approved by resolution of the Development Review Board on April 19, 2007, and was signed by the Chairman or Clerk on August 7, 2007. Plan entitled, "Meadowland Business Park, Hinesburg Road, So. Burlington, VT., Subdivision Plat," prepared by Trudell Consulting Engineers, Inc., dated April 23, 1996, and recorded on October 22, 1996, in Map Volume 386 at Page 98 (now Map Slide 300). Said plan states that it was approved by resolution of the Development Review Board on July 30, 1996, and was signed by the Chairman or Clerk on October 22, 1996. f. Plan entitled, "Plat of Land of Semicon Components, Inc.," prepared by Trudell Consulting Engineers, Inc., dated December 9, 1981, last revised August 29, 1986, and recorded in Map Volume 200 at Page 71. g. Terms and conditions of the following municipal permits and approvals for the Property issued by the City of South Burlington Planning Commission, Development Review Board and Department of Planning and Zoning: permits and approvals dated October 8, 1991; September 14, 1993; January 17, 1995; September 10, 1996; October 8, 1996; September 7, 1999; May 7, 2002; September 30, 2002; October 15, 2002; November 5, 2002; April 19 2007; and August 14, 2007. h. City of South Burlington Findings of Fact and Decision for Miscellaneous Application #MS-06-02 dated March 8, 2006, for approval of temporarily altering the existing grade by placing approximately 40,000 cubic yards of fill on the property at 284 Meadowland Drive. i. City of South Burlington Findings of Fact and Decision for Miscellaneous Application #MS-07-12, dated December 11, 2007, for extending the expiration date for removal of approximately 40,000 cubic yards of fill on the property beyond the October 15, 2007 expiration date. The extended approval shall expire on December 11, 2009, at which time the site shall be returned to its original grade. City of South Burlington Findings of Fact and Decision for Miscellaneous Application #MS-08-09, dated September 16, 2008, for extending the expiration date for removal of approximately 40,000 cubic yards of fill on the property beyond the October 15, 2007 expiration date. The approval shall expire on December 11, 2009, at which time the site shall be returned to its original grade. Zoning Permit No. 08- 390 was issued on October 23, 2008, for removal of 40,000 cubic yards of fill. k. City of South Burlington Findings of Fact and Decision for Miscellaneous Application 4MS-14-09, dated November 6, 2014, for an "after -the -fact" approval to leave in place 70,000 cubic yards of fill which was to be removed by December 11, 2009. City of South Burlington Zoning Bylaw Statement and Certification dated November 12, 2014, certifying that there are no known or pending zoning enforcement actions commenced by the City of South Burlington against SBRC Properties, LLC, or any ongoing investigation related to said property owner or the property located at 284 Meadowland Road [Drive]. M. City of South Burlington Findings of Fact and Decision for Preliminary and Final Plat Application #SD14-42 dated March 6, 2015, for a planned unit development to construct two general office buildings of 18,500 sf and 12,000 sf at 284 Meadowland Drive, subject to certain conditions. n. The following were recorded in connection with the Warranty Deed of Summer Ice Joint Venture to Munson Earth Moving Corporation dated December 11, 2003 and recorded in Volume 651 at Page 152: (1) Tradename Registration for Summer Ice Joint Venture dated October 1, 2003, and recorded on December 18, 2003, in Volume 651 at Page 143. (2) Consent of Grand View Farms, Inc. (which held a 60% interest in Summer Ice Joint Venture) dated December 10, 2003, and recorded on December 18, 2003, in Volume 651 at Page 145, consenting to the conveyance of Lots 1 and 2. (3) Consent of Northeast Territories, Inc. (which held a 40% interest in Summer Ice Joint Venture) dated December 10, 2003, and recorded on December 18, 2003, in Volume 651 at Page 147, consenting to the conveyance of Lots 1 and 2. (4) Unanimous Consent of Members of Summer Ice Joint Venture dated , 2003, and recorded on December 18, 2003, in Volume 651 at Page 149, authorizing the sale of Lots 1 and 2 to Munson Earth Moving Corporation. Notice: This Report on record title is based solely on examination of the land records and inquiry with respect to real estate taxes of the municipality in which the property is located. Vermont law requires that municipal officers maintain land records and 12 12 tax records in such a way that they may be examined and relied upon with reasonable certainty. There may be facts which are not disclosed in the land record and tax records which may adversely affect the marketability of title of the property and/or your right to use the property for a particular purpose. Such facts may be disclosed by information in zoning and planning files for the municipality; in files of the Vermont Agency of Natural Resources; in records of other municipalities in the area; in court records; or by conditions which are apparent, or perhaps even hidden, on the property. Those issues are beyond the scope of this report. PLEASE NOTE: The undersigned has no information regarding alterations or additions to the Property after initial construction thereof and, therefore, no opinion is made and no certification made with respect to whether alterations and/or additions made after the date of initial construction required separate or additional State or municipal permits or approvals. THE UNDERSIGNED ASSUMES NO RESPONSIBILITY FOR UNINDEXED OR MISINDEXED DOCUMENTS. THIS CERTIFICATE DOES NOT INCLUDE ANY DETERMINATION OF OR COMPLIANCE WITH ANY STATUTE OR REGULATION CONCERNING WATER RESOURCES, POLLUTION, LAND PLANNING, SUBDIVISION, LAND DEVELOPMENT, HEALTH REGULATIONS AND/OR ZONING. PURCHASER SHOULD CONTACT THE APPROPRIATE TAXING AUTHORITY TO OBTAIN A DUPLICATE OF THE TAX BILL. THE ORIGINAL TAX BILL WILL BE FORWARDED TO THAT PERSON WHO OWNED THE PROPERTY AS OF APRIL 1 ST. FAILURE TO RECEIVE A COPY OF THIS BILL MAY RESULT IN PURCHASER INADVERTENTLY FAILING TO PAY TAXES ON TIME, WHICH MAY RESULT IN PENALTY AND INTEREST CHARGES. ALL TAX INFORMATION IS BASED ON ORAL REPRESENTATIONS FROM THE TAXING AUTHORITY. NO INDEPENDENT INVESTIGATION OF THE MUNICIPAL RECORDS HAS BEEN MADE TO VERIFY THESE REPRESENTATIONS. THE UNDERSIGNED SHALL NOT BE RESPONSIBLE FOR INCORRECT REPRESENTATIONS FROM THE TAXING AUTHORITY. MORTGAGE(S) LISTED IN PARAGRAPH 2 MUST BE DISCHARGED, TAXES PRORATED TO DATE OF CLOSING, AND FINAL READINGS OF ALL UTILITIES MUST BE TAKEN. NOTE: No certification is made as to the existence of any liens for Federal Estate or Gift Taxes, or for the existence of any lien for transfer taxes under Title 32 Section 6543 V.S.A. or for the existence of any lien for taxes due the State of Vermont under Title 32 § 10006 V.S.A., or for the existence of any lien pursuant to Title 18 § 1220 V.S.A., for which record notice is not required. In addition, no certification is made 13 13 as to any matter not of record or as to any other matters not properly indexed or recorded in the Land Records of the Town or City in which the property is located. 9. EXCEPTIONS - This report does not cover and is subject to: ` a. Rights or claims of parties in possession not shown of record; b. Mechanics' or Materialmen's Liens or attachments or other encumbrances not indexed, not properly indexed or not of record; C. All applicable statutes, ordinances, and regulations of governmental bodies including use, zoning and building restrictions, imposed by them except as included in paragraph 7 above; d. Any facts which would be disclosed by a physical survey or inspection of the premises. This report makes no certification as to the location of the boundaries or acreage of the property; e. Except where indicated, Probate, Bankruptcy and other Court records, and records of birth, death, marriage and divorce; f. Transfer or conveyances challenged and/or subsequently voided as being fraudulent or preferential under applicable bankruptcy or State laws; g. Special assessments or liens, if any, not shown of record and federal and state taxes or liens against any parties in the chain of title not shown of record; h. Notice of regulation of underground liquid storage tanks pursuant to Title 10 V.S.A. Chapter 59; i. Any records not properly indexed, recorded or filed in the town clerk's office; j. The possibility that persons signing instruments lacked the legal capacity to do so and, if they signed on behalf of another person, they were not duly authorized to do so; k. The status of lease land rental payments except as specifically discussed herein; 1. Liens and title deficiencies resulting from the subdivision or improvement of land without lawful authority which liens or title deficiencies are not disclosed by the records that were searched in preparing this Report. No search of town records of other towns within the appropriate Environmental District was conducted to determine whether a State Land Use (Act 250) and/or other State Wastewater (Act 249) permit(s) is/are required; in. Liens arising through unpaid taxes and assessments, if any, now or hereafter assessed (none of which are currently delinquent); n. The possibility that the records searched in this Report are inaccurate and that they are not currently and/or incorrectly indexed in the appropriate indices. Any untrue, inaccurate or misleading statements contained or referred to in any recorded documents or public records; o. Any right of claim, including but not limited to any right of possession or claim for damages relating to land, which has or may be asserted of record or not, by or on behalf of any Indian or Indian tribe; P. The undersigned does not make any representation or certification as to whether or not the above -described land and premises constitute "wet lands" as may be protected or regulated by Title 10 Vermont Statutes Annotated. No determination is made as to the location of the property in a flood zone; 14 14 q. Any facts which render the above property subject to Act 250 jurisdiction under the Supreme Court ruling in In Re: Eastland, Inc. 151 Vt. 497 (1989); r. Federal and state environmental cleanup or "superfund" liens against any of the parties in the chain of title not shown of record. No certification is made as to compliance or noncompliance with lead paint abatement, removal, disclosure or other statutes; S. This report does not address the feasibility of any contemplated or prospective use. Applicable statutes, ordinances and regulations of governmental entities, including but not limited to, environmental, land use, zoning, subdivision, state and/or federal wetlands regulations, as well as other building and use restrictions may significantly limit or prevent certain use of the property; t. Rights of way, water, pipeline and riparian rights, utility and other easements not recorded in the land records of the town in which the property is located, or which may exist in fact upon the property; U. No certification is made as to compliance with the terms and conditions of protective covenants. This report refers to and applies only so far back as 40 years, and is effective down to the 13" day of August, 2015, at 8:00 a.m. � I 1 Attorney(s) at Law U Michael J. Harris, Esq. Collins, McMahon & Harris, P.L.L.C. P.O. Box 1623 Burlington, VT 05402-1623 RASBRC properties LLC.284 meadowland drive.lots 1 and 1B.south burlington.opn.wpd 15 15 10 Mansfield View Lane South Burlington, VT 05403 August 4, 2015 Mr. Ray Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: South Burlington Realty Corporation SD-14-41 Proposed 4-Lot subdivision of Lot 1 — Meadowland Business Park Conditions of Approval Summary Dear Mr. Belair: In support of the applicant's efforts to secure the City's final approvals to enable this project to move forward, we have inserted the Conditions of Approval and have inserted the applicant's response to each in bold font in support of The Planning & Zoning Office review. 1. All previous approvals and stipulations, which are not superseded by this approval, shall remain in effect. Acknowledged. 2. This project shall be completed as shown on the plans submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. Acknowledged. 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 the final plat plans. a. The landscaping plans shall be amended to incorporate the City Arborist's recommendations dated 1/27 /15 and the Public Works Department's recommendations dated 2/4/15 (inserted below). Four Lot Subdivision Lott Meadowlands Business Pk South Burlington Realty Corp. 1/27/15 • Should specify a cultivar of Freeman Maple, recommend either Sienna Glen or Celebration (Autumn Blaze is becoming overused) This has been revised to Celebration (see site landscaping plan, Sheet C1.6). • Relocate trees on north side of Randall St. towards the street as they are almost directly on top of the water line. The water main has been moved to avoid the trees (see attached Sheet C1.5 — Site Utility Plan). Mr. Ray Belair Page 2 of 4 August 4, 2015 • Need to include Tree Planting Details and Specifications. We have developed the supporting details and specs in the attached Sheet L1.0. • Should specify what the tree protection measures called for on sheet C3.0 are The tree protection detail has been added to Sheet C4.1 The Public Works Department's recommendations dated 2/4/15 do not include any items related to landscaping. The plans shall be revised to include the street name as approved by the Planning Commission. Acknowledged (The Randall Street name was approved at the PC meeting on July 28, 2015). c. The plans shall be revised to indicate that there shall be on -street parking only one (1) side of the street. This is depicted on the revised Sheet C1.1. 4. The Board grants a waiver of the road width requirement from 32 ft. to 26 ft. in width. Acknowledged. 5. The applicant shall provide the Administrative Officer record drawings, per the requirements of Section 12.03F of the Land Development Regulations prior to the issuance of a Certificate of Occupancy. Acknowledged. 6. Any stormwater permit required from the Vermont Department of Environmental Conservation (DEC} Stormwater Division shall be provided to the Administrative Officer prior to the issuance of the first zoning permit. Attached is the Construction Stormwater Moderate Risk Authorization 4290-9020.4 issued by the State. The Operational Stormwater Authorization will be issued On August 18, 2015 at the earliest and will be forwarded at that time. 7. The applicant shall be responsible to regularly maintain all stormwater treatment and conveyance structures on -site. Acknowledged. 8. Pursuant to Section 12.03 (F} 1 of the Land Development Regulations, the applicant shall submit record drawings showing pipe invert elevations, drainage structure rim elevation, pipe material, final grading, etc. prior to acceptance of the streets as City streets. Acknowledged. 9. Prior to recording the final plat plans, the applicant shall submit to the Administrative Officer a final set of project plans as approved in digital (PDF) format. We will provide a CD which includes all of the updated project plans in PDF format. 10. Prior to recording the final plat plans, all appropriate legal documents including easements (e.g. irrevocable offer of dedication and warranty deed for the proposed public Mr. Ray Belair Page 3 of 4 August 4, 2015 road, Open Space Agreement, Pedestrian Path Easement and utility, sewer, drainage, and water, etc.) shall be submitted to the City Attorney for approval and recorded in the South Burlington Land Records. This is currently in process. 11. Prior to permit issuance for construction of the street, the applicant shall post a landscaping bond in the amount of $10,290. This 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. Acknowledged. 12. Prior to start of construction of the improvements described in condition #10 above, the applicant shall post a bond which covers the cost of said improvements, the amount of which must be approved by the City Engineer. We will need to prepare a final estimate of the costs for the road to be reviewed by Justin Rabidoux. 13. Pursuant to Section 15.17 of the Land Development Regulations, the applicant shall submit a Certificate of Title showing the ownership of all property and easements to be dedicated or acquired by the City to be approved by the City Attorney prior to recording the final plat plan. 14. Street trees must be in place along the street prior to adding the final layer of the pavement. Acknowledged. 15. The applicant shall install "No Parking this Side of Street" signs on one (1) side of the street. Acknowledged. This improvement sis depicted on Sheet C1.1. 16. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. Acknowledged. 17. The mylars shall be recorded prior to any zoning permit issuance. Acknowledged. 18. In accordance with Section 15.14(E) (2) of the Land Development Regulations, within 14 days of the completion of the required improvements, the developer shall submit to the City Engineer "as -built" construction drawings certified by a licensed engineer. Acknowledged. 19. All street lights shall be LED type. Acknowledged. The proposed lighting shown on Sheet C1.6 is an LED luminaire. 20. 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 should meet the standards set forth in Section 16.04 of the South Burlington Land Mr. Ray Belair Page 4 of 4 August 4, 2015 Development Regulations. The South Burlington Stormwater Superintendent may visit the site as construction progresses to ensure compliance with this criterion. Acknowledged. 21. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications should be underground. Acknowledged and the project has been designed accordingly. 22. The mylar shall be recorded prior to any zoning permit issuance. Acknowledged. 23. Any changes to the final plat plans shall require approval of the South Burlington Development Review Board. Acknowledged. 24. The final plat plan (survey plat) shall be recorded in the land records within 180 days or this approval is null and void (August 17th, 2015). The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the South Burlington GIS Coordinator. Attached. This completes our summary of the status of each one of the conditions of approval. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, David S. Marshall, P.E. Principal Engineer Enclosures: (3 sets of Full Size Plans) Sheet C1.1— Site Improvements Plan; Sheet C1.5 — Site Utility Plan; Sheet C1.6 — Landscaping; Sheet C4.1— Utility Details; 1-1.0 — Planting Details Specifications Construction Stormwater Moderate Risk Authorization 4290-9020.4 CD of Project Plans Final Plat Plan Mylars P-1 and P-2 Cc: Tim McKenzie; CEA File 14183.00 (no enclosures) P:\AutoCADD Projects\2014\14183\3-Permitting\1-Local Applications\4 - Final Submittal\Conditions and Status Letter.doc Notice of Authorization .e = _ .VERMONT Under Vermont Construction General Permit 3-9020 For Moderate Risk Projects Project Name: Randall Street Subdivision and Blackrock Office Complex- Meadowland Business Park Permittee Name: BlackRock Construction, LLC, and SBRC Properties, LLC rivvinvivrvirrviHL uuwarnvmiwiv Notice of Intent Number: 4290-9020.4 Date of Authorization: February 17, 2015 Expiration Date: February 17, 2017 The project listed above has received authorization under General Permit 3-9020 to discharge stormwater from the following construction activities: Construction of Randall Street (450 ft) and supporting utilities and the Blackrock Construction office complex on Lot 1C. This authorization includes the following requirements: Implementation of the authorized site -specific Erosion Prevention and Sediment Control Plan as prepared by: Civil Engineering Associates, Inc. (Sheet C1.0 "Existing Conditions Plan" dated Dec. 2014; Sheet C1.1 "Proposed Overall EPSC Plan" dated Dec. 2014; Sheet C1.11 "Proposed EPSC Plan- Phase 0" dated Dec. 2014; Sheet C1.12A "Proposed EPSC Plan - Phase 1" dated Dec. 2014; Sheet C1.12B "Proposed EPSC Plan- Phase 1" dated Dec, 2014; Sheet C1.13 "Proposed EPSC Plan- Phase 2" dated Dec. 2014; Sheet C1.14 "Proposed EPSC Plan -Phase 3" dated Dec. 2014; Sheet C1.15 "Proposed EPSC Plan- Phase 4" dated Dec. 2014; Sheet C2.0 "Erosion Control Narrative" dated Dec. 2014; Sheet C2.1 "Erosion Control Details" dated Dec. 2014; Sheet C2.2 "Erosion Control Details" dated Dec. 2014; Sheet C2.3 "Erosion Control Details" dated Dec. 2014; Sheet C3.0 "Drainage Details" dated Dec. 2014; Sheet C3.1 "Proposed EPSC Plan" dated Nov. 2014, revised 2/13/15; Sheet SWO "Proposed Overall Stormwater Treatment Plan" dated Dec. 2014; Sheet SW 1 "Proposed Site Stormwater Treatment Plan" dated Dec. 2014, last revised 12/19/14;). 2. All areas of disturbance must have temporary or final stabilization within 7 days of the initial disturbance. After this time, any disturbance in the area must be stabilized at the end of each work day. The following exceptions apply: a. Stabilization is not required if work is to continue in the area within the next 24 hours and there is no precipitation forecast for the next 24 hours. b. Stabilization is not required if the work is occurring in a self-contained excavation (i.e. no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches). 3. No more than 5 acres of land may be disturbed at any one time. 4. All Discharges of Stormwater must pass through at least 50 ft of vegetated buffer before reaching receiving waters. 5. No disturbance shall occur within 50 ft upslope of any stream or river, or 100 ft of any lake or pond (except disturbance for the installation of Stormwater treatment facilities or road Stream crossing with no reasonable alternative location). 6. Inspections shall be conducted at least once every seven (7) calendar days and within twenty- four (24) hours of the end of a storm event resulting in discharge of stormwater from the construction site. 7. If there is a discharge of visibly discolored stormwater from the construction site or from the construction site to waters of the State, the permittee shall take immediate corrective action. See Reverse for Posting Requirements 8. If there is a discharge of visibly discolored stormwater from the construction site to waters of the State, the permittee shall notify DEC by submitting a report within 72 hours of the discharge. 9. The On -site Plan Coordinator shall have a copy of the approved EPSC Plan and all amendments available at a central location on -site for the use of all those identified as having responsibilities under this authorization whenever they are on the construction site. If an on - site location is unavailable to store the EPSC Plan when no personnel are present, notice of the EPSC plan's location shall be posted near the main entrance at the construction site. To request information on this authorization or to report compliance concerns please contact: Vermont DEC, Watershed Management Division 1 National Life Drive, Main 2 Montpelier, VT 05620-3522 802-828-1535 Permittee Directions for Posting: This Notice of Authorization shall be placed near the construction entrance at a location visible to the public. If displaying it near the main entrance is infeasible, the notice shall be posted in a local public building such as a town hall or public library. For linear projects, the notice shall be posted at a publicly accessible location near the active part of the construction project (e.g. a public road crossing). . `= XERMONT Vermont Department of Environmental Conservation Agency of Nahtral Resources Watershed Management Division Main Building, Second Floor One National Life Drive [phone] 802-828-1535 Montpelier, Vermont o5620-3522 [fax] 802-828-1544 Dear Permittee: The Notice of Intent for the discharge of stormwater runoff from Moderate Risk Construction Activity under Construction General Permit (CGP) 3-9020 (Amended 2008) has been authorized. Enclosed are four documents that will assist you in maintaining compliance with this authorization. In addition, a link to the Stormwater Management Program's website has been provided where additional information is available, including but not limited to the On -Site Plan Coordinator Manual, which is also described under Item #5 below. 1. Authorized Notice of Intent (NOI) The authorized NOI for moderate risk projects valid for 5 years. However, please be advised that Construction General Permit 3-9020 expired February 5, 2013 and will be replaced by a new general permit. As a continuing discharge you will need to comply with any new general permit. This may require that you submit a new NOI prior to the expiration of your existing authorization. The requirements for projects such as yours will be contained in the new General Permit when it is issued. If the project is completed or is sold before that time, you may terminate the authorization by submitting a Notice of Termination, subject to Subpart 7.4 of CGP 3-9020. 2. Notice of Authorization (NOA) for Posting The enclosed Notice of Authorization, which details the authorization and conditions you selected in completion of Appendix A of CGP 3-9020, must be posted in a location visible to the public in accordance with Subpart 4.5.0 of CGP 3- 9020. In accordance with Subpart 5.1 of the CGP 3-9020, the project risk score must be re-evaluated prior to any major changes to the approved Erosion Prevention Sediment Control plan. 3. Vermont EPSC Field Guide The Vermont Erosion Prevention and Sediment Control Field Guide was developed to assist contractors in the proper installation and maintenance of Best Management Practices. A copy of this document is available on our website at the following link: http://www.vtwaterquality.org/stortnwater/htm/sw_cgp.htm 4. Turbidity Monitoring Guidance The 2008 amendment to the Construction General Permit requires the On -Site Plan Coordinator to monitor discharges from Moderate Risk construction sites for turbidity. This document explains these requirements and provides guidance on proper sampling techniques. A copy of this document is available on our website at the following link: http://www.vtwateEguality.org/storinwater/htm/sw cgp.htm 5. On -Site Plan Coordinator Manual This manual provides a summary of the inspection and record -keeping requirements for your project, a copy of the permit, as well as all forms that might be needed throughout the project. This manual can be provided to the On -Site Plan Coordinator to ensure compliance with the authorization under the Construction General Permit 3-9020 and related inspection, monitoring, and record -keeping requirements. Records must be available for review by DEC representatives during site inspections. Included in the manual is the Notice of Addition for use by all landowners and persons who meet the definition of a Principal Operator (as per Subparts 2.1 B, 3.1 B of CGP 3-9020) and who were not included on the original NOI must submit a Notice of Addition Form. A copy of this document is available on our website at the following link: http://www.vtwaterquality.org/stormwater/htm/sw cgp.htm To preserve, enhance, restore, and conserve Vennonts natural resources, and protect human health,for the benefit ofthis and future generations. If you have any questions pertaining to this authorization, please contact the Stormwater Management Program's Environmental Analyst assigned to your district, or by email at anr.wsmdstormwater eneral ,state.vt.us. Additional Stormwater Management Program contact information and stormwater permitting information is available at www. vtwaterqual ity. org. Stormwater Management Program Cc. Co-Permittee/Application Preparer/Designer (if applicable) Received January 5, 2014 AKC Notice of Intent (NOI) for Stormwater Discharges Associated with Construction Activity on Moderate Risk Sites Under Vermont Construction General Permit 3-9020 For Department Use Only NOI Number: 4290-9020.4 VERMONT ENVIRONMENTAL CONSERVATION Submission of this completed Notice of Intent (NOI) constitutes notice that the entity in Section A intends to be authorized to discharge pollutants to waters of the State, from the project identified in Section E, under Vermont's Construction General Permit (CGP). Submission of this NOI also constitutes notice that the party identified in Section A of this form has read, understands and meets the eligibility conditions of the CGP; has determined that the project qualifies for coverage as a Moderate Risk project in conformance with Appendix A of the CGP; agrees to comply with all applicable terms and conditions of the CGP; understands that continued authorization under the CGP is contingent on maintaining eligibility for coverage; and, that the applicable practices within the authorized Erosion Prevention and Sediment Control Plans must be implemented and maintained for the duration of construction activities. In order to be granted coverage, all information required on this form must be provided and an application fee of $360 payable to the State of Vermont must be submitted. A. Landowner Information 1 a. Name: SBRC Properties, LLC 1 b. Contact (if applicable): Tim McKenzie 2. Mailing Address a. Street/P.O. Box: PO Box 2204 b. City/Town: South Burlington c. State: VT d. Zip: 05407-2294 3. Contact Information a. Phone: 863-9039 b. Fax: 865-9125 c. Email: tim@southburlingtonrealty.com B. Principal Operator Information (ifknown) 1. Name: BlackRock Construction, LLC 2. Mailing Address a. Street/P.O. Box: 302 Mountain View Drive, Suite 300 b. City/Town: Colchester c. State: VT d. Zip: 05446 3. Contact Information a. Phone: (802) 488-3462 b. Fax: (802) 654-8505 c. Email: ben@blackrockus.com C. On -Site Plan Coordinator Information (if known) 1.Name: TBD 2. Mailing Address: a. Street/P.O. Box: b. City/Town: c. State: d. Zip: 3. Contact Information a. Phone: b. Fax: c. Email: D. EPSC Plan Preparer Information 1.Name: David S. Marshall, P.E., Civil Engineering Associates, Inc. 2. Mailing Address a. Street/PO Box: 10 Mansfield View Lane b. City/Town: South Burlington c. State: VT d. Zip: 05403 3. Contact Information a. Phone: 802-864-2323 b. Fax: 864-2271 c. Email: dmarshall@cea-vt.com See Filing Directions for Moderate Risk Projects Page 1 of 4 Form revised September 2014 D. Project Information 1. Project Name: Randall Street Subdivision and BlackRock Office Complex 2a. Is this project part of a Common Plan of Development? ■❑ Yes ❑ No 2b, If Yes, Name of Development: Meadowland Business Park 3a. Does this project have any previously issued or pending stormwater discharge permits? ■❑ Yes ❑ No 3b. If Yes, Prior NOI Number(s): 1-1269 plus N01 for this project„ Number to be assigned. 4. Location Address a. Street: 66 Randall Street and 284 Meadowland Drive b. City/Town: South Burlington c. Latitude: 44 0 26 , 25 ,. d. Longitude: 73 o 9 1$ ,, e. County. Chittenden :) Use DEC's Waterbody Identification (W BID) ArcGIS webpage (click here) to answer questions 5 and 6 below. 5. Name of receiving water(s)2: Potash Brook 6. Include a topographic location map. 7. Project Type: ❑ Residential a Commercial ❑ Industrial ❑ Other: 8. Total Area of Disturbance: 6.9 acres 9. Description of construction activities to be permitted (below): Construction of Randall Street (450 ft) and supporting utilities and the BlackRock Construction Office Complex on Lot 1 C. E. Public Notice Requirement You must provide a copy of this complete NOI and related Appendix A to the municipal clerk for posting in the municipality in which the project is located. If the project and the related discharge(s) are located in different municipalities, then the completed NOI must be filed with the municipal clerk in each municipality. The municipal clerk must post the completed NOI. In order to be considered complete, you must Include the date oft2ostina. Date of Posting at Municipal Office(s): i _- - 5. - t4 F. Certification Relating to the Accuracy of the Information Submitted I hereby certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I also certify that the Erosion Prevention and Sediment Control Plan authorized with this Notice of Intent will be implemented and maintained in accordance with Construction General Permit 3-9020 (amended 2008). Landowner Name: SPRC Properties, LLC (Tim McKenzie) Title: Member Date: Signature: �r�' " 1f Ti Principal Operator: BlackRock •ins ., LLC ( da ergenrother) Title: Manager (if known) Signature: Date: EPSC Plan Preparers avid arshall, P.E. Title: Principal Engineer (if applicable) j Signature: i .`_�.�=------ --��- � Date: "Common Plan of Development" is defined within the CGP 3-9020, Appendix C — Definitions, page A-12 s 'Waters of the State" (i.e receiving water) is defined within the CGP 3-9020, Appendix C — Definitions, page A-16 2of4 For Department Use Only VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION AUTHORIZATION TO DISCHARGE A determination has been made that the proposed construction activities qualify for coverage under General Permit 3-9020 (amended 2008) as a Moderate Risk project. Subject to the conditions of General Permit 3-9020 (amended 2008) the applicant is hereby authorized to discharge stormwater runoff from a construction site as described in this Notice of Intent Number 4290 -9020. 4 Dated this 17th day of FPhrllary , 20 15 David K. Mears, Commissioner Department of Environmental Conservation A Padraic Monks, Program Manager Stormwater Program Page 3 of 4 PUBLIC COMMENT Public comments concerning this Notice of Intent to discharge under CGP 3-9020 (amended 2008) are invited and must be submitted within 10 days of receipt of this Notice by the Municipal Clerk. Comments should address how the application complies or does not comply with the terms and conditions of CGP 3-9020 (amended 2008). A letter of interest should be filed by those persons who elect not to file comments but who wish to be notified if the comment period is extended or reopened for any reason. All written comments received within the time frame described above will be considered by the Department of Environmental Conservation in its final ruling to grant or deny authorization to discharge under CGP 3-9020 (amended 2008). Send written comments to: Vermont Department of Environmental Conservation Watershed Management Division, Stormwater Program 1 National Life Drive, Main 2 Montpelier, VT 05620-3522 Please cite the NOI number in any correspondence. APPEALS Renewable Energy Projects — Right to Appeal to Public Service Board If this decision relates to a renewable energy plant for which a certificate of public good is required under 30 V.S.A. §248, any appeal of this decision must be filed with the Vermont Public Service Board pursuant to 10 V.S.A. §8506. This section does not apply to a facility that is subject to 10 V.S.A. §1004 (dams before the Federal Energy Regulatory Commission), 10 V.S.A. §1006 (certification of hydroelectric projects) or 10 V.S.A. Chapter 43 (dams). Any appeal under this section must be filed with the clerk of the Public Service Board within 30 days of the date of this decision. For further information, see the Public Service Board website at http://psb.vermont.gov or call (802) 828-2358. The address for the Public Service Board is 112 State Street Montpelier, Vermont 05620-2701. All Other Projects — Right to Appeal to Environmental Court Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the applicant or any permit involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available online at www.vermontjudiciary.org or call (802) 951-1740. The address for the Environmental Court is 32 Cherry Street, 2"d Floor Suite 303, Burlington, Vermont 05401. A copy of CGP 3-9020 (amended 2008) may be obtained by calling (802) 338-4835; by visiting the Department at the above address between the hours of 7:45 am and 4:30 pm; or by download from the Watershed Management Division's Web site at: www.vtwaterquality.org. INFORMATION FOR MUNICIPAL CLERK 10 V.S.A. Chapter 47 §1263(b) provides for the public notice of an applicant's intent to discharge stormwater runoff associated with construction activity. Please post this notice and instruction sheet in a conspicuous place for 10 days from the date received. If you have any questions, contact the Watershed Management Division of the Department of Environmental Conservation at (802)490-6104. Submit this form and the $360 fee to: Vermont Department of Environmental Conservation Watershed Management Division, Stormwater Program 1 National Life Drive, Main 2 Montpelier, VT 05620-3522 Page 4 of 4 Civil Engineering Associates, Inc. 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 LETTER OF TRANSMITTAL Date: �`.l �T �.• 1 so l �� To: 1� �, CZ pal T�L.� 1'Z-• Project(s): 45 r6V c. Mt4f:&%v— 11 G.1 G Description: Message: 4 ---t)o G (4'et� A-v�f 4u":> Copies To: ray From: Craig Lambert Sent: Thursday, August 06, 2015 11:43 AM To: ray Subject: RE: BlackRock Subdivision Ray, My concerns have been adequately addressed Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(�Dsburl.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 its immediately by return email. Thank you for your cooperation. From: ray Sent: Wednesday, August 05, 2015 2:39 PM To: Craig Lambert <clambert@sburl.com> Subject: BlackRock Subdivision Craig, Would you please review the attached plans to see that they include the recommendations from your 1/27/15 comments. Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainabilitV.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. ray From: Dave Wheeler Sent: Wednesday, August 12, 2015 3:14 PM To: ray Cc: Tom Dipietro Subject: FW: Randall Street Subdivision (Meadowland Business Park) Response to Review Comments Ray, I reviewed the plans for the "4 Lot Subdivision of Lot 1, Meadowland Business Park" project that were prepared by Civil Engineering Associates, Inc., dated November, 2014 with no revision date. I would like to offer the following comments: The DRB should include a condition that the City will not take over ownership of Randall Street until the adjacent drainage swale is in a stabilized condition, as approved by the Stormwater Superintendent. The applicant should be required to provide an access point to the additional fill location shown on sheet C3.1 via Meadowland Drive and a stabilized construction entrance. 3. The Phasing Plans should indicate that the stormwater pond be constructed prior to commencing with removing topsoil for the construction of Building #1. 4. The DRB should include a condition requiring the applicant to maintain all stormwater treatment and conveyance infrastructure. 5. The DRB should include a condition requiring the applicant to provide record drawings per the requirements of section 12.03F. Thank you for the opportunity to comment, Dave 7 " Da-cid R Vv1eeleer Assistant Storm; ater Superintendent 0Department of ?ub�• 'Works 1 {.5.6't - O:f lklutll } urlmgton (02) 6J $-79-51 Ext. 113 Notice - Under Vermont's public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared fix 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 its immediately by return email. Thank you for your cooperation. From: Tom Dipietro Sent: Monday, August 03, 2015 9:48 AM To: Dave Wheeler <dwheeler@sburl.com> Subject: FW: Randall Street Subdivision (Meadowland Business Park) Response to Review Comments Dave, Please take a look at the information below when you have a moment. I've downloaded the files and saved them here: Y:\Stormwater\Projects\Meadowlands Randall Street -Tom 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 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, July 31, 2015 5:24 PM To: Tom Dipietro <tdipietro@sburl.com> Subject: Randall Street Subdivision (Meadowland Business Park) Response to Review Comments ShareFile Attachments Title Size 0 - DiPietro Cover Letter.pdf 2.6 MB 1 - 4290-9020.4_NOA.pdf 78.5 KB 1A - 4290-9020.4.pdf 1.4 MB 2 - EC_RMX_BROchure.pdf 1.9 MB 3 - HydroCAD Report.pdf 171.3 KB 4 - C1_5 Utility.pdf 483.1 KB 4 - Stormwater Infrastructure. pdf 649 KB 5 - sw_EPSC_plan_summary_form-4.2011-fillable.pdf.pdf 1.5 MB 6 - C3_1 EPSC.pdf 465.3 KB 7 - Phasing Plans.pdf 5.2 MB 8 - C32 EPSC Details R 7-31-15.pdf 418.7 KB �n Dave Marshall uses ShareFile to share documents secure) Learn More. s is � Y Tom - Attached you will find the digital version of the hard copy that will be delivered to your office on Monday. Hope you enjoyed the weekend! 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 2 CJ�l��l� I/!! E G.IIE'EikIING A��so & 10 Mansfield View Lane South Burlington, VT 05403 August 13, 2015 Mr. Ray Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mailC&cea-vt.com Re: South Burlington Realty Corporation SD-14-41 Proposed 4-Lot subdivision of Lot 1 — Meadowland Business Park Conditions of Approval Summary - Update Dear Mr. Belair: In support of the applicant's efforts to secure the City's final approvals to enable this project to move forward, we have inserted the Conditions of Approval and have inserted the applicant's response to each in bold font in support of The Planning & Zoning Office review. 1. All previous approvals and stipulations, which are not superseded by this approval, shall remain in effect. Acknowledged. 2. This project shall be completed as shown on the plans submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. Acknowledged. 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 the final plat plans. a. The landscaping plans shall be amended to incorporate the City Arborist's recommendations dated 1/27 /15 and the Public Works Department's recommendations dated 2/4/15 (inserted below). Four Lot Subdivision Lotl Meadowlands Business Pk South Burlington Realty Corp. 1/27/15 • Should specify a cultivar of Freeman Maple, recommend either Sienna Glen or Celebration (Autumn Blaze is becoming overused) This has been revised to Celebration (see site landscaping plan, Sheet C1.6). • Relocate trees on north side of Randall St. towards the street as they are almost directly on top of the water line. The water main has been moved to avoid the trees (see attached Sheet C1.5 — Site Utility Plan). Mr. Ray Belair Page 2 of 5 August 13, 2015 • Need to include Tree Planting Details and Specifications. We have developed the supporting details and specs in the attached Sheet L1.0. • Should specify what the tree protection measures called for on sheet C3.0 are The tree protection detail has been added to Sheet C4.1 We understand that Craig Lambert has provided his acceptance of these updates to you. The Public Works Department's recommendations dated 2/4/15 do not include any items related to landscaping but the following items have been addressed from the correspondence received from Justin Rabidoux. 1. All pavement markings along Randall Street are to be Permanent Marking Tape, Type 1, VTrans spec 708.12(a). This has bene added to Sheet C4.0 on Detail 11. 2. The pavement thickness• shall he changed to have 2 12" of type H base course. This has been corrected on Sheet C4.0 detail #5 3. The City will not accept ownership of Randall Street until such time as it is fully developed and loops back into Meadowland Drive. As designed now it is merely an extended driveway to the buildings. Acknowledged. Please see attached correspondence with the Stormwater Utility representatives concerning their comments on the stormwater facilities and ultimate sign -off. b. The plans shall be revised to include the street name as approved by the Planning Commission. Acknowledged (The Randall Street name was approved at the PC meeting on July 28, 2015). The plans shall be revised to indicate that there shall be on -street parking only one (1) side of the street. This is depicted on the revised Sheet C1.1. 4. The Board grants a waiver of the road width requirement from 32 ft. to 26 ft. in width. Acknowledged. 5. The applicant shall provide the Administrative Officer record drawings, per the requirements of Section 12.03F of the Land Development Regulations prior to the issuance of a Certificate of Occupancy. Acknowledged. 6. Any stormwater permit required from the Vermont Department of Environmental Conservation (DEC} Stormwater Division shall be provided to the Administrative Officer prior to the issuance of the first zoning permit. Attached is the Construction Stormwater Moderate Risk Authorization 4290-9020.4 issued by the State. The Operational Mr. Ray Belair Page 3 of 5 August 13, 2015 Stormwater Authorization will be issued On August 18, 2015 at the earliest and will be forwarded at that time. 7. The applicant shall be responsible to regularly maintain all stormwater treatment and conveyance structures on -site. Acknowledged. 8. Pursuant to Section 12.03 (F} 1 of the Land Development Regulations, the applicant shall submit record drawings showing pipe invert elevations, drainage structure rim elevation, pipe material, final grading, etc. prior to acceptance of the streets as City streets. Acknowledged. 9. Prior to recording the final plat plans, the applicant shall submit to the Administrative Officer a final set of project plans as approved in digital (PDF} format. We have attached an updated CD which includes all of the updated project plans in PDF format. 10. Prior to recording the final plat plans, all appropriate legal documents including easements (e.g. irrevocable offer of dedication and warranty deed for the proposed public road, Open Space Agreement, Pedestrian Path Easement and utility, sewer, drainage, and water, etc.) shall be submitted to the City Attorney for approval and recorded in the South Burlington Land Records. This is currently nearing final completion. 11. Prior to permit issuance for construction of the street, the applicant shall post a landscaping bond in the amount of $10,290. This 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. Acknowledged. 12. Prior to start of construction of the improvements described in condition #10 above, the applicant shall post a bond which covers the cost of said improvements, the amount of which must be approved by the City Engineer. We will need to prepare a final estimate of the costs for the road to be reviewed by Justin Rabidoux. 13. Pursuant to Section 15.17 of the Land Development Regulations, the applicant shall submit a Certificate of Title showing the ownership of all property and easements to be dedicated or acquired by the City to be approved by the City Attorney prior to recording the final plat plan. This is currently underway with an expected submittal on Friday August 14, 2015. 14. Street trees must be in place along the street prior to adding the final layer of the pavement. Acknowledged. 15. The applicant shall install "No Parking this Side of Street" signs on one (1) side of the street. Acknowledged. This improvement sis depicted on Sheet C1.1. Mr. Ray Belair Page 4 of 5 August 13, 2015 16. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. Acknowledged. 17. The mylars shall be recorded prior to any zoning permit issuance. Acknowledged. 18. In accordance with Section 15.14(E) (2) of the Land Development Regulations, within 14 days of the completion of the required improvements, the developer shall submit to the City Engineer "as -built" construction drawings certified by a licensed engineer. Acknowledged. 19. All street lights shall be LED type. Acknowledged. The proposed lighting shown on Sheet C1.6 is an LED luminaire. 20. 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 should meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The South Burlington Stormwater Superintendent may visit the site as construction progresses to ensure compliance with this criterion. Acknowledged. 21. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications should be underground. Acknowledged and the project has been designed accordingly. 22. The mylar shall be recorded prior to any zoning permit issuance. Acknowledged. 23. Any changes to the final plat plans shall require approval of the South Burlington Development Review Board. Acknowledged. 24. The final plat plan (survey plat) shall be recorded in the land records within 180 days or this approval is null and void (August 17th, 2015). The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the South Burlington GIS Coordinator. This has been sent via e-mail to you for ease of distribution. Mr. Ray Belair Page 5 of 5 August 13, 2015 This completes our summary of the status of each one of the conditions of approval. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, David S. Marshall, P.E. Principal Engineer Enclosures: (3 Sets of Full Size Plan Sets) Specific revisions have been made to the following sheets: Sheet C1.1— Site Improvements Plan; Sheet C1.5 — Site Utility Plan; Sheet C1.6 — Landscaping; Sheet C3.1— EPSC Site Plan; Sheet C4.0 — Site Details; Sheet C4.1 — Utility Details; 1-1.0 — Planting Details Specifications Construction Stormwater Moderate Risk Authorization 4290-9020.4 (previously delivered) Updated CD of Project Plans Final Plat Plan Mylars P-1 and P-2 (to be delivered under separate cover) Dipietro & Wheeler Correspondence Cc: Tim McKenzie; CEA File 14183.00 (no enclosures) P:\AutoCADD Projects\2014\14183\3-Permitting\1-Local Applications\4 - Final Submittal\Conditions and Status Letter.doc C I V I EP I�IHEE:RIINIG A�01 J0 l�\f��, UNIC, 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: maiWeea-vt.com July 31, 2015 Mr. Tom Dipietro, Deputy Director Department of Public Works 104 Landfill Road South Burlington, VT 05403 Re: South Burlington Realty Corp. — Randall Street Subdivision 284 Meadowland Drive Dear Tom: We have received your comments concerning the proposed Randall Street improvements associated with the South Burlington Realty Corp.'s proposed 4-Lot subdivision of Lot tat the Meadowland Business Park. We offer the following responses to your request for supplemental information. 1. This project is located in the Potash Brook watershed. This watershed is listed as stormwater impaired by the State of Vermont Department of Environmental Conservation (DEC). a. The project area appears to be covered under an existing State of Vermont stormwater permit (1-1269). The applicant should confirm that the project complies with the requirements of this existing permit. Yes, the project does comply with the requirements set forth in the existing permit in that overall lot coverage for Lot 1 shall be less than 50%. Assuming future Lot coverage of 50% on lots 1C, ID and 1E as well as the coverage from Randall Street will put Lot 1 at 8%. The applicant has submitted an INDS application for all of the impervious areas for the Meadowland Business Park (including Randall Street). This application is currently on the 30-day public notice. Construction cannot commence until this is issued (because this project also falls under the jurisdiction of Act 250 which requires the issuance of the Operational Stormwater Permit prior to issuance of the Land use Permit. b. The project will likely disturb greater than 1 acre of land and will therefore require a stormwater construction permit from the Vermont DEC Stormwater Division. The applicant should acquire this permit before starting construction. This permit has been issued and is jointly shared with BlackRock Construction's new Office Building to be located on Lot 1C. A copy of the Moderate Authorization is attached. Mr. Tom Dipietro Page 2 of 4 July 31, 2015 Conveyance of runoff adjacent to the proposed Randal Street is via drainage swales. Portions of this roadway have an 8% grade. Please provide information to show that this drainage swale can accommodate the runoff flowing to it under full build out conditions; will water velocities in the swale be such that it will be difficult/impossible to maintain a vegetated swale without experiencing regular erosion issues. a. The State of Vermont promulgated 2013 Road and Bridge Standards and these have adopted by the City. These standards indicate that ditches greater than or equal to 5% should be stone lined. Alternatively, stone check dams can be installed. The applicant is proposing to use North American Green C250 erosion control matting in these locations. Please provide more information on this product (Tensar appears to have purchased North American Green and I could not easily find a product specification for the C250 model number. It may have changed). Yes, this product is now available only through Tensar Corporation. n our efforts to accommodate the stormwater community that looks for more vegetative surfaces instead of hard surfaces, we began use of this in 2011 to provide the temporary and permanent reinforcement of vegetated swales to overcome the shear stresses associated with higher velocity high capacity conveyance swales. We have attached the brochure for this product. We have been able to confirm that the key to the performance of this product is the creation of a non -irregular surface and use in soils with moderate to high cohesiveness soils. As the Director has indicated that the City will not take over ownership of this roadway until it is further extended to create a loop road with Meadowland Drive, there will be ample time to observe its performance and would propose a condition that the swale be in a stabilized condition before any takeover any the City. If, in the event of incorrect installation there is a failure, the exposures are low to Potash Brook receiving waters as flows from this swale is directed to Pond #1 on Lot #1 which is turn discharges to the large detention Pond #2 before then discharging to the unnamed north -south tributary. 3. Drainage from the site is proposed to reach tributary 9 of Potash Brook via a roadside swale. Water is then conveyed under Meadowland Drive via an 18" culvert. Per section 15.13.1' of the LDRs, the applicant must provide information sufficient to determine the effects of the project on drainage structures located downstream of the project during the 25 year, 24 hour storm event. This analysis should be done assuming full build out conditions. We have attached a HydroCad report which indicates that the existing 18" cross culvert under Meadowland Drive has ample capacity to pass the 25-year 4.0 inch design storm event (design flow 10.7 CFS, Inv = 354.4, HW = 357.7, Flood elevation = 360.5). Mr. Tom Dipietro Page 3 of 4 July 31, 2015 4. Provide more details on the "temporary sediment trap" indicated at the upstream end of the culvert beneath Meadowland Drive on sheet C1.5. Erosion should be prevented and sediment trapped on site prior to reaching the stream. Sheet C1.5 is the Utility Plan (attached for reference). It does depict the existing 18" culvert under Meadowland Drive which conveys flows from areas generally upgradient of Randall Street. The Blackrock Construction Project (Lot 1C Office Building) proposes to utilize its stormwater pond as a temporary sediment basin. This in turn discharges to the 18" culvert under Meadowland Drive which in turn flows overland until it reaches the agriculturally relocated unnamed tributary of Potash Brook. The inverted outlet of the stormwater pond with not be initially installed during its use as a temporary sediment basin in favor of a floating skimmer. This will further reduce the potential for sediment entering the receiving waters. The sediment basin has been sized to provide the volumetric storage capacity outlined in the State Erosion Control manual (10,800 CF required, 16,500 CF provided (see attached State EPSC Plan Summary Form). The applicant is proposing to access the additional fill location shown on sheet C3.1 via an "existing culvert and stream crossing" on the property. What measures are being taken to avoid impacts to the stream at this location and along the proposed haul road? I am concerned the potential for sediment transport to Potash brook along this road and at this location. a. Has the applicant considered avoiding impacts in this location by accessing the proposed additional storage area via Meadowland Drive and a stabilized construction entrance? I should have noted on the plans that this is an historical culvert that was previously used to forde this stream for the nearby Lot 1B earthwork project and it is required to be re -used for this transfer of materials for this project. In addition to including limits of disturbance taping and the preclusion of the use of the road during wet periods, we have also added this notation to the attached Sheet C3.1. The current Act 250 permit for Lot 16 requires that the culvert be removed and the stream restored following the completion of the earthwork for that project. 6. It is recommended that silt fence be placed 10' from the toe of slope (see Vermont Low Risk site handbook section 4). Will this be possible on this project? If so, please update the temporary stockpile detail on sheet C3.2 to indicate this. We have revised the detail on Sheet C3.2 accordingly. 7. Is there a phasing plan in place? At what point will it be necessary to utilize the additional stockpile area on sheet C3.1? We have attached the phasing plans approved by the State. Is it feasible to utilize and stabilize the stockpile area shown on sheet C3.0 prior to disturbing additional area for the same purpose? Yes, it is the intent that the Mr. Tom Dipietro Page 4 of 4 July 31, 2015 initial movement of movement be placed on the most local placement sites. The cut volume required to comply with the Subdivision Roadway standards requires more cut than what can practically be placed on the abutting parcels. 8. The City, VTrans, and nearby private property owners experienced flooding near the southwest corner of Lot 1 (near Hinesburg Road) during recent large storm events. Water was unable to flow to the east or northeast through the subject property. What opportunities exist that could improve this condition? Could simple maintenance of existing drainages result in significant improvement? In the Fall of 2014, South Burlington Realty Corp retained Munson Earthmoving to clean -out the Hinesburg Road ditches located outside of the Hinesburg Road Rights -of -way. 9. The DRB should consider including a condition that requires all stormwater treatment and conveyance infrastructure be properly maintained. Acknowledged. This completes our summary of the responses for each area of interest. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, David S. Marshall, P.E. Principal Engineer Enclosures Moderate Risk Authorization Tensar Corp Brochure for SC250 RECM HydroCad Report Sheet C1.5 — Utility Plan State EPSC Plan Summary Form Sheet C3.1— EPSC plan EPSC Phasing Plans Sheet C3.2 — EPSC Detail Sheet Cc: T. Mckenzie (no enclosures) , CEA File 14183.00 P:\AutoCADD Projects\2014\14183\3-Permitting\1-Local Applications\4 - Final Submittal\DiPietro Cover Letter.doc David Marshall From: Dave Wheeler <dwheeler@sburl.com> Sent: Thursday, August 13, 2015 7:20 AM To: dmarshall@cea-vt.com Cc: ray Subject: RE: Randall Street Subdivision (Meadowland Business Park) Response to Review Comments Yes, that is acceptable. Thank you, Dave David P.'Niieeler KC. —4 :assistant Storm�iater Superintendent P.10' Department of Public Works . City of South Burlington (80?) 6_5 3-7961 Ext. 113 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: Wednesday, August 12, 2015 5:42 PM To: ray <ray@sburl.com>; Dave Wheeler <dwheeler@sburl.com> Subject: RE: Randall Street Subdivision (Meadowland Business Park) Response to Review Comments Dave - We will be making the recommended revisions to the plan set as outlined below. Sheet 1.1 We will add a note that states that "The City will not take over ownership of Randall Street until the adjacent drainage Swale is in a stabilized condition, as approved by the Stormwater Superintendent". This is shown on PDF C1.1 rev 8-12-15 Sheet C3.1 We will add a note indicating that "the applicant should be required to provide an access point to the additional fill location shown on sheet C3.1 via Meadowland Drive and a stabilized construction entrance". A note has been added to PDF Sheet C3.1 to this effect. The Phasing Plans should indicate that the stormwater pond be constructed prior to commencing with removing topsoil for the construction of Building #1. The phasing plans which were shared to tom and yourself were developed after the City DRB's Final Plat review. These were prepared in support of the State CGP 9020 Permitting process where both the construction of Randall Street and the Lot 1C office building were considered as one project. This note would be better placed on the EPSC plan for the BlackRock Lot 1C Office Plan set (SD-14-42) rather than to introduce the 7 page phasing plan into this plan set. 4. The DRB should include a condition requiring the applicant to maintain all stormwater treatment and conveyance infrastructure. This is already a condition of approval of SD-14-41 as #7: 7. The applicant shall be responsible to regularly maintain all stormwater treatment and conveyance structures on -site 5. The DRB should include a condition requiring the applicant to provide record drawings per the requirements of section 12.03F. This is already a condition of approval of SD-14-41 as #5: 5.. The applicant shall provide the Administrative Officer record drawings, per the requirements of Section 12.03Fof the Land Development Regulations prior to the issuance of a Certificate of Occupancy. It would be great if you could please advise if these are acceptable. Best Regards! 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: rayI,, Sent: Wednesday, August 12, 2015 3:43 PM To: -shall@, Subject: FW: Randall Street Subdivision (Meadowland Business Park) Response to Review Comments Dave, See comments below. 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 fir 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. /f you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Dave Wheeler Sent: Wednesday, August 12, 2015 3:14 PM To: ray <i ay@sburl.com> Cc: Tom Dipietro <+ ' ro @sbw > Subject: FW: Randall Street Subdivision (Meadowland Business Park) Response to Review Comments Ray, I reviewed the plans for the 'A Lot Subdivision of Lot 1, Meadowland Business Park" project that were prepared by Civil Engineering Associates, Inc., dated November, 2014 with no revision date. I would like to offer the following comments: The DRB should include a condition that the City will not take over ownership of Randall Street until the adjacent drainage swale is in a stabilized condition, as approved by the Stormwater Superintendent. The applicant should be required to provide an access point to the additional fill location shown on sheet C3.1 via Meadowland Drive and a stabilized construction entrance. 3. The Phasing Plans should indicate that the stormwater pond be constructed prior to commencing with removing topsoil for the construction of Building #1. 4. The DRB should include a condition requiring the applicant to maintain all stormwater treatment and conveyance infrastructure. 5. The DRB should include a condition requiring the applicant to provide record drawings per the requirements of section 12.03F. Thank you for the opportunity to comment, Dave David P. wheeler — ,►°A Assistant Stormwater Superintendent Department of Public Works City- of South Burlington (802) 658-7961 Est. 113 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: Tom Dipietro Sent: Monday, August 03, 2015 9:48 AM To: Dave Wheeler <dwheeler sburl.com> Subject: FW: Randall Street Subdivision (Meadowland Business Park) Response to Review Comments Dave, Please take a look at the information below when you have a moment. I've downloaded the files and saved them here: Y:\Stormwater\Projects\Meadowlands Randall Street -Tom 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 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.corn] Sent: Friday, July 31, 2015 5:24 PM To: Tom Dipietro <td ietro(sbur1.com> Subject: Randall Street Subdivision (Meadowland Business Park) Response to Review Comments ShareFile Attachments Title 0 - DiPietro Cover Letter.pdf Size 2.6 MB 1 - 4290-9020.4_NOA.pdf 1 A - 4290-9020.4. pdf 2 - EC_RMX_BROchure.pdf 3 - HydroCAD Report.pdf 4 - C1_5 Utility.pdf 4 - Stormwater Infrastructure. pdf 5 - sw_EPSC_plan_summary_form-4.2011-fillable.pdf.pdf 6 - C3_1 EPSC.pdf 7 - Phasing Plans.pdf 8 - C3_2 EPSC Details R 7-31-15.pdf Tom - 78.5 KB 1.4 MB 1.9 MB 171.3 KB 483.1 KB 649 KB 1.5 MB 465.3 KB 5.2 MB 418.7 KB Dave Marshall uses ShareFile to share documents securely. Learn More Attached you will find the digital version of the hard copy that will be delivered to your office on Monday. Hope you enjoyed the weekend! Thanks David S. 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No. 1 inch 130 Pt. 14182 - I SITE ENGINEER: JAL AvI \ 'V \\ NIF CIVIL ENGINEERING ASSOCIA(ES. INC. 10 MAHSFIEID VIEW LM'E, SOUTH BURUNOTOAI, VT OM BURLINGTON PROPERTIES ► \ \4i,{; \ LIMITED PARTNERSHIP SAL MMD ► I NIF \t \ DSM epmm I I BURLINGTON PROPERTIES\ \\ --_ DSM LIMITED PARTNERSHIP \ / ` ► �I \\\ '3� \ \ \ _____ APPLICANT: BLACKROCK ------- „ I - , ,- , \ _ _ - _ _ n CONSTRUCTION, I ---- \\ #\ gry D� — NIF PEDESTRIAN LOOP SYSTEM TO BE -- __ _ — L. L. C. CONSTRUCTED COINCIDENT WITH _ - _ o-1 GR�ENF�EiLj'- ► DEVELOPMENT OF EACH PARCEL ___-- -- a 4 ` \`\ APITAL, L.L.C. 300 MOUNTAIN VIEW ROAD \ \CSUITE 302 \ \` I I T EASE _ _ --- I i -- -— \\ i OWNER:SOUTH - _ BURLINGT ON REALTY CORP. WILLISTON, VT PROJECT: PROPOSED OFFICE BUILDINGS LOT 1-C 3131p / IEADOWLAND BUSINESS PARK 314 '�i / / , / 1 -- VF. RTE. 116 _ _ MEADOWLAND DRIVE _ . , - - - 360 \ SOUTH BURLINGTON, VT NIF ST MOUNTAIN 1 + I i i "� ap-4 "� �' \\ \ ` `\ \\ \ `s'� 1 lie ee VIEW, L. L. C 378 i i f I �� ► '' / v q-. / 382 LOCATION MAP �• r - _ I \ / t PR&OS�D ROAD & I 4t, � ' EXISTING 388 LOT 1 �/� CONDITIONS ,OCT y // PLAN ty)ofSo. BilrlOgton r _ PROPERiIE$ L.L.0 I - - -1 11 382 U _ Dm Owm6 nueea _ - \ / ^ 1 L ' /368 / ' /� 1-1 _-1--- I-- 1 \ / �� / 1� .3 .31 / / -_/ /` i' OCT. 29,2014 bpi'APHIC �CAIE jy sar r 1 O DL 1 U --- `♦—__�� _, i a i+a�e_so lµj 14182 ' I I SITE ENGINEER: I\ I NIF CIVIL ENGINEERING ASSOCIATES. INC, BURLINGTON PROPERTIES 10MANSFIEiDWEWLME, SOMBURUNGTON, VrOW 802d8423]3 FA1C 902480.?271 \ `\ LIMITED PARTNERSHIP SAL \ \ I �t DSM NIF I I BURLINGTON PROPERTIES \\ ` \ wPscvm DSM I LIMITED PARTNERSHIP \ BLACKROCK APPLICANT: -_-_____ I i \ _ -\- _ _ CONSTRUCTION iPROPOSED 10' GRAVEL \ \ — \ \ N/F , I RECREATION PATH ti o-i \ sr D L.L. C. PEDESTRIAN BRIDGE --� _ - \ —\ \\ GREENRELf}- 3170MOUNTAIN VIE ROAD ----------------- \� \CAPITAL, L.L.C. I 02 - -- :ter COLCHEST , -- � '��ate' � v ------------ SUITE 3ER VT _ - -- -^ ---- - , _- • _ _ --- - � [ EMPLOY--r- `� SOUTH\��\' �\ y\\ BURLINGTON _ _ v--BREAK AREA vv V Q\ \ -- POSED O REAL BREAK PrT �•, ST R WATER �` —� WILLI oCORP HD � �-. I ND PROJECT: PROPOSED OFFICE / PROPOSED I.LOT 1-C j _ \ 2�` 1 � BUILDINCa . 3`� / - ? BUILDINGS LOT 1-C .�2 i 37gg0 � � -A - �� - w I MEADOWLAND W� U G3. _ y -I, // BUSINESS PARK y PROPOS�a T PARKaalG *' T 1 .. � _ . _ OWLAND D \ i ..\ \ BUIL I MEA DRIVE D m I I \ m ING w =, ' - - / 9(0 i( \ SOUTH BURLINGTON, VT NIF AST MOUNTAIN I \ VIEW, L.L.0 I 378, 1 77- `- -- Seo-,, Tt ' At, -saz-- , . �..-�- -- _ _ _ LOCATION MAP '\ 1 -20W - - .-- _ � � .,►,-,_ .� � ACC S D _ I RE ' 1 "'� _ PROPOSED Stir i — — / 1 A ,• / , VA LOT 1-D ` ---- PROPOSED 388 CONDITIONS I PROPOSED 5' GRAVEL LOT 1-E // R g „' REATIONPATH\�.,' / ,' PLAN 1 'a \ // // as / A PROPERhE_S_L.L.0 . -- 1 I ;y. 1 392 L-A - _ -' t - _ J 1 \ \ •_ / / / — — / � �!" / / / \ � /, � �� j �• neTs na�x�c renaeax "7-- _1--- I -- p ,� Sc>/ p /,�. ' / / OCT. 29, 2014 --- -A / / / r a6'� ®f So, �UC,1IM i 'GRAPHIC SCALFj / i E W' 14 8 / EDL I I- N --- ♦ i -- /F -' Wcrt 182 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 24th day of October, 2014, a copy of the foregoing public notice for Site Plan Application #SD-14-28 & Miscellaneous Fill Application MS-14-09, 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) 284 MEADOWLAND DR SBRC PROPERTIES LLC 85 SHUNPIKE RD WILLISTON VT 317 MEADOWLAND DR GREENFIELD CAPITAL, LLC 35 THOMPSON ST S BURLINGTON VT 472 MEADOWLAND DR O'BRIEN MEADOWLANDS LLC P O BOX 2184 S BURLINGTON VT 85 MEADOWLAND DR BURLINGTON PROPERTIES LTD 85 MEADOWLAND DRS BURLINGTON VT 1100 HINESBURG RD EAST MOUNTAIN VIEW LLC 1100 HINESBURG RD SUITE 201 S BURLINGTON 0860-01100 10 MANSFIELD VIEW LNCEA PROPERTIES LLC10 MANSFIELD VIEW LN S BURLINGTON VT Dated at South Burlington, Vermont, this 28th_ day of October, 2014_. Printed Name: Phone number and email Signature: Date: David S. Marshall Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 05495 1155-00284 05403 1155-00317 05407 1155-00472 05403 0860-01020 VT 05403 05403 1095-00010 CIVI L EA I G I IN E:EikII I A"SS0r,I rtr5, I IN ra, 10 Mansfield View Lane South Burlington, VT 05403 September 18, 2014 Mr. Ray Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: BlackRock Construction Office Buildings Proposed Lot 1C — Meadowland Business Park PUD Sketch Plan Application Dear Mr. Belair: Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Please find enclosed a Sketch Plan application for the proposed creation of two general office buildings to be located on the proposed Lot 1 C at the Meadowland Business Park. This is being proposed as a planned Unit Development as office uses in the Industrial Open Space District (and multiple buildings on one lot) are only allowed as part of an approved PUD. Building #1, located on the west half of the parcel is proposed to have 27,100 GSF on three stories. Building #2 is proposed to have a total of 12,000 GSF over two stories plus underground parking supporting 18 spaces. With the required off-street parking standard being 3.5 spaces per 1,000 GSF, the required number of parking spaces is 137 spaces. The total parking count for the site as depicted on this sketch plan is 143 spaces. This lot proposes to utilize the utility infrastructure being extended as part of the South Burlington Realty Corporations proposed 4-Lot subdivision and will be relying upon the approval of the at application prior to seeking approval of this proposed PUD. Stormwater is proposed to be managed on property rather than relying on the Business Parks stormwater infrastructure located on the remaining portions of Lot 1. This completes our general summary of the proposed 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 Attachments: Sketch Application and Application Fee of $1,145 ($350 Base Fee + $13 Filing Fee + $0.02 x 39,100 GSF) List of Abutters 1 set of 11" x 17" plans, 5 sets of full size plans CD of application materials cc: B. Avery (w/ enclosures, 11x17 plans),, CEA File 14182.00 (w/ enclosure) P:\AutoCADD Projects\2014\14182\3-Permitting\I-Local Applications\1-Sketch\Belair - Sketch Plan Cover Letter. rtf -7 1 SITE ENGINEER: CIVIL ENGINEERING ASSOCIATES, INC. 10 WJVSRELD VIEW LANE, SOUTH &RAGTON, IT 05403 II RI! I — SAL r DSM DSM L APPLICANT: kF AURLINdTO)V PPOP413T/E� -------- f", BLACKROCK CONSTRUCTION, - ------ --- — ------ % L.L.C. PROJEW ', �F 300 MOUNTAIN VIEW ROAD BURLWGiONRROPERTIES LOT 6SUITE 302 0* 3 L v Lap COLCHESTER, VT imiTEL), iv, K 'C" OWNER: SOUTH 1P P 7- BURLINGTON — ------ 1 REENFIELD' CAPITAL, L.L.C. ------- REALTY CORP. WILLISTON, VT L 11-ryl., 5. \y PROJECT: PROPOSED OFFICE BUILDINGS LOT 1-C ---- MEADOWLAND -------- - f ---- A` ir BUSINESS PARK ERTI LOT�9 N VT. RTE. 116 .0 MEADOWLAND DRIVE r-E t7 It SOUTH BURLINGTON, VT S - ----- --------- - nrm r '-U% /$ LALROOB& LOT3 R.Q.W. NIF G" id.Z AuRE&I V ,QtF- 9T.'� 39':5 ACRE-$ 'L2 2274ACRE6 LOCATION MAP 21 -77 . ..... k j DETDD- > DATE -E-ED J, ...... N�l I��'--'-r -- I Ir 0 Ri 'BRI N 6 S ------ MI�ADOWL\14ND '4 - ------ > ----------------- ---- ------- ­ - ---------- ---------- ----- - ---------- --- ; ------------------ ------ OVERALL SITE PLAN V'! 1477 �q A10QRT SOU THER -N, SEA t 9 2014 DATE GRCAYQtaP- Burlington SEPT. 18,2014 Sc 1"= 130' C1 .0 1111"Jmm""�jm ( IN MTT ) m.. — I inch = sa ft. 14182 w C� E L.L.C. \ O�iGF \ NIF AST MOUNTAIN i I i % j /i II '� VELA VIEW, L.L.0 w I 1 11 1 `— 378 - --.310 00 \\I` PRdPOSiD ROAD & O PRADJNG 1 t 1 \ \ -- - LOT-- ' Qa' 0 !/l 1 r' \ I \, e I NI 388 -FlITUR ROA & � � GRADING IF Cj-- PROPER IE$, L.L.0 { 1 392 It 31 360 Co RAPHIC �CALE•/ .L FEE{ / )SED I ' I ' I�4, NIF BURLINGTON PROPERTIES LIMITED PARTNERSHIP I \ NIF I BURLINGTON PROPERTIES \ LIMITED PARTNERSHIP ------------- -------- NIF -- --- - .=.-- - _.. ASE_MENT — '— — _ TIONPAT{ -\ p- -- — —' _ I - d�— I 1 a I I I SITE ENGINEER: Aw CIVIL ENGINEERING ASSOCIATES. INC. IOWMFIElDV1EWlANE, SOUMBURLINGTON, VT OUM awl 2323 FAI(: B024WVI —b. www.—.- - nEA� SAL crtec�n DSM APPROV60 DSM APPLICANT: BLACKROCK CONSTRUCTION, L.L.C. 300 MOUNTAIN VIEW ROAD SUITE 302 COLCHESTER, VT OWNER: SOUTH BURLINGTON REALTY CORP. WILLISTON, VT PROJECT: PROPOSED OFFICE BUILDINGS LOT 1-C MEADOWLAND BUSINESS PARK VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON, VT P ECT L LOCATIONI \ LOCATION MAP r•=2w EXISTING CONDITIONS PLAN s"�"c ffiaPEN SEPT. 18, 201 5 1"=30' C1.1 PROJ. No. 14182 NIF ST MOUNTAIN VIEW, LLC / \\ SITE ENGINEER: \\ NIF CIVIL ENGINEERING ASSOCIATES. INC. \ IOWMFIEEOVIEWIANE, SOUTHOURUNGTON, VTO5403 \ \\ BURLINGTON PROPERTIES Bw2BaT323 Fax: \ LIMITED PARTNERSHIP \� \\ \\ SAL \ DSM NIF BURLINGTON PROPERTIES LIMITED PARTNERSHIP DSM / \ 60 - _ APPWCANT: _ BLACKROCK _�/,r _ - �` CONSTRUCTION ------------- ----NIF TERS —� - -- - - SED DUMPS ----- CAPITA --- \ D NF iELD- ENCLOSED - : - _-- �r - - -- - - —L.L. 300 M ROAD SUITE 302 ---- ------------ -� ,> <_ COLCHESTER, VT _ _. -- - --- -, �r SOUTH_-------- .�� - - _1 BURLINGTON ---- A P SERCORP. `� REALTY COR STORT� ATER \ / WILLISTON, VT r— PROPOSED p ND / BUILDING LOT 1 C BUILDING PROP OSED _ _ ED OFFICE \ #2 LOT 1-C ���, "9� _ ` \ a O'QiG _ - l / P = U.G. S Ep ° LNG MEADOWLAND S I pROPOPARK /\ BUILDING BUSINESS PARK y // - `\X, \ \ / VT. RTE. 116 #1 / MEADOWLAND DRIVE SOUTH BURLINGTON, VT I69 '' C maecr _ r Ali -- I- I , -qX 3 ' �"O OOEss ROAD -' \ \\ ' �' '' i ! !' : ` LOCATION MAP A oll fir - LOT 1`b _ r--- PROPOSED 398--, .,\ � � _� ,• ,\ � ,, ,, ,, , �, �, /, ,, ,� ;;,, � __ ---, ,,390- ti/ ' ; , ;: I hti CONDITIONS PLAN _-CEA PROPERTES, L.L.0 . --- \\ 392 to T __1--- �-- m / / 1 I / 1 Z 368',' I / 31 — / / ji• SEPT. 18, 201 ,i16RAPHIC §A� / ''.(e 1" = 30' V . enw. no. 14182 J MSG w southkburfington PLANNING & ZONING Permit Number SD- I q - (oftice ud 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#) SBRC PROPERTIES LLC, PO Box 2204, South Burlington, VT 05407-2204 Phone: 802/863-9039, Ext. 3; Fax: 802/865-9125, tim(a)-southburlingtonrealty. com 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Book 651 Page 152 3) APPLICANT (Name, mailing address, phone and fax #) Adam Hergenrother for BlackRock Construction 302 Mountain View Rd Suite 300 Colchester Vermont 05446. 488-3424 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Option 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 dmarshall(a)-cea-vt.com 6) PROJECT STREET ADDRESS: 284 Meadowland Drive Lot 1-C 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-01150 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): Creation of two office buildings. Building #1 is 27,100 GSF, three stories and Building #2 is a two-story structure with 12,000 GSF with supporting infrastructure. b) Existing Uses on Property (including description and size of each separate use) None 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com c) Proposed Uses on property (include description and size of each new use and existing uses to remain) The proposed uses include general office use for all floors of both buildings (27,100 + 12.000 = 39.100 GSR d) Total building square footage on property (proposed buildings and existing buildings to remain) 39100 GSF On Lot 1 C e) Proposed height of building (if applicable) 35 FT 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 (Lot 1 C Area = 147,441 SF) a) Building: Existing 0.0% Proposed 10.3% (15,2401147,441) b) Overall (building, parking, outside storage, etc) Existing 0.0% Proposed 47.8% (70,5261147,441) c) Front yard (along each street) Existing 0.0% Proposed 0.0% (Meadowland Drive) 5.9% (New Street) 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) 5-feet of a 20-foot wide recreation path easement occupies the north property line in the east -west direction. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Sewer — The project will extend the existing gravity sewer collection system located along Meadow Drive up into the proposed rights -of -way. Water — The existing 8" line located on Meadowland Drive will be extended up into the project site within the proposed rights -of -way. Stormwater — For the original Lot 1, the State Stormwater permit limits lot coverage to no more than 50% and requires that stormwater be directed to the dry basin on Lot 1 which then directs water to the wet pond on the east side of Thompson Road for water quality. Stormwater will be collected is a series of grass lined swales along the edge of the proposed road and then will be discharged to the existing conveyance system to the Lot 1 dry basin. Power & Communications — The electrical transformer and communications pedestals are currently located on Meadowland Drive from which the new 3-pphaae distribution system will be extended up the proposed roadway. Sketch Plan Application Form. Rev. 12-2010 Future Expansion - The site has been designed to enable expansion of the proposed roadway in the southerly direction. Waivers — None are proposed. Applicant seeks permission to access Meadowland Drive. 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). See Attached Abutters List 13) ESTIMATED PROJECT COMPLETION DATE: September, 2015 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 shatl be paid to the City at the time of submitting the application. See the City fee schedule for details. 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 SIGNATUY UVPROPF&TY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: IJ Complete ❑ icomplete Affmini'strative)bfficer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev. 12-2010 Abutters List South Burlington Realty Corporation - Lot 1 284 Meadowland Drive 284 MEADOWLAND DR 317 MEADOWLAND DR 472 MEADOWLAND DR 85 MEADOWLAND DR 1100 HINESBURG RD 10 MANSFIELD VIEW LN SBRC PROPERTIES LLC GREENFIELD CAPITAL, LLC O'BRIEN MEADOWLANDS LLC BURLINGTON PROPERTIES LTD EAST MOUNTAIN VIEW LLC CEA PROPERTIES LLC 85 SHUNPIKE RD WILLISTON VT 05495 1155-00284 35 THOMPSON ST S BURLINGTON VT 05403 1155-00317 P 0 BOX 2184 S BURLINGTON 85 MEADOWLAND DR S BURLINGTON 1100 HINESBURG RD SUI S BURLINGTON 10 MANSFIELD VIEW LN S BURLINGTON VT 05407 1155-00472 VT 05403 0860-01020 VT 05403 0860-01100 VT 05403 1095-00010 SITE ENGINEER: CIVIL ENGINEERING ASSOCIATES. INC. 10 MANSFIELD VIEWLANE, SOVTHBURUNGTON, VTO54M — FM op-D,qIVE' SAL C—D DSM DSM F OWNER/APPLICANT: k BURLINGTON PPOPER71ES SOUTH LIMITEDPARTNERSHIP DESIGN 7 �ED BURLINGTON N GRE8 ;ACE BURL 'ey I REALTY CORP. BUR LINGTON PROA63TIE,t LIA41TED PARTNERSHIP ",,.- WILLISTON, VERMONT -7 - - < FIEL6 PROJECT: AL, 1.14..11 4 LOT ION NT N OSUBDIVIS F LOT 1 12 MEADOWLAND BUSINESS PARK —7 VT RTE. 116 MEADOWLAND DRIVE b 10 i' LOT 9 SOUTH BURLINGTON VERMONT L PROJECT LOCATIO I —LMNJ Sol v RJ*L1 Tmc IV! fr, 3 GOT 3 N 'Ab LOCATION MAP V 20w EIV 7 -q 2 DESIGNATED'"' GREEN SPACE_ OVERALL ZONING DISTRICT SITE PLAN BOU N LE "K DA _RY LINE DATE OCT. 29, 2014 DAA GRAPHIC SCALE 1"= 130' ci .0 IN FEET m.. No. 1 i..h = 130 ft. 14183 \ Ij/ r ;• jQ '� ,' : CIVIL ENGINEERING ASSOCIATES. INC. I 10 UWFIE D VIEW LMN SOUTH SURAGTON, VI 0W — —_ — -- -•� /. ' �• ` • / 802d8a2323 FAX: B02d60.22]1 web: www.cee-W.cam NIF �- BURLINGTON PROPERTIES /'.� /,/ ! \ \ LIMITED PARTNERSHIP ,' SAL II `1' . . •� I c�ca� DSM I\ , .. APPNOM ,�. `�+•� I g OWNER/APPLICANT: NIF I II BURLINGTON PROPERTIES \ !' _. SOUTH I I ell LIMITED PARTNERSHIP BURLINGTON REALTY CORP. _ I I WILLISTON, •' ` \ VERMONT LOT W. \ 2.3 RES 11 I 11 lSi: . PROJECT: / 1� ®IL 1 �•�• NEW/,% 4 LOT SUBDIVISION LOT 1-C / N/F I, \ OF LOT 1 3.4 I E OUNTA VIE i ACRES GREEN / *� • % T 12 CAPITAL -- _ _- -- _ I i �I MEADOWLAND I i w I i BUSINESS PARK W ?s - �� 1 . \ I ,' VT. RTE. 116 ♦ \ ® N MEADOWLAND DRIVE �3.0 ACRES L 1 O I C) I I SOUTH BURLINGTON L I J' \ I N [ : �% VERMONT p I ;CL I , NEW N/F I ► I I' OT 1- , y Cm LOT 1-E « PERTIE I 3.1 ACRES ' - y,�,� �/ \,� �� /:' i 89 rr Y • LOCATION : —r----� b- it 'ram l� U u r� •`' ' 1•`• �'•^'•��` /F II -� ( }•,• 1' POTENTIAL FUTURE 1, ' I " I i CUL-DE-SAC EXTENSION , • a I I TH RLIA�GT04 r i I I POTENTIAL FUTURE / R.O.W. EXTENSION fEALI COP P. :• . . 1tt.1; LOCATION MAP - I I \ Iz00l Ii-B1,ISOUTH BU NGTON TYCORP. I- L- - LOT 1 L --- J' 2 - _ EXIST. - 39.5 ACRES � I••••• _ � I PROP. - 29.5 ACRES I I I '• N/F O'BRIEN �! :\: OVERALL MEADOWLANDS: "^ \ SITE PLAN i 1 1 / Y' • ' -__mot____-'�___----- _ - !� ---___ r-- 1 \�, '/ _._.__.___---- ✓_ _ ::.=__s� GOCT. 29, 2014 GRAPHIC SCALE I I — ( IN nw. NO. IITT -- A A//1 AO�A --"� 13I \ n \ I \ /^ I Wch = 100 14183 I�VIf•TAIA'1 - - -- NIF BURLINGTON PROPERTIES _ LIMITED PARTNERSHIP = - G EINFOT)ITCRA -- - 2.3 kRES NEW -1r—/ �a LOT 1-C I / NIF 3.4 / CF E AST MOUNTAIN VIEW, L NEW �\ T----------------- ° --� , �, LOT 1-D V � _., j \ CNIF EA %� 3.0 ACRES R PERTIES, L.0 Ll N E ' % \ a n I — i 3.1 ACRES / I N __---- r---------1; III; t_, /�j I L� 3 *IF I SOUTH RLINGTOI;I I 111 REALICORP. I I I ICI ( i i i i Irk• I �� �� 1 I I 1 I I I I I � i�l II II II I I I It I I I i I I � I Ili i _J I i 11' \ I NIF OUTH BURLINGTON REALITY CORP. URE TENSION /' / POl / R.O GRAPHIC SCALE LN FEET ) SITE ENGINEER: r L CIVIL EMGINEERING ASSOCIATES. INC. 10 MANSFIELD VIEWLANE, SOUTH BURLINGTON, VT O540.3 3d2A84-2323 FAX: B02A042211 — mrvi.cee Nwim DM,III SAL cl.— DSM APPROVED DSM OWNER/APPLICANT: SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT PROJECT: 4 LOT SUBDIVISION OF LOT 1 MEADOWLAND BUSINESS PARK VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT 18 89 (116 k Po�tc I s LOCATION � L - LOCATION MAP r� = zooa DArE cRF.-0 .—ON PROPOSED LOT LAYOUT PLAN OCT. 29, 2014 NND N D,RRR R 1"=50' l"Cl.2 PRO. NO. 14183 J­ ........... v ------- NIF CIVIL ENGINEERING ASSOCIATES. INC. 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, Y7 05403 ----------- BURLINGTON PPOPEPTIES K 01 - ------- ,-LIMITED PARTNERSHIP SAL TO E ,PEDESTRIAN LOOP SYSTEM7- DSM TH- -------- . . . . . . . CONSTRUCTED COINCIDENT WI DEVELOPMENT OF EACH PARCEL -------- DSM ------------ G OWNER/APPLI(.,\l — — -------- — <z­ % EVCff --------------------- ------ CAtI IT C. -- ---- ------ - ------ ----- ---------------------- cl SOUTH _- ----------- ---------- \2.3 AC'AES BURLINGTON ..... . REALTY CORP. W WILLISTON, !:NE VERMONT PROJECT: F -7\ NIF A A q - - -------------- 3, I�IVIQUNTA VIflW,' 4 LOT SUBDIVISION OF LOT 1 SFD 5'-fr. C�N R�T ----------- �,PROPO ------- $IDEWALr. i MEADOWLAND PHAS6,1 ROADWAYA 9i"bior, BUSINESS PARK MEADOWLAND DRIVE VT. RTE. 116 SOUTH BURLINGTON VERMONT NIF CF.4- C.Zj = =E- &TIES, p Y .Lc n I H,' -------- J., 4p------------ T LOCATION MAP v r V, r ------------------ AD= iVMTRIAN THAN. V - --- ----------- LEGEND - --------- ---------------- — APPROMMATE PROPERTY LINE --------- \,NIF - pop PROPOSED CONTOUR W_ 'o TO --------- REAL CURB j --------------- vbohp. SWALE E=TINr CONTOUR ---------- S U V L it r\ --------------- C-1 rl WETLANDS OVERALL WETLANDS BUFFER L A", P&ENTfAL F&,(JR'E'�, SEWER MANHOLE 1,72 PROPOSE D �UL-D,E-"S'AO EXTEP* 4COVED011 04TCHBMIN *IF :4c WDRAW GRADING ',S( DECIDUOUS TREE )UTH� �LINGTOJI, CONIFEROUS TREE 2014 PLAN REALif7jY CORP, -4 IRON ROD IPIPE FOUND 0 CONCRETE MONUMENT FOUND OCT. 29, 2014 i'qfSo. Burlingtop GRAPHIC SCALE ICA. 1" 50, -B 0 0 C1.3 t--j.' t , / 5 JIN FELT) Lnch - 50 tt. 14183 i) E 1 � � r NW N O N O O O O O O Clq 00 NN �� pp Oypj Og p O. ON O 1p p^ NC) 2c4 ON Np Nw ON �y O1M +M +y>� },.� "?j aj S„�, Nj �j + <�;4JJ ad 55 as �^ GS » NW N (JW FIJi tJ f-J W SITE ENGINEER: f .. t CIVIL ENGINEERING ASSOCIANS, INC. 10WNSFlELDVIEWLANE, SOUTH BURLINGTON, VT O540S B02-EB42]29 W. E02A .11 -b: vniw.cee-vGCOm nRAIIN SAUGAC cm= DSM AEPE M DSM OWNER/APPLICANT: SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT 111?0.IPIC'C: 4 LOT SUBDIVISION OFLOT 1 MEADOWLAND BUSINESS PARK VT. RTE.116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT ROJECI �; il(IN LOCATION MAP ,• = ZDoa LASE CfQfCBED gEV19InN PROFILE nA�e, nxsmNc NnemEE OCT. 29, 2014 y .4 a 1"=40' C1 Mwl No. 14183 October 27, 2014 Mr. Ray Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Meadowland Business Park Applications — Lot 1 Four Lot Subdivision Dear Mr. Belair: Thank you for organizing the Technical Review Committee meeting to review the proposed subdivision of Lot 1 as it relates to the standards set forth in the Land Development Regulations. As a result of the discussion points brought forth during the TRC meeting, we offer the following information regarding the applicant's proposals to address the LDR requirements. The Industrial Open Space purpose statement is outlined below as a foundation for the follow-up narrative. 6.04 INDUSTRIAL -OPEN SPACE DISTRICT 10 A. Purpose. 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. We have focused this narrative on the underlined portions of the purpose statement as it best frames much of the TRC discussion. Staff concurred that the application of these standards should be across the entire 116 acre Meadowland Business Park PUD . 1. ...preserve the generally open character of the district, The layout of the park, creates a 200' wide open space buffer along the south edge of the park adjacent to the residential neighborhood locate doff of Knoll Circle. The property is subject to large area of wetlands in the southeast quadrant of the site as well as riparian Mr. Ray Belair Page 2 of 4 October 27, 2014 corridors that run both north -south and from the southwest corner to the mid northerly portion of the property. Except for two road crossings, these areas have been retained in their natural condition. In the mid -section of the Park, a large open water stormwater management pond doubles as open space adjacent to the north -south drainage way riparian corridor. The open space and riparian corridor areas in which the park is subject to required protections set forth in previous City approvals or State wetland protections (and buffering) has been depicted on the overall plan (Sheet C1.0). As a means of mitigating the impacts on the visual quality of approaches to the City (Item 3 below) and as a means of expanding the previously contemplated recreation path along the north side of Lot 1-C, the applicant is proposing a greeen space area that wraps around the north and east sides of Lot 1-C and southerly into Lot 1-E. This is depicted on the overall Plan. This expansion of the path system and associated green space area extends around the perimeter of Lots 1-C, D and E. We are currently investigating the opportunity to gain access to the same, but smaller pedestrian loop system permitted around the Sphinx Development office building to the northwest of Lot 1-C. 2. minimize impacts on natural resources and water quality, The Meadowland Business Park benefits from a master planned stormwater management infrastructure which was design to provide both water quality treatment and peak flow mitigation from the developed portions of the park. Since Potash Brook was deemed to be impaired, most of the sites have fully compliant stormwater management systems which do not rely upon the existing infrastructure, thereby making that system even more efficient. Previous studies have shown that there is no critical wildlife habitat nor archaeological resources on the property. 3. and enhance the visual quality of approaches to the City Much of the Park is subject to the Hinesburg Road North View Protection Zone. This preserves the views from Hinesburg Road into and over the park property. The designs to date fully comply with the non -vertical intrusion into this overlay district. To date, the portions of the park that front Hinesburg Road have been granted approvals from the City provided that the aesthetics of the buildings and the proposed landscaping programs have addressed the aesthetic standard (Lot 1 A - CEA Office Building), Lot 1 B - Office Buildings). Mr. Ray Belair Page 3 of 4 October 27, 2014 Additional discussion points were focused on the proposed layout of the roadway. We have introduced the specific language from the LDR's below and have inserted the applicant's position where appropriate. 15.12 Standards for Roadways, Parking and Circulation in PUDs and Subdivisions A. Street Layout. The arrangement of streets in the subdivision shall provide for the continuation of arterial, collector and local streets of adjoining subdivisions and for proper projection of arterial, collector and local streets through adjoining properties that are not yet subdivided, Meadowland Drive was originally identified as a Collector Roadway. This project does not propose to augment of diminish that original designation. The proposed Phase I road will serve as the initial leg of a conceptual loop roadway for the 47 acre Lot 1 parcel (See Sheet C1.0). The lot lines have been laid out in a manner which will enable this road to be extended to the south in support of the creation of the loop road concept or as a cul- de-sac depending on the future development proposals for the id section of Lot 1.... in order to make possible necessary fire protection, movement of traffic The conceptual loop road is the ideal layout if the future and uses support this concept. In lieu of the completion of the loop portion all the way back to Meadowland Dive, the future road extension would be completed with a suitable turnaround feature satisfying the needs of the Fire Department and the Dept. of Public Works. This proposed Phase 1 portion of the road is shown to terminate in a hammerhead layout where the "arms" coincide with the curb cuts to the three lots. The hammerhead has been designed so as to allow snow to be pushed southerly through the end of the hammer head on to a stabilized surface. and construction or extension, presently or when later required, of needed utilities and public services such as recreation paths, sewers, water and drainage facilities The High point of the future loop road falls approximately in the middle of the loop which allows from gravity flow of stormwater and sewer to the existing infrastructure located at Meadowland Drive. The water will be extended into the site with adequate size and capacity to meet the fire flow requirements for the proposed sprinkled buildings. If the loop road concept comes to fruition the water main will be extended to create an internal loop off of Meadowland Drive.. where, in the opinion of the Development Review Board, topographic or other conditions make such continuance undesirable or impracticable, the above conditions may be modified. The conceptual phase I and "loop road" concepts can be accomplished within the standards set forth in the LDR's. In no case shall gates of any kind be permitted across public or private roads, or driveways serving more than one dwelling unit. C. Topography. Streets shall be logically related to the topography so as to produce usable lots, reasonable grades, and safe intersections in appropriate relation to the proposed use of the land Mr. Ray Belair Page 4 of 4 October 27, 2014 to be served by such streets. The proposed road profile has been designed to provide a safe queuing area at its intersection with Meadowland Drive and has been designed so that the grade does not exceed 8% (maximum allowed is 10%) Adequate provisions shall be made in the project's stormwater management system to prevent flooding in the streets and erosion or other adverse impacts on adjacent properties. In accordance with the standards set forth in Section 15.13 F(2) of the LDR's the stormwater infrastructure will be designed to convey the 25-yeard 24-hour (4.0 inch) design storm event. D. (4) Connections to adjacent parcels. If the DRB finds that a roadway extension or connection to an adjacent property may or could occur in the future, whether through City action or development of an adjacent parcel, the DRB shall require the applicant to construct the connector roadway to the property line or contribute to the cost of completing the roadway connection. Through a previous act, Lot 1 has reserved the right to utilize the historic gravel access road located in the northeast corner of Lot 1 as a means of emergency access. The proposed development of Lot 1-C has been design so as to enable this to be utilized. The proposed road for Phase I has been designed so as to allow the continued extension in the southerly direction into the remaining portions of Lot 1. (a) In any such application, the DRB shall require sufficient right-of-way to be dedicated to accommodate two (2) lanes of vehicle travel, City utilities, and a ten -foot wide grade -separated recreation path. The proposed road has been designed to accommodate all of these features except that a 5' sidewalk has been proposed in lieu of the 10' recreation path. The proposed sidewalk is being supplemented with a pedestrian loop around the proposed three lots with that portion of the pathway located along the north edge of the site being constructed to a 10' width. This completes our summary of the proposed features of the proposed subdivision and site design which address the standards set forth in the LDR's. 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: 6 Full Size Sets & One 11 x1 7 Set of Updated Lot 1-C Site Plans 6 Full Size Sets & One 11 x17 Set of Updated Subdivision Pans CD with PDF's Cc: (w/ 11x17 Enclosures) T. McKenzie, B. Avery, CEA File 14182, CEA File 14183 P:\AutoCADD Projects\2014\14183\3-Permitting\1-Local Applications\1-Sketch\Sketch Plan Revisions Cover letter.doc • BURLINGTON REAL7Y CORP. WILUSTION, VERMONT so LOCATION MAP OVERALL SITE PLAN N/F BURLINGTON PROPERTIES LIMITED PARTNERSHIP a NIF `\ \ BURLINGTON PROPERTIES U S I LIMITED PARTNERSHIP NEW 1 � I LOT 1-C E OUNT VIE 3.4 ACRES 1 , LOT 1-D /3.0 ACRES / i NEW j 3.1 A/CRF.' W. IES N/F I 1 GREE cAPITN — _ I 1 li`:;•'•;•'•1 T 12 � _ �— � •'• 1 y T . � • \ I L 10 y' n � u POTEMIAL FUTURE D 1•—_� — ii I / I• OUL-0ESAC EXTENSION , POTENTIALFl M R.O.W.EXTENSM SOUTH BT NGTON / li `— —_J/III �' �\ I TV CORP. rff T EXIST. - 39.5 ACRES / PROP..29.5 ACRES / I 1 ! / 1 � 1 1 1 / 1 / 1 1 ' 1 / — �� !" �----- 9R8 XN61N66N: CIVIL ENGINEEEING Aii XJATES IN!. ao•..aaa w�awn.��.w ...._.r—. SAL DSM DM o11NXR/eeruc�xr: SOUTH BURLINGTON REALTY CORP WIWSTON, VERMONT 4 LOT SUBDIVISION OFLOT I MEADOWLAND BUSINESS PARK VF. RTE. 116 MEADOWLAND DRNE SOUTHBURUNGTON VERMONT �'.-.•�'.' .'.'.'.'V.'.'.'. N/F d MEADOWLANDS /`�:::^:- ::::::::::::::::::::: OVERALL SITE PLAN OCT. 29, 2014 GRAPHIC SCALE - - - 7.100, C 1.1 mN- 144 -. 183 go south urlingt n PLANNING & ZONING Permit Number SD- q f - � q (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#) SBRC PROPERTIES LLC, PO Box 2204, South Burlington, VT 05407-2204 Phone: 802/863-9039, Ext. 3; Fax: 802/865-9125, tim(W-southburlingtonrealty. com 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Book 651 Page 152 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 dmarshal l(a--)cea-vt.com 6) PROJECT STREET ADDRESS: 284 Meadowland Drive 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-01150 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): Creation of a 4-lot resubdivision of b) Existing Uses on Property (including description and size of each separate use) None 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com c) Proposed Uses on property (include description and size of each new use and existing uses to remain) TBD d) Total building square footage on property (proposed buildings and existing buildings to remain) None on Lot 1 e) Proposed height of building (if applicable) 35 FT 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 0.0% Proposed TBD b) Overall (building, parking, outside storage, etc) Existing 0.0% Proposed 0.0% c) Front yard (along each street) Existing 0.0% Proposed None Proposed 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) None 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Sewer — The project will extend the existing gravity sewer collection system located along Meadow Drive up into the Proposed rights -of -way. Water — The existing 8" line located on Meadowland Drive will be extended up into the project site within the proposed rights -of -way. Stormwater — For the original Lot 1, the State Stormwater permit limits lot coverage to no more than 50% and requires that stormwater be directed to the dry basin on Lot 1 which then directs water to the wet pond on the east side of Thompson Road for water quality. Stormwater will be collected is a series of grass lined swales along the edge of the proposed road and then will be discharged to the existing conveyance system to the Lot 1 dry basin. Power & Communications — The electrical transformer and communications pedestals are currently located on Meadowland Drive from which the new 3-pphaae distribution system will be extended up the proposed roadway. Future Expansion - The site has been designed to enable expansion of the proposed roadway in the southerly direction. Waivers — None are proposed. Applicant seeks permission to access Meadowland Drive. Sketch Plan Application Form. Rev. 12-2010 C 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: September, 2015 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 (I I " 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. G 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. Do not write below this line DATE OF SUBMISSION: - /ON I have reviewed this sketch plan application and find it to be: 2/complete /---1 ❑ Incomplete nistrative icer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev. 12-2010 CIYI L It' ING)IINIt' s;kl11 Go A _'So "SoJCIArtS, II IC�. 10 Mansfield View Lane South Burlington, VT 05403 September 18, 2014 Mr. Ray Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail CCcea-vt.com Re: South Burlington Realty Corporation Proposed 4-Lot subdivision of Lot 1 — Meadowland Business Park Sketch Plan Application Dear Mr. Belair: Please find enclosed a Sketch Plan application for the proposed 4-lot subdivision of the 39.5 acre Lot 1 at the Meadowland Business Park. A total of three (3+ acre) lots are proposed to be created in addition to a 2.2 acre rights -of -way for a proposed public roadway while reserving the remaining 27.8 acres of Lot 1 for future development. We are currently working with the Department of Public Works on a proposed road section that both reduces road maintenance costs and provides better stormwater management. Only the southern portion of the proposed Lot 1-D is subject the Hinesburg Road North View Protection Zone. The northern edge of the proposed Lot 1-C is subject to five (5) feet of a 20-foot wide recreation path easement that runs in the east -west direction. Stormwater will be managed consistent with the requirements set forth in the current State Stormwater Discharge Permit where flows are directed to the southeast corner of Lott for initial treatment and peak flow mitigation before being conveyed to the large wet pond east of Thompson Street. This completes our general summary of the proposed project. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, avid S. Marshall, P.E. Project Engineer Attachments: Sketch Plan Application and Application Fee of $513 ($350 Base Fee +$t 3 + $25x2 lots + $50 X second 2 lots) List of Abutters 1 set of 11" x 17" plans, 5 sets of full size plans CD of application materials cc: T. McKenzie (w/ enclosures, 11x17 plans); CEA File 14183.00 (w/ enclosure) P:\AutoCADD Projects\2014\14183\3-Permitting\I-Local Applications\I-Sketch\Belair - Subdiv Sketch Cover Letter.rtf CIS/!! sl IG11 IEEit11 IG r\"� 0�JrlArE�p i, lIN C, 10 Mansfield View Lane South Burlington, VT 05403 September 18, 2014 Mr. Ray Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Meadowland Business Park Applications — Lot 1 Dear Mr. Belair: Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: maiWeea-vt.com M Please find enclosed three applications supporting various components of the proposed development of Lot 1 at the Meadowland Business Park. The application packages enclosed include: 1. Miscellaneous Fill Permit application for the permanent placement of the fill subject to a Temporary Fill authorization on the northern third of Lot 1. This application is being submitted by the property owner, South Burlington Realty Corporation. 2. 4-Lot Subdivision Sketch Plan application — Lot 1 is proposed to be subdivided to create three new lots and a public roadway. This application is being submitted by the property owner, South Burlington Realty Corporation. 3. Two Office Buildings on Lot 1-C Sketch Plan Application — This application being submitted by BlackRock construction proposes two general office buildings on the proposed Lot 1_C (associated with Item 2 above) as part of the Planned Unit Development for that parcel. This completes our general summary of the proposed projects for Lot 1. We look forward to working with you in moving these projects forward though the review process. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, David S. Marshall, P.E. Project Engineer Attachments: As referenced above. cc: T. McKenzie; B. Avery CEA File 14183.00 P:\AutoCADD Projects\2014\14182\3-Perm itting\1-Local Applications\1-Sketch\Belair - All Applications Cover Letter.rtf Abutters List South Burlington Realty Corporation - Lot 1 284 Meadowland Drive 284 MEADOWLAND DR 317 MEADOWLAND DR 472 MEADOWLAND DR 85 MEADOWLAND DR 1100 HINESBURG RD 10 MANSFIELD VIEW LN SBRC PROPERTIES LLC GREENFIELD CAPITAL, LLC O'BRIEN MEADOWLANDS LLC BURLINGTON PROPERTIES LTD EAST MOUNTAIN VIEW LLC CEA PROPERTIES LLC 85 SHUNPIKE RD WILLISTON VT 35 THOMPSON ST S BURLINGTON VT P 0 BOX 2184 S BURLINGTON VT 85 MEADOWLAND DR S BURLINGTON VT 1100 HINESBURG RD SUi S BURLINGTON VT 10 MANSFIELD VIEW LN S BURLINGTON VT 05495 1155-00284 05403 1155-00317 05407 1155-00472 05403 0860-01020 05403 0860-01100 05403 1095-00010 SITE ENGINEER: CIVIL ENGINEERING ASSOCIATES. INC IORMSFIELDVEWLANE, SOUTHBURLMTON, VF05403 8.�— FM. VII ff,RIW SAL �ji J�lj DSM V,� �RMD DSM OWNER/APPLICANT: NIF BURLINGTON PPOPERT01 ---------- LIOITE�PARTNER SOUTH BURLINGTON -Y CORP. REAL7 BURLINGTON PROPERTIES L T6 ERSHIP" WILLISTON, LIA#ITED-,pARTN VERMONT 7" NIF 4 PROJECT: pApiTAL, L.L.C. T7 Lu I-V 4 LOT SUBDIVISION =OT 12 OF LOT 1 2 --E MEADOWLAND x BUSINESS PARK VT. RTE. 116 7 MEADOWLAND DRIVE ------ SOUTH BURLINGTON VERMONT � ��61TIE Jr - PROJECT LOCATION, 3BN LJ -n �, _rf-_ -J r u -SOU PRf I LbIN 7,0 T" A -j ON T B Wit E4-ITY CORP. LOCADON MAP i0ol 'QT i ov,""w, ------ N1� ko) DIST 0. B�16 s lvfEoADOWL�41 VDS L ...... f p p Ic 44 0 liar Y ONING D18TRICT" CEIV -1 SITE PLAN OVERALL I 7w z BOUNDARY Ll�t� ��LL�CtRC; LE 'KNO� --SER 3 0 2014- �-j ity OT So. burlingto — "I.— SEPT. 18,2014 GRAPHIC SCALE 1 130, Cl .0 IN FEET I Inch = 130 fL 14183 w O��LLLJJJ I \ I \ g I N/F \ BURLINGTON PROPERTIES \ LIMITED PARTNERSHIPNIF GREENFIELD CAPITAL, L.L.C. / -_ NEW- // LOT 1-C N/F 3.4 AC f , 1 , LOT 12 AST MOUNTAIN VIEW, I %� ®\ / --- NEW \ \ - ------ , \ - - LOT 1-D ` N/F— � , \ ' 3.0 ACRES /1 CEA is i I PR PERTIES, A aII L.c a I NEW -- d I LOTI C EIL C-A 3.1 ACRES - •:'� I ,. I 1 � ��+IBM I I i J-1 u II I � J I"'� IF SOUTH T RLINGTOI�I REAL] CORP. I I I I 1 1 \ I II II 1 ' t/NEW R.O.W. = _- -_�; 2.2 ACRES ; ` SOUTH BURLINGTON REALITY CORP. SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES. INC, 10MANSFIELOVIEWLANE, SOUTH BURLINGTON, VT05003 eazaeazns rAx: eazaeazzzl ".c: w"w.ree K.com D—N SAL C16CKE0 DSM PNo� DSM OWNER/APPLICANT: SOUTH BURLINGTON REALTY CORP. WILLISTON, VERMONT PROJECT: 4 LOT SUBDIVISION OFLOT 1 MEADOWLAND BUSINESS PARK VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT I�'�-rdaecrl � /--- LOCATION MAP RBPLNION PROPOSED LOT LAYOUT PLAN AUG., 2014 GRAPHIC SCALE `3C.UY 1"=50' PNOI. N0. 1 i—h 50 rl 14183 C1.2 k SITE ENGINEER: J ------- CIVIL ENGINEERING ASSOCIATES, INC, NIF• 10 RWRELD VIEW LANE, SOUTHSURUNGMN, VT 0540 W4�2= FM �A­211 BURLINGTON PROPERTIES N LIMITED PARTNERSHIP, 'n V SAL =cm ---------------- - - ----------------- -- DSM ----------- r ---------K Dsm Y., A OWNER/APPLICAINT: ---------- ------------------ -- CAPITAL, L.L.C. _l_i A\ ---------------- ---------------------- SOUTH -- -------- re en _oT BURLINGTON f 77- O -r REALTY CORP. 7 ��NEW I 12 WILLISTON, VERMONT JA-­ -------------------- 1 PROJECT N Nl� 3A Acl, �T� MOUkA VhEW--------- 4 LOT SUBDIVISION --- -------- OF LOT 1 PROPOSED W-0., C�N R�TE�l ---------- SIDE —380-\ -------- 1p , . 1, , I , _ , MEADOWLAND �WALK ----- ----- ---------- PHASE,,l ROAD*AYA 0h;bIPQ, BUSINESS PARK Ifi - ------ VT RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON ---- ---------- ------- -------- VERMONT N L NIF ow PERTIES, Pr 7, .LC -J�l r LOT 1 -E ---------------- 3.1 ACRE --------- ------- A - ----------`-- r nou LOCATION MAP r _J• --------------- r Dm - --------- ---------- --- -------------------- ------------- ------------- 51 ----------- - LEGEND HDPE- ULVERT 1 1 'r;1I 4II-Ti '' II1IiII `! 1/ \% 1`I -IONS ---------- APPROMMATE PROPERTY LINE V -- ------ PROPOSED CONTOUR - ------------ Sloui4PU\RLII�GTO"N EYJS77NG CONTOUR _9LCT ---- PHASE 11 ROADWAYjk NG ---------- CURB Aj \Al/F f _J71 c v _j hEAL)TY bOhp. SWALE ------------- — --- — --- STREAM 7- L r - b-,l 7, WETLANDS OVERALL Ar:: ;j� WEMANDS BUFFER C _TJ SEWER MANHOLE PROPOSED 2 CATCH WIN r GRADING IOUT HYDRANT INGn DECIDUOUS TREE CONIFEROUS TREE PLAN tr, REAQ LORR� vc Q --I F A L_ 0 IRON ROD/PIPE FOUND CONCRETE MONUMENTFOUND SEPT. 18,201 AI4 1 P7 NE W VGRAPHIC SCALE 5A It 2.2 ACRES",,, I ?T-�B -no C1.3 IN FEf I i_b 'o ft 14183 0oa oNOq N I oSNg oo^ + m oO O,w ; S« �C Lwy aUi <� �G7 vU�i <. vnitl �6 d� Utl U NW » mW �� �> mW Un �> 3: as as as Sa 0. Sa aS as as a55a as — 10.DOVC — 90.00VC 300.00VC 1.70X 3.00X 3.00R 130.77SD 8.00X S.DOX 157.87M -&OOX -&DOX 390 000.00 SD l � 388 I I 378 374 -.- _..., -.... ... --_ -_ ----. `,.._.. .-.._... PI IOPOSElDRIVE 370 EX I ADOWLA VDDR. -" RE IX 382 1 354 _.. ___.. -_--- --- -.--._ ---- PROFILE -P PDS D HORL70NT SCALE 1"=40' III HOPE Nv.=381. x VERTICAL SC ALE., I 1"=41 3+00 a n n 0+50 o n 1+00 m of n 1+50 o n of n 2+00 0 n u n 2+50 0 n c n 3+00 � o w n 3+50 ♦ o e n 4+00 o n fc n 4+50 .r o m n 5+00 � o a n 5+50 o n o n 6+00 n ry n n PROPOSED ROAD PROFILE 1'=4O SITE ENGINEER: g� C sgi �n a+D � jw> CIVIL ENGINEERING ASSOCIATES. INC. F mGl 10 MASFIELD VIEW LANE, SOUTH SUROWTON, VT M403 VIW �� Bdtd8alJYJ FA%: B01A%11)f xeC' www.cse-N.com as as -3DO.00VC SAL 147.25SD 4.66X 390 CHRCCEO DSM -_-. 386 lPPROYER DSM OWNER/APPLICANT: 382 SOUTH BURLINGTON 378 REALTY CORP. WILLISTON, VERMONT 374 0.00 --1""-- PROJECT: 370 4 LOT SUBDIVISION q, 6 OFLOT 1 366 MEADOWLAND BUSINESS PARK ____ _^^ 362 VT. RTE. 116 - MEADOWLAND DRIVE \ SOUTH BURLINGTON VERMONT �» 358 89 _ EX !t! SDR 35 354 9 ( INV--358.31 (PER DESIGN PLAN) q f PRaec. INV NOT FIELD VERIFIED! I Locatlorv�, 8 33gg0 \ 7+00 7+50 8+00 m 8+50 9+00 n o 9+50 10+00 n LOCATION MAP 25' 3p Y 1 4' 1' 4' 1 Y 174r 1Y-0" Y 'r 1' 1.r TYPE � ert cons. wEAwno couRSE 2m TYPE ASIT CO 'BWE COURSE GRAVEL SHOULDER (TYPJ (LYP)P$OIL I FB-OF SLC II'PIAM MIX 1 4 4% f%. SLOPE 1%. SLOPE _ 4% 4 1 s 4% 2% 1 1( ......... ..... .. �1 1� h 3'MIN. 3'MIN. 4" PERF HD FILTER FABRIC OR PVC FOOTING DRAIN 18" OF 3LC 3" PLANT MIX `\\\\\ 1. T TYPICAL ROAD CROSS SECTION CA CH BASIN AT HIGH SIDE OF DRIVEWAY CROSSINGS NTS R.O.W ' 17 M E D SEP 3 0 2014 VJOT CO. DIL 111111 I SEPT. 18, 201 1" 40' C1A PRw. R°. 14183