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BATCH - Supplemental - 0060 Kimball Avenue
City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT05403 FAX 658-4748 PLANNER 658-7955 April 13, 1992 Mr. Patrick O'Brien P.O. Box 2184 South Burlington, Vermont. 05403 Re: Zoning appeal Dear Mr. O'Brien: ZONING ADMINISTRATOR 658-7958 Be advised that the South Burlington Zoning Board. of Adjustment will hold a public hearing at the City Offices, Conference Room. 575 Dorset Street on Monday, April 27, 199'' a-[. '1' : UU P.M. to consider your request for a zoning variance. F'I-a,-e plan to attend this hearing. i_ Richard Ward, Zoning Administrative Officer 1 Encl RW/mcp AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATERSHED MANAGEMENT DIVISION MAIN BUILDING, SECOND FLOOR ONE NATIONAL LIFE DRIVE MONTPELIER, VERMONT 05620-3522 NOTICE: DRAFT DISCHARGE PERMIT PUBLIC COMMENT PERIOD: August 2, 2013 - September 3, 2013 PERMITTEE INFORMATION PERMITTEE NAME PERMITTEE ADDRESS: PERMIT NUMBER: PROJECT ID NUMBER: DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary Vermont Association for the Blind & Visually Impaired 60 Kimball Avenue South Burlington, VT 05403 5717-INDS.R EJ08-0105 RECEIVING WATER: Groundwater in the Potash Brook Watershed EXPIRATION DATE: Five years from issuance date of final permit DESCRIPTION: This is a draft discharge permit proposed for issuance to Vermont Association for the Blind & Visually Impaired for the discharge of stormwater runoff from Vermont Association for the Blind & Visually Impaired office building located on Kimball Avenue in South Burlington, Vermont to groundwater in the Potash Brook watershed. The means of treatment includes a grass channel, filterstrip or settling basin and infiltration trenches. Discharge Permit 5717-INDS.R renews previously issued Discharge Permit 5717-INDS issued for the same project. TENTATIVE DETERMINATIONS The Secretary has determined that the permitted discharges satisfy Vermont's Anti -degradation Policy provided in Section 1-03 of the Vermont Water Quality Standards and the Department of Environmental Conservation's Interim Anti -degradation Implementation Procedure because the applicant has demonstrated how the proposed development will implement practices and offset projects as necessary to ensure water quality is maintained in receiving waters. In particular, the applicant has demonstrated how the proposed development will implement appropriate best management practices (BMPs) designed in accordance with the requirements of the Vermont Stormwater Management Manual, Volume I and as necessary offset projects in accordance with Chapter 22: Stormwater Management Rule for Stormwater-Impaired Waters. These BMPs and offset projects where necessary will manage and mitigate the proposed stormwater discharge from the project such that no lowering of water quality is expected to occur•in the receiving waters. FURTHER INFORMATION For information on the application, access to related documents, including the draft permit, the Vermont Water Quality Standards (including § 1-03 Anti -degradation Policy) or the Vermont Stormwater Management Manual, interested persons should contact: Vermont Agency of Natural Resources Department of Environmental Conservation Watershed Management Division Main Building, Second Floor Montpelier, VT 05620-3522 Telephone: 802-828-153 5 Copies, obtained by calling (802) 828-1535, will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC INFORMATIONAL MEETINGS Written public comments on the proposed permit are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) September 3, 2013, by the Agency of Natural Resources, Department of Environmental Conservation, Watershed Management Division, Stormwater Management Program, Main Building, Second Floor, One National Life Drive, Montpelier, Vermont 05620-3522 or send via email to anr.wsmdstormwatercomments@state.vt.us. If sending by mail, the permit number should appear next to the VANR address on the envelope and on the first page of any submitted comments. If sending by e-mail, the permit number should appear on the subject line. All comments received by the above date will be considered in formulation of the final determinations. During the notice period, any person may submit a written request to this office for a public informational meeting to consider the proposed permit. The request must state the interest of the party filing such request and the reasons why a meeting is warranted. A public informational meeting will be held if there is a significant public interest (including the filing of requests or petitions for such meeting) in holding such a meeting. RIGHTS TO APPEAL At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny the permit. Renewable Energy Projects — Right to Appeal to Public Service Board Any appeal of this decision must be filed with the clerk of the Vermont Public Service Board pursuant to 10 V.S.A. §8506 within 30 days of the date of this decision. The appellant must file with the Clerk an original and six copies of its appeal. The appellant shall provide notice of the filing of an appeal in accordance with 10 V.S.A. §8504(c)(2), and shall also serve a copy of the Notice of Appeal on the Vermont Department of Public Service. For information, see the Rules and General orders of the Public Service Board available on line at www.psb.vermont.gov. The address for the Public Service Board is 112 State Street Montpelier, Vermont 05620-2701 (Tel. #802-828-2358). 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 appellant must attach to the Notice of Appeal the entry fee of $250.00, payable to the state of Vermont. 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 on line at www.vermontjudiciary.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660). David K. Mears, Commissioner Department of Environmental Conservation T W®' N southburlington PLANNING & ZONING January 13, 2009 Chip Dillon Neagley & Chase PO Box 2283 South Burlington, VT 05407 Re: Site Plan Application #SP-09-02, 60 Kimball Avenue Dear Mr. Dillon: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer on January 13, 2009. Please note the conditions of approval including that a zoninq permit must be obtained within six (6) months If you have any questions, please contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802,846.4106 fax 802.846.4101 www.sburl.com Site Plan Application Permit Number SP- Q q APPLICATION FOR SITE 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 site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): VtiR-Mm1JT �SSOGIAY�� J r0a_ T",- 1� q4Sy�6-0_11 Y $,A PA% 3'1 t ,tw wo o!a Ave., & g PL u ►J r_Y!I N 54 a i Y).3 13S5t Ss63- tAT1 �nx 2. LOCATION OF LAST RECORDED DEED (Book and page #): 3. APPLICANT (Name, mailing address, phone and fax #): N + CK,,st Cmjsrft_,,�r,40 C.o P. 0. `i>G. 2-7-T3 S, 8ut�uut : 0J 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Li,t.P btL`0Q , P",J-«r PMANAL�2 b 5T - -4 tA2 x kh b S-V - 6 3A8 PA X Ub%LL430M W Ar—LEYGft RSA . GOM a. Contact e-mail address: 5. PROJECT STREET ADDRESS: U O 1� Av 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1%0 - Ono 5D 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): ArNmi_w� S�Y—E PIP0J 'Ty G-E_VLeL`. Mtya2. "1._%YTyc.Y"tQIJ ANrosrlAi1 rs iWC-Lu4iQc. Aevksc�J� wATck- d-- sCwe(L l'1t - im L_OG.A'r%tlWS . GRADING. AWN D ILN(W 9.G.t Ko1L skaw Sr2Alc NY�1J�j StbirkaAI_1CI BUS S'TZP Ati16 (ewc_LOSe-N, biJmP5TtfL FAb- Site Plan Application b. Existing Uses on Property (including description and size of each separate use): p2���ays�y 0vew c-sNrL�t I7-,80C1 s.F, or-vtti!� 6U����►.sc. is P� t- 5P— 019— kZ, c. Proposed Uses on property (include description and size of each new use and existing uses to remain): 1 Z, Oco s .r-. 13LdGG _ d. Total building square footage on property (proposed buildings and existing buildings to remain): t4f 0-00 s,I:. uf=rIC.-. G%-AC. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 1 sm rt-r Ili tld� tkVS`r`: C'("DE 'j"' 1-5 i3LDc, .}--5 wr, f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): ZZ CMP,-O'f S 5-001, or-r-Ic.E7 O C-0W%PAay Jkt4T' —S' h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE Total Parcel Size: 101093a Sq. Ft. a. Building: Existing % Proposed r► , SS % / (� sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing L % / 0 sq. ft. Proposed '3z.1 % / L t.5 sq. ft. c. Front yard (along each street) Existing U % / 4 sq. ft. Proposed g'A % 3 sq. ft. E Site Plan Application d. Total area to be disturbed during construction (sq. ft.) 5`1006C * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ ZAy 1 A5 c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC 1, 1,6,00. 00 a. Average daily traffic for entire property (in and out) b. A.M. Peak hour for entire property (in and out): 16Z Z c. P.M. Peak hour for entire property (In and out): Zz� 11. PEAK HOURS OF OPERATION: 'K nM — 9-p 12. PEAK DAYS OF OPERATION: M0N rr, 13. ESTIMATED PROJECT COMPLETION DATE: ZOC: `i 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) j SP 01 3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). S6t ArrACAA �J� orLA,k-� IW(, G- Z t>.A,r'eh. (z�io(0?, .5%rE� PLA►.1 d- U tL%T`( PLiA►. sY K2e ss d— LAosi oc, 4 Site Plan Application 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. -A� L SIGNATURE OF APPLIC NT SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: Development Review Board l Administrative Officer I have reviewed this site plan application and find it to be: i Complete ,,,Director ❑ Incomplete ON nning &'Zoning or Designee `Date 5 Site Plan Application WN:u:11111r_l SITE PLAN The following information must be shown on the site plan. Please submit five (5) copies and one reduced copy (11" x 17") of the site plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. o Lot drawn to scale (20 feet scale if possible) o Survey data (distance and acreage) o Contours (existing and finished) o Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the zoning regulations o Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping o Existing and proposed curb cuts, pavement, walkways o Zoning boundaries o Number and location of parking spaces (as required under Section 26.25 of the zoning regulations) o Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning regulations) o Location of septic tanks (if applicable) o Location of any easements o Lot coverage information: Building footprint, total lot, and front yard o North arrow o Name of person or firm preparing site plan and date o Exterior lighting details (cut sheets). All lights should be down casting and shielded. o Dumpster locations (dumpsters must be screened) o Bicycle rack as required under Section 26.253(b) of the zoning regulations o If Restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ❑ Site Plan $ 186* ❑ Amended Site Plan $ 186* administrative Site Plan $ 86* * Includes $11.00 recording fee ---- curb seL.9¢i as neces y ro - _llwencter�lw7 excawm a - 332 nect �_ i rra,, eeptn, t,Re aria - - - - - - - - - - - - - -'•'- - - - - - - o T xotlon of 11 water magi _ -_- - -�,• __- - - - - - - --N r 33 4 ^ JJ4.5 J RknOi 4. Knew t�pM9 sYero - . d Ex. sun C �Kimb gg e J77 Bt - New 5'y wo/kc�t etc s e x Oed ' M J ' l Rim JJJ 9J all r4 venue Inv in J74.7J (10 - - _ -.�-- __ - S- Inv. ,�7F7T(6 En'sf' 10" sanitary sewx s=a.oaJ -. - - 5 __._ - E ._.-. �^ -_ 5- fo cu C TA - -tors afcp C J2 4 �)- so"'tenond restoro (6=eorti_ i.. �5 -. t-ond curb -- - -_. ExistM�10' tonif s Inv. M J14.9J ((, CB/J Rkn JJ4.IJ New Mv. n - Mv. M J1J 95i ; - III errrureee by wot- re.-dcs s=0.00J Restore d n,,bed concrete (B"wertj �. Msfo//oliwr. /n v. out J74.68 (JOJ 0, lion(- W My M J776t (r2"J J14.9. Caro one boot new Mv. art J1J7 ✓ se M.. M J77et ' f ( Jo) �` recesree aura yard Ex. ,a Tram s=0.005 /n v. out J1l. at -�--st- -i t- !B".s:�c_ s=0.005-a _- st- - - - OT125=INS-J M.&h eewt g y- tbg fe ewdk _ -- - -- - New Yord Drains - m RJ \ New PYC SOR JS- N w B" PYC 50.4 JS __mow Mv. B" ---- /n J29.7 29.7 W ,roan. r-a oar 1 i'4 .. waredMe c,sQ o & .041 sfa - \ fi- -- - - - roNde fre at Tee _ ae .�a+de or I I _ _ _ a., - avNat - -- �S- �33Y sn /'- -Y prnieer siry. - ' - ---- -- ¢MtteL--- ��- ------ J I 1- N/ , I —�---3J2 - ---- nv. -3 I Ex2r1M� �' o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o n o I \\ ronsi � -- o.°a vty.o.o.otyo,aoty.aa.o�,aaa nbo\yotyoaaaa o�ya.aao:a n..aoaoo.a,ea a. � I _- _333- I/ I\ I -332 Ga - _ - I s, - - --- - - -3]4-- 33__' ;svM ♦ I I I I I 7RY COURTYARD `G � •/ � � r I 1 I I I' / Q 3" J � /� � ♦, 1JI1 � � 1��� —_ h g t �a � I•I r I� � del �11 1 vv ` Provos d Bui/din V vv ��Gvv 1 ,000 S.F. 50' FF .336.0 nd V i� V A V A\\ I I ,y rb _w •� i / i d I \ _ LIJS.S _------------ 3� f Jy'jnP I �i f ¢5 -331 \ \ \\ \P\y TRANSFORMER vv �%\\A g3 k \ \ \ Trash area. like J77.0 J�" \ x/ 7 \ \♦\\� \ .dab,°�.an.a yw.b a:a.° o.�a°°OaOaUOaO�O° \ )� \ �\ ------ - - --- Notes: 3. \ _ -_-� - --_-_ --- 1. the location and materials of existing utilities is not warranted to be exact or complete. the Contractor \ _ shall held locate al/ utilities and be solely responsible t \ , Rip rap for all existing utilities and their uninterrupted services. fie Contractor shall contact DIG SAFE prior to spreader commencing any work. 2 this plan is in no way a boundary survey. \ \ a• J. A// water line and related work to be performed in accordance with the Chomplain Water District _ Specifications and Details for the Installation of ♦ ' Water lines and Appurtenances. " 4. /t is a violation to d'scho ge chlorinated waters into waters of the State. All water used during ✓/ shng \ \ and testing of the new woter line must be / ♦, dech/orinoted prior to entering ony water of the State. / 5 Refer to Landscape Plan and Lighting Plan for details - of plantings and lights. Jw / 'are-t ter pre-treatment settling basin fined with no rap. New starmwoter inI/frotion\ chambers /2 (ARC HCJ. Use 4 rows, 60' long. \ Connect ends w/ 6" HOPE �p/pe. Inv J24.5 a a'rh, Location Moo_ N. rs NO7F Record water tine swing tie Information provided by Neog/ey Chose Construction Legend - - Apprax Prperty Line o, Power pole -w - g8- w--- Existing Water Line/gate wive 112 Survey Contra/ Point -W- - VFW- Proposed Water Line/gate wive Existing hyd ant - - r. -- JQ 6 --- Existing Gas Line Proposed hydrant - G G - New Gas Line ❑ Concrete monument ,-WY�1 Existing tree line O Iron pipe ry,y� Clearing Emits -s oroinoge flow -s --- --5 -- Existing Sewer Line/manhole 337.5 Finish grade spot a/emban Proposed Sewer Line/manhole - Sign ---nr -- o-r--- Existing e/ectnca//te/ephone -EtrF- -ftrr- New alectri-11telephone ' New budding mounted light --- Sr - Sr CF - Existing Storm L/ne%atch basin New bollard light -ST®Sr-o- Proposed Storm Line/catch basin New pole mounted light -35' Existing Contour _.----338 Proposed Contour - New buddng -- - Class 2 wellond �VJ+ /, v_ New Paroment .,= -'--- -.-,-.- Class 2 wet/and buffer New sidwalk flood plain overlay -A Archoeolog/cal butler line New storm water o°o°o°a°o inh%tration chambers New rip rap 0' 20' 40' Bo' 120' - -� - Bar Scale 1" - 20- Obe, a 100E / 1,1/ B 1 od dw wa[edittMMMroMjB sn B / MY 7, 2008 Apra J. 2" wndbf, geeig u afy a 9e_ cdnmenh -MMfrofim swwh swh 51l2 /OBO 4/J/O8 NwM J7, 2008 NarM 1.x 1008 My-fs city stoN comments rM Jn7/OB / 0ofr rovised Desv/pNon Checked I, pate / Design S*H S/te & Utility Plan Drawn SIN/ _ checked _ _ Vermont Association for the Blind Scale '" _ 20,-- and Visually Impaired Date Feb. 20, 2008 Business Park North Cot J / Pro' ct 07189 _ K%nbatl Avenue South Burlington, ✓ermant XR�BS LANSING Consulting L'ngineers, Inc. g¢inStreet, Colchester, Vermont e ""y° C-2 05446 July 15, 2008 Mr. Scott Homsted Krebs & Lansing Consulting Engineers, Inc. 164 Main Street Colchester, VT 05446 RE: VT Association for the Blind Kimball Ave. So. Burlington Dear Scott: The South Burlington Water Department has reviewed the most recent set of revised plans for the above referenced project. Please find my comments below. 1. The current set of plans for the above referenced project is acceptable to this department relative to all water related activity provided the changes or corrections included in this letter have been addressed, including: a. Sheet C-2: The 8"x6" reducer shall be connected to the swivel (anchor) tee with a foster adapter. b. The 6" service gate valve shall be attached to the 8"x6" reducer with a foster adapter. c. The hydrant gate valve shall be connected to the swivel (anchor) tee. d. Soil corrosiveness testing is required for this DI water main installation or the pipe shall be poly wrapped. 2. This Department shall be notified of any changes to this project with revised, updated hard copy plans for further review. 3. The SBWD shall be notified in advance to monitor and inspect the tap and all joints, fittings, appurtenances, thrust blocks, testing, and crossings prior to backfilling. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann Larose Plan reviews: VT Assoc for blind 7-08 AGENCY OF NATUR^ RESOURCES (ANR) AND NATURAI �ESOURCES BOARD http://www.ar Vvt.us/cIec/ead/pa/index.htm / http://. W.nrb.state.vt.us/ PROJECT REVIEW SHEET THIS IS NOT A PERMIT TOTAL # OF DEC PERMITS: PRE -APPLICATION REVIEW: RESPONSE DATE: PENDING APPLICATION #: WW-4-3048 DISTRICT: TOWN: South Burlington PIN: EJ08-0105 OWNER OF PROJECT SITE: APPLICANT OR REPRESENTATIVE: (Name) O'Brien Brothers Partnership (Name) Stephanie O'Brien (Address) PO BOX 2184 (Address) (Town) (State) (Zip) South Burlington VT 05407 (Town) (State) (Zip) —(Telephone) (802)-658-5000 (Telephone) Pro ect Name: Lot 3 Based on a written or oral request or information provided by Scott Homsted, received on 4/25/2008, a project was reviewed on a tract/tracts of land of 2.34 acres, located on 60 Kimball Ave. The project is generally described as: Permit proposed 12,000 sf commercial use building with a maximum of 42 employees served by municipal water supply and wastewater disposal. Prior permits from this office: 4C0310, 5717-INDS, 5776-9020 PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION ® I hereby request a jurisdictional opinion from the District Coordinator or 'sist',nt;District Coordinator regarding the jurisdiction of 10 V.S.A. Chapter 151 (Act 250) over the project described above. x. / ❑ Lando 'edAgent ® Permit Specialist ❑ Other Person 1. ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION, AND A WRITTEN REQUEST FROM THE ANR PERMIT SPECIALIST, THE LANDOWNER/AGENT, OR OTHER PERSON. ANY NOTIFIED PARTY OR INTERESTED PERSON AFFECTED BY THE OUTCOME MAY REQUEST RECONSIDERATION FROM THE DISTRICT COORDINATOR (10 V.S.A. § 6007 (c) AND ACT 250 RULE 3 (C)) OR MAY APPEAL TO THE ENVIRONMENTAL COURT WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V. S.A. Chapter 220). (##47) ** Project:'SeCommercial ❑ Residential ❑ Municipal Has the landowner subdivided before? ❑ Yes ❑ No When/where: # of lots: AN ACT 250 PERMIT IS REQUIRED: `Yes ❑ No Copies sent to Statutory Parties: ❑ Yes �R"No BASIS FOR DECISION: SIGNATURE: }`y� .�«-� DATE: ADDRESS: District# Environmental Commission District Coordinator Tefephone: i' 2., WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED? ® Yes ❑ No ® Wastewater System and Potable Water Supply Permit (11 & #2 ❑ Notice of Permit Requirements (deferral language ) (#2) ❑ Floor Drains (#1.2) ❑ Campgrounds (#3j ❑ Extension of sewer lines (k REGIONAL ENGINEER ASSIGNED. Ernest Christianson SIGNATURE: ) I"" -�— / DATE: 5-8-08 ADDRESS: Dept. of Environmental Conservation ® Environmental Aois nde Office, Permit Specialist Jeff McMahon Telephone: 802-879-5676 ❑ Wastewater Manage ent Division, Telephone: 802-879-5656 OVER »»»»»»» **NOTE: NUMBERS IN PARENTHESES (#) REFER TO PERMIT INFORMATION SHEETS IN THE VERMONT PERMIT HANDBOOK http://www.anr.state.vt.us/dec/permit hb/index.htm THIS IS A PRELIMINARY, NON-BIND16' )ETERMINATION REGARDING OTHER PEP JS WHICH YOU MAY NEED PRIOR TO COMMENCEMENT OF CON' UCTION. PLEASE CONTACT THE DEPAR i ... NTS INDICATED BELOW. 3. WASTEWATER MANAGEMENT DIVISION, ANR (802-241-3822) Contact: ❑ Discharge Permits: pretreatment; industrial, municipal (#7_1, 7_2, & 8) ❑ Indirect Discharge Permits (#9 & 9_1) ❑ Residuals Management (#10) 4. AIR POLLUTION CONTROL DIVISION, ANR (888-520-4879) Contact: _ ❑ Construction/modification of source J#14) ❑ Open Burning (#18) ❑ Wood Chip Burners (>90 HP) (#14) ❑ Furnace Boiler Conversion/installation (i#14) ❑ Industrial Process Air Emissions (#14) ❑ Diesel Engines (>450 bHP) #14) A) WATER SUPPLY DIVISION, ANR (802-241-3400) (800-823-6500 in VT) Contact: ® New Hydrants (#22) ❑ >500' waterline construction (#22) ❑ Community Water System (CWS) ❑ Bottled Water (#20) ❑ Operating permit C#21) ❑ Transient Non -Community water system (TNC) (#21) ❑ Capacity Review for Non -transient non -community water systems (NTNC) C#21) 6 WATER QUALITY DIVISION, ANR STORMWATER PERMITS (#6 — 6.5 ) Contact: Contact: Matt DeWolfe 802-879-5659 ❑ Flood Plains (241-3759) ❑ Ponds (#32.1) ® Construction General Permits >1AC of disturbance (#6.1) ❑ Shoreland Encroachment (241-3777) Steve Hanna (#28) ?® Stormwater from new development or redevelopment sites #( 6.2 & 6_3) ® Wetlands (241-3770) C#29) Julie Foley 802-879-5650 ❑ Multi -Sector General Permit (MSGP) industrial activities w/ SIC codes (#6.4) ❑ Stream Alteration / Section 401 Water Quality Certification / Stream Crossing Structures (476-2679 / 879-5631 / 786-5906) (#27 & 32) t. WASTE MANAGEMENT DIVISION, ANR Contact: Dennis Fekert 241-1493 ❑ Hazardous Waste Handler site ID (241-3888) (#36) ❑ Underground Storage Tanks (241-3888) June Reilly (#33) ❑ Lined landfills; transfer stations, recycling facilities drop off (241-3444) (#37,39,40) ❑ Asbestos Disposal (241-3444) �isposal of inert waste, untreated wood & stumps (241-3444) (#41 & 44) El Composting Facilities (241-3444) (#43) ❑ Waste oil burning (241-3888) ❑ Waste transporter permit (#35) ❑ Demolition waste 241-3477 ❑ Used septic system components/stone (#41) 8. FACILITIES ENGINEERING DIVISION, ANR Contact: _ ❑ Dam operations (greater than 500,000 cu. ft.) (241-3451) (#45) ❑ State -funded municipal water/sewer extensions/upgrades and Pollution Control Systems (241-3750) 9. POLLUTION PREVENTION & MERCURY DISPOSAL HOTLINE (1-800-974-9559) (#46) Contact: SMALL BUSINESS & MUNICIPAL COMPLIANCE ASSISTANCE (1-800-974-9559) Contact: RECYCLING HOTLINE (1-800-932-7100) Contact: 10. FISH & WILDLIFE DEPARTMENT (802-241-3700) ❑ Nongame & Natural Heritage Program (Threatened & Endangered Species) #47A) Judy Mirro/John Daly Contact : ❑ Stream Obstruction Approval (#47.5) Z DEPARTMENT OF PUBLIC SAFETY (802-479-7561) or District Office 879-2300 Contact: onstruction Permit fire prevention, electrical, plumbing, accessibility (Americans with Disabilities Act) (#49, 50, 50_1, 50.2) OS torage of flammable liquids, explosives ❑ LID Gas Storage ❑ Plumbing in residences served by public water/sewer with 10 or more customers #( 50.2) ❑ Boilers and pressure vessels (#50.3) 12. DEPARTMENT OF HEALTH (800-439-8550 in VT) (802-863-7221) (Lab 800-660-9997) Contact: ❑ Food, lodging, bakeries, food processors L#51, 51.1, 52, 53, 53 1) ❑ Program for asbestos control & lead certification (#54, 55, 55.1) ❑ Children's camps ❑Hot Tub Installation & Inspection — Commercial (#51.1) 13. AGENCY OF HUMAN SERVICES Contact: _ ❑ Child care facilities (1-800-649-2642 or 802-241-2159) (#57) ❑ Residential care homes (241-2345) (Dept. of Aging & Disabilities) (#59) ❑ Nursing Homes (241-2345) (#59) ❑ Assisted Living and Therapeutic Community Residences (241-2345) (#59) 14. AGENCY OF TRANSPORTATION Contact: ❑ Access to state highways (residential, commercial) (828-2653) (#66) ❑ Junkyards (828-2053) (#62) ❑ Signs (Travel Information Council) (828-2651) (#63) ❑ Railroad crossings (828-2710) (#64) ❑ Development within 500' of a limited access highway (828-2653) (#61) ❑ Airports and landing strips (828-2833) (#65) ❑ Construction within state highway right-of-way (Utilities, Grading, etc.) (828-2653) (#66) ❑ Motor vehicle dealer license (828-2067) (#68) 15. DEPARTMENT OF AGRICULTURE (800-675-9873 OR 802-828-3429) Contact: ❑ Use/sale of Pesticides (828-3429) (#72, 73, 74, 75, 76, 77, 78) ❑ Slaughter houses, poultry processing (828-3429) (#81) ❑ Milk Processing Facilities (828-3429) (#831 83.1, 85, 87) ❑ Animal shelters/pet merchant/livestock dealers (828-3429) L89, 89 1) ❑ Golf Courses (828-2431) (#71) Green Houses/Nurseries (828-2431)(#79) ❑ Weights and measures, Gas Pumps, Scales (828-2436) (#88) ❑ Medium and Large Farm Operations (828-2431) ❑ Retail Sales/Milk/Meat/Poultry/Frozen Dessert/Class 'C" Pesticides (828-3429) (#75.1, 80, 16. VERMONT ENERGY CODE ASSSISTANCE CENTER TOLL FREE 888-373-2255 ❑ VT Building Energy Standards (#47.2) 17. DIVISION FOR HISTORIC PRESERVATION (802-828-3211) ❑ Historic Buildings (#47.1 & 101) ❑ Archeological Sites (#47.1 & 101) 18. DEPARTMENT OF LIQUOR CONTROL (1-800-832-2339) ❑ Liquor Licenses (#90) ❑ General Info (1-800-642-3134) 19. SECRETARY OF STATE (1-802-828-2386) ❑ Business Registration (#90.1) ❑ Professional Boards (1-800-439-8683) (#90.2) 20. DEPARTMENT OF TAXES (802-828-2551 & 828-5787) ❑ Income & business taxes (sales, meals/ rooms, etc) (#91, 92, 93, 94, 95, 96) a-DEPARTMENTOF MOTOR VEHICLES (802-828-2070) ElFuel Taxes; Commercial Vehicle (#69-70) LOCAL PERMITS (SEE YOUR TOWN CLERK, ZONING ADMINISTRATOR, PLANNING COMMISSION, OR PUBLIC WORKS) 1 U.S. ARMY CORPS OF ENGINEERS, 8 Carmichael St., Ste. 205, Essex Jct., VT 05452 (802) 872-2893 (#97, 98, & 99) 4. OTHER: _ Sections #3424 above have been completed by Permit Specialist Jeff McMahon Date: 5-8-08 1 may be reached at 802-8- Copies have been mailed to: _ _ _ — Revised 6/06 Bond No. 0120263 LANDSCAPING BOND KNOW ALL MEN BY THESE PRESENTS, THAT, . Neagle-y .& Chase Construction Company as Principal, and —Acadia Insuransg CoM an�v_ , as Surety, are held and firmly bound unto the Vermont Association for the Blind and Visually Impaired .48.-OWigee, in the full and just sum of Twenty Five Thousand Five Hundred Sixty and no Pnrs 425,560.00) for the payment of which sum, well and truly to be made, the said principal and Surety bind themselves, and their respective heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a contracted dated 6�3D/Os to construct specified landscaping at Vermont Association for the Blind and Visually Impaired 60 Kimball Avenue, South Burlington, VT 05403 —as described in the specifications. And, Whereas, Principal is required to provide security in the amount of Twenty Five Thousand Five_Hundred Sixty and no cents ---- dollars ( $25, 560 0)D as performance guarantee that such work will be performed in accordance with the Site Plan. NOW, THEREFORE, the condition of this obligation is such that, if Principal shall faithfully perform such work in accordance with the aforementioned Site Plan, then this obligation shall be void; otherwise to remain in full force and effect for a period of three years from June 30 , 2008 to_ June 30, 2011 Signed, sealed, and dated this . 3oth day of June, 2008 Witness: Witness: Vanessa Maxham Neaglev & Chase Construction Company B3(�L7221J Q.� ,'�'-- (Seal) .00 Adam C . Osha, Attomey-in.-Fact eal) "�.aooa00000000��o000000000000r �oo�ar�00000aoo IJ IJ r o LIMITED POWER OF ATTORNEY POA #5252-5 0 El Acadia Insurance Company El MWestbrook, Maine N Q WARNING: THIS POWER INVALID IF NOT PRINTED ON GREEN BACKGROUND WITH GREEN BORDER 0 El El KNOW ALL MEN BY THESE PRESENTS: that Acadia Insurance Company, a corporation organized under the laws of the State of New Hampshire, having its principal office in the City of Bedford, New Hampshire (the "Company"), does hereby make, constitute and appoint El Q Sandra D. nelisle, Kathryn J. Gordon, Adam C. Osha, Christine M. Slocum, Marsha A. Spear of White River Junction, Vermont 13 lathti ichlally, its true and lawful Attorney -in -Fact, with the power and authority hereby conferred, to sign; execute, acknowledge and deliver for and on its behalf, as surety, any and all bonds, 1ugm4ances, stipulations, and suretyship undertakings and obligations of all kinds, excluding, however, any bonds or undertakings guaranteeing payment of loans, notes or other evidences of a inebtedness or the interest thereon, provided, however, that the authority granted hereunder isexpresslymade subject to the following limitations. El Single Obligation Limit$20,000,000 N- I ypes of bonds, recogriizances stipulations and undertakings excluded None 0 Acadia insurance Company further certifies that this Power ofAttorney is granted and is executed and sealed under and by authority of the following resolutions adopted by the Board of 0 Ducclors of Acadia Insurance Company at a meeting duly called and held on the I" day of December 1993, to wit. RESOLVED: That any one of the president executive vice president or vice president, underwriting may appoint attorneys -in -fact or agents with authority as defined or limited in M El stipulations, instrument evidencing the appointment in each case, for and on behalf of the Company to execute and deliver and affix the seal of the Company to bonds, M stipulations,l ecognizances and suretyship undertakings and obligations of all kinds, and any one of said-officerslriay remove any such attorney-m-factor agent and 0 revoke any power of attorney previously granted to such person, whether or not such officer appointed the attorney -in -fact or agent Q RESOLVED: That any bond, recognizance, stipulation or suretyship undertaking or obligation shall be valid and binding upon the Company, 0.:-.: (i) when signed. by any one ofthe president, executive vicepresident or vice president, underwriting and seated with the Company seal or Q 0 (ii) when duly executed and seated with the Company seal by one or more attorneys -in -fact or agents pursuant to and within the limns of authority evidenced by the power of attorney issued by the Company to such: person or persons, a certified copy of which power of attorney must be attached thereto in order for such obligation to be binding upon the Company. 0 0 0 RESOLVED; : That the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company and such signature and seal then so used shall have the El Nsame force and eflect as though manually affixed. ElIN WITNESS WHEREOF, Acadia li„omaffixed m nce Company has caused its corporate seal to be hereunto axed and these presents to be duly executed by its duly authorized officer as of the 51h day 13 El of Eebivary, 2008. 13 \\\pxxx0`S�jRIAtNIC���0���� Acadia Insurance Company 0 �P: ••El ORPOR '• O ''',, 0 'C)•? �•� 0 (C ultimate Seal) Q • ❑ I El Q til'ATGOF New Hampshire -. • • � Q 11I1 1.SBOROUGH COUNTY El 0'////>tt9t9Nt\Ux�xx````\\\\ By William C. Thornton, Its President — -- _ . _ - -__ _ _ El 0 On this day, before the undersigned, a Notary Public in and for said District, personally appeared the above named officer of Acadia Insurance Company, to me personally known to be the I individual and officer ,Oo executed the preceding instrument, and i,cknovledged tine execution 'of said instiiunent to; be the voluutaty act and deed of the Acadia insurance Conipany and his 0 Voluntary act and deed as an officer of said corporation, and that the seal of said corporation was affixed to said instrument by the authority and direction of the said corporation. a Witness my hand and my Notarial Seal at Westbrook, Maine, the day and year last written above. 0 (Notary Seal) El JOHNATHAN R. TAYLOR f _,, 0 Notary Public, Maine El My Commission Expires July 13, 2014, 0 El Notary Public El CERTIFICATE N 13 O The undersigned, being the Attorney-m-Fact'identified in the foregoing Limited Power of Attorney does hereby certify that the orilmlal PowZey,ofwi' heforegoing is a full, true and O con rest copy, is in full force and effect as of the date hereof. In tvtnrss whereof, 1 have her subscribed my naine ill such capacity this 30 tbay of one A-20 8' 0 0 El Attorne - a El r (CorpoiatY Seal) I o_ o 0 no L000000000'oo00000000000o00000000o000000o00r J CITY ENGINEER'S COMMENTS Bill Szymanski VT ASSOCIATION FOR THE BLIND Kimball Avenue March 13, 2008 1. Add north arrow to plan sheet C-2. 2. Yard light pole bases shall clear water lines by at least five (5) feet. V 3. Existing sewer service stubs were installed 90 degrees to the main. 4. Project construction work shall conform to South Burlington specifications — not Colchester as plans state. 5. South Burlington standard bituminous pavement thickness total is 4 inches (2 '/2" base course, 1 '/2" surface course). 6. Sanitary sewer lines shall be bedded in % inch crushed stone — not sand. 7. Plans shall be stamped by the Engineer v1 C u i G �� e Lys i YcaGcl Uib c- I� z � e, 7b "Ve ✓ YER MO?4T IMPACT &PERMIT FEES WORK SHEET Zoning Permit @ $500/SFD OR $3/50/MMF unit l d�7 .�• �� �%d � � I Z4C . 4'� Permit Recording Fee = $11.00 it .dc_ j- 1Z4, 00 Sewer Impact Fee (#204) = bedrooms x �Kg.p.d. x $4.60 Bartlett Bay Plant: Airport Parkway Plant: Z School Impact Fee (#222) Recreation Impact Fee (#220) South Village Recreation Impact Fee (#243) Road Impact Fee (#221) %� 7 Fire Protection Fee (#203) YAK a �, QSSt Z Dorset Street Waterline Fee (#230) _ Sewer Inspection Fee = $25.00 Sewer Inspection Recording Fee = $11.00 TOTAL _ Z0 `104, 07 Property Address: bo - NV Property Owner: �` �FLo.s kI& I 1"?W cc, .i Z ".,I (,I 33 4.3 ,cj9q.0-✓ e.. V F R M 0 N T IMPACT & PERMIT FEES WORK SHEET Zoning Permit @ $500/SFD OR $350/MF unit Permit Recording Fee = $11.00 Sewer Impact Fee (#204) _ — bedrooms x _g.p.d. x $4.60 = Bartlett Bay Plant: Airport Parkway Plant: — School Impact Fee (#222) Recreation Impact Fee (#220) South Village Recreation Impact Fee (#243()) Road Impact Fee (#221) Fire Protection Fee (#203) ��gl Dorset Street Waterline Fee (#230) Sewer Inspection Fee = $25.00 Sewer Inspection Recording Fee = $11.00 / X TOTAL Property Address: Property Owner: South Burlington Planning Zoning New Non -Residential Construction Impact Fees Grand List April 1, 2009 Project Name & Address I6o Kimball Ave. Property Owner I O'Brien Bros. Effective Date TOTAL IMPACT FEE 1 $17,423.671 Value of New Construction: TvDe of Construction Type of Use Fireproofed Steel Skeleton or Reinforced Concrete Masonry or Concrete SF Bearing SF Wall Structure Wood Frame Structure SF Pre -Fab Steel Structure SF Industrial Manufacturin 66 69 S65 S64 Engineering & Research 88 S96 93 S88 General Office S123 12,000 S113 silo S104 Medical Office S133 S71 S69 S67 General Retail S84 54 S51 S41 Auto Service Facility 84 81 S78 Elder Care Facility�Sl S74 S72 S72 Motel Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: PM Peak Hour VTEs Past payments credit: Future payments credit: 17.88 $97.34 $1,837.74 1 $1,476,00 $3,690,000. $210, 00 $1,686,000.00 $7o8.12 81.2 ;. South Burlington Planning Zoning New Non -Residential Construction Impact Fees Grand List April 1, 2009 OTHER CREDITS: ROAD IMPACT FEE: $15,942.42 c, . Rom; . Y-i P..,Lss 9 - 1 Aw-<.ksjc- A% � 4 WLA Llzuu c% CITY ENGINEER'S COMMENTS Bill Szymanski VT ASSOCIATION FOR THE BLIND Kimball Avenue March 13, 2008 ✓1. Add north arrow to plan sheet C-2. ,f 2. Yard light pole bases shall clear water lines by at least five (5) feet. 3. Existing sewer service stubs were installed 90 degrees to the main. J 4. Project construction work shall conform to qo uth Riirlington specifications — not Colchester as plans state. 5. South Burlington standard bituminous pavement (2 Y2" base course, 1 '/" surface course). ess total is 4 inches oa 6. Sanitary sewer lines shall be bedded in 3/ inch crushed stone — not sand. �`'"T `�" `'``�� / 7. Plans shall be stamped by the Engineer. South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 March 14, 2008 Mr. Ray Belair Planning and Zoning Department City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Vermont Association of the Blind Kimball Avenue Dear Ray: I have reviewed the plans for the construction of the building for the Vermont Association of the Blind on Kimball Avenue. I have the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. J 2. Automatic sprinklers per NFPA 13 ✓ 3. Full code compliant Fire Alarm System per NFPA 72. 4. Fire Alarm System panels and enunciator location(s) to be specified by SBFD. - � rs11 ��:x. ✓ 5. Fire Department Sprinkler Connection location to be specified by SBFD. - Lit-r c= rNrft-'I 6. Provide an emergency key box(s) for the building, location to be specified by - rxHr cIF Ltj�t SBFD. J 7. The proposed new fire hydrant as indicated on the site plans should be relocated to the "island" opposite the front door. - stir CZ 8. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. Page — 2 9. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of fire suppression equipment such as hoselines, portable and aerial ladders and other equipment. 10. Though I do not review building plans, I did review the floor plan submitted with these plans. As Fire Chief I am concerned that there are only two exits from this building. Though they may meet the fire and building code, given the anticipated clientele the number and arrangement of exits I feel that there could be some issues associated with emptying the building in a timely fashion. - :39 At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and the Vermont Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Fire Chief cvr'l AR3o21ST Vermont Assoc for the Blind TK Landscape & Associates 2/26/08 f Plans look good, the only recommendation I have would be to install a continuous planting pit 2-2.5 feet deep, filled with a auality loam or sand loam in the parking lot island _-- 04-02-'08 14:05 FROM-KREBS & LANSING 8028789618 SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 8644361 Fax: (802) 864-0435 February 26, 2008 Krebs & Lansing Consulting Engineers, Inc. 164 Main Street Colchester, VT 05446 RE: VT Association for the Blind ]Kimball Ave. So. Burlington Dear Sirs: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. The attached Application for Water Allocation must be completed and returned to J the South Burlington Water Department as soon as possible. As this project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All construction drawings and plans shall have a note saying `'All water line and related work to be performed in accordance with the Champlain Water District Specifications and Details for the Installation of Water lines and Appurtenances henceforth the "CWD Specification." 4. The CWD Specifications are applicable to all new construction and reconstruction of water infrastructure: Variations from the CWD Specifications will not be permitted except as provided within the CWD Specifications. The appropriate CWD Supervisor as defined in the CWD Specifications shall determine the acceptability of any deviation from the those specifications. Private water lines and appurtenances shall be designed to the same standards as public water lines and appurtenances. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 5. The project shall be constructed, completed, maintained, and operated in accordance with the approved plans. No changes shall be made in the project without the written approval of the appropriate CWD supervisor. A copy of the 04-02-' 08 14 ; 06 FROM-KREBS & LANSING ULV8!Jb1b 1 _0a) o ree,s/ 00a r -1aou final approved plans shall be submitted to the Department prior to construction of the water system improvements. 6. The applicant, developer or owner of record shall procure all permits, licenses, and easements that may be required to complete planned construction, including payment of all applicable fees, and shall comply with all conditions set forth in each permit. 7. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. 8. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April I without prior approval of the Superintendent. The appropriate CWD Supervisor may restrict work before Nove 15 and after April 1 during adverse weather conditions. 9. ht,fnch d larger Ductile Iron (DI) water pipe shall have no less than thr -3 b._ ras_—;vg es installed at each joint. Bury depth to the new mains shall be siX feet (6') to the top of the pipe: DI water pipe shall be Class 52, cement lined. Soil corrosiveness testing is required for this DI water main installation or the pipe shall be poly wrapped. 10. Stainless Steel tapping sleeves shall be used on Asbestos Cement (AC), Cast Iron (CI), Ductile Iron (DI) and P,VC C900 distribution mains. Sleeves shall be Powerseal Model 3490MJ Stainless Steel tap sleeve with mechanical joint outlet, or approved equal. 11. Mechanical joint restraints with twist off nuts shall be EBAA. or Sigma, or approved equal. 12. A six-inch (6) gate valve shall be installed to the downstream side of the fire hydrant tee and Vx6" reducer on the building service line. V 13. The proposed pole mounted light on the building side of the second 45-degree bend must not be installed closer than five -feet (5') from the proposed water line. 14. The proposed water line must not be installed closer than five -feet (5') from the existing concrete pad and utility pedestal. 15. It is a violation to discharge chlorinated water into waters of the state. All water used during flushing and testing of the new main must be dechlorinated prior to entering any water of the state. ✓ 16. Fire hydrant assemblies shall consist of an anchor tee or a Swivel Joint Hydrant Tee, a six-inch RW gate valve, the appropriate length of 6" DI pip_ e secured to the gate valve with the appropriate retaining glands, the fire hydrant, aaappropriate thrust block. All hydrants shall meet the aforementioned CWD Specifications, and an approved hydrant flag shall be supplied with each hydrant. Hydrant drains shall be plugged prior to installation. Note: Waterous fire hydrants must be installed with a "Boston Operating Nut." 17. The South Burlington 'Water Department ordinance states, "All water lines and appurtenances not located in the City right-of-way or public grounds shall be 04-02-' 08 14: 06 FROM-KREBS & LANSING 8028789518 ?00-q/00b I -Ub6 I � considered private pursuant to the ordinance and others of the City." Therefore, all water mains and appurtenances associated with this project shall be considered private, and subject to all associated fees and requirements. At this time private fire hydrants are assessed a $100 ner hvdrant annual fee. and fire snrinkler 18. Gate valves and curb stops outside of the City ROW must have a Warranty Deed filed for the South Burlington Water Department to gain access for operation in emergencies and for disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements set forth in State Statute Title 24 V.S.A. Chapter129, Uniform Water and Sewer Disconnect. 19. Fire flow conditions must be able to meet the requirements stated in the CWD Specifications, as well as meeting any conditions set forth by the Fire Department. This project is near the end of a Department created dead end line on Kimball Avenue, and therefore subject to all conditions create urine routine an emergency operations of fire hydrants on dead end lines, including but not limited to extreme pressure fluctuations, as well as water quality issues that might develop from love demands on non -looped lines. 20. No parallel underground utility shall be designed or installed within four feet (4') of the water main from either side, or above the water main from the bottom of the main to finish grade. The exceptions of storm sewer and sanitary sewer are only as allowed by the CAD Specifications and the VT Water Supply Rule. No building or structure shall be built above the water line or within the water line easement. Generally storm sewer and sanitary sewer will be designed to be installed with a five-foot (5') separation unless provisions have been included to allow for proper support of either the storm water or sewer structures or water lines in the event of a needed excavation of the water main. The gas line, telephone line, and electric service are not shown on these plans. No utility shall be placed within five feet of any gate valve or ten feet of ariy -fire hydrant. enerally, trees and shrubs shall not be -pace over 'any main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 21. Prior to any building construction, the building contractor must contact this Department to. discuss City requirements for meter sizing, meter settings, and backflow protection. 22. The SBWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, appurtenances, thrust blocks, water line crossings, and testing prior to occurrence or backfilling. 23. 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 1,000 feet of the new water main, plus one set from the end of the line and at least one set from each branch. All sample reports must be submitted to the appropriate Department prior to opening any connection to an existing water line. 24. Upon completion of the construction project, "Record Drawings" shall be supplied to the appropriate CWD supervisor in the form of one (1) hard copy and ,i one (1) electronic copy in Auto -CAD Version 2003 Format (.DWG) or newer. All IUli-WL- UO 1`3 , SU ! rrSUL'J-n11LDJ Oi 1jMi4-D-.14Q Ol'1L0 f OJu10 Record Drawings are to include valve ties, and manufacturer make and casting date for all gate valves. Location ties for all curb stops, and water shut offs (WSO's) shall also be provided on the Record Drawings. 25. Further review changes may be required as this project proceeds through the permit process. Future plans must include details and specifications as required in above. If you have any questions or I can be of further assistance, please call me. Sincerely, h/I /4U /�- � Jay Nadeau Superintendent CC. Cathy LaRose Bruce Hoar Doug Brent Enc. Plan Reviews: VT Assoc for Blind 2-08 Bond No. 0120263 LANDSCAPING BOND KNOW ALL MEN BY THESE PRESENTS, THAT, _ NeagleX _& Chase Construction Company . as Principal, and _.._.,_Acadia Insurance-.UU)"Ry , as Surety, are held and firmly bound unto the Vermont Association for the Blind and Visually Impaired .-as.OMigft, in the full and just sum of Twenty Five Thousand Five Hu r ay„ nd � 25,560.00) for the payment O r�g,d_,,Si a no rents which sum, well and truly to be made, the said Principal and Surety bind themselves, and their respective heirs administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a contracted dated 6/30/08 to construct specified landscaping at Vermont Association for the Blind and Visually Impaired 60 Kimball Avenue, South Burlington, VT 05403 was described in the specifications. And, Whereas, Principal is required to provide security in the amount of Twenty Five Thousand Five -Hundred Sixty and no cents ---- dollars ( $ 25 , 560_. 0)) as performance guarantee that such work will be performed in accordance with the Site Plan. NOW, THEREFORE, the condition of this obligation is such that, if Principal shall faithfully perform such worl in accordance with the aforementioned Site Plan, then this obligation shall be void; otherwise to remain in ful force and effect for a period of three years from June 30 , . 2008 to —June 30, 2011 Signed, sealed, and dated this 30:th day of June, 2008 Witness: Witness: Vanessa Maxham Neagley & Chase Construction Company B� �.�-�,� e_:' � � (Sal) Adam C . Osha, Attu{-$tff$c eat) r El LIMITED POWER OF ATTORNEY POA #5252-5 C Acadia Insurance Company C Westbrook, MaineI ❑ WARNING TIIIS POWER INVALID IF NOT PRINTED ONGRF,FN BACKGROUND WITH GREEN'BORDGR E El C KNOW ALL MEN BY THESE PRESENTS that Acadia Insurance Company, a corporation organvcd under the laws ofthe State of New I lampshn c, having its principal office in the City of Bedford, New Hampshire (the "Canpany"), does hereby make, constitute and appoint El Sandra D. Delisle, Kathryn J. Gordon, Adam C. Osha, Christine M. Slocum, Marsha A. Spear of White River Junction, Vermont Individually, its true and lawful Attorney-m-Fact, with the power and authority hereby conferred, to sign, execute acknowledge and deliver for and on its behalf, as surety, any and all bonds, r ecognizances, stipulations, and suretyslup undertakings and obligations ofall kinds, excluding, however, any bonds or undertakings guaranteeing payment of loans, notes or other evidences of L ❑ ndebtedness or the interest thereon; provided, however, that the authority granted hereunder is expressly made subject to the following Lmitations ❑ Single Obligation Limit ,$20,000,000 E "types of bonds, recognizances stipulations and undertakings excluded. fNone ❑ Acadia_ insurance Company further certifies that this Power of Attorney is granted'and is executed and sealed under and by authority ofthe following resolutions adopted by the Board of 0 Director, cif Acacia insurance Company at a meeling duly called and held on the I" day of December 1991, to wit: �., RESOLVi?D;. That any one ofthe president, executive vice president or vice president,underwriting may appoint attorneys -in fact or agents with authority as defined or limited in the- instrument evidencing the appointment in each case, for and on behalf of the Company to execute and deliver and affix the seal ofthe Company to bonds, ❑ - stipulations, recognizances and suretyship undertakings and obligations of all kinds, and any one of said officers may remove any such attorney -in -fact or agent and C ., ❑ `.'�;.$ revoke any power of attorney previously granted to such person, whether or not such officer appointed the attorney -in -fact or agent ([, �. That any bond, recognizance, stipulation or suretyship undertaking or obligation shall: be valid and binding upon the Company, RESOLVED:' Q,.. (i) when signed by any one ofthe president, executive vice president or vice president, underwriting and sealed with the Company seal, or E ❑ (ii) when duty executed and sealed with the Company seal by one or more attorneys -in fact or agents pursuant to and within the limns: of authority evidenced by the rC power of attorney issued by the Company to such person or persons, a certified copy of which power of attorney must be attached thereto in order for such obligation ,! to be binding upon the Company 1 <: RESOLVED: That the signature of any authorized officer and the seat ofthe Company may be affixed by facsimile to any power of attorney or certification thereofauthoriziug the E n execution and delivery of any bond,. undertaking, recognizance, or other suretyship obligations ofthe Company acid such signature and seal then so used shall have the same force and effect as though manually affixed '((('❑JJJ' I N Wi I NFSS WHEREOF, Acadia Insurance Company has caused its corporate seal to be hereunto affixed and these presents to be duly executed by its duly author zed officer as of the 5th day � Elol'Febriiary, 2008. `````awlrumunrnur/�/ �wRANCF Acadia Insurance Company ��i ILl �Q C ❑ E. (Corporate Seal) [3 STAT6:OF.New Hampshire �:. HILLSSOROUGH COUNTY 0 '','/'1/% 11((i19211t\\\\",\\ E3y William C. Thornton, Its President_,:._ — ----- -- 1 IOn this day, before the undersigned, a Notary Public in and for said District, personally appeared the above trained officer of Acadia Insurance Company, to me personally known to be the13 L ; individu'sl and officer who executed the preceding instrument, and acknowledged the execution of said ins tument .o be the voluntary act and deed of the Acadia insurance Company and his � voluntary act and deed as an officer of said corporation, and`that the seal of said corporation was affixed to said instrunent by the authority and direction ofthe said corporation.0 Witness my ]land and my Notarial Seal at Westbrook, Maine, the day and year last written: above. (Notary'Sealp JOHNATHAN R. TAYLOR C 0Notary Public, MaineEl r \ C �y Fg_ My Commission Expires July 13, 2014 ❑ �r�, c ❑��:. Notary Public CERTIFICATE i'he undersigned; being the Attomey-in=Fact identified in the foregoing, Limited Power of Attorney does hereby certify that the originalaPoweey, of w r , the foregoing is a ft ll, htiie and cot rest copy, is in full force and effect as of the date hereof ` I t f In witness whereof, I have hereunto subscribed my name m such capacity this 3t0 tbay of June 6 2 b88 0 C ❑ Attomey i - a E (Corporate Sea]) o E o L�Oo`oor�000t�ooa0000eto0o�0�0�000�0000ot�o��Qo� 4 State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective April 25, 2005 Permit Number: WW-4-3048 PIN: EJ08-0105 Landowner: O'Brien Brothers Partnership c/o Stephanie O'Brien PO Box 2184 South Burlington VT 05407 This permit affects property identified as Town Tax Parcel ID South Burlington: 0980-00050 and referenced in deeds recorded in Book 153 Page 71 of the Land Records in South Burlington, Vermont. This project, consisting of constructing a 12,000 square foot office building with a maximum of forty two employee served by municipal water and wastewater services located at 60 Kimball Ave in the City of South Burlington, Venmont, is hereby approved under the requirements of the regulations named above subject to the following conditions: L GENERAL 1. LThe project shall be completed as shown on the following plans and/or documents prepared by Krebs & Lansing Consulting Engineers, Inc. listed as follows: Project 07189, Drawing C-1 "Overall Site Plan" dated Feb. 20, 2008 last revised April 3, 2008; Drawing C-2 "Site & Utility Plan" dated Feb. 20, 2008 last revised April 3, 2008; Drawing C-4 "Details" dated Feb. 20, 2008 last revised April 3, 2008. 1.2.The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 1.3.This permit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, the Department Public Safety, Division of Fire Safety— telephone (802) 879-2300, and local officials rp for to proceeding with this project. 1.4.The conditions of this pennit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.5..By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vennont environmental and health statutes and regulations. Wastewater System and Potable Water Supply Pen -nit WW-4-3048 Page 2 1.6.A copy of the approved plans and this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local officials. 1.7.This pen -nit may be revoked if it is determined that the project does not comply with these rules. In issuing this pennit, the Division has relied solely upon the licensed designer's certification that the design -related infonnation submitted was tnie and correct and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. 1.8.Any person aggrieved by this permit may appeal to the Environmental Court within 30 days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 220 and the Vermont Rules of Environmental Court Proceedings. IWATER SUPPLY 2.l.No permit issued by the Secretary shall remain valid after substantial completion of a potable water supply until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the permit, that states: " I hereby certify that in the exercise of my reasonable professional judgment the installation - related information submitted is true and correct and the potable water supply was installed in accordance with: the permitted design and all pen -nit conditions; or record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other permit conditions; was inspected; was properly tested; and has successfully met those performance tests." This certification shall include the water service line to the stricture. 2.2.This project is approved for connection to the South Burlington municipal water system as depicted on the approved plans. The project is approved for a maximum of 567 gallons of water per day. No changes to the water supply shall be allowed without prior review and approval by the Wastewater Management Division. 2.3.The water main extension is approved provided the water main extension is constructed in strict accordance with the Agency of Natural Resources, Water Supply Division's "Public Water System Permit to Construct " Project #C-2164.08.0 WSID #5091. (WASTEWATER DISPOSAL 3.1.No permit issued by the Secretary shall remain valid after substantial completion of a wastewater system until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the permit, that states: " I hereby certify that in the exercise of my reasonable professional judgment the installation - related information submitted is true and correct and the wastewater system was installed in accordance with: the permitted design and all permit conditions; or record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other permit conditions; was inspected; was properly tested; and has successfully met those perfonmance tests." Wastewater System and Potable Water Supply Pen -nit WW-4-3048 Page 3 3.2.This project is approved for connection to the South Burlington municipal wastewater treatment facility as depicted on the approved plans. The project is approved for a maximum of 504 gallons of wastewater per day. No changes to the wastewater disposal system shall be allowed without prior review and approval by the Wastewater Management Division. 3.3.This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, and the municipality files a written request with the Secretary, the Secretary will remove the sewage allocation for this project from the list of committed reserve capacity. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval and does not request that the Secretary remove the sewage allocation for this project from the list of committed reserve. Once the project is removed from the list of committed reserve capacity, a new permit must be issued for the project. An updated application form and an application fee will be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. Laura Q. Pelosi, Commissioner Department of Enviromnental Conservation By 6/27/2008 Ernest Christianson, Regional Engineer Date C South Burlington Planning Commission Krebs & Lansing Consulting Engineers, Inc. Water Supply Division Act 250 District Enviromnental Commission #4 — Case #4C0310 Department of Public Safety, Division of Fire Safety Agency of Natural Resources Department of Environmental Conservation Notice of Issuance of Conditional Use Determination #2008-139 Please be notified, as per Section 8.4 of the Vermont Wetland Rules, that the request for a Conditional Use Determination received from Scott Homsted of Krebs and Lansing, representative for the Vermont Association for the Blind has been approved on this 24th day of June, 2008. This covers an application for the construction of a commercial building to impact 330 square feet of Class Two wetland buffer zone. It was found by the Agency of Natural Resources that this conditional use will not result in any undue, adverse effects to the protected functions of the significant wetland off Kimball Avenue in South Burlington, Vermont. Complete copies of the decision can be obtained by calling the Water Quality Division at 802-241-3770 or writing to the address below. Any person with an interest in this matter can appeal this decision pursuant to 10 V.S.A. Section 1269. Any notice of appeal must be filed (ie: received) at the Water Resources Board, National Life Records Center Building, Drawer 20, Montpelier, VT 05620-3201 (telephone (802) 828-3309) within 30 days of the date of the decision. Julie Foley District Wetlands Ecologist Water Quality Division Department of Environmental Conservation 10 North Building 103 South Main Street Waterbury, Vermont 05671-0408 cc: [[Distribution List] \,A.6. f-4u 1 DEVELOPMENT REVIEW BOAix� 1 APRIL 2008 develop at 4 units per acre. The applicant could have up to 20 units. They are proposing 18. Mr. Conley said he sees this as an anomaly to the current use pattern that destroys the nature of the adjoining property. Mr. Hausner noted that the proposed units will fit the definition of "affordable." Mr. Smith asked if Indian Creek negotiates a berm on the south side, could they also negotiate one on the west side. Mr. Hausner said yes, as long as it doesn't affect storm - water. A resident asked who owns the land. Mr. Hausner said the Church owns it. Mr. Marcellino said that when the project is done, the Church will still own their piece. Mr. Nedde said it will be one PUD with the Church owning their piece. Mr. Dinklage added that for all planning purposes, this will always be one subdivision. 4. Final Plat Application #SD-08-15 of Wedgewood Development Corp. to amend a previously approved planned unit development consisting of 273 residential units and an 18-hole golf course. The amendment consists of revising the size of footprint lots for units #14, and #6-9, Nicklaus Circle: Mr. Burke said there would be no change to the number of units. The change is necessitated because they did not account for decks in the original plan and thus need to revise the footprints. He showed the 8 feet of deck on the 4 buildings. They will change unit #3 to a 5-foot setback. Mr. Belair said the only purpose of the lots is for the developer to get financing. The City does not recognize the lots as such. Ms. Quimby moved to approve Final Plat Application #SD-08-15 of Wedgewood Development Corp. subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. C5.Continued Site Plat Application #SD-08-12 of Neagley & Chase Construction : 1) construct a 12,000 sq. ft. general office building at 60 Kimball Ave. and 2) allow an access drive easement for the benefit of 60 Kimball Ave. at 50 Kimball Ave: Mr. Adams said the building will be single story, brick and will be located next to the INS lot. They will raise the grade to be at grade with Kimball Ave. They will also put in a few berms to screen the parking lot. There will be landscaping in front along with benches for people to use when they are waiting to be picked up. The building will be for the Association for the Blind and Visually Impaired. Mr. Adams said they will commit to building as shown in the drawings. -3- DEVELOPMENT REVIEW BOA_ixb 1 APRIL 2008 The project will include 2 stormwater basins, one in front and one in the rear. Stormwater can be stored in the ground, and no water would go off -site. Mr. Adams said they could contain water from a 100-year storm. The dumpster would be located in the rear along with an electric transformer. Both will be screened. Mr. Plumeau asked about transit access. Mr. Adams said there is a sidewalk to connect to Dorset St. where there is public transit. Mr. Plumeau suggested the applicant talk with the City and with CCTA as soon as possible. Ms. Quimby moved to approve Site Plan Application #SD-08-12 of Neagley & Chase Construction subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 6. Continued Final Plat Application #SD-07-55 Of R. L. Vallee, Inc., for a planned unit development to: 1) raze an existing 2313 sq. ft. service station and convenience store, 2) construct a 2313 sq. ft. building consisting of 1079 sq. ft. of convenience store use and 1234 sq. ft. of short order restaurant use, and 3) reducing the number of fueling positions from eight to six, 811 Williston Road: Mr. Vock said they have resolved the issue of the "phantom pump" by going back to one position in the middle. They also did some adjustment to get below the 70% coverage figure. Mr. Belair said the internal circulation is now better. Mr. Simendinger said he was concerned because of all the things they had to do in the station next door: smaller store, right turn in, 2 pumps, large setbacks. Mr. Grayck, representing the Simendingers, said they also have concern with snow storage encroaching on the adjacent property and with pedestrians using their property as a cut -through to the applicant's property. Mr. St. Peter, engineer for the Simendingers, said he would have a concern with tanker trucks, fire apparatus, and trash removal vehicles entering and leaving this site. He didn't think the trash truck could even get to the dumpster location. He noted that the tanker truck has to back in from Rt. 2. Mr. Vock said they have done so for 4 years. Mr. St. Peter said there is also no signage to prevent a left turn, although he admitted the design forces people into the right turn lane. He said this is a high accident location. Mr. St. Peter noted that 19 parking spaces are proposed (20 required), 13 of which are at the back of the facility and 6 at the dispenser islands, but over half the facility is a restaurant. Mr. Dinklage asked if the Simendingers would do anything to impede foot traffic through their site. He noted they have the right to build a fence. a May 28, 2008 Chip Dillon Neagley & Chase PO Box 2283 South Burlington, VT 05407 Re: Minutes — 60 I(imuall Avenue Dear Mr. Dillon For your records, enclosed is a copy of the approved April 1, 2008 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, 1 Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 DuTzat Streat South Rurlinaton, VT 05403 tai 802_84&.4309 1sx 802-84fiAlfil www.sburl,aom 6 Agency of Natural Resources Department of Environmental Conservation NOTICE OF CONDITIONAL USE DETERMINATION 2008-139 A request fora Conditional Use Determination, required pursuant to the provisions of Section 8 of the Vermont Wetland Rules has been received from Scott Homsted, applicant for landowner Vermont Association for the Blind and Visually Impaired of South Burlington. Approval is being requested for the construction of an office building. The proposed project will impact 0 square feet of wetland and 330 square feet of buffer zone. The wetland is located near Kimball Avenue in South Burlington. This wetland has been designated as a significant (Class Two) wetland by the Vermont Water Resources Board. Copies of the application are available for review at the Vermont Wetlands Office in Essex, the Town Clerk's Office in South Burlington and the Regional Planning Commission office in South Burlington. Conditional Use Determinations may only be approved if it is shown that the proposed conditional use will not have an undue adverse impact on the functions and values of any significant wetlands or their adjacent buffer zones. Any person may file comments in writing on this application through June 9, 2008 with: Julie Foley District Wetlands Ecologist Water Quality Division Department of Environmental Conservation 111 West Street Essex Junction, VT 05452 J Foley District Wetlands Ecologist Enclosure cc: Distribution List Mailing date — May 22, 2008 Y:`IWQ_Wethrids\RegLilEtory Projects\Ct.1Ds Ca7Ds\2008\Chitteiiden\2008-139VTAssocfbr.Blind�2008-139 15 day notice.doc. VT Association for the Blind and Visually Impaired - CUD Application #2008-139 1@ 1 Project Site • � � r, �+ ,, yes \~ I k , SOUTH URLINGTON i 4 i! 1 AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 NOTICE: DRAFT DISCHARGE PERMIT PUBLIC NOTICE NUMBER: 5717-INDS PUBLIC COMMENT PERIOD: May 23, 2008 —June 23, 2008 PERMITTEE INFORMATION PERMITTEE NAME: PERMITTEE ADDRESS: PERMIT NUMBER: PROJECT ID NUMBER: DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary O'Brien Brothers Partnership PO Box 2184 South Burlington, VT 05403 5717-INDS EJ08-0105 RECEIVING WATER: Groundwater in the Potash Brook watershed. EXPIRATION DATE: Five years from issuance date of final permit DESCRIPTION: This is a draft discharge permit proposed for issuance to for the discharge of stormwater runoff from an office building located on Kimball Avenue in South Burlington, Vermont to groundwater in the Potash Brook watershed. The means of treatment includes a grassed swale, grass filter strip, detention basin and infiltration trenches. -2- TENTATIVE DETERMINATIONS Tentative determinations regarding effluent limitations and other conditions to be imposed on the pending Vermont permit have been made by the State of Vermont Agency of Natural Resources (VANR). The limitations imposed will assure that the Vermont Water Quality Standards and applicable provisions of the Federal Clean Water Act, PL 92-500, as amended, will be met. FURTHER INFORMATION The complete application, proposed permit, and other information are on file and may be inspected at the VANR, Waterbury Office. Copies, obtained by calling (802) 241-3770, will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC HEARINGS Written public comments on the proposed permit are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) June 23, 2008 to the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671-0408. Comments may also be faxed to 802-241- 3287. The permit number should appear next to the VANR address on the envelope and on the first page of any submitted comments. All comments received by the above date will be considered in formulation of the final determinations. During the notice period, any person may submit a written request to this office for a public hearing to consider the proposed permit. The request must state the interest of the party filing such request and the reasons why a hearing is warranted. A hearing will be held if there is a significant public interest (including the filing of requests or petitions for such hearing) in holding such a hearing. RIGHTS TO APPEAL TO ENVIRONMENTAL COURT At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny the permit. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the cleric of the Environmental Court within 30 days of the date of the decision. The appellant must attach to the Notice of Appeal the entry fee of $225.00, payable to the state of Vermont. The Notice .of Appeal must 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 on line at www.vennontiudiciary.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660). Laura Q. Pelosi, Commissioner Department of Environmental Conservation 4e'*-�®V ER1V O 1 State of Vermont A GENCY OF NA TURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 May 16, 2008 O'Brien Brothers Partnership c/o Stephanie O'Brien PO Box 2184 South Burlington VT 05407 Subject: WW-4-3048; proposed 12,000 square foot office building located on 60 Kimball Ave in South Burlington, Vermont. Dear Sir/Madam: I have 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: L . Please provide the approval by the Water Supply Division for the water line extension. Please respond within thirty, (30) 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. Once I receive the information requested, I will continue my review of the project. If you have any questions as to what is needed, please contact me. Sincerely, Ernest Christianson Regional Engineer cc: South Burlington Plarining Commission Krebs & Lansing Consulting Engineers, Inc. Act 250 Environmental Commission #4 — Case #4C0310 y aVERMONT State of Vermont AGENCYOFNATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 April 28, 2008 O'Brien Brothers Partnership c/o Stephanie O'Brien PO BOX 2184 South Burlington VT 05407 RE: WW-4-3048, proposed 12,000 square foot office building for the blind and visually impaired with a maximum of forty two employee's, municipal water and sewer, 60 Kimball Ave, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on April 25, 2008, including a fee of $151.20' paid by check #21509. Under the performance standards for this program, we have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management A� 2 ary Bard Administrative Technician II cc: South Burlington Planning Commission Scott Homsted I) � DEVELOPMENT REVIEW BOARD 4 MARCH 2O08 Mr. Plumeau noted a traffic study is being done by the MPO and South Burlington which would address some of the intersection information. Ms. LaRose suggested leaving it up to Bruce Hoar as to whether he feels a level of service study is necessary. Mr. Bresee said the proposed building should be factored into the MPO study. Ms. Quimby moved to continue Preliminary Plat Application #SD-08-09 until 18 March 2008. Mr. Farley seconded. Motion passed unanimously. Mr. Plumeau rejoined the Commission. 00.Site Plan Application #SP-08-12 of Neagley & Chase Construction to construct a 12,000 sq. ft. general office building, 60 Kimball Avenue: Mr. Adams said the location of the building would be where Munson previously stored granite curbing and had a trailer. It would be a one-story brick structure, 15 feet tall. HVAC equipment on the roof would be shielded. The building is for the Vermont Association for the Blind & Visually Impaired, so they are hoping a bus stop can be placed there. Mr. Adams showed a photo concept of the building and also an area of the building where there might be a future small addition. Mr. Belair asked that application be amended to show the property at 50 Kimball Ave. Mr. Adams said they will move the proposed trees back from the street right-of-way onto the property. They will increase the size of the trees to meet the money requirement. Mr. Belair said the Board would not be approving lighting of the flagpole as that is a separate process. Ms. Quimby moved to continue Site Plan Application #SP-08-12 of Neagley & Chase Construction until 18 March 2008. Mr. Farley seconded. Motion passed unanimously. As there was no further business to come before the Board, the meeting was adjourned at 8:55 p.m. �e� Clerk V-ol-c8 Date rr "AErES southburlington PLANNING & ZONING April 3, 2008 Chip Dillon Neagley & Chase PO Box 2283 South Burlington, VT 05407 Re: Minutes — 60 Kimball Avenue Dear Mr. Dillon: For your records, enclosed is a copy of the approved March 4, 2008 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: MAILING ADDRESS PROJECT OF INTEREST iJC, SP�c7g-IZ I3 b� 76, CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: _b1 RPZ 2 ftb NAME Mnu ICI(, ennoccc RONC llc i� �,v�"v.� F^' 1 e-h A14 s� s e-1al vT-0 rRv.JCI. 1 Vh IN I tKtST K32- k14 C V, .�_ 11�� J� �� 44 Sy,���� •v �l � 3�31 Gks!'Xt� VT-0 5-to.), Va,1; ct VvCstO %��i[mt�rwlt�toiCvn'1 } r) r s®.• e southburlinoon PLANNING & ZONING April 2, 2008 Walter Adams Neagley & Chase PO Box 2283 South Burlington, VT 05407 Re: 60 Kimball Avenue Dear Mr. Adams: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, ,6c+--q (�o��c Betsy McDonough Brown Planning & Zoning Assistant 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburl.com A IR southburlington PLANNING & ZONING April 2, 2008 Chip Dillon Neagley & Chase P.O. Box 2283 South Burlington, VT 05407 Re: VABVI 60 Kimball Avenue Site Plan #SP-08-12 Dear Mr. Dillon: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on April 1, 2008. Please note the conditions of approval including that a zoning permit be obtained within six (6) months. Should you have any questions, please contact our office. Sincerely, 4)�f k &-clk& Betsy McDonough Brown Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 5454 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburl.com PLANT QUANTITY 5CHEDULE - COMMON NAME VAuvI TK LANDSCAPE ARCHITECTS - REVISED 3-4-05 Ql BOTANIC NAME SIZE NOTE UNIT PRICE PRICE 16 AUSTRIAN PINE Ptws nigra 8' HEIGHT B+B 440 7040 7 AUSTRIAN PINE Pinus n1gra 6' HEIGHT B+B 330 2310 4 SARGENT CRABAPPLE Malus sargentl 2.5" CAL. B+B 575 2300 7 PRINCETON ELM Uknus amerk:ana 'Princeton' 2.5" CAL. B+B. MATCHED G50 4550 3 TATARIAN MAPLE Acer tatarlca 2.5" CAL. B+B G50 1950 3 CENTENNIAL STAR MAGNOLIA Magnolia stelata 'Centemlal' 8' HEIGHT 3-5 STEMS 550 1650 7 DARK GREEN ARBORVITAE Thuja oeeldentaNs 'Nlgra' 5' 150 1050 G CLIMBING HYDRANGEA Hydrangea anomaly patkAeris 5 GAL 95 570 24 RUBY SPICE SUMMERSWEET Clethra shfolla 'Ruby Spica' 36" G5 15GO 43 51BERLAN CARPET MIcroblota decussata 18" CONT GO 2580 21 HOSTA Hosta unddata 'Albo Marglnata' 2 YEAR CONT 20 420 41 STELLA D'ORO DAYLILY Hemorocalls "Stella D'oro' 2 YEAR CONT 20 820 100 PACHYSANDRA Pachysandra termanalls FLATS 2 200 OPINION OF PROBABLE COST OF PLANTING - SUBTOTAL $27.000 DEDUCT COST OF PERENNIALS AS PER DRB GUIDELINES C1.440) OPINION OF PROBABLE COST OF PLANTING AS PER DRB GUIDELINES $253GO CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: February 28, 2008 \drb\sit\desarno\VTAssocBlind_siteplan.doc Plans received: February 22 & March 24, 2008 enda #5 60 KIMBALL AVENUE SITE PLAN APPLICATION #SP-08-12 Meeting date: April 1, 2008 Owner Applicant O'Brien Brothers Partnership Neagley & Chase Construction PO Box 2184 PO Box 2283 South Burlington, VT 05407 South Burlington, VT 05403 Engineer/Contact PropertV Information Chip Dillon Tax Parcel 0980-00050 Neagley & Chase Construction Commercial 1- Limited Retail Zoning District PO Box 2283 South Burlington, VT 05403 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Neagley and Chase Construction, hereafter referred to as the applicants, are seeking site plan approval to: 1) construct a 12,000 sq. ft. general office building at 60 Kimball Avenue, and 2) allow an access drive easement for the benefit of 60 Kimball Avenue at 50 Kimball Avenue. The proposal was originally heard on March 4, 2008 (minutes attached) and continued to March 18, 2008 so that the applicant could incorporate some of the staff's comments regarding access across the property to the north. The application was continued from that date to April 1, 2008 at the request of the applicant. Associate Planner Cathyann La Rose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on March 24, 2008 and have the following comments. Zoning District & Dimensional Requirements: C1-LR Zoning District Re uired Proposed Min. Lot Size 20,000 S.F. 101,930 S.F Max. Building Coverage 40% 11.8% Max. Overall Coverage 70% 32.1 % Max. Front Yard Coverage 30% 8.4% Min. Front Setback 50 ft 50 ft Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. Max. Building Height 40 ft. 28 ft. 4 Zoning Compliance SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Access to the new building is proposed via an 80 foot opening to Kimball Avenue which narrows to a 24 foot driveway. Pedestrian movement within the site is adequate. The applicant is proposing a five- foot concrete sidewalk along the front of the building and connecting to the existing sidewalk along Kimball Avenue. Based on 12,000 square feet of general office use, the site requires 42 parking spaces. The site plan includes parking for 43 vehicles. Two handicapped parking spaces are required; three are provided. The applicant is also proposing a future addition of 2000 SF. This is shown for conceptual purposes only. No approval for this addition is requested and shall not be formally requested. CITY OF SOUTH BURLINGTON 3 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking is proposed to be located to the side and rear of the building as viewed from Kimball Avenue. Staff finds this in conformance with this criterion. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The height of the building will be below the maximum height of 40 feet for a peaked roof. No height waivers are requested or needed. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 1. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The South Burlington Water Department has reviewed the plans and provided comments in a letter dated February 26, 2008 (attached). 2. The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated February 26, 2008. If necessary, the plans shall be revised accordingly. 3. The applicant shall obtain final wastewater allocation approval from the Director of Planning and Zoning prior to permit issuance. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted elevations of the proposed buildings. The proposed building is primarily brick, with some metal fascia trim and brick veneer exterior wall finishes. The surrounding buildings are also primarily brick. (t) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The proposed project does not fall within a design review district. However, staff finds that the proposed building elevations relate harmoniously to the terrain and existing buildings in the vicinity. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. CITY OF SOUTH BURLINGTON 4 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING The applicant is proposing a curbcut from Kimball Avenue which would be shared by the abutting property to the north, currently a vacant lot, at 50 Kimball Avenue. This curbcut is located almost entirely on the vacant lot. At such time as development occurs on the vacant lot, the curbcut will be used to serve both properties. Because the connection is proposed across this lot, the applicant shall submit easement language for review by the City Attorney and to be recorded in the land records. The plans have been revised to show the entirety of the lot at 50 Kimball Avenue, showing the access easement with metes and bounds. 4. Because the connection is proposed across this lot, the applicant shall submit easement language for review by the City Attorney and to be recorded in the land records. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plan shows a recycle and trash area in the eastern parking area. (d) Landscaping and Screening Requirements Based on submitted building costs of $1,800,000, the minimum landscaping budget should be $25,500. The applicant is proposing $25,560 in new landscaping. The City Arborist has reviewed the plans and issued comments in a memo dated February 26, 2008. The applicant should adhere to these stipulations. 5. The applicant shall adhere to the comments of the City Arborist. The plans shall be revised accordingly. Pursuant to Section 13.06(B) of the Land Development Regulations, the plans shall depict snow storage areas that will minimize the potential for run-off. Adequate snow storage areas are shown on the plans. A bicycle rack is depicted on the plans. Lighting Pursuant to Section 13.07(A) of the Land Development Regulations, all exterior lighting shall be shielded and downcasting to prevent light from spilling onto adjacent properties and rights -of -way. The proposed lighting meets the standards set forth in the SBLDR. Traffic CITY OF SOUTH BURLINGTON 5 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING The estimated traffic based on 12,000 square feet of general office use is estimated to generate 17.88 pm peak hour trips. Stormwater The City of South Burlington Stormwater Superintendent has reviewed the plans and provided comments. He is working with the applicant as the details progress. 6. Prior to permit issuance, the plans shall be revised to meet the requirements of the City of South Burlington Stormwater Superintendent.. If necessary, the plans shall be revised accordingly. 7. Upon completion of the construction project, "Record Drawings" shall be supplied to the stormwater superintendent in the form of one (1) hard copy and one (1) electronic copy in Auto - CAD Version 2003 Format (.DWG) or newer. All record copies are to include: details for all stormwater infrastructure, invert & rim elevations, pipe material, and final grading of the site. Other The City of South Burlington Engineer has reviewed the plans and provided comments in a memo dated March 13, 2008 (attached). 8. The plans shall be revised to adhere to the comments of the City of South Burlington Engineer per the memo dated March 13, 2008. The City of South Burlington Fire Chief has reviewed the plans and provided comments in a letter dated March 14, 2008 (attached). The applicant shall comply with all requests of the letter. 9. The applicant shall adhere to the stipulations of the City of South Burlington Fire Department, per the letter dated March 14, 2008 Portions of the subject property lie within the flood plain overlay. This is so noted on the plans. No development or disturbance is proposed within this area. Staff recommends that the South Burlington Development Review Board approve Site Plan Application #SP-08-12 contingent on the conditional items included in the staff comments above. Respectfully submitted, 1. `"°Cathy n La' ose, Associate Planner Copy to: Chip Dillon, Neagley & Chase Construction, Contact LOPMENT AND MANAGFMFNT A G E N C I March 24, 2008 Mr. Ray Belair City of South Burlington 550 Dorset Street South Burlington, VT 05403 RE: 50 & 60 Kimball Ave Dear Ray, This letter is to serve as confirmation that as the owners of both the above mentioned lots, we agree with a shared access drive way to serve and utilize both lots with one curb cut. We have been working closing with Krebs & Lansing Consulting Engineers with the design. If you have any questions or need additional information please feel free to contact me. Sincerely, Stephanie M. O'Brien O'Brien Brothers' Partnership cc: Chip Dillon SERVING OUR COMM UNITY'S REAL ESTATE NEEDS SINCE 1 9581� 1855 Williston Road • PO Box 2184 • South Burlington, Vermont 05407-2184 • 802.658.5000 • fax 658.5002 obrienbrothersagency.com CITY ENGINEER'S COMMENTS Bill Szymanski VT ASSOCIATION FOR THE BLIND Kimball Avenue March 13, 2008 1. Add north arrow to plan sheet C-2. 2. Yard light pole bases shall clear water lines by at least five (5) feet. 3. Existing sewer service stubs were installed 90 degrees to the main. 4. Project construction work shall conform to South Burlington specifications — not Colchester as plans state. 5. South Burlington standard bituminous pavement thickness total is 4 inches (2 '/2" base course, 1 '/2" surface course). 6. Sanitary sewer lines shall be bedded in 3/4 inch crushed stone — not sand. 7. Plans shall be stamped by the Engineer. South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 March 14, 2008 Mr. Ray Belair Planning and Zoning Department City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Vermont Association of the Blind Kimball Avenue Dear Ray: I have reviewed the plans for the construction of the building for the Vermont Association of the Blind on Kimball Avenue. I have the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers per NFPA 13 3. Full code compliant Fire Alarm System per NFPA 72. 4. Fire Alarm System panels and enunciator location(s) to be specified by SBFD. 5. Fire Department Sprinkler Connection location to be specified by SBFD. 6. Provide an emergency key box(s) for the building, location to be specified by SBFD. 7. The proposed new fire hydrant as indicated on the site plans should be relocated to the "island" opposite the front door. 8. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. Page — 2 9. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of fire suppression equipment such as hoselines, portable and aerial ladders and other equipment. 10. Though I do not review building plans, I did review the floor plan submitted with these plans. As Fire Chief I am concerned that there are only two exits from this building. Though they may meet the fire and building code, given the anticipated clientele the number and arrangement of exits I feel that there could be some issues associated with emptying the building in a timely fashion. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and the Vermont Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Fire Chief CVT`J AR9,o2iST Vermont Assoc for the Blind TK Landscape & Associates 2/26/08 Plans look good, the only recommendation I have would be to install a continuous planting pit 2-2.5 feet deep, filled with a quality loam or sandy loam in the parking lot island -- - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- Kimball Avenue Klmboll A vanue_ -- — — — — — Bu-nlAgton 428 Notes: J. The location and materials of existing utilities is ,at warronted to be exact or complete. The Contractor ha// red locate all utilities and be s&.,, ZVte or otl existing utilities and their url,tan,pted services. 7h* Contractor shall \ contact DIG SAFE pnor to commencing cry work 2. 7his plan is in no way a boundary surety J. All water line and reidtad work to be performed In accordance with the 16Y1omplam Water District Specifications and 9etds for the installoti- of Water 11has and Appurtenances. 4 It is a Wolatibn to dZharye chlorinated waters into waters of the State All water used during Rushing and testing ofthe new water ine must be dechlorinaced pria, to entering any water of the state 5 Refer to Landscape Plan and Lighting Plan for details ot'plantings and lights. "N - •----------- xi� 4; ------ 71 XV I I I I I I ITI 7\_ ant— x, r t0' side )old -ffin,* -7= Access eas _a L7 Lot I North ob I 17t of 5&17', Winston John Hart Osgood I FIX frm tl� i r A Detn- of Zone A Goss Delineation wet/and hisaw Pand (at time of survey) 0orlst J. & Leo 0 2FKen Volume 48 Page 45 WNW- RoodN b 0,W- le,1958 S 0 01's //61's t South Burlington VZ iNliSt Location AU09D EIVEJ) N, rS MAR 2 4 8 N Legend ON of Planning and Zonina Information Approx. Prqp-t, Lh,, Power pole V. UlAngton Owner- -w- ar X W - CXWhg Water Line/gate a� I U, Su 0-th-d Point a' 30' 120' OVnWBrothers Agency 0f17- 12,000 f hsthnGas Lhe &g Existing hydrant 1885 091,ston Road spa- - P.O. sox 2184 S-th Burlington, Vt. 05401 Z Parking Required g (72 . )) _ 42 spaces Existing t- (802) - 658-5000 required 43 speces p,,dd Existing 5 L.slmanlole 0 Concrete monument It- pOa BAR SCALE Area* Lot 3 Lot 4 FOR FZ/7Z/RF ADD1770N. Offl- so- - 14,000 sf. Existing ei-t-alltelephone Existing Storm Lrel-tlh basin — Drainage flow (60 xft" A—) Required 49 4.ac., required 3376 ' ish grade spot slevatial F� 2J4 2.45- 50 spans proded ( -338 Et�g Contour - S)gn Zoned., ------- 338 ------ PrOPOSed Contour Ll 2" oI, eff ts CI-LR Z-hg District Proposed (lot J) Proposed (Lot 4) - - - - - - - - - Class 2 wet/andDote Uft. Lot sl 20, 000 SF. Mo.. Budding Coverage: 40Z 101,930 SF 106,820 S.F. 11. 8Z ox 100 sbearn buffer - - - - - - - ff Class 2 weiYand bu- Design Overall Site Plan N- owsro// Coverage: 70X 32. YX 2. IX Dr.- SHN Max.Front Y-d Coverage: JOX 84X 1. 2Z Road plan a -iav C hocked Vermont Association for the Blind Min. Front50' M;n Sid;r Setback 10 U,n, Rear Setback 30 50'. NIA >10 NIA >30' NIA - / New building 01 and VIsuolly let aired Max Budding He,�Iht. 40' 28' NIA t. - - 2008 Business Park North Lot J New pavement Project 07189 KimboVI Avenue South gurth79tw, Yea =. budding N be served by ,Thvenolq ,cp ter an sz., N Ndswolk PERMIT REVIEW AjMRS et L4jV.FfjW ConswI&FOr Fngineers, Inc. FOR 16-ii(Aain Street Colchester, Vermont Of44(.V - -- - - - - ----- sink 777-----" C22 'tor shall excamte a test pit to ;�Ty-WF� —e,=f Ana&b%__4u,.u� type, and site of existing water m.1n. sn JJ1.5J New topping &' � B S.wcut and rest— i J2Z&1 33— sleeve anal Ron 3J39J WW Kimball Avenue m MJ89 (10 __--estLrbed by water _0003 Ewwmg -�n 'IF !w Restore dW, d --t, 393 front— - b. _f J1J. �y (10) New 8' Class 52 -�Ildolk andtrb. P-Wde lnv h, J24.s5 (6) — .1 Ex. CB/i R� 134.� - , I , P (6 - -N r In v � J27.6� (72-)ron yard S�?tbvek_ E, 18",(— —0,005 . .... 'w-7— OZ woterl"��� recessed curb ""t i970f 91-- — — — 'I— I ie;_� —_ tom"Af0005 — — — — — — — --- 9 1 1-7 771 New Yard Dralhs New 6" PX SOR 12- PW 5OR LI-L-i _L I I I I I = I I I I I I I T Rlm �Vl 70 2820 New In v. 328.20 storm. _Dam 0 P V A TT T-1 -- ----------- ------------- ------------------------- �2 tl I — — — — — — — — — — — ., / "I I , N p z I 1 1" ............... . . .......... t2 J ..... .. ....................... . .. .................. ... .. . _V 7 332 ... ---------- a_4 ------- 7/,04 — — — — — — — — — — — — — 332 — — — — — — — — bend with _T H - - - - - - ... -53r _ff�w 2 j I _:�h,. M2.20 New 4,�* /J -of d-1, oaf &*) __ Z. Z� , / I F In. 033. m —0. 005 ml,_ 35 10 9 OHemwr LoroUQa Moo T I t+ �V,� 6'PVC 5VA' New x A )�ran� .-New -Wh \ae;"b &-t 3,5 unday vi, New -6'... 6' 2 raw rat 1611. 5' I—q. M r COURTYARD TXARD Rim U5 0 1— —1,'d 1'. Class 52 al Inv.. in 329.50 f� Al In,. out 329.40 Pl- watelke 10 wrje J, 1334.25 Legend- U.5 '0 I Approx P-p-ty tin. Power pais J A. - - - - - - - - - 0+0- Existing Water Line/gate lm 112 Survey Control Point 000 f-. 7 X, 11 \ /, I',4. , � i Existing hydrant New Proposed Water Unelgate w/W 336 0. f-F J,36. 0 1 \ '\ :�, -, -,', canret� I III --- lkirthq las Line 50' \ \ \ \ I Proposed hyoralt Vi, cues W w .-0- A-6- New 0- Line di Nw 45' Land - Concrete monument r �\\v\v\ th tb-$( IL I t Edstlg tree fine 0 Iran pip, block J/ ly-Y Y_YYY-e-e-r"� CY-Ing imits Drainage flow E,,shrg S.- Line/ -hole 337.5 FInIsh grade spot elevation 5-0- Proposed Sewer Linel-hole 1-bal-I Existing lectri-11tal on. Sig, lihl. &,o) �ph 3)5.p New /� / New building mounted light 5- - basil __U_ Existing Storm LOwAcotch New bollard light F-bltittr+ 74 0;9iitiorl concrete storage i New pole --led Aght Ed I - - _ —sr—ST--O- F-posed Stann I In.1-tch basi� so A -- \A?, -331 - - - - - - - --331-- Ewwhv Contour ---------------- -New blin,an -338 P-posed Contour New b.,Idng 4 r_* set concrete a_e 2 wetland f4 k pod, New po--t ------------ JO V %0.. 2-utter k'FT;TT-TT-T7.77 New aidw.1k — Ra I flood old/, V MANSfORULH lutl New st�water ACCESS nRE LANE inSt-tip, chambers % 14 New rip rapAR 4 Y C� IX New OrGA75 I FU AE 0, Y#n .127.0 7iilFE 14ORZ 7 ShA CF5 I 324. %Ayer* O� % �` \ - - - - 20' 40' ..... .......... . ...... .......... A X ...... ......... L SCale X Notes.- New rip X / - - - - - - rop 'wole FOR PERMIT REVIEW I. The location and materials of existing atiVitles hr not —led to be exact or complete. The Contractor .hall A.1d /a- all utilities and be saly responsiblefor a -sti- Moch 13, 2tAlties and thehunint-pted ces l" Th. Contractor shall contact DIO SAFE prior topore reseed aescripnon Chsekse Gore c—Ing any work.N ba 2 rhis plan Is In no way a boundary y. Design Site & Utility Plan J. All water Ithe and related work to be performed St -water t Drawn Swi pre-treot- ki accordance with the Champlain Water District setting bai, In, Checked - Vermont Association for the Blind with '0 -P. SPecir-ti-, and Details fa the Instollotibn of Water 4h.$ and Appurtenances /00 Scale- 20 1. 1* ' and Visually Impaired 4 It is a wolotlon to discharge chlorinated waters into Date Feb. 20, 2008 Business Par* North Lot 3 waters of theState. All water used during flushlq and testing f the new water line must be New Project _07189 KknbWl A wn- South B"fington, V_art, int9tration chambers. -1 t7onsuhYng Engineers, nO. d�hla,i,atdd prior to entering any water of the State. use 4 rows, 56.25'1-, L4.lVSf1Y ["47L::� 5 Refer to Landscape Plan and Doting Plan thr details 6 -2 I C In,. J24.0. 164r Vain Streeit Colchester, Vermont 495."4, ofplonth7gs and lights. in �tuh — not x _H_jW f —b'ag'—d and --est— e-Whg-pa--t d cuIb-as—Y tor to -&Ng manhole ary 16."ilod- 0-29 construction -tw-v'ew Z�' - temporary the -ta-7-a'71. - cavrom", or n7wf� a _JJ5 Run JJ4 5J 6� KimbG11 A venue E My 3 27. Erosion Control Notes .50' front -1'4.J n" 1"" If "'t"b"shoe "I dew/ d,&ed by CWectw� e>w plo, to cl�g ,�Restore disturbed --t. gw� md �wt �tl& loWiom shat? be WIN~ to &qo eeo�w,t w Ill. 1- , JZZ61 (12�1 sidewalk and curb ProLilds reles-d curb �I&C'* - — Me =o�o# ffi- be 1fo-f and grubbed " -t. 11-P, -d ".t-I yurai - - o,,t AM 't- _0005 18' ow A- the o4t, P,, �trootw ttme,4 the o—t of dbtvW lmd It msit-y tobl� II u,, &0 siege If ob o-Mg &II, to hon,l, Offib to At of -6,,eMo abb,'" Ab w;;tle oial b,e hurdled oe ootIAd h the plbbootlo, TAV A- AW hb..0-h J) o,� cbmhl and wA. these I I IT Ph"'ect P/_ New Yard Drah- 4. As -tra ~ be pAooeIf - eh.- - the d-.#W .11-Y by tI. En eve A',?, JJ1. 70 New 12' FW SVR 35 El. 1 328.20 "x"w; Me C-tho, ~ nohAM the � -1,o/ — ff Me F'gt- A, _MW -1 1 co- 1. whoW.W -d ffit Aoth- m it be 0stormPod =1ty eohonce Me of moo.,, - to W.' �t. o6o- on .blow tof�, Me, Z-- to to _�_t s;t. At — tow and 4W-# to on Ito oW be b, Meow f-Ap� od, " —ded b, elf two, ood .0 be, eee,I` and '_V�y 'tob#&oof to - - - - - - - - - - - - - w evd Ld 11--l- woe� poto,,tbi. Cwt�to, ehal ox tones W/ ohe# be eowAeo' of r,& 2 - - - - - - - -ae 9elbq 14epoIy too,9400t-, hdw�g stoaW@A mW be n000eory A,, IN dWIlboo' e,Ioe Met - not eonkod fi,, 7 oo, S-d�, and 1.# be Solt ffiet - no, AZW m a 6""" A# If oirt�- ...... . .......... See .................... ................ . . ............ .. .. ............ ehoN b.P,�mana'n/Ya'rempaorAY rtobximd as wen as passable and - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cc= Yn bp&,,hg of M A# dla&,beo` she/be resided 332 and ot—te, � lItmW Stoblioetion / New 12 HOPE_'�-/_Vsw _12-H-DAE- o,� jm.x .332.5 n.tMg N.-M A- &_ wos� coo� ootbho _eA,.o' store - - - - - - - - - - - - - - - - - - - - - - - - - ---- -- 53� roof dMIn roof droAh yyy-y,-y -tho, _ft�' (S- pi-, - _tft _�eot 7 A,Pfobre of bob#&.1Aon and/ hdaek Mq (-Rh Ittkg) (15 2 t-e P, gw' 0 poxq -tore, .4,6 ipbted h�peeobl' b_t' _d .0e, motod� a, o,o,o-f by Me FIgh, 7- -,oe grouter th- 5x ridl use el- /9 e-- New Ion, 9 M- &gM- oie�koo -ftof �ed A-qw --X Il moreHm check in&totion t",,ZL, t�, oet~, eft, and oe,,bho, runoff deAft �o# be codctd and IfWosetf of I her COURTYARD morns, o IobA' to the E',o,_ ?he coheolo, Oli use wole, w oi,'t _bot 11. 7h, cw�to, si'// 'v and wore- at eWkg 000leoo and o—t aMt Y to tgo 1 coob,,4 0,Wvd to,,, &�,� -ho, and tobWeeof lmot� I,1rxi " W� It &Y Wt. — I,w,t, to v-e ,d-t � tookhq C;Moo' eim, e4Y to I, � oi,d1w p/I-f = �el &M, qp me Me 04,11--, 1, ". t-. f34.25 I 1"7A U. A# t-tk, 0. — -4, �.# bo -i-W 4, oc-obo- 'ith Me SM 334.5 LF 4 li sd#"W I 'i lo, �1'le j I Yard Seib Ok, �711ruoti- F7t-- dela tube,f o,eoe elow be otoolll- and seeded b,tt,o aerobe- 15 control Proposed Buildln ole q 41 1 / --t 1,2, 000 S. f-. _"ote -I, b, th _d �ee be k.lateo' r"k_ N 15 Me Cwbmtw ~ be mvw,&, A,, �'kky oe d'vibeo' o,000, book to 50, AdVo4ka, y„1W, but -I 1�fleo` to c,,bbg sAkwevk lo�daoqokg Ile lighift eAeo �6 0 concrete _6 3 "o, " X I \,.\ VVN -3 Ullit r > 6 Z LeMd Appro, P-part y line qL power Palo Existing tree line _112 Survey Contra/Point Snow /ry-ryy-y� Clearing fivnits Existing hydrant V End Froposeo, hydrant --ts 2, 409-5.F. _5�� Existing Storm 4.47elcaich bosin TX L curb --Sr—ST-0- proposed St- lin Concrete monument - - - - - - - - - - - - - - - - - - - - 33— e L x 'Ohcr'1' el-tch basin 0 1har, Poe Nock ew bike Existing Contour set D ... age flow 338 Pfaaas6d Cont ourconcrete pod Finish grod, soot �Isiaticn Class 2 wet/and Silt fence sedimentS/91 Centro/ (t�jo) Class 2 wethand b,ff- flood plain oiarldy L8' PA VFD 7RA1,SFO)Ykf6 R st A CCCES 32W - - - - - - 511t fence s*d15nent control /Vow P—ent InAlt-ti- areas shall not be Inst= - until I// upst— N completed and s X-d. During construction the area may be used as a t-pora,1sedk,-1bt!- '4New Yd basin. All sediment shall be removed th- the 1 D basin, and the areahall be tilled prior to co,semctiw of the infiltration faclwty "A 0 Notes - \ t 7h* location and matelals of existing utilithes is not �\ \ ♦ \� �� h_ ted to be ,act or O_pket. 7". Contractor \\� sAall rWd locate // tiliti- and be solely responsiblefor bit -sting utilities and their uhhteirupted services The Contractor shell contact DIG SAFE to prior _'b,g 2. Mis plan is In no way a boundary survey. J All Water line and related work to be performed in accordance with the 'Champlain Water District Spech9cotions and Details V ,,a, the installation of Water lines and Appurtenances 4. Relk, to Lahoscope Plan and Lighting Plan for details of plahtih9s and lights 5 The Contractor shall be responsible for the installation, Inspection, and 61t In - ca of a// "sob" prevention 'd - s uneht control measures. Erosion prevention and sediment control shall be achieved Is/19 the standards in 'The tow Risk Site Handbook far Erosion '_ Prevention and Sediment Control: All erosion preventionand � sediment -&W in —as shail be i n inspected at least weekly I . -1 and after every rolnlWl or sno—It errant that results in a dl"h og. 110m the site. E101lon pre-ti- and sealinant a-tral practices shall be maintained until base paring is complate and permanent vegetation is estbllhd. Post construction and upon 'tabxzati- of disturbed site areas accumulated sediment from d-29a swales, catch basins, &-A check etc. shall be removed by the contract,. - Screened A�,=. Stone ch�k d� New sidewalk ............... - - - - - - Stab,71,sd construction entrance 328 ------- - INCREASE '.. 7 144 -TARE -'A 0, ------------- X New, stormwotar infiltration chamber. New *, rap V, • 0' .70' 40' 80' 120' V 10 ------- bu Now rip Bar Scale 20' level Moech 14 2006 0, lot( --lo 4---der % Dot. -k,ed D-Oho, -S#t fence sediment FOR PERMI T REV7E_W Rip -P control OM-) el oat. Design z St -water M16 Erosion Prevention & Sediment Control Plon Pre-treatment D,o- setting basin lined with rip rop. Checked Vermont Association for the Blind S-1. I' - 20' and usually Impaired sediment t Date fib. 20, 2008 Now st�wbtsr Business Park North Lot 3 1,11 \ Pro' 07189 1 Khnbo# Avenue South Burlington, Vermont lt-ti- ,ambers 7% Us. 4 rows, 56.25'1-g. ZRESS of "zVSZW Consulting ffngtneers, Inc. In. J24. G. _/_j C-j 164 Vain Street Colchester, Vermont OS,"6 vk® C RoodConstruction Notes (Ap e: a as m pod Mai pay ro Pak-g aeaa as sap ) A Nee road star be ronatted M the /Me ond gMom on the aFowhgx Ilse road and utpky t&ww Ma/be m 7Mokary defoned uMess ofhaei.•e .shown. 2. Au rood ond Po4p9 canshucrion shoo be p/efed h Imp m with Me Vemront Agency or 7tonpalufion Yfandsa ffieoe P/-,, -d t)lr. bpec/Acat h se of con/ A/ced ( the - I I -t IAco;oeci t- shop wealfloatiro% ramd t koo' the Engines. A//;mW ond 'tor n 'eve shucturee she/ be ppo Town Engfneer. pPY °'• ere/ermMed by 1 Me Curt to- shop re,/ow V ant Nigh y Spx/6cotkno (2006) Secr/ar MI 11 H p(=hg and apreooMg a+Rmantx 4. tT/ nnotN& to, mod ernbmkmmr Ma/ be painted by the Enghesr. "I shill be -aced h 12' //H; wetted and potted eith mthhclay c �rhn erprpmen[ to 95i of mor/mum d arty (Stonapd Pmct ).. 5 Rood - & 'voters Me be Atooed and ported a mhunum of 3 het oboes fp of any ut6Ry to bs hstakd bekre t M h -W to, POO P/pemenG M henMee ond Wt s,,bbo* Me cmhactor M'W pow m ny .Meethg Mang Ind broong to ono -too aronro with o/l OSHAIWSYA raga/oficvrs. 6. MsModo fir -It! of a ,Iboe Ma/ conform to Kean' H/gh y Spoll&otA w (20W; 20312 I, be detemnhed by the En9hee,. 7 Any aubgrooe I, .wbbow d/stabed by Carter, I, rendered u IaNte by oonsfcthm mIchMep Mop be remove and replaced w/M IA-d grin'/or book-/ of Me Cmhoctcw"l o ,o. no aubgmd Mar be, posted to ottoh of /east 95$ of It. moeban deneYy (Symo d P f ) bsf- p/ookIg road or embmkmnt morwia; B Me Contracts Mal be 'o onnIb/e by roo-d/not/on of cam bIn M Me rood and utolty trenM 9. Sad 0 Man confdm to Y ant Hyh y Spec/6colAw (2008) 7030.; T," 70EOJ4. Croce borrow Mdr canfam to the lbrmont Nvooy *ooftottons 7axoo 6-n Borrow raN, 70 oe A. 10. &IY mbbosa by Pent Mob canfo-m to V ont High y SpaallFrothna (2008) 70405, mote 70405A. cove's. It. Lerw'hg roars, Mau cent to V--t High y SpaclN lr , (2005) 70405 rah 70405A, Ms STou/Oars Mop cm/ to -"'tkn 7 12 Aggroyote err S -A* s. 12 B/Nmhoae omaets pavement Map canlb n to Y r H/gh y Sp-nonti s (20M) Seeder 404 Ind AM BMdv course Mil h, r/pe 9one *,M wea/ng cause Mop be rj /s I, ID" -ee P'. g to be A-&'t pa; aunc�e canes to De '/aced the second yea. 1•x Embonkment a/ far rood and Pakhg Mal be o sow a &`obelon ns A`06- _4 T 2" d5-I00 AM /2 maM.bum If top croorse pavmmanf is not /o/d M as base, the contractor ProHC 4' topsail and seed •Thep sweep and qwy eon'/%~ aapholt to boarse potemmt prhr to /owng topc-e. EEE MdnA SOOX � J' 70rA1 bit. cone. 2' 2 Trq- (Tjpe see site p/ far cross 'loos (Ix rob.) bitumhaua concrete potm'nmt c 6' czMed yra.eA° ,fig, .+bYa /,ve/bg course as `70405A Are 704. 05A 16" c704. 5 1gro/ subbase 704 Und'sturbed moteriol w compocred /N/ (see rood note Typicol Pavement Cross Section Construction Notes 1, no nnethoov and moM/d or cmatm tiro Ma/ ./- to the forest stones of Mo St 1. of Vemonl ond GYy of Sou- Bsbgton, at/ •ork Mop be h ccnfi nonce wnYh d/ peen//, and gIpm.k 1-d for the pmrbcr. /n 'sae o/ -,Fkt Me mere sMhpsnl Oval catAs she// yply ere dkechd by Engkos. AN work Math be Were M a workmon/de monne oM fed M Me ten. pmil➢ed by Omer. 2 me CmMmts Mil/ be rel-W far a// wok one mom Mom ond requkrd In mob Be, rob co -Wt. /hoes dowh9s do not Mow n y 6Ythg err ppurf-m Ahtekne Mal be as pec/I/ed on the dove-fls M-Ibotureis pooVot specvf(kna Mot/ be wbmirfed fa- 0 mot 1, Me Engineer I oPprow/ pia M hetIA.Imn. .1 Me / tkn one ske or sxbthg undorgraurd uWtiol te not o-Infed ro be exact -#vts no Cmtta Ma/ OMd / re oe ulJtws - Mar contmf the of/octed ut#it, c oX me EgMer ond the GYy of Scum t dhglw p/ to making any hook ups Me Contra ,Mil/ be .m'My nAooneak Yb, o9 -Whig uWtks and Mob- unfitmpree s� s Ap off -It, bock9/, M-th9 ond M #,g deeot-kla deohg ond grubs-g eosrm rostra; dust -w . lmffic canlyd, 9radMg and d/ me Iqft Mon be Mo'uood oe pent of the reputed work. 4. Rpow or aN d/sh ceo; 9-ono seeding -Io6ft r.Pok or roods ond curb; porfn9, ond IMer hc/dmtda are by dsd os Pad of the reputed wok. An ollt.,Oed areas Md/ be loomed ond MW/ oI` unto permonent ground roan- rs earoalMed 5 the contra- Mau -7, a/ ten po bw M mob b.kvo ass. e Me eankmen ond puck Mau be protected by Me Contrmta tan y ond d/ how netted rim the conslmctm wort Loan (,onto; mote g I,eq'pmont w/rhhI Me eakng //m/N ere to bs guarded Dy tM vas of adequate DoMeoOss a Aogmm. AN DamicoWr kA h pos/thn owm/ght ore to be prgpe/y //ghted. K e pots not -iobk. IMon wok n-n- Ne usable pe-ent Nogmm Mob bs p/bed to o/d the raw of tm/fk w Mot Mere " be no undo. w /o no Llnrroera Mob bs had repmspk fir fhe sonbty of Ip w- and Me genera' pudk end a domagee M p •fy ocrurrh g ham a Won Me eak occoeknsd by -gll row a 'I o o se woo*Ig out of I hsuro on the port of the Cmtts to potml pe- a ppa-ty ban AOAIA, of open tl-b- mote o a equpmmf at on, tone of Me WY or nghf w/Mm Me earkAng sea Au eak May be m confamonce to 0SYA rey.d.JA u, Ml. l9, Pot. 1926.851 ond 1926.652. ond opp//cabh to HX7M rpWotkna. 7. no Cmhmfs Mat/ w )r ad utkYy mteaochons and rontmt &V4,,es end Ome, eft -,Ykts B no Cmtts Mon tag, as so- prkw to my axrowrl. 9. Me contracts Moo cwrdMore rna A -Von ond envwh n rote, sewer ond sto- bu V connections oAh the AmhXxt Shuctsa Enghoer, and Ue on- Eng-ere )O A6 roe -/?y ond aI- pose Mau be /o/d o/th o /osx to Mewtkn ond skpe os sheen on the p/ons 11, Ail sots /ho ond reload ask to be po'firmoo h -.V ro with Me a-wm Mots Dil&kf Spedfhma aM Dvt.#, /w the Mslo/otron of Mots lb- Ind Appslmoncee. Notes Restoration of Road and Driveway Areas Disturbed by Utility Trenches 1. Road rosloatian shot be M the line no grade shown m fhe doekgs. no rood and OWy Mcnt/ms Man be Is typical deInAeo' uMess oM-- sheen. 2 All rood and dhe y ranch resI-- shot be comp/sled - dents with the Y rot Agency o/ Pons' ntoiion Ytonoard Specipcol-, for Cbnstrucrim" 27(M; hermfte, -W ✓ ant Nrghwoy Specikcolions pe X otions found In she's plan - City/IDwn Specihcatims. In case of c Rict Me more str/ngmf specilicofion shill apply os on,-A,ed by the lngh- J no Centroclo shop Wo. ✓amen! Nigh y $ecilrcations (2O06) 5'ect 20J 1/ /o p/m-g and pr-ng embankment, A "1 mp -& fen rood embankment shot be oppmrod by N, E gee,. Fpl shay be ptoced m 12' lips, eeffae are canpocted with wn facty -poop eq nnont to 95X of moon- eendty (Stonomd P ter). 5 Rood - M secfims Mon be ploced ond compacted I minimum of J f t obote tp of any u XIl to be -stilled behre french is exrowmd for ppe p/memmt. /n trenches ono rut seclioa£ Me Confmcfa Moo provM' a ne nxessery shxf/ng, Mor-g ond brockg to ono -too compimce with W OSHA/VOSHA Morton'. 6. Methao f constmction of su ,dc shot cn,f- to gemmt Hignwoy Specie atkns 2OO6) 20112 a on deform-ed by fhe Engineer. 7 Any subgrode a subbase disturbed by Cmtracto. I,'mdved unsuitob/e by construction moth-ery. Mill be removed ond r� cad with pprowd gmmda boo fwl or Me Cont""I'i expense. no subg-Io Mol/ De cmpacted to oftodn of leas! 95$ of the maxmrum density (Stmdord Pratte) be! a pl._9 rood a emb--I mooids. B the Cmfrmts shal be rep 01, for woa ,notion of canpoctia, testing M Me rood ond uWty &woe 9 5ond rill Mo// conform to ✓ rot HV y Speck ohms (2") 70JOJ Tons 7030JA. a-n borrow Mdl cart to me V ml Highway Sp-ricotians 7 Oe Gonu/a Barrow Tab/e 70104A. to Gov'subbase Mal cmfw to ✓ rot Htghroy Spec/fr.. (2OG6) 70405 Table MA05A, - An profs Mill be, h cut existsg bit povenmt prig to penny thaou I clamed tdermce- Ex/sfin9 6/(. one totted with Mkkness of ester- poov-g on emdsrhed orphdf pavement (J" minx wen) both .sus. prig to Pov/nq. th lhkkness of existing genre a ° o d (Is- mhenum dense graded a MW stone per Vf stole Du M9 9ro- spec. 704.05A) ` I TronN f owtkn 1. set up Ind -*ItoIn ages and other omty ronfro/ devices.. 5 AWy 1,V4 ophdt tack to wrtlol hoes h o unilmm monmr Do not addle lock cool m bottom of hoe. 2. R ho tide and etch sea b cull- with o canoe/e saw P pe P Y fl insquare a r 1c ere ape and cut side , 1 re,-tkaYy 6 Fri n, of tide with 1p' th br. fo hs c M-1 and carpet! ReMpe eomword sob mole,id one omens tide to dame - /lfls no moo to ?" fnkk Each /'l t. be pavement. MOWgh/y compacted vela o vbrot y pore cpmta a o 3. Bockln/ t- nn n' Of, Ind'pact eoch off l0 95$ of Psrab/e roller ECoaimce hoe sham that 15 to ZO passes with m dmdfy o/ ptknum niorslure torten' os 'slam -no by o weml yf ore, and mix /amp -tare above 250F (Ul r) are AS IM 069E stoneor, Pmefw! be used -send/ a kss tent/%.' Hord tp Mvuld only Do 1. Reno- al I-- marsh/ and thoroughly sweep fhe I- ceo 7 Clem op a Do not I--cxrese /h a excowred moteriol N f mud and stondfnp -tor In Me Pltemmt Remove .mfely .w9ns. Replacement of Existing Bituminous Pavement K T.S / veil M 'resin t. Provide atomskn p-f Mery e/abedk /s o9ohsr curb. U JWO PM comets apookg Use mh- M cwnrsefe cab ond skewok os pm/fied fs moowaka ond curb. M Puak Mob 5pecAkor/ovr; ,= Eipansf phf ewy 20' --�� I s'a. t• dap e r 5• `_ 'arise -refs to fd-L7dlti 1/4' pe A. New can[rvN nab s.e arw t • Par., pakkq/mW 'gmw/bona Typical Concrete _Curb & Sidewalk Detail N T.S ,teach 4epee]' seed and make 6.J 1/?'radhra 1/4' rod/us Concrgfe Curb r r - e narks cmoero � � r - AN' M& fo be too''intoned a 1. • P bit--. omseta - Etyonsrbn ant, awry V' r T'� $Lotw'Mg - Scse 1/3 rota dgoM at 1 JO' -!awls 0 • e cevrse T - Use JSM pal cancrere 1 a / a H` _. NIWI4 ey onshn roar where ddewak /s woke Use mb-spa/Mg m emtrote Concrote cab curb. deal Concrete Curb Detail N. T.£ /ne Conti MN/ he ncomp In M /ynp - wrrn osrM - wswA rryaofk,nr. Bocknn mofw-iI' Mop fan nil rd/rammeorwawn•Qe fAm J' n Koren lump; ay a o 2' sad -dcoled _. Ux send t/o J/4' Meer nY cr�gnee- ma.w rn. cmren.•,e cede doge pp•) -/ 2" IW 11,B1oen sex/ m ape) w Of2'-- PotkW ro mesa .xkr-g petvd ✓Mateo' memo dpANy � £I Construction Notes I Me controcb,, wnl be repinsib/e r ap -1 .. IiIn of water m 'teen and'easy sewn yatema o' Mown on the'lens. He will be reponsk/e no, I" necessary odpler; fitt-9s etcto make c ec- to the exhlMg ono''goosed 'fin"', no C--- short be respmsb/e /a of -* M- I,*nIII d on the plena and/w ei enced In the 'yetis tiorw and oo niO Me Castro' Ma submit for 'prow/ by the Eng-ea ol/ gpes o/ materkls and products used Water Main /. Me ppe / mfe, ma- shill be doors iron c/ass 52 monulocruretl m I -cone wiM A- 0151-X cv PW pressure ppo DR 16 (Schedule M) AWWA C900, o noted on the dovengs An pion Ma' /mvB push In I— joints. All fitting£ to et, shill haw' mechmiro/ pats. Pipe lttfts Md/ be manuMctured by Gow, US PoR sans -Men vN/; or pp Iw equal 2. Ap pp, star be metaled M .I oonm w/AWWA 0-6LY! The ppo shill be kpt tee of t sign master no dsbris dusty Ms1N/ohon. !Men the pro-,, o/ pipe lay-g has stopped ony pen ones o/ ppe Ma/ be plugged Mere shd be o miner m of 6'-U' romr over ill ppe and e lines. Any ppe I.Rochb, shd/ nor exceM hrly (50) Pecent of rerommmded mmufoctu n m m do- - , BIN 1 maferids ond procedses shoo be os detoneo m the &away'. no Cmrrocta shd/ be respmskk for any and an Meet-g ond/ Mar-g necesso y lI conp/y w/OSHA - W WA regulations. J. Me testing of the water ono- Mal -o " of the testing of ill -stored pips s s hA*-, etc no tesfmg Mo/ can's'( I/ o pressure lest fd/owed by o lenkoge I-t Al test-g shah be done vela potable wer Ind - Me presence If Me EngMeer. Me peswre test cons!'/' o1 mart -log I main tend ppe pressure o1 two --& (200) Pounds per 'Wore -ch for tiro (2) hours. F doe to hod the pressure (I/- 5 poi) /a the specified time constitutes failure of t" test I the po ti lo' section of po,.. Me /l*m. test shill be t onWcree /w one (1) Hour. no time be Me leakage lest , th De Mc/uded with the time of the pressure test. During fhe he oge lest the Wan M e venter nets y ro 6M. t Fodu a of tong Msr wetter, twp/-ItItdlree f and/ - r 1 leakage Moe not ' -tl the W"o q/e n es os Mom I !able 6 Ae•IYA C- be de/nmrMed Il b Fn mea ond loch � o °aOC6mmt of the faded '•trim. Woking pressure end test 'assure shd/ Pi^ Y Y 9 � pore 9en y 4 Gr/or/notion of the '�- shop be Ice dished o/lo the voter mot has been su a V/Y Messure tested and f -qVy N.Med Dismfe Non Mop be - occadonce w/A~ C-601. Me method o1 ds-/scrim Moll be approved by the Eng-ear oM o Y offer -InW. I' vote, tom /he &Med A:sinl led mom .Mows no ewemce of eoctendagico confer-ltkn. Use 50 mg/l /0 1f hours. Me -on-- must nine -'bow 25 mg/I TMref d,,-4 flm rs not accePtoae. Sonitory & Storm Mains 1. no ppe for sans! y sewer Mal be PW 9row'ty se we ppe SDR 35 (ASTMD M34) e/M -w s kI ring, The pp. 10 storm rooks Md/ be ADS N- 12. AN Moe MI// De laid to the tine and grode snom m the pens. 2 Me -staled smit y sews pipe Ma II be /ow pressure air tested - the pes'm of the Enghoer. Afro pp, cleaning, the pp. mfkn (-'a. la -hole) Mon be tested occordhg to the fd/ow/ng procedures An -lenal ppe prossuro If 4 pounds per spuaro MM greate, /hon any Dock pressure Are to a wafer table Mo// be -led. A mAknum a/ two (2) matures Mo# be allowed kr hrnpaoture srobdiiufion. Mo ppe -6- shill be conodeed accplob/B Mm, -too W o pressure of 3 Pounds pe sW- ken greats Mon any bock pressure, In. section does not lose of at a rate greets fhon 000J0 clm/s1 a/ Mfcma/ ppo eel. Seoorotion of Woter and /or Sonitory & Storm Mains t No wafer mdn Moll be Noses then ten (to) f t In ony smlty sees, sram se or -do,, monde, and firo (3) loot I. my coIcn baser. Provde m-/mum of 16' wrikd x -Rion between ware main ono storm/ Mtay sewer. Testino and Notes M odd'tion to the obovo requeommr; d/ vote, lines and sewer lines ond monhaes MM be thaough/y tested by the Conlroets in accordance with fhe Enwmmmfn/ P,Ih,6I, Ru/es 0/04 Appondx A. Section A-02(J )and A-D4(c•RH) Not,, A// construct! Mo/ be occon oAMed M cordons with the stondsds set ! lh /n no tales! -ion of the pub/lc w I pecihbo/ian of the / m of Cocheste, one rot cad specifimfion; M fhe case-f'mnkt. the mere strin9enf s000ilk.bon Ma// pay t kc /inns and m Ilnle n1 de9e ,- a wafer roam hYt- s. Books M,// be she// keep o Me hoot a/ of /east t swI n ll 'awls I y p 9 MIN e, seines over rI the bona pm a'aprmae or eak•Eiewtrms to the rp of serw'ea area ado be 'eel's c From, & co- Neenah R-1542, L -ah - 266 or equal - r/nish grade / slope to drain _C/ t /n p/ace concreter. 1:Vt.een Use c/ass B rnncrete 00 psi) between cost tram, and precast-t, manholeT- C479 Precast reinforced Prod&, cast In p/ace-crete manhole and cover steps. C p Precast, amwold or equal.Use pl)propy4ene plasticrungswthRing gasket or Mastic 1/2' grade 60 steel re/nfwcement or equal.not mortar inside face manhole. Manhole shop be wcuum tested 5• whi/e lowest )i l e is stlll exposed Asphalt coated Cost in place or press -seal \ gasket for a// pipe penetrof/ars 8w min. C/ass B concrete or red hardened brick ;" n• ' shelf and invert. / D 4' 1 s. Tn°4 a 12 min. • ' o e ° a\ Mond/chic base sect/on - ssx Sox � atondad stonohrd - - o2 tkeq' 'spoor proctp UndisfuMed moteriol compact t ■V� s Typical _ Pre_cast Monti 2 i - N. T. S. " Iyofso t/'efaY apes use �3/�4 e' oMed sane -Sz Mona tyrrot wv pyu bMow r ppe .._ roves me es wel:Nree more-k/ Sonitory Trench Detail FOR PERMIT REKEW Mach Genera/ Water Main Notes: AN rote, Me and reiotma w,k M be groomed h -,de,- wits the "a -WOO, Mbfr Ohtrkt $sc/lkntlona -d Debts to, the MstWotkn of Nbtr iMp and Mpwtenanna', AsxelarM Ms CND $ec/l alkma . A// a6meslic saderod fire spr, ore coninkler systems 'hot ectfo ed the public -to, system shill be pot -tad o ,in, to fhev degree of hand, w;rh a bockeor pie iIn Issemdy ond n rpprglrkte /Mama/ arponsin 01em. Ri- mnfnl Mis de immf for more Ml olin on bocMFoe Protection dowses. Me CND $en! alums re to on new cm M-tim wd recarsLucrion o/ ester .Onsfmct- IksiO- Han the CND $no! oekns wi/ not be pamr/Ned -I of es P,o d -MM Me CND $cr;Fcorions the � ,O. CND 5 ol.,o a' os dermed M CW $ecr! (ion. ahW dct,mme rheaMe "no." I/ my mwotion k,n those speci6cofian Prowl, rots /Mee rod Ippurtenonces shoo be designed to the acme ,fndords of pudic ra/, -rod oppuilmnarx AH role, Mst-ran rw4 „d raft di(n MIn mlee lol must c ply with Me CND $scirrnlkns : Detods he, Mh goad must be no scone os those n(hin the oboes re/ costs CMD 50-"AeI,- Me proJecr shill be cnstiucfma, mmp/eree, mat,roMma and rp,olma M occado,- wits Me npond plans. No Mangos shall be mode in the poyrc, wdhn! the -- pprow/ of the appoprnfe CND ,vp,ns- A cap, of Me hid gvpruved plans shop De subm,llee prior to mnsAvcrron of Me rote, Neem mprov,neafs. Me Oboe, rohrencma CNO Specihc,rins state (nor no -te, An. shop be nstdlma aft, Nonmbr 15 n be/we Apr# I w11- pro, opprowl of the suprmrendont Me opprgorrale CND No -may n i*e w behre Neiwrnbr IS Ind afir April I durt,q odwrse reo/her conditions Me pgo,ty O"o, "do non to pond, o- to the DepaMmon' / Me moons of ndrtoking wIII dstiibutkn -,e" ,epvws rod mat,fmoncr, - W'wed by Me City roan ,dM,rce. Across -n o/so hoe, to be povrdma to fhe Deoorrment to, Moe, curb stgos locotma ofsMs (Ae Cry ROW M Axon-ing sevwce to "i went occwnts powwow that Me City of So M, Bw,Igfon /Wows Me n,,- s se! - M sin. ,SM.fe retie 24 Is. r Wtr 12 ,, Unifdm IXatr Ind Sew Discmnect low-MM rod sir -Mil ape Nil/ no- n / Ikon 2 brass wedges M./ogee of each ktinl. Eight-t,M pgoe shW horo no loss than 3 wedges h, fe~ of each j hMt Me sots &,i qt- Nbtr Dap,--t a -,. slates that A# oats ones ane alrpvrfenonces or 1-1- M the C'dy right u/- y , pub/. 9r-d, shah be ccnndared wrote pwxnf to Me -in-, rod IMms of one City, nq Me lh-emenr shill nor mwnr any warn 1Mes Mar non not lwmoo, been occeoled Ay the a ae -V t rI, �nsrons that - designed ro Dapw(menr .Aoxifirnrion: and we mended octtp n AH watt /Meer ond goPurtmnroa located w/MM an ao de g ofed - -1-ted or prowre by the deve'gor NW be cnaMe,ed prime area M'st, ly,, 7h, Saufh r ogtm Wale, rhpor(mn( nos -1,ce✓ owr-g Me /gook one Iin)nnce o/ W waft moose nil -trances of horn those moms nor /xa/ed M Me, ROW I,deeded over lu the City ors Mend aywow/ n coos+ be vnde,slood (hot Mis Dey,tmmr waits oily provide the sr vice of a-g the repo* and mot,fennn a/ W wort mm»a rod vppurtenonces Ill, w non M.�pectma ond Mwa,ed the M.sldM)in n/ )he roles mots nil s,'nr.', /Mess neyand /he fly owned /nrn/km.s. Me lob, rarer word be Me same os gprand M Mc Mo,.9irnail C'ntint by (he Chwrppom Ware. MbM<t nil the at, of ,Toth Mrnt,gtn -,a' -,I#, Me oboe le/ raced MAW ond mottle/ cnor9. , addolim to any he, requmeJ under fin SWM 80Nngtn Wooer Deporrmnt CN-- such I, b✓e not lM,aed ro priwt, Fre nyibanrs nil , -M, systems. At Mir tune prlwfe to, hyd Is " os--1 a' J100 pr ),/dram onuIt / , and Ike spt,k/, syarems re osxsbd jJD nnud/, Got, honer and cvn5 stops I,teHe MI C/r, ROW must horo o N only Deed /Heil to, the So1h 1n,NMgfn Mb(r Oeo,(mml ro -- access to, 4-1- in em,gncros rod /a disc--.0 .wwce to hpuen/ ncnn/s prowded Me rally o/ S-M RWmgton /d,I- /As reaunsrnnfs set /w rh in the Seofe S(ab(e U1, Z4 vSA. aWtn 129, 'Uni/,rn Nb(er rod Sew, Oix,m-l: Me .SOM &col Oln Nb/e, Dep,/mm/ snap be ant ny Nhme hard copy plus M,a'wng this pojsd /w renew. furore p/mrs must MN✓de WtW, rod yni/n'wMons - requred M the coon lei enema q,ecr arMna. �v to my b✓em, cnefr tro Me Mto%,g -1-to, must ceni- Me 5wM OwlMgtn Nbrer Oep,Mn-, to eiscuss at, repvbemmb In, mere, s4M,, nets seer rags me boc #- wennlwr. Me SWM sw/Mgln Mor, Depar/ram/ s/,o// be-fified M o ce to, u,spel a mechnkd iok f Felhg4 moon AMe rays oppurle,rmces throat 6/wkx war, in. crossfigs rod tearing pries fo occume,ice a Dak/NIMg. /t rs o N /,lion to disehoge ,Nan old wot, Mro wot,a o/ fhe Stars. A// woe, used Awing hMMg Ind MstMg o/ Me new moM must be dxh/arMalma prior ent,t,9 onY wot, a/ Me Stole. All, /Mil push rag rod h.Aon, Me n mfma /o Me d'sfribufin .slalom, two consecufim sets If ncepfuo/e sarnpl- token o' least 24 hors goat, shill be co#eclma /ran Its cow mots, rod sudnd- Ithe Y coal' NeeNfh Dey,fmm! to, ondysis At leas/ ref oI saber shop be cdlecbd Aare._ t 000 het of Me her oaf, mw'rr, ph s roe eel wan fhe Mil a/ the /Me Ind of has( roe xr room ve, e, bronch. A, s,npe reye,(s mu f M submitled to the gowopiob OeO- pro, to gont,9 on, c-hon (u n eria'Mg oafs /'roe. flan con h/ion of Me rnshuctian p )wt, Record O,o-o" NW be -I'oee /o Me qop gnat, CND supe,w, M fhe f,m o/ roe (1) n,d cop, rod on. et-1 °' ,goy M Auto-CADDW ✓aerie, 10(AJ r o! or new, Record D-ft, ,e to -0, won Tres, rod m,wMcrwr moke rod -14ug dote - ill gale non. (oboe, lies to,ill seor0 gos nil war, shut offs (N50's) Ndl be prowded n the Roewd 0row/rags Gote w/we sho// be A. W. W.A. C 500-80 Stondord Cote VW - with tech-ko/ ,hints of s&- as roq h ed on the plans A// w/ors Moll be of cost w dretde iron body, para/d brass -14 n -rising stem, ms(de -ew, resNient wedge rnnsMucfion With b' Ring for o -hh- of 6 feet (5) of root mot-A.1 Me to, o -Onng p--,- of 200 psi Adpsrob/e kn anb sty(& curb bar with 6' mil. row `-cn,Mma rrme Undisturbed sail-'r thwou¢h/y cwnpocfed Twical Gate Valve At r,S AN wale, /Me ond nioled wM fo be per/ im c, - with the 'afonw- Watt D/errkf ,sped! fi„s aW M,,OA rot the meld/o/im Ilmfe, /Mee rod Appurlenncea' mrusl block All water tine and related work to be performed in accordance with the Champlain Woter District Specifications and Details for the installation of Water lines and Appurtenances." Stainless steel tapping sleeve shall be Powerseo/ Model 3490M✓ Stainless New 8" water service — , r Steel top sleeve with mechanical ,joint out/et, or approved equal. Contact Champlain Woter District and Wet top shall be installed by persons the Engineer 48 hours prior to topapproved by Champlain Water District Retail Division and the Engineer. Typical Toproing S/eev_e_and _Valve__ N T.S NO IFS, 7. AN do M, sera es ntl ! e --t,, slorn,s I.W are --led I the public watt system<~ be ,ot-tad wrfh a bnaftw pewntion Issemb/y, mad on I,,, a;ofe Moamar asp-- syr/e,n n con, #-,. with Me Or Mon- fw Me Contra of 0,oes Con-6-1 NIMM Me Nble, system 0/ Me Cdy o/ .Both Rvdt,q/on' 2. AN rlr, /one rod rebfed wok to be perionn- M ottordance W/M the ChompbM Nber D/strkt $ee;Neat/ons Intl 0efo#s for the lnstaparkn of NOfe, I.- ond AW,I-nces " tg5t I,_ Cote wow ond tamper 8" �swilch. 6 �linK14 t B 6. g• ro domestic supply Bockflo, Prevention 2" ( double check) _ C'ty Entrance (double - Bockflow P--t/n (double check) See mechanical drawings for complate design and dotal. of sprinkler item, domestic Wot- must be isaoted from �V,ink/ syWtcm with Watts S-,,, 709 double check or opprowd equal Backflow Preventer Schematic Al/ water fine and related wok to be perio-eel M occo d- with the Chwnp/oM Nbt- D&tmt Speciffi- I s ond DetoNs for the Mefoh,afim of Nate, /'ores and Appurfonmces. A# mot s shot/ be ANNA approved /octwed b., Muo//e; pow r Me Cmfroefw shots eavrhrrr h t M>an W-Arrcot n opp--f equal. AN wives shah be With Mn 'ty "two ord-mg, Nyd-mt Oa be F hpYnt assemblies shot/ consist of on mchw Won counterdockw4e. accrrdwiro WM AWWA C-502, 3-roy post fjps !ee w o S-ol Jtont Nydont T , o sir Mai RW the / of 6' D.l A107C I. soave, ielahn. hJ wait mains shill be M n<ardan<e .ion ' j br okoway, MuM/- $up- Centurkn 250, A-42; gate rave, opprgwiota gM ppe 1( nedy G-dtm K-61A, r Wotrous Poser -ured to the gofe wow with the opprcpr/ate Me iecammnded arm for sewge oaks' so-cdhd Provide rofleetw M with two 2n hose no -,Ws and roe 4rry' rotoM- gronds, the rre hydrant, Ind appropriate fro sbte :rnd,re:. Z. se- end/ be lord err has! 10 feet nr4nfo//y e,n roy cwdonro rich Pump- no re S-M bump bog over lhrus( block. All hyWntr shot/ meet CND erts(my w papl-o wore -costs. Me m'sf,rro a be Munk/pef Stond-d � hyol-ont unto placed into sr Nee. spedrntions and shall be plugged prior to hydrants reeve tee edge In ridge. /, Mrs -ton- -, be -.4 Msfo/laf/ Nbt-ous fie must bs fnsWW WIM, o 'Barton OperotMg Nut. then Me apes .Nil/ be mtoil d assailing to thee, rp. abfa,.. 1 Ali oats in. rod etoied oak to be p,/wnWe M oc,d-- ry 4'-0" min. ., Nbt, sp-, - ns m tlktond h fl a Uetl#e /, with the 'Lh'. of - Me MatoNofar o/ Mbf, /inns me Appw(enonces. • ... Adpatob/s cast km. _ } - - wotr wove bar 7h co Sronkawoy pk,t- asked 'Watt' typ/ca/ d/ $ - Wotw main 5'N ' b-a role«rma 6' dir�de ion oats 'J wives Myers-9Jf a(and,d a 18" cots. (cbas 32) rrwrc I p p Undisturbed earth, fypknl proctor eensity. _ - Con-te thrustblock thrust block-- 6' 1452 Woto, undisturbma ed felts d.1. ws Sec-4,9 oat, mot,, MOV be laid to dera/r) ( thrust block detod) ploy I mmenwn a u<d esfn a o/ 1e' canpxped ymnr between apes. see, js is w#/ be equrdslono ond - /, as pass. Aran the -f-OM "en it is hn;'-s", to ° s Joints obtat, argot sap,olron, fhe xre, Nol/ be designee ond Nyd-on! tee 4-tad wad to -le, pope rod NW be pnnsssun tested ro rrlighlness 12' of 314" elope prior to boak gN ai nywnr drpMr Mar be prrnment/y p' 99°°-� I and- wow. Notes_ 1. Cmtroct- rhar ac de �'+ Sewer / Water Separation Detail �- p Use 3 and potyethW- aW/ng the I a9 Wvtr /Me N. Ts between rmwete ond brads and ,✓bows (fyp/rnl) - 2 AR M✓ elf sho/ be 7/ego/u9er aPProwd Woo/ Typical Hydrant Detail 3, m-h-ol pints restraints Wifh N. rS 1Wlat off nuts ,Mil/ be EBAA OrSigma, or approved equal. Note A fhasi block shill be M.- of d/ watt mots AN wale, /Me and rWotee work /o be per/ eo -aonp/om bend; redrc end cros and tees m ncccvdance rich Me-- D;strkt sp d&Orins arts lhl". / the ProwW megdu0 frtfMgs at W mwchankd pM)s fistoine- of Nbl, /Mee and wppwfmmces' NKA restWO wits twist off nulls NW be 5 og,bt,/s EBAA 0, a Smo. orappwe equal. -kNnmum nil/ hngM one Undistwbma ro#- Use msga/a9 of Ppe cnraMers set gale ran n covMod Ux <,rmfe th-,1 block iMMd - 77 " Ak Plw b" (152 cm) mM _ _ ro french wW r;1 UnE}elnted no, live/bead End Reducer_ Not&' Nero J cod. J t between pdyeMy/ snitet bINs d/ cncmb 61 Q le Ipip / FlrMgs p,nnr bond con-t. .Mil/ not belts etc. of sfthgs '-u dammee eI# 90° 45°21 1/2° or /1 1/4°Bend firust Block Details_ N. Ts Minimum Area of Bearing Surface of Concrete Alrust Block (in square feet) J. 4" 6'1 8' 12' 91Fl - 1. . _ . FOR PERMIT REVIEW RX BGRM'C cewD/nav ioAcyPs') some Nds 10, OV g 4,000 Co- l&re J, 000 be on 2, 000 son cM, 11000 Al wort line ond rotated w,k ro be pe-f ee' M acc,dnn NM rM Ch-woh, NbM Oisrric' SpeclAcv(krra rW Alah for the Mrt� Harr o/ Nbfr oboe rM AppwtWrmces' DIP' tomoral Me cnl,a<f, .shah roe Sod ewros/ h e rsspnsMb /or camplyh9 porede"b tsstMr equksd !w no w/M OSN9 POWA ToW'lA"uY D./. watt line rmgv/oficvr . M taflIti n, - the Pipe sho// be PI/Y we, Ppdt FMd loin n no mofMd shot/ - 5 X }' an a ,, grovfr DS[ .95i x Mn J' M di do, atmerd stmeard ho wono pipe rho// O,gon Nrmp; day, poor poet) how no less Mon three dgmk mfAAsrTo- T--sgJ toss wedges t,sta/ed q t, /2"2'lift, I s arts ( each 8 r,np,of nl as Mekared FI tSes So. BuA Mbtr m ?. Use on Ate sand N/ to, n honWkq ond -T./ Dock /W 'D -_ giefN km, CC 52 cw 1 /Mod N NMq rondo turbM mofsdd - C•dnpoot miles Poe Ercowte trenoh to aupp,t _ cobs 8' bop, ,bht4 ond A. equWY and c t~ eve Image Pico/ Woter Trench Details North l3 2008 `elf, Blot( comments Of (� _ IS�ooB I J/7e/O8._ Dab ne- Des,prion A A r 11 { Finish grade -\ r n1ter fabric (grossed) \ I � Yariob/e, 6minimum Compopted n', - 4" sha/I be tops l seed, and mulch Scarify or rake - _ - - - -L - bottom and sides 6' minimum of french prior to --- fl/ling with stone --__ _ lI 1 � '� ) Swrd FiYt- 175" 2" to 5" woshed— En wroChomber � t S/e�e No. ,T Posses stone or bank run _ �/)l q 10 e5 grow/ .n 1 40 Jo-115 200 5-10 6" min. Sand otter lover-- 6" m/n. �} — — I Hancor High Capacity Existing ground- i-� En viroChamber or approved equal. Individual chambers are Q5" x _ 34- J4" x 75". Connect chambers to j' attain lengths specired on plans _ 48' _ Infiltration_ Trench Section -� IV. TS. Infiltration Trench ain Task FrOAZOWNCX - ewpva'd by E..t P esrof4 IE -1 eWd rieq section of PIC SOR JS N i Ref- to Nan 6" - Y r Drain. Cover Detail u Ts gopa to oriel ec - y Rtgs A, connect too h araban chamb- aptem earyu-d by E-1 Pe1.tt 70154-1 W Tjpicd drainage swa/e. See A- K w f- / Mon. swde to h— flat bottom, es site p/on for w/dth. side s'opes to be J- 1. P✓C SOR J5 Ref- to ph- tir si e. t.5' varies L5' see site plan 90' bend 4canxcre " so//d to brick Yard Drain Detail N. T.S _.._ Gross Swale Cross Section N.TS Remow obstruct/one debris and trash ham As needed infiltration trench and dispose of properly, Monitor observation wet/ -yard drain to confirm Annuof/yf 2-3 days after storm that trench has oro/ned Mow and trip vegetation around the trench to As needed maintain a neat and orderly appearance. Inspect pretreatment devices and diwrsmi n structures Annually for /men buAd up and structure/ damage. Provide 4" min. of topsail Remove sedment and wi rease from pretreatment /g p As needed, fo/lowm annual in g spectian and establish dense grass 1 See site Plan T soil, t oP yp• devices as,well as owr9ow structures �1 for sump 1 2 1 Ir Install Miafl 50OX Alter fabric (or squa/J _ under and to sides of stone ' 2�0- D+2' pavAry fo match exist' q nre CwHxfw sna/l bit pogo• enPo'Td r paOe hr cwnP/ym9 A mound sliyhr/y witA OSNA - MS/A regu/orionr. e�fln mot-ld Whit .S 3 eora ee grease+ /non '.fi d ter no 95R 90R r o. �rc�m standard standard - proctor I proctor. Price u. fa" /tits w,d D,dxared � aamPo<r os ., Ux sand fd/ w 1/1' Po 314" rnusnee :tone os ordered by tngvrer Wore the cenfMbre .F ' a! Pipe (ur lane in any areas r Mery course back) ' 2" h eova dwnogr via J D 1" Riq/tl SfXuroom /nsWot/ (&// Mend, w&M and- For storm Ppes use / be to tali crusned rf a (. See plans /w d/Ppre De/ow cenlMme o/ p(ae - f)pes anal sires Undlslurbed at -id Storm Trench Detail N. T.S c>,near- rode HOPE C Reelf cod edge T trough -use stainlest steel metal threodM fasten- Cdl- Y Y _Altemgte. Connections E Ions shd/ be ersldled er actual ce with the moms!-lur-s msto/lotion speciftcotionz. Elevation connector section o o hough Ffos$ $ectign HDPE End Section Detail - — -_ _ _ I NT.S PIP. D t- Dimensions A e c D ID 41 Id. !.l 6 12 IRS 3J e Is '1 9 J 6 18 W 49 11 4J 6 14 39.3 18 48 6 Ja Js 88 16 6J5 6 FOR PERMIT REVIEW Stone Lined Swale N. TS REcei A R ? '10 � ��" Bufii� ,g`¢ on NO7F' All water tine and related work to be performed in accordance with the Champlain Wot- District Specifications and Details for the Into/lotion of Woter /Ines and Appurtenances. " Morrh 11. 2008 sty staff comments —st - I w h�T'O 310 — — _ _ _ --_ _ _ _ _µ.. R 1 1 I I I Li f-O ELM NOTES OFFSET Li ' ON CENTER ® '^ THIS TREE to- OFF I RTr LINE 11 E000OF VABVI wALKWAY 5=/N - en -2 prdesfo/s O / O JLX05 - I�ItlodQ'��n� E fisting _� O frons/crm rs i \ 1 4 $ARGENT CRABAPPLE h OFFSET 10FROM BULDNG c \ ` ` ENTRY COUR ,\ A REFER TO Er 1_2 - \ \ \ VERMONT ASSOCIATION FOR THE BLIND AND VISUALLY IMPAIRED , \ b an \ c u r I 3 TATMAN IMFL T-=-ORVI--iAC ---.- J I TAL6 3 ON CENTER - -Y 7.1111;W'1 Inv. J321 _ �-Y 12 AUSTRIAN PINE CB ) 5 AUSTRIAN PNC (5 ) FIELD-AO.IIIST LOCATIONS TO I BEST SCREENING AND APPCARA NOTE $FED 3 FRONT BERMS WITH SHEEP FESCUE / WILDFLOWER Mx SCCD ALL OTHER DISTURBED AREA$ WUK-CATAtlOLNr SLEREMF nv _ G PINES ON in15 151,ANlI10 RCCEVE CONTNUOII5 RANTNG MT WITH 24' LATER OF SANDY LOAM LU?_ES LTYP) REFER TO CNL DRAWING I 10' From'v ,.root. Y CNL ORA CS \AUSTRIA FINE ') 2 AUSTRIAN ') FEL JUST LOCATIONS T VIDE SCREENING AND APPEARA \ / -BICYCLE RACK I CONCRETE PAD / 11G SF ,r II i TR 50 s�r om EwrKosroMD LMS or r fARNG buffe� �� ---- -- -�- \ '0 SHEEP fCSCUE + WILDFLOWER NX •S \ \ \ \ `\\ "t�BAtl OUVrR SEED BLEND OR EQUAL - \ ` 5ErD SEED NAnE z Or NkiLRF IN11M GERMINATION O 5-EEP FESCUE 4oz 85f. NOR TMATTER LESS -EAST WILDFLOWER Mx lox 65z �^ \`, ` O O M1` INERT MATHAN 3F. wECO SEC05 LESS THIN O.lx ENDORrtTC ENHANCED FOR INSECT AND DISEASE RESISTANCE APPLICATION RATE IS 4 POUNDS PER 1000 SF PLUS ADDTIONAL 2 POUNDS PER 1000 SF Or TRANSIST OR ANNUAL RYEGRASS CATAMOUNT SUPREME NI% SCCD NAME z Of NIXTIRC GERMINATIONLIBERTY VICTOR K m WI NT BLUEGRASS 25x-35x 65% VICTORY CARD rE rCf 15Z-220X-Oz 85z CUTTER PEREMMIAL RYEGRA55 2OZ-3OZ 9Oz $PARTAN HARD FfSGIK lSx-25z aoz --- END MATTER LESS THAN 3F. WEED SEEDS LESS TnAN O.lx \ /' CNDOMHTTE ENHANCED FOR INSECT AND Dlj[ASC RC515TANCE PLANT QUANTITY SG ED - COMMON NAME VABVI BOTANIC NAME SIZE NOTE IG AUSTRINI PINE Pm. npre 8' HEIGHT B+B 7 AUSTRIAN PINE Mb . Ngre 6' HEIGHT B+B 4 SARGENT CRABAPPLE McUs—9.1:.1 2-5- CAL, B+B 7 PRNCETON ELM Ulu. •MHCOIe "Prncetan' 2.5- CAL. B+B, MATCHED 3 TATARIAN MAPLE Acer tetr 2.5' CAL. 5.5 3 CENTENNIAL STAR MAGNOLIA n.grcl. +t...t. 'Ce•tel•u O B' HEIGHT 3-5 STEMS 7 DARK GREEN ARBORVITAE TNp occde•ttl 7A9r•' S' G CLIMBING HYDRANGEA Hydrngee monde petlolerls 5 GAL 24 RUBY SPICE SUMKRSWECT Clete s d"fole'RWy 5P¢e' 36" 43 S6CRIAN CARPET MKr b t. de<wsete W cow 21 HOSTA Mo to widAata 'Abo Mwgilete' 2 YEAR CONT 41 STELLA D'ORO DATLLT Henn obs "Stem O'oro' 2 YEAR CONT 100 PAGMYSANDRA FxM+mtre ter•lal Ie, FLATS f- T• K TK Landscape Architects LANDSCAPE ARG+TCGHUC + SITE PLANNING 133 BLAKELY ROAD. SUITE 203 COLCHESTER. VERMONT O544G VOICE + FAX, 802-8G4-1843 E-MAIL- trrry •Lklyd.<oIP a cor.rnr rooe.r,,,„N 1. PRIOR TO GONStRUCTION, THE CONTRACTOR SHALL CONTACT DIC-SArE • 1-BBB-OG-SprE AND THE PROJECT OWNER TO VERIFY THE 'AS-BOLT"LOCATONS Of UNDERGROUND UTLITES THE CONTRACTOR SHALL NOTIFY ME LANDSCAPE ARCHTECT Of ANY CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND EXISTING CONDITIONS. THE LANDSCAPE ARCHITECT SHALL REVIEW PROPOSED MODIFICATIONS TO THIS PLAN AND MAKE RECOMMENDATIONS A- REVI$IDN5� QI RELOCATE ELMS 1' H50E PROPERTY LINE INCREASE RANT 512C5 REVISE SITE PLAN TO MATCH ML PLANS 3-8-08 LANDSCAPE PLAN VABVI VERMONT ASSOCIATION FOR THE 13LM AND VISUALLY MPARED KMBALL AVENUE SOUTH BURLINGTON. VERMONT TK PROJCCI OW-1 2-20-05 SCALE AS SHOWN L - 1 17 RUBY SPICE SUMMERSWEET — 4 ON CENTER, HEDGED 3 STAR MAGNOLIA 10' ON CENTER 3 BENGME5 ���� 41 SIBERIAN CARPE�$J 3 ON GENTER, STA RED RK 3GO SFe 60 R�� I IOTiOVALVE� TO COVER ALL PLANTS N TH15 PROVIDE SLEEVE UNDER WALKWI ACCESS PLANTS AT rLAGPOLF IIIIIIIIIIIIII10 "i PEDESTRIAN BOLLARD LIGHTS REFER TO CM DRAWINGS KREBS + LANSNG CONSIATNG ENCJNEEERS 1B_l. D4p1G w F 8 RADLIS s 2] H05TA -1101- 18' ON CENTER, STAGGERED FF 336 0 r' n ENTRY COURT 1 1/B'-1'O' CONSTRUCT 3' SAM ER RN AROUND EACH PLANT 3' LAYER OF APPROVED SHREDDED BARK MULCH CONTINUOUS LAYER WHEN USED N 5HRUB BE05 UNDERLAY WITH BLACK WEED BARRIER FABRIC LOOSEN. GUT. + REMOVE 1. BURLAPFROM TOP 2/3 Of ROOT BALL 3' LATER OF SHRED( PLANT SHRUB o' 9DEPTH OF TOPSOIL / COr AT SAME DEPTH AT WHICH SHRUB HAD PREVIOU5L CROWN B. _ _ _ APPROVED TOP50L PLANTING MIXTURE I G, MINIMUM 3 \� SHRUB PLANTING �/ NTS 4 DAYLILY BED 1'•1'O" N Proper Tree Planting Diagram Remove trWnetC guemi Low Dr,-fi- Remove Wine Wakety. arr tcmParar;,; hul, MP Iolnote stro HB tmnks, OY LIK. lAp aYLd fOW �%' t-- I:,,IvNv Ohly drad or damn in the d after V,,tt ed and �ackfiilsd t brakes bl:anohcs .or + cbuH18 le.'Nrrs xt. halfxaq< Gut and fold pt—il" flw. down burlap frond uCvppn' VZ of hall f' Bud dmf6 CUT- alAd rciva, 'II poly rice Root edhw shell be 2 1 Icvcl or ueTo 1 - '� Abc1r iilAhed glado mMdeh: ;14 anod h:aH, 1 Rem" front chips, sllrc'ddcd or m"ilar mukM Keen I aw4" Do/ , '( top of ball If .1... W. mukM 8' baef from - w y i v Ux 'Ati ing 1%-''� �p d01M soil. Water Evil uruler biq UrellepabM ek w of the Lho rorlghly 1. hole vfuI, climhudl air la support Toni ball —A L^Ack(illir pocket. Do educe setllhre 5 not LaNll'I 3 Gmee bill diemaw a.kr only if you ll— ro Uec 3" wWe w. chi±il lg ofrapo Arid f•ccwe to statics "it'll aavy gaugc aue. The wire should be At* Co DUCk stralghr out' from Lhc .Peke "d old the weHhimg ellar up, prn'rnThlg it fiom sliding don the fire Do nor stAkc Ight'ly - trees,gahl eticI with fl Our movcnm Nr. Remove All sl'Akcs Aftu 011c ycer. 'eo of rice ar'aP it riot Iccornnlclvled. As it CAU5CO A uurnber of PI ONC111s fO1 the t'rce. n SOUTH BURLINGTON TREE PLANTING DETAIL L NTS PACHYSANDRA. BARE ROOT POOR TO PLMTNG. SOAK IN WATER AND CAREFULLY SEPARATE ROOT SYSTEM 1' LAYER OF SHREDDED BARK MACH ADD 2 NCH LATER Or COMPOST AND MIX INTO THE TOP 51X INCHES Of EXISTING SOL PACHYSANDRA BED ,.-,.o• FNSHED GRADE 1/2' BELOW TOP OF EDONG I.PNIIH LANDSCAPE EDGING 3/1G- % 4- ALUrN-M. BACK rN5M USC PREFORMED CORNERS AS NEEDED FLUSH OVERLAP JONT A5SEMBLY ( PCRMALOC OR EQUAL FACHYSANDRA SIDE DAYLLY SIDE 15' X 3/12 ALVf4JN STAKES T 1 �MINMLM MCD SLOTS N CDGNG MIN" 2 ON CENTER 6 LANDSCAPE EDGING NTS T• K Th Landscape Afchilects LA050APE ARCHHEGTURC ♦ She ftA 133 BLAKELY ROAD. SUITE 203 COLCHESTER. VERMONT 0544G VOICE + FAX- 802-8G4-7843 E-r1AL- terry-tkI.W.— ® ccT.cun mw n urox..r uuna+s. --U4-i 1 PRIOR TO CONSTRUCTION. THE CONTRACTOR SMALL CONTACT DIG-SArE - 1-8BB-DIG-SAFE AND THE PROJECT OWNER TO VERITY THE 'AS -BX_T'LOCATONS Or UNOERGROUND UTUTRS. THE CONTRACTOR SMALL NoTIrY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND EXISTING CONDITIONS. THE LANDSCAPE ARCHITECT 5HALL REVIEW PROPOSED MODIrr ATRNN5 TO THIS PLAN AND MAKE RECOMMENDATIONS AS NEEDED TO AVOO CONFl1_IS BETWEEN THE PROPOSED CONSTRUCTION AND EMSTNG SITE CONDYON5. RLV151OH5� LANDSCAPE DETAILS VABVI VERMONT A550CaT1ON FOR THE BLIND AND VISUALLY MPARED IWALL AVENUE SOUTH BIRLNGTON. VERMONT TK PROJECT 0803 2-20-Oil SCALE AS SHOWN L-2 TRUE ( RING GOU+iERWECMT G 20allM " FLAGPOLE SOVEREIGNTY CABLE BASED INTERNAL HALYARD SYSTEM MODEL 120050168 NATURAL ANODIZEDA FNSM BUX_MOAT FLAG POLE COMPANY 221 HOR5.w ROAD HOR5MAM. PA 141044 8GG-675-1040 LOCKABLE HANDMOLE ACCESS FOR INTERNAL HALYARD GABLE WNCM �,,////�ALLXMNUIM COLLAR, TYPE FC-11 SEALANT ASPHALT TREATED FELT Al GROUND SLEEVE FROM MANUFACTURER ABUTTING CONCRETE /LATWORK SAND FILL CONCRETE FOUNDATION - PSI (5) 84 RrMFORCNG BARS n SETTNG WEDGES FROM MANUFACTURER STEEL BASE PLATE FROM MANUFACTURER U UN GROUNDING ROD r BRAIDED CABLE CLAMP TO STEEL FLAGPOLE BASE PLATE 36" FLAGPOLE 3 ON 1 510[SLOPE AUSTRIAN PINES MOWN LAWN TURF ■ 72" _ UNVERSAL DESIGN SEAT HEIGHT -- L Fl WILL-. BACKED INTERMEDIATE star 2 RFACE MOUNT ARM SURFACE MOUNT LANDSCAPE FORMS SLRFALE MOUNT BTO CONCRETE FLATWORR 8 0 0 -521-254G BOLT THEFT STAINLESS STEEL BOLTS WITH THEFT RESISTANT HEADS GORE fLATWORK AND SET WITH EPDXY GROUT n BENGH G 1/2--1'0' WABASH VALLEY OR EQUAL 7 UNIT CAPACITY BICYCLE RACK WAVE MODEL WA-9-5M-MC. COVER PLATES 84" S SURFACE MOUNT STAINLESS STEEL BOLTS EPDXY GROUT BICYCLE RAGK TOOLED JOINTS AS SHOWN ON SITE RAN TOOLED JOINTS • 25Z OF TMCKNE55 OF CONCRETE CONFIRM JOINT PATTERN WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION 5' THICKNESS 35 • PS4 5Z AR ENTRAINED BROOM FLASH ASPHALT TREATED FELT EXPANSION CINT FILER AT CONSTRUCTION JOINTS AND/OR ABUTTING STRUCTURES _ CRUSHED GRAVEL BASE"`-' VTRANS SPECIFICATION 704.05A. FINE MINIMUM DEPTH B' (AFTER COMPACTION) COMPACT TO 95Z MAXIMUM DRY DENSITY AA5HTO T-99 METHOD 'G' \ 1F1• ' COMPACT A COMTO 9CIZMETHOD DIRT DENSITY 99 NEr AA5MTO r-nOD oO 'C''c• FIELD DENSITY DETERMINED BY AA5HTO METHOD 7-191 C5AND COME) OR T-238 (NUCLEAR) MELD MOISTURE DETERMINED BY AA5MTO T-99 OR AA5MTO T-239 (NUCLEAR) m 9 ENTRY COURT CONCRETE FLATWORK J Ivl OFFSET 1' NSIOE A[ PROPERTY LING �TRIAN PINES KNpALL DINE ! 1 E 1 ON 2 SIDESL OPE ELM TREES � � ._..�. .....�., �.. T• K TK Landscape Architects LAXDSLAPE ARGHITECTLRE • 51TE FLAN MG 133 BLAKELY ROAD. SLIT[ 203 COLCHESTER. VERMONT 0544G VOICE + FAX: 802-eG4-7843 E-MAIL- terry Atklay.GOR ® canNw� zooM r[ ulos[Nr[ ucnucis M:. Z-ufz 1. PRIOR TO CONSTRUCTION. THE CONTRACTOR SMALL CONTACT DIG -SAFE A 1-888-DIG-5AFE AND THE PROJECT OWNER TO VERIFY TH[ 'AS-8MT' LOCATONS Of UNDERGROUND UTUTIES. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND CASTING CONDITIONS. THE LANDSCAPE ARCHITECT SHALL REVIEW PROPOSED MODIFICATIONS TO THIS PLAN AND MAKE RECOM E ATIONS AS NEEDED TO AVOID CONFLICTS BETWEEN THE PROPOSED GON STRUCTION AND EXISTING SITE CONDITIONS. QI RELOCATE ELMS 1- INSIDE PROPERTY LINE RCV154ON53-8-08 LANDSCAPE DETAILS VABVI VERMONT A550CMTION FOR THE BLIND AND MZUALLY IMPAIRED KIMALL AVENUE SOUTH BRLNGTON. VERMONT TK PROJECT 0103 2-20-08 SCALE AS SHOWN L-3 11 5 � f'TTf—I I I I I — —B if 1 T —II , 11-_Lo _ — �'M le 41 Qp �° ��° 01 01 -e Q— ' e- ''� �-• 'ti-• >� �-- ^� � >� +,- �-- L � > > � o 0 0 0 0 0 0 o ti ^� � ti� �j'+r ^� � >; / / ti o _ _ _ _ -�'� 4' - 4'_ 4' 4' 4'_ 4R'_ 4• 4' 4_ 4' 4' 4' 4�•_ R 4— R— 4- 4��i-•_R� R�-_R� 4'- 4_-_4L�- 4=?' 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R 4 4 4 4 R 14 4! ,�4 / 1 1\ R 4 R \ \ ,,4► q� I ljhl I ^ _�—r♦!}_Jr_!q— b —$ �— r'r — L--'J� �� L I I tall h a ^) L \\ R'L '�h \ AI b� 5 I •� l l l t ♦ svw.aatrulgnm 'L' ti• �' � 4' R' 4' 4 R' xi 4• ♦ ♦ ♦ ♦ _ , as 1 I PFOPOsed HU#ding _ 12, 000 S.F _� i �. �. ti. �\ \ Iti. I bM I q q^5 Q1 Qti 40 FF 336.0 50' 1 1 1 5 1 I \\\ N. .. I 11 1 1 11 1 _ \ a.�'dq� 4. 4. �\ ti. 1 ,�o-}�`v3 ti �.\♦�q.• ,�,,�' � ^� ti i ti 11bI¢y 14�' 41 } ��,�, \3a54; � � i � � 5 O � ` �/ ^5 IJ,�b g/ /,J?/ `L Y' '♦ O \(` � ��\�. ` \ \ 1 ti' ti' ?. ?. 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Hubbell Lighting, KimNow Wall Director, `) KN-WD 14, 100 watt pulse start metal halide bulb, 12' wall mounting height. G Hubbell Lighting, KimNow VR Bollard KN-VRBI, 100 watt metal halide bulb 42" high bollard _ Prescolite Liteframe 8" Downlight, 39 Watt Metal Halide Notes: 1) The shown horizontal illuminance values are in foot candles and are shown at W intervals across the entire site. 2) The data has be derived by the "Lumen Designer" computer program using IES fixture files available from the manufacturers. 3) Lighting power is 0.095 watts per square foot for parking and walks. 4) All fixtures shown are cutoff lmninare. 5) Exterior lighting control is astronomical time clock for dusk to dawn lighting, with the some fixtures turned off at mid -night. 6) This design meets the IESNA current Standard 90.1-2004. REcE/ E D MAR j,"j of So. QLrlington 1150 Airport Dne Po Box 2283 S. H_ngto% VT 05407-2283 (802)6SM320 6SM349 F. Vermont Association for the Blind and Visually Impaired Kimball Avenue So. Burlington, VT 05401 Site Lighting Dated: Feb 21, 2008 Scale: I" -= 20'-0" Drawn: Walt Adams SL 1.0 Sheet I of I I Page 1 of 1 ray From: Chip Dillon [CDillon@neagleychase.com] Sent: Monday, March 17, 2008 10:04 AM To: ray Cc: spouliot@vabvi.org; Bernie O'Rourke; terry@tkland.com; Krebs & Lansing; Stephanie O'Brien - OBA Subject: VABVI - 60 Kimball Ave. Ray - Per our conversation this morning, NCC will take a continuation on the site plan application SP-08-12 for the March 18th DRB meeting. Please include review of this project on your April 1st meeting. We will submit a package of revised plans and a request to amend our application with an easement from 50 Kimball Ave prior to that meeting. Thanks, Chip Dillon 3/17/2008 South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 March 14, 2008 Mr. Ray Belair Planning and Zoning Department City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Vermont Association of the Blind Kimball Avenue Dear Ray: I have reviewed the plans for the construction of the building for the Vermont Association of the Blind on Kimball Avenue. I have the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers per NFPA 13 3. Full code compliant Fire Alarm System per NFPA 72. 4. Fire Alarm System panels and enunciator location(s) to be specified by SBFD. 5. Fire Department Sprinkler Connection location to be specified by SBFD. 6. Provide an emergency key box(s) for the building, location to be specified by SBFD. 7. The proposed new fire hydrant as indicated on the site plans should be relocated to the "island" opposite the front door. 8. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. Page — 2 9. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of fire suppression equipment such as hoselines, portable and aerial ladders and other equipment. 10. Though I do not review building plans, I did review the floor plan submitted with these plans. As Fire Chief I am concerned that there are only two exits from this building. Though they may meet the fire and building code, given the anticipated clientele the number and arrangement of exits I feel that there could be some issues associated with emptying the building in a timely fashion. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and the Vermont Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Fire Chief CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: February 28, 2008 \drb\sit\desarno\VTAssocBlind_siteplan.doc Plans received: February 22, 2008 enda #10 60 KIMBALL AVENUE SITE PLAN APPLICATION #SP-08-12 Meeting date: March 4, 2008 Owner Applicant O'Brien Brothers Partnership Neagley & Chase Construction PO Box 2184 PO Box 2283 South Burlington, VT 05407 South Burlington, VT 05403 Engineer/Contact Property Information Chip Dillon Tax Parcel 0980-00050 Neagley & Chase Construction Commercial 1- Limited Retail Zoning District PO Box 2283 South Burlington, VT 05403 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Neagley and Chase Construction, hereafter referred to as the applicants, are seeking site plan approval to construct a 12,000 sq. ft. general office building, 60 Kimball Avenue. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on February 22, 2008 and have the following comments. Zoning District & Dimensional Requirements: C1-LR Zoning District Required Pro osed Min. Lot Size 20,000 S.F. 101,930 S.F Max. Building Coverage 40% 11.8% Max. Overall Coverage 70% 32.1 % Max. Front Yard Coverage 30% 8.4% Min. Front Setback 50 ft 50 ft Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. Max. Building Height 40 ft. 28 ft. Zoning Compliance 1. Coverage information shall be provided on the plans. The plans shall be revised accordingly. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Access to the new building is proposed via an 80 foot opening to Kimball Avenue which narrows to a 24 foot driveway. Pedestrian movement within the site is adequate. The applicant is proposing a five- foot concrete sidewalk along the front of the building and connecting to the existing sidewalk along Kimball Avenue. Based on 12,000 square feet of general office use, the site requires 42 parking spaces. The site plan includes parking for 43 vehicles. Two handicapped parking spaces are required; three are provided. The applicant is also proposing a future addition of 2000 SF. This additional general office use will require seven (7) additional parking spaces. The plans submitted by the applicant include a note which states there are 7 future parking spaces. However, eleven parking spaces are shown in a dashed format. The applicant should clarify how many they are seeking at such time as the addition is approved and constructed. 2. The applicant shall clarify how many parking spaces are being proposed at such time as the future addition is constructed. The plans shall be revised accordingly. CITY OF SOUTH BURLINGTON 3 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking is proposed to be located to the side and rear of the building as viewed from Kimball Avenue. Staff finds this in conformance with this criterion. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The height of the building will be below the maximum height of 40 feet for a peaked roof. No height waivers are requested or needed. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 3. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The South Burlington Water Department has reviewed the plans and provided comments in a letter dated February 26, 2008 (attached). 4. The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated February 26, 2008. If necessary, the plans shall be revised accordingly. 5. The applicant shall obtain final wastewater allocation approval from the Director of Planning and Zoning prior to permit issuance. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted elevations of the proposed buildings. The proposed building is primarily brick, with some metal fascia trim and brick veneer exterior wall finishes. The surrounding buildings are also primarily brick. (t) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The proposed project does not fall within a design review district. However, staff finds that the proposed building elevations relate harmoniously to the terrain and existing buildings in the vicinity. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The applicant is proposing a curbcut from Kimball Avenue which would be shared by the abutting property to the north, currently a vacant lot, at 50 Kimball Avenue. This curbcut is located almost entirely on the vacant lot. At such time as development occurs on the vacant lot, the curbcut will be used to serve both properties. Because the connection is proposed across this lot, the applicant shall submit easement language for review by the City Attorney and to be recorded in the land records. The plans shall be revised to show the entirety of the lot at 50 Kimball Avenue, showing the access easement with metes and bounds. The application shall also be amended to include the property, 50 Kimball Avenue. 6. Because the connection is proposed across this lot, the applicant shall submit easement language for review by the City Attorney and to be recorded in the land records. The plans shall be revised to show the entirety of the lot at 50 Kimball Avenue, showing the access easement with metes and bounds. The application shall also be amended to include the property, 50 Kimball Avenue prior to approval by the Development Review Board. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plan shows a recycle and trash area in the eastern parking area. However, it is not shown as adequately screened. The plans shall be revised to depict this dumpster as adequately screened. 7. The plans shall be revised to show the trash and recycling area as adequately screened, to the satisfaction of Staff. Furthermore, the applicant is proposing to add additional parking spaces in this area at such time as a future addition is constructed. The dumpster location is shown in this area of future expansion. There is no proposed site for the trash facilities when this area is taken over for additional parking. 8. The applicant shall show an alternate location for the dumpster at such time as the building expansion is completed and the additional parking spaces are needed. (d) Landscaping and Screening Requirements Based on submitted building costs of $1,800,000, the minimum landscaping budget should be $25,500. The applicant is proposing $24,145 in new landscaping. Of this, several proposed species, valuing several thousand dollars, are not trees or shrubs, as specified by the Land Development Regulations. While they may still be planted, they will not count towards the minimum landscaping budget. Furthermore, the applicant is proposing seven (7) elm trees within the City's Right of Way. These trees are not on site and shall not be counted towards the minimum landscaping budget. The CITY OF SOUTH BURLINGTON 5 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING applicant should work with the City Arborist to determine if the City wishes to accept these trees or move them from the street right of way. Therefore, the proposed plantings do not meet the minimum landscaping budget. 9. The applicant shall submit a revised landscaping plan and itemization which meets the minimum landscaping budget of $25, 500 in accordance with Section 13.06 of the SBLDRs. The City Arborist has reviewed the plans and issued comments in a memo dated February 26, 2008. The applicant should adhere to these stipulations. 10. The applicant shall adhere to the comments of the City Arborist. The plans shall be revised accordingly. Pursuant to Section 13.06(B) of the Land Development Regulations, the plans shall depict snow storage areas that will minimize the potential for run-off. Adequate snow storage areas are shown on the plans. A bicycle rack is depicted on the plans. Lighting Pursuant to Section 13.07(A) of the Land Development Regulations, all exterior lighting shall be shielded and downcasting to prevent light from spilling onto adjacent properties and rights -of -way. The pole lighting proposed by the applicant meets the standards set forth in the SBLDR. However, some of the cut sheets submitted are questionable. The applicant submitted cut sheets which depict a ground -mounted fixture which appears to be flush at ground level and directs light upwards. This is not in acceptance of the lighting specifications of the SBLDR which states that all lighting must be downcast and shielded. Furthermore, the lighting plans reference a "Prescolite Lightframe" which does not appear to be included in the cut sheets submitted by the applicant. 11. The applicant shall revise the lighting plan in accordance with the SBLDR; all lighting shall be downcast and shielded. The lighting plan shall be revised accordingly. The applicant shall provide cut sheets for all proposed lighting fixtures. Traffic The estimated traffic based on 12,000 square feet of general office use is estimated to generate 17.88 pm peak hour trips. Stormwater The City of South Burlington Stormwater Superintendent is reviewing the plans and wishes to provide comments. As the application was only accepted within the last week, he has not yet been able to provide these comments. 12. The City of South Burlington Stormwater Superintendent shall review the plans and provide comments prior to final plat approval. If necessary, the plans shall be revised accordingly. CITY OF SOUTH BURLINGTON 6 DEVELOPMENT REVIEW BOARD Other DEPARTMENT OF PLANNING & ZONING The City of South Burlington Engineer is reviewing the plans and wishes to provide comments. As the application was only accepted within the last week, he has not yet been able to provide these comments. 13. The City of South Burlington Engineer shall review the plans and provide comments prior to final plat approval. If necessary, the plans shall be revised accordingly. The City of South Burlington Fire Chief has reviewed the plans and provide comments in a letter dated December 6, 2007 (attached). The applicant shall comply with all requests of the letter. 14. The applicant shall adhere to the stipulations of the City of South Burlington Fire Department, per the letter dated December 6, 2007. The applicant should work with the Fire Chief on the issue of a secondary fire hydrant prior to recording of the mylar. 15. The dimensions of the lots should be included on the plans. Portions of the subject property lie within the flood plain overlay. This shall be so noted on the plans. The plans shall be revised accordingly 16. Portions of the subject property lie within the flood plain overlay. This shall be so noted on the plans. The plans shall be revised accordingly. Staff recommends that the South Burlington Development Review Board continue Site Plan Application #SP-08-12 so that the applicant may address staff concerns included above, and so that the City Stormwater Superintendent and City Engineer may have time to comment on the plans. Respectfully submitted, "Cathy nn LaRose, Associate Planner Copy to: Chip Dillon, Neagley & Chase Construction, Contact South Burlington Fire Department 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief December 6, 2007 Mr. Ray Belair Planning and Zoning Department City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Cursory Review — Vermont Association of the Blind Dear Ray: I have looked at the conceptual plans for the proposed construction of the building for the Vermont Association of the Blindoff of Kimball Avenue. I the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers as required by Vermont Division of Fire Safety. 3. Full code compliant Fire Alarm System. 4. Fire Alarm System panels and enunciator location to be specified by SBFD. 5. Fire Department Sprinkler Connection locations to be specified by SBFD. 6. Provide an emergency key box(s) for the building, location to be specified by SBFD. 7. Elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. 8. Additional fire hydrant as indicated and upon review of final plans a second may be required. 9. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. Page — 2 10. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of hoselines, portable ladders and other equipment. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and the Vermont Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. m rel , Douglas S. Brent Fire Chief l February 26, 2008 Krebs & Lansing Consulting Engineers, Inc. 164 Main Street Colchester, VT 05446 RE: VT Association for the Blind Kimball Ave. So. Burlington Dear Sirs: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. The attached Application for Water Allocation must be completed and returned to the South Burlington Water Department as soon as possible. As this project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Champlain Water District Specifications and Details for the Installation of Water lines and Appurtenances, henceforth the "CWD Specification." 4. The CWD Specifications are applicable to all new construction and reconstruction of water infrastructure. Variations from the CWD Specifications will not be permitted except as provided within the CWD Specifications. The appropriate CWD Supervisor as defined in the CWD Specifications shall determine the acceptability of any deviation from the those specifications. Private water lines and appurtenances shall be designed to the same standards as public water lines and appurtenances. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 5. The project shall be constructed, completed, maintained, and operated in accordance with the approved plans. No changes shall be made in the project without the written approval of the appropriate CWD supervisor. A copy of the final approved plans shall be submitted to the Department prior to construction of the water system improvements. 6. The applicant, developer or owner of record shall procure all permits, licenses, and easements that may be required to complete planned construction, including payment of all applicable fees, and shall comply with all conditions set forth in each permit. 7. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the `Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. 8. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The appropriate CWD Supervisor may restrict work before November 15 and after April 1 during adverse weather conditions. 9. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new mains shall be six feet (6') to the top of the pipe. DI water pipe shall be Class 52, cement lined. Soil corrosiveness testing is required for this DI water main installation or the pipe shall be poly wrapped. 10. Stainless Steel tapping sleeves shall be used on Asbestos Cement (AC), Cast Iron (CI), Ductile Iron (DI) and PVC C900 distribution mains. Sleeves shall be Powerseal Model 3490MJ Stainless Steel tap sleeve with mechanical joint outlet, or approved equal. 11. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or approved equal. 12. A six-inch (6") gate valve shall be installed to the downstream side of the fire hydrant tee and 8"x6" reducer on the building service line. 13. The proposed pole mounted light on the building side of the second 45-degree bend must not be installed closer than five -feet (5') from the proposed water line. 14. The proposed water line must not be installed closer than five -feet (5') from the existing concrete pad and utility pedestal. 15. It is a violation to discharge chlorinated water into waters of the state. All water used during flushing and testing of the new main must be dechlorinated prior to entering any water of the state. 16. Fire hydrant assemblies shall consist of an anchor tee or a Swivel Joint Hydrant Tee, a six-inch RW gate valve, the appropriate length of 6" DI pipe secured to the gate valve with the appropriate retaining glands, the fire hydrant, and appropriate thrust block. All hydrants shall meet the aforementioned CWD Specifications, and an approved hydrant flag shall be supplied with each hydrant. Hydrant drains shall be plugged prior to installation. Note: Waterous fire hydrants must be installed with a "Boston Operating Nut." 17. The South Burlington Water Department ordinance states, "All water lines and appurtenances not located in the City right-of-way or public grounds shall be considered private pursuant to the ordinance and others of the City." Therefore, all water mains and appurtenances associated with this project shall be considered private, and subject to all associated fees and requirements. At this time private fire hydrants are assessed a $100 per hydrant annual fee, and fire sprinkler systems are assessed $30 annually. 18. Gate valves and curb stops outside of the City ROW must have a Warranty Deed filed for the South Burlington Water Department to gain access for operation in emergencies and for disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements set forth in State Statute Title 24 V.S.A. Chapter129, Uniform Water and Sewer Disconnect. 19. Fire flow conditions must be able to meet the requirements stated in the CWD Specifications, as well as meeting any conditions set forth by the Fire Department. This project is near the end of a Department created dead end line on Kimball Avenue, and therefore subject to all conditions created during routine and emergency operations of fire hydrants on dead end lines, including but not limited to extreme pressure fluctuations, as well as water quality issues that might develop from low demands on non -looped lines. 20. No parallel underground utility shall be designed or installed within four feet (4') of the water main from either side, or above the water main from the bottom of the main to finish grade. The exceptions of storm sewer and sanitary sewer are only as allowed by the CWD Specifications and the VT Water Supply Rule. No building or structure shall be built above the water line or within the water line easement. Generally storm sewer and sanitary sewer will be designed to be installed with a five-foot (5') separation unless provisions have been included to allow for proper support of either the storm water or sewer structures or water lines in the event of a needed excavation of the water main. The gas line, telephone line, and electric service are not shown on these plans. No utility shall be placed within five feet of any gate valve or ten feet of any fire hydrant. Generally, trees and shrubs shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 21. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 22. The SBWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, appurtenances, thrust blocks, water line crossings, and testing prior to occurrence or backfilling. 23. 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 1,000 feet of the new water main, plus one set from the end of the line and at least one set from each branch. All sample reports must be submitted to the appropriate Department prior to opening any connection to an existing water line. 24. Upon completion of the construction project, "Record Drawings" shall be supplied to the appropriate CWD supervisor in the form of one (1) hard copy and one (1) electronic copy in Auto -CAD Version 2003 Format (.DWG) or newer. All Record Drawings are to include valve ties, and manufacturer make and casting date for all gate valves. Location ties for all curb stops, and water shut offs (WSO's) shall also be provided on the Record Drawings. 25. Further review changes may be required as this project proceeds through the permit process. Future plans must include details and specifications as required in above. If you have any questions or I can be of further assistance, please call me. Sincerely, f Jay Nadeau Superintendent CC. Cathy LaRose Bruce Hoar Doug Brent Enc. Plan Reviews: VT Assoc for Blind 2-08 Vermont Assoc for the Blind TK Landscape & Associates 2/26/08 Plans look good, the only recommendation I have would be to install a continuous planting pit 2-2.5 feet deep, filled with a quality loam or sandy loam in the parking lot island CITY OF SOUTH BURLINGTON PUBLIC WORKS 104 LANDFILL ROAD SOUTH BURLINGTON, VT 05403 (802) 658-7961 X 103 FAX # 802-658-7976 . MAILING ADDRESS CRAIG LAMBERT 575DORSET ST. PUBLIC WORKS ARBORIST SO. BURLINGTON,VT 05408 e-mail clambert@sburl.com -- -Kimball Avenue ---------""i._ r..,-------- ;IIr------ II 'Proposed Building.. ' I t, 000 s F NOBA'k- _ _=`ems{ Li i \\� `� te'llDt Alien IRN9LAIQ i., � �naessiaa[ewie.T=}--a RO& isagas'; :1 \,\ ```� Notes• N, - _-_-_-v t. fie /oaot/m and matenb's of edsrirg u08ties is,; \ __ --- not warranted to be exact or carnp/eta The ----- Cantnndw shay tldd locate d/ Owbirs and be \ ,t salaly reslransb/e As, are existing, u14/1/es and rher \? contact nvpted SAFE prior fie Canbvctar .Mld/ k. cantoet !NC SAFE prior to carnmancng any rack. Z. .. Jelw ----------�".a"�R-----------Vi— — — — — — — — — — eanm -- A venue------------------>-----0' ___L..---."-'. to' s de hard setback \ I 1" ��I/ i - ..o J-........��i �' == ""•-.._.+^"✓�� I f Mhsravl .Mn Hart Osgood aa» 2 odawar/ar, wetland I y- a (at rkne of �y) aan/r j Ovri n ,r. I ti ►/ oelabs, M Ism ---_`__ 2 fiie plan ie in - way o baandory —Y j /yy{{ �_ _ / /' �•' _ J .I A// water related Inrk to be performed rn f` /s '1#{j Jill'( �€ `f'E1 `I occorolanae WM the �oeeiRanrkwa and Oerois � � ` °' 4 � j I j { �; `i � � \ / far Of Installation of Nbhr lives and / i J i l E, , / RECEIVE D theChanance, for r ls&kNbter SXrl CW Owed by / i' l i \ Me Ohamploir MMe Ohbiet Me arty o/ e / BvAk/g,tan, and Me VA/agv o/.Arfd/a' I. Rehr to Lanafscgos H[igrr Plan and terq FEB 2 Plan for \ \,.�- abtoAs of p✓antkrgs and //gfrtx - - / Legend Location Maw N. r.S I MM1. P1,11fy Line .a. 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(1200Dr(.IS/100Y1)) = 42 spares requied o / �378�- Existing, Contour -.- Sign Area.' 13;ooces pm~,p ------ Prapaxd Centaur Lot 3 - dass 2 eadand wale nw.e a..w6eo+ a atw acres 234 o zoned.. 100' strewn bunEr ` / Design ~� Overa// Site Plan N/xed /ndrsbid and Cornmarc/d O/stmt (/C) ,,,,, pass 1 ret/and buOSr Draen sw Nkrxnum Setboekc ,' r / / a �� Net ba ding Checked _ Vermont Association for the B Front Yard• JO' 50' for lot clang Xibdl A—e / Seale 1 = SO' and Visually Impaired Side Yard,1300, / 'ter pO1�'"1et Date Feb. 2Q 200B Business Pork North Lot 3 Rear' r / ® Net �� Pro t 07189 Kknbo/l Arerlue south Burden fie pvnpoxd bu/Ydng, w'/ be seyxd by manlcjod wore. and sower. / , / / FOR PERMIT REI9EW dRBBS B /lNSING Cbr&mINny T'nyineers, Inc. / 164f Aram S&w*4 t10&-Aester, Vermont MV46 test pit Aw —*,aif . . ...... 3112 *JVff and S&@ ....... . ....... . ....... wv� Of -YA a. d.!Pt*Yg water . ..... 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Burlington 0' 20' 40• MY 6mi 6am 6waannq BGr SCG16 I- - 20' - - - - - MW f* Notes: - - ------ --- - The liocateba and mats -Ids Of WStk7g UNYWOS is not FOR PERMIT RE WEW 't jo,W Wd lwato a# OWN- wd be "OWX rag—s". &r a# ewstwg UtIlYief Old MelUff*?tdnVPt&d APW ch� Date Me Can&Wtor shah contact DVG SAFE"pnor to Design �- MCpg any Work MW Site & Utilit I 7hii plan is k no my a boundaryDrawn Sw y FIGn j AN eater related ww* to b*,oarfwmed k accordmos wM beat Aped Checked Vermont Association for the Blind Ms tFO2w#katfms and Detaft fia� Me Instollatlon of ftter /has and aivurtman for o// *btff systems Owned by Scale I" = 20' and VIsually Impaired the a-wh, Nbt- Divbfct. the City of South B-rbhgtm, and Me Wage ofJ&n::Aa' Dot. Fisk 24 2008 Business Pdr* North Lot 3 A Rahn to Landscape P%2, and Ughteg Man fa, detaWs New stamwUler Project Ki"bcwif Avenue South surlfttw. V�ort a hAFbV6k" C J, PI -Mg. and light. 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" f7" .vat_ _ New Yard dohs Nw !?' PFC SdP JS.� -_. _ -„ PMjcf .-- •..P A fi JMW w _____ ------ ---- ____�. •..\ lew.[no �II .- ..... __ __ I I1;�__� Sit tt••ce se.r,a,Ir.• I I i a a a D^°AL!'"-" 1\ -- -- - -- - - - - -- - caned (bP.i�l 1♦ -----��._ f - - --- - ---ur � �- -- ---\ \ / _- —j� HOPS New /1 HOPE \ .._ -- --- --- -- -_tool doll-- -r= --- -- -- \`" I ' I-0.0105 min. Q mn. New stain W- 1 A `"�-.. cAeo4 dtxn i I I III ht9tra ft d 5"1147 -- 1 rDrs, tBt.S' k!a.,rgg. )RrCd/RlYAM7 e I I I I hv. S?8 i0 \ 1 1 1 _ I 1111 O 7 �► i l' i i i�l ME Prop os d Building ICtUOO SF t e' • \ 1 - ii'�''/'_ \I II I \Illit xro• FF336.0 t emClltie ley- Jrt7�. 1 1 1 Peu• s �\: �� � I I tore V A\ �� v�,� - F- � � I � I 1 I I I '\ fr \\ \\; �•���- _38-rr -r•------------ad - \\\ \ \\\ - - - - - t�--- F(tt�f 74'�/1`10/h-m---�� ' cow-te stauye / - - - - - - - - - - - - - -- - ------3m-- - to an \\ )Ri1M9°L1PA/OP --------------- Sit oartrd (tip.) � /nAtbvtrcn sore sAd/ not 6e irs[d/ed unti d/ upstrean rnnsWctrm has ben camp/eted cad stobiAxd Durhg C \ c tro bt Me o-o moy.be used - o r. la-npo-ory sed--tol"' bash. a/ d sedment shill be romo-d hum the n \ basis, and Me area rho/ be tiled Prrw to cOwshuctin of the ,h/itrotiar focdity '. Notes: O 1. IM /ocotrw and motdr Of existing utiities is no[ wo r ted to be t or complete The C-&-to, Is Aho/ rrdd /ocore o/ utgities cad be sddy -qp ble /Er a/ ",sthq utytiN cad Mori unnternrpted se-Icez The Cwtroct- shill -f-t DIG SAFE prig' to _ cnmmenci g my wok. 2. 7hm plw is a no wy o boundary --y gj r+ 3 Refer to Lmdsrgoe P/w cad Lighting P/m f- detois of r plmtings cad drgbls p hr Me instil/otim, inspxrim, C� 4. 7Ae Co t&-to, shot/ be resparsb/e wd moxrt-mc, of a// e•osim prvr tron wd sediment contra \ --'es Erasran p--t,- and sediment cmrtrW shod be odlre-d using the stwdords sn �7he Low Risk Site Hwafhoat for E-- Pr'ebllrm and Str eth"-[ cmd" All scar'- P--tiw cad sedxrrenl colts, mrosures rho/ be r"o-ted of /cost week/y cad oft, eery mh/dl cr snowmdt . -rt Mot results in o disd+wye Born the site £rosnaal pre.artiw cad swim f carfiN / practk'es shill be montoined unfi bore paling is ccmp/ete cad / parrrmwt-yetotian is ertad✓lshad Posr cwstruclion and upw / stobiizotian of disturbed .tire sea; ocnrmuloted sedinwrt brxrr / dvnoge sMWe.� roloh basins check dwn.R etc shill be rwno-d / by Me cwtractw / - Stabirzed LYYIlt/VCt/rlrl u awba✓ ArC i V A .0W 18_IPA -L V� stomas -ACCESBO£ S dfWELAAE" �•L \\\New MOW Orohs . I v, lop '+.. i RO RP IN Erosion Control Notes 1. 7" l/nrt o/ dbCxeorcw wwI b. dwry ermwr by C bV .imp p/ to d-hq 9udo ow rosnrrr cored a.wr...wr M rrae/4ri.e ro b� ,.rn.rrr •, wf. 2 1M .rf..1aI Mir N oYvwC ore y::AE! N torso ,h/rlc. oM aWfrtw mofr'Hs Nor � e, r.r.awe Aa,. rM �ro 7C. mrb„�ror tar m..nra. rA. a.ra:we ./ se.e.e now or air pMr rhra JA. C eronro- NaI .rfmMrl now A.rcr w den--ww.a b..x. arorwna er.r. or en. eO .q» d ar ..a.urp b... ro rrrrah wtnh ra rt o/ a.r.n.rcaa. srream� S N r>y(ar M6ub wror b. hsJse ar a.tare h o+. PMMcvrM Jlr / AYJ .nnr C 9w/wM ,...+.,.....,...rih.. e✓ .fYf/vwf aw.wr are h xcvvbrc .IM eta popct peso -. A N ro/m cored carol e. pw•d m .bo.n ar ar. s••+rv+ rr N a-d..d er m. FnYhrr ._ 7M Ca+beear wld malrroh a.. rctwur rorbd m.owx� :nN aI. Enpwww b <tbeM Mot pwmaNr( prawM rorw H slfoDYwied aM sort wxMw nreowxm av trot r•prsed // a5ar a. m. ••4a••�ry a/ es. Mbvcry ro r•W.r awm+br. wertor �.ed o. wro.n ., nw oh,Np. ore air oNw m.mr.w. o. nwm ro. aqo ..arn.,r u. rr. - S N e.cm motoH aril tgo.or fo a ruse m-aTe sMr es ,fodpraed h aam a<w•ar•e by n. Ei JJ.r ,todw,� M�wI b. rxroawlM by wn Mc. are card b. waMe aw rw.vawevrY ,tbMw ro mMnu..wrd aH ,hnn.oM wo•dr paMaor Arbacb rbI hhra. iNDvrc+ at v/ Nna N av cars a ..M.d a+d m:idr.e dfbh b ,fa.-. o/ taro r.,p..cry .rd./Imrm, na�,elry ,rodoollra rid e. n«rs A. d dYtvewt caeca scar a. ,r.r .o..d Ar 7 ao, w mw• aweno are mrtdnp .bd e. rr.x...y rtw aMa.be a.a. nor a. dos 14 air at N a.o. d mn.ba v .+ar e. scar r w ay w rrrwasy . asia.e o. �w r ao.aw a e \ p+'wvrr etah b bcv. a/ bw e.sw.rnp d Mrtvnfbr. N arrva.e a.0 wraw e....awe oM ,haCltred ro mnsnb..wre aw ,1am.aM so•e.r poMtkX ShaE•DVCHr m.av,.v •1aY hoar m.h» ore .r.tNra Ab•M .ue.,F. a- rows n,.brr morNrn m,.�.d ,m,. o- Q,sK or po-stirs 7. AncptabA, macs N.( Cg (- rwr haYlal� fft , p (w'M n.fHgJ fl.S-z o =, ro.rbd mornrp (s.. par• a- motrnp .w.amtiorars,L o.rwe .ro a y.K o/OOMrp rcerca ( M cyl dt sfc.:.ajhaW nprr^es'. Carl a oM oalw � morrw o, alaor.e ey rh. rrpn... - 6 MJ errop. ,.•II. w1Yr c wqo. rw,M stir A /raI ur ,tar. tnhp b ,fsAOvfbv ~ A MINT Eiglrwr blrrrlr� rower omrrd mwrrx� oa drwnM m Aorgr nwceoH a/ oral/ b srcMr,R haW/p s/b rM cvr.bucfbr nnM cwC•R w:d e. cdrecte me Ayu-d ./ h a mawrw one/(aNe (o aw Firpneis. [a 7C. mreau,- rb u. w,M Ar �.f na,ba! rr. A. Mbt Ms oM .oM aI ..bfnp maid ol. oM rr.. p..rrNrt DAe r ro mahfM W.f co,bd O�/rW ,rm. 6uok widrN and ,ra�tlM car,bvcfbr rrborc�.I n/ N r.q..i.d a1 d wro sous pMh ro r.rwrr ..elnrrt wu+r baaWrp aF-rt. th.e.d ! .sal. M nM1 ro M a.hfld aM/r rpbc+d u wdhrrrr CUAb :p aM mlrlrraN � l2 N rnr.evcffor rT. oam roorb ✓rd M caubucM n ocroWrcr wlDl Nr. ShWi d M.bucdar &6ArM[ i l3 N 4rNDrd r.v. MN e. KSAb.d or0 s.wwd bd . o tobw li 14. ANerrbM ro•tsr mrbd, m. M cl.rrrM eN rY:r aM MaI a h.f yd o. AY.cM CY !M 0—ro v M. Fi ~ f ems .bMp / JS 7M tbrbx(rr r/d a rwoarad. b rq-ft d eY— a- — tc a knd cvMaaM1 h.t,dhg Cut -1 YrrnM ro -60% .k*.,* rq wT. Nq10M dwr0** - .tc Legend M- Pupwty L:•re rp, Power pile r✓ r/_�,..✓••_'"r� ,,,..- EristiJq tree /i1e 112 SLrwy Cmtrd Pph7t ��� '"•` /WYWYYYYWI C/e-mg /mite ix Existing hyoY-t •'" -SF- -�F-CN- Exist g Sto m Lns/rntM basin s Prq°o-d hyd onl �ST�T•4r Prp-.d Stern L 1-tch bosh � Cmoete ----t E /st*g Cwtaur O /rtn pjoe I/ -----77! I--\ Pr(posed Contour Droiloge Bow 777.5 Fnuh grade .bloat dewlian LYoss 2 wetdmd T / .......... ....,..r ad- 2 we8wd buAEr -_ N.r euidnq .. j �--�• Sit hwrce sed.nwf cmtrd d Stwe eck darn --', New pa sm.,t -------- -.I Stobi/ied-et-ctim -"-- L AW sd.waw New slcrmwter irAt�.r!�V E"C E I e , E New ,p rw D• 20' 40' 1 U 2 ry M. v w3 120' - Bar Sca/� New rp rap scare / Sit f-ce sediment / FOR PERMIT RE awtrol (tp� a.rorwe � T aoa oats Dn Erosion Prevention & Sediment Control P/on Stormwta- / Drawrawn SW pe beormenr M \ sett/nq basn /n / Checked Vermont Association for the Bind wiM rp rqo. I - J , • 7- 20 scale and rlsuo//y Impaired Dote Feb. 20 20M Business Pork North Lot J ._ New st—wot., Pro et 07189 Kimball Avenue South 84dingtw, V--t nlptson ahwrbe\ 4 row; Use 58.25' /w g . / 9S d• L4YSlNC ConstslTl iWng ngineerss ne. .... Z -� t✓ _ 3 1 Inv. 124.0 \ / MW Aedin Slree( ColcAeslerr Vermont 05446 Road Construction Notes (AI n,Mmam ra Md aPyy ro prkng ram m a.I ) 1. Nra reed rid e, eanrbretw ro Bp /hs re roo'r Moen w Me abo.hgr In..aad a.w army heaven( Md M m fp,rdy A'rale anew oMrab. r5om. 2 AI dr oa ps6, 6 a-mo nor fed O. co" -*. e H y ,- N-t a. Apw.cy d T prrodw S- p/ nxn e O h,- anrevarn„' xeM era- o cave t nhw r �A+ t ** &V s«+n�.,ra r h>.w m Maw pofa rw cxr/r w' $ecnkarMa h corr of ca,fkL eye mrr rbfrbanr yeorecerA>r Md aver m drrrmhae by Ms E,�n..-. �v g.ar afd .ram .a..- >wcaer aw by r L'v� 3 the cb,bxta-,haP Mfor Nrmart A/ky, Y(2006) Seem AU 11 fr prehg one' A.-ft emboMmorh l IN -o Rr road mMoWnmt Md M p-- by M. Engh-f NI rid' N pA..d h IT' oft wrfed ma cvaoxted a mbiheta nor 10bo sgotrrrwrt ro A a/ marhron err, (Srr.abd Reef() S Rrod h m -now ~ D p✓oasd and comaerad a nrhhwn of J rmf above ew o/ % ubm, to D h.f berba baero4 At -a'obd Mr PM Pbcr..o.t h bprohw me our .o 4 Me cb,booto- Md pfaM aI armorY anasf f Ma1p aM &r W to mohrok, ca'rpVoxr a aY 09WW&YA m91AarAa.a B Y.Brod Ar cooWc- a w.bradr anal m.Ao,, ro Irmo a Mog r-$aoMc<Ba+a (2MS) Tai 11 or a d.romMd by Me tiro+... My sdr^W r where, dYhrbre by Wn6actr r mal.ae ureJrosY by m„6-bbn nndlrrX Md N (((rape and f Me An�(STv-a�-) -A , .a�ad r o..eo�t -a !oaten ro oxair of /.mr 8 A. anbector Md N nwan 6/ Ar man .d- W cv laocao, h rlro road - udwy bwrdraa 8 Smd 0 Mal -firm M N ant Mlyh Y Qwdff-M (2") ) ax rme laS 0.IA avru/ bama rod co,Arm to Me NAnmt hvo Y-9,-YhoM 7w0. &-s Baron, ra AU 1a anti aubbam 6, a,t rid oontWn, to 1 t Myh r .SDMf w&oa, (2") 7 04 Torre lal a5A, crosa II. [,sere ccArm Md cror M Nnaant Hkh Y $eaB b (2") 7LArt04 rm, l 054 Ma 9iaMAee Md conform I. S tA,a 7t IZ Agpagafa Ar .9ra.Awa 12 lw m . amosrr pa-1 rod a°aA to N not Ryh % .Spx/IkvMnr (TGM) Sxbbr ID4 and sa, Bhdr roar Md M rAm X o,A Mir, -M co..m rhd ba rp. Jr r 8 ffwe oo,rm Pa.ha ro ba f✓x'ed bat jar ra-/ae� core to s. PApead bw nomad /.a- LiEiMobrranr AI Hroad aWPafM rd ee o Wp ystl bn m A>esr shoo diiAr I Im T' 8S-1m /I 2 1Im pm ,na.Arr..n 1f top aeoxvr m.sment 4not love o bone; M. caatrortr P-M, 4' mono! wd read Md -W and 4,Wy -.I fled os ndf to bore — pe-ant pr/r to / j*lg hp Ne.A W" .r 70TAL all (1' rip. l/ r /V) (T' rp. I) .sm r/te plan fa- orgas -P. (15 miL) a'hmireue awoete panmmt ne a r..s'irg mtv�s�a -'. 051 M�. �'� 16'rvahed 9rem caavx �TI'fl f'-I IT Irr fi ( rood note N and /!J) r /col_ Pavement Cross Section N TS Construction Notes L the meM of and ant and d of C.1 Mm Md nanAern ro 65e btmr ,fmawdr W Mr 9Yrb d Nr- and T o/ tla ,,mfr d t Ind be f cv.A 4m cove d Pmr/b oM 4P+o,d l sod W 65e prej,cG h core d mrMcC Me mere strh9mf ,pecr56cvMn steal iWY ere Afxbd ey Enpkw< N cork oral be Ana h o eo.Anra.'b mar,( ane mrlWred h ap Mop o.afnv br a.nr Amo76id 2 17ro lbrbwAr fM be rapmads M- d eoR Op nlalrMab Mom aM (carted ro M, bye r66 araleh fin abrehp .. mt rror - ITI P r wprrmarl+ Y°riiol oral a, a `m Me Ao.:rpa YarrArfurrpr r mLcf W-W- t Md e. w.mlebd ter d mefrAar b Me En9+fer M- aAaa,/ pew to ro h.bbBat .I n -atkn a,d aye of -&MQ a'draoww ubfTlm b not —red fo m over cmpbM fie Cvob fr Md #*d .bmte of ut and Md amroct Ma .A.W ueny ampa,X Me 6,gh- -f ere / d cLtta pAa' ro mno ho r Mats on /w cb.bstr sAA d. .ft n,pmoD,b b d osMp ua'Y "w oM tw aver" n ,rM.`x Al olF-ffe ea-t/R rmm�rg and shr,ML al,.ar.ky drfro aw 9rulohA w...A,a awns. e,.r ca'eeM bathe co'.be[ yodty me d hdei.,rab .bd ee hdrAH ere pot o/ M. npMN .ark l Rood W d m.r.red reoa grarrig ...awy rmemy repaF d,aad. r,e arba �abtibed sea Md ba Aa-d oad md.MSO unNdpanrmo,t rove - b S fie c-&-to steal .nay d Mprsy ew,dA mob be Ara ur 8 Its eahno, and pA MaY M protxbd by M. clr,baetr ton mY aM d havaU M cove bee eaeeb,.e erk Lpor &arch- -Af ftk r -q *amot erMh Mr - I A Mrnr are fa " g-.%.d by fM um of ad g,. M bonkoA,r r Bapmor. M borkae be h par o.wMal( r. to anew(, Akft m noon((( parr not aG ft6ft n.n .rk Irrre.r Br. a.m. poarr7mL Mrnm rid m -pb)ed ro ad Mr for d be.Rc o Bpf Mon r e. m veer. A.A'ta The c-a-lr Md M hW -Waa b Ar M. sbty of d ra4me oM Me gepn/ prdkc oM d olenv- to paao'rr, --,* g Ana( r nave b5. Berk occs by nre,gw.ar r edrreep vaeha mr of a IbA- m Mr port of Me Mbxbr ra prated P.- orfa pmpoty r' nmra► ofsown bard vet mot--k r ewpmo/ at wY Moe of M. aby bt n/y'r 1 ft f BPb evilrg Meer N art Md od /' corAr.rr a W M Gi9W /rpr,bWq 77Br /R Phb 1911i86) ap 141885,t op �me ro tC19/A feAf66b'7+ y 7M cor, a Io- Md 'orb' d ubwty htaac o,f conbor Fnetpr a d 0- wM bwfhfa 8 A. C-&Wt., Md c.K DV So,Y P� to e r -.6t: r. 8 7h. coat'xM- Md m,b aft Md /oeobbr and h- b, wM, .war and atom breag core- rM blr A-W-C Sbuafad Elf- apY Annul Eyipr. Ja M nw -flry old mono pOm Mal' N Aa(d elf a Aver to W No, a,d afpe m Mawr w Me pm - Phaaf mf al wbgreh vet, Engines p,.ar't. Notes: Restoration of Rood and Driveway Areas Disturbed by Utility Trenches 1. Rood ,mfratker Md be to M. /M o,d grWa !roan w Me oba.hg. &a road a',, uf/(y / f _. Md be m tpk ,, detaled./ oferaiae Mover. 2 AB road ord ahw y bmd, -t-et Md be co ptared b —a-- atM Mr Nrmmt Aysf r of rrrryrtaLin sr-.t d �m �t err �i abucrh+' NGt{ haroartr ro'/od N,onmr R/gd r 9fod1R'oLbaY .�odrkvtkn> Iboad as Mean .A+ww=tl .. h rox of ccnBRc Me n- abhgwt aprc/Bcafkn Mal 4*, m detrmhW by Me Enghar. J /he C a-tr shot Aalor Annmf R/yh Y-$odlkvNma ITM'M) Secbtn 2ai 11 !r l✓acir9 oid.4 a g aMOWnenrr fA1 ,oee"d ter rood embwhnwt Md ba 4 --f by Ma En9hae r9I Md ba Pba'ad h 17' lnta Betted and cmpoctae a xfhhactry pocth. sa jsna/ to 959 of ,naainurn d Wty (Srandod g tor). S Road h m wcf/wa shall ba passe ao, canpocfad a mhtnan of J bet mop rap o/ any wiley to ba iratded be/aa Irwdn b fad f-PPa Pia- t h bardim and cut axtA.- Me C'mhactar Md pold. of net y sheath¢ a5arfro a bto main p/mce arM ere aWA/1VWA repnbrkns S YeMaab kr cm,buctlw of wt9r Md -Ann to —I Hlgf r SPx/Aa'aeA , 2L ) Tal 12 r m abro o~ by M. Fnghear. r MY snb9rvde r wbbms dSfcrbed by Cmbxtr r rmdrrd ww/rab/ by aa„baerA>, mooui.e K ahoV be mmowd and riWaced eiM 4W'o.ed pr>M bod'/d' of Me all lo-'a sayorx 76e mbrlodr and/ dr AIM tooir artat / r 9.6.T of Me nwrmirran a(nffy lsrwabd ffoc(r) behry p/oahq road r emO d-t -t-b . fl M. Gnbocrr anal bs rewomabb Ar war Ihbl al 11"WmeAw tmrhg h Me rood wd utl/ry bmanx 9. 5617d fN Ma`/ Can r to Aanrmf HIO Y $ado vtko, (zoos) 7alax roan 7axalk nano/( brror Md/ cm/o- to Ma l ant H46 Y $-a&af/o,. ) &f OonWo, Berme, rase 7=I Ia Qwo wbbam Md oaa( to Wmwr R)fN r-{aadlkarMa (20LV) )()lax roan 704aSt canner Al ,iairf, Md be 9noaM -t safirhg aL t to and -tsd e M / -D' I/76' ldsr m F+ebti3O bit a W.d .4~t ph. fikbrem of mbthg Pe7e7g m ow ado to Pafha pa.wnant (Y mhin f r ban rbin d AL-.b,m of eabfhg Tors' d. . . d e (Ie' mhAncm dmx 9raabd a ° .. d e evM.d afwa pr 7:rots zddhd pee - e . ayx 7W. o5A/ b®► , fTiwrh FiwwfAn L St w and mahfai, alyr. rM aver -Ad" aoa d drdcss. S APpY /k,* aw-7 MOM fe -tka fxv h o wirbnn many. 7. Rae5ae. nW and parts ova OY cvlfhg e/M o —1. xr Do net P.Aft race apt m Wta,, of nda wo a oe or m ewgw Maaa wd mt aiob loan wrtkaX 8 fA/ too of hW alp tjp ! Aft mhmr corny and o^ e Rave doer -a a AY mauve on rand nda fo rand h /1n. ne man Man T' Mat Fork /M Mm/d N aa—t. ff-- b/Y aoor w eiM a aarrtay gyve —I- I r o i 8a m bwdr in 6' /7R, and cw.Poct aaN IM fo 95/ o/ Pam'r. "tabM rEwa w, -Mofof 15 M m p NM moahorn abnfty of WtAn_ mobhua __t m abfermhed by a . afoy Id' - orb t�- a6a.a T F (IZIC) oe ASM 0698 atwdod P'xta- y to wawa good carpacrkn. Rood -,o froWd ody be e. aced Aa- end sorer t7 Row I zfJ l daa, o d yaw mot o, and tea. /Y a..ao Me ads um Y daw rp rx ab nor /xw eac.m m r ercvwfW marar7d dew a/ mud and afmaeq xrr. m Ma pa -at at Rwoop safety st- Replacement of Existing Bituminous Pavement- N. I. S Plc .wan ,w t shwa aNYen. b apvhrf nob um mtFydhg ro eo+oeh !Mr .01 PI oanorb nab ad re..ae m yrohbd kr rb.olls all af»s h F.NX Sbrka .ypaxrnrAr'a E.pmrm ,bhr ..e y m, saga r' abw a.ry 5' acne Milo ewar.M o6sae (rpk'or) Typica/ Concrete Curb & Sidewalk Detail N. r.S Ptald. 4' aead ore , mAl. Concrete LLrh f - soon Mbf, corra.rr " e .' Y - At,hhfr to for nlbn.e � ° bfbrrNlap caplrbe Erg o Aerb e.ry 20' r 4 t �eY .t4 G9I 1/7 flor alWa at ID' hfoSaY - U e moo PI caroata t t t f 11- Ploafbb calm %/ t At*M* a epoilrt ewb may) - fM. wM-yapN m aaweM Ca� yb foal aA Construction Notes L fie Cwbvprr r/ br ,sepa,seb ter ay cmabecr/or of -I- ,ah. slam and am/try wa apfama m ahoen w Me pMs /ra .1/ be re�a+.+0' fr ff necsvr atlwto� Brriyq arc to mare mvwecr/m> to Me e>btkgl r/d PrgoaW urnrhs ]he co, o tr ~ be rmpmeN fo- 0/ eak ahowr r PIWW m Ma Pam, md/ fehrrfesd h Ma .+P ofat ao rM Porn/fs Inc Cmbaetr anal a/bmn /r by Me Fn9l'ea- or rpm of matte and PrWrcb used Water Mcin L fie P(ea M- Mr mafr Md ba a4 tM ion a' 52 h t-f h occavbrcy etM ANWA C751-1G r PlC prem`aa Pjfa (Sa'ra�i/ Ba) AM11'A LYKK( m noted m Me doeing> Ap P oe .yroY hare Pvah m fps ,hbf> M Ittthpr, fdfey etc s5W hare madrmky ,Gfr Pbs etfhg, rod be mowhx(orad by doe; US Aa64 AaMr-Ym.Aa r appopd .qua( T Al PI'a Md ba hard'ad h acroobres /AM C-6m "'a Piw a av b. kep[ Ave of f-kw marts and d-s al,rhg barofatl n M. Me Pmn,m of p/aa Mtif9 nm ,rAalosl wy ape, and of pbe Md b. p4roDed fisre Moe b. o mhhrun W 6'-D" ro.r o.er d PM we ar.k /hm MY Pf+a abMcttaf fro! rror s..crM IMY (SpI pasrit o{ recvmna a{.d mrw/xbpr'a morinum dn/ac / B .1g motes and pe ,a It A bs m d-pd. w bh. dveh9s fie Cw,bacfr Mal bs ,.nomads Ar r and d Mwtiro and/ Meshy nz'ear to P'Y �A - lQ4U nDWorhra 3 IAa MMg o/ Gb. solo mel. > of cony( of Ma tmfhg o/ d hafavad Ppa alc Me tmrhg aha/ ca.fat of o r W t � o-f by o leakage rmt AV r Ihg ahaY bs ay.e a{M porab aofo-Me paasnr of Ma En9trar fie ym ra hg v mhimrn irrrnd pPa arena(. o/ ten In..dad (2aa) ponoS Pr aquae irate fw ran z loaners FOIGs to AoH 65e pavre (+/- 5 PdJ M Me .qc/Mq Nna cmaUlufe, AbAw, of Ma rmt ter M. () P� 7b. &Wes Mrf Mal bs cmWcfee prlkuw axf.Mw of 77M �f� � /.ohage Mt may ba #WA~ eMh Ma ehro of Ms ravre 1-4 a-9 M. /walogs emt Me arw.Ury of rofr nxamry hg areawre o/ M. apM rid ba meowred fie /edogs shay at erceed B.e aloeMJs wtm m .Maw, h fabN 6 AM1YA C- 6m Fakae o/ wY Imf wcMor e// rpcaalMb rgeak wd/ Iepbasnml of Ma h/ed -f- fbkhg prsaarra wd feat p,aare slal br defam.had ,A.hey by Enpb,.r erne /ocd a .& apsroy 1. ddah A o of M. plan Maw ba attar. b6mt oho f ,a cart mate nm bean wao,aAry P,eaaA'a rmfed arM b/a'au9.YY Al,Meaf ObirfecMn Md be h aecvvbrca �A MM41 C-6o% M. msMaO o/ ddrhAptAan Md be gro,o.ad by Up E,gheo" wd my aRr >anrPtaa at Barr Avrrr M. MMad aM,M,/acfm malt free, no aeMaaro of bxto'FfeakH c t-Aoalbn Ux W mg/4 Ar 24 Axra the ca'c nb t/ , m t map 1 f 4. 7bM t alahfactka b not aaapfma Sonitory & Storm Mains I be , Y xw ape' ba P4C 9-11 xar pas 9AP .IS (AS7W9 JW4) eiM ndnr aso'hg ri.g> the PCe fr a,onn moires and OOa ,hag h /a.N fa Ma /h. wd grads from w Ma p✓ a 2 Ins haraard sn/r y seas pp frd be br prevry at rmbd h fe pw - o/ Me Engher. ARr pt.e d.whq fM p(oe axlkvr fn,oMd� M maMW) Md M rmbd attaNhg to Ma AoM,MO pace i-. An hfrno' of . Paona+ agora frdr greyer- moo wy bezel' P'aaora obe to o cots rme frd ba aeofad A mhinar, o/ fey (TJ mhutm sh tempo a[re araal&afkn. Ih. POa srMan fool b. aonlolrad soR<P/a56 Moo, embd a, a area.(( of J ot be dosed Ar Po of ps- .porn i nn pvoro- Mm anY bad( Peamr4 Ms -el- dot, ,ref boo err at a rot. aeatr Mm aoum efin/a f o/ i,lomd Pp - of Water and /or Sonitory & Storm Mains 1. No wM mate s5al b. oo,r Mm M (ID) bet to my amRary sear afam met 'It am/Ary maMoy and IT.a (5) Apr to wy ro(dr Do.h. Pto.rde mhhwn of 1B' .stkl ewr.tAn b.Maa, rot( mate a.d atom/ /lay seas. Testing and Notes h add/rb, M Ma show ragvlvrrmh d cots /hm and w..- /hm wd manAdm Md ba faaugmy le.ted by Ura Cmbxrr it xmob cy eRh Ms Enpaunmfl Horaetla, M11m I/r/M .ypmdl A. sser/m A-a?'J&Y) and A-al(rdH9.. hers AM cw,WcrM Md be—P/bhed h --abo- lM Me arwawor aef fo-rh h Me /otme aam- of the p"k evke .wax/Bmtf» o/ Me Tow, of Cob).atr and n/ -f -a atf- 4t Me cvae o/ c AkC Me moo ahhymr .pecNPcvf/m >hd ylyy Cmbacfo- Md Aegn o /cy boat a/ or 1-a- arhg rho ro M.,sf*e /aoat-, me mY Patera of abBxfkn r aver man Irfthga bbob d M awned ors to Ms Owrr apraa acryrwro o/ ask. wMrra to Ma hp of arWco, fM oba 6a racraobd Ffom. & carer Neenah R-1642,, LMrwt LC 766 r equal Pfn`ide cast , P/ace - stgas Use Pdyprp w-. P/OBtK Zng9 W%t1/ 1/1 � grade 60 steel re%nffro.meft r equd. Asphalt mated LYass D cdlaet. r fed hardened brkk s5df and —Y.. F IAh grade W.,.. to loin Cost h, Place --te ns5r. Use doss a can-ee (J, SDO ps%) between cast rdl Iiame and p ecost concrete fnanhde -AS7U 0478 P/xest reilfb-d --te —teal, and rove - by Cornp Pretest 6Y7swold r equal O' Rkg gasket r Afawk Do not Inartr ,'Aside lace of manha✓. -Nanhde steal/ be -cu.m tested fAde 1--t )-e %. sti/ eWased Cost M P/oro r pess-seW gasket f., at/ poe pafetretims P►1' •a• D //�/ flop fufle p meMM rrrbl7e � . // 7n. anhecAa Md ea aorp/ 1 e 4F °p=C � � „4mser, Ar m.Wlfha aM a9rA - yang awp +NfBY B � •�• � > • . se �� O -: rw,Aerla,a Ta�� mmall hic have Seetlon 12mRI.•r 6 N a meMs .tear � fa.w tarns der r agarb a.erwAl PA,p. h W rn, .. I , :; ! J/4' to 1 1/2• CfUshed Unddtturbed met arial o.d a+rpxr w ,.elab.l Z mrlpxted Store rb. v.d � a 1,.• M �/.' � e Typical Precast M n REC E I arrw ,raw m aab.d DY (� fe.nmy arm bolls y i F S. .hwe oarw mvrwM> T'RAiY SLYOA,an h..bMn + FEB 2 'e (A+ bran .YM as ,w Pew am City of So. urfin J/4' 1/4" b o o5m ataM ge pAp. Aa' _ are Elea erMAre dpar fpw aM moo Ours mdaad AprjOfhr Ulrafd Date Sanitary Trench Detail Deelgn M-B Drawn SW Details N. TS Checked T, cl Concrete Curb Detail N. r.5 FOR PERMIT REWEW General Water Main Notes: M dano6e -thee, ad 0e ,prim.' ,pfrfr, blot ore cvneefed to Me A-Yh sate" ,p- rioI be protected occ g to Mai- degree of nmwd W% o boaeflow pe dm a. ble m arp[pdore M-I, ,rpsrahn ,It- p co,tact Mb depsbnmf /ar roes hfbmof/an m boa &, pmhcthn devks, fi, pgofty owls- -1d hero fo porbb aaaa, M Me Ogoo-brrert r M, roam, of -d Ikh g sots- mabbvrkw anergencYa s,f rnont,naxe m :ford by Me city sett adhmce. Acrn, esYd o4o now b bs poeded fo Me aYprrm.,t f throe nub arms / Iq, euhNe Me ary POW terbeanwae drhg -&V to dwhacaun mnt ats pro."d Mat Me City of South 9elhgfm /adb,a Ms rsaoiswrh art /fee" h Star, Sfofufe 77fb 24 VIA a-- 1291 DW/om Nbff and Aver D evmreat F hd and ,b-hd p(, rid haw no /,s Mm 2 bans ,s,�,a h,toVW ,t e,a4 ,tint ETg'rf-hM ppe riav how fro by Mm J ,edge: h,t.V d or soar ,bhL The South BLHhgtm NbM Opabnrrr adrarrce ataty Mat M sett /hu aM app,renance, oar /:paled h fh, aty dyer oF,vy f PWk 9fa^'rd+ rive be co,akbW Ahab punfml to M, adbmae and athr, a/ Me WX an4 fie Oapa6nenf :'rag not mote f,n my ,etf /ire, Maf how no! ArmoPy bell acrfptW by the d(X erc,pf h sdddsaa+ Mot ae oeafine0 M Oepe-bnenf sec/Mmtbr+ oM re hMWd ro be emoted m4' M rote /hm ord ppufmarcm /orofW ,/thn m aroa m dd7r,fW m npbtcrW f PHwte by Me dew'apr rid be ca'r.Md,ed pAwf. H/,rsko'/A the South hWhgtm Nbtr D Mtmmr rim pmctked arvaeairg Me trod' and rrrairMmw of a, ,off maim and gap,Mmae, If hem thaw mob+ no[ / fed it Me h W r dw~ ors to Me city ~ A It appowt /t -t b, end food Mot Mb Oeortmsrt ,odd m/y -wee Me .-me of ow+ee:rg M, /saoA- ad m,irMme, of 0 serf m,h, and grprferr,nce, IYf w how hpecrW and spored Me h,w tlar of Me ,off main and as.:c. /Ire, beymd th, at, 0--f Aernfbns 7M /der rots , be bra same m gpfawd h Me Mmfrgsnmf Coabacr by Me Orrrrp✓,h iWff Obbk:f and Me cay of AVM b,thgtm, -d mrwaeX fie dove n/rareed /a and matwW degas are h :death- W my be rsquhed mdr Ms AuM MMhgM ffbfs Oeparbnrrf Ll th _ - m but n,f /ter1tW ra H-t. WI hydmh and sorter ohm, At thb wr ae eM pirate tie hy4I-f or OW Pw' hrdmf road hre MI South 9r/hgtm Nbrw Osoffmrrt fiat b, .errt r Adore hard :goy Pb, hrdebg Mb oDow n/s'mced ��� � a must hdud, dfo/ and yscbR,efhn, m requhW h Ms 7M S bh Msingtm nbtr O-t-t slat be not/Bed PAy fo bac4fWhg ro hpect oe Jh tr etthg, mat+ /h, twi aga,israrcu serf /he -m, sM -thg A hard a a,y Mt ,f Ara fht m wW m me e/ecbmk a y h Auro-G ..DW A-, 14 Fof w rive be spplhd ro Mb deomt errr pm cmpl,f/an of Ms sots :'Item zzwnsrf: Get, .dw, .drag be A. W WA. C 500-80 Sf-dWd Care Ze, 7A medrmiro' Jbi+ts of .eras as r".-d Me'Ilona AB r Vw slaw be of ro,t s alrctge thrust block ion bad, para0d Aros, aeat4 --d hg :rem, haAde r.r-yaw, rnsirent .edge swettan etM 'O" R,hq Ar sots rdatad . to be Pf/anned h EWSting water main occvdorc..rM Me /s Ms testa e6 of Nbif /hu and is a mirinum of 6 Ar,r (6) of role- rotated. the rr t ate AI r uSMcts Gry o/ SwbM Budhgfm, and Me -lags of Asfo'ra' ter o wkkrq pre- of 200 pa/. AevatW Yen a 6 6uBdo rrcpAnsleeve and valve by Clow, New 8- water service ueleror approved equal aty/e nrrb bar MM rots- 6'rote. eels Contact Champlain Wot.^r District and Wet top shall be installed by persons the Engineer 48 hours ,prior to top. approved by Champlain Water District Retail Division and the Engineer. Typical Topgin q Sleeve and Vcl ve Mbts mph N. rs / � ardree ,lane MpougfNy romporhd UndbfurDed aol Tmicoi Gate l/oive N rs M ,eM rdohd ,o'k to be perbrnW it oacerdmc, ,rM Me and OetWa ter the hafJalbn a/ ,bfs /hea and m/ru'rrroxee far aU ebte.- Sy,[sna OsrrW by Me armM/af'r Nbfr a',bdaC the CYfy o/ SovM MfrfhgM, arM Me wing, o/Ark»a" AK -tf /doted +csk to be Perifrrnsd n aa�mdsrro sIM Me '�wdlAeatkn, or0 aerw f- Me h,t lkel f of Nbts /tees and gpstrrmro, /h- aW ftbtr System, O-Id by Me Olomplah Nbts 0hbRC the My of AB td- riot be ANl1A ggsorad South rhmfhgra, and the -fags of ,AW;dra' mowfhcturad by 40&0-. a- - gape wd W.I.sAN fdw, slak' be Conb ,r old' oanrinr bp*-( .pee/Beath+ 'M ape- cwnrs'cloaiwiee, befi- aid- Hidvrt slay be --dgnro with AOW C-502 J- Y pa*t ripe breakoweX AOk,Ma' Apf Centufdan 25a A-42; Prowab reBxts n Kennedy U dhn K-8"t s Moreau, Poce- with fwo 2 boas naaiw and me 4 A' ocoudu,ro with ,Wnicpo' Stmabd ofs' �t -ti Placed oht -&- ",YW Ae,:r,ldYe .M aaerro p dwjl Blto{ey J-h a'IFed re' i Ilbts moil I-th, typed Canasta 0wust block . &Aac>f Mroaf bl 6' dS7 vents QL -bt.,bed motedd t ( throat oaf.+ deW) eerpocfW vets' 'J/4' oMed saw+, Hyahmt tee 12' of J/4" sfaro AK Aydmt deer, slag -d- rdrs �B.t be pe -tly p&lvvv d 1Clsrbaers slaty poNde Ux J mi pdyethy/ -M 6es rtr aN sots me bet- rotraefe mrd brrds o,d dDows Rtthg (opted) 2 AB AM 0-d, dfd' be Legakfg' s gnpvowd egfrd Typical Hydrant Detail N rs toll B' B 8-*&W Pr-.-N&7 ( double *-*'? M ,oft r tb ,ak fn be PrfmnW h occvobice ,IM M, '$asaBroM»+ and Lbfoia Ar Me I-Nktkn of Nbfr /he, and gpvhnmm, Ia- a, ebff Sletem, owed by Me ararrg- Mbrr AbbQL Me Wy of South B rhgM, and Me wkpe of .A .' Cote ro/. and tamps �awdltA. B' To d-al bvpp/y 2" B City Ent/ence `-" Book6ow FYctmtiavr (double MedrJ See mechmied daWhgs for efr7rplete design and data,& of sp-kl- system, dfsnest;c vets must be iso%tad from �nrrk/e swt- W;M Nbtts Se,*s 709 dmble cheap s q,4--d eq.M. BOCkflow Preventer SchefnatiC N. rs NO/E I. Aw rdorbfa to serf reef: ,109 b, h o+cadWrro ,tM Ms iscemnwobd aMdrd, W ,s.,qs wka' ao-ceN.d M ,roes atmdad, z Aver, rid De /oa or /err 10 ,we" ho„ .- ham r s,bdrg s 0. tied , ff ffikr. fie afLrarcr t b. m ffi. *- ro eab, B Mb dsMm ,ewer be deal„¢ Mrr Ma PO,+ rid De hafaled anvdhq h Msx f)p :brass Nbts 07 SMraf baaiAe carpac(W b' dvcth her wrtr 6' /ojsr,-ASC armdad IB' m1n. (doe 52J ,slice pouf aiwrfrX O Sever Sew, aanirq sort moire old' bs /aid b PmWs o mhhwn rs-rkb' WMcr a{ /B' behest Pb,e Ass phh M G sarbgMf .Pd m Car m Pas,E+e teen rn..arrmah h fNfen K b /rpwvde fo drab proof apaerkn M. ,,.f rip. be dealgnW and aarabactt spud b ,oM gybe aW 1wI b. pre+.,e harW h asrn wrrrylhem pk„ !o baaYAhg Sewer ater S_eoarGtion Detail_ N. rs M ,off rebted , ro be Pe'A,rrrW it ofx - ,IM Ors Oe ff-thn, and O,taa A M, h,rarorAar of fwre- /h and appnrtermce, hr anbt- Sptee, O,nW by Me Gmla✓okr Nbff IX,bicC Me city of S-M &E hgfsy and Me Mope of .Ask»:' Note A thrv,l bAoaY rim b, h,tO W at a ,otr mate brrdL reabcrs -f a and feu P .W mega'ug 6ffh9s of d maul hd ,hhra L Mop At gore + ,e �mrriW ,fora '#,": co.a.re bYvar ei k 6' (1S2 onJ rote Pnlg ';: hfa bmdf -I (rAakdJ Lyraen,aed ,w khtmAeod End Reducer ft�- Ptace J mi (mhhum) IIW pdr,My/ rieef bereesr aY cvno,h m,r b/aa,s and PM/ efehgv ro 'Invert Ord fb,aefe riaP not rots .. ba'hc eta er Btfhgst uw6wbd sW or 11 7/4'Bm/d Thrust Block Details IV rs Minimum Aron of P-;na G,./ ..e ,.y r•,.......aA_ r,._._. or__ 12' SAC OMOV7MV M~m La PW Y s 4 Y a _ Y Av 4 Y Zr 0.5 QJ Q3 0.J 0.3 !.O 0.5 QJ t0 J.J 1.0 0.B040 1551JO 1.5 AW rive /40W J.O 1.0 I.O 0.S 1.S 20 I.O QJ SO 40 20 1.0 4J 6S SS 10 to !4 7.5 40 Qe ,an OW 1.0 1.0 1.0 QJ 20 Q3 !.3 7.0 SJ SO SO 1.5 SO G5 SO 2J /S01rtS /0.0 SO A,d 40M 1.5 2J 1.511. 2S S5 20 1.0 SS 7.3 40 20 1.0110 7,1 SJ 027. ISO bl0 D. 2W, 1045 25 45 SO 7.0 40 20 /QJ lSO -- 40 JROIS /40 7.0 SS 7S Sf1 der 7,000 n0 rW (Caen 40.12 ) A/ ever rs'ofsd ,o'k fo De psAsmW h ,ccvdmd ,Ml Me t� IhmetAm, and arfaR, ,h- Me h,faY- o/ AbM / II' y ppstenoxm ter W f16fe- .S) . M Meted by a mt- f . p x ` If Me My of AVM &,Ihpfa,, aM M. wilts a/.t.kMa' D.r -- poNrp hme�d rite a,rbxrr ri,W e. •qe O' A /s ae neur,rg parwd wpowd srLl (19/A - Kt9/A np.Y,Mora L fire' baahlt na+tab fro alert grenW ASf lltSt' h daneM, m A-t days starabo' •fsnebV pee p1,rb B' w+ts pole slay . (AA9I7D-r-D9J /reM no / Man three 12"hb ord cerpart s hdrored by- wedges 471t d t soot ,ht. (See sm Met Nbts ;z- L aapt St-d d,) Vie m wAe wM A ter ba61I nawrdNg rM hBM bad M A.fee Ia't ¢ 52 dr 1' a[14of yb„� mat.Y C^ r under PP, ficewh bird b agpvf Rbrk anab rote 6' bet ,bhtX d pee ewdy •rw ouriAm ale- Aegpr Typical Water Trench Details Mrs RECEIVED FEB 2 '. 4�,3 FOR PERM/T REWEW Fk1sh grade FAtr IbMic (grossed) .'bavri tediAt.•" Seori/y cr roke - - _ bottom one sfees of trench prkr to .:'• " ' ' _ ` A/lirg wi& stone 2' to 5'-� ���• •_'l En.?oChombr or ' stone bank Mn Sond /Ater Existing ground ✓afia6✓a 6' mhxnum 4' shoe be tgosoA, seed and mulch 6' memum .Sore FAtr 17.5' a*- hi, r Pet ro to 85 40 Jo-35 200 5-10 B' min. Honor High Capacity EnviioClfamber or approved equal. Individual chambers ore 17.5" x 34' x 75' Connect chambers to — -- attain lengths speciried on plans. In it traf tion Trench — Sec + ion N. T.S 0+2' Pee1q re moth abthg the C bores NaM as reya b cm+Phi+9 Pena "�OO1d and aeptay m e4M 4W9/A - K19d regal^tlma �. a s 'shag q -W, - h fah rro a(nno graoto mar. .Y a dtsn ne and .gas ocher furya doeo y : stonotard standafrJ I � h mernb: � and Prot Proctor td Proc mrpxf w hdrote6 ` E fM aerd N r 114' to J/s' vis'�t ouNed oboe m wba! by E Ehehea' seoar ere MM• W pq � stare h a r caw ' 2' ^+ doe oevee beP4N mefMd nsaa aerrew pbel 'a + 2' RW 57yof6 4•iwM rFn (40 6 w1dM arc. p°- J 6 fo atom PO- are 114' to 3/4' evabsa mare See pea ra. of pbe bobs carfeehs of pbe t)pae and ages thdYhabad motr/o' Storm Trench Detail N. rs �dK bXllShl brf .ren.ar w PIC#0 to SS r1 Ahs► to pa er r i B' Yard Drain Cover Detail K r.S 0 n webs MOPE �r c I 1 plan RsiO-d roe bough Sovatfon Can fr secbor e ht os bough Gross Section saps to abbe f1-oafee of trearaeo y Btthgs to t bobb,, h/lbot/an to MonOr aptem Baguvd by Ed Pieeeott 70154-1 ar egad. 'PW WR J5 AO'bend -4's e' aarM --to brook Yard Drain Detoil N rs Uar :taMese teed meld bheevYJ Netrrr caaa- Altemate Cannectims En -ff-s .Noe bs hotaYsd it ocpaabrn oAh afe mo ulb A-, hsfaro0ar �ssavYFeo0era Pius Ok nWf Dinersars A e c a fit Alec fit f 1/2'1 to a 11451 M e 12 a 145 Jt 6 is 41 to M e 1s a a 4J e 24 1 ar 4e e ss a =5 e HDPE End Section Detail N. rs rJPfed dohege aeda See Ihop 11sa -t /a, - . de ro noes set button, see arts bo 11. eweh..� dross ro M s• t. 1.5' wries 1.5' see site plan .z• 1 j:� Gross Swale Cross Section Mrs PfWWde 4' -A of topsaw+ and esrob/fsh ablse gross see site p✓on for sump rep -a, tip. 2 f /hate% Mio9 500x ` Ntr ftrk (or equo) uodr and to sides of two 2 _0' 2'-0' stone a/ tlpe Y (706.04) Stone Lined Swale N. rs RECEIVED FEB 241 203 City of So. Burlington FOR PERMIT REWEW O m :, >�� w � t ILL e" ° c o k. • m toLij 4— c o % 0 o 0 cl .� it, t 8 a o U N o afill N 4b e �c O W� a e ° t W v 5g i Spky a a s S a E5 E pq. ,ep G S 2F 1r E$ 16 ° v % O IZ- g > g SE m D � a p ppd g gg bz6lilt, Ito s z �� a �E� � B ! �$ i��� � �e g •a o� � a Ei� �� S� � 5.� v d18 a' EE $R �� e g '$i�� If, w Aga f 1� E 4Be eB�E € s a s€� I lilt lit is All! i '° �Es aa��" E#sBe E g� h z gg gsg i a.l81gg#� a xpa P� gE# gbh.,` Ea o€ i eE alit D� s E# ,e a�, a ➢ Ea r € s >s t� 8 s gaga s g #` gait tv, i° E sa €� �� # P6 °QP j�eNM W �LxEk f�a�� E ba � a.�y Ea� � glit 11ss x say 3� £ # i¢� 'wit gpepg $ °� c tg °Lit 11� I 'wit"E jSe {E.?!2 a ss pE♦ppg :€ i ag l4 KL�,� ial �r ���� E � „s�GG �yydlC� aQ � �s�tl yk( y } � �jg�E eM Si� ,� ♦p �s � it EEE EEE � Y�LS.. �,B # F gl gs.�sa `.•� 6 l � E Q i �= 81a '3 � � dis e lit € s t d a t RxeRRRR a = s sg #�� a sQ aa; lilta $ 0 8 ��', �`i $8 � � Ss�a B � e ��� � 6�,•��`: � � a ��� lit B a�i�€ ez� ` ai ag a aa4g ga § Ei gaYs 'j'*j I Eat d i ga # " it pis hi jl"� f � Z�a�� �l��a i11191 11 11Plaa �h8i �a�� � g�� k � ��g��� � � ���gta E a i q �tmur rtm tilt .�tmu rtmu rtmum wt mu rtmu mtmu �tm APPENDIX A A project may automatically be categorized as Low Risk based on a few basic project characteristics. Answtt each question below to dcmmunc if a project is automatically categorized as Low Risk. For definitions of terms used in the following questions (n& disturbance, vegetated buffer) mfer to Appendix C. Criteria Answer Score Direction Enter Score Will the proposed independent project YES / If YES, eater 1, if 1' alone dismrb more than 2 acres of land? N NO enter 0 Is the project within a watershed impaired <ED If YES, cater 1, if 2. due to s rn mwarer or sediment as specified NO NO enter 0 on Pm A of the Vermont 303d list? Will the project have my stornwattt dixhargea from the construction site to YES / If YES, enter 1, if 3 receiving waters) that do not first pass ® NO enter 0 O a 50 ft ire crated buffer area? —through Will the project have disturbed earth to any one location for more that, 14 consecutive YES / If YES, eater 1, if 4 calendar days without,,.rotary or final N® NO'ter 0 stabilizatio:n? Will the project have more than five acres YES / If YES, eater 1, if S. of disturbed earth at m One time? N NO ewer 0 Total Score for Low Risk Screen 2 (add score from questions 1-5) I 1 If the Total Score for Basic Risk Evaluation is 0. the proposed project is eligible for coverage under this permit as a Low Risk project Proceed to Part IV of Appendix A for a summary of the application requirements for Low Risk Projects. if not, proceed to Part D. Criterion I Only include the disturbance planned for an independent project. For example, if a la owner is only building on a single house lot in a residential subdivision, only consider the disturbance associated with that tot. not the entire common ptan. Refer to Appendix C for definition of independent pmject and disnubanco. Criterion 2t Refer a the following web page for a Ist of water m these amgoriin: h . o^• Criterion 3: Refer to the Appendix C for the definition of vegetated buffer area Criterion d: Refer to Appendix C for defmition of temporary and final stabilization. Criterion 5: Refer m Appaodix C for the definition of disturbed earth. A-2 Detailed For projects nor automatically categorized as Low Risk in Pan 1, this Detailed Risk Evaluation most be completed to determine if a project is Low Risk, Moderate Risk, or requires an Individual Permit. This evaluation determines the risk category by weighing the balance of factors which contribute to and mitigate against the risk of a discharge of sediment from the construction project Complete all questions in Part U for the independent project. Far definitions of terms used in Lite evaluation, refer to Detailed Risk Evaluation - Identify Risk Factor Srora Enter Criteria Answer Direction Score iU the proposed project have earth disturbance within 100 Will If YES, ft(horizontal) upslope of my lake or rood or 50 font Cams 1, if L A. (horizontal) upslope of any rivers or stream (perennial or seasons))o N NO enter 0 Will the pmject have stormwater discharges by direct canwymcc (tributary, channel, ditch, storm sewer, etc.) to a YES / If YES, B. water of Lite sum listed on the 303 (d) Part A list as being ® enter 1, if impaired by starmwamr or sedimen4 a Class A Water; or an NO enter 0 Wtsnndin Resource Water? Will the project have more than five acres of dtu isrbd eearth YES/ If YES, enter 1, if C. C u any one rune? ® NO eater 0 Will the project have disturbed earth in my one location for YES/ If YES, D. moll than 14 consecutive calendar days without temporary ® -ter I.if or final stabilization? NO tole 0 will the pmject include more than one acre of disturbance on Y If YES, I, if E. mil that is greater than 15 % slope? enter NO rarer 0 F. Will the project include more than one acre of disturbance of YES/ YES, enter 1, if soils with a high (K>0.36) erodibility, rating? ® NO enter 0 O, Total Scare for Risk Factor (add A through F) tot include dstwbm« for the instellazion of stormwater oeatmeot facilities er toed stream crossings if there unable alrermnve location. a. B: Rater a'' s•t• " a;wrrw areli bilt;,.Snn for the listing. Criterion C: The maximum allowable for Low Risk Projects is 7 acres Moderate risk projects over 5 acres may be required to file an Individual Dscharge Permit application ifdetermined necessary by the Secretary. Criterion D: The maximum allowable for Low Risk Projects is 21 days. Moderate risk projects over I l days may be required to file an Individual Discharge Permit application if determined necessary by the Secretary. Criterion E: Include disturbance for the duration of the project, not a my one point in time. Slope det"munarmas should be based on a she survey of the future disnubmce arcs. Criterion F: Include dsturbm,.e for the entire individual pn jeci, not at my one point is time. The Erosion Factor K is a measure of the inherent emdibilty of a mil type. Refer inNRCS soil maps for your county. If data dis am available (e.g. if the site is built on assorted all matenal), contact ANR for directions on evalunttng soil emdibdity. A-3 Detslled Risk Evaluation - Identify Risk Mitigation Fallon Criteria Answer Store Direction Enter Store Will smrmwater leaving the constmction site pass yES / IPYES, }t though at least 50 feet of establshed vegetated buffer ^ enter 1, if before entering a receiving water? VS✓ NO enter0 I' Will the project be limited to two acres or less of d If YES, one 1, if disturbed earth a my one time? NO NO cruet 0 Will the project have a maximum of 7 wnsecutive days YES/ ff YES' J. of dismrbed earth exposure in my location before enter 1, if Q em o or frrtaI stabilization is imp,amented? .Pat. NO mitt 0 ILan Will the project disturb less than two acres of soil with ®E If YES. enter 1, if erodibikty higher than K-0. t 71 NO NO'ter 0 I-' Will the project include less than two acres of < ffYES' enter 1, if disturbance on soil that is greater than 5% slope? NO NOWW0 NL I Total Score for Risk Mitigation Factors (add H through L) Criterion H: Refer in Appendix C far a definition afvegetated bull r. Criterion 1: Refer to Appendix C for a definition of earth dismiturce. Criterion J: Refer m Appendix C for definition of temporary and final staulbatioo. Criterion K: Include dui ubmce for the duration of the project, not az my one point in time. The Erosion Factor K s a measure of the inherent erodibiky of a soil type. Refer to NRCS soil maps air Wable ar USDA- NRCS District Offices. If soils data are not available (e.g. if the site is built on arsom id fill material), contact DEC for directions on evaluating soil erodibitay. Criterion L: Include disturbance for the duration of the project, not at my one point in time. Slope dwerminatiom should be based on a site survey of the proposed disnubmce area Total Risk Score N. Mein cat,. Risk Base Scare O. Enter Score from fine G above (Risk Factor Total 12 1 p, Add Hoes N and O Q. Enter Score from Wne M above (Risk Mitigation Factor Tonal) R. OVERALL RISK SCORE: Subtract He. Q from line P o A' OVERALL Rack Directions for Filing for Parents;SCORE Cate or The proposed project is eligible for the Constmctim General Permit as a Low Risk project provided that the requirements of Subpart 2 ant =L If these requirements cannot be met, contact DEC to determine <1 Low Risk if the project should seek coverage as a Moderate Risk pmject or under an Individual Discharge Permit. Refer to Part IV of Appendix A for a summary of the application requirements for Low Risk projects. The proposed project is eligible for the Construction General Permit as a Moderate Risk project provided that the requirements of Subpart 3 are met. If these requirements carrot be met, contact DEC to 1-2 Moderate determine if the pmject should seek coverage as a Moderate Risk Risk project or under an Individual Discharge Permit. Refer in Put IV of Appendix A for a summary of the application requirements for Moderate Risk projects. The proposed pmject is mt eligible for coverage under the Requires Construction General Permit, and therefore requires coverage under an >2 Individual Individual Discharge Permit. Please refer to Stormwatcr Section on Permit the Water Quality Division website for more information. caw,¢cruunlhv.orr stun[tw:t[:r.h[m. A-5 "Vermont Association for the B/ind and Vsua/ly Impaired" is deemed to be "Low Risk" and will implement the methods outined in "lire Low Risk Site Handbook for Erosion Prevention and Sediment Control'" RECEIVED FEB 2 2 4 J-68 City of So, Burlington FOR PERMIT REl//EW F The Low Risk Site Handbook for E-I.. P-ortficirt and S,,dlno,.t Control Th. lan, W. Sit. H.hr-1, for ,phishat F-roit.. and S.dl.nrt C..,.l a+Mlm as14.1 W! ..Tv. Mltn, . 7, 'R." -T, f_ S,rcgan'3enera phn" w pi,sh, an h Ina eaannlnar.rn Arno_. IF .ndt'. 110. 11 %hio Ih .1-1 Fang th-thniaroe Ir.4 11 ftinaiit nfo.hx fC Sx xh;:,w_I, S. Sim Oman Channelled Runoff Rth;,tl, s.h. a-1. nid- n- In .v hhi"u mua t-hs-thra. ft. . II.H. =1 Ih. ant, 'A r. 1-t My "R. S. Winter Stabilization L. 'tonal -;TT. _n pt-, d"t". "n, "I. troly 11 ilt x1111 15, h emmeKslm ta", xiR .In 1. "x.. 'z T. An., ana "uh.", ftiqw,on him be di,in- non ylntwl _hns". st =r.h nnptwnlmr I.4 W ..n asie- qhand hIkInih ,thohnothnth ....a. 1.1d. of Ccoationto nn'-0 ........... xpVMnyrM M... .. ... .. TT funp,! inn.,L IT Nook 5.1, O.N,ou i.-I . ............. I........... ? I u,amil 3.1 Fbnn ............... ....... I. 5 Dwl ji,hohlniha- I is fi sI- r chnn'.111 q.."M 19 4. SNAA . E-stal 3,;;, . ............... 5 .. ......... v 10. ...... . 33 11. 12 lnuett you lid., it a.rrulan o. 1,dIIII-I R ft slops ........... ..... ......... xpx to n0.. ......................... .... 39 11. the art Mrth. ., -I.. T,14. hL na 4. Install Slit F- - - IM W nwa --anith: In the 11-Ith x ". 14 in. "'non.Atiln I—., In, 11..k �th, 1 jr,. $11. R d the di -"In nl ci: pcwne. non w ., "m-ht ohnah. t 3;, - .. .0 4 -, To, .. -, I hu: - ,. d , -ir -.1 iR ... 1JAu trx w 11 � 1; .1 1. .,it Ballte,* dar. �. hi. ..1-4 :ii 24 I f 1 tt. in ,. d-r- ,t hi,ih it.ti-nihi h; - rh, Inixt td �Z 1 1:1 "R- Rh.h 1in11, th ;4. -A. I _Iiiihi Into iks". tlx 11,, Rwqns inI. inhITA Suh,.. ith. --OTT, --w--thtd. S .. 2 Th. Requirements L Mark Site Boundaries -mg na . 7. Contract Permanent lNintocift, van 1m. 10. Stabilize, Soil at Final Q,.d* "In .h Ift 1 ill-,;;-Iiw5a,"al.a--,-,--"-,-,---..- 4 0 Th Fn, h, and nr.n,T Sna, 2. Limit Disturbance Area xrN1� - ths-i'll cl 1, --.- to mavw .. pnihn,a: Ra"Ow r,. fd d _,stj cn S. Distant Upland Runoff th, A,n 'kixeria, I--, nins, .nd 1 LM IT, tR".i., ^rK,RmpRwnr. ;err I-XIII Win hant, RII I.R "n, -.0 . "t. dn,,_ xi xroll., IL Stabilize Exposed Sall 01 q. Finxii-thern, MI ..." JoRR. ihinnal.. -4-14h rin 7. 11. it aW. tPf ,ha'- Th. tin.. , T'. I'd 0 The ......... RR '-w 21114 line l!", T. 'Reg, trh . ft", ,nn", 'al thi., .-hand., �b h.o. "..I inid 32 D-Maidnig Actlidtin Inat 1aa,N .u., the .,.an-. tn.. It'hi.thnnir'.. ,.- I- sooft pcItrh. han, zN or The rtI_.h 111. 11. .1 I- ! ii:p. ar thiltriz. I— rt, witsni; nq =dh N: hth`_ R-d arts da, was tI. a - 3. Stabilize Construction Entrance 11h,pixist. I any -.a inue, t', ar in, Thu. i 11 1-4- .Neill .dell 1.11h. 11 eh -and Rh_ to t.n NS he moll" h is I Ih. IN., i P h" ""I in, Ing .A"4,h. 'a, I e . ......... I .................. ..................... . ...... ..... . .... .. ........... .armmen . . ............nrn ....... ..... .. ..... ...... ........................ ............... - .... ..... .. ; .1 �: ............ .. ............ V,� FEB 2 2 4,UO8 Of FOR PERMIT REWEW CITY ENGINEER'S COMMENTS Bill Szymanski VT ASSOCIATION FOR THE BLIND Kimball Avenue March 13, 2008 1. Add north arrow to plan sheet C-2. 2. Yard light pole bases shall clear water lines by at least five (5) feet. 3. Existing sewer service stubs were installed 90 degrees to the main. 4. Project construction work shall conform to South Burlington specifications — not Colchester as plans state. 5. South Burlington standard bituminous pavement thickness total is 4 inches (2 Y2" base course, 1 1/2" surface course). 6. Sanitary sewer lines shall be bedded in 1/4 inch crushed stone — not sand. 7. Plans shall be stamped by the Engineer. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www,sbLirl.com A.►WI 01 southburlington PLANNING & ZONING March 13, 2008 Chip Dillon Neagley & Chase PO Box 2283 South Burlington, VT 05407 Re: 60 Kimball Avenue Dear Mr. Dillon: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, March 18, 2008 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, l Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com {Y�v V A, 41 south a i 4.� V E 8 M 0 N T February 25, 2008 O'Brien Brothers Partnership PO Box 2184 South Burlington, VT 05407 Dear Property Owner: City of South Burlington Department of Planning and Zoning 575 Dorset Street South Burlington, VT 05403 (802)846-4106 Enclosed is the agenda for the March 4, 2008 Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, —�i Betsy M Donough Brown Planning & Zoning Assistant Encl. cc: Chip Dillon A r. I m', Q91 ..Y V C.RM0NI February 25, 2008 South Burlington INS 252 College Street Burlington, VT 05401 Dear Property Owner: City of South Burlington Department of Planning and Zoning 575 Dorset Street South Burlington, VT 05403 802-846-4106 Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the March 4, 2008 Development Review Board meeting. It includes a proposal that abuts property you own. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. Ak"'i 1177 16G' DIY-c, H Glcl 170r GIYYb � n S,i eeA C —Z �yclYG� �q4/ /�O/C 1r15�s Halt' C /u'li' 1�1/4T�li' fi�7cS 6 r 3_, f `� ro UjT Y cI C�lo �7 w v 1-/� .�iiyl� L ncr►��'7 ft67 C s7 n sv��� ,jur/ S LGr7"/G�sv/7 17v��c�/C4cs-C"�i CuCS j/b/ 6G 17/5 _5 -t"14 -i"'IC , ,Cja /77 ! h 451 GAYS= G. SG!? �,7�/✓'�/ SCw y/r, cS hc► `l �(U C ,dCcfcft 9 r� 3`s� jib G�, G Ya,5 cdl /7 d r 7e�hC A7 i r7 CC gig southburlington PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner RE: Agenda #10 Site Plan Application #SP-08-12 DATE: March 14, 2008 Planning and Zoning Staff respectfully requests a continuance of agenda item #10, site plan application of Neagley and Chase Construction, seeking site plan approval to construct a 12,000 sq. ft. general office building, 60 Kimball Avenue. The application was heard on March 4, 2008 and continued so that the applicant could address staff concerns regarding the shared access and so that the City Stormwater Superintendent and City Engineer may have time to comment on the plans. The applicant stated that they would revise the application and the plans with respect to the shared access and other issues. Staff has not yet received any revised plans. Staff recommends that the Board continue the application to the next available meeting, April 1, 2008. 575 Dorset Street South Burlington, VT 05403 te1 802.846.4106 fax 802.846.4101 www.sburl.com rr OVA* southburlington PLANNING & ZONING February 29, 2008 Chip Dillon Neagley & Chase Construction PO Box 2283 South Burlington, VT 05407 Re: 60 Kimball Avenue Dear Mr. Dillon: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, March 4, 2008 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, ay McDonou Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com r ,I s southburlington PLANNING & ZONING March 28, 2008 Chip Dillon Neagley & Chase Construction PO Box 2283 South Burlington, VT 05407 Re: 60 Kimball Avenue Dear Mr. Dillon: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, April 1, 2008 at 7:30 p.m, at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDon ugh Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846A106 fax 802.846.4101 www.sburl.com r�• � � I I I rin O p p p f{ i I� �l■rN M1 � • o' o' o 0 0 0 m ® ��i� Io'. -� ° •� A11 Yi�' ■ ,..cam o .■ Ipp -11 -- - , TION �� Pm p� =1�11 1�1frmillil.� �; �� • n �= 1 L� _ 1 ° :. ... tit II � ofoil -- ,� � MCI I 0 0 0 .© o •u .o u a u o 0 I � 5/8' GYPSUM BOARD EACH ❑2 SIDE OF 3 5/8' METAL STUDS, SOUND ATTENUATION BATTS FULL WIDTH $ HEIGHT - FULL HT. TO DECK ZSIMILAR TO 2 EXCEPT 6' MTL 2A STUDS e 5/8- GYPSUM BOARD EACH ❑SIDE OF 3 5/8• METAL STUDS, 1 SOUND ATTENUATION BATTS FULL WIDTH @ HEIGHT - TO 6- ABOVE FINISHED CEILING a �j 3 1A SIMILAR TOI I EXCEPT OMIT SOUND AT. T10N BATTS b o R f. G NO N RAI PARTITION • $ `J 1. SWND RATED PARTITIONS SHALL RECEIVE SOUND SEALANT AROUND FULL ti PERIMETER BOTH SIDES OF PARTITION. 2. MIN STUD SPAC04C O 16'o.c. y A PARTITION LEGEND • y�� b A� Z z� �LU W — A G 0 z }� Ai.01 �,I II Ulm _ ® N RECEIVED FEB 2 2 -.�uo ,o" �,. Noon City of So. Burlington 12-11-0' Q W. �`J •� 2DD7055 PROJECT NORTH .eTIIR! FIRST FLOKA FROORESS PLAN P R I N T S"WKK ®:2-2c- ca A1.01 �50UTH ELEVATION I I I 0 NORTH ELEVATION 0. GATE: REVISION 4 5 6 P.M. MTL MELNANILAL -- -_ LNIT 5L WALL PREFIN MTL F�AE E V E D TRIM � BRICK VENEER %TERIOR WALL FINISN EE �L .pp.,,�/?��yq�! F'REFI N ALUM SOLAR 2 >` [..VV� pre �'�D am 12 11-M SGREENIN6 UNITS FIBER WIN 5t 5�0. BurlingtonPIKUMMIX UMIM W: ego Oe7m�V: BrD :.. ELEV� BSa'-0' 2007M Mf1111e ____________________________________________________________________________________�y� BUILDING ELEVATIONS nEAST ELEVATION 'va.I-0 �i `� I one I ICI II 02 �� A2.01 E KIMBALL AVENUE w .T.O w-- -- —w—— w- i�- 1 1 1 1 1 1 OFFSET 10FROM EDGE OF SIDEWALK COGC OF VABVI WALKWAY yI .ijs 1 I I a sU f1 , — ,11 ai=O❑.. Existing '. C G_ v 57703 franelorm a vH r y Kw*� < ¢ i '1 , r '5 STRIAN MINE Q0 07 FIELD .SDJIJST LOCATbNS i0 PROVIDE BEST '_GREENING AND APPEARANCE P NOTE- SEED 3 FRONT BERMS WITH try SHEEP FESCUE / WILDFLOWER NIX + SARGENTCRABAPPLE —_ Q \ SEED ALL OTI'ER DIIriT STl1RBE0 AREAS / CENTER ON WINDOW BAYS ••' vnm CATAMOSUPREME FIX"y OFFSET 10' FROM BUILDING �4 b REFER O�TEET L2 L L L _- _ r•. _. / LUMINAIRES CTYP) L L L REFER TO CAL DRAWINGS' \(- ET 4' ON CENTER 50, , �\ •.r• I I � KK. \ we ond4 VERMONT ASSOCIATION FOR THE 2 bu r 1 BLIND AND VISUALLY IMPAIRED PEDC5MAN BOLLARD uuer5 I / \ 1 J7Ao REFER TO CAL DRAWINGS + AUSTRIAN FINE CB') / I 2 AUSTRIAN PINE C5') '^ I $a TO PRO BEST 5LREEMNG LATIONS AND APPEARANCEWLLI �y \ 3 TATARWN MARE _.. \ BICYCLE RACK �.,, • ,• J'ON CENTER TARi-' GONCRETf Pao � i 1lir �a ll ' 50' strecm `\ buffer \ c . GUSTING TREELNE \ \ 1 ___ f. •",! PROPOSED LINTS OF CLEARING l .• .. .. ....... +. ILA!/ 900, !y ♦---------------------- SHEEP FESCUE + WILDFLOWER M% OWNER SEED BLEND OR EQUAL SSA `10 SEED NAME 2 OF MIXTURE MINIMUM GERMINATION C j 'r SHEEP FESCUE 902 852: NORTHEAST WILDFLOWER M% lol INERT MATTER LESS THAN 3F- WEED SEEDS LESS THAN DAZ ENDOPMTTE ENHANCED FOR N5EGT AND DISEASE RESISTANCE APPUCAT101 RATE IS 4 POUNDS PER 1000 5F PLUS ADDITIONAL \ 2 POUNDS PER 1000 5F OF TRANS45T OR ANNUAL RYEGRA55 CATAMOUNT 5UPREME M% SEED NAME Z OF M%TURC MINIMUM GERMINATION LIBERTY K H WIN T BLUEGRASS 25x-30 85S VICTORY CH WINGS FESCUE 207:-30X. 85x CUTTER PEREMM+AL RYEGRA55 20S-30Z 90% SPARTAN HARD FESCUE 152:-252 902: INERT MATTER LESS THAN 3S WEED SEELESS THAN O.1b EMDOPHTTEDS EMIANCED FOR NSEGT AND DISEASE RESISTANCE APPLICATION RATE IS 5 POUNDS PER 1D00 5F v % 7 ELM e- NOTE- OFFSET - 50' ON CENTER L TMIS TREE 5' OFF PLANT QUANTITY SCHEDULE — VABVI COMMON NAME BOTANIC, NAM SIZE NOTE it AUSTRIAN PINE P_ F. 8' HEIGHT B+B 7 AUSTRIAN FINE PMUA w. 5' HEIGHT B+B 4 SARGENT CRABAPPLE Neon _q_" 2" CAL. B+B 7 PRNCETON ELM taw. mwkeea 'Prncetai 2" CAL. B+B. MATCHED 3 TATARIAN MAPLE Ater tatarica 2' CAL. B+B 3 CENTENNIAL STAR MAGNOLIA Maglola Ate)eta 'Centemld' 7' HEIGHT 3-5 STEMS 7 DARK GREEN ARBORVITAE A,I o .tee rxw. W G CLIMBING HYDRANGEA Hyo-agee awned Ixt"w, 5 GAL 24 RUBY SPICE 5U?IER5WEET Olathe a Fofa Toby 59Ice' 36" 43 SIBERIAN CARPET Mcrc is EacwAata la" CONT 21 MOSTA Mmts Ww%ata 'Abo Mwgb.te' 2 YEAR LOUR 41 STELLA D'ORO DAYLLT Henaracafa "Stet D'aro' 2 YEAR LONT 100 PACHYSANDRA P_I,Y.a . terIM16A FLATS T•K TK Landscae Architects LA101icAK AIICMIC + SITE RAW44 133 BLAKELY ROAD. SLATE 203 COLCHESTER. VERMONT 0544r. VOICE + FAX, 602-Br4-7B43 E-MAL- tarry-UW4.aa. o _ xaeA NOTES, L PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT DIG -SAFE • I-555-LAG-SAFE AND THE PROJECT OWNER TO VERIFY THE 'AS -BUILT' LOLATOMS OF UUERGROIND UTUTR S. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARG ITCCT OF ANY CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND EXISTING CONDITIONS. THE LANDSCAPE ARCHITECT SHALL REVIE PROPOSED MODIFICATIONS TO THIS RAN AND MAKE RECOMMENDATIONS AS NEEDED TO AVOID CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND CASTING SITE CONDITIONS. REVISIONS, RECEIVED FEB 2 y City of So, Burlington 0 10' 20' S0' LANDSCAPE PLAN VABVI VERMONT ASSOCIATION FOR THE BLIND AND VISUALLY WAKED KNBALL AVENUE SOUTH aRLNGTON. VERMONT M PROJECT 0803 2-20-08 SCALE AS SHOWN L - 1 17 RUBY SPICE 5LMMER5WEET 4' ON CENTER. HEDGED 3 STAR MAGNOLIA 10" ON CENTER 41 51BERIAN CARPET 3' ON CENTER. STAGGERED 3 BENCHES e L FLAT 5 RK 3GO e 360 SF L 6 CLIMBING HYDRANGEA — TRAN TO CROW ON WALL PEDESTRIAN BOLLARD LIGHTS REFER TO CAVIL DRAWINGS KRE55 4 LANSING GON5LJLTING ENGMEEERS NOTE PROVIDE ONE M05E BIB WITH TIMER CONTROLLED IRRIGATION VALVE AND 50AKER M05C TO COVER ALL PLANTS N THIS COURT. PROVIDE SLEEVE LNDER WALKWAY TO AGCE55 PLANTS AT FLAGPOLE n ENTRY COURT CONSTRUCT 3' SAUCER RIM AROUND EACH PLANT 3' LAYER Of APPROVED SHREDDED BARK MULCH CONTINUOUS LAYER WHEN USED N SHRUB BEDS UNDERLAY WITH BLACK WEED BARRIER FABRIC 3' LAYER OF 5nRED[ LOOSEN. CUT. r REMOVE PLANT SHRUB BURLAP FROM TOP 2/3 9' DEPTH Of TOPSOIL /COP AT SAME DEPTH OF ROOT BALL AT WHICH SHRUB HA D PREVIOUSLY GROWN BAGKFLL WITH APPROVED TOPSOL PLANTING MIXTURE I_ G' MINIMUM SHRUB PLANTING NTS n DAYLILY BED Y T-10- A Proper Tree latitim Pla r m ` cur veumotekwj Ercrttcfltra: t. .MY.S S�ie tridC, i�61':B`st1: t t.. f r.V 'i, id f'Li I -<I31T r.19",' i•.•2_ I J,'L6i!1WG0=66wa fI— Ird 1 ]•::: 1,11 ', i >I I I a I l i I � �S aQtti '4�11N h�5'T T.5 �•� >� �� iJ'�dt r'yIII L v _ al �'ArA" O trMm 1 rieics of ia�e how ,_I. 1. I I I ,kr "Jlna Ir 1 I t eh'1 NUISI ! 14 ; 6 trues Wl dlam�s`rx $r+j 1'4, oII' f A dl-r.= xl is .I _..h, ^LiII d', i;� <J III ,I I Ifli:' I.II i;;*.I t ..1 i I 'I J �^ >( {>eFF vr.�:I I. u I I, <I_I u•. I„T� d� c 3u ,. 1 n r m, 1 .I t h:: tI r: ', &Y1sCntlT510 GitPt nM I1 J11Xi4 Rc9a.FE.rs; �, Udnm;rceN Cmnu'd4` Wwx�tq n SOUTH BURLINGTON TREE PLANTING DETAIL �' HITS PACHYSANDRA. BARE ROOT PRIOR TO PLANTING. SOAK N WATER AND CAREnXLY SEPARATE ROOT SYSTEM 1' LAYER OF SHREDDED BARK MULCH ADD 2 NCM LAYER OF COMPOST AND MIX INTO THE TOP SIX INCHES OF EXISTING COL PACHYSANDRA BED ✓ 1'-1'O' PACHYSANDRA SEX M5nEO GRADE 1/2" BELOW TOP OF EDGING ALUMNA LANDSCAPE EDGING 3/IG' X 4" ALLJMII t BLACK FINISH USE PREFORMED CORNERS AS NEEDED FLU5H OVERLAP JOINT ASSEMBLY DeYLLT 5" IY X 3/16' ALLM AH STAKES °REFORMED SLOTS IN EDGING 4MLM 2' ON CENTER LANDSCAPE EDGING HITS )E TK Landscape Architects LANDSLIIPE ARCMTECTtRF ♦ SITE PLANING 133 BLAKELY ROAD. SUITE 203 COLCHESTER, VERMONT 0544G VOICE . FAX, 502-BG4-7543 E-MAL- terry•tkNnd.cm m cmrn za» re vmxu� ru.rzcn � NOTES, L PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT DIG -SAFE • I -BBB -DIG -SAFE AND THE PROJECT OWNER TO VERIFY THE 'AS-BLX - LOCATONS OF UNDERGROUND UTUTES. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND EXI5TING CONDITIONS. THE LANDSCAPE ARGATCCT SMALL REVIEW PROPOSED MODIFICATIONS TO THIS RAN AND MAKE RECOMMENDATIONS AS NEEDED TO AVOID CONFLICTS BETWEEN THE PROPOSED GONSTRUCTION AND EXISTING 51TE CONDITIONS. REV15 0145, RECEIVED FEB z P- LA City of So. Burlington LANDSCAPE DETAILS VABVI VERMONT ASSOCIATION FOR THE BLIND AND V15UALLY HARED KMBALL AVENLIC 501JTM BtRLMCTON. VERMONT TK PROJECT 0803 2-20-OB SCALE AS 5HOWN L-2 TRUCK LOUNTERWELHT RING III 20' ALUR4MN FLAGPOLE SOVEREIGNTY GABLE BASED INTERNAL HALYARD SYSTEM MODEL 1200501B8A MAT AL ANODIZED F145M BIX-MONT FLAG POLE COMPACT 221 HORSHAMI ROAD IIOR5HAM PA 19044 5GG-G75-1040 _ - UNIVERSAL DE51GN SEAT HEIGHT m� WELLSPRING BE l BACKED ELEVATED SEAT 2 INTERMEDIEEX ELEVATED ARMS SURFACE MOUNT LANDSCAPE FORMS 800-021-2546 5TRFME MOUNT BENCH T TO CONCRETE E515T T CORE5TAM(55FLA STEEL BOLTS WITH THEFT RESISTANT HEADS LORE FLATWORK AND SET WITH EPDXY GROUT n BENCH LOCKABLE HANDIOLE ALGE 55 FOR INTERNAL HALYARD GABLE WHICH ALIXNUH COLLAR. TYPE FC-11 vz SEALANT ASPHALT TREATED FELT AT GROLNO SLEEVE FROM MANUFACTURER ABUTTING CONCRETE FLATWORK WABA5M VALLEY OR EQUAL 7 LINT GAPALNTY BICYCLE RACK WAVE MODEL WA-9-5M-MC. COVER PLATES SAND RL CONCRETE FOLMATION 84� 3000 P5 (5) i1 RENFCRLING BARS MN SETTING WEDGES FROM MAN-fACTLRER STEEL BASE RAT[ FROM MANUFACTURER 0 Y B' III I ROD ♦ 111 GABLE CLAMP TO STEEL FLAGPOLE BASE RATE 5URFACE MOUNT STAINLESS STEEL BOLTS EPDXY GROUT 36' n FLAGPOLE — 3 ON 1 SIOE51-OPE `n SECTION THROUGH PARKING LOT BERM BIGYGLE RACK V 1/2--1.0- KIMBALL DRIVE TOOLED JOINTS AS SHOWN ON SITE RAN TOOLED JOINTS • 25% OF TMCME55 OF CONCRETE CONFIRM JCNT PATTERN YAM LANDSCAPE ARCHITECT PRIOR TO consTRuGnoN 5' THXRMESS 3500 PSI SX AR ENTRAINED BROOM FLASH ASPHALT TREATED FELT EXPANSION JOINT FILLER AT CONSTRUCTION JOINTS AND/OR ABUTTING STRUCTURES _ CRU5MEO GRAVEL BASE VTRANS SPEDIMATION 70405A. FINE MINIMUM DEPTH 8" CAFTCR COMPACTION) COMPACT TO 95Z MAXIMUM DRY DENSITY AAS-ITO T-99 ILTMOD 'C" SUBBASE COMAGT TO 9OX MAXMLN DRY DEN5ITY AA5MTO T-99 METHOD 'C' FIELD DENSITY DE ERMINED BY AASHTO MET1100 T-19I (SAND COME) OR T-238 [NUCLEAR) FIELD MOISTURE DETERMINED BY AASHTO T-99 OR AASHTO T-239 (MXJCLEAR) '� '�'� 'N nJ COURT GONGRETE FLATWORKNR AU5TRIAM PINES ELM TREE5� R / 4L°x // 7 ON 2 SIDESLOPE - SHEEP FESCUE r WILDFLOWER MIX HIC11 POINT OF BERM M 1DEWALK SADDLE OF BERM SIDEWALK "'�• PARKING LOT UMC4PA�L1 MOWN LAWN -. 111=11 �TIII �1 4�all� Il,lllmioll Iil.k,l u11 I i.d6is. TNO-, � II I III \ ��, n SECTION THROUGH KIMBALL AVENUE BERM � T• K TK Landscape Architects LANDSCAPE ARGMTECTLRE ♦ SITE PLANRMG 133 BLAKELY ROAD. SUTE 203 COLCHESTER. VERMONT 0544G VOICE + FAX- 802-BG4-7843 E-MAL- terry-tklald— m canrnT moe n ulox..H uvmTas eu NOTES 1. PRIOR TO CONSTRUCTION. THE CONTRACTOR SMALL CONTACT DIG -SAFE • 1-888-0I11-SAFE AND THE PROJECT OWNER TO VERIFY THE 'AS-BILT' LOCATONS OF UUN UERGROD UTILITIES. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND EXISTING CONDITIONS. THE LANDSCAPE ARCHITECT SMALL REVIEW PROPOSED MODIFICATIONS TO THIS PLAN AND MAKE RECOMMENDATIONS AS NEEDED TO AVOID CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND EXISTING SITE CONDITIONS. I REVISIONS• RECEIVED FEB 22, City of So. Burlington LANDSCAPE DETAILS VABVI VERMONT ASSOCIATION FOR THE BLIND AND VISUALLY IMPAIRED I"ALL AVENUE SOUTH BRLNGTON. VERMONT TK PROJFGT OB03 2-20-08 SCALE AS 5MOWN L-3 ---------------9------------s------- ------------------------ pe._. — - -a - - - - - - - s- - - - - - - -a �IIIIIIIIIIIIIII{I{IIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIIILIIIIIIQ(I°(IQl1�'fl I�-{•°f`I4�:.. R 0 0 R Q' 4' '0 4' R' R' 4' 4' 4' Q' R' 4' � � DA � � � D9 4D � � � � � §� R' 4' '� � Q � � R� _ -"� 4-- 4'_ 4' R' 4_ 4' 4' 4• 4_ R' 4_ 4' 4' °6•- 4 R_ 0- 4r- Q��d•-_4� 4�_4�_ R- 4'_-_R•-_�_R=_ �' .� _R•_ 4• r�• r r�• R' _ - I - - -Q• -- - @- -Qr - �- - @- -Q' -'�` - ------- -`„z \ - -Q•• - �` -0' - �` _ %r'�`= fi_ Q' �' -�' r%' ,�g� ` '� r . Q' R' I'< I i`�i y I iR. R. O I I I -- --------- - - ` I r!r! �� jl I `R_ - Q'- Q -,Q' - 4- - 4 - Q• - - R- - Q. c, - -- - Q- - R'- - - - 4- - 4'_ -' Imo ' .. R: = $`- _¢ = - - R' �4' f C0. - i f ry• Q' Q' '� f f / �R' Q' Q' rfIV ` —332 4_- - - - - - -- ~ ------------` 1 1 Q A= R ,.� - lv.p �\a\\ "/,/A ; - �--ti- ---- --�-� �IrK\_Q�\�I ------- - rrNwuwwnnw.nn..nnn \• 'ti' '�• 1• r., Q. R. �. I ti. I I �• Q. . `L' 'L' ti. 4 Q. Q. IQ. IQ. ti.� ,y.I I Q. Q. Q. Q. `• �Lp I I I I lJried 20' In,le wiw In wdl hn] I � 1 ! oD Qy } \ \ `'.A1 Qa!; 1 \ \ aigw pgl,rv---- - $ -� \\\ u4.s I 1I lYl IIlR Q R R Proposed Sui/dir� /� � 12,000 s F :. �y5•,-:J]A,�•� �• ��ti'' \,' �? �-_-4 L.�1 •ph ti1• Ry=fi• t, II I I I $T1(• 4 FF JJ6 0 tI I QQ^• � QQti•' QQy•• Qqo•' \ �\ . is dQ Q• R' \ \ �. ti 1�,u 1. ` \� _ h _ }. ti. \ 9 Q• Q• �\Q\ \\p\\\\Q• I t, �• �' Y . ' ry. ti' �' Y IR' Ix $'f r YYff 4. Q. Q. L I b I fJJ rL \ O O \ Q. Q• \ _~ _ _ _ ~' R' R' 1\ QQ Q~\ �� V'-\ 'L !\ a O a q a 4 a O 5 sl o I a ti `\ I \ •e3355 . , �' I ^�' ti 1• Y 1' Y �' 4' �' 4; I i 4• R• Q• -ter_§__4=-b-=k—_—-h-=—=-o.- 1i' Q• \q• \ \q\ Q _ - \ � \ o' ,'R: � �_-_,-Q- � R � �-__ o• - � - ,- o s• -� � � ti-�•--y- t- � .- , Tyr �� IQ• Q• Q• Q• Q• bQ--�-- `\ 1 � I Graphical Scale \\ R ,R' S• �-�; 4; �- � 4 Q' � -'S '�' �' "f' , . ,•'�' IR. IQ. IQ. Q. Q. Q. ,•,=,o \ \ O O 1 \\ \ _ Sgalr �s _ ^L _ Q '\ '+� ii ♦ \ i'O/ O I O I -Q _ % — o \ 4 % so oQ•�\ -4 R• Q�- c• A �Y ,�� 7 `♦S� 9� R' Q' IR' IQ' IR' �\ 50 (\ aofier \' 4' ♦,4 \ \ 4 4 .r � 1 i , g` R' 4' 4' 4' IR' I / � j � � 1 1 � 1 --i i .•' i /,' we!/and / — � \ \ Q• Q• ;�; \Q•i Qn,.4,1•�--�--'-�--��=---`�'-- �•'---«9 r f ��,♦ 4' 4 4 / / I /,r ._ \ 4• \� ��`�Q 4• R• 4• Q• 4• Q� •I d A� R• 4� / v � / L\ \ ............. - \ \\ \\ �`-------- - --- / r RO N � GOlfN \ spre00N � / J• �' pp l Typical Light Pole � KN SAg2 or gtlubbea l.igh A Ki \'ow Archetype, N I73 Wad pdee ema rrclel helde , 2U' q. peel pab eM 3" rmwan6 arta Hubbell Lighting. Ki— Well ITrtvm+r, KV WU 14, IW wetl pulxe ennmdel MLJc nNn 12' well m+wfing Neigh. � 6 Ilubbdl I.ightine. Kim4ow vK galled KN'VRHI, I W wen rrclel heliJe bdb 42" high buWd Prt W. L,--- ."--ligM1L J9 Wan Mehl tlegJe NOW: 11 11c xn 1 -. I'Il ,aw�uc veM1rte art in Iwt coMler eN a de 110 hrrervelx Us z) 31,e m tine Je - w M Je ^I.wen IJe.grcr eaa�paar prtgre s Ins gxn�rt files ilubl fn Jr ulac� ry J) L'gM1l � ry o 093 a per gwrt hwt Wr pahirig eid walk 4) Ally h ubaludwrt 3) f Ing I'e erin+n+rtocel tint clack forJwk m dawn lighting, wish N... fi re ,mcd n and-dgnt 6) flux deign racers tln II:SNA vu�mrr SteMed 90 1 2004 RECEIVED FEB 2 2 100$ City of So. Burlington N E A G L E C gl A S E 1 I50 Allpo* r1� PO Box 2283 So Burfington, VT 05407 2283 (802)65M320 6SM349 Fax Vermont Association for the Blind and Visually Impaired Kimball Avenue So. Burlington, VT 05401 Site Lighting Dated: Feb 21, 2008 um : W al[ AOams SL 1.0 Sheet l of I N E A G L E Y v C H A S E CONSTRUCTION COMPANY March 24, 2008 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Re: Vermont Association of the Blind and Visually Impaired 60 Kimball Drive Please amend our site plan application SP-08-12 as follows: - Include 50 Kimball Ave encumbrance for the shared curb cut and access drive per O'Brien Brothers Agency Inc. letter dated March 24, 2008 and Krebs & Lansing drawing C-1 dated March 13, 2008. - Civil, landscaping and site lighting drawings have been revised per SBPZ's comments March 4, 2008. - A cut sheet of the two exterior, downward soffit lights is attached. Please call with any questions, otherwise we look forward to being heard at the April 1 DRB meeting. Thank you, S� Chip Dillon Project Manager Neagley & Chase Construction Co. S: IChip162! - VABVhCorrespondencelLetter - SB 02 Ammend App.doc 1150 AIRPORT DRIVE, P.O. BOX 2283, SOUTH BURLINGTON, VERMONT 05407-2283 (802) 658-6320 FAX (802) 658-0349 HBX/S,BX) SBX shown 6" Non -IC Rated Metal I fide/HPS Commercial Universal Downlights The SBX accommodates E-17 high pressure sodium lamps up to 70 watts. The 71/2" housing height allows installation into shallow joist structures. Specify a 120W277V (standard) or 120V/347V dual tapped ballast. The SBX can be used for new construction in commercial noncritical areas such as building entrances and light warehouse applications. Rated for feed through wiring. Listings: UL/CSA Listed Length 18'/2" Height Th" Max. Ceiling Thickness 1'h" OrderLine 2 • 1 Adjustablecat. No. Description Cat. No. Description TA21 O Adjustable eyeball. Available in white TA21PB (TA21) or polished brass (TA21PB). Adjustability: 350oH x 30° V HBX35: 35W PAR-30L MH HBX70: 70W PAR-30L MH — TA30 Clear (C) or black (B) Alzak®, black = (C)(B) baffle (BF), or white baffle (WBF) (BF) (WBF) with adjustable lamp. Adjustability: 350°H x 35° V HBX35: 35W PAR-30L MH HBX70: 70W PAR-30L MH TA38C Clear (C) or gold (G) Alzak reflector TA38G with adjustable lamp. Adjustability: 350°H x 35° V HBX35: 35W PAR-30L MH HBX70: 70W PAR-30L, 70W PAR-38 MH HBX100: 10OW PAR-38 MH Sloped, Cat. No. Description TA85 Black regressed eyeball with baffle. Adjustability: 350°H x 30° V HBX35: 35W PAR-30L MH HBX70: 70W PAR-30L MH TAW85 White regressed eyeball with baffle. Adjustability: 350°H x 30° V HBX35: 35W PAR-30L MH HBX70: 70W PAR-30L MH TA38CMFC Adjustable lamp with American Matte" textured reflector surface. Brushed aluminum trim ring. Adjustability: 350°H x 35' V HBX35: 35W PAR-30L HBX70: 70W PAR-38 HBX100: 10OW PAR-38 Cat. No. Description TSC30 Sloped ceiling trim, clear (C), black (C)(G)(B) (B), or gold (G) Alzak reflector, TSC38 Sloped ceiling trim, black (BF) or (BF)(WBF) white baffle (WBF). Adjustability: (BF)(WBF) black baffle (BF), or white baffle 15° x 30' HBX35: 35W PAR-30L MH (WBF). Adjustability: 15° x 35' HBX70: 70W PAR-30L MH, HBX35: 35W PAR-30L MH 70W PAR-38 MH HBX70: 70W PAR-30L MH HBX100: 100W PAR-38 MH WallWash Cat. No. Description Cat. No. Description /. TW44S, Specular clear Alzak wall wash. TW43, Eyelid wall wash with black baffle HW44S Specify M.H. for open burn only. ' HW43 and rotatable dual Alzak reflector. HW44S-SBX: 35W/50W/70W H.P.S. E-17 Specify M.H. for open burn only. TW44S-HBX: 50W/70W/10OW M.H. E-17 HW43-SBX: 35W/50W/70W H.P.S. E-17, TW43-HBX: 50W/70W/ 10OW M.H. E-17 QrpirnI it P` (ul I Ini—r—I tri— — intarrhanneahie with IBX. PBX and RMN housings. 6" Non -IC Rated Metes' Halide/HPS Commercial Universe.- bownlights ,HBX/SBX °tensed Catalog No. Description Catalog No. Description HL85 O Black baffle with fresnel lens. SBX: 35W/50WnOW H.P.S. E-17 HBX: 50W/70W/100W M.H. E-17 HL88 O White cone with fresnel glass lens. SBX: 35W/50W/70W H.P.S. E-17 ++ HBX: 50WnOW/100W M.H. E-17 TL87 O Black baffle with textured opal glass lens and upper clear Alzak reflector. SBX: 35W/50W/70W H.P.S. E-17 HBX: 50WnOW/100W M.H. E-17 Catalog No. Description bi To IN i • a • TL89 O White cone with drop opal diffuser and upper clear Alzak reflector SBX: 35W/50WnOW H.P.S. E-17 HBX: 50W/70W/100W M.H. E-17 TL90 O White cone with textured opal glass lens and upper clear Alzak reflector. SBX: 35W/50W/70W H.P.S. E-17 HBX: 50WnOW1100W M.H. E-17 MGR Metal "goof" ring. White metal trim ring covers oversized ceiling cutout. Specify outside dimension and trim catalog number. Example: 81h" — TB15MGR trim ring. SCA7 Sloped ceiling adapter for Lite Box trims. Specify degree of slope and ceiling type. Not recommended for wall wash (TW) trims. Sloped ceiling adapter and housing must be installed at the same time. TCA1 Thick ceiling adapter allows for use of Lite Box trims in ceilings 11/2" to 2'/2" thick. Install prior to housing installation. Ordering Example: Line 1 HBX50 Line 2 HW44S Additional Decorative Options Available! Consider Prescolite's LiteDeco® decorative elements to complement your residential a4_ or commercial project. They're a broad selection of affordable and stylish reflector and tnm combinations available with compact fluorescent, metal halide, and incandescent LiteBox®Un housings*. Choose from a wide variety of finish options, reflectors, and beautiful decorative el to enhance any interior space. Refer to pages 370 through 381 for complete details. •Exclusively available with PBX IBX. BMN. RMNICi IDBX, TBX. TBXIC and HBX LiteBoa' Universal and Fire`nght`" FT6CF housings. flefer to LlteDeco' section for complete housingttrim compatibility and lampMattage Information. 0 UL Listed for Wet Locations. Ores co I (t V" N E A —.04PI—J G L E Y U C H A S E C ON 5 T R U C T I ON C O M P ANY November 16, 2007 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Re: Vermont Association of the Blind and Visually Impaired 60 Kimball Drive Attached are conceptual site and architectural plans for the new office building proposed to be constructed in 2008. Before we get too far along in design we would ask that you run the parking lot and access by Chief Doug Brent for his consideration and comment. The building will be 12,000 sf per floor, mechanical room is in the lower level, and lower level walkout is to the rear of the building. It will be fully sprinkled for public use with full fire alarm that dials out and has horns/strobes/pull-stations. Weimann-Lamphere Architects is laying out fire -ratings, stairways, egress, etc. At this point, we want to introduce the project and confirm Chief Brent is comfortable with the access along three sides. The building is situated to the south of the lot in order to give gradual grades around to the lower side and up to the main entrance. We have designed the maximum access attainable with stream setbacks and Kimball Ave rights -of -way. Please call with any questions or if you would like to meet on the matter. Thank you, u.-a-� :I-cl k Chip Dillon Project Manager Neagley & Chase Construction Co. S. IChipWl - VABVTCorrespondenceIetter - S Burlington 01 FD Site Review.doc 1150 AIRPORT DRIVE, P.O. BOX 2283, SOUTH BURLINGTON, VERMONT 05407-2283 (802) 658-6320 FAX (802) 658-0349 Permit Number SP- vb -� CITY OF SOUTH BUF LINGTON APPLICATION FOR SITE 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 site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) O'Brien Brothers Partnership, POB 2184, South Burlington, VT 05407 658-5000 phone 658-5002 fax (Business Park North, Lot 3) 2) LOCATION OF LAST RECORDED DEED (Book and page #) n/a 3) APPLICANT (Name, mailing address, phone and fax #) Neagley & Chase Construction, _ POB 2283, South Burlington, VT 05403 802-658-6320 phone 802-658-0349 fax 1) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Chip Dillon, Neagley & Chase Construction, POB 2283, South Burlington, VT 05403 _ 802-658-6320 phone 802-658-0349 fax 5) PROJECT STREET ADDRESS:_60 Kimball Ave, South Burlington, VT 05403 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0980-00050 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use Open b) Proposed Uses on property (include description and size of each new use and existing uses to remain)12,000 square foot office c) Total building square footage on property (proposed buildings and existing buildings to remain) 12.000 sauare foot office d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 8' above eistinq grade + 15' building + 5' screen = 28' total hieght e) Number of residential units (if applicable, new units and existing units to remain) n/a Vag- O&SP-gpN-LOa 3 c:E# 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. "k, LA'1k, SIGNATURE OF A PLICANT —OS NATURE�OF OPERTY OWNER VA8 0$6P — 8PV1- Lo4-3 Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: CJ Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: L"J Complete ❑ Incomplete of PlamWng & Zoning or Designee 4 IXI M-MIAi .iml - ) KIMNUVV!- I ne Arcnewpe- -1 /:) - 4VUVV Optional Wall Mounting Kits 00 4Ya 8 0 10'/4" 53/is" 0o y KN-WM1K wall mounting kit for KWAR Large Housing using arm and wall embedment bracket. J-box in wall (by others) ° 4 3/4' o y KN-WM2K wall mounting kit for KN-SAR Small Housing using adapter plate. 3" or 4" J-box (by others) Housing: One-piece, die-cast low copper (<0.6% Cu) aluminum with integral cooling ribs. Solid barrier wall separates optical and electrical compartments. Double -thick wall on the support -arm mounting end. All hardware is stainless steel or electro-zinc plated steel. Lens Frame: One-piece, die-cast low copper (<0.6% Cu) aluminum lens frame with 1"minimum depth around the gasket flange. Integral hinges with stainless steel pins provide no -tool mounting and removal from housing. Single die-cast aluminum cam -latch. One-piece extruded silicone gasket. Clear 3/% thick tempered glass lens. Reflector Module: Specular Alzak® optical segments rigidly mounted in a die-cast aluminum frame, field rotatable in 90° increments. KN-AR model sockets are porcelain mogul base, pin -oriented, with molded silicone lamp stabilizer. KN-SAR model sockets are porcelain 4KV pulse rated medium base. All reflector modules are factory prewired with quick -disconnect plug. Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with quick -disconnect plugs. Electrical module attaches to housing with no -tool hinges and latches, accessible by opening the lens frame only. All ballasts are high power factor rated -20oF starting. KWAR module is 250 or 400 watt MH and (5) tap ballast. KN-SAR module is 175 watt (QUAD). Support Arm: One-piece extruded aluminum with internal bolt guides and fully radiussed top and bottom. Luminaire-to-pole attachment is by internal draw bolts, and includes a pole reinforcing plate with wire strain relief. Arm is circular cut for specified round pole. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a Titanated Zirconium conversion coating; 2500 hour salt spray test endurance rating. Optional Wall Mounting Kits: Large KWAR model mounted to poured concrete walls only. A modified support arm is provided with side access to allow field splices within the arm. A wall embedment bracket is provided to accept draw bolts, and a trim plate covers the wall -embedded junction box. All wall mount components are finished to match the fixture. Small kN-SAR model mounts to 3" or 4" junction boxes by a cast aluminum adapter plate with fixture mounting bolts. NOTE: Junction box in wall must provide adequate fixture support. See NEC sections 370-13, 17 and 410-14, 16. Quick -disconnect plug and wiring are provided to allow field connections prior to KN-SAR fixture mounting. CAUTION: Fixtures must be grounded in accordance with national, state and/or local electrical codes. Failure to do so may result in serious personal injury. Listings and Ratings UL cUL 1598 4G Vibration' 25C Ambient IP66 Rated CE ISO 9001:2000 CO (Full) Cut Off' (Flat Glass Lens Only) 15K Cycle Testing 'Dark Sky Legislation Compliant P KN-AR2, KN-AR3 Large Housing 250 or 400 Watt Metal Halide Mogul Base Lamp Arm cross-section T 16" T F-- 221V —� Maximum Fixture Weight (400MH) = 45 Ibs Single Fixture EPA = 1.2 KN-SAR2, KN-SAR3 Small Housing 175 Watt Metal Halide Medium Base Lamp cross-section Maximum Fixture Weight (175MH) = 25 Ibs Single Fixture EPA = 0.7 11 0. IGM UGH NG v Ig ck nc th is A e R e Catalog Number: Fixtures provided with the following lamp: 175MH - 175W Clear Universal ED17 Metal Halide 120208/240277 Volt Ballast 250MH - 250W Clear Universal ED28 Metal Halide 120208✓240277/480 Volt Ballast 40OMH - 40OW Clear Universal ED28 Metal Halide 120208240277/480 Volt Ballast See photometrics on page 930. See lamp and electrical data on page 936. See pages 898-899 for KimNOW! Poles available in 14', 20' and 25' heights. Ordered separately from fixture. Accessories are field installed and include all required hardware and complete installation instructions. !•� ►{aI :cr:L• ►►Jt:V� 1:�� [-i.'i�l � r111 Refer to pages J-893 for Kim Lighting's Theory of Relativity Type II Type III tarnp Color : Fixtur Order Number: Small Housing 175MH Dark Bronze KN-SAR2-80DB KN-SAR3-80DB White KN-SAR2-80WH KN-SAR3-80WH Large Housing 250MH Dark Bronze KN-AR2-90DB KN-AR3-90DB White KN-AR2-90WH KN-AR3-90WH Large Housing 40OMH Dark Bronze KN-AR2-95DB KN-AR3-95DB White KN-AR2-95WH KN-AR3-95WH NOTE: KN-AR fixtures provided with multi -tap ballasts for 120, 208, 240, 277 and 480 Volt operation, factory pre -wired for 480 Volt connection. KN-SAR fixtures provided with multi -tap ballasts for 120, 208, 240 and 277 Volt operation, factory pre -wired for 277 Volt connection. Connections to other voltages completed in field by installer. Houseside Shield Kit Fixture Order Number KN-AR2 and KN-AR3 KN-ALHSK KN-SAR2 and KN-SAR3 KN-ASHSK HSK Kit Field installed stamped aluminum louvers that pass streetside light and block houseside light, and a blackened panel added to the reflector to reduce houseside reflections. NOTE: Recommended for use with clear lamps only. Effectiveness is reduced with coated lamps. Vertical Slipfitter Mounts Color Single Fixture Twin Fixture Dark Bronze White KN-VSF1A-DB KN-VSF1A-WH KN-VSF2B-DB KN-VSF2B-WH Slipfitter Allows fixtures to be mounted to poles having a 2' pipe -size tenon (23/8' O.D. x 4112" min. length). 4" round die-cast aluminum with flush cap, secured by four 3/8" stainless steel set point allen screws, finished to match fixture and arm. Wall Mounting Kits Color KWAR KN-SAR Dark Bronze White KN-WM1K-DB KN-WM1K-WH KN-WM2K-DB KN-WM2K-WH Photocell Control Kits Photocell Circuit Single or Twin Fixtures 120 Volt KN-PCK120 208 Volt KN-PCK208 240 Volt KN-PCK240 277 Volt KN-PCK277 480 Volt KN-PCK480 ' Photocell kit requires field drilling of pole for installation. One photocell will control a maximum of (2) fixtures. it, IGM LIGHTING KN-LTV10/20 KimNO 150 - 250W KN-L KWU Dimensions Dimensions KN-LTV10 / KN-LTV11 Models 150 Watt Metal Halide 250 Watt Halogen Medium Base Lamp 11 5/a" DIA. OPTICAL ADJUSTMENT Lens Ring: One-piece cast bronze, natural finish. Eight captive 5/,a" blackened stainless steel hex -socket cap screws. Lens: Clear tempered borosilicate glass, '/4" thick, flush with lens ring, slightly crowned. Lens Gasket: One-piece molded silicone, U-channel wraps completely around lens flange. Housing: High temperature, compression molded, fiberglass impregnated, 3/,a" min. wall composite. Charcoal gray. No top lip to trap dirt and moisture. Solid brass knurled inserts molded -in to,receive lens ring screws. Separate splice and ballast compartments, individual cast aluminum internal covers, with silicone gaskets. Two 3/4" NPT in bottom, 24 cu. in. splice area. Modular reverse draft design (top dia. smaller than bottom), body and ballast modules epoxy bonded. KN-LTV10 Optical System: SP and NF - Spot or Narrow Flood spun aluminum reflector, specular Alzak®, black Duranodic® arc tube glare shield on SIP only. PR - for PAR38 reflector lamps. All sockets 4KV medium base. All optical systems yoke mounted, 360° rotation, t15 vertical adjustment, locking screws, black anodized UV shield for housing interior. WW - one-piece hydroformed reflector, specular Alzak®, 360° rotation and screw locks, Wall Wash distribution. Medium base 4KV socket for MH lamps, mini -can socket for halogen lamps. Electrical Module: High power factor ballast, -207 starting, factory mounted and prewired to gasketed compartment cover, KN-LTV10 and KN-LTV22 only. Wiring: Anti -siphon barriers on all wiring to and from ballast compartment. All components wire linked for ground, quick -disconnect for removal of optical system. CAUTION: Fixtures must be grounded in accordance with national, state and/or local electrical codes. Failure to do so may result in serious personal injury. High temperature lenses can burn feet, hands or objects inadvertently placed on top of fixtures. Locate fixtures away from normal pedestrian traffic. It is recommended that all conduit entries be sealed with RTV silicone to maintain a clean, dry splice compartment. Listings and Ratings UL WL 1598 ==— I 25C Ambient IP68 Rated I CE I ISO 9001:2000 15*\V 15° 3/4 3 Yz" F13�Ya" � 2'/V I 16'/4" Ll I 123/4 DIA: 3 V (2) /4NPT UPLIGHT Dimensions KN-LTV22 Models 175 Watt Metal Halide Medium Base Lamp 11 5/8" DIA. 360°,::-� OPTICAL ADJUSTMENT 3 '/z" L 8 %a" 2 Ya" I 123/a" DIA. , (2) 3/4" NPT WALL WASH Path / Landscape Refer to pages bJ893 for Kim Lighting's Theory of Relativity Catalog Number: Fixtures provided with the following lamp: 150MH - 150W Clear Universal ED17 Metal Halide 120208240277 Volt Ballast 175MH - 175W Clear Universal ED17 Metal Halide 120/208240277 Volt Ballast 250PAR38 - 25OW Halogen PAR38 Flood 120 Volt See photometrics on page 934. See lamp and electrical data on page 936. Ordered separately from fixture. Accessories are field installed and include all required hardware and complete installation instructions. 150MH KN-LTV10SP-70 KN.LTV10NF-70 175MH KN-LTV22WW-80 250PAR38 KN-LTV11 PR-250 NOTE: All 150MH and 175MH fixtures provided with multi -tap ballasts for 120, 208, 240 and 277 Volt operation, factory pre -wired for 277 Volt connection. Connection to other voltages completed in field by installer. Order Number Lens ring for directional glare control toward the viewer. One-piece cast bronze, replaces standard lens ring. Includes glass lens gasket and mounting screws. Order Number Lens ring for lens protection in vandal prone areas. One-piece cast bronze, replaces standard lens ring. Includes glass lens gasket and mounting screws. CAUTION: On KN-LTV22 (WW optics), Rock Guard will cast severe shadows on the lighted surface with clear lamps. If Rock Guard is required, use coated lamps and estimate a 50% reduction in longitudinal light throw and intensity. 161 'DIA. l� I KN-GM10 (10781 KN-GM3 T For fixture support during concrete pour. Galvanized steel ring and rebar supports fixture when tied into paving rebar. 2" grout space provided for finishing up to fixture. NOTE: Trim Ring included with KN-GM10 and KN-GM30, for flush mounting of fixture in concrete pad or paving. Brass ring clamps to housing with stainless steel screw. May be used independently of Grout Mask. Order Number KN-GM10 For use with KN-LTV10 and KN-LTV11 only. KN-GM30 For use with KN-LTV22 only. /,e, IGM L.IGHTNG cox% KN-WD14/ 1�8 -40 M � KimNOW!®Wall Direc. _.fir® 175 - 400M Dimensions KN-WD14 Model W3 Watt Metal Halide Medium Base Lamp Reflector Housing: One-piece, die-cast low copper (<0.6% Cu) aluminum with int gral cooling fins. Rotates against ballast housing to provide 10' of adjustment wi degree markers cast into housing. At 0° adjustment, lens is totally concealed from vie above horizontal with fixture aimed downward. Ballast Housing: One-piece, die-cast low copper (<0.6% Cu) aluminum with'; integral cooling fins. Fastens to mounting plate with keyhole slots freeing both hands'` for securing and wiring. One stainless steel socket -head screw on each side of housing`' frees the reflector housing to rotate for aiming. Lens Frame: One-piece, die-cast low copper (<0.6% Cu) aluminum with integral hinges and stainless steel pins. Two stainless steel quarter -turn fasteners secure lens frame to reflector housing with sealing provided by a one-piece extruded and,,, vulcanized silicone gasket. Lens is clear flat 3/16" thick tempered glass sealed to lens' frame with a silicone gasket and retainer clips. For UP models, lens is mounted flush with frame for water run off, and is silicone sealed. Type III Reflector Module: Specular Alzak' optical segments are rigidly mounted to a die-cast aluminum module which attaches to the housing by a no -tool quick -disconnecting hinge and fastener.'For KN-WD14 models all sockets are porcelain medium base rated 4KV For KN-WD18 models all sockets are mogul base rated 4KV, and have pin -oriented sockets with molded silicone lamp stabilizers. All modules are factory prewired with a quick -disconnect plug for mating to the ballast. Wall Grazer Reflector Module (KN-WD14 only): Specular Alzak® optical segment is rigidly formed into a self-contained module which attaches to the housing by a no -tool quick -disconnecting hinge and fastener. Black anodized louver vanes run parallel to the lamp arc for controlling the hot spot directly behind the fixture, and spill light into the atmosphere. All sockets are porcelain medium base rated 4KV. Electrical Components: High power factor ballasts are rigidly mounted inside the housing and are factory prewired with a quick -disconnect plug for mating to the socket. Starting temperatures are -20°F. Mounting Plate: For KN-WD14 models, mounting plate attaches directly to any standard 4" Junction Box. For KN-WD18 models, standard mounting plate is attached to wall (by others) outside the Junction Box perimeter. All mounting plates are die- cast aluminum. Two studs are provided in each plate with flange nuts to allow fixture mounting by keyhole slots. For rough or uneven surfaces, sealant must be applied (by others) between mounting plate and mounting surface to insure a dry Junction Box. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a Titanated Zirconium conversion coating; 2500 hour salt spray test endurance rating. CAUTION: Fixtures must be grounded in accordance with national, state and/or local codes. Failure to do so may result in serious personal injury. Listings and Ratings UL cUL 1598 — 25C Ambient IP66 Rated CE ISO 9001:2000 43/4" DiA. Bolt Circle 6 3/4 r 0 5 �/ 3 Yz" DIA. Bolt Circle Mounting Plate attaches directly to any standard 4" J-box. 73/8" r To J-box center T_ r7 63/s 8%8" 41 _L_ —1 Maximum Fixture Weight = 26 Ibs KN-WD18 Model 250 or 400 Watt Metal Halide Mogul Base Lamp Mounting Plate must be securely attached to wall outside the J-box perimeter. To J-box center 8 �/4 113 /4� 61/8" Maximum Fixture Weight (400MH) = 43 Ibs %w IGM LIGHTMG Refer to pages _,2-893 for Kim Lighting's Theory of Relativity )Catalog Number: Fixtures provided with the following lamp: 175MH - 175W Clear Universal ED17 Metal Halide 120208/240277 Volt Ballast 250MH - 250W Clear Universal ED28 Metal Halide 120208240277/480 Volt Ballast 400MH - 400W Clear Universal ED28 Metal Halide 120208/240277/480 Volt Ballast See lamp and electrical data on page 936. Ordered separately from fixture. Gs�`mn Coior 14" Housing Dark Bronze KN-WD14D3-80DB KN-WD14UG-80DB 100MH White KN-WD14D3-80WH KN-WD14UG-80WH 18" Housing Dark Bronze KN-WD18D3-90DB 250MH White KN-WD18D3-90WH 18" Housing Dark Bronze KN-WD18D3-95DB 40OMH White KN-WD18D3-95WH NOTE: KN-WD18 fixtures provided with multi -tap ballasts for 120, 208, 240, 277 and 480 Volt operation, factory pre -wired for 480 Volt connection. KN-WD14 fixtures provided with multi -tap ballasts for 120, 208, 240 and 277 Volt operation, factory pre -wired for 277 Volt connection. Connections to other voltages completed in field by installer. Surface Conduit Mount For 14" Fixtures Accessories are field installed � " and include all required 7'/,s Dark Bronze KN-SCM14D-DB KN-SCMI4U-DB hardware and complete r 13/4 White KN-SCM14D-WH KN-SCMI4U-WH installation instructions. 8 131le 2 13/16" V___ One-piece cast aluminum junction box and fixture mount with two integral studs, provided with flange nuts to allow fixture mounting by keyhole slots. One 3/4" conduit tap in each side and bottom only. NOTE: Must be securely mounted to wall surface. Finished to match fixture. Surface Conduit Mount For 18" Fixtures KN-SCM18D-DB KN-SCM18D-WH One-piece cast aluminum junction box and fixture mount with two integral studs, provided with flange nuts to allow fixture mounting by keyhole slots. One 3/4" conduit tap in each side and top and bottom only. NOTE: Must be securely mounted to wall surface. Finished to match fixture. W, *11 IGM LIGHTNG KimNOW! @I% /RB1 BOLLARr) Concealed Access Added security against vandalism is provided by concealed access screws. A standard allen wrench loosens screws, allowing access for lamp replacement by twist -lock removal of the top cap. Complete removal of screws is not required. Air Cooling Natural air currents provide flow -through ventilation, cooling the exterior metal surfaces and interior optical compartment, thereby minimizing excessive heat build-up. Vandal Resistant Construction Luminaire components are heavy -wall aluminum castings. The louver module is a one-piece casting which provides greater strength than individually stacked louvers. 650 Louver Angle Compact glass lamp enclosure allows deep horizontal louvers with a high angle for greater light throw. Close vertical spacing eliminates direct viewing of the light source above horizontal, ensuring glare -free, efficient illumination. The louver also produces total source cutoff above 90°. The high -angle light throw provides excellent light uniformity and wide fixture spacing. AAkL ISM UGHTM Internally fluted, tempered and gasketed glass lamp enclosure. Refer to pages 892-893 for Kim Lighting's Theory of Relativity Shadowless Lighting Internal flutes in the glass lamp enclosure eliminate shadows by refracting light around structural supports and vertical louvers. e City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 August 28, 1992 Patrick O'Brien P.O. Box 2184 South Burlington, Vermont 05403 Re: Outside Storage, 60 Kimball Avenue Dear Mr. O'Brien: ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the Findings of Fact and Decision on the above referenced project. If you have any questions, please give me a call. i cere y, J Weith, C y Planner 1 Encl JW/mcp PLANNER 658-7955 11 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 August 13, 1992 Patrick O'Brien P.O. Box 2184 South Burlington, Vermont 05403 Re: Outside Storage, 60 Kimball Avenue Dear Mr. O'Brien: ZONING ADMINISTRATOR 658-7958 Enclosed please find a copy of the May 26, 1992 Planing Commission meeting minutes. If you have any questions, please give me a call. S ncr I w oe Weith, ity Planner 1 Encl JW/mcp PLANNING COMMISSION 26 May 1992 page 6 1. The applicant shall obtain a zoning/bui1ding_ permit, if necessar , within 6 months or this sipproval is null and void. Mr. Craig seconded and the motion passed unanimously. 5. Site Plan application of Patrick O'Brien for a contractor yard/outside storage use, 60 Kimball Avenue: Mr. O'Brien showed the area where approximately 100 pallets (4' x 41) will be placed. Ingress will be from one of the existing curb cuts and ingress/egress from the other. Two cuts are needed so trucks won't have to turn around. Most deliveries will be on Saturday and Sunday. The main business day is Saturday. There will be no one resident on this lot. Customers will call Mr. O'Brien at home and he will go to the lot to meet them. No transactions will take place on the lot; it is just a place to store their fieldstone. The company sells mainly to contractors, masons, homeowners. The front yard will be grassed. They propose a stone fence for security and buffering. The ingress/egress will be barred when not being used, probably by a metal gate. Mr. Weith said he spoke with Mr. Audette about boulders in the right of way. These need to be at least 10 ft. from the sidewalk because the area is mowed by the city. Mr. Craig asked why this is a temporary use. Mr. O'Brien said they will probably be booted out when there is a permanent use for the land. He also wasn't sure the business would be success- ful. Mr. O'Brien asked if they can come back in 2 to 3 years to be reviewed for the sidewalk and other landscaping. Members agreed to 3 years. Mr. Austin moved the Commission a rove the site_plan a -!__p,p.lication of Patrick O'Brien for a contractor's and/outside storage -use -at 60 Kimball Avenue, as de icted on a plan entitled "Business Park North, Daniel J. O'Brien - Lot 3" re pa b Civil En ineerin Associates, Inc, and stamped received on A ril 28, 1992, with the following stipulations: 1. Prior to use of pEo2erty.,the lan shall be revised to show boulders alon fronta e moved back to at least 10 feet from the existing sidewalk. 2. In the event the sidewalk is cracked or otherwise damaged due to vehicles accessing the site, the a licant shall replace the PLANNING COMMISSION 26 May 1992 page 7 damaged sidewalk with a new sidewalk of a least 8 inches thick. 3. Within thre(years, the applicant shall submit a landscaping lan whichrovides foradequate uate screenin of the stora e yand from public view. The plan shall be submitted to the City Planner for approval. 4. Within thre ears, the applicant shall contribute $5,280 to the City's sidewalk fund as agreed to in the letter addressed to William Bur ess, dated June 25, 1990, and signed j?-y the owners of the ro ert , Daniel and Leo O'Brien, and Osgood -Hart Properties. The amount of contribution is based on a fronta e of 352 feet at $15. per foot of frontage. Mrs. Maher seconded the motion which then aased unanimous) . As there was no further business to come before the Commission, the meeting adjourned at 10:40 pm. lerk CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) OWNER OF RECORD (name, address, phone #) _ r -(1 A--- I�G�n/ 2) APPLICANT ( name, address, phone # ) ��iL IC O you C-1 3) CONTACT PERSON (name, address, phone #) 50, 4) PROJECT STREET ADDRESS: 5) LOT NUMBER (if applicable) if L 6) PROPOSED USE(S) D�J-� S ►C} e S �p fc�c� CO C �� -_-- 4.., -- 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor) _f1/%. 8) NUMBER OF EMPLOYEES 9) LOT COVERAGE: building %; landscaped areas, -% building, parking, outside storage/, % 10) COST ESTIMATES: Buildings $ - , Landscaping $ _ Other Site Improvements (please list with cost) $ - 11) ESTIMATED PROJECT COMPLETION DATE: 61 v Aapnpy4 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) a Pk- �c Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon ; 12-1p.m. 1-2 p.m. 2-3 p.m. 3-4 p.m. 4-5 p.m. ; 5-6 p.m. 1 6-7 p.m. 13) PEAK HOURS OF OPERATION: l- % P-TAA y � 14) PEAK DAYS OF OPERATIO �. 1 DATE OF,SUBMISSION DATE OF HEARING SIGNATURE OF APPLICANT PLEASE SUBMIT FIVE COPIES AND ONE REDUCED COPY (11 X 17) OF THE SITE PLAN WITH THE FOLLOWING INFORMATION: Lot drawn to scale (20 foot scale if possible.) Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping. Existing and proposed curb cuts, pavement, walkways. Proposed landscaping plan (ntimber, variety and size) equal to of greater than the required amount in the Zoning Regulations. Number and location of Parking Spaces: (9' x 18') with 22 or 24 foot aisles as required. Number and location of compact car spaces. (This requires sepa- rate Planning Commission approval). Number and location of handicapped spaces as required. (13 feet by 20 feet in size, one per every fifty spaces). Location of septic tanks (if applicable). Location of any easements. Lot coverage information: Building footprint, building, parking and outside storage, and landscaped areas. Location of site (Street # and lot U . North arrow Name of person or firm preparing site plan and date. N COPY 5/26/92 JW MOTION OF APPROVAL I move the Planning Commission approve the site plan application of Patrick O'Brien for a contractor's yard/outside storage use at 60 Kimball Avenue, as depicted on a plan entitled "Business Park North, Daniel J. O'Brien - Lot 3" prepared by Civil Engineering Associates, Inc. and stamped received on April 28, 1992, with the following stipulations: 1. Prior to use of property, the plan shall be revised to show boulders along frontage moved back to at least 10 feet from the existing sidewalk. 2. In the event the sidewalk is cracked or otherwise damaged due to vehicles accessing the site, the applicant shall replace the damaged sidewalk with a new sidewalk of at least 8 inches thick. 3. Within years, the applicant shall submit a landscaping plan which provides for adequate screening of the storage yard from public view. The plan shall be submitted to the City Planner for approval. 4. Within years, the applicant shall contribute $5,280 to the City's sidewalk fund as agreed to in the letter addressed to William Burgess, dated June 25, 1990, and signed by the owners of the property, Daniel and Leo O'Brien, and Osgood - Hart Properties. The amount of contribution is based on a frontage of 352 feet at $15 per foot of frontage. 2 Memorandum - Planning May 26, 1992 agenda items May 22, 1992 Page 10 Landscaping: The landscaping requirement for this project is $240 which will be met. A cedar hedge is proposed along the westerly boundary. Parking: This project requires a total of 21 parking spaces and the plan shows a total of 23 spaces including one (1) handicapped space. This parking lot is substandard in size but it was approved this way by the Planning Commission on 12/15/87. Traffic: This property is in Traffic Overlay Zone 1 which limits this property to 6.6 vehicle trip ends (vte's) during the P.M. peak hour. The current trip generation is estimated to be 14.1 vte's. ITE does not provide a trip rate for auto repair only. Staff does not see a problem with proposed uses since auto repair trips will use connecting drive and not Swift Street. Traffic generation for the vacant space will be evaluated at the time it is reviewed by the Planning Commission. Lighting: All exterior lighting is existing. It consists of four (4) 75 watt incandescent lights and one (1) mercury vapor light, all attached to the building. Other: --- this use will share the dumpster on the adjacent Bourne's Service Center property. 7) PATRICK O'BRIEN - OUTSIDE STORAGE - 60 KIMBALL AVENUE This project consists of the use of an undeveloped lot for outside storage and contractor's yard on a temporary basis. The Zoning Board of Adjustment granted a conditional use permit for this use on April 27, 1992. This property located at 60 Kimball Avenue (lot #3) is within the Mixed Industrial and Commercial District. It is bounded on the west by a vacant lot, on the north by the rear portion of the former Mayo's Subaru property (now vacant), on the east by the INS building, and on the south by Kimball Avenue. S Memorandum - Planning May 26, 1992 agenda items May 22, 1992 Page 11 Access/circulation: Applicant is proposing to use two (2) existing curb cuts on Kimball Avenue. Section 19.103(a) of the zoning atotoo that -khoro ohal.l bo ,only ono (1) driveway per lot unless specifically approved by the Planning Commission. The westerly curb cut is proposed for ingress only and the easterly curb cut is proposed for both ingress and egress. Staff recommends 2 curb cuts since it will serve trucks and also traffic will be minimal. Coverage/setbacks: Building coverage does not apply since there are no buildings. Overall coverage is 23% (maximum allowed is 70%) . Setback requirements do not apply since there are no buildings. Parking: This project requires a total of two (2) parking spaces and the plan shows five (5) spaces. Landscaping: There is no minimum landscaping requirement for this project. The Planning Commission may want to require some landscaping for screening purposes depending on how temporary ',`' this use will be. Staff recommends that a condition be attached which requires applicant to submit landscape plan and install landscaping if use remains 2 years or longer. Sidewalk: The current owner's of this property, Dan and Leo O'Brien, entered into an agreement on 6/25/90 which required that the developers of this lot pay into the City's sidewalk fund at �,(z the rate of $15 per foot for the length of the lot's frontage on Kimball Avenue. Again, as with the landscaping issue, if this is only a temporary use, it may not be appropriate to require the sidewalk payment at this time. The fee should be paid when a more permanent structure is erected. A similar condition as that suggested for landscaping could be applied to the sidewalk fee issue. Other: --- No exterior lighting proposed. --- the applicant is proposing a row of boulders along the front of the property within the City r.o.w. Staff will contact,.5 Sonny Audette to see if this is acceptable, otherwise they will have to be relocated onto the applicant's property. 11 c n( i° 101 A I.N.S. Partnership O'Brien Brothers Osgood - Hart Properties 1855 Williston Road So. Burlington, Vermont 05403 802/658-5000 June 25, 1990 Mr. William Burgess, Chairman So. Burlington Planning Commission 575 Dorset Street So. Burlington, VT 05403 Re: Sidewalk Agreement, I.N.S. Building Site Plan Application, Kimball Ave./Business Park North Dear Mr. Burgess: Based on recent discussions among Mssrs. Weith, Symanski and Audette and ourselves, it is agreed that the developers and owners of the affected lots along Kimball Avenue will contribute to the sidewalk fund in consideration of the City building said sidewalk. More particularly, it is agreed among the parties set forth below that the following should be incorporated in the I.N.S. Site Plan Approval: 1. That the I.N.S. Partnership will pay into the City's sidewalk fund the sum of $13,800 which includes the total frontage of Lots 1 and 2 of Business Park North -920 feet at $15 per foot. The payment is due on or before March 1, 1991. 2. That Osgood - Hart Properties will pay into the City's sidewalk fund the sum of $3,570 which includes the frontage of Lot 11 of Business Park North - 238 feet at $15 per foot. The payment is due on or before March 1, 1991. 3. That the developers of Lots 3 and 4 of Business Park North will pay into the City's sidewalk fund at the rate of $15 per foot for the length of each lot's frontage (a total of 735 feet or $11,025) on Kimball Avenue, which payment(s) will be made no later than the issuance of certificate(s) of occupancy. 4. That the City of So. Burlington will construct, to City specifications, at its expense, a sidewalk along Kimball Avenue from the end of the sidewalk on Lot 5 in front of Lots 11, 4 and 3 through the northerly entrance of the Sidewalk Agreement - I.N.S. Project June 25, 1990 Page 2 I.N.S. project on Lot 2 of Business Park North. Construction of the sidewalk is to be completed within 30 days of occupancy of the I.N.S. building, said occupancy anticipated to be July, 1991. 5. That the foregoing events are conditioned on the I.N.S. Partnership obtaining all governmental approvals necessary for construction of the project and the project being constructed. We agree to that which is contained herein. I.N.S. Partnership By • Partner Osgood - Hart Properties By: Partner O'Brien Brothers By: �..� Partner PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 May 22, 1992 Patrick O'Brien P.O. Box 2184 South Burlington, Vermont 05403 Re: Outside Storage, 60 Kimball Avenue Dear Mr. O'Brien: ZONING ADMINISTRATOR 658-7958 Enclosed is the agenda for next Tuesday's Planning Commission meetings and comments from City Engineer Bill Szymanski, Fire Chief Jim Goddette and myself. Please be sure someone is present on Tuesday, May 26, 1992 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. i ere , oe Weith, City Planner Encls JW/mcp r M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Engineer Re: May 26, 1992 Preliminary Comments Date: May 12, 1992 BUSINESS PARK NORTH - LOT #3 KIMBALL AVENUE 1. Existing curb cuts not to be used shall be closed by removing the existing depressed curb and constructing a regular curb. 2. Existing sidewalk thickness at proposed driveways shall be 8 inches. VERMONT GAS SYSTEMS GARAGE 31 SWIFT STREET Site Plan dated April 22, 1992 is acceptable. PERRY`S FISH HOUSE SHELBURNE ROAD - BALDWIN AVENUE 1. The planter at the corner of Baldwin Avenue is almost entirely within Shelburne Road r.o.w. The radius of the curb at this corner is planned to be increased to accommodate school busses. The owner Should anticipate moving this planter when this work is done. NOWLAND PROPERTY, SPEAR STREET 1. The area should be sewered to the Bartlett Bay sewage treatment plant by a gravity line. Any temporary hookup to the Airport Parkway plant should be maintained by the developer or an association of home owners including the pumping station. If this is done it will require the upgrading of the Swift Estates pumping station to accommodate the increased flow. It may also require a larger force from that station. When the Bartlett Bay plant is increased in capacity the work required to connect. this development to the plant should be the responsibility of the developer. This may require the upgrading of �§vutb rurlingtun +Fire Department f 575 +4. arset street 1 F< Knuth 4-13urlingtan. 13ermnnt 1154113 (802) 658-7960 TO: FROM: RE: 1. 2. 3. 5. SO. BURLINGTON PLANNING COMMISSION CHIEF GODDETTE MAY 26,1992 AGENDA ITEMS GARY BOURNE OLD VERMONT GAS BUILDING SWIFT STREET THE PLAN WAS REVIEWED BY THIS DEPARTMENT AND AT THIS TIME THE ONLY PROBLEM I SEE IS BECAUSE OF MIX USE AND ONE BEING A REPAIR GARAGE THE PLANS BY STATE LAW IS REQUIRED TO BE REVIEWED BY THE STATE DEPARTMENT OF LABOR AND INDUSTRY TO MAKE SURE IT MEETS FIRE SAFETY LAWS. NOWLAND PROPERTY II SPEAR STREET PROJSCT #89098 AT THIS TIME I DO NOT SEE A PROBLEM WITH THE PROJECT LAY OUT BUT BEFORE FINAL APPROVAL BY THE PLANNING COMMISSION I WILL NEED MORE INFORMATION AND WATER SYSTEM AND FIRE FLOW AS WELL AS HYDRANT LOCATIONS. SOUTHEAST SUMMIT PROJECT DORSET STREET PLANS WERE REVIEWED AND AT THIS TIME THE FOLLOWING MUST IS NEEDED: A. THERE SHOULD BE AT LEAST TWO WAYS IN TO THE PROJECT DUE TO THE SIZ) B. MORE INFORMATION ON WATER SYSTEM AND FIRE FLOWS AS WELL AS HYDRANT LOCATIONS. BUSINESS PARK NORTH LOT #3 DAN O'BRIEN PROPERTY KIMBALL AVE. PLAN REVIEWED AND AT THIS TIME I DO NOT SEE A PROBLEM FOR OUR DEPARTMENT FOR WHAT IS IS TO USED FOR AS A STORAGE AREA. 6. PERRYS PROPERTY SHELBURNE ROAD. PROJECT # 834 FARMER'S MARKET PLAN REVIEWED AND I DO NOT SEE A PROBLEM FOR OUR DEPARTMENT. No Text Section 17.50 of the zoning regulations allows the Planning Commission to approve peak hour volumes above the normal standard if the Commission determines that other improvements will produce a net benefit for traffic flow in the vicinity. It is the Commission's determination that the Dorset Street project will greatly improve traffic safety to and from this site and therefore approves the additional peak hour vte's generated by this project. NBNQRAUDUM To: Project Files 0 From: Raymond J. Belair, Zoning and Planning Assistant Re: Preliminary Comments - May 26, 1992 agenda items Date: May 12, 1992 O'BRIEN - OUTSIDE_ STORAGE .-._.50 KIMBALL AVENUE --- two driveways are proposed. Section 19.103(a) of the zoning regulations states that there shall be only one (1) driveway per lot unless specifically approved by the Planning Commission. --- will there be any security lights on -site? If so, provide details. --- plan should show widtsh of access driveways. --- applicant should be aware that a sidewalk agreement dated 6/25/90 required that the developers of this lot pay into the City' �; sidewalk fund at the rate of $15 per toot for th!.- length of the lot's frontage on Kimball Avenue. Depending on how permane:,t this use is, this payment may be required at this time. --- depending on how permanent this use is, applicant may be requii::ed toprovdie landscaping for screeing purposes. Applicant should commit to a certain time limit for this use. SOUTHEAST SJUMMIT - PRD - DORSET STREET - - - _i..ce t:-:e zoning in this area is currently being revised, t.hi pr.oaectwill be evaluated for conformance with the current. Agricultural & Rural Residu,it.ial standards and the propose^ Southeast Quadrant. District standards. --- the PRD provision in tle proposed SEQ zoning may allow this property to generate 222 units (base density) plus 25% or 275 units maxim,-mi. The maximum number of units allowed is based on the developable area as shown on the SEQ zoning mar) multiplied by 4. Applicant should revise plans to show limits of developmetn designated areas and indicate the number of acres within this area. 1 M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Engineer Re: May 26, 1992 Preliminary Comments Date: May 12, 1992 BUSINESS PARK NORTH - 1L01' #3 KIMBALL AVENUE 1. Existing curb cuts not to be used shall be closed by removing the existing depressed curb and constructing a regular curb. 2. Existing sidewalk thickness at proposed driveways shall be 8 inches. VERMONT GAS SYSTEMS GARAGE 31 SWIFT STREET Site Plan dated April 22, 1992 is acceptable. PERRY'S FISH. HOUSE, SHELBURNE ROAD - BALDWIN_AVFNCIE 1. The planter at the corner of Baldwin Avenue is almost. entirely within Shelburne Road r.o.w. The radius of the curb at this corner is planned to be increased to accommodate school busses. The owner shoula anticipate moving this planter when this work is done. NOWLAND PROPERTY. SPEAR :STREET 1. The area should be sewered to the Bartlett Bay sewage treatment plant by a gravity line. Any temporary hookup to the Airport Parkway pl.,-int. should lie maintained by the developer or an association of home owners including the pumping station. If this .is done it will require the upgrading of the Swift E'states pumping station to accommodate the increased flow. It may also require a larger force from that station. When the Bartlett Bay plant is increased in capacity the work required to connect this development to the plant should be the responsibility of the developer. This may require the upgrading of TO: FROM: RE: 1. 2. 3. 5. ,3,nutb Burlington Nire Department 575 +�nrnet street §§uuth Nurlingtnn. Uermunt 05403 '(802) 658-7960 SO. BURLINGTON PLANNING COMMISSION CHIEF GODDETTE MAY 26,1992 AGENDA ITEMS GARY BOURNE OLD VERMONT GAS BUILDING SWIFT STREET - THE PLAN WAS REVIEWED BY THIS DEPARTMENT AND AT THIS TIME THE ONLY PROBLEM I SEE IS BECAUSE OF MIX USE AND ONE BEING A REPAIR GARAGE THE PLANS BY STATE LAW IS REQUIRED TO BE REVIEWED BY THE STATE DEPARTMENT OF LABOR AND INDUSTRY TO MAKE SURE IT MEETS FIRE SAFETY LAWS. NOWLAND PROPERTY II SPEAR STREET PROJSCT #89098 AT THIS TIME I DO NOT SEE A PROBLEM WITH THE PROJECT LAY OUT BUT BEFORE FINAL APPROVAL BY THE PLANNING COMMISSION I WILL NEED MORE INFORMATION AND WATER SYSTEM AND FIRE FLOW AS WELL AS HYDRANT LOCATIONS. SOUTHEAST SUMMIT PROJECT DORSET STREET PLANS WERE REVIEWED AND AT THIS TIME THE FOLLOWING MUST IS NEEDED: A. THERE SHOULD BE AT LEAST TWO WAYS IN TO THE PROJECT DUE TO THE SIZ) B. MORE INFORMATION ON WATER SYSTEM AND FIRE FLOWS AS WELL AS HYDRANT LOCATIONS. BUSINESS PARK NORTH LOT #3 DAN O'BRIEN PROPERTY KIMBALL AVE. PLAN REVIEWED AND AT THIS TIME I DO NOT SEE A PROBLEM FOR OUR DEPARTMENT FOR WHAT IS IS TO USED FOR AS A STORAGE AREA. 6. PERRYS PROPERTY SHELBURNE ROAD. PROJECT # 834 FARMER'S MARKET PLANNER 6507955 Patrick O'Brien P.O. Box 2184 `youth Burlington, City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 Vermapt 05403 May 14, 1992 Re: Outside Storage, _�,O Kimball Avenue Dear Mr. O'Brien: ZONING ADMINISTRATOR 6547958 Enclosed please find some preliminary cairn;E:l. +b on the above referenced application from City Engineer Bill Szymanski, Fire. Chief Jim Goddette and myself. Please onbmit additional information requested and/or revised plans no later than Tuesday, May 19, 1992. if you have any questions, please give me a cal. Sincerely, Rhnond J. Belair, Zoning and Planning Assistant Encls RJB/mcp bANIEL8i LEO O'BRIEN �zaz,-Z� 41' LOT 3 Area = 2.34 acres T:- Cons ion Zone - - - .1 . N 5�53 �'"a82 g2 �v , %� m LEGAL NOTICE LEGAL _ LL NOTICES CES LEGAL NOTICES sub section 19.()03 LEGAL NOTICES requirements, to service station annex re uses, approxi- extension of the South Regulations and Chapter setback cared at 1475 Shelburne of s uare feet) Burlington Regulations. air 1400 q Request is for permission WTitle 24• V.S.A. the South Burlington Zoning I Iecolocated Road. al of Step hen in conjunction with a salon and interior to construct a one be - beauty at 31 room efticiency5 apartment Board of Adjustment wi hold a public heanng at M2 Appe Whittesey anddecisionKiley containing 3 Swift Street. feet in conjunction with an the South Burlington Mu- Offices, Confer- appealing a the Administrative Officer a use set- existing residential unit N4 Patrick O'Brien sSeeCion anda dental office, nicipal ence Room• 575 Dorset pertaining to within the Central approval from lot Containing 33 541 located at Street, South Burlington, on Monday, April on forth District 11 oftheS ut square teat 13.20 Conditional uses 1633 Williston Road. section 13.220 Out Vermont 27 1992 at .M. to following: Burlington permission , forVermont billiard p sub side storage and 13. the Richard Ward Yard of consider the William and to operate a and retail p ro-shop from Contractor ula South Burlington Reg Zoning Administrative is for per- Officer Appeal of #1 Appe rien seekin Timothy O B g from Section an existing non conform - located at ing structure, 13 uest tions. ReQto operate a mission 11, 1992 variance a variance Non -complying Dorset Street. storage and distribution April Adirondack 19.0o structures, sub section 19.002 alterations and ex- tS Appeal of Gary Bourne seeking approval Mul- facility of fieldstone on a lot con 2.34 acres located Pensions of the South Regulations. from Section 19.65 tiple uses sub section (A) taining at jot 43, Kimball Avenue. Burlington Request is for permission BURLINGTON a 32'x60 ad conditional uses of the Burlington Reg M5 John L. Wolff seeking from Setion SOUTH to construct ZONING NOTICE dition to an existing strut South Lions. Request is for per- a a "aria ce 19.00 Non conforming ture which is non- mission to operate continued Next Column Continued Next Column IIn accordance with the Complying to the minimum South Burlington Zoning Next Column Continued Continued Next column 1 City of South Burlington ` Application to Board of Adjustment Date '�%a1 Applicant A h""' Owner, leasee, agent I APPLICATION # HEARING DAT FILING DATE FEE AMOUNT Address _13ox So t6mi . Telephone # 65 �_ SQDD Landowner �'i�/XCr' /�j(,� / 1T �Address /fox .�ISP So,/3in/, Location and description of property Iof 0'3 Ji'r--)6o /� Aye--ve Type of application check one ( ) appeal from decision of Administrative Officer( )( )request for a conditional use ( ) request for a variance. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month (second and fourth Mondays). That a legal advertisement must appeal a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Provisions of zoning ordinance in question Reason for appeal The owner or applicant should submit along with this application (8 copies) plans, elevations, landscaping diagrams (drawn to scale) traffic data and any other additional information which will serve as support evidence to the Board. Hearing Date Signature of Appellant ---------------- Do not write below this line ---------------------------------------------------------- SOUTH BURLINGTON ZONING NOTICE In accordance with the South Burlington Zoning Regulations and Chapter 117, Title 24, V.S.A. the South Burlington Zoning Board of Adjustment will hold a public hearing at the South Burlington Municipal Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on Y Month and Date Appeal of Day of Week at to consider the following: Time i seeking It from SectionIi�• of the South Burlington Regulations. Request is for permission to 2 Z /3 - z z s , 0C... 6-1 -VY�W,,o 4��— 414� ace u.- lZ A-e.-te e, t I vztxvirtr �I:1 4l Voyay 2V t8[uLStr 1 549, f f .,r flkNk -- rf.l / • 3L5J a _ � PDTAhFI bfv'Y,1: T-- , . ' �� \ TbPrF RrtNK i / y .. - ,�9.3 � I Mee r t. U _ ?--- / •c Exr sf�+p, , i /, b uJf \ I 9 T47 C E —v Ok 0 i ;' ''�+tiy ,� ��" \ APR 2 3 1992 �� City of So. Burlington j� _PAR KING � rive W Ay Lei J- D %RAFFZG_1P y—rs TS—IDEURLK r± i v d, a / I2AW C-1 / CW d,'kd \y DM bbn � by SHM . d y _ / �/ O*cked w _ i� I"= �' aVGIr�ERrJG as WaAAW.VE.rEr+� ... Gv�L j o {� Aplxovsa by aq.a No. ' :4f