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BATCH - Supplemental - 1785 1795 Shelburne Road
ray From: Chris Galipeau <cgalipeau@cea-vt.com> Sent: Tuesday, August 16, 2016 3:18 PM To: ray Subject: RE: 1175 Shelburne Road & 68 Nesti Drive Site Plan Applications Hi Ray — I was able to meet with Doug and he has asked that I withdraw the applications for now and then we can re- submit once they finalize the alignment. Should I have Amy stop by to pick the applications up? Let me know what works best for you. Thanks Chris Christopher Galipeau Staff Engineer Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, Vermont 05403 Phone: 802-864-2323 x307 Fax: 802-864-1271 e-mail: c¢alipeau@cea-vt.com From: ray [mailto:ray@sburl.com] Sent: Thursday, August 04, 2016 8:56 AM To: cgalipeau@cea-vt.com Subject: 1175 Shelburne Road & 68 Nesti Drive Site Plan Applications Chris, The two (2) site plan applications you submitted back in March for the above referenced properties are still incomplete waiting for compliance with the comments from Dave Wheeler. Please either submit the revised plans or withdraw these applications. If you withdraw them, the fees will be returned. If they are not withdrawn, we will have to deny them and the fees will be lost and reapproval will be required. Let me know what you would like to do. Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. !f you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. ray From: Dave Wheeler Sent: Friday, March 25, 2016 3:19 PM To: ray Subject: RE: 1795 Shelburne Road & 68 Nesti Drive Plans Ray, I have reviewed the 1795 Shelburne Road & 68 Nesti Drive Plans developed by Civil Engineering Associates, dated 3/23/2016, as a single project and provided the following comments: Comments that apply to both projects are indicated in blue, comments that only apply to the "68 Nesti Drive" plans are indicated in black. 1. The proposed project is located in the Bartlett Brook watershed. This watershed is listed as stormwater impaired by the State of Vermont Department of Environmental Conservation (DEC). 2. The proposed project includes the construction of 5,400 sf of impervious surface. 3. As the project proposes to disturb greater than 1 acre of area, the applicant will be required to obtain a construction stormwater permit. 4. As the site includes more than 0.5 acres of impervious surface, the applicant will need to meet the requirements of 12.03 of the City's Land Development Regulations for the proposed additional impervious surface. 5. Please clearly indicate maintenance access to all proposed stormwater treatment practices. 6. In the draft requirements of the 2016 Vermont Stormwater Management Manual, the State is moving away from grass channels as a viable treatment practice. Has the site been evaluated for the feasibility of an infiltration practices? 7. The applicant should provide a drainage area map for the proposed stormwater treatment practices and any hydraulic modeling that is available. 8. Sheet C2.0: It is unclear what is proposed for the existing 15" CMP that crosses the location where NEW DMH #1 is located, as NEW DMH #1 only indicates one Invert In. Is this line to be abandoned or tied in? 9. Sheet C4.2: Bring frame to finish grade with grade rings, rather than brick courses. Pipe connections to be cast in place boot sleeves, not grouted connections. 10. Is the culvert located under the proposed access road sized to adequately convey discharge from the respective upstream drainage area during the 25 year storm event? 11. Submit a wetland delineation report. a. Section 12.02(E)(2) of the City's Land Development Regulations indicates that encroachment into Class II wetlands is permitted by the City only in conjunction with issuance of a CUD by the Vermont DEC. Regards, Dave � David v ''heeler Amstant Stormirater Superintendent pater e nt z, `?t;b:5,k.rks 4L;o,� City off South BurImp-ton Notice - Under Vennont's Public Records Act, all e-mail. e-mail attachments as well as paper copies of doemments received or prepared for use in matters concerning City business, concerning a Citv official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless odiciwise made confidential by law. If you have received this message in error, please notify its immediately by return email. Thank you for your cooperation. From: ray Sent: Thursday, March 24, 2016 9:38 AM To: Dave Wheeler <dwheeler@sburl.com> Subject: 1795 Shelburne Road & 68 Nesti Drive Plans Dave, I am sending you two (2) site plans, one for 1795 Shelburne Road and one for 68 Nesti Drive. A new driveway is proposed to connect the 2 properties which includes extensive stormwater infrastructure. These applications will be reviewed by me administratively so please send me your comments. Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainabilitV.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. SITE ENGINEER: 'AG —ST— _ — I i —ST— ®— —ST—�� / r Ill 1 ) SM EASEMENT NOTE 2_ RRj SPK FND 0.2' BG T FLUSH -CONCRETE RETAINING WALL �sT_ _ _ —ST— i I g��i lop \ � OVIL ENGINEERING ASSOCIAN& INC CATAm6 T/MIDDLEWAY, LLC / '_10 „� `°� ;, ",T� � - / \ corruaee Au // I � / 4°CM MJW c�c® I��,I�.. // / BRKN PBS / SO4.54'54" 50.37' \ DRAINAGE SWALE / / EASEMENT / � t•1� P7 1 3jst"IRS — 1.2'AG S0�54�W�1 92.41 TIN �IM 001 � � CAPTAMOUNTk II IISOH ByRLINGTaN, I I� "jj C r 01 ;EXISTING I I MhI� /BUILDING I 1 t% �! /� VEMENI� EXTENDEf J& / POPERT1�Ulf (AN¢F/LL / a"cMF_ / / PLACED CAITAMOUNTk 1 SAV / / 1 OWNER: AfIDDLEBURY LLC PROPERTY / R FUTI REAFCESS� 1 CATAMOUNT/ — STATE of SOUTH 'v —\� -- i ,�a4. 5� - ' VERMONT BURLINGTON y r 49.13 3 /4IPFi / 1 LLC _ / 1 / / 210 COLLEGE STREET _ AOFWAIOM/—, / BURLINGTON j �g1J4 OUNT/SOUTH VERMONT U1�i4�GTON LLC / I I I C�1�AMOUNT M(DDLEBURY, I �H es PROJECT: / / I LLC / I I ��s°: �T6 9 / ' / I PROPOSED I /ACCESS I I �&60UNT/ I; 1785-1795 SHELBURNE ROAD SO TI-I IBURLiNGTON I I ��, / ( SOUTH BURLINGTON `LLC 1 f 1 \ I � VERMONT 1 LEGEND PERMANEN4 EASE NIS -- EXISTING CONTOUR 336 PROPOSED CONTOUR \ FOR PIPE, CcLVER , I 1 — — APPROXIMATE PROPERTY LINE .Y HEADWALL AND C ANNELS. I ( I STATE OF V RMON J T Ij \ _ VGI_4�l2_2?, 0 — — — — APPROXIMATE SETBACK/BUFFER r . _\ V ' — —SS GRAGRAVITYII TV SEWER LINE CHALAKE M—IN NMAOA. 1 1 I I — —FM FORCE MAIN PROJECT: W WATER LINE —DE OVERHEAD ELECTRIC LOCATION 'I \ �G7RANs) —� - BY02 — — —UE UNDERGROUND ELECTRIC 4. _;� 1 4/ of a. 4 47' 52"E _ A; I (VTRA EY MOVE 2 L — RECEIVED \ 14 �s� DEC 0 6 2011 City of So. Burlington I .. N 5 ? _ � S12"- ULL U t, L- - — — T TELEPHONE LINE — — C GAS LINE — —ST STORM DRAINAGE LINE ® SEWER MANHOLE ® STORM MANHOLE xj HYDRANT ® SHUT—OFF •n, POWER POLE ® CATCH BASIN o-" LIGHT POLE SIGN 0 0 G DECIDUOUS TREE .0 CONIFEROUS TREE rwrv�-vvv� EDGE OF WOODS/BRUSH —� STOCKADE/CHAIN LINK FENCE f--- DRAINAGE SWALE/BROOK City of So. Burlington GRAPHIC SCALE ( IN FEET I Inch = 30 fL LOCATION MAP NOT to SCALE 1 — "_'ol A DN 1 PROPOSED SITE PLAN DAn ODAIIDVG NU10/68 DEC., 2011 1' = 30' C 1 rwJ. xo. 06105 December 12, 2011 Re: #SP-11-50 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six L6) months. If you have any questions, please contact me. P . Belair Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 3880 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com south PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, AICP RE: Site Plan application #S -11-50 DATE: December 2, 2011 Site plan application #SP-11-48 of Catamount/Middlebury, LLC to amend a previously approved plan for a 53,000 sq. ft. building consisting of :1) 25,000 sq. ft. of distribution and related storage with 15% GFA in office or other principal permitted use by same tenant, 2) 15,000 sq. ft. of retail use, and 3) 13,000 sq. ft. of vacant space. The amendment consists of adding an access drive connection with the adjacent property at 1795 Shelburne Road, 68 Nesti Drive. The applicant is proposing an access easement between the property at 68 Nesti Drive and 1795 Shelburne Road. There is no new construction planned or considered as part of th application for the access easement. There is no additional pavement or curb -cuts planned or considered as part of this application. The physical connection between the two properties will require construction as there is a grade change between the lots. The applicant is not seeking approval for this at this time and will need to return to the Board for approval at that time. The applicant is also seeking to construct two new stormwater treatment facilities. The City of South Burlington Stormwater Superintendent is reviewing the plans and will provide comments prior to Tuesday's hearing. The subject property does lie in part in the Stormwater Management Overlay District. Staff has no concerns about this access easement. The related portion of the easement for the adjacent property is being sought under separate application. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 336— — EXISTING CONTOUR 336 PROPOSED CONTOUR — - - — APPROXIMATE PROPERTY LINE - — — - APPR010MATE SETBACK/BUFFER — —SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE — —OE OVERHEAD ELECTRIC LEGEND — —UE UNDERGROUND ELECTRIC `d POWER POLE — — T TELEPHONE LINE ® CATCH BASIN — — G GAS LINE o-- LIGHT POLE — —ST STORM DRAINAGE LINE T SIGN Is SEWER MANHOLE O Q ® DECIDUOUS TREE ® STORM MANHOLE ?] CONIFEROUS TREE jx HYDRANT EDGE OF WOODS/BRUSH ® SHUT-OFF —" STOCKADE/CHAIN LINK FENCE f — — DRAINAGE SWALE/BROOK ' VELCO EASE. STATE of VERMONT - LEASED TO VERMONT RAILWAY Corp. ,y —.—.—.— —.--. 90- _ RR F E _ \E —� E E E E E ` :L_ ' E NEW 18' HD W W W W "W W -- W 'W `` NEW MH t RIM-=14b.0 —� g4V.=135. — ° o/ \ NEW PO \ /°/ BURLINGTON Z1 \ SELF STORAGE, LLP Z \ NEW ROOF DRAIN EXISTING LOCATION BUILDING s j v \r r i L -ST- -. - -SIT- ®-© ST- ---o.- Caro 0Arf1 Zi-A . T . — . — — . — . — . — . — . — . — . — . — — . — V E L C O 75' ' SITE ENGINEER: GVIL ENGINEERING AMOGATES. INC_ P.O. BOX466 SHELBIFm VT 06182 emweDaav FAZE emwsDan web: ww.esatmm NEW PRECAST OUTLET STRUCTURE RIM= 132.3 WEIR INV.=129.5 INV. OUT=127.5 E - w w — VT yI w .. � '�— VrLCO EA EASEMENT 20' EASEMENT \ I A, 150' 5ecFLCO'8 Corp. CHAM PLAIN WATER DIST. VOL 117 PG. { g (1974) VOL. 118 PG. 272 (1974) J',L A NEW F.E.S. INV.=131.1' \ \2r NEW F.E.S. INV.=133.0' 1 } -NEW DM L / \ RIM= 14 .2 \ INV. IN=1 2.3 INV. OUT= �2.2 Jj REMOVE EXISTING POND DRY DH411N MJW C�MD PBS APPDOY® SAV OWNER CATAMOUNT/ MIDDLEBURY LLC 210 COLLEGE STREET BURLINGTON VERMONT PROJECT: PROPOSED ACCESS 68 NESTI DRIVE SOUTH BURLINGTON VERMONT LAKE CHAMPLAIN .: NMBOR nEw PROJECT••� LOCATK)N LOCATION MAP _ � / —SIT_ -- \ — \ s '' \ / -CST— - - -ST- _ NEW DMH \T I — // / / / / wa RIM= 142.5 EASEMENT %' INV. IN= 133.3 CAT AMC�UdVT;I�IIDDL'Y, LLC q\ GMP CORP. INV. OUT= 133.2 s7_ -� I II �\V.143 P.395/NEW DMH� IPA \ III \ \ 5T- / _ NEW C6 EIVED gT % / ' �\ � � L, \ VEMEN EXTENDED\Tb r ,� OCT U 7 2011 -STD ~ \ PV OPERTY LIMFT (AND-.FkL PrrACED Or CATAMOUNT// EASEMENT STD DRAINAGE SWALE `M`I00 EB RYL LC PROPERTY / a NOTE-2— �1— / EASEMENT ,ih{IR FUT REA=ESS 1 .3udI� for / 1` 1 t `` � -5-y — - / � STATE of 9 �...� VERMONT - \ PAVEMENT / ✓ i�...1� — — '� �' I / END 40 UNRESTRICTED f SES LOT 1 �. '�'- -- 1. , lrPPP�l \ WIDE NON EASF ENTIVE RO.W �� I �� GF17-OF AkQW' FROM / AND EAS MENT PER �-- y — — - - �TA OUNT/SOUTH I ( 1 1ilGTON LLC EASEMENT S-CONCRETc /�� —i ' I /. T14MOUNTDOLEBURY, NOTE 1 \ 1 RETAINING WALL / — �� THE SHELBURNEC AM01JN PARTNERSHIP, LP \ \ / \ I SOU H BU kLINGTON I i L/LC PROPOSED SITE PLAN GRAPHIC SCALE un SEPT., 2011 I D�AIa II CA`FAW`�UNT/ I a( IN aEer) m 1" = 40. SO�TI-ABUR I{ GTON I E I LDoh - 40 hII11 `4LCi I r) 06105 NOT to SCALE DNANING NDYDEN C1 MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, AICP� RE: Site Plan application #SD-11-50 DATE: December 2, 2011 Site plan application #SP-11-50 of Catamount/So. Burlington, LLC to amend a previously approved plan for a 9,970 sq. ft. building used for automotive sales, service and repair. The amendment consists of adding an access easement through the property from Shelburne Road to 68 Nesti Drive, 1795 Shelburne Road. The applicant is proposing an access easement between the property at 68 Nesti Drive and 1795 Shelburne Road. There is no new construction planned or considered as pars of this application. There is no additional pavement or curb -cuts planned or considered as part of this application. The physical connection between the two properties will require construction as there is a grade change between the lots. The applicant is not seeking approval for this at this time and will need to return to the Board for approval at that time. Staff has no concerns about this access easement. The related portion of this easement for the adjacent property is being sought under separate application. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com % ST ' SEE EASEMENT l 'Sj� ' NOTE— 2— _ T *\-CONCRETE RETAINING WALL —ST— —ST— — —ST— —o— —ST— — — 41UT= MH �42133.3 133.2 —s� -�ST— — —ST— I ST— \lp CATAM6 TIWIIDDLESUAI, LLC NEW DMH' FNEW CB / DRAINAGE SWALE / EASEMENT i j I II i - - � I 1 ® I SCA T'AMOUNT4, I SO J�fH ByRLINGTbN I L/LC i f ll. o I I EXISTING I I� BUILDING II 11 11� I III -A- � I _--- �I - e � p©P •fir �� VEMENt EXTENDEd\i / f/ /POPER7 Lll( (ANL)-FlLlL PLACED CATAMOUNT,' IIlIDDLEBURY LLC PROPERTY / RFUT�REA�CESS\ STATE of =( 1 I J VERMONT 1—L-PR-�rA`ED 5.0 WIDE 1. / —4 ft OF WAY FROM A/1OUNT/SOUTH / 1 �U. kpki(GTON LLC Darx / 7/ . C tAMOUNTODDLEBURY, / 1 I GAD 9 / LLC \ / I 1mT�B3 i /I j> I i I C A60UNT/ ( / ( S0gTN SURLANGTON I I I 'LLC I I LEGEND \ 1 1 1 1 -336- -- EXISTING CONTOUR PERMANENII EASE NTS 336 PROPOSED CONTOUR PIPE, LVFR ( I 1 — — — — APPROXIMATE PROPERTY LINE V HEADWALL A D C AIVNELS. j --- STATE OF V RMON J 1 — APPROXINATE SETBACK/BUFFER 1 Vol. 42Pg. 0' i I —SS GRAVITY SEWER LINE � I —FM FORCE PAIN W WATER LINE —DE OVERHEAD ELECTRIC --�UE UNDERGROUND ELECTRIC T TELEPHONE LINE NOTE 2 L —� -� r -- s12"- RECEIVES OCT 19 2011 City of So. Burlingtue SITE ENGINEER: -0� CIVIL ENGINEERING ASSOCIATES INC. P.O. BOXIB5 SHELBME, VT asm S0 AS024W , WN..D..KDaD DB�11N MJW PBS SAV OWNER: CATAMOUNT/ SOUTH BURLINGTON LLC 210 COLLEGE STREET BURLINGTON VERMONT PROJECT PROPOSED ACCESS 1785-1795 SHELBURNE ROAD SOUTH BURLINGTON VERMONT LAKE CHAMPLAIN — — G GAS LINEL_ __j — —ST STORM DRAINAGE LINE LOCATION MAP ® SEWER MANHOLE NOT to SCALE ® STORM MANHOLE HYDRANT Din M*=' DmmoN ® SHUT-OFF 'd POWER POLE - ® CATCH BASIN - - �- LIGHT POLE -- -e- SIGN- Q ® DECIDUOUS TREE C CONIFEROUS TREE — rw�-v'v'vvv� EDGE OF WOODS/BRUSH —• STOCKADE/CHAIN LINK FENCE PROPOSED f--- DRAINAGE SWALE/BROOK SITE PLAN GRAPHIC SCALE DA" o OCT., 2011 scAIB ( IN FEET 1" = 30' 1 Inch = 30 tL DBAIIDIG NDI®EN Cl PYOJ. NO. 06105 —ST— — — —ST— — _ST— NEW DMH �ST —ST— 1 / _ I �\s -r— -s - / �j \ RIM= 142.5 Y / ' / CIVIL ENGINELBURI VF05MASMATFS INC INV. IN= 133.3 �S CATAm64NT/IWIIDDL OUfi Y, LLC / � �'_ J 809864 �vr INV. OUT= 133.2 �sj r� I /140- 1 . A2011 - Am l6TY7f 5 \,� NEW DMH �S1 \Sri I / I / / mi r i MJW NEW CB I���)��\ oar l / PBS / \ I�AVEMENt EXTENDEtl Jd App° �5T 140---/ PpOPERTI LIAlE:t%N¢FILtL / / SAV PLACED I CATAMOUNT/' / 1 OWNER: SM EASEMENT 1 �ST� DRAINAGE SWALE IAfIDDLEBURYL�LCPROPERTY / CATAMOUNT/ �"\NOTE-2— _ / EASEMENT / ;FORFUT REA LESS\ r, _ STATE of SOUTH VERMONT ` BURLINGTON PAVEMENT I _ — — y 1 / ( ' LLC fCROSSES — 210 COLLEGE STREET LOT LINE _ — . — /` _ I 1�0 SED 50_W1DE� —�� BURLINGTON F WAY FROM I —TJ4 OUNT/SOUTH / J I. I ( VERMONT — — — — URk GTON LLC PRO]ECT: CONCRETE -� _ — j hi I I �CA\ l4AMOUNTM(DDLEBURY, J I Gw0 es N RETAINING WALL — _ — / I I LC % / I / / 1 1 vcs s PROPOSED rrDTfi- / — — — — / I I i rfs1� s I Ir ACCESS 1795SHELBURNEROADA�\CP(AMO�JNT� SO�N\BUCL�NGTOj I SOUTH BURLINGTON 0 fH ByRLINGTdVERMONT I �l � V A LEGEND to i y e36_ ERISTNG CONTOUR 1 I CHAMP I 1 ,EXISTING I ; \� // PERMAN �N4FOR PIPEC�,EASEI NTS 336PROPOSED CONTOUR LVFR CARI WASH ` III BUILDING II 11 II EI ; \ \I I ( V HEADWALL AND C ANNEL . I = ewAn� e r T APPROXIMATE PROPERTY LINE r i STATE OF 'v RMONT Vol_4132Pg. 0 J I — — APPROXIMATE SETBACK/BUFFER I ,11 ' I —SS GRAVITY SEVER ULA KE KEAMPLA I —^ T( CHIN \ — — �Y — —FN FORCE MAIN W WATER UNE LOCATION —OE OVERHEAD ELECTRICwt,.. CHA P C C RE \f — — «` "III11 - �— —LIE UNDERGROUND ELECTRIC \\ / — ---.— — — T I TELEPHONE UNE ( S - �" C GAS UNE _ NOTE 2 L — -- ^ / / —ST ® w T rvvwvwv� STORM DRAINAGE UNE SEWER MANHOLE STORM MANHOLE HYDRANT SHUT—OFF POWER POLE CATCH BASIN LIGHT POLE SIGN DECIDUOUS TREE CONIFEROUS TREE EDGE OF WOODS/BRUSH LOCATION MAP NOT to SCALE >V a' Y[Y9oN _ —• STOCKADE/CHAIN LINK FENCE PROPOSED DRAINAGE SWALE/BROOK _ — — SITE o-- — — \ PLAN \ GRAPHIC SCALE aT■ ��� Nun OCT., 2011 DI PEST) 30. C L i—h - 30 ft. PHOI. xo. 06105 Iff Permit Number SP- - office use only) APPLICATION FOR SITE PLAN REVIEW ❑ Administrative X Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Catamount/South Burlington LLC, 210 College Street Suite 201, Burlington, VT 05401 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol. 1029 Pg. 229 3. APPLICANT (Name, mailing address, phone and fax #): Catamount/South Burlington LLC 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Matthew Wamsganz, Civil Engineering Associates, Inc., 10 Mansfield View Lane, So. Burlington, VT 05403 4a. CONTACT EMAIL ADDRESS:: matt(&cea-vt.com 5. PROJECT STREET ADDRESS: 1785 & 1795 Shelburne Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-1785 & 1540-1795 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): 50' R.O.W. to be granted to Catamount/Middlebury LLC along with construction of a paved access to edge of property. b. Existing Uses on Property (including description and size of each separate use): Commercial building and parking (last used as car dealership, currently vacant) c. Proposed Uses on property (include description and size of each new use and existing uses to remain): N/A, no change 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846,4101 www.sburi.com d. Total building square footage on property (proposed buildings and existing buildings to remain): N/A, no change e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): N/A, no change f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): N/A, no chance h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Bartlett Brook Overlay District 8. LOT COVERAGE Total Parcel Size: 128,041Sq. Ft. a. Building: Existing 7_8 % / 9,967 sq. ft. Proposed 7_8 % / 9,9E sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 51.9 % / 66,416 sq. ft. Proposed 52.2 % / 66,827 sq. ft. c. Front yard (along each street) Existing 37.2 % / 9,227 sq. ft. Proposed 37.2 % / 9,227 sq. ft. d. Total area to be disturbed during construction (sq. ft.)1000* * 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: c. Other site improvements (please list with cost): $2500 2 Site Plan Application Form Rev 12-2010 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): N/A, no change 11. PEAK HOURS OF OPERATION: N/A, no change 12. PEAK DAYS OF OPERATION: N/A, no change 13. ESTIMATED PROJECT COMPLETION DATE: N/A, no change 14. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)2 regular size copies and one reduced copy (I V 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 in accordance with the city's fee schedule. Not required for Administrative Site Plan Applications 2 Administrative site plan applications require three (3) regular size copies and one reduced copy (11" x 17") Site Plan Application Form Rev. 12-2010 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. 6c&- SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line PRINT NAME DATE OF SUBMISSION: REVIEW AUTHORITY: I- Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: Complete E n m pO��/ *Administrative icer bate The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. f 2-2010 Subject Parcel J W J Realty Inc. 1795 Shelburne Rd South Burlington, VT 05403 J W J Realty Inc 1795 Shelburne Rd South Burlington, VT 05403 List ofAdjoiners Champ Car Care Center Inc. 2 Harbor View Rd South Burlington, VT 05403 Catamount/Middlebury LLC 68 Nesti Dr South Burlington, VT 05403 Lark Inns LP 410 Shelburne Rd Shelburne, VT 05482 Burlington House Inc. 1250 Shelburne Rd South Burlington, VT 05403 J W J REALTY INC. LIST OF ADJOINERS September 15, 2011 Parcel No. 1540-01785 1540-01795 0780-00002 1215-00068 1540-01720 1540-01800 Champ Car Care West, Alexis Gahagan 1540-01801 2 Harbor View Rd South Burlington, VT 05403 1820 Shelburne Rd LLC 1540-01820 1820 Shelburne Rd South Burlington, VT 05403 Pecor Auto 1540-01835 P.O. Box 132 Essex Jct., VT 05452 State of Vermont-VTrans 1540-01775N One National Life Drive Montpelier, VT 05633-5001 M 1795 Shelburne Road Inc. wiemannalamphere Site & Landscape Plan sc�uih Burtin--torn. Vermont P = ?0'-Q" Revision I March `?. <oO( ;irrhilectuiv cn u�ecrtn plaiprm, CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 4, 2006 Gary Lavigne 245 SouthPark Drive Suite 1 Colchester, VT 05446 Re: 1795 Shelburne Road Dear Mr. Lavigne: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Administrative Officer on April 4, 2006. Please note the conditions of approval including that you obtain a zoning permit within six (6) months. If you have any questions, please contact me. Sincerely, C Betsy onough Planning & Zoning Assistant Encl. Permit Number Sly -- CITY OF SOUTH BUR,E1GTO 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 #) 1115 RoAP -SHVXcgkJf ROAD, 50L�q{ 6LALt1.1yZa), QT 0540{ pRoot -- 8G - o305 2) LOCATION OF LAST RECORDED DEED (Boole and page #) VOC,UM 37Z PAGE- L((,,S 3) APPLICANT (Name, mailing address, phone and fax #)17R5 ROAD ftX- V715 GRE-Legf-kie- "AD( 5a0TR �Pr D5ya 1 moNE:- NOy -0305 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax ft 50 UTHPAF*1 "M(v.E . QKpc�l~' bs5-5o2o FA�c = (o�S- �5�7 5) PROJECT STREET ADDRESS:(715 5"F,( 04-E PAD 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 15L40 — b C-7 IS 7) PROJECT DESCRIPTION a) Existing Uses on Property (including LPG m��SFUp �9. q-70 56. description and size of each separate use) b) Proposed Uses on property (include description and size of each new use and existing uses to remain) VNC AftXED c) Total building square footage on property (proposed buildings and existin& buildings to remain) d) Height of building & ni rnber of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) ONCk{Al. V_D e) Number of residential units (if applicable, new units and existing units to remain)AAk— f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): UNG4 "C-_0 g) 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: 32 38S Sq. Ft. a) Building: Existing % / I < <17y sq. ft. Proposed -7.8 % / %1170 sq. ft. b) Overall impervious coverage (building, parking, outside storage, etc) Existing M5• $ % / (C),705 sq. ft. Proposed 50.`7 % / (oLJ111I3 sq. ft. c) Front yard (along each street) Existing 28 % / (a -I (PS sq. ft. Proposed 37 % 1, 5 38 sq. ft. d) Total. area to be disturbed during construction (sq. ft.) (00I * :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): $ O _ b) Landscaping: $,�co s�i10�1 c) Other site improvements (please list with cost): R�Pi.{10ENl�.(.Y� of J167 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): UNCA-f,A�&>1%D b) A.M. Peale hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: OKEJ%l &f_p 2 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: JVLY 2006 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) 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 (I I" 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). 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. /, z�7 SIVXAVJRE OrYAPPLICA.NT SIGNATUB&' Or PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: 3 /� �14) REVIEW AUTHORITY: ❑ Development Review Board I have reviewed this site plan application and find it to be: L� Complete ❑ Incomplete L Planning & Zoning or Designee /N r O�rlC,C/, 4 WXWftANX LA G31HER.E''' Savoie-Fassetts WLA # 2005013 Owner of Record 1540-01795 & 1540-01785 1795 Shelburne Road Inc. 1795 Shelburne Road, South Burlington, VT 05401 Owners of Record of contiguous properties 1540-01775 State of Vermont Montpelier, VT l 540-01801 Champ Car Care West Inc. Alexis Gahagan 1801 Shelburne Road South Burlington, VT 05401 1215-00068 Charles Freihofer Baking Co. C/O CPC Baking Englewood Cliff, NJ 07631 245 South Park. Drive Architectural Colchester, Vermont 05446 Engineering 802.655,5020 Fax:802.655.6567 Planning www.wiemannlaniphere.com No Text 34 3s,9 `Y v A. IGG • s -r5 I f 12 A/O TES /. This ,o/on has been prepared for /he use of Gordon G. Woods Assoc/ales, Archi/ec/s. 2. %he wo/er course shown on /he wes/er/y side of Me area mopped hereon is a drainage di/ch only and no/ a n o /Ural s /ream. j,F/e va/ions ore based on The p/on rim e/e va/ion of sewer manhole /, previously published os /56.25: Topographic 1WCpph q ToQ gTa 2 For Proposed f'171gh1Qc41ro PorkIl? g L of I". Z7 5he/bz1r17e food, Soaih 5ul-11�7gf017, V&I-Monf A.W. HARR/S B ASSOC44TES regis/ereo' /and surveyors Hinesburg Vermont Surv, 'AWH.,PRE Disk no. Date: II /04 /92 Drn. PRE. Fb.29, Pg. 74 Project 9228 Chk. AWH. 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EaS"M EDGk� PAVEMENT EDGE OF ROAP AS PART OF AOT E 7 RECQ19pjfM PROJECT - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - -- NEW EDGE OF ROAD AS PART OF ACT ROUTE 7 RECONSTRUCTION PROJECT ®' -- �I SITE ENGINEER: cjG SAV SAV pill P FREEDOM NISSAN PROPOSED PARKING LOT ..'. SOUTH BURLINGTON VERMONT Wall Eir No a pal n .. , j/,/� 79 / ►i�i+ii�:' ii+iaii1 ice' ��� �V j�i / �/�. � �� r,// / ►ii►:+:+i'as�:+:+i:�'I�� �:����' ;. �.liwdr�err� _ '��//�' :/ /� /// ►:1:+:•i��y< �+:Ops•:' Via!" �I� � - �% ��r� ✓/r' i� % ,/% / � 1:►iaisi!aisi's+sa1 ./ -wus ����s-was++♦••,.'�♦��� :.D.+vai4��sDD•.•++i'O•i+.+� ; [III 1���` 1:�' 1 ia.'�a.�.00iii+s!«��.♦ii�►�+!�!�•«A♦i�i!iisi.�isi+00i��•�*a`i�i-SiaiC�<:'i :...s..s..s♦ c.uo.� f ": '"•is.'+�i'�`a•�.':'i�•i'Diou!Oisiisi�0�os�i0' s ��'s►a�'Lsi+i+i��+ili�iaiai+i+ii+i+i+i0i'�►ii:�++i+i+i+i+i+ice" � _o9I�_-I�a!'m:��::......1 �a a-=.os��ss�+as.a+ssss++►.",spare;.a�;>�ssssasi.s�.ss++s.sa.►.s.�+s-s+�ri - :aia:+i:::°::° oO�si!i2i!w:2:!:2:•:�i2�2i�i2e2+i+i—!-!%i--- -------:!:2:2:2:!:2LOCATION MAP :!:a i►:•:+:+:+:siaii+:+:OO" k ------ :ate PROPOSED SITE I NEW PAVE hI NT PRdP�sED SILT FENCE- �- — — — FULL RECONSTRUCTION SECTION (RLALMED A+AIMAIN UNm SLOPE ISFu LY RECLAIMED BASE f) BASE CAN BE USED IN YEGETATEDNS\ STABILIZED WEW STRUCTURAL— `OVERNY-1 = _ _ _ — €�GGTION) —' ' 147 W R/P-RAP FOR DISPERSION 1 : '^•w-- BBE�REELiOCATTEG TRED �). p �gD �\ \ \ \ \ \ \/y{ \ \ \ \ R \ \ \ \ \ \ \ \ �I I NEW50' SETBACK \ I I \\\\\\\\\\\\\\ \\ \\\\\\\\\\ /\\\\\ \-- \ \\\�� \\\ I AS PART RE ACT LEGEND � � I I (� , -- - I I ROUTE 7 RECON- STRUCTION STRUCTION PROJECT \ \\\ - —sae— �— — EXISTING CONTOUR PROPOSED CONTOUR \ \ \ �I ,I \ \ \ \ \ \/k \ - - APPROXIMATE PROPERTY LINE - — — - SETBACK LINE O IRON PIN 0 CONC. MON. \ / '�1 \\ly,\\\\\\\/\\\\\\\. -- SS-- GRAVITY SEWER LINE FM FORCE MAIN \ \\\L \ \\\\L\\\\ --- W WATERLINE - ---oE OVERHEAD ELECTRIC - —UE UNDERGROUND ELECTRIC I ICTU --- T - ST TELEPHONE LINE STORM DRAINAGE LINE FREEDOM \{I\ (S) ® SEWER MANHOLE STORM MANHOLE I �� NISSAN ® HYDRANT SHUT-OFF II Ir \\`{.\\ I�\\`L n, POWER POLE ® CATCH BASIN o-o LIGHT POLE i I� I� \\\\\\�'C\��\\\\\\Y\ -_- SIGN ,II ►��\.�_�\\\\\\ w 1\\\\ \ \ \ \ \ \ \ I 1 NEW ISLANDS 8'TOPSOIL WINJ I III \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I PROPOSED LIGHTS (IYPJ I (MATCH EXISTING) . \ glll SHIM AND OkERI PYPi 1' I I'III'II EXISTING 50' SETBACK BRUSH/WOODSDRAINAGE SWALE I / III III II 1 �I �I III ��� ■ ►•••►•••t��4!�•••••••• '. 040.0 ycAO•A•Oi y ►••••! .••••/■/cif/ ►AA►A ♦►AAA AA• IAA♦ 4-F1 ♦A♦ _ .►��.•. �.►DOD 'c�0.•OApd ..A YA►♦ AAA AAAAP�AAAA. - �AAAAAAAA♦IAAAAAAvAAA♦ - — �►♦ •?w iA � � � ��A�A•A❖!� iio ►�A�A•O►��.�A•w•.BOA❖OA•i❖.•A•AOI�D�>�I��A•A>� � A i•A�A�j►OA•A•A•AAA•A•A•A•A•� A•A4 �.A1Aw�•>w •,.A� �OAA•A•A•U•!•A•A•A•Af ►fV yV�i'14� � vIWIG►i'V*�•A•A•AI�OI��I�A•A•A•A•A•A•A•A�A•A�IO�• �.•A•A•A•A•A•A�/ >^r'GA.AA�6DAAAAAAAAAAAf A�1^ f..♦?`>•`SAAA4.A►♦♦AAAAAAAAA♦►A�AJl AAAC♦4 ..........w�AOAAOJAAAA► 4"'(�•i l'A: (•at•........�1 .........d......A•A.. AACA•A' A'AAAAAAU.�� �A.L��AA ►� ��A �� �. 4A �.a�.•��� AAAAAA�i►�A�A•A•A•r••!•A:A�A�/ SIDEWALK (FUTU ------------------ - EXISTING EDGE` OF PAVEMENT -= i________-_______-I------------- I ---------------- L-----------------1----------------- NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. - - - - - - -- Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construrfinn. SITE ENGINEER: CIVIL ENGINEERING ASSOCIATES, INC_ P.O. BOX485 SHELBURNE, VF 05452 8OZ965 M FAC ea2-0eS22T1 we►: www.dsKOdn COPYRICRT Q 2000 - Am RI x ex-vRD oMWN CJG I LEGEND CH8 SAV TOTAL RECONSTRUCTION APPROVR9 FINISH GRADING I aS. AV BASE PAVING (2' TYPE N I FINISH PAVING(11/2' TYPE 01f OWNER: 11rSHIMANDTYPE OVERLAYATiEA 1 1 1/2' TYPE 111 NEWPAVEMENTSECT11 BASEPAVING(2'TYPE� FREEDOM NISSAN J FINISH PAVING (1 1/2' TYPE III YROIECT: NEW SWALE AS PART OF I ART ROUTE 7 RECONSTRUCTION PROJECT PROPOSED PARKING LOT ' IMPROVEMENTS I 1795 SHELBURNE ROAD SOUTH BURLINGTON VERMONT BARTLETT BROOK � I a I O r aaLAKE■n.Axl / PROJECT I.ocATioN 5- S S S NEW EDGE OF,D\RaAS AS PART OF &Q , Roo�cT-Rt2oivx _ STRUCTION PROJEC�`%-}__________________-__________________ _T—_________________________________________________________________________-_______ / + / I LOCATION MAP 1' _ 2= I DATE I CRRCI31) I REVISION 11 II --------------- I PROPOSED -(PAVEMENT PLAN TOP COURSE BITUMINOUS CONCRETE PAVEMENT BASE COURSE BITUMINOUS 1/2' R. 6" /-1/4' R. CONCRETE PAVEMENT / 11" BITUMINOUS CONCRETE �" SHIM/OVERLAY SECTION: - T TYPE III FINISH COURSE /' CLEAN AND TACK COAT EXISTING PAVEMENT / (EMULSIFIED ASPHALT) ).00O O O Oro o O OUP )oocCRUSHED GRAVEL BASE�o O O O�O�ou O�OO op000popopopopo0opopo0o00000000000 .. \ o 0 0 0 o 0 0 0 0„0„0 o 0 0 000000 0000000 O 000 snmc 3UBQfSE) 00 O 0000000 O 000000 0 0 0 0 0 0 0 0 0 0 0 BANK RUN GRAVEL 0000000000p0 Q0000000000000000000000 SUB -BASE MATERIAL o 0 0 0 0 000 0 0 0 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8' JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). CURB DETAIL N.T.S. 3]" BITUMINOUS CONCRETE PAVEMENT: RECLAIM BASE SECTION MAY BE USED FOR - If TYPE III FINISH COURSE CRUSHED GRAVEL (FINE) - 2 TYPE II BASE COURSE --COMPACTED SUBGRADE-- _ �— STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL PAVEMENT SECTION N.T.S. • NEW SECTION OR WHERE ROADWAY/PARKING SECTION IS LOWERED EXISTING PAVEMENT /8'/ (MIN) RECLAIMED STABILIZED BASE (FIELD ADJUST) RECLAIM SECTION N.T.S. ZTOTAL PAVEMENT RECONSTRUCTION Y BE NECESSARY WHERE FINISH GRADE IS LOWERED BELOW MINIMUM RECLAIMED BASE DEPTHS 0YERLAY SECTION N I S IIN (FIELD ADJUST) �G _AIM SUBBASE .VAGE) DVE EXISTING 3ASE O s0 �DO� TYPICAL NEW 4%, :MENT SECTION N SUBGRADE LINE FILTER FABRIC To BE POST MIRAFI 100X OR APPROVED EQUAL POST SPACING 36" MIN. 2}x 2}WOOD 2.5' 2" METAL POST 10' 4 x 4 WOOD 70' 24" MIN. 171FBACCIKFILLED TER FABRIC TO BE CUPPED, AND TAMPED B" LW GRADE STEEL OR WOOD STAKES SEE CHART AT RIGHT I. INSTALL MIRIFI ENMROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN. 2. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. THIS INCLUDES ALL FILLED OR UNPROTECTED SLOPES CREATED DURING CONSTRUCTION. NOT NECESSARILY REFLECTED ON THE FINAL PLANS. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE. REMOVE SEDIMENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO BE MAINTAINED UNTIL SLOPES ARE STABILIZED. 3. MEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER. THEY SHALL BE OVERLAPPED BY 6% FOLDED AND STAPLED, SILT FENCE DETAIL N.T.S. O SITE ENGINEER: �Y CIVIL ENGINEERING ASSOCIATES. INC, P.O. BOX 485 SHELBURNE, VT 05482 B02-0A')2]23 FAY' B02-BDS22]f rnb: xmw.cea-Kcom OOPYRIGIIT (9 1 DRAWN CJG MEC6RD SAV A-0VED SAV ()n'tiER FREEDOM NISSAN PROJECT: PROPOSED PARKING LOT IMPROVEMENTS 1795 SHELBURNE ROAD SOUTH BURLINGTON VERMONT DATI CHBCX6D REVISION SITE DETAILS SECTION 01040 - PROJECT COORDINATION\ PART 1 - GENERAL 1.01 MEETINGS ik PROJECT ACCESS A. The Owner shall be notified five (5) days prior to cammmcemml of Work by the Contractor. 8. The Contractor will coordinate with the Owner to arrange an on -site pre -construction meeting prior to commencement of any rock. Job superintendent. and subcontractors shill be Included in this meeting. C. The Contractor will coordinate all phases of the Work, as as not 10 Interfere with the normal work procedures in the area. D. The Contractor shall conduct his work in such a monner as to not Interfere with or endanger work or traffic in areas adjacent to the construction area, except as permitted by the Owner. The Contractor shall se ruc range his consttion er opations as to provide access far emergency vehicles and equipment to the work site at ell time,. 1.02 LABOR A. The Contractor and subcontractors will employ mechanics skilled in their respective trades. B. All labor will be performed in a neat and workmanlike manner. 1.03 PROTECTION OF PERSONS AND PROPERTY A. The Contractor shall be responsible far Initiating, mpInlalnag, and Supervising all O.S.H.A. safety precautions in connection with the Work. B. Fire Protectim: The Contractor shall take all necessary precautlons to The fires adjacent to the Work and shall provide adequate facilities for extinguishing fires. The Contractor shall also prevent Ores In project related buildings and shell prevent the spread of fires to orms outside the limits of the Work. C. Safety Precautions: Prior to commencement of Work, the Contractor shall be familiar With all safely regulations and practices applicable with construction operations. No additional payments will be made for equipment and procedures noc-Sitoted by these Safely precautions. 1.04 INSURANCE A. Certlficoles of Insurance acceptable to the Owner shall be filed with the Owner prior to the commencement of the Work. 1.05 CORRECTION OF WORK A. The Contractor shall promptly correct all Work rejected by the Owner as defective or as foiling to conform to the Contract Documents. The Contractor shall bear all cost of correcting such rejected Work. 1,06 WEATHER CONDITIONS A. No Walk shall be done when, in the opinion of the Owner, the weather Is unsuitable. No concrete, earth bockfill, embankment, or paving shall be placed upon frozen material. If there is delay m interruption in the Work due to weather conditions, the necessary precautions must be taken to band new Work to old. B. Protection Against Water and Storm: The Contractor Shell lake all precautions to prevent damage to the Work by storms or by water entering the site of the Work directly or through the ground. In case of damage by storm or water, The Contract, at his am expense, shall make repairs or replacements or rebuild Such parts of the Work as the Engineer may require in order that the fished work may be completed as required by the Drawings and Specifications. 1.07 DISPOSAL OF DEBRIS A. All debris and excess materials, other than that which is authorized to be reused, became the property of the Contractor and shall be promptly removed from the properly. The Contractor shall receive title to all debris and/a excess molsial. The Omer will not be responsible tar any to„ or damage to debris or excess material owned by the Contractor. 1.08 PROJECT LAYOUT A. The Contractor shall be responsible for providing all nmessory survey stoking. 1. Locate and protect control points before starting work on the site. 2. Preserve permanent reference points during progress of the Work. 3. Establish a minimum of two permanent benchmarks an the site, referenced to data established by survey control Pointe. o. Record locations, with harlz-tal and vertical data, an Project Record Documents. END OF SECTION 01040 SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1Remove surface debris. ICleor site of plant life and grass. 3. Remow trees and shrubs. 4. Remove root system of trees and shrubs. PART 2 - PRODUCTS Not use& PART 3 - EXECUTION 3.01 PROTECTION A. Protect utilities that remain from damage. B. Protect trees, plant growth, and features designated to remain as final landscaping. C. Protect bench marks and existing structures from damage or displacement. D. Use means necessary to prevent dust becoming a nuisance 1^ the public, to neimba- - •- B. Remove Gees and shrubs within morked areas. Remove stumps, root, and tap roots and other projection'li or greater in diameter to 2'-0' below the excavated surface. in cut areas and 2'-0" below the exposed subgrade In fill areas. 3.03 REMOVAL A. Remove debris, rock, and extracted plant fife from site. B. The Contractor shell coordinate Work with the Engineer and Owner In establishing suitable areas within the property limits far depositing debris, rocks and extracted plant life. The Contractor shall be responsible for backfilling (capping) and grading oil waste sites. 3.04 UTILITIES A. Coordinate with utility companies and agencies as required. ENO OF SECTION 02110 SECTION 02210 - SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. All utility and slawork excavation (unless co eyed In other sections of these specifications), re oval and stockpile of lopml, stabilization fabric, and other xellaneaus and appurtenant works. 2. Site fi"'. ) 3. Roadway/parking lot structural sections. 1.02 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Slew Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Teat Method far Laboratory Compaction Characteristics of Sol Using Standard Effort. 1.03 PROTECTION A. Protect bench marks and existing structures. B. Protect above or below grade utilities which are to remain. 1.04 SUBMITTALS A. Testing laboratory report. Indicating that material for bockfill meets requirements of this Section. B. Field density lest reports of site fill in place. C. Feld density lest reports for roadway structural sections In place. D. Stabilization Fabric: Submit copies of manufacturer's specifications and Inetollotion instructions. PART 2 - PRODUCTS 2.01 CRUSHED GRAVEL (AOT SPEC. 704.05A, FINE) A. All materials shall be secured from approved sources. This gravel shall consist of angular and round fragments of hard durable rock of uniform quality throughout, reasonably free from thin elongated places, soft or disintegrated Store. dirt, organic or other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve 2" 100 1 1/2' 90 - 100 No. 4 30 - 60 N. 100 0 - 12 No. 200 0 - 6 2.02 GRAVEL FOR SUBBASE (AOT SPEC. 704.05A, COURSE) A. This moteriol shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Slew 4- 95 - 100 No. 4 25 - 50 No. too 0 - 12 No. 200 0 - 6 the grovel shall be uniformly graded from coarse to f e one the maximum size alme particle shell not exceed 2/3 of the thickness of the layer being placed. 2.04 COMPACTED FILL/GRANULAR BORROW A. This material shall be free of shale, day, friable material, debris, and orgonk matter, graded in accordance with ANSI/ASTM C136 within the following limits: Percent by Weight Sieve Designation Passing Square Mesh Sieve 6" IDO 3/4" 75 - 100 No. 4 20 - 100 No. too 0 - 20 No. 200 0 - 12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work andl consist of lumishing and Dlocinqq on approved stabilization fabric on a prepared surface within the limits shown an the plans. The fabric shall meet, or exceed the following properties: 1. Grob tensile strength (ASTM D-4632) - 200 Ibs. 2. Grob tensile elongation (ASTM D-4632) - 15% 3. Puncture strength (ASTM D-4833) - 120 Ibs. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flag ,cations. C. Maintain and protect existing utilities remaining which pass through work arm. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, re -landscaped regraded and stockpile in areas designated an site m as directed by the Engineer. B. Maintain the stockpile in a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded in accordance with plans. B. Excavate subsoil required to accommodate building foundations, slabs on grade, site structures, construction operations, roods. and perking areas. C. Grade lop perimeter of excavation to prevent surface water from draining Into excavation. D. Notify engineer of unexpected Subsurface conditions and discontinue affected wok In am until notified to resume work. E. Correct arms over -excavated by error as directed by the Engines. 3.05 DITCHES A. Cut accurately to the cross -sections, grade,, and elevations shown. B. Maintain exmvations free from detrimental quantities of leaves, sticks, trash, and other debris mil completi- of the work. C. Dispose of excavated materials as shown an the drawings or directed by the sob Engineer, except do not, in any case, deposit materials less than three feet from the edge of a ditch. 3.06 ROADWAY EMBANKMENTS AND BERMS A. When embankments ere to be mode on a hillside, the slope of the original ground on which the embankments are to be constructed shall be stepped and properly drained as the fill Is constructed m that adverse movements of the slopes do not occur. B. Any a scowled rock, ledge, boulders, and stone, except where required in the construction of other Items or otherwise directed, shall be used in the construction of embankments to the extent of the project requirements and generally shall be placed so as to farm the base of on embankment. C. Frozen material shall not be used in the construction of embankments, nor shall the embankments m succeseve layers of the embankments be placed upon frozen material. Placement of material other than rock shell stop when the Sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable, it sholl be stockpiled and reserved for future use when its condition is acceptable far use in embankments. 0. When an embankment is to be constructed across a swomp, muck, or areas of unstable sets, the unsuitable motwid shall be excavated to reach soils of adequate bearing capacity and the embankment begun. Alternative methods, Such as use of a stablization fabric in place of excavation and backfill, may be utilized only after approval of some by the Engines. E. Material being placed in embankments shall be placed In horizontal layers of uniform thickness across the full width of the embankment. Stumps, trees, rubbish, and other unsuitable malersh iol all not be placed in embankments. F. Embankment areas shall be placed In eight -Inch lifts. Effective spreading equipment shall be used an each layer to obtain uniform thickness prior to compaction. Each toyer shall be kept crowed to shed water to the outside edge of embankment and continuous leveling and manipulating rill be required to assure uniform density. The entire arm of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment G. All fit material shall be compacted at a moisture content suitable for obtaining the required density. In no cone shall the moisture content in each layer under construction be more than three percent above the optimum moisture content and shall be leas than that quantity that will cause the embankment to became unstable during compaction. Sponginess, shaving, or other displacement under heavy equipment shall be considered evidence for an engineering determination of lack of stability under this requirement, and further placement of material in the area affected shall be stopped or retarded to allow the material to stabilize. H. Won the moisture content of the material In the layer under construcHmi is less than the amount necessary to obtain satisfactory compaction by mechanical canpoctl- methods. water shall be added by pressure distributors or other approved equipment. Water may also be added Inexmwlion or borrow pits. The wets shall be uniformly and thoroughly incorporated into the soll by disc, harrowing, blading, or by other approved methods. This manipulation may be omitted for sands ond gravel. When the moisture content of the matedd Is in excess of three percent above optimum moisture corten4 dry material shall be thoroughly incorporated Into the wet material, m the wet material shall be aerated by disking, harrowing, bidding, rotary 'zing, ar by other approved methods; orcompaction of the toyer of wet material shall be deferred unit the layer has dried to the required moisture content by evaporation. 3.07 COMPACTION REOUIREMENTS A. All bockfills and Rills shall be compacted in even lifts 117" mcn-inn) In nfinln 11....!r.d .. r.u....-. 3.08 MAINTENANCE A. All earthwork should be checked periodically to we that slopes are in good condition. Any HIS or damage from erosion and anklet burrowing should be repaired immediately to owid further damage. If seeps dewlap an the slopes, the sea should be evaluated to determine If the seep will cause on unstable condition. Subsurface drains or gravel mulching may be required to solw seep problems. Diversions, berms, and waterways in the land grading area should be checked to see that they are functioning properly. Problems found during the inspections Should be repaired promptly. END OF SECTION 02210 SECTION 02225 - UTILITY TRENCHING AND BACKFILLING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Trench, backfill, and compact as specified herein and as needed fa Installation of underground utilities located 5 feet outside the buildings. 1.02 OIIALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed fa proper performance of the work of this Section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work in a timely manner. C. Comply with requirements of governmental agencies having jurisdiction. 1.03 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. fill and backfill materials: 1. Fill material is Subject to the approval of the Engineer. Material provided can be removed from excavations on site or imported from approved off -site borrow arena. Materials must be predominantly granular, non -expansive soil free from porous matter, organic matter and other deleterious matter and contain no rocks or lumps over 6 inches in greatest dimension. 2. Rocks having a dimension greater than 2 inches sholl not be placed within 2 feet of the outside of pip.. 3. Cohesionlem material used for backfill: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the area. and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed unIN unsatisfactory conditions are corrected. 3.02 PREPARATION A. Identify required Imes, levels, cmtwrs. and datum. 3.03 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility Ines shown on the drawings or otherwise made known to the Contractor prim to trenching. It damaged, repair or replace at no cost to the Owner. 2. When existing underground utilities, which are not scheduled far removal or abandonment, are encountered in the excavation, they shot[ be adequately Supported and protected from damage. Any damage to utilities shell be repaired promptly at no additional cost to the Owner. 3. If utility service is nterupted as a result of work under this section, immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities are found to Interfere with the permanent facilities being constructed under this sect[-, I --lately notify the Engineer and secure instructions. 5. Do not proceed with dismption of service or permanent relocation of utilities until written instructions ore received from the Engineer. B. Protection of persons old property. 1. Barricade open holes and depressions occurring as part of the work, and post warning lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and os otherwise required. 3. Protect structures, utilities, sidewalks, powment% and other facilities from damage caused by settlement. lateral movement, washout, and other hazards created by opergtiona under this section. 4. NI trenching shell be in accordance with the latest OSHA requirements. C. Dawatering: The Contractor, at all times, shall conduct operations so as to prevent the accumulation of water, ice, and now In excavations m In the vicinity of excavated areas, and to prevent water from Interfering with the progress and quality of the work. Under no conditions shall water be allowed to rise in open trenches ofher pipe has been placed. D. Accumulated water, ice, and wow shell be promptly removed and disposed of by pumping or other approved means Disposal shall be carried out in a manner which will not creole a hazard to public health, nor cause injury to public or private property, work completed ar in progress, or public streets, nor cause any interference In the use of str,.On and mad hu the n,,,iu ern under r, 1-..t.- 3.04 TRENCHING A. Provide sheeting and shoring necessary for protection of the work and tar the safely of personnel. I. Sheeting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting rill be allowed to be pulled, removed, m disturbed below the pipe. E A trench shall be excavated to the required depth and to a width sufficient to allow for Joining of the pipe and compoclion of the bedding and backfill material under and around the pipe. C. The completed trench bottom sholl be firm for its full length end width. D. If indicated on the plans m directed by the Engineer, poor fwndotion material mcounteredbelow the normal grade of the pipe bed shell be removed and replaced with granular backfill. E. Where pipes are to be placed in embankment fill, the excavation shall be mode after the embankment has been completed to a height of 3 feet plus the diameter of the pipe above the designed grade of the pipe. F. E,cowting for appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave at twat 12 inches clear between outer Surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excavation beyond Such opDurtmonces that has not been directed will be considered unauthorized. FRI with send, growl, or Iron concrete as directed by the Engineer, and at no additional cost to the Owner. G. Excavation shall not Interfere with normal 45 degree bearing splay of foundations. H. Where utility runs traverse public property m are Subject to governmental or utility company jurisdiction, provide depth, bedding, cover and other requirements as at forth by legally constituted authority having jurisdiction, but in no Mae less than the depth shown in the Contract Documents. I. Where trenching occurs in existing lawns, remove turf In sections and keep domp. Replace turf upon completion of the backfilling. 3.05 BEDDING A. Pipe Bedding Arm: Prior to laying pipe, bedding material shall be placed to the limits of the acovotlon and to 0 depth beneath the pipe as specified. This material shall be either sand, growl, or crushed stone and shell not contain large lumps and stories ow inch indiameter. As the pipe is laid, bedding material shall be extended to 6 inches oboes the Dipe and leveled along the width of the trench. 3.06 BACKFILLING A. Baekfilling Shell not be done in freezing weather, with frozen materials, or when materials already placed are frozen. B. Bockfill material shall be evenly spread and compacted in lifts not more than 12 Inches thick or as approved by the Engineer. Previously placed or new materials shall be moistened by sprinkling, if required, to ensure proper band and compaction. C. Trenches which hove been improperly backrlled, enclosed or vexed up before It has been approved shall be reopened. Refill and compact as specified, or otherwise correct to the approval of the Engineer, at no additional cost to the Owns. 0. Take special care in backfilling and bedding operations to not damage pipe and pipe coatings. E. No compacting shall be done when the material is too vial to be compacted properly. Al such times the work shall be suspended until the previously placed and new materials hove dried out sufficiently to permit proper compaction, or such other precautions are taken as may be necessary to obtain proper compaction. F. Backlit material shall be compacted to the following Percentage' of maximum dry density and the in -place moisture content shall not be more than 2X above the optimum moisture content. as determined by Standard Proctor ASTkf D698. 1. Around all structures, under roadway paving, shoulder and embankments - 95X 2. All other arms - 901L G. Frost Protection: Pipes laid with less than the minimum cover over the crown and when approved by the Engineer shall be protected against freezing by Installation of rigid Insulation for the width of the trench. Insulation shall be a minimum of 2 inches thick with one additional inch of thickness for awry foot of depth o/ piping less than 5 feel. The sheets shall be placed 6 Inches above the crown of the sewer after compaction of the 6 inch lift immediately above the crown. Care shell be exercised by the Contractor during backfill and compoctim over the insulation. The sheets shall meet the compressive strength requirements of ASTM DI621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND RMDRAINS A. After the trench has been back011ad to b g��yy�ppppp���pp free berm compacted as apecifwd, checks a d� starmdralna to determine whether displacement , B. Visually inspect pipe installation by Rushing a light V between monholes m between the locations ofj{h manholes, by means of o flashlight or by reflecting sun ljg/ /v/te th mirror. -(//` C. If the Illuminated Interla of Ides/� `Ills shows poor alignment, displaced pipes, or �ys tlefmts, corral 2C� the defect' to the specified condil l o®fadditional cost to the Owner. �O R D. After visual approval of pipe, a 95% mandrel test must 8(r1 performed. nc7 to.v END OF SECTION 02225 +r SITE ENGINEER: CIYIL ENGINEERING ASSOCIATES, MC, P.O. BOX 485 SHELBURNE, VT 05w12 ,pafe5Y.Y3 -Ja2-0BbT111 wwa: xxw.ceaw.can m Q z DNARN CJG 111-ro SAV A ovrn SAV 0ANEIt: FREEDOM NISSAN PROJECT: PROPOSED PARKING LOT IMPROVEMENTS 1795 SHELBURNE ROAD SOUTH BURLINGTON VERMONT eeslilaN SITE SPECIFICATIONS END OF SECTION 02225 SECTION 02513 - BITUMINOUS CONCRETE PAVING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1Base Courses i Leveling Cwrses 3. Finish Course B. General: This work shall consist of one or more courses of bituminous mixture, constructed on a prepared foundation in accordance with these Specifications and the type of surface being placed, and in conformity with the lines, grades, thicknesses and typical • croa ...lions shown on the plans or established by the Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who we completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. All materials and installation shall be in acconclance with The Asphalt Institute Manual (MS-4) and the VAOT Standord Specifications, 1990. C. Mixing Plant: Conform to State of Vermont Standard& 0. Obtain materials from some source throughout. 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material shall not be placed when the granular subbase is wet or when the air temperature at the paving site h the shade and away from orlificial heat is as follow.: Air Temperature Pavement Degrees Fahrenheit Compacted Depth 40 Degrees or below Greater than 1 1/4' 50 Degrees or below Less than 1 1/4 PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meet the criteria as defned In the VAOT Slandord Specificatons, Division 700 err Type I (baee course) and Type R (bindercrone) & Type III (wearing course) bituminous concrete. B. Grodolim: Materials shall be combined and graded to meet composition limits specified in VAOT Standard Specification, Section 406.03. for the base course and finish course. C. Thickness of paving for drives and parking lots shall be as shown an the plans, consisting of base course and finish coupe. D. Fm pavement reconstruction areas due to trenching, the depth of each crone shall be increased by 1/2'. Pavement reconstruction caused by trench reopening due to improper plocemmt m non -approved placement shall be performed at no additional coat to the Owner. 2.02 TRAFFIC MARKINGS A. Traffic morkng paint to be foctory-mixed, meeting the requirements of the VAOT Standard Specifications, Section 7D8.08. B. Directional arrows shall be thermoplastic. PART 3 - EXECUTION 3.01 INSTALLATION A. Mall in accordance with VAOT Standard Specifications, Section 0. 3.02 EXAMINATION A. Verify base conditions under the provisions of Section 02210 - site Earthwork. S. Verify that compacted granular base is dry and ready to support paving and imposed loods. C. Verify gradients and elevations of base we correct. 3.03 PREPARATION A- Matching Surfaces: When a new ew pavement is to match on existing bituminous pavementfor a roodwoy or trench, the Contractor shall vertically smooth cut the existing p.-.nt. over the .'sting gravel base. The smooth cut shall be thoroughly leaned and coated with Emulsified Asphalt, RS-1, just prior to paving. 3.04 PREPARATION - TACK COAT A. When the bottom course of bituminous concrete pavement is left over the winter, or paving is to be made over an existing the concrete pavement, the existing surface shall be cleaned and Emulsified Aspholt applied before the next course is applied. B. Alec apply to contact surfaces of curb& C. Coal furfocn of manhole and catch basin frames with it to prevent bond with asphalt pavement. Do not tack coat these surfaces. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thickness identified on the plans. 8. Compact pavement by rolling. Do not displace or extrude pavement from position. Hand compact in areas inaccessible to rolling equipment. C. Develop rolling with consecutive passes to achieve even and smooth finish, without roller marks. 3.06 JOINTS A. Joints between old and new pavements or between successive days work shall be made so as to insure a lhoough and continuous bond between the old and new mixtures. Whenever the spreading process is interrupted long enough for the mixture to at loin its initial atobiily, the paver shall be removed from the - removed -- ' ' ' C. Longitudinal Joints that howl become cold shall be coated with Emulsified Asphalt, Type RS-1, before the odpcml mot Is placed. If they have been exposed to traffic, they shall be cut bock to a clean vertical edge prior to painting with the emulsion. D. Unless otherwise directed, longitudinol joints shall be offset at least 6" from any joint in the lower courses of pavement. Transverse joints shill not be constructed nearer than me foot from the transverse pints constructed in lower courses. 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 16 foot straight -edge at selected locations parallel with the centerline. Any variations exceeding 3/16 of an Inch belwem my two contacts shall be satisfactorily eliminated. A 10 fool straight -edge may be used on a vertical curve. The straight -edges shall be provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 Inch. C. Variation from True Elevation: Within 1/2 inch. 3.08 FIELD QUALITY CONTROL A. Permit no vehicular traffic an surfaces until thoroughly cool and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of completion of the Contract, such pavement shall be prepared at the Can expense. If the Contractor lags to make such repairs promptly upon receipt of notice to do so from the Owner, lhm the Owner may make such repairs as necessary and the Contractor shall pay the Owner for all costs Incurred In making such repairs. 3.10 MARKING PAVEMENT FOR PARKING A. Striping - Thoroughly clean the areas to receive striping and locale all striping Correct as indicated an the Cact Plans. All striping shall be 4' wide unless otherwise noted. B. Miuelloneous - Provide handicapped symbols and oil other miscellaneous signs and symbols as indicated an the Contract Plans. END OF SECTION 02513 SECTION 02515 - CURBS AND WALKS PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Concrete Curbs 2. Concrete Sidewalks PART 2 - PRODUCTS 2.01 CONCRETE A. The concrete shall have a minimum compressive strength of 4,000 psi at 28 days and shall conform to the requirements of Specification 02510 - Concrete Paving 2.02 ADMIXTURES A. Air -entraining admixture shall meet or exceed ASTM C260. Air content shall range from minimum of 5X to 7% maximum. 2.03 EXPANSION JOINT MATERIAL A. Expansionpnl material shall be premolded bituminous filler conforming to ASTM 0994. PART 3 - EXECUTION 3.01 REMOVING AND RESETTING CURB A. Salvage of Curbing: Any existing curbing which is damaged or destroyed as a result of tha Contractor's operations or fall... to protect it In o manner that would prevent Its lose err damage shall be replaced at the Contractor's expense. B. Placing: Excavation, setting pints and backflling shill be In accordance with specifications for the type of curb being removed ond reset 3.02 CONCRETE CURBS A. Excavation shall be made to the required depth and the base material upon which the curb is to be set shall be compacted to a firm, even surface. All exit and unsuitable material shall be removed and replaced with suitable material which shall be thoroughly compacted. B. Installation: The curb shall be set so that the front top line is in conformity to the line and grade required. All space under the curbing shall be filed and thoroughly tamped with material meeting the requirement. of the material for the bed course. C. Concrete Mixing and Placing: Compoclim of concrete placed In the forms shall be by spoiling or other approved methods. Forms shall be left In place for 24 hours or until the concrete has set auffiently so that they can be removed without injury to the curbing. Upon removal of the forms, the curb shall be Immediately rubbed down to a smooth and uniform surface but no plastering will be permitted. Far this work, competent and skilful finishers shall be employed. D. SectWnw Curbing shall be constructed In sections haying uniform length of ten feet, unless otherwise ordered. Sections shall be separated by open pints 1/8 Inch wide except at expansion joints. E. Exponsion Joint& Expansion pints shah be formed at the nlerwls shown on the plane using a pre -formed expansion pint finer having o thickness of 1/4 inch cut to conform to the cross-section of the curb. They shall be constructed at 20 fact Intervals or as directed by the Engineer. When the Curb is constructed adjacent to or an concrete pavement. expansion pints shall be located opposite ar at exponaim pints in the pavement. F. Bockltlling: After the concrete has set sufficiently, the 3.03 CONCRETE SIDEWALKS A. Excavation and Foundation: Excavation shall be made to the required depth and to a width that will permit placing of bed coupe material and the nstalloticn and bracing of the forms. Bed course material shall be placed to the depth and section shown on the plans. When the layer required exceeds six inches, two layers of approximately equal depth shill be placed and each layer thoroughly compacted so that it is hard and unyielding. The wetting of bed course material may be required to obtain the compaction, 8. Finishing: The surfoce shall be finished with a wooden float. No plastering will be permitted. The edges shall be rounded with an edger having o radius of 1/4 inch. The surface of the sidewalk, after the floating and screeding u process is completed, shall be finished with a broomo type approved by the Engineer, dram over the surfaceparallel to the transverse pints. Special texturing an sidewalk romps shall be installed in occordonce with construction plan details. C. Joints: Unless otherwise indicated on the plans or directed by the Engineer, expansion joints shall be placed every 20 feet. Expansion joints shall be formed around all appurtenances such as manholes, utility poles and other obstructions extending into and through the sidewalk. Pre -farmed 'Pint ruler 1/4 inch thick shall be installed in these joints. Expansion 'pint filler of the thickness indicated shall be installed between concrete sidewalks and any fixed structure such as a building or bridge. This expansion joint material shall extend for the full depth of the walk. Between the expansion joints, the sidewalk shall be divided at intervals of 5 feet by dummy joints formed by a jointing tool or other acceptable means as directed to provide grooves approximately 1/8 inch wide and at least 1/3 of the depth. When the sidewalk is constructed next to a concrete expon- on, pint material shal be placed between sidewalk and curb for the depth of the sidewalk. D Curing. During the curing period all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic shall be excluded for such additional time as the Engineer may direcL E. Backfilling: Before the concrete has been opened to traffic, the space an each side of the sidewalk shall be back Bled to the required elevalim rith suitable material, firmly compacted and neatly graded. END OF SECTION 02515 SECTION 02725 - DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Drainage pipe and appurtenances. 2 Drainage structures. B. Related Sections: 1. Section 02225 - Utility Trenching and Backfilling 1.02 SUBMITTALS A. Manufacturer- technical data for. I. Pipe and appurtenances. 7. Structures. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish ells, lees, reducing tees. wyes, couplings, mcreosers, crosses, transitions and end sections of the same type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer. 2.02 DRAINAGE PIPE AND PERFORATED PIPE A. If the Contract Plan- do not specify a particular type of pipe, at the Contractors option, the following moleriols may be used: 1. Polyvinyl Chloride pipe conforming to ASTM Specif otion 03034 or F679, (PVC) seer pipe and fittings SDR 35. 2. Corrugated Polyethylene pipe and fittings (smooth Interior) meeting the requirements of AASHTO M-294 and M-252. 2.03 CONCRETE STRUCTURES A. ASTM C478, sized as Indicated. 2.04 METAL ACCESSORIES A. Manhole frames, grates and coven: 1. Grey cast Iron, ASTM A48, as shown on plans. 2 H2O loading capability. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the areas and conditions under which storm sewer system work Is to be installed ond notify the Engineer in writing of conditions detrimental to the proper and lknely completion of the work Do not proceed with the work until unsatisfactory conditions have been corrected. 3.02 GENERAL A. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional coat to the Owner, 3.03 PREPARATION A. Hand trim excavation (where necessary) to required elevations. Correct over -excavations with fill material. B. The slopes shall be graded to match the grade as shown on the plan& Where required, end sections shall be placed and backfilled to prevent undermining. 3.05 INSTALLATION OF DRAINAGE STRUCTURES A. Precast concrete structures: 1. Place precast concrete structures and covers as shown an the Contract Plans. 2. Where manholes occur in pavement, set tops of frames and covers flush with finish surface. 3. Provide rubber joint gasket complying with ASTM C443. 3.06 INSTALLATION OF STONE FILL A. Place stone fill as shown on Contract Plans. END OF SECTION 02725 SECTION 02921 - LANDSCAPE GRADING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Finish grading; bring rough grade in areas to design elevations as shown on the drawings. 2. Topsoil: Work shall consist of furnishing, placing and shaping topsoil, or placing, spreading, and shaping topsoil farm stockpiles or stripped areas. PART 2 - PRODUCTS 2.01 TOPSOIL A. On -site topsoil shall be natural surface layers of soil stripped, grubbed, stockpiled, and conditioned, if necessary, for use in topsoiling and seeding operations. B. Topsoil shall be loose, friable, reasonably free of admixtures of subsoil, free from refuses, stumps, roots, brush, weeds, rocks, and stores 1 1/4 inch In overall dimensions. The topsoil shall also be free from any material that will prevent the formal'an of a suitable seedbed or prevent seed germination and plant growth. It hall contain not less than three (3) nor more than twenty (20) percent organic matter as determined by loss -on - ignition of oven -dried samples drawn by the Engineer. Any material which has become mined with undue Amounts of subsoil during my operolim at the source m during placing or spreading will be rejected and shall be replaced by the Contractor with acceptable material. C. Topsoil shall consist of sandy loam, loom m sit loam with the following maximum proportions of materiels as determined by sieve analysis m Inspection. 30-50 sit: 0-20 clay, and shall be dark brawn n color when dry. D. Barrow Topsoil: Provide name of source. Each source of borrow topsoil shall be nolurol surface soil from well drained areas. PART 3 - EXECUTION 3.01 SUBGRADE PREPARATION A. Clean subgrade of all slumps, stores, roots, trash or other materials which might hinder proper tilloge m spreading. B. NI surfaces an which topsoi is to be placed shall be graded to a reasonably true surface and scarified by roking, diming or other approved means to a minimum depth of two Inches before placing tops 1. 3.03 PLACING TOPSOIL A. Minimum final depth of topsoil shall be 4 inches. B. Place lopsol when seeding operations can closely follow spreading operation& Use topsoil in relatively dry state. C. Topsoil shal be spread and shaped to the lines and grades shown an the plans, or as directed by the Engineer. The depth staled in the contract to which the topsol is to be placed is that required after finol rolling of the material has taken place. All stones, roots and debris over 1 1/4 inch in diameter along with my sodding weeds and other undesirable material shall be removed. D. After shaping and grading, all trucks and other equipment shall be excluded horn the topsoiled area to prevent nsive compaction. The Contractor shall perform such work as required to provide a Irklble surface for seed germnotion and plant growth prior to seeding. E It shall be the Contractors responsibility to rntore to the line, grade and surfoce all eroded areas with approved moterial and to keep topsoiled areas in acceptable condition until the completion of the work. END OF SECTION 02921 RECEIVED JUL 2 6 2005 CRY of go, guHington SITE ENGINEER: r --_- CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX485 SHELBURNE, VT 05482 90sea52s23 PAX ixzr -PP71 cub: www.cewKcarn H70 z DRA.N CJG LHEDKED SAV APPROVE. SAV OWNER: FREEDOM NISSAN PROPOSED PARKING LOT IMPROVEMENTS 1795 SHELBURNE ROAD SOUTH BURLINGTON VERMONT DATE CHECKED R6e1RIDN SITE SPECIFICATIONS 10 CITY OF SOUTH BURLENTGTON DEPARTMENT OF PLAINNffNO & ZONPIG 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 4, 2005 Gary Lavigne 245 Southpark Drive, Suite i Colchester, VT 05446 Re: Site Plan Application #SP-05-34 Dear Mr. Lavinge: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Administrative Officer on August 4, 2005 (effective August 4, 2005). Please note the conditions of approval, including that the applicant shall obtain a zoning permit within six (6) months of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. Permit Number SP- �S - CITY OF SOUTH BURL NGTON 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 #) 05,401 2) LOCATION OF LAST RECORDED DEED (Book and page #) VpLUt1E S`]� (�AL4(a 3) APPLICANT (Name, mailing address, phone and fax #) q!5 S�(F_Q5URWE R&pA> Il, (195 S44F-Lg%jp-jjE FWAV. SoVM rsvVumtibr.). %for nswoi Dat%&&C% -Ar_u_ 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address. phone & fax #): 6AR'e LAV'iWf— '145 S0yMPA4, OR\VE I Sun- 1. ('d"E5�R, V7' 05q%0 PKQNE = 655 - So2o FAX = 655 - 4561 5) PROJECT STREET ADDRESS: A -79S Sf ML URINE. rzoov 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 15'40 -- C I *-M G 7) PROJECT DESCRIPTION a) Existing Uses on Property, (including des, GA•R DEAi.ERSNIP (1,910 5 and size of each separate use) b) Proposed Uses on property (include description and size of each new use and existing uses to remain) UWC*(ft6ep c) Total building square footage on property (proposed buildings and existing buildings to remain) VNG1Afif6Efl [ Sx(s�Nb 9,970 PwoPoSED q�97�sF) d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 0WjA 146ED e) Number of residential units (if applicable, new units and existing units to remain) t4 Ar � • i f) Number of employees & company vehicles (existing and proposed. note office versus non -office employees ): T) 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: Sq. Ft. a) Buildins: Existinc7 7,S % 94970 sq. ft. Proposed 1. $ % (1, 9 Z C sq. ft. b) Overall impervious coverage (building, parking, outside storage. etc) Existing H15.16 °% / (00, 05 sq. fr. Proposed SO.-) % / +-j %3 sq. ft. c) Front yard (along each street) Existing 26 %! 6,-70D� sq. ft. Proposed:31 _0r;3$ sq. ft. d) Total area to be disturbed during eonstniction (sq. ft.) �1 CC O * 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 ESTINLaTES a) Buildina (including interior renovations): S b) Landscaping: S f�EL'o( -qr'k c) Other site improvements (please list with cost): 4ZEP(,RcME%T aF I �Ult 10) ESTINLATED TRAFFIC a) Average daily traffic for entire property (in and out): (JWANL-C b b) A.I. Peak hour for entire property (in and out): 0 P.M. Peak hour For entire property (In and out): 1 1) PEAK HOURS OF OPERATION: QNCt{(} iC D 2 1 ?) PEAK DAYS OF OPERATION: ��IC,�IANEj�17 13) ESTIMATED PROJECT COMPLETION DATE: Fit L 2oD5 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) 15) SITE PLAN AND FEE A site plan shall be submitted which shows the information Iisted on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" 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). 3 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. PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: Ip� b REVIEW AUTHORITY: Development Review Board � ' t� P I have reviewed this site plan application and find it to be: lee/Complete //'-? ._ Inc i} iplete it �(lpjrf Planning c-Zoning or Designee 4 Savoie-Fassetts WLA # 2005013 Owner of Record 1540-01795 & 1540-01785 1795 Shelburne Road Inc. 1795 Shelburne Road, South Burlington, VT 05401 Owners of Record of contiguous properties 1540-01775 State of Vermont Montpelier, VT 1540-01801 Champ Car Care West Inc. Alexis Gahagan 1801 Shelburne Road South Burlington, VT 05401 1215-00068 Charles Freihofer Baking Co. CIO CPC Baking Englewood Cliff, NJ 07631 245 Scxith Park Drive Architectural Colchester, Vermont. 05446 Enginc;ering 802.655,5020 F'ax:802.655,6567 Plannin<, �� ww,wiemann lamphere.com ITATI ONR (Various reflectors are protected by U.S. Patent No. HOUSING - One-piece aluminum, available in small, medium, and large. Corners are welded and finished to produce a clean, sharp appearance while increasing housing strength and ensuring weather -tight construction. DOOR FRAME - Aluminum, with two captive stainless steel door fasteners to provide secure closure and easy access with no loose hardware. LENS/GASKET - Clear flat tempered glass lens (CT2H, CTM, CTL) and a contoured clear tempered glass lens (CT2V) are sealed to the lens frame with EPDM gasketing. The lens frame features a one-piece continuous gasket for maximum sealing to the housing. SOCKETS - Porcelain mogul -base sockets. All sockets are pulse -rated. LIGHT SOURCES - Pulse -Start Metal Halide, Super Metal Halide, Super Metal Halide Reduced Envelope, Metal Halide, Metal Halide Reduced Envelope, or High Pressure Sodium. Clear lamp is supplied as standard. BALLASTS - High -power factor ballast. Pulse -Start Metal Halide fixtures feature a Super CWA type ballast. Super Metal Halide, Metal Halide, and 250 watt and above High Pressure Sodium fixtures feature a CWA type ballast. 100 and 150 watt HPS fixtures feature HX-HPF ballast. All ballasts are designed for -20° F operation, and are mounted to the housing reinforcing plate. REFLECTORS/DISTRIBUTION PATTERNS - Five reflector systems and distribution patterns are available with the Citation: Asymmetrical (A), Type III (3) medium distribution pattern for increased pole spacing, Forward Throw (FT), and Forward Perimeter (FP) for perimeter lighting applications to eliminate stray light and produce a sharp backside cutoff, and Type V (5), for an even symmetrical distribution pattern. A field -rotatable reflector, which provides flexibility in distribution patterns without moving the fixture, is available with the large 1000 Watt Forward Throw Citation only. Photometric data is tested in accordance with IESNA guidelines. BRACKETS - A 2-1/2" x 5-3/8" x 6" aluminum bolt -on bracket is shipped standard with a small Citation (CT2H and CT2V). A 2-1/2" x 5-3/8" x 8" aluminum bolt -on bracket is shipped standard with a medium Citation. A 2-1/2" x 6" x 12" aluminum bolt -on bracket is shipped with a large Citation (CTL). A 6" bracket is available for CTL and CTM in single and D180° configurations. A round pole plate (RPP2) is required for mounting to Y-5" round poles (See Accessory Ordering Information chart). FINISHES - Each fixture is finished with LSI's DuraGrip® polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling, and is guaranteed for five full years. Standard colors include bronze, black, platinum plus, buff, white, green, metallic silver, and graphite. PHOTOMETRICS - Please visit our web site at www.lsi-industries.cam for detailed photometric data. c uL uS LISTED wet I...ti- OFlat -lensed fixtures meet IESNA full cutoff classification. �J B E J Sag Lens A I c 0 Bracket - 2-bolt Pattern A B C D E CT2V 20-1/8" 8" 14-5/8" 6" 11-1/4" CT2H 2O-1/8" 8" 14-5/8" 6" - CTM 25" 8" 18-3/8 8" - CTL 29" 10" 21" 12" - LUMINAIRE EPA CHART Citation CT2V CT2H 6" bracket 6" bracket CTM CTL 8" bracket 12" bracket -0 Single 1.5 1 1.4 2.2 3.2 f -iiiii D180° 3.0 2.8 4.0 6.4 % 090° 2.4 2.2 3.9 5.1 T90" 3.9 3.6 6.1 8.3 TN120° 3.9 3.6 6.2 8.5 Q90" 4.7 4.4 7.8 10.2 IU Parallel 2.4 2.2 3.9 5.1 Note: House Side Shield adds to fixture EPA. Consult factory. Catalog Number Est. Weight (lbs.) Length (in.) Width (in.) Height (in.) CT2H 30 21.5 15.5 11.25 CT2V 30 22 15.5 15.5 CTM 37 29 19.25 13.5 CTL 59 30.5 22.25 17.75 `ttr Project Name _.._.__.__.. i Fixture Type 7 Catalog --- Outdoor lighting © 2005 LSI INDUSTRIES INC. CITATION® LUMINAIRE ORDERING INFORMATION Vertical Burn FP - Forward CT2V-Small Perimeter 5 -Type V Horizontal Burn A -Asymmetrical CT2H - Small 3 -Type III FT - Forward Throw 5 -Type V Horizontal Burn A -Asymmetrical CTM - Medium 3 - Type III FT- Forward Throw 5-Type V Horizontal Burn A - Asymmetrical CTL - Large 3 - Type 111 FT- Forward Throwl 150 PSMV - Pulse -Start Metal Halide CT - Contoured 480 175 175, 250, 320 Watt Clear Tempered MT - Multi Ta$3 250 SMVR - Super Metal Halide Glass TT - Tri-Tap 320 Reduced Envelope 400 Watt 400 MH - Metal Halide 175,250 Watt MHR - Metal Halide Reduced Envelope 400 Watt HPS - High Pressure Sodium 150 Watt 100 PSMH - Pulse -Start Metal Halide F - Flat Clear 150 320 Watt Tempered 175 SMH - SuperMetalHalide Glass 250 175, 250 Watt 320 SMHR - Super Metal Halide 400 Reduced Envelope 400 Watt MH - Metal Halide 175, 250 Watt MHR - Metal Halide Reduced Envelope 400 Watt HPS - High Pressure Sodium 100,150, 250, 400 Watt 250 PSMH - Pulse -Start Metal Halide 320 320 Watt 400 SMH - SuperMetalHalide 250, 400 Watt MH - Metal Halide 250, 400 Watt HPS - High Pressure Sodium 250, 400 Watt 1000 MH - Metal Halide 1000 Watt HPS - High Pressure Sodium 1000 Watt BRZ - Bronze BLK - Black PLP- Platinum Plus BUF - Buff WHT - White GRN - Green GPT - Graphite MSV - Metallic Silver CT2H 3 400 SMHR F MT BRZ PCR EXAMPLE OF A TYPICAL ORDER 6BK - 6" Bracket (CTL and CTM)5 PCR - Photoelectric Control Receptacle6 LL - Less Lamp FOOTNOTES: 1- CTL-FT - Forward Throw reflectors are field -rotatable. 4- Tri-Tap is shipped standard for Canadian applications. Tri-Tap consists of 120V, 277V and 2- For international voltages, consult factory. 347V. Tri-Tap is pre -wired for highest voltage. Alternate voltages will require field re -wiring. 3- MT - Multi Tap is shipped standard unless otherwise specified. Multi Tap 5- A 6" bracket can only be ordered with single and D180* configurations - CTL and CTM. consists of 120V, 20BV, 240V, and 277V. Multi Tap is pre -wired for highest 6- PCR factory installed and prewired for highest voltage. Alternate voltages will require field voltage. Alternate voltages will require field re -wiring. rewiring. ACCESSORYORDERING r' r Description Order Number Description Order Number PC120 - Photocell 122514 CT2V HSS - House Side Shield 122519BLK+ PC208_-_Photocell__._ ......... ..............._ __122515 ....CT2HHSS House._Si.eShield., 1225198LK+ PC240 - Photocell._ 122516 ._._,. - ......—............ - -- CTM HSS - House Side Shield ... 122520BLK+ PC277 - Photocell 122517 _ _ CTL HSS RM - House Side Shield - Rear Mounted 122521 BLK+ PC347 - Photocell 159516 CTL HSS SM - House Side Shield - Side Mounted 239683BLK+ PC480 - Photocell 1225180 CT2H PLS - Polvcarbonate Shield CTM 168702 FK120 - Single F si g FK1 0 FK277 - Single Fusing FK277 PUS - Polycarhnnate Shield CTL PLS - Polvcarbonate Shield 122593 122524 _DFK208, 240 - Double Fusing DFK208 240 RPP2-Round Pole Plate 162914BLK+ DFK480 - Double Fusing DFK480 _ BKS-BO-WM-*-CLR Wall Mount Plate 123111CLR FK347 - Single Fusing FK347 +Black only © 2005 LSI INDUSTRIES INC. Project N Catalog Fixture Type _._._..__.._.._..__..1 r Outdoor Lighting REENBRIAR® WALL SCONCE HOUSING - The aluminum housing is available in two sizes and is a rectangular shape. All mounting hardware is stainless steel or electro-zinc plated steel. WALL MOUNT - A galvanized -steel wall mounting plate easily mounts directly to a 4" octagonal or square junction box. An EPDM gasket is supplied to be installed between the mounting plate and junction box, sealing the junction box from entrance of water. The galvanized steel universal plate allows the fixture to securely attach to the mounting plate, using a unique clamping design, which is locked into place with two hex head screws. The universal plate permits the fixture to be mounted in the uplighting position (listed for damp locations) or downlighting position (listed for wet locations). DOOR FRAME - The aluminum door frame with two stainless steel captive fasteners allows easy access into the fixture. A one piece extruded silicone gasket seals the door frame against the housing. The door swings open and is held in place by a retainer. LENS/GASKET - A flat clear tempered glass lens, which is sealed to the door frame with EPDM gasketing, is standard. An optional polycarbonate lens is available on most Compact Fluorescent fixtures. SOCKETS - HID lampholders are glazed porcelain, medium base for the Small fixture and mogul base for the Medium fixture, 4KV pulse rated. The Compact Fluorescent fixtures feature a one-piece thermoplastic socket. LIGHT SOURCES - The fixture is designed to operate with Pulse -Start Metal Halide, Pulse -Start Metal Halide Reduced, Super Metal Halide, Super Metal Halide Reduced, Metal Halide, Metal Halide Reduced, High Pressure Sodium, and single, double or triple Compact Fluorescent lamps. Lamps supplied as standard — HID (clear, shipped installed), and Compact Fluorescent (coated, 4100K). BALLASTS/ELECTRICAL COMPONENTS - Electrical components are factory - mounted in housing and prewired with voltage specific leads which extend out the back of the unit through a rubber grommet. This grommet prevents the entry of insects, dust, and moisture into the fixture. The need to open the fixture to make wiring connections is eliminated, thus making installation quick and easy. UL listed HID components with high -power factor ballasts rated for -20OF starting. Compact Fluorescent ballasts are Electronic Universal Voltage (120- 277V 50/60 Hz) or 347V (60 HZ), O°F starting. Compact Fluorescent fixtures with UE (Universal Electronic) voltage are available with an optional dimming ballast for multiple types of controls such as building lighting controls and occupancy sensors. Battery back-up is available on UE voltage only. Battery back-up starting temperature is 320E REFLECTORS/DISTRIBUTION PATTERNS - Forward Throw (FTM, FT) and Type III (3) reflectors are available. All are high performance, full cut-off distribution as defined by the IESNA (downlight position only). Photometric data is tested in accordance with IESNA guidelines. FINISHES - Each fixture is finished with LSI's DuraGrip® polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling, and is guaranteed for five full years. Standard colors include bronze, black, platinum plus, buff, white, green, metallic silver, and graphite. DECAL STRIPING - LSI offers optional color -coordinated decals in 9 standard colors to accent the fixture. Decals are guaranteed for five years against peeling, cracking, or fading. PHOTOMETRICS - Please visit our web site at www.lsi-industries.com for detailed photometric data. C @us LISTED wet location (Downlight only) Listed for damp locations. (Uptight - covered locations only) DIMENSIONS — A on Box Uenterline A B C D Small 1 171/2"1 9-5/8' 1 101/8" 5-3/8" Medium I 20" 1 13-7/16" 1 11-5/32" 1 8-1/2" 0 '9 o I.J 5-45/64" O O�O (— 7-3/4" —J Universal Mounting Plate SHIPPING WEIGHTS - Greenbriar Wall Sconce Catalog Number Est. Weight (Ibs.) Length (in.) Width (In.) Height (in.) GBWS-HID 22 24.75 22.5 12 GBWM-HID 32 24.75 22.5 12 GBWS-CFL 17 24.75 22.5 12 GBWM-CFL 24 24.75 22.5 12 l Project Name, _...--....... ....._.... i Fixture Type _-------------- Catalog #__ Outdoor Lighting © 2005 LSI INDUSTRIES INC. i GREENBRIAR® WALL SCONCE LUMINAIRE ORDERING INFORMATION GBWS 3 - Type III 50 MH - Metal Halide F- Flat Clear 120 (Small) FT - Forward 70 50, 70, 100, 1501, 175 Watt Tempered Glass 208 Throw 100 HPS - High Pressure Sodium 240 150 50, 70, 100, 150 Watt 277 175 347 FTM - Forward 26 CFL - Compact Fluorescent F- Flat Clear UE - Universal Throw Medium 32 Single 26, 32, 42 Watt Tempered Glass Electronic 42 CFL2 - Compact Fluorescent FPC - Flat Clear (120-277V Double 26, 32, 42 Watt Polycarbonate 50/60Hz) 347 (60Hz)4 GBWM (Medium) 3 - Type III FT - Forward 250 320 PSMH - Pulse -Start Metal Halide F- Flat Clear 120 Throw 400 250, 320 Watt Tempered Glass 208 PSMHR - Pulse -Start Metal 240 Halide Reduced 400 Watt 277 SMH - Super Metal Halide 347 250 Watt 480 SMHR - Super Metal Halide Reduced Envelope 400 Watt MH - Metal Halide 250 Watt MHR - Metal Halide Reduced Envelope 400 Watt HPS - High Pressure Sodium 250,400 Watt 26 CFL - Compact Fluorescent F- Flat Clear UE - Universal 32 Single 57, 70 Watt Tempered Glass Electronic 42 CFL2 - Compact Fluorescent FPC - Flat Clear (120-277V 57 Double 57, 70 Watt PDlycarbonate2 50/60Hz) 70 CFL3 - Compact Fluorescent Triple 26, 32, 42 Watt 347 (60Hz)4 GBWS 3 175 MH F 120 BRZ 45 EXAMPLE OF A TYPICAL ORDER 1. Supplied with a HX-HPF transformer as standard. Also available with a 120/277/347 volt Super CWA transformer. Consult factory. 2. If a polycarbonate lens is required on an Uplight Medium fixture in 70 CFL2 or 42 CFL3, the glass lens with Polycarbonate Shield (CHWM PLS) accessory must be ordered. 3. For international voltages, consult factory. 4. 347V CFL is not available with dimming ballast (DIM) or battery back-up (BB) options. 5. SON and SOT available on 100 Watt minimum HID fixtures. 6. Fixtures 250 Watt and below are shipped with 100 Watt quartz lamp. 320 and 400 Watt fixtures are shipped with 250 Watt quartz lamp. 7. Tamper -proof Screwdriver must be ordered seperately (See Accessory Ordering Information) 8. CFL Dimming Control by others. 9. Battery Back-up available on single, double and triple 26, 32 and 42 Watt units. On double and triple units, one lamp will be BRZ - Bronze BLK - Black WHT - White PLP - Platinum Plus BUF - Buff GRN - Green GPT - Graphite MSV - Metallic Silver PCI120 - Button -Type Photocell PC1208 - Button -Type Photocell PC1240 - Button -Type Photocell PCI277 - Button Type -Photocell SOT - Standby Quartz (Time Delay)5,6 SON - Standby Quartz (Non -Time Delay) 5.6 EQ - Emergency Quartz (separate circuit - HID only)6 TP - Tamper Proof? PMA - Pole Mount Adaptor for use with square poles PMAR - Pole Mount Adaptor for use with round poles DIM - CFL Control Voltage Dimming Ballasts C - Coated MH or PSMH Lamp BB - CFL Battery Back-up9 LL - Less Lamp Color Decals 45 — Light Gold Metallic 55 — Black 20 — Charcoal Metallic 50 — White 94 — Blue Metallic 51 — Dark Red 59 — Dark Green 700 — Aztec Silver Metallic 21 —Tomato Red ACCESSORY ORDERING INFORMATION Description Order Number Description Order Number FK120 - Single Fusing FK120+ GBWS PLS - Polycarbonate Shield for Small 172786 FK277 - Single Fusing FK277+ GBWM PLS - Polycarbonate Shield for Medium 172787 DFK208.240 - Double Fusing DFK208 240+ SW BLK - Surface Wiring Box 17 1 6B K+++ DFK480 - Double Fusing DFK480++ SCD - Tamper -proof Screwdriver WAA0 FK347 - Single Fusing FK347+ + Available an HID fixture only. ++ Available on HID Medium fixture only. +++SW BLK not compatible with PMA or PMAR option. © 2005 LSI INDUSTRIES INC. Project Nam Catalog #_..... Fixture Type ....... Outdoor Lif;htinA CITY OF SOUTH BURLINGTON DEPARTMENT OF PI AIMING & ZONE14G 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August Io, 200I Mr. William Savoie 345 Meadow Ridge Road Williston, Vermont 05495 Re: Site Application - 1785 Shelburne Road Dear Mr. Savoie: Enclosed please find a copy of the Finding of Facts of the Development Review Board meeting on July 24, 200I (effective date August 9, zooi). Please note the conditions of approval, including that a Zoning Permit be obtained within six (6) months or this approval will be null and void. If you have any further questions, please feel free to contact me. Sincerely, Sarah MacCallum Associate Planner Enclosure Td CITY OF SOUTH BIJRLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 21, 2004 Gary Lavigne 245 South Park Drive Suite 1 Colchester, VT 05446 Re: 1795 Shelburne Road Dear Mr. Lavinge: Enclosed, please find a copy of the minutes from the March 2, 2004 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsytonough i Administrative Assistant Encl. DEVELOPMENT REVIEW BOARD 2 MARCH 2O04 Sketch Plan application #SD-04-05 of 1795 Shelburne Road, Inc., for a planned unit development consisting of. 1) subdividing a 12.16 acre parcel at 68 Nesti Drive into two parcels of 6.05 acres and 6.11 acres, 2) merging the 6.11 acre parcel with the 3.04 parcel at 1795 Shelburne Road, and 3) making site modifications to parking layout and expanding parking area for existing auto sales, service and repair facility at 1795 Shelburne Road: Mr. Lavigne showed the lots in question and which parcels would be merged. They will also redo the parking. The entrance to the Nissan facility would be moved as well. Mr. Lavigne showed the areas for customer and employee parking. Landscaping will be included at the next stage of the plans. Mr. Dinklage asked if there is any way to bring the front yard coverage more into compliance. Mr. Lavigne said there is a possibility of adding more grass. Mr. Belair raised the question of an access between the 2 properties so customers can go from one to the other without having to go back onto Shelburne Rd. The applicant said they would look into this. Mr. Belair had no other issues. As there was no further business to come before the Board, the meeting was adjourned at 10:15 p.m. ti Clerk C) q - 2y q ,Date CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date- February 24, 2004 \drb\sub\shelburn e_road_inc\sketch.doc Plans received: February 5, 2004 SKETCH PLAN APPLICATION #SD-04-05 1795 SHELBURNE ROAD Agenda #8 Meeting date: March 2, 2004 Owner/Applicant Owners 1795 Shelburne Road, Inc. Charles Freihofer Baking Company 1795 Shelburne Road c/o CPC Baking S. Burlington, VT 05401 Englewood Cliff, NJ En_gineerin_q Property Information Wiemann Lamphere Tax Parcels 1540-01795-C & 1215-00068-C 245 South Park Drive, Suite 1 C2 District; Traffic Overlay Zone 5 District; Colchester, VT 05446 and Bartlett Brook Overlay District Location Map e � • . ~4 G f 1 o r r Il�Fc ifefbpn. i w- a �7. *� �'. _ � bt i` w 6 /� w M� ... �"�^ JF v CITY OF SOUTH BURLiNGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\shelburne road inc\sketch.doc PROJECT DESCRIPTION 1795 Shelburne Road, Inc., hereafter referred to as the applicant, is requesting sketch plan review for a planned unit development consisting of: 1) subdividing a 12.16 acre parcel at 68 Nesti Drive into two (2) parcels of 6.05 acres and 6.11 acres, 2) merging the 6.11 acre parcel with the 3.04 acre parcel at 1795 Shelburne Road, and 3) making site modifications to parking layout and expanding parking area for existing auto sales, service and repair facility at 1795 Shelburne Road. The subject properties contain approximately 15.2 acres and are located in the Commercial 2 (C2) District. Portions of the subject properties fall within the Bartlett Brook Overlay District and the Traffic Overlay Zone 5 District. COMMENTS Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the sketch plan submitted on February 5, 2004, and have the following comments, ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. 1795 Shelburne Road. Parcel C2 Zoning District Required Existing Proposed ♦ Min. Lot Size 40,000 ft. ------ 9.09 acres ♦ Max. Building Coverage 40% ------ 2.52% ♦ Max. Total Coverage 70% ------ 33.3% _ Max. Total Front Yard Coverage 30% 30% 41.2% ^Min. Front Setback 50 ft. 50 ft. 40 ft. �I Min. Side Setback 10 ft. 13 ft. 13 ft. �l Min. Rear Setback 30 ft. 55 ft. 55 ft. Table 2. 68 Nesti Drive Parcel C2 Zoning District Required Existing Proposed ♦Min. Lot Size 40,000 ft. ------ 6.05 acres ♦ Max. Building Coverage 40% ------ ------ ♦ Max. Total Coverage 70% ------ ------ ♦ Max. Total Front Yard Coverage 30% ------ ------ Min.. Front Setback 30 ft. 135 ft. 135 ft. Min. Side Setback 10 ft. 80 ft. 80 ft. Min. Rear Setback 30 ft. ±650 ft. 175 ft. ♦ additional information required A will create a non -complying structure Front Yard Coverage The 1795 Shelburne Road parcel currently has a 30% front yard coverage, which is in compliance with the Land Development Regulations. However, as part of the Route 7 expansion project, the State of Vermont acquired a portion of the applicant's property to increase the public right-of-way. This loss of property increased the applicant's front yard coverage to 41.4%, which is not in CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\shelburne road inc\sketch.doc compliance with the Land Development Regulations. However, because the applicant sacrificed land for the benefit of the Route 7 project, and the proposed project is not increasing the applicant's front yard coverage, staff feels this front yard coverage increase is justified without modification. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs shall comply with the following standards and conditions: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. The proposed project will not alter water supply or wastewater disposal on the subject property. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 1. The plans should be revised to include grading and erosion plans and details, prior to submittal of the preliminary plat application. (c) The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. 2. Prior to submittal of the preliminary plat plans, all curb -cuts to the subject properties should be clearly depicted. In addition, the width of any curb -cuts should be noted. Circulation on the subject properties will remain unchanged and no additional traffic management strategies are necessary as a result of the proposed project. (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The Bartlett Brook runs through the northern portion of the subject property. Pursuant to Section 12.01(C) of the Land Development Regulations, all development shall remain outside of a 50' wide buffer from the centerline of the stream. The plans indicate a 50' buffer boundary line extending from the centerline of the Bartlett Brook. The proposed parking lot expansion and the existing parking spaces are outside of this buffer. (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed project will not alter the compatibility of the subject properties with the planned development patterns in the area. CITY OF SOUTH BUkuNGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\shelburne road inc\sketch.doc (� Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. Open space on the subject properties will remain unchanged for the most part. The 1795 Shelburne Road parcel is proposing to add parking to the site, but the location of open space will remain on the northerly portion of the subject properties. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff does not feel the proposed project is creating and alterations that require review by the South Burlington Fire Department. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The proposed amendment will not alter the ability of the roads, recreation paths, landscaping, utility lines, and lighting to be extended to adjacent properties. The applicant is proposing to construct a stormwater retention pond on the northerly portion of the property. 3. Details of the proposed stormwater retention pond should be submitted with the preliminary plat application. A sidewalk will be constructed in front of the 1795 Shelburne Road property as part of the State of Vermont's Route 7 project. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 4. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. 5. The City Engineer shall review the plans prior to final plat approval. Uj) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The proposed project will not create any alterations that will make the subject properties inconsistent with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations, any PUD shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING ldrb\sub\shelburne road inc\sketch.doc (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. The applicant is proposing to add approximately 117 parking spaces, plus an additional area designated for overflow parking. These additional parking spaces, which will create a total of 257 parking spaces plus overflow parking, are intended for the display of automobiles. Staff notes that the applicant can identify the entire area intended for auto display and label it as "auto sales display", without depicting each individual space. If the applicant decides to do this the number of striped parking spaces for the subject property should be determined, pursuant to Section 13.01 of the Land Development Regulations. 6. The plans should be revised to clearly indicate the size of the existing structures, prior to submittal of the preliminary plat plans. 7. The plans should be revised to clearly label any parking spaces intended for customers and/or employees on the 1795 Shelburne Road parcel, prior to submittal of the preliminary plat plans. 8. The plans should be revised to clearly label any parking spaces intended for customers and/or employees on the 68 Nesti Drive parcel, prior to submittal of the preliminary plat plans. 9. The plans should be revised to depict a bicycle rack, pursuant to Section 13.01(G)(5) of the Land Development Regulations, prior to submittal of the preliminary plat plans. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposed project will add parking spaces to the 1795 Shelburne Road parcel. All of this additional parking is proposed to be located to the rear and side of the existing building. (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 proposed project will not alter the height of any of the existing structures on the subject properties. No additional structures are proposed at this time. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. (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. This requirement is not applicable to the proposed project. (f) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\shelburne road inc\sketch.doc This requirement is not applicable to the proposed project. 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. Staff feels that the applicant should provide an access easement that crosses the proposed property boundaries to facilitate an access drive between the two properties, if and when this access makes sense. (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 South Burlington Land Development Regulations, any new utility lines 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). 10. The plans should be revised to clearly depict any dumpsters on the subject properties, adequately screened, prior to submittal of the preliminary plat plans. (d) Landscaping and Screening Requirements The proposed amendment will not trigger the need for any additional site landscaping. However, depending on how the applicant proposes the parking layout for the subject property, this project may have to comply with Section 13.06(B) of the Land Development Regulations, which requires internal landscaping in any parking area containing twenty (20) or more parking spaces. 11. If the applicant proposes twenty (20) or more individually striped parking spaces on the subject property, the plans shall be revised to comply with Section 13.06(B) of the Land Development Regulations, prior to submittal of the preliminary plat plans. Other 12. The plans should be revised to indicate the property sizes, as they exist today, prior to submittal of the preliminary plat plans. 13. The plans should be revised to depict all impervious areas on the subject properties, prior to submittal of the preliminary plat plans. 14. Pursuant to Section 15.06(B)(6) of the Land Development Regulations, the plans shall be revised, prior to submittal of the preliminary plat plans, to include a complete survey of the subject CITY OF SOUTH BUki_INGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING ldrb\sub\shelburne road inc\sketch.doc properties prepared by a licensed land surveyor, showing the location, bearing and length of every street line, lot line, and boundary line. 15. Pursuant to Section 13.06(B) of the Land Development Regulations, the plans should be revised to show snow storage areas in areas that will minimize the potential for run-off, prior to submittal of the preliminary plat plans. 16. The applicant should submit, with the preliminary plat application, a point by point lighting plan in compliance with Appendix A.9 and Appendix A.10(b) of the Land Development Regulations. RECOMMENDATION Staff recommends that the applicant address the numbered items in the "Comments" section above to the satisfaction of staff, prior to the submission of a preliminary plat application. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Bill Nedde, Krebs & Lansing Consulting Engineers, Inc. i 0 a s m t� CENTRAL VT � � " RAILROAD 0j, ,�� ,.���, sO e SOUTH PARCEL ' 6.05 ± ACRES TOTAL (HATCHED) EXISTING OVERALL COVERAGE 57% t (3.42 ± ACRES) I t t I 1 / 1 1 Y/ I t t v 1 I 1 1 1I 1l t 1 1 1540 01835 t rn PECOR AUTO P.O. BOX 132 ESSEX JCT, VT 05452 p O tf t b 1 I 1540 01691 MAC /2 HOLDINGS, LLC 1233 SHELBURNE RD. 1 1540 01693 FLAGG, DAVID do BARBARA P.O. BJERICHO,IVT P t loo� ' t NORTH PARCEL EXISTING 9.19 ± ACRES TOTAL PROPOSED 9.09 ± ACRES TOTAL (SHADED)(AS RESULT OF STATE TAKING LAND) EXISTING BUILDING COVERAGE 2.50% (.228 ± ACRES) PROPOSED BUILDING COVERAGE 2.52% (.228 ±ACRES) EXISTING OVERALL COVERAGE 16.2% (1.48 ± ACRES) PROPOSED OVERALL COVERAGE 33.3% (3.02 ± ACRES)(INCLUDING OVERFLOW PARKIN( EXISTING FRONT YARD COVERAGE 30% PROPOSED FRONT YARD COVERAGE 41.4% (AS RESULT OF STATE TAKING LAND) /— — — �AOTNEW SO' E'IBACK AS PARE OF AOT W S 7 RE.GUH97RU T OF PRmcT F--1540 01795 (851 1540 01775 rRew PROPOTT UrE 1795 SHEL13URNE ROAD INC. STATE OF VERMONT JI. 1795 SHELBURNE RD MONTPEUER, VT S. BURLINGTON, VT 1795 Shelburne Road Inc. Site Plan X L retlictLscS(NJTHBURUNGTON VERMONTSCALE: I"=I(i(1' DATE: NF.BRUARI'S.�K14 3.6361/wvv.uinmmismp„e,esom 01/30/2004 14.35 FAX 802 864 1603 DINSE KNAPP McANDREW 01/30/04 14:12 FAX 215; 038 S1R09MANN Aus.14. 2003 3;15Pkf Hickok b Boardpan 802 663 1602 Aug 14 Oa 12:28p W L A IQ OQJ/005 V 002/005 No.C28 P. A 802-855-6567 p,2 C= OF SO= BLR,t',TGTOIT DEPAAMLNT OF -=LANi M,,jG a Z40rgL 45 75 rOASET ST M SOUTa BLWLyGP N, VT:,PXOI r.-, 06403 =1846-4 t% FAX MM) 546-1101 Pemit N=bcr APPLICATION FOR SUBDIVISION SKETCH PILAN REVEW 111 information reaueattr-4 on thiS application tntrst bt ecrApleted in full. fQitutO to provide the t ,-gqueszed infommtion eicwr on this application fbrrn or on. the plans will. result tayour application being :-+:jetted and a delay in the r-- A wv before the D.evblopn=r Rcview Board, For amettdracau. picaso ;Wm de port wat lufa madon Only.. 1) OW-IER OF RECORD (N=c tits shown on dad. ma;iing acld::ss, pbone =d fax 2, LCCAMr4 OF LAST RECORDED DEED (Book and page T) o r� _ 3 Z pie • rs 3) A"UCANI• (Name, Virg addcaesa, phone end fix —_� 4) APPLICANT'S L.EGRL, rAT ST IN IIiEPROPERTY (f-- simple, Option, etc,) pLMSkSA< 5) CONTACT PJERSON QN=e. maibug nddress, phone and fax SvvW PA oF. K bxr(%2z— < o rY27 / rr r 6) PROJECT S'YRRn ADDRESS:��q 7) TAX PARCEL ID u (con be obuined at Assessor's Office) 15�o of �9S 8) PROJECT DESGRXP'I'ION 1) Existing Uses on ?7rqxry (iactud ug descrionon and size of is scptrr�rre se) ��G�RSff1f' C 9� �'70 5�,� BF;•K�,�2.�2 R�lS 5F) _� b) Proposmd Uses on prop" (indude dm*,tion etnd size of each new use and c:Yi!rdng uses to rcmain)��� n) Total building square FDOMge oA property (pro sect buildings and existing buiidino to mma t) r�1.170 S 0P0SED? �b s 1 01/30/2004 14 35 FAX 802 864 1603 DINSE KNAPP McANDREW ItO04/005 01/30/04 14:12 FAZ 215 )e88 STROEE NN 61003i005 Aos-14. 2003 3:I5PM Hickok & Boardman 802 863 1602 No-4126 P. A ` Rug 14 03 la 28p W L ti @0�-665=8567 P�3 d) ?-0PW,:d icc-3pt of hildinng (i apQlicabir) c� Nt;taher GT roside�aai ;tnit:s (i' nbpliccbie, rtaw lairs and o.$ pniC �o npLtGRC=LL. t) Othcr (list any other ix*m urion Pcetiue�t to this av+ulimtiou cot n= if Ovp1•jmy bistricm att apphcabta) spC iAcally raaut=d abovo, pleas 2 4) LOT COVERAGE P-) Buiidln; ZxLnU3g2• 15 % Praposcd �' b) Overall (buadingo oem�icle eoc F'd8tin Ke1% Pinoo) 24 . - _% c` Front yard (atloas each stmto E,dstin Y &--DV' 16 P op"ed Cam% 10) TY11K OF =STD,)G OR PROPOSED � ..rS ON 1✓R cuve,.-=M 1e�, qtq of way, abe Ty eadem ts. [CFfAmp t4rN W�q G(sRilx A ��t- /7s� , _ 1 1) PROP IED -rON, p_aOCAI't1JN. OR 11dOD CAIiON a etc. QF "'Wt�ry sewer, water supply, streem stosMUxIt�AL FACILt ) pQ�SE p N'� w S RM t•_r� � i 3) O`►41tiTM OF RECORD OF ALL COh-nGU6US MWPERT Es a N� may be providCd on a sep� attacked shccs) 5 - A EwDRE.ssEs (rhi, 13) EST?4+TED PROJECT COMPLEno DATE 2Q0 14) PLANS AND F� plat P1�S :ball be submitted wtticb shows fee tLe size copies one reducad co formapo� listed on Exhibit Aacbed Five S rp�ar aPplicarioa ffee py (11" x 17^) of the PIans 11"Je1 bye 9ubmitr & A elkt�ch subdi sioa1, &ve. 01/30/2004 14:36 FAX 802 864 1603 DINSE KNAPP MtANDREW it 005/005 01/30/04 14:13 FAI 215 gas Momnam 1 J;i004/005 r* Aug, 14. 2003 3:16PM HI;kok & Boardman 802 663 1,602 No,4128 P. 1/6 ft�C I* d9 1Z: 20P W L A ®Oc-655,6567 P, 4 I hemby kitify that all' dUa inf0=RIi0n MqucMd as pan of this application has-been subvducd and is accurate to d n bat ofzu kriowledge. STGNA OF APFUCAV- Ir SIGNATU13 OF FR2MTY OWNER 61 50 taot vAim brl;w ii s lixe DATE OF SUH1�tY.4.S30N_ �' J I bawe mvie"d dais_alaea b VI= application and feed it to be:' Savoie-Fassetts WLA # 2003034 Owner of Record 1540-01795 & 1540-01785 1795 Shelburne Road Inc. 1795 Shelburne Road, South Burlington, VT 05401 Owners of Record of contiguous properties 1540-01691 Mac #2 Holdings LLC 1233 Shelburne Road South Burlington, VT 05401 1540-01693 Flagg, David & Barbara P.O. Box 1078 Jericho, VT 05465 1540-01775 State of Vermont Montpelier, VT 1540-01801 Champ Car Care West Inc. Alexis Gahagan 1801 Shelburne Road South Burlington, VT 05401 1540-01835 Pecor Auto P.O. Box 132 Essex Jct., VT 05452 1215-00068 Charles Freihofer Baking Co. C/O CPC Baking Englewood Cliff, NJ 07631 �rchitcc€i3ta 245 South Park Drive Colchester, Vennont 05446 Engineering 802.655.5020 - Fax: 802.655,6567 Planning; www.wiewinlantphere.coin CITY OF SOUTH BURLINGTONR E r. E I V E D DEPAIRTMEY17 OF ]PLA114I'-TING & ZO1 INN 575 DORSET STREET SOUTH EURLINGTO1 T, VERMONT 05403 (802) 846-4106 F'Al: (802) 846-4101 f� Permit Number SP-L- 7 APPLICATION FOR SITE PLAN REVIEW AL03 20 City of So. Burlington All information requested on this application must be completed in full. ;:allure to provide the requested information zither 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 #) -7, U, i 'C'/ /. _ / 4)y j J 1.e,/ 6. 4 i2 J 1" 2) LOCATION OF LAST RECORDED DEED (Book and page 3) APPLICANT (Name, mailing address, phone and fax #) J'L g des /y!,_ SG 4) CONTACT PERSON (Name, mailing address, phone and fax #} JC1 W ,rG 5) PRO,PECT STREET ADDRESS: --)= .11z G /S �r�s-c. �✓, `/ d ei) TAX PARCEL TD # (can be obtained at Assessor's Office) 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) b) Proposed Uses on property (include description and size of each new use and existing uses to remain) d 4rn� c) Total building square footage on property (proposed buildings and existing buildings to remain) /170174- d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine)/% U,W— e) Number of residential units (if applicable, new units and existing units to remain) '07 d�t� f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) o r ej , , c it - ) ,1"1 a. �1 Other (list any other inknnation pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8) LOT COVERAGE a) Building: Existing i % Proposed % b) Overall (building, parking, outside storage, etc) Existing % Proposed c) Front yard (along each street) Existing % Proposed 9) COST ESTWATES a) Building (including interior renovations): $ -67- b) Landscaping: c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): /Oo -//(,) b) A.M. Peak hour for entire property (in and out): c)'012V. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 12) PEAK DAYS OF OPERATION: 13) ESTEVIA'FED PROJECT COMPLETION DATE: V// /0 14) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regidar size copies and one reduced copy (I I" 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). W 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. �ti-� tom. 1Z,� �c, `4 OF APPLICANT SIGNArJRE OF PROPtRTY OWNER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board ❑ Director, Planning & Zoning I have reviewed this site plan application and find it to be: ❑ Complete ❑ Incomplete Director of Planning & Zoning or Designee Date CITY OF SOUTH BURLINGTON DEPARTMENT OF PIING & ZONING 575 DORSET STREET SOUTH DURUNGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 6, zooi Mr. William Savoie 345 Meadow Ridge Road Williston, Vermont 05495 Re: Site Plan Application — 1785 Shelburne Road Dear Mr. Savoie: Enclosed please find a copy of the minutes of the Development Review Board meeting of August 7, zooa. If you have any further questions, please feel free to give me a call. Sincerely, Raymond J. Belair Administrative Officer Encl./td DEVELOPMENT REVIEW BOARD 7 AUGUST 2001 PAGE 6 Mr. Belair said there is enough space for 22 parking spaces. Staff wants the plan revised to show the spaces. The area is all paved. In addition, one trailer doesn't meet the setback requirement. Mr. Anderson said that is because of access to a loading dock. Mr. Kupferman said the trailers seem permanent to me. Members wanted the parking striped Mr. Cameron moved that the Board approve site plan application #SP-01-43 of W. Thomas Anderson subject to the stipulations in the draft motion of 7 August 2001. Ms. Quimby seconded. (Motion passed unanimously. 11. Site plan application #SP-0144 of J.W.J. Realty to amend a site plan for a parking lot for automobile display. The amendment consists of coverage and circulation modifications: Mr. Belair said there are .2 issues: a 15 ft. green strip along the front in which the applicant shows 3 displays areas. The applicant said they will make sure that area is not encroached on. Mr. Belair also noted the original plan called for some shrubs and the new plan doesn't show any. Staff wants some landscaping in front. The applicant said they can put in some low shrubs. Mr. Farley moved the 'Board approve Site Plan Application #SP-0144 of J.W.J. Realty subject to the stipulations in the draft 'motion of 7 August 2001. Ms. Quimby seconded. Motion passed unanimously. 12. Sketch plan application #SD-01-41 of Kenneth Smith for a boundary line adjustment between 45 and 49 Commerce Ave: Mr. Hensen and Mr. Smith noted that the aim is to purchase additional land for expansion. They will put in a paved parking lot with a landscaped berm between the parking lot and the wetland. IVIr. Belair noted they cant have parking within 50 ft. of the wetland and will have to move it. Site plans will have to be amended when they come in for approval. Mr. Hensen said the drainage pond is working fine. (Members had no problem combining preliminary and final plat. General Discussion: Members discussed some suggestions for expediting meetings. As there was no further business to come before the Board, the meeting was adjourned at 11:15 p.m. cdq `i /0 Cle� J I Architects 30 South Park Drive Colchester, VT 05446 Fax: 802 655 6567 Tel: 802 655 5020 E—mWIEMANN LAMPHERE URL: www.wiaonline.com om UR : www.wloonline.com SSETBACK FOR CONSERVATION ZONE [��n TING EDGE PAVING , I I _ I I I I II D15P�P,Y EXISTING TIA7t P 3 Ala G COVtgAGE) I I NOTE: -- I ALL TREES SHRUBS TRANSPLANTED TO • I ISLANDS. DPW ® ON =ovt `( t cz" G pVE� -- (23a10) NISSAN PARKING SOUTH BURLINGTON, VT EXISTING TREE LINE C/,) O �-- e Q SITE -PLAN _(NEW) SCALE: 1 --30' SHEET TITLE: DRAWING NO. DATE: PROG 06/20/01 DRAWN BY: DMS SITE PLANS XX CHECKED BY: GL PAnlrPT. nnngnel? August 7, 2001 MOTION OF APPROVAL I.W. 1. REALTY I move the South Burlington Development Review Board approve site plan application #SP-or-44 of J.W. J. Realty to amend a site plan for a parking lot for automobile display. The amendment consists of coverage and circulation modifications, 1785 Shelburne Road, as depicted on a plan entitled "Nissan Parking South Burlington, VT", prepared by Weimann Lamphere Architects, dated 6/20/01, with the following stipulations: i. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. z. The plan shall be revised to show the changes below and shall require approval of the Director of Planning & Zoning (hereinafter Director). Three (3) copies of the approved revised plan shall be submitted to the Director prior to permit issuance. a. The site plan shall be revised to provide a 15 foot green strip along the front property line as required under Section 25.107 of the zoning regulations. b. The site plan shall be revised to show a row of shrubs in the front yard as previously approved. 3. Any change to the site plan shall require approval by the South Burlington Development Review Board. August 7, 200I MOTION OF APPROVAL J.W. J. REALTY I move the South Burlington Development Review Board approve site plan application #SP-or-44 of J.W. J. Realty to amend a site plan for a parking lot for automobile display. The amendment consists of coverage and circulation modifications, 1785 Shelburne Road, as depicted on a plan entitled "Nissan Parking South Burlington, VT", prepared by Weimann Lamphere Architects, dated 6/20/01, with the following stipulations: i. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. z. The plan shall be revised to show the changes below and shall require approval of the Director of Planning & Zoning (hereinafter Director. Three (3) copies of the approved revised plan shall be submitted to the Director prior to permit issuance. a. The site plan shall be revised to provide a 15 foot green strip along the front property line as required under Section 25.107 of the zoning regulations. b. The site plan shall be revised to show a row of shrubs in the front yard as previously approved. 3. Any change to the site plan shall require approval by the South Burlington Development Review Board. PLANNING COMMISSION 10 NOVEMBER 1992 Page 5 Mr. Bishop said the Chittenden is making this application alone and Mr. Collins noted that Heathcote supports it. Mr. Burgess said if the Chittenden is making the application alone, it is inappropriate. If it is a joint application, the Commission will ask the applicant to show what has changed since the decision was made. Mr. Collins said Heathcote is willing to join the application. Mr. Bishop noted that Heathcote has appealed to Superior Court. He noted the Chittenden has been under a confidentiality agree- ment with Farrell and couldn't discuss the plan the Commission has just seen. He felt this plan made a significant difference to their appeal. Mr. Burgess noted this was only a sketch plan. Mr. Sheahan added there is nothing to indicate it will ever get built. Mr. Craig said it wouldn't matter if 5 banks were built on the Farrell property. There is nothing to say this banking operation wouldn't continue. Members found there was no substantial change to warrant the extention. Mr. Crai moved to continue the a lication until 17 November to allow the Cit Attorne to draft a motion. Mr. Sheahan seconded and the motion passed unanimously. 5. Site plan application of Tim Purcell for construction of a parking lot for automobile display, 1785 Shelburne Rd: Mr. Woods said the lot would be for 38 cars. Mr. Purcell said there is a question of the stream in back which requires them to stay 50 ft. away. He said their surveyor said it is only a drainage swale. If the Commission consents, they would like to put in one more row of parking. They propose to ,,,build the sidewalk only to the edge of the CO Zone because of the very steep bank. Mr. Weith noted the Shelburne Rd. plane are to acquire a 6 foot right of way from this applicant's property. He felt it didn't make sense to build a sidewalk that would only have to be torn up. Mr. Austin suggested the applicant build the portion of the sidewalk they could build and contribute for the rest. A major- ity of members agreed with this. Mr. Austin moved the Commission a rove the site pkaij, a lication of Tim Purcell for construction of a arkin lot for automobile dis la as de icted on a lan entitled "New Parjkigg, Lot for PLANNING COMMISSION 10 November 1992 page 6 Kniqht Acura dated October stipulations: Auto Sales," prepared 1992, last revised 1 U ordon G. Woods Associates 921with the following 1. All kkgtjt_igg shall be shielded cut-off luminaire and shall not cast li ht be and the ro ert line. An chan e in ro osed li htin shall be a roved b the_qkty Planner rior to im la- mentation. 2. The applicant shall be made aware that no fill or anv other t g of distrubance shall be allowed in the Conservation Zones crossin the property. The slope of the fill area shall be properly_stabilized with appropriate plantings, rip -rap, or other acceptable method/material. 3. The lan shall be revised rior to construction to show a sidewalk to be constructed from the ro'ect access north to the CO Zone. The a licant shall contribute to the cit 's sidewalk fund $15.00 er linear foot for the remainin fronta g alon Shelburne Rd. where a sidewalk will not be constructed. 4. The applicant shall obtain a zonin buildin ermit within 6 months or this approval is null and void. Mr. Crai seconded. Motion passed unanimously. 6. Site plan application of Merrill Jarvis to alter an existing building by constructing a 1206 sq. ft. addition for theatre use and a 484 sq. ft. canopy, 1216 Williston Roadl Mr. Dugan said there would be no impact on parking as there will be 32 fewer seats in the theatre. There are 259 spaces existing today. Landscaping has been beefed up. They have substituted honey locust for the crab apples originally proposed. Mr. Austin moved the Commission _approve_ the site_plan_ _application of Merrill Jarvis to modif an existin buildin b constructin a 1206 s ft. addition for theater use and a 484 s . ft, cano as de icted on a lan entitled "Addition to Merrill's Showcase,,' re ared b Michael an and dated 10 22/92, ast revised 11 29 92 with the folowin stipulations: 1. All revious __approvals and sti ulations which are not su er- seded by this approval shall remain in effect. 2. This _approvaljs conditioned on a maximum of 930 seats in the theater. An increase in seats shall re uire Plannin Commission approval. 3. The._plan_ shall be revised rior to issuance of a zonin build- City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 January 31, 1995 William Savioe JWJ Realty, -Inc. 1089 Shelburne Road South Burlington, Vermont 05403 Re: Zoning Violation at 1785 Shelburne Road Dear Mr. Savioe: ZONING ADMINISTRATOR 658-7958 Please be advised that based on information available to the City, you are in violation of Section 3.404 and Section 26.10 of its Zoning Bylaws. Specifically, you have initiated the following activities on the above -described property: Cut and removed trees and vegetation within the Conservation and Open Space District not necessitated by a permitted or conditional use. You have seven ( 7 ) days from the date of this letter to discontinue this violation and take appropriate remedial action. Specifically, you must accomplish the following: Replace all trees and vegetation to return the site to its original condition. If you do not accomplish the actions directed in this letter within seven (7) days of the date of this letter, the City may pursue this matter in court. In such court proceeding, the City will be entitled to seek appropriate injunctive relief and fines of up to $50.00 per day for each day your violation continues beyond the seven (7) day period provided in this letter. If the violation described in this letter occurs again within twelve (12) months of the date of this letter, you will not be entitled to receive a further Notice of Violation from the City before the City pursues further enforcement proceedings. William Savioe Zoning Violation January 30, 1995 Page 2 You may appeal this Notice of Violation to the Board of Adjustment by filing a written notice of appeal within fifteen (15) days of the date of this letter with the Clerk of the Board of Adjustment at the following address: 575 Dorset Street, South Burlington, Vermont 05403. If you have any questions regarding this letter, please call me at the telephone number set forth above. Sinc ely, R d J. Belair, Zoning and Planning Assistant RJB/mcp pc: Dianne L. Kenney, Esquire Richard Ward Certified letter #P 280 219 077 1 KNIGHT ACURA QT 1795 Shelburne Road, South Burlington, Vermont 05403-7721 Phone 802-863-5400 or 800-888-9133 • Fax: 802-863-3744 December 3, 1993 Raymond J. Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Zoning Violation, Landscaping at 1795 Shelburne Road Dear Mr. Belair: This letter is in reference to our telephone conversation of last week. Please be advised that we will have the remaining 23 plants in place by May 15, 1994. Sorry for the misunderstanding, and thank you for your help. Sincerely, 44/ Steven F. LaBombard General Manager ACURA PRECbk)N CRAMD KK(*MANCE City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 November 23, 1993 Richard A. Knight, Sr. Knight Acura 1795 Shelburne Road South Burlington, Vermont 05403 Re: Zoning Violation, Landscaping @1795 Shelburne Road Dear Mr. Knight: ZONING ADMINISTRATOR 658-7958 Please be advised that you are in violation of Section 19.10, Site Plan Review of the South Burlington Zoning Regulations. Your violation consists of not installing all the landscaping required as part of the 11/10/92 approval for the expanded parking lot. Only six (6) plants were installed and the plan calls for a total of 23 plants. Pursuant to 24 VSA 4444, you have seven (7) days in which to correct this violation or be subject to legal action and fines of up to fifty ($50) dollars per day for each day the violation continues. Your cooperation in complying with the City's zoning regulations will be greatly appreciated. If you have any questions, please give me a call. Sincerely, i Raymond J. Belair, Zoning and Planning Assistant RJB/mcp cc: Richard Ward Certified letter #P 313 382 963 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 September 8, 1993 Richard A. Knight, Sr. Knight Acura 1795 Shelburne Road South Burlington, Vermont 05403 Re: Required Landscaping @1795 Shelburne Road Dear Mr. Knight: This is to follow up my letter letter I asked you to implement parking area as soon as possible. been installed. ZONING ADMINISTRATOR 658-7958 to you dated 5/24/93. In this the landscaping plan for the new To date this landscaping has not This landscaping must be installed this fall. Failure to do so will constitute a zoning violation and you may be subject to legal action and fines of up to $50 per day for each day the landscaping is not planted. If you have any questions, please give me a call. Sinc ly, Raymo d J. Belair, Zoning and Planning Assistant RJB/mcp cc: Richard Ward City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 May 24, 1993 Richard A. Knight, Sr. 1795 Shelburne Road South Burlington, Vermont 05403 Re: Motor Vehicle Display in Landscaped Area Dear Mr. Knight: ZONING ADMINISTRATOR 658-7958 This is in regards to your use of the landscaped area in front of your new parking lot for vehicle display. Please be aware that this practice is not allowed. In a related matter, please implement the landscaping plan for the new parking area. All plant material should be installed as soon as possible. If you have any questions, please give me a call. Since ly, Raymond J. Belair, Zoning and Planning Assistant RJB/mcp City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 February 17, 1993 Gordon Woods, Architect 104 Church Street Burlington, Vermont 05401 Re: Knight Parking Lot, 1785 Shelburne Road Dear Mr. Woods: ZONING ADMINISTRATOR 658-7958 Enc�osed please find a copy of the Findings of Fact and Decision on the above referenced project. If you have any questions, please give me a call. in erel , ,,, oe Weith, City Planner JW/mcp cc: Tim Purcell H VN Wagner, Heindel, and Noyes, Inc. consulting geologists P.O. Box 1629 Burlington, Vermont 05402-1629 802-658-0820 T January 7, 1993 Mr. Ray Belair Planning Assistant Zoning and Planning Assistant City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Ray: This is to follow up on our telephone conversation of January 7, 1993. As I indicated to you, Wagner, Heindel and Noyes, Inc. has been contacted by representatives of Knight Acura to perform permitting activities associated with the necessary Vermont Agency of Natural Resources Stormwater Discharge Permit for the parking lot expansion. Since WH&N previously represented the city in the evaluation of the potential impact project on the peak discharge rates in the Bartlett Brook watershed, we wanted to make sure that you did not see a conflict of interest in us performing this additional work. It is my understanding from our conversation that you do not have any problem with us completing this work. Thank you for your consideration. Sincerely, J-6ffrey A. Nelson Senior Hydrogeologist RAW cc: Mr. Gordon Woods [LBELAIR/JAN 1/I/931 k dw \ � 1YoTI- F O S S I- T T S 1�14 K I- IC V ALL 1.1IMEW5111WS Tom' 6L- VLICIpILq OT : THL- 51TL- PIV THL GONT,000T-1c, OIYV klclz-,1 r�IC IN jUGST1-"J nnu5T Dr IrI;F 1�1 M'J �`5 U6GEIT%L- 51>N F WkL PIC-4-L-bISI WA, f WITH oic O THL- -► l 4ICJ 1N1-1IL 3w4LL-III I<ii/ - \ \ _ 24L) __\�\ —�\ --_ N7 Pa ICKI WGI L-T 0ICJ 1 N04 L• SHP LL r\\I\ hIr 3Nt;LT I?ICOIWOGL• IE•, PVIZKIlY4 LoT3 OW> EtL, GL SL=PL vWIW1N THL 5mOTN 15- 15ZTINC \ \\ i11i( 511J6 IF TWO tX 15711Jq SMOLL 5TICL-OM - jHK ----__1 P-- LLuTI-IJ Ii15GHJICgL OLy jJWOI[I>S TNL• Wksj. OV LICHTINC. POLE LICNT] 4e0W-1.MCTALHA0F1F 154 --• \1\ \ _ ( w / /e6�T PotB HT• ICI �/ •\ � \-\\'�.\ /,O; �'� � � I / rr I III I 4. 41 � 4 p.Ln�H T'4 lay J 1 I\ \34\ J - \ KW I q H'j c u It aJJo 4 qs.— �I O IC 4 C, L r 4 '\. I I �•� \ 1 I 1 Ido--- \�. I \ 4ILAL.5. TREES n y�.,HT'S' ICTItt a Y Ia TC.w U 11 ♦n.WJ 1 \ vi- �14MA55 J FL ANT1.�IgS/' d 1 a-�• 9.1 lT-1; sl OE WA L.K + T- SH L•L15 U It WE 3 H L- L 13 U It 10 L / 3T4T,r JF VfrRM-WT l 6-Lt V U NO 0 J IS92 CRY of So. Burlington ._ To 6u1tLIIJgT-'I1I ---r- WoTCr: IJ L-W POIf ILINIy SPaG L_, Qeu11 En 10-3e-9n m) SLNI to - IS- nz PEJI .0 n It- --,i P,VIZI,.IT 10-L•91 m JW _ CK.CK.O T. QCT 1��7 , .70 1 IMC.N � 20 PEST JO. MO. ■K..T of .WfM City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 December 3, 1992 Gordon Woods, Architect 104 Church Street Burlington, Vermont 05401 Re: Revised Lighting Plan, 1785 Shelburne Road Dear Mr. Woods: ZONING ADMINISTRATOR 658-7958 Please be advised that the revised lighting plan for the expanded Acura parking lot at 1785 Shelburne Road has been approved. The revised lighting plan is depicted on a plan entitled, "New Parking Lot for Knight Acura Auto Sales", prepared by Gordon G. Woods Associates, dated October 1992, last revised 11/30/92. If you have any questions, please give me a call. i erely, t - oe Weith, City Planner JW/mcp H VWN s Wagner, Heindel, and Noyes, Lac. consulting geologists P.O. Box 1629 Burlington, Vermont 05402-1629 802-658-0820 November 10, 1992 Mr. Raymond J. Belair Zoning and Planning Assistant City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Bartlett Brook Knight Acura Expansion Dear Ray: We have completed our evaluation of the proposed parking lot expansion at the Knight Acura dealership. A summary of these results is attached. Briefly, our analysis indicates that the proposed parking lot expansion will not result in a significant increase in the peak discharge rate at the confluence of the small ditch to the west of the site and at the mouth of Bartlett Brook. Thus, no stormwater retention is required on the site. Additionally, the existing site plan as proposed will provide adequate stormwater treatment for the site. Should you have any questions on this information, please do not hesitate to contact me. Sincerely, effrey A. Nelson Senior Hydrogeologist JAN/mlv Enclosures [L-BELAIR/]AN 10-14-92] SUMMARY OF FINDINGS BARTLETT BROOK/KNIGHT ACURA 1. Wagner, Heindel, and Noyes, Inc. (WH&N) has completed a hydrologic assessment using the Soil Conservation Service TR-20 model, of the proposed expansion of Knight Acura as shown on the site plan prepared by Gordon Woods Associates, dated October 15, 1992. This site plan was later verbally modified to eliminate the culvert crossing of the south fork of Bartlett Brook and the tier of parking on the north side of the brook. 2. The TR-20 model utilizes coefficients representing soil type, ground slope, and land use conditions to enable prediction of a runoff hydrograph from individual subwatersheds. These hydrographs can then be combined using simulated channel reaches and hydraulic structures to predict watershed wide runoff conditions. The data file representing all existing development conditions in the Bartlett Brook watershed is maintained by WH&N. 3. The hydrologic impact of the existing portion of the Knight Acura dealership had been evaluated previously in 1987. This review was entitled, 'Bartlett Brook/Allocca Property". 4. The design storm for the evaluation was a 25-year, 24-hour storm event, or 4.0 inches of rain in 24 hours. This design storm has been used in all Bartlett Brook assessments pursuant to South Burlington Planning Commission directive. 5. For the design storm, the peak discharge rate has been evaluated at two locations. The first location is at the confluence of the south fork of Bartlett Brook and the small ditch which drains to the west of the Knight Acura property. The second location is at the mouth of Bartlett Brook. At these locations, the projected existing peak discharge rates for the design storm are 202.1 cfs and 327.3 cfs, respectively. 6. The proposed parking lot expansion does not include a stormwater retention structure, and runoff from the paved area will occur as sheet flow to the north, and then proceed by via overland flow to the south fork of Bartlett Brook. 7. The post -development TR-20 simulation indicates a peak discharge rate of 202.1 cfs at the ditch confluence and 327.3 cfs at the mouth of Bartlett Brook. Therefore, no increase in peak discharge rate is projected at either location. This response is attributed to the occurrence of the peak from this site prior to the time of occurrence of the main peak from the watershed as a whole. 8. The occurrence of overland flow over the vegetative terrain between the paved area and the south fork of Bartlett Brook will provide an adequate level of stormwater treatment. No clearing or disturbance should occur within the 50-foot wide buffer strip adjacent to south fork of Bartlett Brook. [GBELAIR/JAN 10-14-92] MOTION OF APPROVAL ACURA PARKING LOT I move the So. Burlington planning commission approve the site plan application of Tim Purcell for construction of a parking lot for automobile display as depicted on a plan entitled, "New Parking Lot for Knight Acura Auto Sales", prepared by Gordon G. Woods Associates, dated October, 1992, last revised 10/30/92, with the following stipulations: 1. All lighting shall be shielded, cut-off luminaire and shall not cast light beyond the property line. Any change in proposed lighting shall be approved by the City Planner prior to implementation. 2. The applicant shall be made aware that no fill or any other type of disturbance shall be allowed in the Conservation Zones crossing the property. The slope of the fill area shall be properly stabilized with appropriate plantings, rip -rap, or other acceptable method/material. 3. The applicant shall obtain a zoning/building permit within 6 months or this approval is null and void. z� -v to -2 ...a........... .rf-�—�ti.L-tiLti•:�rtiJi4hfN "•- ............SJ.f12ti�aii '�' `sue-`.'-� `.�_• - ,... . .. .>.:. ,.. r... .. . .. ..,. ..v....,...... - w+.r... ..., .. Memorandum - November 10, November 6, Page 5 Planning 1992 agenda items 1992 This property located at 1785 Shelburne Road and is within the C2 District. It is bounded on the north by undeveloped land owned by the State of Vermont, on the east by Shelburne Road, on the south by the applicant's Acura dealership and on the west by Bouyea- Fassetts bakery. Access/circulation: Access to the foot existing curb cut and shared Acura dealership. The parking lot one (1) 14 foot access points with Circulation is adequate. new parking lot will be via a 24 access drive with the adjacent will have three (3) 24 foot and the shared access drive. Coverage/setbacks: Building coverage is 0% and overall coverage is 35.9% (maximum allowed is 70%). The 15 foot minimum setback along Shelburne Road is being met. Traffic: No additional traffic is expected according to I.T.E. since estimated trips is based on gross floor area and there will be no increase in the size of the building. Bartlett Brook watershed: This project is within the Bartlett L Brook watershed. The applicant is required to submit a stormwater �. analysis prepared by Wagner, Heindel and Noyes. Applicant is aware�,�,�, of this requirement and expects to have a report in time for the meeting. This project has been designed to avoid any encroachment into two (2) C.O. zones on this lot. The Natural Resources Committee has visited the site and will provide the Commission with their comments at the meeting. G erg! q r Lighting: Exterior lighting will consist of four 4 400 watt metal halide lamps with shoe -box type cut-offs. Sidewalks: The applicant is proposing to construct a sidewalk ,. along Shelburne Road. Applicant should either construct the 4 sidewalk or contribute $15 per linear foot to the sidewalk fund. Landscaping: There is no minimum landscaping requirement for this project. Applicant is proposing landscaping with a value of $638 Plantings will include Juniper and Burning Bush. 5 Memorandum - Planning November 10, 1992 agenda .items November 6, 1992 Page 4 --- all dumpsters shown and screened --- traffic study --- drainage plan --- explain purpose of 60 foot strip of land owned by David Farrell. 4) CHITTENDEN BANK, FACTORY OUTLET MALL Enclosed is a request from Chittenden Bank requesting a six month extension for the continued use of their drive -through banking service. It is their opinion that the recent submittal by Farrell for the development of a new bank on his property and proposed improvements to O'Dell Parking constitutes a substantial change in circumstance and therefore justifies reconsideration of the original condition. At this point, City Attorney Steve Stitzel advises that the Commission go through the same process as they did last month when Heathcote proposed modifying the bank building and circulation pattern. The Commission should decide first whether or not to reconsider the application. To reconsider, the Commission must find a substantial change in circumstance. If the Commission finds a substantial change in circumstance, then a revised final plat hearing to amend the condition to allow a six month extension will need to be warned. Steve Stitzel is concerned with this request as it has been made by Chittenden Bank and not by Heathcote Associates. In addition, the Commission's recent denial to reconsider Heathcote's request to amend the condition has been appealed to Superior Court. I hope to have a letter from Steve Stitzel advising the Commission on how to proceed at Tuesday's meeting. 5) DICK NIGHT - AUTO SALES LOT - SITE PLAN This project consists of a constructing an auto sales lot on a vacant lot adjoining the applicant's auto dealership. The applicant is scheduled to meet with the Zoning Board of Adjustment on November 9, 1992 requesting a conditional use permit. Memorandum - Planning November 10, 1992 agenda items November 6, 1992 Page 6 Filling: The applicant will be filling in the site to construct the parking lot. Applicant shall be aware that no fill is allowed within the C.O. zone. The plan seems to indicate a very steep slope along the edge of the parking lot down to the edge of the CO zone. Applicant should be prepared to address the issue of soil erosion and bank stabilization. 6) MERRILL JARVIS - THEATER ADDITIONS - SITE PLAN This project consists of the construction of a 1206 square foot addition to the theater (no additional seats) and a 484 square foot canopy addition to the theater. This property located at 1216 Williston Road is within the Cl District. It is bounded on the north by undeveloped land in the rear of the Summer Woods development, on the east by Zachary's Pizza, a parking lot used by the applicant's business and a single family residence, on the south by Williston Road and on the west by Burger King and Cheesetraders. This lot has three (3) buildings on it which include Dunkin Donuts, Kentucky Fried Chicken and the theater/restaurant building. Access/circulation: Access is provided via a 43 foot curb cut on Williston Road, one (1) access drive to Burger King, one (1) access drive to Cheesetraders, two (2) access drives to Zachary's Pizza and two (2) access drives to the applicant's parking lot to the north. No access changes are proposed. Circulation is adequate. Coverage/setbacks: Building coverage is 11.4% (maximum allowed is 30%). Overall coverage is 54.3% (maximum allowed is 70%). Setback requirements will be met. Parking: No additional parking spaces required. Note on plan indicates that 269 parking spaces are being provided but staff counts only 259 spaces. H VN Wagner, Heindel, and Noyes, InC. consulting geologists P.O. Box 1629 Burlington, Vermont 05402-1629 802-658-0820 T October 29, 1992 Mr. Rich Knight Knight Acura Dealership 1795 Shelburne Road South Burlington, VT 05403 Re: Proposed Parking Lot Addition Evaluation of Stormwater Impact on Bartlett Brook Dear Rich: This is a follow-up to our brief meeting this afternoon regarding Tim Purcell's request for our evaluation of the stormwater impact from your proposed parking lot expansion. We perform these evaluations when the South Burlington Planning Commission requires, for proposed development in the watershed of Bartlett Brook. In the last 7 to 10 days, we have had several conversations or brief meetings with Tim Purcell and Gordon Woods regarding the details of the proposed parking lot expansion. Mr. Woods now is aware of the additional design information and site plans we need to perform our analysis. He indicated that he was hoping to have that information to us by the end of this week (by October 30, 1992). It will then take us 10 to 20 days to complete our stormwater analysis and prepare a report for the South Burlington Planning Commission. As we told both Mr. Purcell and Mr. Woods, we do not have adequate time to provide a final written report by November 3, 1992, as requested by South Burlington Planning Commission personnel, in preparation for their November 10, 1992 meeting. However, if we receive all of the information we need from Mr. Woods by Monday morning, November 2, 1992, and if we run into no snags during our analysis, we may be able to provide a verbal report to the Planning Commission prior to their meeting on November 10, 1992. Although we cannot be certain of meeting that deadline, we will do our best. Our standard policy for all of these Bartlett Brook stormwater analyses is to require full payment prior to commencement of our work. Based on the size of the project and the complexity of the hydrologic regime at this point in the watershed, our fee will be $950 for this analysis. Please feel free to call if you have any questions. Jeff Nelson of our office will be the Project Manager for this evaluation; you should direct your phone calls to him, when possible. Sincerely, Craig D. Heindel Senior Hydrogeologist cc: Tim Purcell Gordon Woods Raymond Belair, Zoning and Planning Assistant, City of South Burlington 11,KNIGI-MCDH 10-21-921 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 November 6, 1992 Gordon Woods, Architect 104 Church Street Burlington, Vermont 05401 Re: Knight Parking Lot, 1785 Shelburne Road Dear Mr. Woods: ZONING ADMINISTRATOR 658-7958 Enclosed is an agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission. Please be sure someone is present on Tuesday, November 10, 1992 at 7:30 P.M. to present your request. If you have any questions, please give me a call. Si cerely, J e Weith, City Planner Encls JW/mcp cc: Tim Purcell H. Bougea )it. Conc. 2 11 0 i D = 77° 25' 36" R = 74.001 T = 106.46 L = 142.58' E = 55.661 P.C. STA. 383 + 12.78 P.T STA. 384 + 55.36 Majorie S. B Muriel Bougea Larry Murray �- P.O.T. 391+26.00= JUGHANDLE.T. 12 SMH# 7 - - - -- - Po/P # /18 � �UndP� ound � . co 162.24 389 q� U. S. ROUTE 7 - w INS 136.50' �0 i+18 87 I Woods -v X-13 P.OT. 391 +50. r6 159.06 H R R A1149.79 VIEW F F1+3.79 PO.T 370+00.0 W 143.79 80' 1 601 / rush X -/2 O — E, / 1.9 „ 'n Wo o Q 2 - /5 "PG - ° xi stirs i d WUM —GW — j--�4 -3 "Elms 2_ hLs PO/P /36///5 T Sign 3 C b/ 6'R �9 0 00�ao � 6,R 390 W 154.02 7 Bit. Conc. SHEL BU RNE ROAD .0 6 ' 39" E . X_5 r- 90000,00" 2 W01Pr (, oIP ^� - VoIV .r _ - Pole ## //6 I Y Al CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) OWNER OF RECORD (name, address, phone #) p l��i. t 2 ? -7 2) APPLICANT (name, address, phone # ) 3) CONTACT PERSOV (name, addres , phone #) 4) PROJECT STREET ADDRESS: j- 5) LOT NUMBER (if applicable) 6) PROPOSED USE(S) 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum he'g t and # floors, square feet per floor) I- L 01 U u tJ V 8) NUMBER OF EMPLOYEES 9) LOT COVERAGE: building %; landscaped areas % building, parking, outside storage _% 10) COST ESTIMATES: Buildings $ Landscaping $ 10 000 Other Site Improvements (please list with cost) $ �'I. " 7 11 ) ESTIMATED PROJECT COMPLETION DATE: l0/47 '71 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon Z 12-1p.m.�(_; 1-2 p.m. 2-3 p.m. 3-4 p.m.4_; 4-5 p.m. 5-6 p.m. ; 6-7 p.m. 13) PEAK HOURS OF OPERATION: 14 ) PEAK DAYS OF OPERATION— DATE OF SUBMISSION SIGN�URE OF APPLICANT DATE OF HEARING City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 October 27, 1992 Gordon Woods, Architect 104 Church Street Burlington, Vermont 05401 Re: Knight Parking Lot, 1785 Shelburne Road Dear Mr. Woods: ZONING ADMINISTRATOR 658-7958 Enclosed please find some preliminary comments on the above referenced project from City Engineer Bill Szymanski, Fire Chief Jim Goddette and myself. Please submit revised plans and any additional information requested no later than Monday, November 2, 1992. If you have any questions, please give me a call. Sincer y, Ra mofid J. Belair, Zoning and Planning Assistant Encls RJB/mcp cc: Tim Purcell Preliminary November 11, October 26, Page 3 Memorandum 1992 agenda items 1992 DICK KNIGHT - AUTO SALES LOT - SITE PLAN --- indicate type and wattage of lights. --- all property line dimensions should be shown. --- parking aisle running in an east -west direction in the paved parking lot is only 11 feet wide, this is only acceptable for one-way traffic. If two-way traffic is desired, aisle must be widened to 20 feet, indicate type of flow requested. --- indicate estimated amount of fill to be used. --- provide finished contours for entire site. --- parking aisle serving single row of parking on north side of stream is too narrow (zoning regulations require 22 foot minimum width), provide turn -around. --- the stream flowing east to west on the site does not flow in a straight line as shown on the site plan, plan should be revised to show exact location of stream as it meanders across the site. --- there is another minor stream flowing south to north along the westerly boundary, plan should be revised to show this stream, no filling will be allowed within 50 feet of this stream. --- the Wagner, Heindel and Noyes report must be submitted as soon as it is available. If it is not available for the meeting on the loth, staff will recommend that this application be continued until the report is made available. 3 M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Engineer Re: Preliminary Comments November 10, 1992 agenda items Date: October 26, 1992 AUSTIN PROPERTY, SWIFT STREET I. Sewer connection shall be submitted for review and approval. 2. A 20 foot driveway easement would be adequate. It should also be extended to Swift Street. Maintenance of the common drive shall be defined in the easement. O'DELL PARKWAY, SHELBURNE ROAD 1. O'Dell Parkway should be designed as a public street and connected to Farrell Street. This street is on the official map. It was rough graded through years ago and would benefit these businesses. 2. Internal pedestrian traffic between these businesses would justify a sidewalk along both sides of the street. KNIGHT ACURA, SHELBURNE ROAD The northerly parking lot is narrow for parking and driveway. It may be widened by increasing the fill slope to 2:1. The drive on this parking area should include a turnaround. f FAX: (802) 658-4748 TO: FROM: RE: DATE: 1. i § vutb l'Urlington Nirr i3cpartment 575 Illarset street �ntttb TSurlingtun. 1llermnnt 054113 SO. BURLINGTON PLANNING COMMISSION CHIRP GOVDETTE NOVEMBER 10,1992 AGENDA ITEMS MONDAY OCTOBER 26,1992 EDWARD L. JR. 9 JANET A AUSTON PROJECT # 92-290 SWIFT STREET PLANS HAVE BEEN REVIEWED BY THIS DEPARTMENT AND AT THIS TIME I DO NOT SEE A PROBLEM WITH THE 2-LOT SUB -DIVISION. O'DELL PARKWAY BANK AND PARKING LOT CHANGE (802)658-7960 PLAN HAVE BEEN REVIEWED BY THIS DEPARTMENT AND AT THIS TIME DUE TO THE CHANGE OF THE PARKING LOT AND ISLAND A HYDRANT IS REQUIRED FOR PROPER PROTECTION TO THE BACK SIDE OF BAMBINO'S AND THE WVNY BUILDING. 3. KNIGHT ACURA AUTO NEW GRAVEL PARKING AREA THE ONLY PROBLEM I SEE AT THIS TIME IS THE GRAVEL ROAD BEHIND THE PARKING AREA IS ONLY 10' AND MUST BE AT LEAST 18' FOR EMERGENCY EQUIPMENT. MOW go t5 /� State of Vermont „«•eh VERMONT AGENCY OF NATURAL RESOURCES 103 South Main Street Waterbury, Vermont 05676 WETLANDS OFFICE FIELD LETTER -... , 1 w. Subjccl: Dear4 \ A) n ri J....£i Department of Environmental Conservation WATER QUALITY DIVISION Building 10 North 802-244-6951 Date: \ 6 \ L4cT2,\,\ A site visit has been conducted on --��� ti .� --1 for the above -referenced property, and it has been determined that ` no wetlands are present Class 'Three wetlands are present and protection of their functions will be addressed under Act 250 and/or a See comments below. - - 11 Class Two wetlands, which are p )tected under the Vermont Wetland Rules, are present. Any activity, other than Allowed Uses listed in Section 6.2 of the Rules, in the wetland or the 50 foot wetland buffer zone requires a Conditional Use Determination from the Agency of Natural Resources. See comments below. Commcnls: cc: Wetlands Office IleG`�`� H VWN T Wagner, Heindel, and Noyes, Inn. consulting geologists P.O. Box 1629 Burlington, Vermont 05402-1629 802-658-0820 October 20, 1992 Mr. Tim Purcell Scholastic Structures RR 2 Box 344 Hinesburg, VT 05461 RE: Knight Acura South Burlington, Vermont Dear Tim: I have received the site plan for the proposed parking lot expansion for the Knight Acura Dealership in South Burlington. As you are aware, the site is located within a watershed of Bartlett Brook, and is therefore subject to the special stormwater runoff design requirements of the South Burlington Planning Commission. In fact, the south fork of Bartlett Brook flows through the lot itself. A data file was originally developed in 1985 which represented the existing land use conditions for the entire watershed at that time, and this data file has been updated since then as new developments have been proposed, approved, and constructed. The purpose of these assessments has been to insure that no increase to the overall watershed peak discharge rate for 25 year design storm would occur as a result of the project, and that sufficient stormwater treatment be provided on each site. Depending on the location of an individual site as well as the nature of the proposed development, stormwater retention structures (above ground or underground) have been required to insure that these goals are met. For the proposed Knight Acura expansion, our estimated fees to complete the assessment, including the update of the watershed -wide data file, assessment of the site plan for adequacy of runoff control and stormwater treatment, and completion of the report with recommendations to the South Burlington Planning Commission would be $1,400, and prepayment of the full amount is required. Our work will be completed within two to three weeks of receipt of payment. With respect to the site plan, prepared by Gordon G. Woods and dated October 1992, the following additional information will be necessary. 1. The sizing, materials, and grading details for the proposed culvert crossing the south fork of Bartlett Brook must be provided. 2. The proposed grading between the paved/gravel parking areas and the stream buffer must be provided. w;RI Mr. Tim Purcell October 20, 1992 Page 2 3. Grading of the parking areas must be shown. 4. The grading for gravel drive crossing south fork of Bartlett Brook must be shown, including side slopes at the edges of the drive. Should you have any additional questions, please do not hesitate to contact me. Sincerely, C� effrey A. Nelson Senior Hydrogeologist JAN/trn [L•PURCELUJAN 1414-921 WH&N CrA S S rt TIS b A KE 0 y'D Ill. ;L 13� 1HL 13L 134 14 144 I d0 1a8 1 / 7'PAJe4 4uJt. / I r L NEWla pC 1LI I' �.� REUTI Mi-NiGHN1Rl� / /' iYtSTiNG._SQ6ES.\'I ki � 1 J N I st 134 _ � r 't G iL A S 4 ^ •'^"_� .. � •` , \ \\� �'� � �•'/ 7Y:.. y� s ' p /�'; � ""7 f�,., �.r Owe — TO 31,1CLISUMM5 4 f.r. S9ELF,0T? N'F ebAD Tn..■, II Ta 6UELIUC.YvW ----► II II S( T SCA LE ; J` - 20' .NVTit5'. ' ALL pIMFWj10*IS To %a VEQ%r1El1 AT 1111E 'SITr bK THE camTTZACr4fZ, ANV 2122eq 012 VOINTS IN QUESTICH 1HUSr fts REFERTtEn TO Ti(S ARCHITECT kOE A Dl'CISROW REIOPS 9V000Cp1N4 WIT►t PAQUIN(, LOT DQAINA6i SHALL- IS! SNEQT DVAINAGE1I.6, PA21CIN6 :JYS AWS ETC -,SHALL ALL SLDPE TOWAPDf THE 4VASS A?EA OM THE 5OVTH 5104 OF -THE CXIST144 SMALL STE'EAk-THE PO LLVTIOLI 41SCHAQQE, ALSOTOWAQOS THE WEST. NoTrsI NEW P'A2KRNG tf?A6E3 OCT 15 1992 City of So. Burlington 11Hr_W ="2a FOOT .1011 NO. �223 Rnu�rs0 io-Ir-Qz __tlEil!eC,� 10-4-4z P.,(�1tlN'i Io-b-4� o. e.,.■r. LdN175G.,F,IKILI JGHEI7ULL-.. PLOKITI Nei LpTIN IJ q ME '51zl-M 1<e�^T l.•NDITI-4 WVMDkM GYM. ANOVrLIZ. VHIP1Z ,I,L, PLVIAOAS —_ 21JOIJy MVII ALATY 24" &'T-f' AALLM "IAUILLAG I$ A "Pjp Rt`LING oVs+IJ 2' W BALLem 4 6YCLA1' $ b . F dn 5 I T Tvy n K t IC V --- FIDTC; LAW55CAPIMG AT fHC PIlONT OF THC NEIb AVra PARKING LOT SHALL MATCH THE_ EhMINr, r eYcsTGAnuPtvTV LLa� "LAN6WAPINC, AT 111E FQONT or ERISTIma-- r f, r IMCHT ACVRA LOT t < 1 ' ''' ti'.dvfr►"sE_.- .` I Lr 1TAr.-A �•1-',� �oKTLI \ KwIsI H T A4UIr -4\ la4lz ocr rr f - \ 54L" 1 i r �•1•'f1.lf TIwG S 1 O Y W A L V. -L_ 0.4 j 71I LL ✓-IZWE N O fe IY Y l 1 ^ • of � F r �!%IfTINQ TReeS „ r� wEw QA QILI N4 LOT \ f' �PA Vep) J •w!W fo' , ' ram✓ Q ; A: s 0 _—!b0• NYW a117.W4LM.-'_ -- a. r, UM h'3 S D Q 40 ` tx1�T'c Treas ) uV �dnsTlrlc euLvel7 Y,aler4 "u6mc, K41L 0 0 0 o re o a o o a I _ T gUICLI we T->N _ �HELI3URWk ICv4Q II • II IJ-TE5 7LL 171MEN5I-WS Tv gt VLICIp1E17 4T THE 71T! gV Tut e. WTK06T,�IZ. 41411 EILIrory UIr POIKIT5 IN `7UIISTI�I4 MUST yk IrtPkITICEIP Tv THE 40IrGNIT"T Folc 4 17EG151o1U gt�>IZE PKOLEEI7IWCI WITH Tµt WoILIL. IATC4 TINE } fI9. 4R. H � a c I Z oo d a I K at N I I I V I ,� V f'L J7 ppp LiC4T POLES �7 TAiL• mP VEIC M<sWT ` tr RECEVED OCT 15 1992 City of So. Burlington Bw oAAwlu co, RP" i 8OALE 1J I IGN = ZD FEET jo. luo. )2�5 3 1 T 1= P L- N- LA IJ Q SGn P I IJtI iLALL": 1 1 zor mhirp 10-4-4s -- p,PRINT 10-&-42 ar ■we.T. CITY OF SOUTH BURLINGTON DEPARTMENT OF PI ANN1NG & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 3, 2001 Mr. Bill Savoie 345 Meadow Ridge Road Williston, Vermont 05495 Re: Site Plan Application, 1785 Shelburne Road Dear Mr. Savoie: Enclosed is the agenda for next Tuesday's Development Review Committee meeting and my comments. Please be sure that someone is at the meeting on Tuesday, August 7, 2001 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerely, Sarah MacCallum Associate Planner SM/td Encls. CAMarie\MyDocuments\@DRB Reminder Form 6.1.01.doc Id