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Home My WebLink AboutZP-18-127 - 1775 Shelburne Road 4/19/2018CITY OF SOUTH BURLINGTON ZONING PERMIT APPLICATION Applicant: Burlingtonwood, LLC Applicant Mailing Address: 1529 Western Ave, Albany, NY 12203 Applicant Email: smcmillen@fuscorealtygroup.com Property Street Address: 1775 Shelburne Road, South Burlington Property owner: Burlingtonwood, LLC Application No: /6 /� [office use only] Daytime phone: 518-857-0851 Property Owner Mailing Address: 1529 Western Ave, Albany, NY 12203 VT 05403 Parcel Size: 96,703 SF Tax Parcel ID No. 1540-17-1 1. PROPOSED project including building dimensions (describe): Construction of a 15,030 SF retail building with supporting parking and utility infrastructure. 147 x 90 building footprint. 2. Present USE(S) of the property: I El Single family home on its own parcel ❑✓ Other (please state the USE per Land Development Regulations- retail, general office, multifamily residential, etc.): retail 3. List all present structure(s) on property (describe including dimensions or square footage of each): None 4. Does the project include a proposed change of USE? ❑No (the property will still be used for the same purpose) OYes (please state proposed changed or added USES per Land Development Regulations- retail, general office, multifamily residential, etc.): retail 5. ESTIMATED total cost of improvements (materials and labor): $ 1,400,000 6. Building footprint — i.e. size in sq.ft of main floor of house and all attached and detached structures including enclosed breezeways, garages, and sheds (describe): Existing: 0 Proposed: 15030 7. Total square feet of other impervious surfaces on site (i.e. driveways, patios, decks) Existing: Proposed: 37286 8. ATTACH SKETCH PLAN OR SITE PLAN (not required if project consists ONLY of interior renovations or replacement of existing roof, siding, etc. in the exact same size) I 9. APPLICANT/OWNER CERTIFICATION The undersigned property owner hereby consents to submit this application and understands that if the application is approved, the I Zoning e/rmit and any attached c ions will be binding on the property. / Property Owner Signature The un.dersigned applic Applicant Signature PRINT NAME Date i affirms that the information presented in this application is true, accurate and complete. PRINT NAME Date OFFICEUS ONLY —ADMINISTRATIVE OFFICER ACTION —OFFICE USE ONLY DATE Received: + FEE Receiv d: " l Identification of zoning $ g Identification of proposed use: PROPOSED USE TYPE: Date of SITE PLAN approval/denial r rmitted A rov I D to Denial D Conditional Date of SUBDIVISION approval/ denial Approval Date Denial Date Date of CONDITIONAL USE approval/ denial Approval Date Denial Date Date of appeal VARIANCE approval/ denial Approval Date Denial Date Date MISCELLANEOUS approval/ denial Approval Date Denial Date Provided applicant copy of URBEC or VCBE Standards Handbook or❑Not Applicable FINAL ADMINI APPROVED / , m/d 0 Approv I Date/Ad in Permit EFFECTIVE date �hh_ /T , / fv TIVE OFFICER ACTION e-)PrC R WfI_ T r Officer's Signfifure Permit EXPIRATION date�� DENIED REASON for DENIAL Denial Date Administrative Officer's Signature Notice of Appeal Rights: Any interested person may appeal this decision by filing a written Notice of Appeal with the clerk of the Development Review Board within fifteen [151 days of the date of this decision. The notice of appeal must be accompanied by a filing fee of $223.00. This permit does NOT authorize commencement of any development activity approved by the permit until the permit takes effect as set forth above. Site modifications and improvements made prior to this permit becoming effective may be subject to removal ind site restoration if a timely appeal is commenced. NOTE: 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. PLANNINGSoJhT�', & ZONING Planning and Zoning Invoice Non -Residential Impa t & Permit Fees Property Owners Name: Property Location• U/ Amount: Oslo Payment Type: Date: Zoning Permit (Non-residential) Code Pricing ZP- 1 zp $13.00 plu'S- O 1 f sq. ft. building Qa $0.35 per sq. ft. plus After -the -fact of (— 50% [no NOV] or (_) i00% [NOV] SewerAl ion Fee ( Bartlett Bay (_) Airport Parkway Road Impact Fee Fire Impact Fee Police Impact Fee Dorset Street Waterline Fee Sewer Connect Inspection WWA- WW- Zoning Permit Total $ IV, .�Da61, Amount Due #203 $ #230 $ ww $63 $ (/ Total $ o �� Vanguard4ine, LLC Commercial Real Estate Professionals April 10, 2018 Mr. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 RE: BURLINGTONWOOD, LLC, 1775 SHELBURNE ROAD, SOUTH BURLINGTON, VT HARBOR FREIGHT TOOLS PROJECT Dear Ray: Enclosed please find a check in the amount of $45,628.82 to cover the remainder of the Zoning Permit and Impact Fees associated with the harbor Freight project at 1775 Shelburne Road in the City of South Burlington. Additionally, I am enclosing the Landscaping Letter of Credit Agreement, signed by Chemung Canal Trust Company and myself as a member of Burlingtonwood, LLC. I am also enclosing copies of the Letter of Credit application and acceptance to Chemung Canal Trust Company. Chemung Canal will be issuing the Letter of Credit directly to the City of South Burlington under separate cover. Any questions, please don't hesitate to call me at 518-862-0861 and for Chemung Canal Trust Company, please call Christopher Kennedy at 518-433-5824. Thanks again and we look forward to being part of the south Burlington community. Sincerely, Kenneth T. Brownell Western Avenue Albany, NY 12203 (518)862-0861 (518) 867-3082 fax www.vanguardfine.com CSC Memof trrtema�i f Council oof Shopping Centers '_j SITE ENGINEER: N'F I - - 7PC GRAVE` 1693 SHELBURNE RD., LLC MJ. fIO. , / STDCIUDE FE/ME �8 FAVEW" W— 7 _ \ 4-- DEC.—MR STREET I HT W I CAL ENGIHEEKIN, ASSOQATES. INC. IM, sx ,�_ - .. - - - '`. /� 10MANSFIELDWEWLANE, SOUTHBURLINGTON, VTO5403 .y I 4)146a 2JTJ .,� DOz D�. zzTf 1 SIDE C •, o 0 \1 II DRRIRN M \ I 1 TRANSITIIJN CURB ) I 3 I. SAL I 1 � a \ _ 20D' FUTURE ADJACEN T s)I I ai - ! I I I~DSM CCESSD6MA(5' DA) PROPERTY A OPROVED 0 WETLND TRUCK 3M4qMLUMINUM GRATING EASEMENT TURN -AROUND gBA`TWO HjjDSMSET84CK INV.114"ISO) INV. 136.92 (27 MANIFOLD) LIGHT EAa OWNER: • IN) (TVP,OF 4)INV. 139.0 (15 I II BIDOEFlWAK, w 1. III `-- SHELBURNE, LLCEXISNG DELINEATED + CLASS II WETLAND MC-35OS RNITEC CHAMBER EE BELOMWOMH 03 RECONSTRUC SID ALK AS, PM INM :C E 210 COLLEGE ST. pLC V..9.1(15•IOUT)N) sAIta3.4 O'LTI l93TI I I I I SUITE201CURBED TKN B TN BURLINGTON, VERMONTIND DEH(w P PAWL suvEORT AREA 1 ! 05401 L RECON PG j OMN,Y,1 ) NZ II 11 I I I b I I 1 / I NORMAL I PROJECT: RIM 143.5 1® ! I i I§ I / 4 j I I INV. 141.5(15' OUT) C� ` I I I I I I INFILLCL I W�QL I i I I I I. 24.a ! i t REMOVE (. - RETURN SAND 1 i ! I I I 3 I I •I I f I ME, vT p SEGMENTAL I I I� p HARBOR FREIGHT I I I { I I 1 — E.)VST ROAD SI \y U� RETAINING W DUAI►BTeI Z S I d I ' I Q ts• F E S 9 IT3LDLONLIIE _ _ . V t t N/F INv. 140.5 9� A CATAMO T/MIDDLEBURY, LLC ` 'o i "L$ 2` I I I PROPOSED 5' I 1775 SHELBURNE ROAD ILO' F N v� •1 I CONC. ADA I ' Cr 111 I I SOUTH BURLINGTON, VT MRT. 140AN TJ�pn I I I NALKWAY B EIIM :q I I � NDLL IR I, 1m ( STONE FILL OUTFA1L \ aYERNEAO _� •,� �� _ I I I I ,Z, I I �I \ 15' F.ES. I \ 1FE / �`` -a 1 DOOR j ( IM(. 128.5 ,- // WCONC. WALK '•^.I — -- O, \ / + - BOTH DOORS ARE TO — I ! I 7 ff I\ \ .) REMAIN OPERATIONAL \ I C I PROPOSED BUILDING - d S I 3I DURING BUSINESS HOURS OCA71ON OF ` LOSSNILE -NE OR 35 PVC \ H AO°"nB PERMANENT WIDECULVERT' F.F.E. = 150.0 W STONE PROPOSE D co"sTRUC�DN 4-SPACE I II I Ij yII ry oII 'II i II! wOCCAxT�cOt 15+030± SF IHV IN .BEASEMENT NVOUT - 48.8 BIKE RACK TEMPORARYWIDE BUILDING CONSTRUCTION N MOU EASEMENT I \ l` Y.'/FT. MIN, LIGHT 1 KIEW \ FIRE I I rII \ DAIH #f3 (C IWDRANT 1,000 GAL i I I I i RIM 145.0 INV. 145.0 PUMP STATION ASSEMBLY I INV. 141.4 (15' IN) LOCATION MAP / INV. 141.5 (12' IN) 3' WIDE STONE I CB k1 p 70.3' STORM TRENCH RIM 147.4 I REL(CATED UTILIN i' o W / 17 PEflF. PVC INV. 144.4 (12" OUT) I p01 W/ POLE 200a I 1' >• <p < o FIRE DEPT. CONN. QW - YOONTED %FMR p I S 1 IV °• P } PVC FORCE MAIN; I I DATE CHIMED) REVISION 1 PROPOSED TREE -It W_ b I APPRO7L tln#TS OF `' - 2117 OW MOLHNED aNE RACK W \ I CLEARING LIMITS W G �I PAVEMENT DISTURBANCE I I - ,�.. mDED MMR REV R•wK4ro 0uwnlY LEGEND (TYP.) N/F DM W _ I NETANING WALLPN NMOO MTnY CATAMOUNT SOUTH BURLINGTON RIM'50, I "Oilhf .GEREvsHxs - INV. 144.0 (12' OUT) MIN. RELOCATED _ LLC INV. 144.1(12-IN) I UTILITIES I _ G_2.. ,,� REVISED LVRE RACK urour PROPOSED PROPERTY LINE DIMENSIONAL SUMMARY �� - _ ,; -- DSM uRLUTED UnunEs6 GRAaNc DIMENSIONAL 8' C900 PVC , PROPOSED SETBACK LINE ZONING DISTRICT- COMMERCIAL 2 PARKING SUMMARY WATER SERVICE _- — 'I, DSM REVISED WA TERAWNAUTER14Ui PROPOSED CONTOUR PROPOSED CURB REO'D. PROPOSED e' GATE VALVE [[[I INV. 149Ji LOT AREA 0.92AC. III OF I r I"e C:: 7DNWG RERMRARRuarIDN -- 15,030 G$F x $ S PROPOSED FENCE pace / 1000 GSF - 75.15 REMOVE AND REPLACE I NEW GUY ofparking EXISTING CONC. SIDEWALK WIRE 2.2 AC. Number paring spaces required = 76 h PROPOSED PAVEMENT AS NECESSARY AT JOINT REMOVE PLACE III PROPOSED E PROPOSED ELECTRIC Number of parking spaces proposed = 63 LIMITS 20, I EXISTING C r'URBING G PROPOSED GAS LOT FRONTAGE _ Handicap parking spaces required = 3 EAS ENT > 299' e9 a Handicap g pa p I ! sT PROPOSED STORM p parkin spaces provided = 3 CONDITIONS � o S s PROPOSED GRAVITY SEWER Van accessible spaces required = 1 I I I I SITE PLAN T PROPOSED TELEPHONE W PROPOSED WATER FRONT SETBACK 30 50, SEE SHEET C4.2 I I I PROPOSED SWALE SIDE SETBACK 10, FOR CONTINUATION I I I x 11' OF WATER MAIN I ® PROPOSED SEWER MANHOLE REAR SETBACK 30' 76' - ' Y DATE DRAWING NVIRIIEM PROPOSED STORM MANHOLE BUILD. COVERAGE 40% (MAX) 15.5% ®- PROPOSED CATCH BASIN LOT COVERAGE 70% (MAX) 54.1 % • PROPOSED SHUT OFF A PROPOSED UTILITY POLE FRONT YARD COVERAGE 30% (MAX) 15.9% CFO PROPOSED LIGHT POLE GRAPHIC SCALE MAY,2017 sr.f. MIN 1.=20 c2. 0 ( IN FEET ) PRW. NO. 1 Inch = 20 LL 15170 J INSTALL TREE PROTECTION j(TYP. 3 F"CES) I _NOTES.-- 1. VALVES ARE TO MEETTHE LOCAL WATER DEPARTMENTS STANDARD ALL COVERS SHALL BE MARKED' WATER' WITH SPECIFICATIONS AND THE AN ARROW SHOWING THE COUNTERCLOCKWISE INSTALL UTILITY LOCATOR VERMONT WATER SUPPLY RULES. DIRECTION OF OPENING. TOPSOIL, RAKE, RIBBON OVER WATER MAIN NOTES: 2. ALLFITFINGSTHATARETOHAVE INSTALL CURB STOP BOX TO SEED&MULCH llNPAVEDPAVED APPROX. Y'BELOW SURFACE I, COMPACTION OF AND BEDDING SHALL BE CONCRETE POURED AROUND THEM ACCESS TRACER WIRE PLAN)DENSITY BACK MINIMUM OF 90°. (95 : UNDER ROADWAY SURFACES) OF ARE TO BE WRAPPED WITH 4 mil. FINISH G�RADE 11.� (SEES MAXIMUM DRYIN THE STANDARD POLYETHYLENE PRIOR TO PROCTOR TTEST(ASTM D89B)ERMINEO CONCRETE PLACEMENT. ADJUSTABLE IRON VALVE BOX ' Lp WITH COVER MARKED"WATER' 2_ BEDDING MATERIAL SHALL NOT BE PLACED ON FROZEN SUBGPADE. VDATE VALVE 11CLaJTII(• MECH. JOINT WITH 'MEGA -LUG' j 3. APPROVED BACKFILL SHALL NOT CONTAIN ANY STONES MORE THAN 12' N LARGEST DIMENSION 46- IN ROADWAYS, 1 — RETAINER GLAND OR APPROVED BACKFILL THANDIAMETER WITHIN 34' OF THE OUTSIDE OF THE APPROVEDEQUAL THOROUGHLY COMPACTED PIPET. OR CONTAIN ANY FROZEN. WET, OR ORGANIC MATERIAL. '.:' COI;PoRATION IN FIRST IN 8' LIFTS �. TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TO LENGTH OF PIPE FOR TESTING 2' RIGID INSULATION WHEN PNG OF PIPE BEDDING MATERIAL AND KEPT - DIRECTBURYCOATED DEPTH OF PIPING IS LESS .-ClEWATERED DURING INSTALLATION OF PIPE AND BACKFILL. TRACER WIRE 6U THAN V-0' S IN TRENCHES WITH UNSTABLE MATERIALS OR HIGH WATER TABLE. TRENCH BOTTOM SHALL FIRST BE STABILIZED BY WATER LINE, SEE PLAN PLACEMENT OF FILTER FABRIC THEN CRUSHED STONE(3,4' FOR TYPE AND SIZE MAXIMUM). 6THE SIDES OF TRENCHES 4' OR MORE IN DEPTH ENTERED BY PERSONNEL SHALL BE SHEETED OR SLOPED TO THE ARGLE OF PIPE BEDDINGDR REPOSE AS DEF NEO BY O.S N.A STANDARDS. 1. SADD NGMATERIALSHALLCONSISTOF CRUSHEDSTONE.OR SAND WITH A MAXIMUM SIZE OF'.'. SUBMITASAMPLETO UNDISTURBED SOIL TRENDFOR APPROVAL. UNDISTURBED SOIL GATE VALVE DETAIL N.T.S. ADD WINTER MARKING FLAGS (SPRING SUPPORTS) NOTE'. WHEN LOCATED BETWEEN SIDEWALK AND CURB AWWA RANT VALVE THE FACE NOZZLE SHALL BE PLACED 1' TO IT AND APPURTENANCES FROM THE FACE OF THE CURB. WHEN LOCATED AS PER SPECIFICATIONS BEHIND THE SIDEWALK THE NOME SHALL BE PLACED BETWEEN 4ANO 6' FROM EDGE OF SIDEWALK. ADJUSTABLE IRON FINISH GRADE VALVE BOX WCOVER h AI:KED'WATER' PLUG HND ANT HIGN DR ANC4 ,I f TEEDIRECT BURY COATED TRACER WIRE r v WATER UNIX b CONCRETE THRUST BLOCK 1 I —DETERMINED BY SOIL CONDITIONS) (REFER TO RUST BLOCK TABLE FOR S. G) 3:4'CRUSNED STCNE UNDISTURPEO SOIL NOTES: BEDDING (MIN. IT THICK) 1. ALL FITTINGS ARE TO HAVE MEGA -LINT ANCHOR COUPLING OR RETAINER GLANDS. CONCREWTHRUST BLOCK - SPOOL PIECE WITH (SIZE DETERMINED BY SOIL MEGA LUG GLANDS 2. PRIOR TO POURING THRUST BLOCKS ALL CONDITIONS) REFER TO FITTINGS ARE TO BE WRAPPED WITH 4 ME THRUST BLOCK TABLE FOR HYDRANT ASSEMBLY DETAIL POLYETHYLENE, SIZING) N.T.S. WL04 REVISED 3 91015 WATER MAIN PLAN ALL WORK TO BE PERFORMED IN 1 =20' ACCORDANCE WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES BVILnRlxO d&11XNIIgN FLOW &WITCH TO FIRE — ELECTRIC TO uw 1B TFSTCOCKOrP.I—.-. WNN BALL DRIP ^.am PLUMBING DRAWINGS m aTSITE .HA Lr AINm FT NI1?1xRFA0E0 Roos „� THRUST BLOCK C� PFNFTRAiI.Ns iM FOUNOATKW WALL SPRINKLER BACKFLOLW PREVENTION DETAIL N.T.S. ORROCK 8. CONTRACTOR TO INSTALL TRACER WIRE ALONG ALL SECTIONS OF NEW WATER LINE. TERMINATE TRACER WIRE AT TRACER WI R E(VERIFY TYPE WITH ALL VALVE BOXES AND HYDRANTS. COORDINATE CITYPRIORTO STARTOF INSTALLATION WITH TOWN AND ENGINEER, CONSTRUCTION) TYPICAL WATER TRENCH DETAIL W-1 REvnEo 12AM/m1s EFFECTIVE MINIMUM ONE FULL- BEARING BUNTED GATE VALVE LENGTH OF PIPE AREA (WITH CONCRETE SUPPORT VALVE& ANCHOR O PLIN' UNDISTURBED \_-UNDISIURBW SOIL VALVE/OEAD END NOTE: REDUCER L KfA PLACE 3 MIL (MIN.) POLYETHYLENE HEFT BETWEEN ALL -- CRETE THRUST BLOCKS 0 AND PIPE AND FITTINGS TO PREVENT BOND. WIDR:RRYED -^1 �NOISTURSIM / TEE - SOIL OR 11 1/42 END MINIMVM AREA OF BEARING SURFACE OF CONC. THRUST BLOCKS mmmm mmmmommmm mmm�®®mm®®mmmmm m Io i mmmmm®®®®m®®ml�im®I'F&�'� Ex- L'..&'EISI�'®�bitxRlSl711LDi� mmmmmEmmmmmm mommmam . '','.'&'�EIiQ'iE�Ls��iii� mmmmmmmmomm t�®MEMEMM+ELPfr 'i' '"S� W_ NOW: THRUST BLOCK SHALL BE USED AT ALL BENCS, TEES & REDUCERS THRUST BLOCK DETAILS NO BACKFIWNG WILL BE ALLOWED UNTIL ANY CONC. THRU!;T BLOCKS N.T.S. NAVE SET BLIFFICIENTLV, AS DETERYINED BY THE ENGINEER AND:OR LOLL WATER DEFT. REVISED 2/21201& SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES, INC. 10MM4SFIELDVIEWWJE, SOUTH SURLINGTON, VT 054G, BORB64-2S23 FAX: B02A84- 11 D.- SAL CHECKED DSM APPROT ED DSM CLIENT 1775 SHELBURNE, LLC 210 COLLEGE ST. SUITE 201 BURLINGTON, VERMONT 05401 PROJFCT: HARBOR FREIGHT 1775 SHELBURNE ROAD SOUTH BURLINGTON, VT DATE CRBCKED RSYL410N -- WATER MM GRAVITYSEWEROR 12112111 DSM REVISED WATER MNN FORCE MAIN (JOINTS 1/12119 DSM RE SEDWAWRAIAWMATERMLS TO BE ENCASED) W10118 DSM ZON/NO PERMITAPPUGI;ON Ee ? ENCASEMENT IF SERRATION IS BETWEEN 12" TO 10' WATER MAIN - - a - 10'MIN. 101MIN. m GRAVITY SEWER OR FORCE MAIN 1 K v . SEWER MAINIt WATER DETAILS PROFILE VIEW 3 7 a THE GRAVITY SEWER D1 FORCE MAIN JOINTS SHALL BE CONCRETE SINGLE 20' LENGTH OF ENCASED WMEh' LOCATED ABOVE WATER QUALITY PIPE THE WATER MAIN REFERENCE: VT. WATER SUPPLY RULE CHAPTER 21, , PLAN VIEW SECTION86 -� DATE MAY, 2017 WATER/SEWER CROSSING (IF REO'D) SCALE ASSHOWN C4.2 N.T.S. PRQ1. NO. w4Kn - REYlseoalazms_ __- 15170