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Home My WebLink AboutZP-24-103 - 0027 Green Mountain Drive 4/24/20241 Rev 2019-11 CITY OF SOUTH BURLINGTON ZONING PERMIT APPLICATION PROPERTY Street Address: _________________________________________ Application No: _________________ [office use only] Property Owner: __________________________________________________ Parcel Size: ___________________ Property Owner Mailing Address:___________________________________________________________________ APPLICANT: __________________________________________________________________________________ Applicant Mailing Address: _______________________________________________________________________ Applicant Email: ______________________________________________ Daytime phone: _________________ 1. PROPOSED project including building dimensions (describe): 1a: IF NEW STRUCTURE Building height (see Land Development Regulations Definition of Height): __________ft. # of Bedrooms: ___________ The project will comply with the City of South Burlington “Regulation of Heating and Service Water Heating Systems in New Buildings” ordinance: Yes No 2. RELATED Site Plan, Conditional Use, PUD, Subdivision, or Misc Approval Number (if applicable) 3. Present USE(S) of the property: Single family home on its own parcel Other (please state the USE per Land Development Regulations- retail, general office, multifamily residential, etc.): _________________________________________________________________________________________________ 4. List all present structure(s) on property (describe including dimensions or square footage of each): ___________________ ___________________________________________________________________________________________________ 5. Does the project include a proposed change of USE? No (the property will still be used for the same purpose) Yes a. proposed changed or added USES per Land Development Regulations- retail, general office, multifamily residential, etc.): ___________________________________________________________ b. proposed wastewater generation (GPD): c. proposed PM Peak hour trip generation for entire property (in and out): i. Land Use Code(s) Used, independent variables, calculations: 6. ESTIMATED total cost of improvements (materials and labor): $_______________________________ 7. 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:______________________ Proposed:_______________________ 8. TOTAL impervious surfaces on site (i.e. Building footprint PLUS size in s.f. of driveways, patios, decks): Existing:______________________ Proposed:_______________________ Complete the following only if the project involves changes to the dimensions of your building or other site changes (ie, not interior renovations or roof / window / deck replacement) 27 Green Mountain Drive Green Mountain Drive LLC PO Box 790 Burlington VT 05452 Ted Samuelsen PO Box 790 Burlington VT 05452 tsamuelsen@redstonevt.com 802.343.6809 65 unit multi family housing complex $7000.00 Excavation from the existing mechanical room across a portion of the driveway for the installation of (2) dual charging stations, to be installed in the parking lot. (Photo attached) ✔ (1) building approx. 26,000 sq ft building area ✔ ZP-24-103 2 Rev 2019-11 9. ATTACH SKETCH PLAN OR SITE PLAN 10. APPLICANT/OWNER CERTIFICATION The undersigned property owner hereby consents to submission of this application and understands that if the application is approved, the Zoning Permit and any attached conditions will be binding on the property. _____________________________________________________________________ _________________________ Property Owner Signature PRINT NAME Date The undersigned applicant hereby affirms that the information presented in this application is true, accurate and complete. _____________________________________________________________________ _________________________ Applicant Signature PRINT NAME Date OFFICE USE ONLY – ADMINISTRATIVE OFFICER ACTION – OFFICE USE ONLY DATE Received: ___________________ FEE Received: $ _____________ Identification of zoning district: _______________ Project description: ______________________________________________________________________________________ SITE PLAN _____________________________________ ____________________________ Application # Approval Date SUBDIVISION _____________________________________ ____________________________ Application # Approval Date CONDITIONAL USE _____________________________________ ____________________________ Application # Approval Date VARIANCE _____________________________________ ____________________________ Application # Approval Date MISCELLANEOUS _____________________________________ ____________________________ Application # Approval Date FINAL ADMINISTRATIVE OFFICER ACTION ZONING PERMIT □ APPROVED _________________________ ____________________________________________________________ Approval Date Administrative Officer’s Signature Permit EFFECTIVE date _________________________ Permit EXPIRATION date ___________________________ CONDITIONS of Approval __________________________________________________________________________ □ Provided applicant copy of URBEC or VCBE Standards Handbook or □ Not Applicable □ DENIED _________________________ _____________________________________________________________ Denial Date Administrative Officer’s Signature REASON for DENIAL ______________________________________________________________________________________ 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 [15] 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 and 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) 477-2241 to speak with the regional Permit Specialist. Ted Samuelsen 04/17/2024 Erik Hoekstra 4/17/2024 4/18/2024 43.00 C2 installation of EV chargers and related underground utility work X X 4/24/2024 5/10/2024 4/23/2025 S 219 222 223 218 222 221 219 224 220 224 224 222 222 224 220 218 220 RD RD ST ST ST ST 215 215 212.5 216 ST ST RD 214 213 RD RD RD RD G FD ST S T 182 186 184 RD RD ST 224 218217216 216 216 215 RD 222 RD RD RD RD 222 222 216 218 216 216 ST ST ST 223 2 22 221 220 219 218 217 216 222 224 219 218 220 221 220 220 217 219 220 22 4 222 218 220 190 192 198 200 210 ST212212 214 220 218 219 218 218 212.5 213 214 215 212211 222 214215 215214 215 215 214 214 215 215 214 213 212 216 216 216 216 216 215 215214 213 G G G G G G G G G G G G 204 EXISTING OFFICE BUILDING PROPOSED TRASH &RECYCLING BUILDING W W W W W W W W W W G G G G E T E T S S S S S S E T W W NEW SMHRIM = 213.856" PVC IN = 205.606" PVC OUT = 205.50 6" SDR35 PVC SEWERINV = 211.50 6"SDR35PVC S=0.024 6"SDR35PVC S=0.066 TYPICAL 8" SDR35PVC ROOF DRAIN NEW CB (24" SQ.)RIM = 219.008" IN = 215.0015" PE = 214.50 TYPICAL 8" SDR35 PVC ROOFDRAIN. SEE BUILDING PLANSFOR RISER LOCATIONS STORM WATER INFILTRATION BASIN E5 NEW ELECTRIC VAULT NEW ELECTRIC SERVICE NEW8"CL52DIWATER MAINTAIN 5' SEPARATIONTO EXIST. DRYWELL REMOVE EXIST. LIGHT POLEAND FIXTURES AND REPLACEWITH NEW POLE AND LEDFIXTURE (TYP. - 2 TOTAL) NEW 8" X 8" TEE ANDNEW 8" GATE VALVE EXISTING8"A.C.WATER NEWELECTRICSERVICE BARTLETT BROOK STONE OUTFALLAND STONE SWALE NEW CB (24" SQ.)RIM = 192.015" IN = 188.5015" OUT = 188.00 15" PE END SECTIONINV = 187.75 TREE REMOVAL AND GROUND DISTURBANCESHALL BE MINIMIZED DURING INSTALLATIONOF THE NEW STORM PIPING 12" PE END SECTIONINV = 212.50 NEW CB (24" SQ.)RIM = 222.508" IN = 215.0015" PE = 214.50 INSTALL CLAY DAMALONG SEWER PIPE 6" FOOTING DRAININV = 212.50 NEW CBRIM = 215.5012" IN = 213.1012" OUT = 213.10 APPROX.LIMITS OFPAVEMENTREPLACEMENT NEW 8" GATE VALVE INSTALL FIBERGLASS MARKERSAT EACH NEW GATE VALVE EXISTING DRYWELLEXIST. RIM = 215.79NEW RIM = 215.80 (NEW GRADE RINGS)NEW 12" PE IN = 213.0 REMOVE EXISTING CURB ANDINSTALL 4' GRANITE CURBTAPER WITH 5' OPENING FORRUNOFF TO ENTER ISLAND 12" PE WITH 90° ELBOW ANDGRATE. GRATE ELEV= 215.0 12" PE NEW HYDRANT WITH 6" GATEVALVE AND 6" CL52 DI PIPE 8"CL52DI 6"CL52DI INSTALL 8"X6" REDUCERAFTER 8"X8"X6" HYDRANT TEE DUCT BANK CONSISTS OF:(5) 4" SCH80 PVC - ELECTRIC(1) 4" SCH80 PVC - TELEPHONE(1) 4" SCH80 PVC - CATV(1) 4" SCH50 PVC - TEMPORARY(1) 2" SCH80 PVC - SITE LIGHTING(1) 2 .5" SCH80 PVC - TRASH BLDG NEW CBRIM = 218.5012" OUT = 214.50 NEW CBRIM = 218.75(2) 12" IN = 214.1012" OUT = 214.10 S=0.005 198LFX12"PE NEW CB(SIDE INLET)INLET = 215.2512" OUT = 214.35 5'WIDECONCRETESIDEWALK NEW 8" PVCIN = 211.4OUT = 211.1 NEW GAS SERVICE - COORDINATEWITH VT GAS ON FINAL DESIGN OFSERVICE AND INSTALLATION DISTURBANCE FOR TRENCH EXCAVATIONSHALL BE MINIMIZED AND ALIGNMENTSHALL AVOID EXISTING TREES NEW GAS SERVICE AND METERCONFIRM LOCATION WITHBUILDING PLANS TYP. EXISTING LIGHTTO BE REMOVED CONCRETETHRUST BLOCK CONCRETETHRUST BLOCK NEW5'WIDECONCRETE SIDEWALK EXISTINGGATE VALVE EXIST. CBRIM = 187.608" OUT = 183.6 8" PVCINV = 187.7 EXISTING DRYWELLRIM = 215.62 EXISTING DRYWELLRIM = 212.23 8"SDR35PVC6" SDR35 PVC 15" PERF.PE 15"PERF.PE EXISTING8"ACSEWER 8"PVC 12"PE 12"PEX73LF S=0.0034 CONCRETE CURB CONCRETE CURB CONCRETECURB CONCRETE CURB NEW GRANITECURB ISLAND 5'CONCRETE SIDEWALK 5' SIDEWALK SEE SEWER SERVICEPROFILE ON SHEET 9 GREENMOUNTAINDRIVE 50'WATER SURFACEBUFFER 12"PE X 145LF S=0.0041 SEE INSET FOR STORMWATEROUTFALL AT BARTLETT BROOK NEWGASSERVICE N EW GAS SERVICE E5 E5 E5 E5 SEWERC.O. SEWERC.O. THE CONTRACTOR SHALL COORDINATETHE SERVICE INTERRUPTION FOR THENEW WATERMAIN CONNECTION WORKWITH THE OWNER. THE EXCAVATIONSHALL BE KEPT DRY AT ALL TIMES, ANDTHE NEW TEE AND GATE VALVES SHALLBE CLEAN AND FREE OF ANY DEBRIS. 8"CL52DI CONFIRM 6" DI WATER SERVICERISER WITH MECHANICAL PLANS 49' 57' 7.2' 21.1' 73.8' 9' 16.0' 8.5' 69.4' 24.2'66.7' 97.3' 96.5' 109.0'108.0' 102.2' 47.8' 46.2' PROPOSED 65 UNIT MULTI-FAMILY BUILDING1ST FLOOR = 226.00GARAGE = 215.50 69.25' 102.5' 101.0' TELECOMM.MANHOLE EXISTING STORMMANHOLE EXISTING OUTFALL MANHOLE(DISCHARGE IS THROUGHSIDE OF STRUCTURE) EXISTING STONE FILLTO REMAIN BARTLETT BROOK REMOVE EXISTINGGEOTEXTILE AND PLACENEW 24"-36" ROCK BORROW 2R UTILITY PLAN 25 & 27 Green Mountain Drive South Burlington, Vermont Date Sheet number Scale Checked Drawn Design Survey Project No. Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.com Date Revision By These plans shall only be used for the purpose shown below: Sketch/Concept PreliminaryFinal Local Review Act 250 Review Construction Record Drawing 03-03-17 DJG ABR ABR JMR 14001 EXIST. SMHRIM = 203.77NEW 6" PVC IN = 195.86EXIST. 8" AC INV=195.66 THE CONTRACTOR SHALLNOTIFY DIG SAFE® AT 811PRIOR TO ANY EXCAVATION. 1 inch = 30 ft. (in feet) GRAPHIC SCALE 30 0 15 30 60 120 1"=30' 220 W G E T S G 218 RD ST E W S LEGEND CORE EXISTING MANHOLE AND INSTALLWATERTIGHT RUBBER BOOT. PROVIDESMOOTH TRANSITION BETWEEN NEW INLETPIPE AND EXISTING TROUGH INSET - STORMWATEROUTFALL AT BARTLETT BROOK SCALE: 1"=30' NOTES:24"-36" ROCK BORROW - ROCK BORROWSHALL CONSIST OF BLASTED ROCK BROKENINTO VARIOUS SIZES THAT WILL FORM ACOMPACT EMBANKMENT WITH A MINIMUM OFVOIDS. THE MAXIMUM SIZE SHALL BE 36" INITS WIDEST DIMENSION AND THAT SIZEWHICH MAY BE INCORPORATED IN A 24"THICK LAYER OF ROCK EMBANKMENT. THE LARGEST ROCKS SHALL BE PLACED ATTHE BOTTOM OF THE STONE FILL AT THEEDGE OF THE BROOK CHANNEL. A PRECONSTRUCTION MEETING SHALL BEHELD ONSITE WITH THE ENGINEER PRIOR TOSTARTING ANY WORK ALONG THE BROOK. THIS DRAWING WAS REVISED IN MARCH 2017 TO REFLECT THE RECORDHORIZONTAL LOCATION OF THE FOLLOWING ITEMS. ALL OTHER SITEIMPROVEMENTS ARE SHOWN IN THEIR DESIGN LOCATION:x WATER SERVICExSANITARY SEWER SERVICE & CLEANOUT