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Home My WebLink AboutZP-22-455 - 0221-0222 Preserve Road 12/8/2022Height written on application is measured to peak. Height shall not exceed 28' to midpoint of roof 12/08/2022 12/24/2022 12/07/2023 Property Owners Name:South Village Community, LLC Property Location:221 Preserve Road & 13 Wilson Lane Amount:13,052.64 Payment Type:check #593830 Date:12/1/2022 Code Zoning Permit (New Residential)ZP-22-455 zp Recording fee 13.00$ plus addition/alteration cost 5.00$ per $1,000 project cost -$ OR: plus 2987 0.45$ per sq. ft. 1,344.15$ plus 1126 0.20$ per sq. ft. 225.20$ plus 2 50.00$ per bay 100.00$ plus After-the fact of 50% [no NOV] or 100% [NOV] -$ Zoning Permit Total 1,682.35$ Sewer Allocation Fee WWA-22-152 #204 420 g.p.d x 13.45$ 5,649.00$ x Bartlett Bay Airport Parkway Recreation Impact Fee #220 /unit South Village Recreation Impact Fee #243 1665.08 /unit 3,330.16$ Road Impact Fee #221 $635.76 /unit 1,271.52$ Fire Impact Fee #203 /unit -$ Police Impact Fee #222 $496.80 /unit 993.60$ Dorset Street Waterline Fee #230 /unit -$ Sewer Connection Inspection WW-22-54 ww 63.00$ per unit 126.00$ Total (Impact Fees + Permit) 13,052.64$ Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at sq. ft unfinished basement at Building A - Lot 48NSouth Village CommunitiesSouth Village Communities, LLC193 Industrial Ave.Williston, VT 05495UP DN CL 1/2 BATH KITCHEN DINING LIVING RM 1 DN DN GARAGE ?GARAGE UPDNCL1/2 BATHKITCHENDININGLIVING RM1 DN DNDNDINING DN BEDRM 2 CL HALL CL BATHRM 8'4"x8'4" BEDRM 1 15'2"x12'2" LIN - LNDRY 2'10"x5'2"DNBEDRM 2CLHALLCLBATHRM8'4"x8'4"BEDRM 115'2"x12'2"LIN-LNDRY2'10"x5'2"BONUS / UNHEATED STORAGE BONUS / UNHEATED STORAGE CL CLLNDRY2'10"x5'2"CLUNIT 1125First Floor Plan 3/16"=1'-0" 1 Second Floor Plan 3/16"=1'-0" 2 East Elevation 3/16"=1'-0" 3 South Elevation 3/16"=1'-0" 4 North Elevation 3/16"=1'-0" 5 West Elevation 3/16"=1'-0" 6 Living Rm Dining Kitchen 1/2 Bath Up Living Rm Dining Kitchen 1/2 Bath Bedroom 1 Bedroom 2 Bathroom Hall Lin. DN LNDRY CL Bedroom 1 Bedroom 2 LNDRY Bathroom Hall DN CL CL CL DN DN DN DN6'-0"20'-0"28'-0"20'-0"32'-0"20'-0"28'-0"20'-0"32'-0"8'-0"29'-2"5/12 5/12 5/12 8/12 5/12 8/12 8/12 8/126/12 8/12 8/126/12 DN Up Porch Porch Porch 11/30/221 9 5810 6 3 4 11 7 6 12 7 12 7 12 1. VINYL LAP SIDING -4 1/2' EXPOSURE 2. 1x10 PVC FRIEZE 3. 1x6 PVC TRIM 4. 1x4 PVC WINDOW TRIM 5. 8" SQUARE STRUCTURAL COLUMN 6. 1x10 PVC WATERTABLE TRIM 7. 30-YR ARCHITECTURAL ASPHALT SHINGLES 8. ALUMINUM RAILING SYSTEM 9. VINYL WINDOW w/ INSULATED GLASS 10. FIBERGLASS INSULATED EXTERIOR DOOR 11. 1x8 PVC FRIEZE 12. CONTINUOUS RIDGE VENT LEGEND Keyplan 5'-5"8'-4"FLOOR AREA: UNFINISHED BASEMENT: 1,126 SF LIVING SPACE: 2,380 SF GARAGE: 607 SF UNFINISHED BONUS ROOM: 607 SF TOTAL: 4,720 SF Floor Plans & Elevations 38 0 379 379 378 378 378 37 7 377 377 3 7 6 376 376 375375 375 3 7 4 374 374 37 3 373 3 7 3 37 2 372 372 371 37 1 370 370 370 369 369 SS3753763773 7 7 378378379380381PROPOSED 20' WIDE ACCESS LANE S PROPOSED FENCE NO PARKING SIGN REALIGN EX. REC. PATH12'PAVERS PER LANDSCAPE PLAN R= 1 5 'R=15'PROPOSED SWALE S S S 27N 26N 50N 25NPRESERVE ROADCHURCHHILL STREET EX. TRAIL93N 94N95N 92N FARMS EDGE LANE 100+0 0 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00104+38.68 EXIST ING REC . PATHEXISTING REC. PATHEXISTING SIDEWALKEXISTING REC. PATH 0+75 T 63 PROPOSED 5' WIDE SIDEWALK NO PARKING SIGN STOP SIGN NO PARKING SIGN STORMWATER POND PROPOSED SWALE 12' STORMWATER EASEMENT TO H.O.A. STORMWATER EASEMENT STORMWATER EASEMENT 8'8'STORMWATER EASEMENT 5' SETBACK 5' SETBACK 5' SETBACK5' SETBACK10' SETBACK5' SETBACK5' SETBACK10' SETBACK 10' SETBACK 10' SETBACK 5' SETBACK 5' SETBACK 5' SETBACK5' SETBACK5' SETBACK 5' SETBACK PAVED PAVED PAVED PAVED PAVED 221 PRESERVE ROAD 13 FARMS EDGE LANE 23 FARMS EDGE LANE 27 FARMS EDGE LANE 53 FARMS EDGE LANE 43 FARMS EDGE LANE 63 FARMS EDGE LANE 73 FARMS EDGE LANE PROPOSED FENCE PER LANDSCAPE PLAN (TYP.) 48N PAVED PAVED PAVED PROPOSED FENCE PER LANDSCAPE PLAN (TYP.) 59.00' 160.38' 226.68' R=40.0' A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com 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 CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATING FIRM TO LOCATE OWNER OWNED UNDERGROUND UTILITIES PRIOR TO START OF ANY EXCAVATION. 2.ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED OR ABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER. 3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUND UTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THE PROJECT. 4.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. 5.ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. 6.MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UTILITIES. 8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALS INCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOP DRAWING APPROVAL IS GRANTED. 9.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS AND ANY LOCAL PUBLIC WORKS STANDARDS. 10.THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE 0.1 FEET. UNLESS NOTED OTHERWISE, ALL EXISTING MANHOLE COVERS, VALVES, CURB STOPS AND OTHER ITEMS TO REMAIN SHALL BE ADJUSTED TO THE NEW FINISH GRADE. 11.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 12.THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O.W. WITH TOWN AUTHORITIES. 13.THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES IN ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS. 14.EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT AN APPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW. 15.IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE ITEM IN QUESTION. 16.PROPERTY LINE INFORMATION IS BASED ON A PLAT ENTITLED "PHASE II LOTTING PLAT SOUTH VILLAGE COMMUNITIES, LLC." DATED OCT. 31, 2013 REVISED 05/20/20 PREPARED BY CIVIL ENGINEERING ASSOCIATES, INC. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. 17.IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED IN ACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO TWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL. 18.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING. 19.THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FOR COMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILE WHERE APPLICABLE. 20.THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY AND ALL SAFETY FENCES OR RAILS ABOVE EXISTING AND PROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE AND INSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION AND VERIFY ANY AND ALL PERMITTING REQUIREMENTS. GENERAL NOTES DSM MAB 1" = 20' 01243.17 C2.0 LOCATION MAP 1" = 2000' PROPOSED CONDITIONS PLAN S.D. IRELAND COMPANIES 193 INDUSTRIAL AVENUE WILIISTON, VERMONT 05495 Dorset StreetSpear StreetAllen Road Vermont National Country Club Nowland Farm Road U.V.M. Dorset Farms SOU T H B U R L I N G T O N SHEL B U R N E SITE SOUTH VILLAGE COMMUNITIES, LLC LOT 48N PROPOSED CONDITIONS SITE PLAN SCALE: 1" = 20' 1" = 20' 11/13/2020 LEGEND FM G ST S W E 100 EXISTING CONTOUR EXISTING CURB EXISTING FENCE EXISTING GRAVEL EXISTING PAVEMENT EXISTING SWALE EXISTING ELECTRIC EXISTING FORCEMAIN EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING WATER EXISTING SEWER MANHOLE EXISTING STORM MANHOLE EXISTING CATCH BASIN EXISTING HYDRANT EXISTING SHUT OFF EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING GUY WIRE/POLE EXISTING SIGN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EDGE OF BRUSH/WOODS SETBACK LINE PROPERTY LINE IRON ROD/PIPE FOUND CONCRETE MONUMENT FOUND S D UD EXISTING UNDERDRAIN G FD S W UE PROPOSED CONTOUR100 PROPOSED CURB PROPOSED FENCE PROPOSED GRAVEL PROPOSED PAVEMENT PROPOSED SWALE PROPOSED UNDERGROUND ELECTRIC PROPOSED GAS PROPOSED FOUNDATION DRAIN PROPOSED GRAVITY SEWER PROPOSED WATER S PROPOSED SEWER MANHOLE PROPOSED CATCH BASIN PROPOSED REBAR SET PROPOSED HYDRANT PROPOSED SHUT OFF PROPOSED SETBACK LINE PROPOSED PROPERTY LINE ST PROPOSED STORM ANY TIME R7-1 12"x18" PARKING NO R1-1 30"x30" PROPOSED SIGNS DSM BUILDINGS FOOTPRINTS ARE LIKENESS ONLY 01/06/21 DSM REVISIONS PER TOWN COMMENTS 01/26/21 DSM ADD ROAD CENTER LINE DIMENSIONS P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-SITE.dwg, 1/26/2021 8:51:43 AM, DWG To PDF.pc343 WILSONLANE 13 WILSONLANE 23 WILSONLANE 27 WILSONLANE 53 WILSONLANE 63 WILSONLANE 73 WILSONLANE 815.6 sf UP DN CL 1/2 BATH KITCHEN DINING LIVING RM 1 DN DN GARAGE ?GARAGE UPDNCL1/2 BATHKITCHENDININGLIVING RM1 DN DNDNDINING Living Rm Dining Kitchen 1/2 Bath Up Living Rm Dining Kitchen 1/2 Bath DN DN DN DN6'-0"20'-0" 28'-0" 20'-0"32'-0"8'-0"DN Up Porch Porch Porch 41.57 sf