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HomeMy WebLinkAboutZP-23-035 - 0031-0033 North Jefferson Road 2/14/2023Height of building cannot be higher than 28' (as measured to midpoint of eaves) from preconstruction grade SEQ Duplex #SD-21-02A 06/11/2021 02/14/2023 03/02/2023 02/13/2024 (Acting) SD Ireland Companies 193 Industrial Avenue 802-863-6222 Williston, VT 05495 www.sdireland.com Page | 1 January 30, 2023 Betsy Brown Planning & Zoning Assistant City of South Burlington 180 Market Street South Burlington, VT 05403 RE: South Village Communities – Lot 11 (#SD-21-02A) Zoning Permit Application – Buildings B-K Dear Betsy, Please find attached our application for Zoning Permits for the construction of 9 duplexes (18 unites) on Lot 11 of South Village Communities. This application includes units 28, 30, 40, 42, 52, 54, 64, 66, 76, 78 Farm Way and 19, 21, 31, 33, 43, 45, 53, 55 North Jefferson Road. Building floor areas for each unit are identical with reconfigured floorplans based on entry points. We have previously submitted for Zoning Permits for the units at 16 Farm Way & 137 Allen Road East (ZP-22-453) and 13 Jefferson Road & 177 Allen Road East (ZP-22-454). ZP-22-453 previously stated that both units would be market rate, however, we are requesting that unit 137 Allen Road East be made affordable, to provide an equal number of affordable units to market rate units per the requirements of SD-21-02A. See the breakdown of affordable and market rate units below: Affordable Market Rate 137 Allen Road East (ZP-22-453) - changed 16 Farm Way (ZP-22-453) 177 Allen Road East (ZP-22-454) 28 Farm Way 13 North Jefferson Road (ZP-22-454) 30 Farm Way 19 North Jefferson Road 40 Farm Way 21 North Jefferson Road 42 Farm Way 31 North Jefferson Road 52 Farm Way 33 North Jefferson Road 54 Farm Way 43 North Jefferson Road 64 Farm Way 45 North Jefferson Road 66 Farm Way 53 North Jefferson Road 76 Farm Way 55 North Jefferson Road 78 Farm Way At the request of the City, we are providing separate applications for each duplex unit. We have calculated the application fee to be $13,058.13 per building (see breakdown on following page), for a total of 9 buildings, resulting in a total Zoning Permit Application fee of $117,523.17. SD Ireland Companies 193 Industrial Avenue 802-863-6222 Williston, VT 05495 www.sdireland.com Page | 2 Fee # per Building Total Finished Area $0.45/SF 2,917 SF $1,312.65 Unfinished Basement Area $0.20/SF 1,126 SF $225.20 Per Garage Bay $50.00/EA 2 $100.00 Recreation Impact Fee $1,665.08/unit 2 $3,330.16 Road Impact Fee $635.76/unit 2 $1,271.52 Police Impact Fee $496.80/unit 2 $993.60 Administrative Impact Fee $100.00/application 1 $100.00 Wastewater Allocation Fee $13.45/GPD 420 GPD $5,649.00 WW Connection Fee $63.00/EA 1 $63.00 Recording/Digitizing Fee $13.00/application 1 $13.00 TOTAL PER BUILDING $13,058.13 This application includes an Application for Wastewater Allocation for the remaining 18 units (13 North Jefferson, 16 Farm Way, 137 Allen Road East, & 177 Allen Road East were previously approved in WWA- 22-151). We are also including Application for Wastewater Connections for each building. Buildings are served by a single sewer connection; therefore, we are providing the following Applications for Wastewater Connection: 28 & 30 Farm Way (Building B) 40 & 42 Farm Way (Building C) 52 & 54 Farm Way (Building D) 64 & 66 Farm Way (Building E) 76 & 78 Farm Way (Building F) 19 & 21 North Jefferson Road (Building K) 31 & 33 North Jefferson Road (Building J) 43 & 45 North Jefferson Road (Building H) 53 & 55 North Jefferson Road (Building G) To the right is a key plan showing our internal building naming scheme which is used in the file naming system for our applications. Note that there is no Building I. Find attached for your review the following items: · Zoning Permit Applications for Buildings B – K (9 total) · Architectural Floorplans and Elevations for Buildings B – K (9 total) · Site Plans for Buildings B – K (9 total) · Wastewater Allocation for Buildings B – K (1 application) · Wastewater Connections for Buildings B – K (9 total) SD Ireland Companies 193 Industrial Avenue 802-863-6222 Williston, VT 05495 www.sdireland.com Page | 3 · Elevation Drawings from Farm Way and North Jefferson Road (1 sheet) · Keyplan (1 image) · This cover letter · Flash drive containing all of the above applications/documents · A check in the amount of $117,523.17 If you have any questions, please contact me at your convenience. Thank you, Nick Smith, P.E. Project Engineer 802-861-9657 Property Owners Name:South Village Community, LLC Property Location:31 & 33 North Jefferson Road Amount:13,058.13 Payment Type:chk #102952 Date:1/31/2023 Code Zoning Permit (New Residential)ZP-23-035 zp Recording fee 13.00$ plus addition/alteration cost 5.00$ per $1,000 project cost -$ OR: plus 2917 0.45$ per sq. ft. 1,312.65$ 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 1,650.85$ Sewer Allocation Fee WWA-23-111 #204 420 g.p.d x 13.45$ 5,649.00$ x Bartlett Bay Airport Parkway Impact Fee Administrative Fee tbc $100.00 per application $100.00 Recreation Impact Fee #220 /unit South Village Recreation Impact Fee #243 1,665.08$ /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-23-09 ww 63.00$ per connection 63.00$ Total (Impact Fees + Permit) 13,058.13$ Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at sq. ft unfinished basement at WW EEEEE E E E E E E WWW W W W W WWWWWW W W W W W W W W W W W W WWWST ST WW WW WW W W W WWWWWS S S SSSSSSSSS STSTSTSTST ST ST S S SSS UD UDUDUDUDUDUDUDUDUDUDUD UD STST ST ST S S D SS EEE EEE E E E E E EEEGEG GG GGG G GGG370 371 372 373 390 388387386385 384 383381379380382375 375 373 374 373 374 374376375381379380378377366368367 36537637537337437637537837637537 4 3733 7 2 378 377 375376375378 37 7 380385390374378 375378377376 S S S S SEEEEEECLASS 3 WETLAND (Classification by Tina Heath on August 1, 2018) EX. FARM ROAD EX.CB 20 RIM=376.9 INV. OUT (15" E)=372.4 EX. CONCRETE ENCASEMENT EX. CB RIM=370.1 INV. IN (6" SE)=367.3 INV. IN (6" SW)=367.1 INV. OUT (15" NE)=364.0 EX. CB RIM=369.9 INV. IN (15" SW)=363.8 INV. IN (6" SW)=366.6 INV. IN (6" NE)=366.3 INV. OUT (15" NE)=363.7 EX. ELEC. CABINET EX. HYDRANT TYP. EX. BARN WWWWWW W W STSSSSS S S NEW CB#2 RIM=375.6 INV.IN=369.8 (12" W) INV.IN=370.0 (4" NE) INV.OUT=369.7 (12" SE) NEW CB#3 RIM=373.7 INV.IN=369.1 (12" NW) INV.OUT=369.0 (12"E) NEW CB#1 RIM=375.6 INV.IN=370.3 (12" N) INV.OUT=370.2 (12" E) PROPOSED FENCE PER LANDSCAPE PLAN CONNECT TO EXISTING REC PATH 15" CULVERT INV.=368.2 NEW YD#1 RIM=375.4 INV.=370.0 NEW YD#3 RIM=376.7 INV.=370.0 NEW YD#4 RIM=375.0 INV.=370.0 STSTSTSTSTNEW CURTAIN DRAIN 12" HDPE S=0.005 ST 15" HDPE CULVERT INV.=370.5 15" HDPE CULVERT INV.=370.7 NEW CB#4 RIM=372.6 INV.IN=367.6 (N) INV. OUT=367.5 (E) NEW CB#5 (2'x2') RIM=377.8 INV.IN=375.4 (ROOF DRAIN) INV.OUT=375.3 12" HDPE INV.=369.3 ST INV.=368.7 INV.=368.5 ST INV.=368.2 ST INV.=367.9FDFD FDFD FD FD FOUNDATION DRAIN F.E.S. INV.= 365.0 FND INV.=367.4 FND INV. = 3 6 7 . 2 FND INV. = 3 6 6 . 9 FND INV. = 3 6 6 . 6 FN D INV. = 3 6 6 . 3 FD FDN INV.=374.2 FD FD4" FDN INV.=374.8 FDN INV.=373.6 FDN INV.=374.5 STSTSTSTSTROOF DRAIN INV.=375.8 4" ROOF DRAIN INV.=376.6 ROOF DRAIN INV.=377.2 ROOF DRAIN INV.=377.8 ROOF DRAIN INV.=378.5 ROOF DRAIN INV.=379.1 12" HPDE F.E.S. INV.=374.9 W/ HYDRAULIC INLET FDFND DRAIN INV.=370.7 FD FND DRAIN INV.=371.4 FND DRAIN INV.=373.0 EX. CB 23 RIM=370.8 INV. IN (18" NE)=367.2 INV. OUT (18" S)=367.1 S S S S SS S S S S S UE UE UEUEUEUE UEUE UE UEUEUE10' WIDE SPILLWAY ELEV.=376.2 UE UEUEUEUE UE UE UE UEUE 15" CULVERT INV.=369.5 EX. CB 22 RIM=371.9 INV. OUT (15" W)=367.9 EX. CB 21 RIM=371.9 INV.IN (15" E)=367.4 INV. OUT (18" SW)=367.3 EX. ELEC. CABINET ST EX. CB #6 RIM=376.7 INV. IN (15" NE)=372.2 INV. OUT (15" SW)=372.2 EX. CB# 3 RIM=376.7 INV. OUT (15" SW)=372.7 BIO RETENTION AREA#1 BIO RETENTION AREA#2 BIO RETENTION AREA#3 MATCH EX. GRAVEL ROAD ELEVATION D DMH#1 OUTLET STRUCTURE RIM=375.9 INV. IN=369.3 (CAP W/ 1 12" ORIFICE) INV. OUT=373.5 12" HDPE F.E.S. INV.=379.7 12" HDPE F.E.S. INV.=379.6 12" CULVERT INV.=375.2 12" CULVERT INV.=374.8 PROPOSED FENCE PER LANDSCAPE PLAN NORTH JEFFERSON ROADALLEN ROAD EAST FORCE MAIN 15" HDPE 12" SDR 35 PVC4" PVC FORCE MAIN4" PVC15" H D P E 15" HDPEDOUGLAS LANEOPEN GREEN SPACE FARM WAYSOUTH JEFFERSON ROADDEWEY PLACE SLADE STREET100+00100+50101+00101+50102+00102+50103+00103+50104+ 0 0 104+50 105+00 105+5 0 10 6 + 0 0 10 6 + 2 6 . 0 5 + 378.4+ 379.8 12" HDPE S=0.02 1 2 " H D P E S = 0 . 0 2 381 12" HDPE S=0.015 + 380.5 12" HDPE PERF S =0.0050+000+501+001+502+002+503+003+504+004+48.55381 376EXISTING REC. PATH380380379375377+ 377.3 + 377.3 S=6 . 8 % S=8 % S=5 . 9 % S=7. 5 % + 373.8.3 3 7 8 377 376 375 373 371 371 378379+ 372.5 + 37 7. 6 372 + 373.7 374 378 378377+ 37 7. 4 + 377.3 + 377.6 + 377.0 S=7. 3 % S=5 % 378 377 378378 378+ 376.3 + 376. 0377376 + 374.2 + 372. 7 + 376. 2 376 + 374.0 S=5 % + 377.6 377 376375374374377 373377 377379 38 0 S=9 % S=8 % S=8 % S=9 % S=7.4 %376S=7% + 380.2 380+ 379.9+ 379.6+ 380.3+ 379.3380 S=7 % 382 383 379 378 381 380 379 379380384+ 380.5+ 381.1+ 381.8+ 383.3S=8%381382383 383 382 384 382S=2.7 % 383 382 382 383 384 382.5 +381380379.5 +37937938 0 380 38 1 384 384 384 383 383 383 382 382 382 382.5 +382S=2% 381 380 382 373378378378377 37937937 8 37 7 376 375 382.5 + 379 378 C.O. C.O.12" HDPE S=0.0044378378S=0.005 12" HDPE S=0.005C.O. C.O. C.O. C.O.12" HDPE S=0.01379378377 376C.O.12" HDPE S=0.0212" HDPE S=0.005C.O.WS WS WS WS WS NEW INV. IN=367.2 (12"W) NEW INV. IN=367.4 ("W)TT4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 8" HDPE 4"4"4"4" 4" 4" 4" 4" 8" H D P E 8" H D P E 8" H D P E 377.0 + 12" H D P E 1 2 " HD P E 12" HDP E3813803803 7 7 3 7 6 10 + 372.0 372.5 + 12" HDPE NEW INV. IN=372.8 (12"NE) + 377.2 + 376.6 377 + 377.2S=2%S=2%3 7 6 S=2%S=2%+ 377.2 + 377.2 376.5 375.5 + 377.2 377+ 377.2 + 376. 2 375 375.5 374.5 380.6 +378377376381 380379 377 376 375 374 373 372 371 371 + 377.2 + 376.6 3 7 5 382.5 +375378 380.9 +SWALE S=0.01374 + 379 . 3 379379SWALE S=0.01S W A L E S = 0 . 0 1 NEW YD#2 RIM=376.0 INV.=370.04"3763753774"4"378377 3 7 6 . 5 UEUEUE UE UE 6" P E R F . P V C 6" P E R F . P V C 6" PERF. P V C PROPOSED 3 RAIL FENCE AT WETLAND W S WS WS 378377 37810 ' EX. 10' WIDE ELEC. EASEMENT 10'EX. 10' WIDE ELEC. EASEMENT10'EX. 10' WIDE ELEC. EASEMENT EX. REC. PATH EASEMENT WS WS WS WS WS WS WSWS WS WS WS WS 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 DSM MAB 1" = 30' 01243.18 C2.1 11/13/2020 LOCATION MAP 1" = 2000' PROPOSED GRADING AND DRAINAGE PLAN 12/18/20 DSM REVISIONS PER CITY COMMENTS 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 11 LEGEND FM E G ST S T W EXISTING CONTOUR EXISTING CURB EXISTING GRAVEL EXISTING PAVEMENT EXISTING SWALE WETLANDS WETLANDS BUFFER EXISTING ELECTRIC EXISTING FORCEMAIN EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING TELEPHONE EXISTING WATER STREAM EXISTING WELL 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 APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE IRON ROD/PIPE FOUND CONCRETE MONUMENT FOUND W S D EXISTING YARD DRAIN ST S W PROPOSED PAVEMENT PROPOSED STORM PROPOSED GRAVITY SEWER PROPOSED WATER S PROPOSED SEWER MANHOLE PROPOSED CATCH BASIN PROPOSED PROPERTY LINE PROPOSED YARD DRAIN PROPOSED HYDRANT PROPOSED SHUT OFF UE PROPOSED UNDERGROUND ELEC. D PROPOSED STORM MANHOLE DSM BUILDINGS FOOTPRINTS ARE LIKENESS ONLY 01/06/21 DSM REVISIONS PER TOWN COMMENTS PROPOSED LIGHT POLE 11/04/21 DSM REVISIONS PER DRB DECISION P:\AutoCADD Projects\2001\01243.18 - Lot 11\1-CADD Files-01243.18\dwg\01243.18-SITE.dwg, 12/14/2022 2:47:54 PM, DWG To PDF.pc3+ 372.5+ 373.8+ 375.2+ 375.1+ 373.8+ 374.5+ 375.0+ 375.0+ 374.9+ 374.9+ 374.0+ 374.6+ 374.5+ 374.0+ 375.2+ 375.0+ 375.6+ 375.2+ 374.1+ 374.0+ 375.6+ 375.0+ 376.3+ 376.4+ 374.0+ 373.9+ 375.1+ 375.8+ 375.7+ 375.1+ 381.8+ 381.7+ 380.6+ 379.4+ 380.0+ 372.4+ 383.6+ 385.0+ 381.4+ 379.0+ 379.2+ 380.8+ 383.4+ 383.1+ 378.9+ 381.8+ 378.9+ 378.6+ 378.0+ 375.9+ 375.9+ 376.2+ 376.4+ 376.3+ 376.9+ 376.8+ 376.8+ 376.8+ 376.9+ 376.9+ 376.9+ 376.7+ 376.5+ 376.7+ 376.9+ 377.1AVE GROUND ELEV = 374.2 MAX ROOF ELEV = 402.2 BOTTOM FOOTING = 367.10TOP FOOTING = 367.77 7'-10" WALL = 375.60 1'-2" TO FFE = 376.77 (8' FIRST FLOOR) ROOF ELEV = 400.19 AVE GROUND ELEV = 374.7 MAX ROOF ELEV = 402.7 BOTTOM FOOTING 368.23 TOP FOOTING = 368.90 7'-10" WALL = 376.731'-2" TO FFE = 377.90 (8' FIRST FLOOR) ROOF ELEV = 401.32 AVE GROUND ELEV = 374.9 MAX ROOF ELEV = 402.9 BOTTOM FOOTING = 367.93TOP FOOTING = 368.60 7'-10" WALL = 376.43 1'-2" TO FFE = 377.60 (8' FIRST FLOOR) ROOF ELEV = 401.02 AVE GROUND ELEV = 375.2 MAX ROOF ELEV = 403.2 BOTTOM FOOTING = 367.63 TOP FOOTING = 368.30 7'-10" WALL = 376.13 1'-2" TO FFE = 377.30 (8' FIRST FLOOR) ROOF ELEV = 400.72 AVE GROUND ELEV = 374.9MAX ROOF ELEV = 402.9 BOTTOM FOOTING = 367.33 TOP FOOTING = 368.00 7'-10" WALL = 375.83 1'-2" TO FFE = 377.00(8' FIRST FLOOR) ROOF ELEV = 401.42 AVE GROUND ELEV = 376.8 MAX ROOF ELEV = 404.8 BOTTOM FOOTING = 370.84 TOP FOOTING = 371.51 9'-2" WALL = 380.682" HANGER TO FFE = 380.84 (8' FIRST FLOOR) ROOF ELEV = 404.26 AVE GROUND ELEV = 376.9 MAX ROOF ELEV = 404.9 BOTTOM FOOTING = 371.50TOP FOOTING = 372.17 9'-2" WALL = 381.33 2" HANGER TO FFE = 381.49 (8' FIRST FLOOR) ROOF ELEV = 404.90 AVE GROUND ELEV = 376.4 MAX ROOF ELEV = 404.4 BOTTOM FOOTING = 370.93 TOP FOOTING = 371.60 9'-2" WALL = 380.772" HANGER TO FFE = 380.93 (8' FIRST FLOOR) ROOF ELEV = 404.35 AVE GROUND ELEV = 380.8 MAX ROOF ELEV = 408.8 BOTTOM FOOTING = 372.43 TOP FOOTING = 373.10 9'-2" WALL = 382.272" HANGER TO FFE = 382.44 ROOF ELEV = 406.86 AVE GROUND ELEV = 381.5MAX ROOF ELEV = 409.5 BOTTOM FOOTING = 373.03TOP FOOTING = 373.70 9'-2" WALL = 382.87 2" HAGNER TO FFE = 383.03ROOF ELEV = 407.45 AVE GROUND ELEV = 379.3 MAX ROOF ELEV = 407.3 BOTTOM FOOTING = 372.63 TOP FOOTING = 373.30 9'-2" WALL = 382.472" HANGER TO FFE = 382.63 ROOF ELEV = 407.05 DNDN BONUS RM / UNHEATED HALL CL BEDRM 2 BONUS RM / UNHEATED BATHRM BEDRM 1 LNDRY CL HALL LIN BEDRM 2 CL BATHRM 8'4"x8'4" BEDRM 1 15'2"x12'2" LIN - LNDRY 2'10"x5'2" UP DN DN DN CL 1/2 BATH KITCHEN DINING LIVING RM GARAGE CL 1/2 BATH KITCHEN DINING LIVING RM ? 2 GARAGE South Village Communities, LLC193 Industrial Ave.Williston, VT 05495Floor PlansA1 40'-0"6'-0"28'-0"32'-0"40'-0"24'-0"6'-0"6'-0"28'-0"32'-0"40'-0"24'-0"6'-0"6'-0" First Floor Plan 3/16"=1'-0" 1 Second Floor Plan 3/16"=1'-0" 2 Keyplan PORCH PORCH FLOOR AREA: UNFINISHED BASEMENT: 1,126 SF LIVING SPACE: 2,380 SF GARAGE: 607 SF UNFINISHED BONUS ROOM: 537 SF TOTAL: 4,650 SF Buildings B,C,D,E,F,H,J,KSouth Village Communities2/9/2023 First Floor 100' -0" Second Floor 110' -1 3/4" T/O PLATE 119' -1 7/8" UNIT 2 UNIT 1 12 8 12 8 12 8 12 8 First Floor 100' -0" Second Floor 110' -1 3/4" T/O PLATE 119' -1 7/8" 1 9 6 4 7 5 8 310 3 11 5 8 12 8 12 5 UNIT 1 UNIT 2 12 8 12 8 Buildings B,C,D,E,F,H,J,KSouth Village CommunitiesSouth Village Communities, LLC193 Industrial Ave.Williston, VT 05495Exterior ElevationsA2 Street Elevation 3/16"=1'-0" 1 Side Elevation 3/16"=1'-0" 2A2A2 Rear Elevation 3/16"=1'-0" 3 Side Elevation 3/16"=1'-0" 4A2A2 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 A. - NOTES A) SEE 1 AND 2/A2 FOR TYPICAL MATERIAL KEYNOTES APPLICABLE TO ALL ELEVATIONS B) REFER TO STREET ELEVATION SHEET A3 FOR SPECIFIC BUILDING STREET ELEVATIONS, COLOR, AND MATERIAL VARIATIONS BETWEEN LOTS UNIT 1 12 5 712 3 1 106 9 2 UNIT 2 2/9/202377 7 4 4 109'-1 3/4" - (B,C,G,H,J,K) 110'-1 3/4" - (D,E,F) 117'-2 7/8" - (B,C,G,H,J,K) 118'-2 7/8" - (D,E,F) 109'-1 3/4" - (B,C,G,H,J,K) 110'-1 3/4" - (D,E,F) 117'-2 7/8" - (B,C,G,H,J,K) 118'-2 7/8" - (D,E,F) ZONING BUILDING HEIGHT 23'-5" (BLDGS B,C,G,H,J,K)24'-5" (BLDGS D,E,F)ZONING BUILDING HEIGHT 23'-5" (BLDGS B,C,G,H,J,K)24'-5" (BLDGS D,E,F)7 77 7 BLDG J FFE = 377.60 BLDG J HEIGHT = 401.02 SEE STREET ELEVATION FORCORRESPONDING SITE ELEVATIONS AVE. PRE-CONST. GROUND ELEV = 374.9 MAX BUILDING HEIGHT ELEV = 402.9