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HomeMy WebLinkAboutSP-24-09 - Plans - Record - 0112 Garden StreetD R R R R RR RR SOUTH BURL I N G T O N GARDEN STREET S0 7 ° 4 6 ' 2 7 " E L 2 IPF D LOT L 526,082 S IPS 112 GARDEN STREET PROSPECT PLACE LOT N PAVED PARKING AREA EX. SIDEWALK PA V E D P A R K I N G A R E A EXISTING BOX CULVERT TO CORSET ST EXISTING STORM POND 1 EXISTING GRAVEL WETLAND 5 LOT N M A R K E T S T R E E T FUTURE BUILDING 7 303 MARKET ST 113 GARDEN STREET BUILDING 6 267 MARKET STREET BUILDING 4 EXIS T I N G C O N C R E T E S I D E W A L K EXIS T I N G P A V E D P A T H E X I S T I N G C O N C R E T E S I D E W A L K TEMPORARY 6' WIDE PAVED PATH. (10' PAVED PATH AND ADJACENT SIDEWALK TO BE COMPLETED PRIOR TO OCCUPANCY OF BUILDING 7) EXIST. STOP SIGN 50 ' R REMOVE 40 LF EXISTING CURB TEMPORARY NEW GRAVEL SUBBASE (18") AND PAVEMENT (2.5" TYPE II) POLY SAFETY BARRIERS (EMPTY) EXIST. STOP SIGN FUTURE CONCRETE SIDEWALK FUTURE PAVED PATH TYPICAL TRAFFIC FLOW DIRECTION TYPICAL RESERVED PARKING SPACE FOR DAY CARE STOP SIGN TYPICAL TEMPORARY CHAIN LINK FENCE ALONG 6' PAVED PATH WHEN THERE IS ADJACENT CONSTRUCTION BIORETENTION AREA NEW TAPERED CONCRETE CURB TEMPORARY ONE-WAY CIRCULATION NEAR DAY CARE BUILDING ENTRY UD UD GARDEN STREET 112 GARDEN STREET PROSPECT PLACE LOT N EX. SIDEWALK PA V E D P A R K I N G A R E A EXISTING BOX CULVERT TO CORSET ST EXISTING STORM POND 1 LOT N M A R K E T S T R E E T FUTURE BUILDING 7 303 MARKET ST 113 GARDEN STREET BUILDING 6 267 MARKET STREET BUILDING 4 EXIS T I N G C O N C R E T E S I D E W A L K EXIS T I N G P A V E D P A T H COUR S E WEARING COURSE PAVEMENT WEA R I N G C O U R S E P A V E M E N T WEAR I N G PAVEM E N T E X I S T I N G C O N C R E T E S I D E W A L K BIORETENTION AREA SOUTH BURLINGTON CITY CENTER GARDEN STREET (SOUTH OF MARKET STREET) GR I D 1 PHASED COMPLETION PLAN AND TEMPORARY PEDESTRIAN & VEHICULAR ACCESS (IN FEET) 40 0 40 80 160 1" = 40 ft. STAGE BUILDING COMPLETION DATE STAGE 1 PROSPECT PLACE 112 GARDEN STREET JUNE 1, 2024 STAGE 2 CATAMOUNT RUN-PH2 267 MARKET STREET STREET AUGUST 1, 2025 STAGE 3 CATAMOUNT RUN-PH2 113 GARDEN STREET AUGUST 1, 2025 STAGE 4 BUILDING 7 114 GARDEN STREET SEPTEMBER 1, 2025 WEARING COURSE PAVEMENT & OPEN GARDEN STREET TO PUBLIC TRAFFIC SEPTEMBER 1, 2025 GARDEN STREET PHASED COMPLETION GR I D GARDEN STREET PHASED COMPLETION SCALE: 1" = 40 FEET TEMPORARY PEDESTRIAN & VEHICULAR ACCESS - 112 GARDEN STREET SCALE: 1" = 40 FEET MINIMUM 5' WIDE TEMPORARY PAVED PATH ADJACENT TO EXISTING LIGHT POLE BASE. INSTALL TYPE 3 OBJECT MARKER SIGNS ON EACH SIDE. OM3L & R 12" X 36" R5-11 30" X 24" VEHICLES AUTHORIZED ONLY POLY SAFETY BARRIER MINIMUM HEIGHT = 36" 70 LB EMPTY WEIGHT (72" LONG UNIT) POLY SAFETY BARRIERS (EMPTY) OVERALL LENGTH = 30 FEET INSTALL (2) 'AUTHORIZED VEHICLES ONLY' SIGNS FACING CORSET STREET TYPICAL SAFETY BARRIERS (POLY OR CONCRETE) TO TEMPORARILY CLOSE PARKING SPACES TEMPORARY NO PARKING TEMPORARY NO PARKING TEMPORARY NO PARKING TEMPORARY NO PARKING COORDINATE WITH DPW ON TEMPORARY PARKING SPACE CLOSURE, IF REQUIRED, TO EXTEND CORNER SIGHT DISTANCE FROM EXISTING DRIVEWAY DO NOT ENTER R5-1 30" X 30" S1 S1 ONE WAY R6-1 36"X18"S2S1 S2 S2 R5-11 30" X 24" VEHICLESAUTHORIZED ONLY (2) 'AUTHORIZED VEHICLES ONLY' SIGNS FACING MARKET STREET TYPICAL TRAFFIC FLOW DIRECTION Date Sheet number Scale Checked Drawn Survey Date Revision By These plans shall only be used for the purpose shown below: Sketch/Concept Final Local Review Construction Record Drawing 04-04-24 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN TEMPORARY RUBBER SPEED BUMP MOUNTED ON PAVEMENT (LENGTH = 18', MIN. HEIGHT = 2") 04-18-24 ADD NOTES PER STAFF REVIEW ABR TEMPORARY PEDESTRIAN AND VEHICULAR ACCESS 1.ONE-WAY CIRCULATION WITHIN A PORTION OF THE PARKING LOT SERVING THE BUILDING AT 112 GARDEN STREET SHALL BE TEMPORARY. SIGNS FOR ONE-WAY CIRCULATION SHALL BE REMOVED CONCURRENT WITH THE OPENING OF THE GARDEN STREET CURBCUT FOR RESIDENT USE. 2.THE CONCRETE CURB MODIFICATION (REMOVAL) AT THE SOUTHERLY CORNER OF THE BUILDING AT 303 MARKET STREET SHALL BE TEMPORARY. THE CONCRETE CURB SHALL BE RE-CONSTRUCTED TO MATCH THE APPROVED RECORD PLAN FOR 303 MARKET STREET WITHIN 30 DAYS OF THE OPENING OF THE GARDEN STREET CURBCUT FOR THE RESIDENTS AT 112 GARDEN STREET. 3.CONTINUOUS PEDESTRIAN ACCESS SHALL BE PROVIDED ALONG GARDEN STREET BETWEEN MARKET STREET AND THE BOX CULVERT LOCATED WEST OF THE BUILDING AT 112 GARDEN STREET, THE TEMPORARY PAVED PATH ALONG THE NORTH SIDE OF BUILDING 7 SHALL BE REMOVED PRIOR TO INSTALLATION OF THE PERMANENT 10 FEET WIDE PAVED PATH (SEE GARDEN STREET DESIGN PLANS FOR CONSTRUCTION DETAILS RELATED TO THE PAVED PATH AND CONCRETE SIDEWALK). STOP R1-1 30" X 30" PRIOR TO THE OCCUPANCY OF THE BUILDING AT 112 GARDEN STREET, STOP SIGNS SHALL BE INSTALLED ON EACH GARDEN STREET APPROACH TO MARKET STREET S3 S3 S3 05-01-24 ADD NOTES RE: GARDEN ST STOP SIGN INSTALL TIMING ABR D 310 302 304 30 8 3 0 7 307 308 311 311 3 1 2 311 310 312 312 314 315 314 312 311 311 313 312 311 310 309 308 307 306 305 303 301 310 303 30 5 3 0 5 307 307 30 9 302 306 304 306 307 30 5 305 307 306 30 7 308 306 312 30 5 305 308 305 300 299 305 310 30 9 312 314 305 31 0 30 5 30 8 30 5 30 5 30 5 305 30 8 30 9 3 0 8 31 0 308 308 309 30 8 308 D D D D D 312 311 311 310 GARDEN STREET LOT M1 6' WIDE CONCRETE SIDEWALK 10' WIDE SHARED USE PAVED PATH 6' WIDE CONCRETE SIDEWALK PROPOSED BUILDING SH A R E D D R I V E PA V E D P A R K I N G A R E A EX. SIDEWALK PA V E D P A R K I N G A R E A EXISTING BOX CULVERTTO DORSET STREET EX I S T I N G S T O R M W A T E R F A C I L I T Y EX I S T . S T O R M W A T E R FA C I L I T Y STORM POND 1 GRAVEL WETLAND 5 LOT M2 PROPOSED BUILDINGLOT L LOT N TRASH & RECYCLING ENCLOSURE CLASS 2 WETLAND CLASS 2 WETLAND 208' 158' 18' 80' 26 8 ' 58' 31' 50 ' 152' 67' PROPOSED 55' WIDE ACCESS & UTILITY EASEMENT FOR THE BENEFIT OF LOTS M2-M6 22' 55' EL E C ELEC LOT M3 SEE PLANS BY WAGNER HODGSON FOR LAYOUT AND LANDSCAPING IN MINI PARK 6' WIDE CONCRETE SIDEW A L K 6' W I D E C O N C R E T E S I D E W A L K 5' W I D E C O N C R E T E S I D E W A L K 83' 65 ' 22 ' 296' 61 ' SEE SEPARATE PLANS FOR GARDEN STREET DESIGN INFORMATION PROPOSED TREELINE 72 ' 16 7 ' 15' WIDE PATH EASEMENT 15' 5 0 ' W E T L A N D B U F F E R 20 9 ' WETLAND / BUFFER DEMARCATION LIMITS (SEE NOTE THIS SHEET) WETLAND / BUFFER DEMARCATION (SEE NOTE THIS SHEET) TYPICAL BOULDER FOR WETLAND / BUFFER DEMARCATION S N O W S T O R A G E S N O W S T O R A G E S N O W S T O R A G E LOT M4 LOT M5 PROPOSED 43' WIDE ACCESS & UTILITY EASEMENT FOR THE BENEFIT OF LOTS M1, M2 & M4-M6 43' D A Y C A R E P L A Y A R E A ELEC ST O R M W A T E R IN F I L T R A T I O N S Y S T E M TYPICAL BOULDER ALONG NORTH SIDE OF FENCE TYPICAL 6' HIGH FENCE Date Sheet number Scale Checked Drawn Design Survey Project No. Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive, Essex, VT 05452 802-878-4450 www.LDengineering.com Date Revision By These plans shall only be used for the purpose shown below: Sketch/Concept Preliminary Final Local Review Act 250 Review Construction Record Drawing 11-12-19 DJG ABR ABR/OTHERS MB 15143SOUTH BURLINGTON CITY CENTER LOTS M1/M2/M3 112 GARDEN STREET SOUTH BURLINGTON NOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022 WERE COMPLETED BY THE SNYDER GROUP, INC. 1 SITE PLAN 1" = 20' 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT PARKING STANDARDS (T-4) FORM BASED CODE REQUIREMENTS: VEHICLE PARKING MAXIMUM 2 SPACES PER RESIDENTIAL UNIT FOR 120 UNITS, MAXIMUM 240 PARKING SPACES PROPOSED PARKING 87 GARAGE SPACES 75 SURFACE SPACES 162 TOTAL PARKING SPACES (1.35 SPACES PER DWELLING UNIT) BIKE PARKING SHORT TERM BIKE PARKING RESIDENTIAL: 1 SHORT TERM SPACE REQUIRED PER 10 DWELLING UNITS 12 SHORT TERM SPACES REQUIRED 12 SHORT TERM SPACES PROVIDED (6 INVERTED U RACKS) COMMERCIAL: 1 SHORT TERM SPACE REQUIRED PER 5,000 SF (MINIMUM 4) 4 SHORT TERM SPACES REQUIRED 4 SHORT TERM SPACES PROVIDED (3 INVERTED U RACKS) LONG TERM BIKE PARKING RESIDENTIAL: 1 LONG TERM SPACE PER 1 DWELLING UNIT 120 LONG TERM SPACES REQUIRED 120 LONG TERM SPACES PROVIDED (IN PARKING GARAGE) COMMERCIAL: 50% OF SHORT TERM SPACES REQUIRED 2 LONG TERM SPACES REQUIRED 2 LONG TERMS SPACES PROVIDED (IN PARKING GARAGE) PLUS 1 CLOTHES LOCKER TO BE PROVIDED IN DAY CARE USE AREA (SHOWER AND CHANGING FACILITY NOT REQUIRED) OPEN SPACE REQUIREMENTS (T-4) RESIDENTIAL, 20 UNITS OR MORE ·60 SF PER UNIT NON-RESIDENTIAL, <20,000 SF ·6% OF NON-RESIDENTIAL SPACE GFA TOTAL REQUIRED OPEN SPACE = 7,608 SF (120 UNITS X 60 SF/UNIT + 6800 SF X 6%) PROPOSED OPEN SPACE: -PROPOSED POCKET PARK TO BE LOCATED AT WEST END OF BUILDING / LOT M2 -ENHANCED STORMWATER TREATMENT AREA (LARGE DEVELOPMENT AREA OPEN SPACE / CITY STORMWATER PARK) -TOTAL PROPOSED OPEN SPACE = 7,608 SF (4,200 SF POCKET PARK + 3,408 SF LDA O/S) IMPERVIOUS SURFACE THE IMPERVIOUS SURFACE IS THE TOTAL AREA PROPOSED ON LOTS M1, M2, M3, AND L (OPEN SPACE IMPROVEMENTS) TOTAL PROPOSED IMPERVIOUS SURFACE = 1.91 ACRE LOCATION MAP NOT TO SCALE WILLI S T O N R O A D MI D A S R D HI N E S B U R G R O A D M A R K E T S T R E E T MA R Y S T R E E T DO R S E T S T R E E T EXIT 14 INTERSTATE 89 IN T E R S T A T E 8 9 WHITE S T SITE MARCOTTE CENTRAL SCHOOL SHEET INDEX 1 SITE PLAN 2 EXISTING CONDITIONS 3 GRADING & UTILITY PLAN 4 EPSC PLAN 5 LIGHTING PLAN 6 LIGHTING PLAN (OPEN SPACE) 7 STORMWATER INFILTRATION DETAILS 8 DETAILS - SITEWORK 9 DETAILS - EPSC & SITE 10 DETAILS - WATER 11 PAVEMENT MARKING & SIGN PLAN PL1 SUBDIVISION PLAT APPLICANT THE SNYDER-BRAVERMAN DEVELOPMENT COMPANY, LLC 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VT 05482 LANDOWNER SOUTH BURLINGTON CITY CENTER, LLC P.O. BOX 2204 SOUTH BURLINGTON, VT 05407 GRAPHIC SCALE 30 0 30 60 120 (IN FEET) 1" = 30 ft. NOTES: 1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE PROPOSED LAYOUT OF LOTS M1, M2, & M3 AND THE ASSOCIATED BUILDING AND SITE IMPROVEMENTS. THESE PLANS PRESENT THE SITE AND BUILDING CONSTRUCTION AS A SINGLE PHASE OF WORK. SEE GARDEN STREET DESIGN PLANS FOR STREET AND UTILITY RELATED INFORMATION WITHIN THE RIGHT OF WAY. 2.SEE SOUTH BURLINGTON CITY CENTER, LLC SUBDIVISION PLAT, SHEET PL-1, LAST REVISED 12-05-19, BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS, INC. FOR BOUNDARY INFORMATION. WETLAND / BUFFER DEMARCATION WHERE NOTED ON PLANS, THE WETLAND AND/OR WETLAND BUFFER LIMITS SHALL BE MARKED IN THE AREAS SHOWN BY BOULDERS AT A SPACING OF 25' ON CENTER (SEE DETAIL BELOW). IN ADDITION, WETLAND PROTECTION AREA SIGNAGE SHALL BE INSTALLED ALONG THE DEMARCATION LINE. SIGNS SHALL BE 9" X 18", AND PLACED ON 4" SQUARE PT WOOD POSTS AT 100 FT INTERVALS (SEE DETAIL BELOW). MARKER ROCK SHALL EXTEND A MINIMUM OF 24 INCHES ABOVE GRADE AND UP TO 6 INCHES BELOW. THE ROCK SHALL HAVE NO DIMENSION LESS THAN 24 INCHES. 24" MIN. 6" MAX. 24" MIN. WETLAND / BUFFER DEMARCATION N.T.S. 12-05-19 REV WET/BUFFER DEMARCATION, ADD LOT COVERAGE ABR WETLAND PROTECTION AREA SIGN N.T.S. 04-09-20 REV CLEARING LIMITS SW OF TRASH BLDG, UPDATE SHEET INDEX ABR 07-23-20 LABEL SNOW STORAGE ABR 01-21-22 UPDATE FOR RESUBMIT OF FBC SITE PLAN REVIEW ABR REV. BLDG FOOTPRINT, DAY CARE PLAY AREA, DOORS/WALKS ABR09-07-22 PROJECT DATA: ZONING DISTRICT: FORM BASED CODE TRANSECT ZONE T4 LOT DATA:LOT M1 = 0.69 ACRE LOT M2 = 0.52 ACRE LOT M3 = 1.42 ACRE BUILDING STANDARDS: REQUIRED: PRIMARY STREET: 70% MINIMUM FRONTAGE BUILDOUT 75% MIN. IN PRIMARY BUILD TO ZONE (0'-12') 25% MAX. IN SECONDARY BUILD TO ZONE (0'-24') PROPOSED: LOT M1 PRIMARY STREET / GARDEN STREET: FRONTAGE BUILD OUT = 81% (311.9' BUILT / 384.6' FRONTAGE) BUILD OUT IN PRIMARY BUILD TO ZONE = 76.1% (237.2' OF BUILDING IN PRIMARY BUILD TO ZONE) BUILD OUT IN SECONDARY BUILD TO ZONE = 23.9% (74.7' OF BUILDING IN PRIMARY BUILD TO ZONE) PROPOSED BUILDING BASEMENT PARKING GARAGE FLOOR 1 MIXED USE (RESIDENTIAL & 1,800 SF CAFE & 5,000 SF DAY CARE) FLOORS 2-4 RESIDENTIAL UNITS WALK/DOOR COORD, ADD BIKE RACK, REV SW/RAIL AT GAR RAMP ABR11-04-22 RELOC DAYCARE ACCESS/RAMP, 6' HIGH FENCE AT PLAYGROUND ABR02-02-24 305 3 1 6 . 0 0 + 305.00 + 31 0 30 2 . 3 30 2 . 3 30 2 . 3 3 0 2 . 3 30 5 30 8 30 5 30 5 3 0 5 +3 0 8 305 30 8 30 9 +3 0 8 3 0 8 31 0 308 308 309 302 . 5 300 299 30 7 + 0 30 8 +3 1 3 . 6 5 +3 1 3 . 7 0 31 3 . 4 5 + 316.00 + 3 1 6 . 0 0 + 3 1 6 . 0 0 + 31 0 31 5 . 3 5 + 31 5 . 1 5 + 31 4 . 7 5 + 31 4 . 3 5 + 31 3 . 0 0 + 308 309.5+ + 315.02 315.34 + +3 1 4 . 5 7 3 1 2 3 1 2 31 4 . 5 + 31 4 . 5 + 31 4 . 5 + 31 4 . 5 + FD +3 1 2 . 5 0 31 3 . 2 0 + + 3 1 2 . 7 0 +3 1 3 . 7 0 31 3 . 2 0 + 31 3 . 4 5 + 31 2 . 8 5 + 31 3 . 1 0 + +3 1 3 . 4 0 31 3 . 2 5 + +3 1 3 . 2 0 +31 2 . 8 5 +31 2 . 4 0 31 2 . 8 5 + 31 2 . 4 0 + 31 2 . 6 0 + 31 2 . 2 5 + +31 1 . 5 0 31 1 . 2 0 + +3 1 3 . 2 0 +31 2 . 1 5 + 3 1 1 . 6 0 31 2 . 5 5 + +3 1 2 . 8 0 +3 1 2 . 4 5 312 . 2 0 + 31 2 . 5 0 + + 3 1 2 . 8 5 +31 2 . 6 0 +3 1 3 . 3 5 +3 1 2 . 3 3 30 5 310 313 31 2 31 0 314 312 305 312 E T 3 1 3 3 1 4 FM 3 1 5 315 3 1 3 3 1 4 31 0 310 30 6 31 2 31 2 308 312 310 306 31 0 308 308 310 312 3 1 2 31 2 3 1 1 31 2 3 1 2 312 30 6 30 8 3 0 5 31 4 313 31 5 314 314 31 3 3 1 3 313 UD UD UD UD UD 31 4 31 4 312 +312 . 9 0 + 313 . 0 0 3 1 3 . 1 0 + 313 W D 31 2 . 1 0 + + 31 2 . 2 5 3 1 3 3 1 4 3 1 5 + +314.22 314.50 L L L L L L L L L L L L L L E E E E E E E +3 1 1 . 5 0 +3 1 0 . 1 5 +31 0 . 1 5 +3 1 0 . 2 5 +3 1 1 . 2 0 312 . 6 0 + + T O W = 3 1 2 . 0 31 2 UD T E T E FM + 3 1 4 . 4 5 L + 3 1 4 . 3 5 + 3 1 4 . 2 0 31 0 . 2 5 + + 31 4 . 9 0 + 314 . 7 2 + 314 . 5 6 + 314 . 2 5 + 313 . 7 0 + 31 3 . 5 3 + 31 3 . 4 0 + 31 3 . 0 5 + 3 1 1 . 7 5 +3 1 5 . 6 5 313.95+ 3 1 3 . 5 5 + 31 2 31 5 315 E T E T E T E T T + 3 1 4 . 7 5 + 3 1 5 . 2 8 + 3 1 4 . 6 2 + 31 4 . 1 6 + 31 3 . 4 7 + 31 3 . 1 5 + 312.42 + 3 1 2 . 3 312.0 + + 3 1 2 . 6 E E E +314.11S + 3 1 4 . 9 2 + 3 1 5 . 1 3 + 3 1 5 . 1 3 + 312.0 + 312.5 + 312.5 + 3 1 2 . 5 + 3 1 2 . 5 3 1 6 . 0 0 + 309 307 306 307 310 307 308 308 309 310 304 30 8 311 3 1 2 311 310 314 315 314 312 311 311 313 312 311 310 309 308 307 306 305 303 310 303 3 0 5 307 307 30 9 304 306 307 30 5 305 307 306 30 7 308 308 306 312 30 5 304 300 299 30 5 310 30 9 312 314 314 305 31 0 30 5 30 8 30 5 30 5 3 0 5 305 30 8 30 9 3 0 8 31 0 308 308 309 30 8 308 S S S W WW W W W W W W S S S W W D S S S S S S D D D D E T E T E T L L L L L L L L L L L L L LL G G G G T W W E T T E E E LOT M1 10' WIDE SHARED USE PAVED PATH 6' WIDE CONC. SIDEWALK PROPOSED BUILDING FFE = 316.00 EX. SIDEWALK EXISTING BOX CULVERT EX I S T I N G S T O R M W A T E R F A C I L I T Y EX I S T . S T O R M W A T E R FA C I L I T Y GRAVEL WETLAND 5 LOT M2 PROPOSED BUILDING FFE = 316.00 LOT L TRANSITION FROM 8" SCH40 PVC TO 8" SDR35 PVC SEWER OUTSIDE FNDTN DESIGN INV = 307.35 12" CL52 DI 8" CL52 DI WATER SERVICE (FIRE) TRASH & RECYCLING ENCLOSURE 15' INFILTRATION SYSTEM FOR ROOFTOP RUNOFF - SEE SHEET 7 EL E C TR A N S F ELEC SWITCH TYPICAL NEW CTV OR TELECOM PEDESTAL STMH 40 CB42 CB43 CB44 CB45 CB46 CB47 STMH48 STMH 49 BOULDER RETAINING WALL PRECAST CONCRETE BLOCK RETAINING WALL & RAILING (DESIGN BY OTHERS) 8" PVC 8" P V C 12 " P E 12" PE 12 " P E 15 " P E 12 " P E 15 " P E 12" PE 12" ROOF DRAIN INV = 310.85. SEE MECHANICAL PLANS FOR CONNECTION TO ROOFTOP PIPING TYPICAL NEW POLE MOUNTED LIGHT - SEE LIGHTING PLAN FOR DETAILS TYPICAL CONCRETE CURB ISLAND 8" C L 5 2 D I SEE PLANS BY WAGNER HODGSON FOR LAYOUT, MATERIALS, AND GRADING IN THE TERRACE AND OPEN SPACE SEE PLANS BY WAGNER HODGSON FOR LAYOUT AND MATERIALS BETWEEN BUILDING FACE AND GARDEN STREET SIDEWALK PS1 PLACE TYPE II STONE ON 1.5H:1V SLOPE. COVER STONE WITH 6" TOPSOIL OR GRUBBING MATERIAL 15' WIDE PATH EASEMENT SEE MECHANICAL PLANS FOR ELEC/CTV/TELECOM CONDUIT REQUIREMENTS (3) INVERTED U BIKE RACKS (1) 6" SCH40 PVC (ELEC) (TO DORSET) (2) 5" SCH40 PVC (ELEC) (TO GARDEN ST) (2) 4" SCH40 PVC (TELECOM/CTV) (TO GARDEN ST) (2) 1" SCH40 PVC (LIGHTING) (5) 4" SCH40 PVC (ELEC) TO LOT M4 OWNER & UTILITIES TO COORDINATE ON FINAL LOC. (3) INVERTED U BIKE RACKS 6' CONCRETE SIDEWALK 6' C O N C R E T E S I D E W A L K 5' C O N C R E T E S I D E W A L K 2" SDR26 PVC TYPICAL SIDEWALK RAMP WITH CAST IRON DETECTABLE WARNING SURFACE EXISTING GRAVEL WETLAND (SEE PLANS BY OTHERS FOR DESIGN DETAILS) 8" SDR35 PVC FOOTING DRAIN INV = 303.30 S = 0 . 0 0 5 8" SDR35 PVC FOOTING DRAIN INV = 303.00 STORMWATER PUMP STATION 12" PE STUB UD CO INV=305.0 UD CO INV=305.0 UD CO INV=308.70 SEE N O T E U N D E R S T O R M STRU C T U R E S D A T A SE E N O T E U N D E R S T O R M ST R U C T U R E S D A T A CLASS 2 WETLAND TYPICAL WETLAND/BUFFER DEMARCATION - SEE NOTES & DETAIL ON SHEET 1 12" THICK TYPE I STONE 12" ROOF DRAIN OUTLET INV = 303.3 SEE MECHANICAL PLANS FOR CONNECTION TO ROOFTOP PIPING NEW HYDRANT & 6" GATE VALVE 12" CL 5 2 D I GAS METER TRANSITION FROM 8" SCH40 PVC TO 8" SDR35 PVC SEWER OUTSIDE FNDTN DESIGN INV = 306.75 GRAVEL WETLAND 1 TYP. END CURB TAPER 6' WIDE CONCRETE SIDEWALK 10' WIDE PAVED PATH GARDEN STREET GARD E N S T R E E T SEE MECHANICAL PLANS FOR LIGHTING CONDUIT REQUIREMENTS ELEC TRANSF MOUNTABLE CURB, TYP. BOTH SIDES MOUNTABLE CURB 6' HIGH FENCE AROUND PLAY AREA RAMP (2) INVERTED U BIKE RACKS END RAILING GATE GATE GATE (1) INVERTED U BIKE RACK 4" CL52 DI DOMESTIC WATER SERVICE (SEE DETAIL ON SH.10) HOSE BIB (AT LEVEL 1) Date Sheet number Scale Checked Drawn Design Survey Project No. Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive, Essex, VT 05452 802-878-4450 www.LDengineering.com Date Revision By These plans shall only be used for the purpose shown below: Sketch/Concept Preliminary Final Local Review Act 250 Review Construction Record Drawing 11-12-19 DJG ABR ABR/OTHERS MB 15143SOUTH BURLINGTON CITY CENTER LOTS M1/M2/M3 112 GARDEN STREET SOUTH BURLINGTON NOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022 WERE COMPLETED BY THE SNYDER GROUP, INC. 3 1" = 20' 20 0 20 40 80 1" = 20 FEET GRADING & UTILITY PLAN UTILITY CONDUIT AND FACILITIES SHOWN ARE CONCEPTUAL ONLY - SEE UTILITY DESIGN FOR CONSTRUCTION DETAILS CB47 RIM = 311.75 12" OUT = 307.92 STMH48 RIM = 314.00 (3) 12" IN = 310.40 15" OUT = 310.35 STMH49 RIM = 313.00 15" IN = 309.65 15" OUT = 309.60 (TO INFILTR) 15" OUT = 311.00 (TO GW1) PS1 GRATE = 304.75 (2) 6" UD IN = 300.75 2" FM OUT TO CB46 12" PE INV = 310.70 VERIFY ELEVATION OF EXISTING PIPE STUB ACROSS GARDEN ST. NOTES: 1.THE CONTRACTOR SHALL COORDINATE THE HORIZONTAL LOCATION OF THE WATER, SEWER, FOOTING DRAIN, AND ROOF DRAIN SERVICE CONNECTIONS TO THE BUILDING WITH THE DEVELOPER AND ARCHITECTURAL PLANS. 2.THE FOUNDATION DRAIN COLLECTION SYSTEM AND STORMWATER PUMP STATION (IF THE FOOTING DRAINS ARE CONNECTED TO THE PUMP STATION) ARE TO BE DESIGNED BY OTHERS. SEE PLANS BY OTHERS FOR FOUNDATION DRAIN PIPING SPECIFICATIONS AND LOCATION. 3.PRIOR TO CONSTRUCTION, THE ELEVATIONS OF THE SEWER, FOOTING DRAIN, AND ROOF DRAIN SERVICES FROM THE ARCHITECTURAL PLANS SHALL BE COMPARED TO THE ELEVATION OF THE COLLECTION MAINS AND SERVICES SHOWN ON THESE PLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER. 4.COORDINATE THE LOCATION OF THE SIDEWALK ENTRANCES TO EACH BUILDING WITH THE OWNER. UNLESS STEPS ARE PROPOSED, THE MAXIMUM SLOPE ON ANY SIDEWALK SHALL BE LESS THAN 5%. THE MAXIMUM SLOPE ON ANY RAMP SHALL BE LESS THAN 1:12. 5.CAST IRON DETECTABLE WARNING STRIPS SHALL BE INSTALLED AT ALL SIDEWALK AND PAVED PATH RAMPS, AT CROSSWALKS, AND AT ADDITIONAL LOCATIONS NOTED ON THE PLANS. AT PAVED PATHS, DETECTABLE WARNING STRIPS SHALL BE INSTALLED IN CONCRETE. 6.WHERE EXTERIOR STEPS ARE SHOWN, THE CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER ON THE SELECTION OF AN ADA COMPLIANT HANDRAIL. 7.UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES ONLY. REFER TO DESIGN DRAWINGS BY EACH RESPECTIVE UTILITY FOR CONSTRUCTION. 8.THESE PLANS PRESENT THE LOCATION AND TYPICAL HEIGHT OF RETAINING WALLS ON THE SITE. THE DESIGN OF THE RETAINING WALLS AND RAILIINGS ARE TO BE PERFORMED BY OTHERS IN CONSULTATION WITH THE DEVELOPER. 9.SEE SEPARATE PLANS FOR GARDEN STREET ALIGNMENT, GRADING, AND UTILITIES. 10.ALL PIPE SLOPES ARE IN FEET / FEET. CB43 RIM = 311.85 6" UD IN = 308.40 12" IN = 308.06 12" OUT = 308.01 CB44 RIM = 311.00 (2) 8" IN = 308.36 12" OUT = 308.31 CB45 RIM = 311.00 8" OUT = 308.61 CB46 RIM = 311.00 8" OUT = 308.54 2" FM IN = 308.6 (INSULATE FM) STORMWATER PIPE NOTE: FOR THE PIPES BETWEEN CB43 TO CB42 AND CB47 TO CB42 - THE PIPE AND STONE BEDDING SHALL BE WRAPPED IN GEOTEXTILE FOR UNDERDRAIN ALONG THE FULL LENGTH OF THE PIPE. A MINIMUM OF 5 LF UNDERDRAIN SHALL BE INCLUDED WITHIN THE BEDDING AND GEOTEXTILE AT CB 42, WITH THE UNDERDRAIN DISCHARGING INTO THE CB 12-05-19 ABRWETLAND/BUFFER DEMARCATION ROOF DRAIN NOTE: THE ROOFTOP AREA SHALL DRAIN TO THE TWO ROOF DRAIN PIPES SHOWN. THE PHASE 1 / EASTERLY ROOFTOP AREA DRAINING TO THE INFILTRATION SYSTEM SHALL BE 13,885 SF. THE PHASE 2 / WESTERLY ROOFTOP AREA DRAINING DIRECTLY TO GRAVEL WETLAND #5 SHALL BE 20,875 SF. 12-10-19 ROOF DRAIN NOTE/AREA, ROOF DRAIN TO GW#5 ABR 12-19-19 REL HYD IN PARK ISLAND, DEL PH2 R.WALL, SERV GV ABR STORM STRUCTURE DATA STMH40 RIM = 315.16 15" IN = 306.40 15" OUT = 306.35 (EXISTING STUB) STMH41 (DELETED) CB42 RIM = 312.45 (2) 6" UD IN = 307.90 (2) 12" IN = 307.38 15" OUT = 307.33 8" GATE VALVE 12" X 8" ANCHOR TEE & 8" GATE VALVE TO BE INSTALLED WITH GARDEN STREET CONSTRUCTION 8" GATE VALVE 04-09-20 REV FM FROM TEMP PS TO STMH 41 ABR 01-22-22 SINGLE BLDG CONSTRUCTION, UPDATE LOT M5 LAYOUT ABR 08-31-22 ADD VAULT, DEL STMH41, REV CONDUIT TO GARDEN, MOUNT CURB ABR 09-07-22 REV. BLDG FOOTPRINT, ADD PLAY SPACE, REV DOORS/WALKS ABR 11-04-22 WALK/DOOR COORD, ADD BIKE RACK, REV SW/RAIL AT GAR RAMP ABR 03-31-23 REVISE DOMESTIC WATER FROM 2" COPPER TO 4" DI ABR 04-05-23 ADD 8" GATE VALVE ON FIRE PROTECTION SERVICE ABR 02-02-24 RELOC RAMP DAYCARE TO PARKING, 6' FENCE IN PLAYGROUND ABR 31 0 30 2 . 3 30 5 3 0 5 31 0 308 308 3 1 2 31 2 305 310 31 4 31 4 D 315 . 3 2 + + (3 1 2 . 6 1 ) +3 1 3 . 5 0 +3 1 5 . 5 314 +313 . 3 5 +313 . 2 5 3 1 5 315 . 2 5 + D D D D GARDEN STREET LOT M1 LOT M2 CLASS 2 WETLAND SEE SHEET 6 FOR LIGHTING IN THIS AREA Date Sheet number Scale Checked Drawn Design Survey Project No. Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive, Essex, VT 05452 802-878-4450 www.LDengineering.com Date Revision By These plans shall only be used for the purpose shown below: Sketch/Concept Preliminary Final Local Review Act 250 Review Construction Record Drawing 11-12-19 DJG ABR ABR/OTHERS MB 15143SOUTH BURLINGTON CITY CENTER LOTS M1/M2/M3 112 GARDEN STREET SOUTH BURLINGTON NOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022 WERE COMPLETED BY THE SNYDER GROUP, INC. 5 LIGHTING PLAN 1" = 30'GRAPHIC SCALE 30 0 30 60 120 (IN FEET) 1" = 30 ft. LIGHTING SPECIFICATIONS LEGEND DESCRIPTION MOUNT HEIGHT DISTRIBUTION TYPE COLOR TEMP RAB BLED18N 18W 42" BOLLARD 270 DEGREE 4000K RAB ALED4T125N 24 FEET POLE TYPE IV 4000K RAB ALED5S150N 24 FEET POLE TYPE V 4000K RAB WPLED26N 12' WALL TYPE III 4000K RAB WPLED26N 8' WALL TYPE III 4000K NOTES: COLOR - FIXTURES AND POLES SHALL BE BRONZE - TO BE CONFIRMED WITH OWNER POWER SUPPLY - COORDINATE WITH OWNER ON POWER SUPPLY LOCATION IN BUILDING LIGHTING CONTROLS - LIGHTING CONTROL DESIGN SHALL BE BY THE OWNER'S ELECTRICIAN CONDUIT SIZE & LAYOUT - CONDUIT SIZE AND LAYOUT DESIGN SHALL BE BY THE OWNER'S ELECTRICIAN 4 5 5 4 4 4 4 W W POLE MOUNTED LIGHT DETAIL D D D D REV. BLDG FOOTPRINT, ADD PLAY SPACE, REV DOORS/WALKS ABR09-07-22 WALK/DOOR COORD, ADD BIKE RACK, REV SW/RAIL AT GAR RAMP ABR11-04-22 RELOC DAYCARE ACCESS/RAMP ABR02-02-24 8 NOT TO SCALE DETAILS AND SPECIFICATIONS SITEWORK GENERAL CONSTRUCTION SPECIFICATIONS 1. ALL WORK AND MATERIALS SHALL BE APPROVED BY AND IN ACCORDANCE WITH THE LATEST VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON PUBLIC WORKS SPECIFICATIONS AND THESE PLANS. 2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATIONS AS NEEDED TO DETERMINE THE ACTUAL LOCATION OF THE EXISTING PRIVATE UTILITIES WITHIN THE LIMITS OF THE PROPOSED WORK. 3. UTILITIES INFORMATION SHOWN HEREON WERE OBTAINED FROM LIMITED FIELD SURVEYS AND AVAILABLE PRIOR SITE PLANS AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY BY THE OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER BROOM AS DUST CONTROL. 6. THE CONTRACTOR SHALL ERECT TEMPORARY CONSTRUCTION SIGNS IN ACCORDANCE WITH STATE E-STANDARDS AND CITY REQUIREMENTS. ADDITIONAL TEMPORARY CONSTRUCTION SIGNS SHALL BE IN PLACE WHILE ANY WORK IS UNDERWAY WITHIN THE PUBLIC RIGHT OF WAY. THE CONTRACTOR SHALL PROVIDE FLAGGERS FOR TRAFFIC CONTROL AT ALL TIMES THAT WORK IS UNDERWAY ON THE SHOULDER OR WITHIN THE PAVED PORTION OF THE PUBLIC RIGHT OF WAY. 7. ANY SURFACES, LINES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. 8. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER, STORM, AND WATER LINES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VERMONT ENVIRONMENTAL REGULATIONS AND THE VERMONT WATER SUPPLY RULES. 9. HEALTHY EXISTING TREES, AS SHOWN ON THE PLANS, ON AND ADJACENT TO THE SITE SHALL BE PROTECTED BY THE CONTRACTOR. 10. ALL FILL SHALL BE PLACED IN 6 INCH LIFTS AND THOROUGHLY COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698 STANDARD PROCTOR, UNLESS OTHERWISE SPECIFIED. 11. AT COMPLETION OF GRADING, SLOPES, DITCHES, AND ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. SIDEWALK RAMP DETAILS C B A C B 8.3 % MAXIMUM CURB TRANSITION SECTION C-C 5' MIN. WIDTH SECTION B-B SECTION A-A CONCRETE CURB 8.3 % MAX. RAMP AUXILIARY ROUNDING ( TYPICAL ) 8.3 % MAX. AUXILIARY RAMP CURB SIDEWALK RAMP 1/4" REVEAL E D G E O F P A V E M E N T CONCRETE CURB 24" CAST IRON DETECTABLE WARNING SURFACE LEVEL LANDING SIDEWALK RAMP WITH CAST IRON DETECTABLE WARNING SURFACE SIDEWALK RAMP SIDEWALK RAMP SINGLE RAMP ON TANGENT: SIDEWALK ADJACENT TO CURB. CONCRETE SIDEWALK DETAIL ACCESSIBLE VAN PARKING RESERVED ACCESSIBLE PARKING SPACE DETAIL NOTE: ALL DETECTABLE WARNING SURFACES SHALL BE CAST IRON AND SET IN PORTLAND CEMENT CONCRETE. SEE PLANS 1 1 GRADE OF PAVEMENT SLOPE TO MATCH FINISH SEE SITE PLAN FOR GRADING CONCRETE CURB 18" 1 1/2" THICK VTRANS TYPE III WEARING COURSE 2" THICK VTRANS TYPE II BASE COURSE MIRAFI 500X GEOTEXTILE FABRIC OR EQUAL DENSE GRADED CRUSHED STONE (VTRANS SPEC 704.06) SELECT NATIVE SAND DRIVE & PARKING AREA CROSS SECTION NTS Date Sheet number Scale Checked Drawn Design Survey Project No. Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive, Essex, VT 05452 802-878-4450 www.LDengineering.com Date Revision By These plans shall only be used for the purpose shown below: Sketch/Concept Preliminary Final Local Review Act 250 Review Construction Record Drawing 11-12-19 DJG ABR ABR/OTHERS MB 15143SOUTH BURLINGTON CITY CENTER LOTS M1/M2/M3 112 GARDEN STREET SOUTH BURLINGTON NOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022 WERE COMPLETED BY THE SNYDER GROUP, INC. WHERE FILL IS REQUIRED, SELECT NATIVE SAND OR APPROVED SAND FILL SHALL BE USED TO REACH THE SUBGRADE ELEVATION. IF ALTERNATE MATERIAL IS USED, THE ENGINEER SHALL BE CONSULTED REGARDING THE NEED FOR UNDERDRAIN TYPICAL SANITARY SEWER & STORM TRENCH INV. ELEV. POINT ON PLANS AS NOTED SHORT LENGTH OF PIPE NTS 18" X 18" X 8" - 3500 P.S.I. SQUARE 24" 45° BEND FLOW CONCRETE PAD 6" THICK GRAVEL BASE UNDER CONCRETE PAD CLEANOUT DETAIL COVER SHALL BE MARKED SEWER OR STORM THREADED PVC CAP INSIDE CAST IRON CLEANOUT FRAME & COVER 24"X24" SQUARE STRUCTURE TYPICAL CATCHBASIN ROUND STRUCTURE NTS MIN. 30" BIKE RACK DETAIL BIKE RACK LOOP BIKE RACK LOOP, MINIMUM 2" O.D. SCHEDULE 40 STEEL TUBING (SEE PLAN FOR NUMBER OF LOOPS) 22" MIN. SIDE VIEW NOTES: 1.SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BY ENGINEER PRIOR TO ORDERING. 2.THE BIKE RACK SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3.BIKE RACKS SHALL BE SCHEDULE 40 STEEL, POWDER COATED BLACK. SEE PLAN FOR NUMBER OF LOOPS STAINLESS STEEL WEDGE ANCHOR, MIN. 2 PER SIDE SEE CONCRETE SIDEWALK DETAIL STAINLESS STEEL WEDGE ANCHOR, MIN. 2 PER SIDE 08-31-22 ADD MOUNTABLE CURB DETAIL, ADD FENCE DETAIL ABR ROADWAY SURFACE CONCRETE CURB DETAIL FENCE & RETAINING WALL RAILING NOMINAL 8 FEET ON CENTER THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE PROPOSED ATTACHMENT OF THE RAILING POSTS TO TOP OF RETAINING WALL. INSTALL PER MANUFACTURERS RECOMMENDATIONS WHERE NOT LOCATED ALONG TOP OF RETAINING WALL RAILING SHALL BE MONTAGE MAJESTIC WELDED STEEL PANEL FENCE SECTIONS. COLOR SHALL BE BLACK. FINIALS SHALL NOT BE INCLUDED ON THE PICKETS FINISH GRADE SEE PLANS: -6 FT HIGH FOR PLAY AREA -4 FT HIGH FOR RET. WALL PARTIAL GARDEN STREET TYPICAL SECTION NTS S=1/3"/FT S=1/3"/FT 16" 1 4 1" BITUMINOUS CONCRETE PAVEMENT - TYPE IV 1-1/2" BITUMINOUS CONCRETE PAVEMENT - TYPE III SUBBASE OF DENSE GRADED CRUSH GRAVEL, FINE GRADED 4" TOPSOIL & SEED 5" THICK CONCRETE SIDEWALK 2' - 6"10' PAVED PATH 6" 6" TOPSOIL & SEED S = 2% CONCRETE CURB 1 1 S = 2% GEOTEXTILE FOR ROADBED SEPARATOR (MIRAFI 500X) 13.5" 6' WIDE SIDEWALK TRAVEL LANE 8' ONSTREET PARKING R. O . W . (SEE PLAN VIEW) NOTE: THIS PARTIAL CROSS SECTION IS INTENDED TO SHOW THE PROPOSED LAYOUT OF THE PAVED PATH AND CONCRETE SIDEWALK ALONG GARDEN STREET. SEE GARDEN STREET DESIGN PLAN FOR FULL CONSTRUCTION DETAILS. SEE ALSO GARDEN STREET DESIGN PLANS FOR PAVEMENT MARKINGS ALONG PAVED PATH. THE CENTERLINE OF THE PAVED PATH SHALL HAVE A BROKEN 4" WIDE YELLOW LINE USING THERMOPLATIC MARKING (TO BE APPROVED BY DPW) 10-19-22 ADD PARTIAL GARDEN STREET TYPICAL SECTION ABR 02-02-24 REV FENCE HEIGHT FOR PLAY AREA ABR D R R R R RR RR D D D D GARDEN STREET LOT M1 10' WIDE SHARED USE PAVED PATH 6' WIDE CONCRETE SIDEWALK PROPOSED BUILDING LOT M2 PROPOSED BUILDING CLASS 2 WETLAND EL E C ELEC CLASS 2 WETLAND A J K L M J B C J SEE GARDEN STREET DESIGN PLAN FOR STREET RELATED SIGNS AND PAVEMENT MARKINGS A L D D D ELEC N N D D D L E A E F G SEE GARDEN STREET DESIGN PLAN FOR PAVED PATH MARKING REQUIREMENTS Date Sheet number Scale Checked Drawn Design Survey Project No. Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive, Essex, VT 05452 802-878-4450 www.LDengineering.com Date Revision By These plans shall only be used for the purpose shown below: Sketch/Concept Preliminary Final Local Review Act 250 Review Construction Record Drawing 11-12-19 DJG ABR ABR/OTHERS MB 15143SOUTH BURLINGTON CITY CENTER LOTS M1/M2/M3 112 GARDEN STREET SOUTH BURLINGTON NOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022 WERE COMPLETED BY THE SNYDER GROUP, INC. GR I D 11 1" = 20'20 0 20 40 80 1" = 20 FEET PAVEMENT MARKING AND SIGN PLAN 04-03-20 30" X 30" SIGN R1-1STOP GENERAL NOTES: 1.ALL PAVEMENT MARKINGS WITHIN THE GARDEN STREET RIGHT OF WAY SHALL BE DURABLE POLYUREA (SEE VTRANS SPECIFICATION SECTION 708) 2.TEMPORARY PAVEMENT MARKINGS ON BASE PAVEMENT MAY BE PAINT. 3.ALL SIGNS SHALL BE INSTALLED ON 2" SQUARE STEEL POSTS WITH ANCHORS. 4.ALL SIGNS SHALL BE INSTALLED WITH MINIMUM 7 FEET CLEARANCE BETWEEN THE BOTTOM OF THE SIGN AND FINISH GRADE. SIGN LEGEND A STOP SIGN - STREET 30" X 30" W11-2 12" X 24" W16-7P PEDESTRIAN CROSSING STOP SIGN - STREET PAVEMENT MARKING LEGEND J RESERVED PARKING SYMBOL, WHITE PAINT 4" WHITE LINE, PAINT 24" WIDE STOP BAR, DURABLE POLYUREA K L M CROSSWALK, DURABLE POLYUREA (24" WIDE, BLOCK STYLE) E A B R7-8 (MODIFIED) SIGN (FACING EACH SPACE, SINGLE SIGN POST) SEE DETAIL SHEET 8 C R7-8 (MODIFIED) SIGN WITH R7-8A (FACING EACH SPACE, SINGLE POST) SEE DETAIL SHEET 8 01-21-22 REVISE GARDEN ST SIDEWALK & PATH ABR 08-31-22 ADD NO PARKING SIGNS PER FD REVIEW ABR D 'NO PARKING' R8-3A SIGN 18" X 18" SIGN R8-3A NO PARKING SIGND P 09-07-22 REV BLDG FOOTPRINT, GARAGE ENTRY, ADD X-WALK ABR N CROSSWALK, PAINTED (24" WIDE, BLOCK STYLE) 11-04-22 ADD RRFB & STOP SIGNS/BARS AT XWALK ABR E SOLAR RECTANGULAR RAPID FLASHING BEACON WITH W11-2 & W16-7P F SOLAR RECTANGULAR RAPID FLASHING BEACON WITH W11-2 & W16-9P PUSH BUTTON ASSEMBLY & 9" X 12" R10-25 PEDESTRIAN SIGN 30" X 30" FYG W11-2 PEDESTRIAN CROSSING SIGNS (B-B) SOLAR RECTANGULAR RAPID FLASHING BEACON FYG W16-7P ARROW PLAQUES (B-B) 3' - 6 " 7' - 0 " SEE VTRANS STD T-45 FOR POST SLEEVE AND ANCHOR REQUIREMENTS SOLAR PANEL (ORIENT TO FACE SOUTH) WITH INTEGRATED RRFB CONTROLLER AND RADIO TRANSMITTER/ANTENNA. (ALL 3 BEACONS SHALL OPERATE SIMULTANEOUSLY) BI-DIRECTIONAL RECTANGULAR RAPID FLASHING BEACONS THE RECTANGULAR RAPID FLASHING BEACON MANUFACTURER SHALL BE APPROVED BY THE OWNER. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ENGINEER AND OWNER PRIOR TO CONSTRUCTION. 2.5" SQUARE TUBE, 12 GA. STEEL SIGN POST 30" X 30" W11-2 12" X 24" W16-9P PEDESTRIAN CROSSINGG AHEAD 30" X 30" FYG W11-2 PEDESTRIAN CROSSING SIGN RECTANGULAR RAPIDFLASHING BEACON RRFB CONTROLLER AND RADIO TRANSMITTER/ANTENNA. (ALL 3 BEACONS SHALL OPERATE SIMULTANEOUSLY) RECTANGULAR RAPID FLASHING BEACON INSTALLATION NOTES: 1. THE RRFB AND SIGNS SHALL BE MOUNTED INSIDE THE PARKING GARAGE, ON THE SOUTH SIDE OF THE OPENING IN THE FOUNDATION/GARAGE WALL. THE RRFB AND SIGNS SHALL BE ORIENTED AT A 45° ANGLE FROM WALL AND POSITIONED TO MAXIMIZE THEIR VISIBILITY TO DRIVERS EXITING THE GARAGE. THE RRFB AND SIGNS MAY BE POST MOUNTED OR MOUNTED ON BRACKETS ATTACHED TO THE WALL. 2. COORDINATE THE POWER SUPPLY FOR THE BEACON AND RADIO TRANSMITTER / ANTENNA WITH THE ELECTRICIAN. 3. THE RRFB MOUNTED IN THE GARAGE SHALL OPERATE SIMULTANEOUSLY WHENEVER THE RRFB ARE ACTIVATED AT THE CROSSWALK. AHEAD E F FYG W16-9P PLAQUE G W11-2 & W16-9P (SIGNS ONLY, NO RRFB) TYPICAL SPACE RESERVED FOR DAYCARE USE 02-02-24 RELOC DAYCARE ACCESS/RAMP, ADD RESERVED SPACES ABR 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR 146' - 2 1/2" TOP OF ROOF DECK (L.P.) 147' - 10" TOP OF PARAPET A1 B 2C 1 6' - 0"9' - 0" E E EE D 1 35 ' - 6 " 3' - 2" 20' - 6"23' - 2"40' - 4"22' - 10"40' - 4"11' - 9"23' - 1"11' - 10"40' - 4"11' - 9"25' - 6 1/2"29' - 8 1/2" A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2 A1A2A1A2 A1A2A1A2 D 2 D 2 A1A2 A1A2A1A2 D 1 D 2 D 2 D 1 D 2 D 2 D 1 D 2 D 2 D 1 D 2 D 2 D 1 D 2 D 2 C 2 C 2 C 1 C 2 C 2 C 1 C 2 C 2 C 1 C 2 C 2 C 1 C 2 C 2 C 1 C 2 C 2 C 1 C 2 C 2 C 1 C 2 C 2 B 1 B 2 B 1 B 2 B 1 B 2 B 1 B 2 B 1 B 2 B 1 B 2 B 1 B 2 B 1 B 2 B 1 B 2 B 1 B 2 B 1 B 2 B 1 9' - 0"9' - 0"9' - 0"9' - 0" 3' - 3 7/8" 6' - 0"6' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 7' - 6 " 6' - 6 " 9' - 0" PROJECT : REVISION/DATE : 3/64" = 1'-0" BUILDING REQUIREMENTS 22-284 A3-02 PROSPECT PLACE - LOTS M1,M2,M3 A3-023/64" = 1'-0" 1GARDEN STREET COLOR ELEVATION (NORTH). UPPER FACADE GLAZING TOTAL UPPER FACADE AREA: 10282 SF GLAZING REQUIRED (30%): 3085 SF GLAZING PROVIDED (31.0%): 3197.5 SF WINDOWS AREA TYPE A1A2 B1 B2C1 C2 D1D2 E INSTANCES 39 3912 12 816 6 12 4 TOTAL AREA499.2 SF 783.9 SF 297.6 SF 571.0 SF 156.0 SF406.4 SF82.2 SF 213.6 SF 187.6 SF 3197.5 SF FIRST LEVEL FACADE GLAZING TOTAL BUILDING WIDTH: 301'-2'' GLAZING REQUIRED (40%): 120'-5' GLAZING PROVIDED (63%): 192'-5'' TOTAL BUILDING GLAZING AREA GLAZING PROVIDED (30%): 16700SF BUILDING BREAKS SINGLE SPAN WITHOUT A BREAK - MAX: 48'- 0'' PROVIDED: 40' - 4'' WINDOW TYPE A1 A2B1 B2 C1C2 D1 D2E F1 F2 G HI HEIGHT 5'-6'' 5'-6''8'-6'' 7'-10'' 7'-10''7'-10'' 5'-6'' 5'-6''7'-10'' 6'-6'' 6'-6'' 6'-6'' 9'-0''9'-0'' WIDHT 2'-4'' 3'-8''2'-11'' 6'-1'' 2'-6''3'-3'' 2'-6'' 3'-3'' 6'-0'' 2'-8'' 3'-2'' 6'-0'' 9'-0''9'-0'' AREA 12.8 SF 20.1 SF24.8 SF 47.6SF 19.5 SF25.4 SF 13.7 SF 17.8 SF46.9 SF 17.6 SF 20.6 SF 39.0 SF 81.0 SF81.0 SF 02-22-2024 6' - 0 1/2"28' - 4"27' - 6 1/8"22' - 2"22' - 4"20' - 5 5/8"37' - 3 1/8"29' - 7" THE COMMERCIAL SPACE SHALL INCLUDE AT LEAST ONE CLOTHES LOCKER MEETING THE REQUIREMENTS OF LDR 13.03.C 28' - 10"27' - 9"8' - 0"14' - 5" PROJECT : REVISION/DATE : 3/64" = 1'-0" BUILDING REQUIREMENTS 22-284 A3-03 PROSPECT PLACE - LOTS M1,M2,M3 GARDEN STREET ENTRANCES MAXIMUM DISTANCE BETWEEN OPERABLE ENTRANCES - ALLOWED: 46' PROVIDED: 37' - 1" MAXIMUM AVERAGE FREQUENCY OF OPERABLE ENTRANCES - ALLOWED: 36' PROVIDED: 18' - 8'' 02-22-2024 W UD UD UD D L G 310 3 1 0 31 2 31 0 3 1 3 3 1 4 31 1 309 31 2 31 0 30 9 3 1 2 3 1 5 E T 309 E 315 314 313 312 311 EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ W W W P P P P P DRY LAID STONE SEATWALL PLANTING BED, TYP. BOARDFORM CONCRETE SEATWALL/RETAINING WALLS SAVE ILLUMINATED CORTEN STEEL COMMISSIONED ART PIECE. SCULPTURE ILLUMINATION MUST COMPLY WITH THE CURRENT EXTERIOR LIGHTING REQUIREMENTS OF THE SOUTH BURLINGTON LAND DEVELOPMENT REGULATIONS. ALTERNATING BANDS OF CONCRETE PAVERS CONCRETE SIDEWALK CONSERVATION MIX 30" ROUND TABLES CONCRETE PAVING W/ INTEGRAL COLOR GUARDRAIL, TYP. BENCH, TYP. 34" CORTEN PLANTER 34" CORTEN PLANTER HOPPER PICNIC TABLE LOLL ADIRONDACK CHAIRS, TYP. PEDESTRIAN LIGHT COLUMN, TYP. ADA ACCESS CONCRETE SIDEWALK CONSERVATION MIX 30" ROUND TABLES WALL LIGHT, TYP. LIMIT OF WORK FRAME & COVER OF PRETREATMENT UNIT SHALL BE FLUSH WITH FINISH GRADE OF CONCRETE PAVERS. NO SITE FURNITURE SHALL BE PERMANENTLY LOCATED WITHIN 4 FT. OF CENTER OF FRAME AND COVER. INVERTED "U" BIKE RACK, TYP. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2017 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE 505 10 SCALE OF FEET PROSPECT PLACE 112 GARDEN STREET SOUTH BURLINGTON, VERMONT 941 11.11.2022 DETAIL LAYOUT & MATERIALS PLAN 3/16" = 1'-0" CO L101 HOPPER PICNIC - 180 cm - TABLE BY EXTREMIS ORBS PLANTER - LARGE 34" DIA. BY ORE FGP 70" BACKED BENCH BY LANDSCAPE FORMS CORRAL DIFFUSE LED COLUMN BY SELUX PARC CENTRE 30" TABLE AND CHAIRS BY LANDSCAPE FORMS ADIRONDACK CHAIR (FLAT) BY LOLL DESIGNS LOLL DESIGNS 5912 WASECA STREET DULUTH, MN 55807 877.740.3387 LANDSCAPE FORMS, INC. 7800 E. MICHIGAN AVE. KALAMAZOO, MI 49048 800.521.2546 ORE 132 PIERPONT AVE. - GARDEN LEVEL SALT LAKE CITY, UT 84010 801.936.0499 info@ore.design EXTREMIS NORTH AMERICA 3258 ROGUE RIVER ROAD NE BELMONT, MI 49306 1.312.483.3153 na@extremis.com SELUX CORP. 5 LUMEN LANE P.O. BOX 1060 HIGHLAND, NY 12528 800.735.8927 seluxus@selux.com 1 11.11.2022 2 02.12.2024 PERMIT SET PERMIT AMENDMENT S UD UD UD UD UD S W W W W W S S W D UD UD UD UD UD UD UD UD UD S S S S S D D D E T E T E T L L L L L L L L L G G G G G GG G G T W W E E E 310 F D 31 0 313 31 2 31 0 314 305 31 2 E T 3 1 3 3 1 4 FM 311 3 1 5 315 3 1 3 3 1 4 306 308 312 310 306 31 0 308 308 310 312 3 1 2 31 2 31 1 31 2 3 1 2 312 30 6 30 8 3 0 5 3 1 4 313 31 5 314 314 3 1 3 3 1 3 313 UD UD UD UD UD 31 3 314 3 1 3 3 1 4 3 1 5 30 5 31 0 299 300 30 8 309 3 0 8 31 0 305 3 0 5 30 8 31 0 30 8 3 0 5 30 5 30 5 314 315 313 314 313 312 31 2 31 0 30 9 L L L L L L L L L L L L L L E E E E E E 31 2 UD T E T E FM L 31 2 31 5 315 E E T E T E T T 309 311 310 314 E E E S 313 R R R R RR RR 309 307 306 307 310307 308 308 309 315 314 313 312 311 COLUMNAR TREES @ BEDROOMS, TYP. CONCRETE SIDEWALK CONCRETE PAVING W/ INTEGRAL COLOR GUARDRAIL, TYP. 34" CORTEN PLANTER ADA ACCESS CONCRETE SIDEWALK PLANTING BED, TYP. BENCH, TYP. LOLL ADIRONDACK CHAIRS, TYP. COLUMNAR TREES @ BEDROOMS, TYP. SHADE TREE, TYP. CONSERVATION MIX BOARDFORM CONCRETE SEATWALL /RETAINING WALLS INVERTED "U" BIKE RACK, TYP. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2017 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE 20020 40 SCALE OF FEET PROSPECT PLACE 112 GARDEN STREET SOUTH BURLINGTON, VERMONT 941 11.11.2022 OVERALL LAYOUT & MATERIALS PLAN 1"=20' CO/EB/JH L100 1 11.11.2022 2 02.12.2024 PERMIT SET PERMIT AMENDMENT S UD UD UD UD UD S W W W W S S W D UD UD UD UD UD UD UD UD S S S S D D D D E T E T E T L L L L L L L L L G G G GG G G T W W E T E E E 310 31 0 313 31 2 31 0 314 31 2 305 31 2 E T 3 1 3 3 1 4 FM 311 3 1 5 315 3 1 3 3 1 4 310 31 0 30 6 31 2 31 2 308 312 310 306 31 0 308 308 310 312 3 1 2 31 2 31 1 31 2 3 1 2 312 30 6 30 8 3 0 5 3 1 4 313 31 5 314 314 3 1 3 3 1 3 313 UD UD UD UD UD 312 313 D 31 3 L 314 3 1 3 3 1 4 3 1 5 30 5 31 0 299 300 30 8 309 31 0 3 0 5 30 8 3 1 0 30 8 3 0 5 30 5 30 5 315 316 315 313 313 312 31 2 31 0 30 9 L L L L L L L L L L L L L L E E E E E E 31 2 UD T E T E FM L 31 2 31 5 315 E T E T E T T 309 + 313 . 1 5 + 312.42 310 312.0 + + 3 1 2 . 6 E E + 312 . 0 + 312 . 5 + 312 . 5 + 3 1 2 . 5 313 + 3 1 2 . 5 R R R R RR RR 309 307 306 307 310307 308 308 309 315 314 313 312 311 LAWN, TYP. LAWN, TYP. LAWN, TYP. 1-AF 1-AF 2-AF LAWN 11-TH L A W N 1-QB 3-BN 1-GT 3-GT 1-GT 1-QB 1-QB 1-QR 3-AF 1-AF 4-AA 2-AF 1-AF 2-AF 1-AF 1-AF 3-PA 2-GT 2-GT 2-GT 2-QR 2-QR 2-QR 2-QR CONSERVATION MIX 3-HPL 5-JH 13-RA 63-SH 6 RA 12-NR 3-TM 1-VB 9-HA 3-CA 7-HP 1-VB 3-MD 5-FM 1-VB 4-HP 4-FM 1-VD 4-TM 2-CA 4-CA 1-VD 6-HP 5-RAS 6-TT 4-JH 11-SB 1-VD 4-SP 11-SN 11-SB 5-SP 1-VD 9-SB 1-VD 7-SN 11-CA 4-VD 1-VD 9-SP 2-GT 16-MS 30-MS 4-TT 4-SN 2-AR 2-BN 2-MD 4-TM 1-VD 5-RAS 4-FM 2-RAS 6-RAS 9-HP 3-RAS 7-CA3-HP 1-VD 24-HS 6-SB 13-SN 5-FM 7-FM 9-SB 4-HPL 2-VB 7-SB 5-SB 3 SP 15-AG 22-MS 28 RF 5 RA 14 RA 7 RA 2-FM 1-VD 5-HA 35-AG 32-SH 2-VB 2-VB 54-RF LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2017 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE 20020 40 SCALE OF FEET PROSPECT PLACE 112 GARDEN STREET SOUTH BURLINGTON, VERMONT 941 11.11.2022 1 11.11.2022 2 02.12.2024 PERMIT SET PERMIT AMENDMENT PLANTING PLAN 1"=20' CO L200 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR 146' - 2 1/2" TOP OF ROOF DECK (L.P.) 147' - 10" TOP OF PARAPET 156' - 0" TOP OF TOWER 8' - 2 " 1' - 7 1 / 2 " 11 ' - 2 1 / 2 " 11 ' - 4 " 11 ' - 4 " 12 ' - 4 " HARDIEPLANK LAP SIDING SMOOTH FINISH, AGED PEWTERCEMFORT CEMENT BOARD PANEL ACADIA WOOD OLD DUTCH MODULAR BRICKS BY PINE HALLJAMES HARDIE CEMENT BOARD PANEL AGED PEWTER 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR 146' - 2 1/2" TOP OF ROOF DECK (L.P.) 147' - 10" TOP OF PARAPET 156' - 0" TOP OF TOWER 12 ' - 4 " 1 1 ' - 4 " 1 1 ' - 4 " 1 1 ' - 2 1 / 2 " 1' - 7 1 / 2 " CEMFORT CEMENT BOARD PANEL ACADIA WOOD HARDIEPLANK LAP SIDING SMOOTH FINISH, AGED PEWTER OLD DUTCH MODULAR BRICKS BY PINE HALL JAMES HARDIE CEMENT BOARD PANEL AGED PEWTER PROJECT : REVISION/DATE : 3/64" = 1'-0" ELEVATIONS 22-284 A3-00 PROSPECT PLACE - LOTS M1,M2,M3 A3-003/64" = 1'-0" 1WETLANDS COLOR ELEVATION (WEST) A3-003/64" = 1'-0" 2GARDEN STREET COLOR ELEVATION (NORTH) 02-22-2024 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR 146' - 2 1/2" TOP OF ROOF DECK (L.P.) 147' - 10" TOP OF PARAPET 1' - 7 1 / 2 " 11 ' - 2 1 / 2 " 11 ' - 4 " 11 ' - 4 " 12 ' - 4 " HARDIEPLANK LAP SIDING SMOOTH FINISH, AGED PEWTER HARDIEPANEL VERTICAL SIDING, SMOOTH COLOR SW6150 UNIVERSAL KHAKI OLD DUTCH MODULAR BRICKS BY PINE HALL JAMES HARDIE CEMENT BOARD PANELAGED PEWTERHARDIEPANEL VERTICAL SIDING, SMOOTH COLOR SW6150 UNIVERSAL KHAKI CEMFORT CEMENT BOARD PANELACADIA WOOD 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR 146' - 2 1/2" TOP OF ROOF DECK (L.P.) 147' - 10" TOP OF PARAPET 12 ' - 4 " 1 1 ' - 4 " 1 1 ' - 4 " 1 1 ' - 2 1 / 2 " 1' - 7 1 / 2 " HARDIEPLANK LAP SIDING SMOOTH FINISH, AGED PEWTER. HARDIEPANEL VERTICAL SIDING, SMOOTHCOLOR SW6150 UNIVERSAL KHAKIOLD DUTCH MODULAR BRICKS BY PINE HALL HARDIEPANEL VERTICAL SIDING, SMOOTHCOLOR SW6150 UNIVERSAL KHAKI PROJECT : REVISION/DATE : 3/64" = 1'-0" ELEVATIONS 22-284 A3-01 PROSPECT PLACE - LOTS M1,M2,M3 A3-013/64" = 1'-0" 1REAR COLOR ELEVATION (EAST) A3-013/64" = 1'-0" 2REAR COLOR ELEVATION (SOUTH) 02-22-2024 9090 6060 120120 150150 180180 4545 AL CJ FL SL E E L L L L L L L L L L L L L 310 310 3 13 312 314 25'R 312 315 314 306 310 30 8 30 8 310 312 3 1 2 312 311 312 3 1 2 3 1 2 306 308 305 314 3 1 3 315 3 1 4 314 313 3 1 3 313 312 310 307 3 08 314 L T E T E 3 1 2 312 314 314 310 310 G G G G U D U D UD UD UD U D UD UD +313.65 +313.70 313.45+ 315.35 + 315.15+ 314.75 + 314.35 + 313.00 +314.57 +315.30 314.5+ 314.5+ 314.5+ 314.5+ +312.50 313.20 + + 3 1 2.7 0 +313.70 313.20+ 313.45+ 312.85+ 313.10+ +313.40 313.25+ +313.20 +312.85 +312.40 312.85 + 312.40+ 312.60 + 312.25 + +311.50 311.20+ +313.20 + 311.60 312.55+ +312.80 +312.45 312.20+ + 312.85 +312.60 +313.35 +312.33 +311.50 +310.15 +310.15 +310.25 +311.20 312.60+ + TOW=312.0 + 314.40 + 314.30 + 314.20 310.25+ 3 13 312 314 S FM FM 310 310 305 305 310 310 313 312 3 1 1 309 308 307 306 307 DN UP DN DN DN DN DNDNDN UP DN UPDN X LEVEL DOOR IDENTIFICATION INTERIOR WALL TYPE SECTION/ ELEVATION DRAWING NUMBER Réf 1 A0-500 DETAIL NUMBER DRAWING NUMBER WINDOW IDENTIFICATION CONSTRUCTION NOTE 00 Number Room name 1 1t 1 A0-500 Réf ROOM IDENTIFICATION FIRE RATING ALL FACES ALIGN A: FLOOR TO DECK B: FLOOR TO BOTTOM OF JOISTS C: AS INDICATED WALL HEIGHT: GROUND LEVEL 1 INDICATES REVISION AD ACTIVE DOOR PB PANIC BAR 2H 1t XX OR JOIST DIRECTION FD FLOOR DRAIN RD ROOF DRAIN 00 F.R. 45min. F.R. 120 min. (2h) F.R. 150 min. (2.5h) F.R. 180 min. (3h) F.R. 60min. (1h) F.R. 90min. (1.5h) 1. ALL PLAN DIMENSIONS OF INTERIOR WALLS ARE TAKEN FROM THE CENTER OF THE PARTITION AND ALL PLANS DIMENSIONS OF EXTERIOR WALLS ARE TAKEN FROM THE FACE OF THE STUDS, UNLESS NOTED OTHERWISE. NOTES: 100'-0" = 316.00' (SEE CIVIL) GEODESIC GROUND LEVEL: GALVANIZED STEEL FREE LINTEL STRUCTURAL LINTEL (SEE STRUCTURE) CONTROL JOINT WALL HEIGHT (609 SF) 107 TYPE A4 (793 SF) 108 TYPE B6 (1181 SF) 109 TYPE D1 (675 SF) 110 TYPE B2 (770 SF) 111 TYPE B6 (759 SF) 103 TYPE B5 (534 SF) 104 TYPE A1 (760 SF) 105 TYPE B6 (534 SF) 106 TYPE A1 (684 SF) 113 TYPE B2 (998 SF) 124 TYPE D4 149 STAIRCASE 2 143 STAIRCASE 1 130 LOBBY 142 HALLWAY 2 (764 SF) 102 TYPE B5 151 MAIN ENTRANCE 113 MAIL ROOM 116 PACKAGE STORAGE 129 ELEV.SHAFT (1185 SF) 114 TYPE D1 (542 SF) 123 TYPE A1 (760 SF) 122 TYPE C1 (ADA) (841 SF) 115 TYPE B3 (1138 SF) 121 TYPE D6 (820 SF) 116 TYPE B6 (762 SF) 120 TYPE B5 (1164 SF) 117 TYPE D5 (1067 SF) 119 TYPE E4 (1136 SF) 118 TYPE E2 161 STAIRCASE 3 164 DAYCARE CENTER PART 1 PART 2 PART 3 141 HALLWAY 1 9% (725 SF) 101 TYPE B5 (800 SF) 112 TYPE B2 127 FITNESS 125 LEASING OFFICE (939 SF) 128 WIFI CAFE 145 REAR ENTRANCE 160 HALLWAY 2 -0' - 0 1/2" 0' - 0" 313.40 315.96 316.00 190 HALLWAY 3 T 450-443-4434 www.jutrasarchitecture.com DATE / PROJECT NUMBER FORMAT ARCH D KEY PLAN © JUTRAS ARCHITECTURE LLP . DRAWING TITLE DRAWN BY / VERIFY BY ADDRESS PROJECT'S NAME CLIENT NOTES AND LEGEND N SCALE / SHEET A 211 1st FLOOR PLAN PROSPECT PLACE - LOTS M1,M2,M3 SOUTH BURLINGTON, VT 22-28403-06-2024 I.P.É.J. SNYDER-BRAVERMAN DEVELOPMENT LLC NO.DATE DESCRIPTION BY B 09-15-2022 ISSUED FOR PERMIT I.P. C 10-14-2022 ISSUED FOR BID I.P. D 11-04-2022 COORDINATION I.P. E 11-07-2022 ISSUED FOR PERMIT REV.1 I.P. F 11-09-2022 COORDINATION I.P. 1 11-22-2022 ISSUED FOR CONSTRUCTION I.P. 2 01-27-2023 REVISION 1 I.P. 3 05-17-2023 REVISION 4 J.B.