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HomeMy WebLinkAboutSP-24-09 - Plans - Field changes - 0112 Garden Street - _combined field changes as builtsELEV ELEV ELECTRICAL EL E C T R I C A L ELECTRICAL ELECTRICAL EL E C T R I C A L MECH SPRINKLER BOLLARD GARAGE ENTRY SOUTH BURLINGTON CITY CENTER Prospect Place 112 GARDEN STREET SOUTH BURLINGTON 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 06-10-24 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN BASEMENT LEVEL P1 PARKING SUMMARY VEHICLE PARKING = 85 SPACES BIKE PARKING = 73 RACKS = 146 SPACES 31 0 315.98 + 313.45 + 315 314 313 4. 9 % 312.3 + 313.94+ 312 311 + T.W. 317.29 EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ 4.9% + + W W W P P P P T.W. 315.0 T.W. 313.0 T.W. 314.0 +314.5 314.5+ P T.W. 314.0 315.98+ 313.45+ +315.95 +315.3 +315.72 312.72+ +313.54 315.79+ + T.W.317.29 + C.B. 315.66 + C.B. 315.66 315.79+ +315.9 + C.B. 315.83 312.72+ 311.14+ 313.32+ 312.5+ + + + + 311 31 0 30 9 309 W UD UD UD D 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 TW EL. 316.0 TW EL. 316.0 DN DN DRY LAID STONE SEATWALL PLANTING BED, TYP. BOARDFORM CONCRETE SEATWALL/RETAINING WALLS ILLUMINATED CORTEN STEEL COMMISSIONED ART PIECE. SCULPTURE ILLUMINATION MUST COMPLY WITH THE CURRENT EXTERIOR LIGHTING REQUIREMENTS OF THE SOUTH BURLINGTON LAND DEVELOPMENT REGULATIONS. MULTI-COLOR 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. BIKE RACK 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 06.03.2024 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 AS-BUILT 310 310 3 1 0 31 0 310 305 3 0 5 305 315 314 313 312 311 310 31 0 310 305 305 305 300 30 5 31 0 305 31 0 3 0 5 30 5 30 5 3 0 5 31 0 S S UD UD UD UD UD S W W W W W W W W S S S W W D UD UD UD UD UD UD UD UD UD UD UD S S S S S S D D D G G G G G GG G G W W 31 0 310 F D 31 0 313 31 2 31 0 314 314 305 31 2 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 0 299 308 300 305 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 E E E E E E 31 2 UD FM L 31 2 31 5 315 309 311 312 312 311 310 310 315 314 315 S 313 R R R R RR RR 309 307 306 307 310307 308 308 309 L DN DN DN DN UP UP DN DN DN DN DN DN DN DN 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 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 06.03.2024 OVERALL LAYOUT & MATERIALS PLAN 1"=20' CO L100 AS-BUILT 310 310 3 1 0 31 0 310 305 3 0 5 305 315 314 313 312 311 310 31 0 310 305 305 3 0 5 300 30 5 31 0 3 1 0 3 0 5 30 5 30 5 3 0 5 31 0 S UD UD UD UD UD S W W W W S S W UD UD UD UD UD UD UD S S S S D D D D G G G GG G G W W 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 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 L 1-QB 2-BN 1-BN 1-GT 1-GT 2-GT 1-GT 1-QB 1-QB 1-QR 3-AF 1-AF 4-AA 1-AF 2-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 6-FM 2-HPL 7-SB 1-VB 1-FM 1-HPL 6-SB 2-VB 2-FM 3-HPL 5-SB 5-JH 13-RA 14-RA 17-RF 16-MS 6-RA 15-AG 5-RA 28-RF 35-AG 12-NR 32-SH 3-TM 3-CA 1-VB 14-HA 1-CA 6-HP 1-VB 3-MD 3-RAS 3-FM 1-VB 4-HP 4-FM 1-VD 4-TM 2-CA 2-CA 1-VD 6-HP 3-RAS 1-CA 2-RAS 6-TT 5-FM 4-JH 11-SB 1-VD 4-SP 13-SN 11-SB 5-SP 2-VD 3-SP 1-VD 11-SN 7-SN 7-SB 7-RA 22-MS 10-CA 4-VD LAWN, TYP. LAWN, TYP. LAWN, TYP. 1-AF 1-VD 1-AF 1-AF 1-AF LAWN 5-SP 2-GT 16-MS 30-MS 11-TH 5-TT L A W N 4-SN 1-HPL 2-VB 2-SB 5-SB 1-VB 1-VB 1-FM 2-FM 1-FM 1-AR 1-AR 2-BN 1-CA 2-MD 4-TM 1-VD 2-CA3-RAS 2-FM 2-RAS 6-RAS 6-HP 2-RAS 3-CA 3-HP 2-CA 4-HP 1-VD 24-HS 5-SB 51-SH 4-SI 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 06.03.2024 PLANTING PLAN 1"=20' CO / EB L200 V E R M O N T C O N S E R V A T I O N M I X COMMON NAME 35%RED FESCUE 25%TALL FESCUE 15%ANNUAL RYEGRASS 10%KENTUCKY BLUEGRASS 3%WHITE CLOVER APPLY SEED AT 5 LBS/PER 1000 SQ. FT. G R E E N M O U N T A I N S E E D M I X SCIENTIFIC NAME COMMON NAME 40%Festuca rubra CREEPING RED FESCUE 30%Poa pratensis KENTUCKY BLUEGRASS 30%Lolium perenne PERENNIAL RYEGRASS APPLY SEED AT 4 LBS/PER 1000 SQ. FT. NOTE: LOCATIONS OF TREES TO BE FIELD ADJUSTED TO AVOID WINDOWS AND TO BE OUTSIDE OF SIGHT TRIANGLES AS-BUILT 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 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 + 309 307 306 307 310 307 308 308 309 304 30 8 311 303 303 3 0 5 307 307 30 9 304 306 30 5 305 307 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 W LL 312 31 0 310 30 6 31 2 31 2 312 313 3 1 3 3 1 4 3 1 5 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 05-22-24 ADJ GYM STEPS, BIKE RACKS, GARAGE VENT,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 A L 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 04-18-24 ADD STOP SIGN/STOP BAR FROM LOT M5 ABR 05-22-24 ADD NOTE RE: CROSSWALK TO BLDG 7 ABR CROSSWALK TO BE INSTALLED PRIOR TO OCCUPANCY OF BUILDING ON LOT M4 (BUILDING 7)