HomeMy WebLinkAboutSP-21-036A - Plans - Field changes - 0303 Market Street30+00312 ET310310 30631231231
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GMARKET STREETFUTURE TRASH &RECYCLING ENCLOSUREELEC ELECSTMH41STMH4812" PE 5' CONCRETE SIDEWALKYARD HYDRANTGAS METERPROPOSED BUILDINGELECELECNEW CONCRETE SIDEWALKCONCRETE SIDEWALKPAVED PATHCONCRETE SIDEWALKGARDEN STREETCONCRETE SIDEWALKCONCRETE S
IDEWALKFUTURE DRIVECB34POTENTIAL FUTUREDEVELOPMENT ON LOT M4COQRGT2POBNQRBNPOGT2COBNCOQRLTLTGTGTGTAGAGLTBNJVJV16 LB26 DL12 RC8 PM20 RC24 AA10 PM24 PH18 DL12 PH9 IV +1IVm14 AM12 DL12 RC12 CA13 RC12 PM24 MP10 PM8 LB14 CL6 CL12 PH6 CL14 LB9 PH26 CL19 IV +1 IVmHVHMHMHVHVHV9 IMf +1 IMm30 TM9 RH9 RHPAVED PATHSEE GRAVEL WETLAND PLANTINGSPECIFICATIONS THIS SHEET8 TO12 PM15 AM18 TOSTONE BLOCK SEATING(APPROX. 18" X 18" X 72")SIDEWALKCO12 MP12 CALTPOGT2PAVED PATH3 TO9 CL1 PH2 CL4 CLDateSheet numberScaleCheckedDrawnDesignSurvey Project No.DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptPreliminaryFinal Local ReviewAct 250 ReviewConstructionRecord Drawing07-12-21DJGABRABR/OTHERSMB15143-M5SOUTH BURLINGTON CITY CENTERLOT M5MARKET ST. & GARDEN ST. SOUTH BURLINGTONLamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comNOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022WERE COMPLETED BY THE SNYDER GROUP, INC.41" = 20'LANDSCAPING PLANGRAVEL WETLAND PLANTING SPECIFICATIONS1.ALL SEED SPECIES REQUIRE VERY MOIST SOIL TO SURVIVE. IF THE SOILDRIES, MOST OF THE PLANTS WILL DIE. EITHER ALLOW THE GRAVELWETLAND TO FILL TO CAPACITY, WHICH WILL MOISTEN SOIL TO THESURFACE BY CAPILLARY ACTION, OR PROVIDE FOR REGULARIRRIGATION THAT WILL KEEP SEED AND PLANTINGS CONTINUALLY MOISTUNTIL THE GRAVEL WETLAND HAS FILLED.2.THE GRAVEL WETLAND BOTTOM AND LOWER SIDESLOPES SHALL HAVECONSERVATION MIX AND WETLAND SEED MIX APPLIED. THE WETLANDSEED MIX NEED ONLY BE APPLIED TO THE GRAVEL WETLAND BOTTOMAND SIDESLOPES EXTENDING TO 2 VERTICAL FEET ABOVE THE BOTTOMFINISH GRADE OF THE GRAVEL WETLAND. CONSERVATION SEED MIXSHALL BE APPLIED ON ALL SLOPES ON THE INTERIOR AND EXTERIOR OFTHE GRAVEL WETLAND.3.AFTER SEEDING, THE SOIL SHALL BE MAINTAINED IN A MOIST OR WETCONDITION. IF RAINFALL AND SUBSURFACE WATER LEVEL ARE NOTADEQUATE TO ACHIEVE THIS, IRRIGATION SHALL BE USED AS NEEDED.10 HIGHLAND BENTGRASS6 WHITE CLOVER1115 ANNUAL RYE23100 100# LIVE SEED / ACRE1061115233535VARIETY)MANHATTAN OR SIMILARRYE (VARIETY PENNFINE, WINTER HARDY, PERENNIAL % BY WEIGHTLBS. LIVE SEEDPER ACRETYPE OF SEEDCREEPING RED FESCUEKENTUCKY BLUEGRASSAPPLICATION RATE:1 LB PER 2500 SF OR18 LBS PER ACREAVAILABLE FROM:NEW ENGLAND WETLAND PLANTS, INC.820 WEST STREETAMHERST, MA 01002416-548-8000WWW.NEWP.COMPLANTING SCHEDULETREESKEYBOTANICAL NAMECOMMON NAMESIZEAG Amelanchier x grandiflora 'Autumn Brilliance'Apple Serviceberry2.5" CaliperBN Betula nigra 'Heritage'River Birch2.5" CaliperCO Celtis occidentalis 'Prairie Pride'Common Hackberry2.5" CaliperGT Gleditsia triacanthos 'Imperial'Honeylocust2.5" CaliperGT2 Gleditsia triacanthos 'Shademaster'Honeylocust2.5" CaliperHM Heptacodium miconioidesSeven Son Flower1.5" CaliperJV Juniperus virginiana 'Taylor'Eastern Red Cedar (columnar)5'-6' HeightLT Liriodendron tulipifera 'Emerald City'Tulip Tree2.5" CaliperPO Platanus occidentalisAmerican Sycamore2.5" CaliperQR Quercus rubraNorthern Red Oak2.5" CaliperSHRUBSKEYBOTANICAL NAMECOMMON NAMESIZE & SPACINGAA Aronia arbutifolia 'Brilliantissima'Red Chokeberry #3 Container @ 3' OCAM Aronia melanocarpa 'Viking'Black Chokeberry #3 Container @3' OCCA Corylus americanaAmerican Hazelnut #3 Container@ 3' OCCL Clethra alnifolia 'Ruby Spice'Summersweet #3 Container @ 3' OCDL Diervilla loniceraNorthern Bush Honeysuckle #3 Container @ 3' OCHV Hamamelis virginianaCommon Witchhazel (specimen)5' HeightIMfIlex x meserveae 'China Girl' Blue Holly (female)18"-24" height @ 3' OCIMmIlex x meserveae 'China Boy' Blue Holly (male)18"-24" height @ 3' OCIV Ilex verticillata 'Winter Red'Winterberry (female) #3 Container @ 3' OCIVm Ilex verticillate 'Southern Gentleman'Winterberry (male)LB Lindera benzoinNorthern Spicebush #3 Container @ 4' OCMP Morella pensylvanicaNorthern Bayberry #3 Container @ 3' OCPM Prunus maritimaBeach Plum #3 Container @ 4' OCPH Physocarpus opulifolia 'Center Glow'Common Ninebark #3 Container @ 3' OCRC Rhus copallinum 'Prairie Flame'Winged Sumac #3 Container @ 3' OCRHRhododendron 'P.J.M.'PJM Rhondodendron#3 Container @ 3' OCTMTaxus x media 'Densiformis'Yew#3 Container @ 3' OCTO Thuja o. 'Holmstrup'Holmstrup arborvitae 4'-5' Height @ 4' OCLANDSCAPING BED ALONG GARDEN STREET & MARKET STREETCONCRETE SIDEWALK ALONG STREETLANDSCAPED AREA BETWEENBUILDING AND SIDEWALK TO HAVEBARK MULCH. DO NOT USE PEASTONEOR STONE CHIPSBARK MULCH SURFACE SHALL3" BELOW TOP OF SIDEWALK3"SEE SIDEWALK DETAIL AND LANDSCAPINGSPECIFICATIONS FOR SUBBASE AND SOILPROFILE REQUIREMENTS09-28-21REPLACE MAPLE TREES WITH OTHER LISTED SPECIESABRSOIL SPECIFICATIONS FOR PLANTING AREAS1.PLANTING AREA IS DEFINED AS SOIL WITHIN PARKING LOT ISLANDS, WITHIN 2 FT OFSMALL SHRUBS, 4 FT OF MEDIUM TO LARGE SHRUBS, AND 10 FT OF TREES, OR TO EDGEOF PAVEMENT, CURB, OR FOUNDATION.2.TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL DRAINED SITES WHERE TOPSOILOCCURS AT LEAST 4 INCHES DEEP. TOPSOIL SHALL NOT BE OBTAINED FROMWETLANDS.3.SOIL FURNISHED BY THE CONTRACTOR SHALL BE REASONABLY FREE FROM ROOTS,HARD CLAY, COARSE GRAVEL, STONES LARGER THAN TWO INCHES IN ANY DIMENSION,NOXIOUS WEEDS, TALL GRASS, BRUSH, STICKS, STUBBLE, AND ANY MATERIALS THATWOULD BE DETRIMENTAL TO THE PROPER DEVELOPMENT OF VEGETATIVE GROWTH.4.BOTH TOPSOIL AND SUBSOIL SHALL HAVE A TEXTURE OF SANDY LOAM OR FINE SANDYLOAM PER THE USDA TEXTURAL TRIANGLE AND CONFORM TO THE FOLLOWINGSPECIFICATIONS:SIEVE NO.%PASSING2"1001090-1004080-906050-7010020-4020010-40CLAYLESS THAN 10%pH5.5 TO 7.0ORGANIC MATTERTOPSOIL: 5-10%, SUBSOIL: LESS THAN 5%5.TO ASSURE THE GROWTH OF PLANTS, THE SOIL MUST NOT BE COMPACTED. ANY AREASOF INADVERTENTLY COMPACTED SOIL WILL NEED TO BE DECOMPACTED USING ASUBSOILER, CHISEL PLOW, OR BY EXCAVATION AND REPLACEMENT WITHUNCOMPACTED SOIL. DO NOT DRIVE EQUIPMENT ON THE SOIL AFTER IT HAS BEENPLACED OR DECOMPACTED. FINE GRADING AND PLANTING OF SPECIFIED LANDSCAPINGMAY BE DONE USING LOW GROUND PRESSURE EQUIPMENT, IF THIS CAN BE ACHIEVEDWITHOUT COMPACTION.3.ALL SOIL INTENDED FOR USE SHALL BE STOCKPILED ON SITE AND MEASURES TAKEN TOENSURE THE MATERIAL IS CONSISTENT IN QUALITY. AFTER SOIL TESTING ISCOMPLETED, NO ADDITIONAL MATERIAL MAY BE ADDED TO THE STOCKPILE. A MINIMUMOF TWO SUCCESSFUL, REPRESENTATIVE TESTS SHALL BE PROVIDED BY THECONTRACTOR FROM THE STOCKPILED SOIL. ADDITIONAL TESTING WILL BE REQUIREDFOR ANY NEW OR ADDITIONAL STOCKPILES.6.DO NOT PLACE SOIL MATERIALS IN WET OR MUDDY CONDITIONS. PROTECT THEMATERIALS AS NECESSARY USING TARPS OR MATTING. PROVIDE EROSION CONTROLTO PREVENT TRANSPORT OF SEDIMENT OR DUST AWAY FROM THE STORAGE AREA.7.SOILS WITHIN THE FULL SPECIFIED DEPTH SHALL HAVE A BULK DENSITY NOTEXCEEDING 1.5 g/cm². SOILS SHALL EXHIBIT THE FOLLOWING CONE PENETROMETERREADINGS:- SURFACE RESISTANCE - LESS THAN 110 PSI (7.7 kg/cm²)- SUBSURFACE RESISTANCE - LESS THAN 260 PSI (18.3 kg/cm²)8.ANY COMPOST THAT IS USED SHALL MEET THE REQUIREMENTS OF THE U.S.COMPOSTING COUNCIL “LANDSCAPE ARCHITECTURE / DESIGN SPECIFICATIONS FORCOMPOST USE”, SECTION “COMPOST AS A LANDSCAPE BACKFILL MIX COMPONENT”. THEANALYSIS SHALL BE PROVIDED BY THE COMPOST SUPPLIER. BEFORE BEING DELIVEREDTO THE SITE, THE SUPPLIER MUST PROVIDE THE FOLLOWING DOCUMENTATION:A.A STATEMENT THAT THE COMPOST MEETS FEDERAL AND STATE HEALTH ANDSAFETY REQUIREMENTSB.THE SAMPLING AND TESTING METHODOLOGIES SHALL CONFORM WITH THE U.S.COMPOSTING COUNCIL'S "TEST METHOD FOR THE EXAMINATION OF COMPOSTINGAND COMPOST".9.SOIL QUALITY AND DEPTH SHALL BE ESTABLISHED TOWARD THE END OFCONSTRUCTION AND, ONCE ESTABLISHED, SHALL BE PROTECTED FROM COMPACTION,EROSION, AND OTHER DETRIMENTAL INFLUENCES THROUGH THE END OFCONSTRUCTION.6" TOPSOILPERENNIALS: 12" MIN.SHRUBS: 18" MIN.TREES: 30" MIN.PARKING LOT ISLANDS: 30" MIN.NON-COMPLYING SOILFINISH GRADE18" TO 36" OFCOMPLYINGSOIL MATERIALSOIL PROFILE REQUIREMENTS11-08-21ADD SOIL PROFILE, PARKING LOT SCREENING, WINDOW SHRUBSABR12-10-21REVISE PARKING LAYOUT / ISLANDS, ADJUST LANDSCAPINGABR12-23-21REVISE PARKING LAYOUT / ISLANDS, ADJUST LANDSCAPINGABR02-04-22ADD PARKING LOT ISLANDS TO SOIL PROFILE REQUIREMENTSABR02-14-22REVISE MARKET ST SIDEWALK FROM PAVED TO CONCRETEABR04-24-23ADD UTIL PED & SCREENING, DEL RET WALLSABR05-25-23REVISE PER FIELD ADJUSTED PLANT LOCATIONSABR
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3AD LOT M4MARKET STREET RECONSTRUCTIONUNDERWAY - SEE PLANS BY OTHERSFOR FINAL IMPROVEMENTS67'PROPOSED 55' WIDE ACCESS &UTILITY EASEMENT FOR THEBENEFIT OF LOTS M1, M3, & M455'ELECELECCONCRETE SIDEWALKPROPOSED TREELINE47.1'TYPICAL BOULDER FOR WETLAND /GARDEN STREETLOT M5TRASH & RECYCLINGENCLOSURES N O W S T O R A G ELOT M6GRAVEL WETLAND 1(GW1)CLASS 2 WETLANDCLASS 2 WETLANDS
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5' R.9'9'18'ELECELECCONCRETE CURBRAMPSTONE BLOCK SEATING(APPROX. 18" X 18" X 72")22'5' CONCRETE SIDEWALK20' WIDE PAVED DRIVE TO GARDENSTREET (SEE SCHEDULE FOR ACCESSTO GARDEN AND MARKET STREET)RAMPDateSheet numberScaleCheckedDrawnDesignSurvey Project No.DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptPreliminaryFinal Local ReviewAct 250 ReviewConstructionRecord Drawing07-12-21DJGABRABR/OTHERSMB15143-M5SOUTH BURLINGTON CITY CENTERLOT M5MARKET ST. & GARDEN ST. SOUTH BURLINGTONLamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comNOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022WERE COMPLETED BY THE SNYDER GROUP, INC.1SITE PLAN1" = 20'1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT PROJECT DATA:ZONING DISTRICT: FORM BASED CODETRANSECT ZONE T4 LOT DATA:LOT M5 = 1.40 ACREPROPOSED BUILDINGBASEMENT - PARKING GARAGEFLOORS 1-4 - RESIDENTIAL UNITS (TOTAL OF 61 UNITS PROPOSED)BUILDING STANDARDS:REQUIRED:PRIMARY BUILDING FACADE / PRIMARY STREET70% MINIMUM FRONTAGE BUILDOUT75% MIN. IN PRIMARY BUILD TO ZONE (0'-12')25% MAX. IN SECONDARY BUILD TO ZONE (0'-24')SECONDARY BUILDING FACADE / PRIMARY STREET70% MINIMUM FRONTAGE BUILDOUT100% MAX. IN PRIMARY BUILD TO ZONE (0'-18')100% MAX. IN SECONDARY BUILD TO ZONE (0'-36')PROPOSED:PRIMARY BUILDING FACADE / PRIMARY STREETFRONTAGE BUILD OUT = 76.7%(160.5' BUILT / 209.1' FRONTAGE)BUILD OUT IN PRIMARY BUILD TO ZONE = 100%(160.5' OF BUILDING IN PRIMARY BUILD TO ZONE)SECONDARY BUILDING FACADE / PRIMARY STREETFRONTAGE BUILD OUT = 78.8%(138.9' BUILT / 176.3' FRONTAGE)BUILD OUT IN PRIMARY BUILD TO ZONE = 100%(138.9' OF BUILDING IN PRIMARY BUILD TO ZONE)PARKING STANDARDS (T-4)FORM BASED CODE REQUIREMENTS:VEHICLE PARKINGMAXIMUM 2 SPACES PER RESIDENTIAL UNITFOR 61 UNITS, MAXIMUM 122 PARKING SPACESPROPOSED PARKING 39 GARAGE SPACES 48 SURFACE SPACES 87 TOTAL PARKING SPACES (1.4 SPACES PER UNIT)BIKE PARKINGSHORT TERM BIKE PARKING1 SHORT TERM SPACE REQUIRED PER 10 DWELLING UNITS6.1 SHORT TERM SPACES REQUIRED8 SHORT TERM SPACES PROVIDED (4 INVERTED U RACKS)LONG TERM BIKE PARKING1 LONG TERM SPACE PER 1 DWELLING UNIT61 LONG TERM SPACES REQUIRED61 LONG TERM SPACES PROVIDED (IN PARKING GARAGE)OPEN SPACE REQUIREMENTS (T-4)RESIDENTIAL, 20 UNITS OR MORE·REQUIRED 60 SF PER UNIT 60 SF X 61 UNITS = 3660 SF REQUIRED) ·OPEN SPACE MUST BE LOCATED ONSITE, MINIMUM 50% ACCESSIBLE TO ALL RESIDENTS·NO PUBLIC REALM REQUIREMENTSPROPOSED OPEN SPACE:-2,555 SF (58%) - SHARED GARDEN SPACE-1,830 SF (50%) - ENHANCED STORMWATER TREATMENT AREA (LARGE DEVELOPMENTAREA OPEN SPACE / CITY STORMWATER PARK)IMPERVIOUS SURFACETOTAL IMPERVIOUS SURFACE ON LOT M5 = 1.09 ACRELOCATION MAPNOT TO SCALEWILLISTON ROADMIDAS RDHINESBURG ROADMARKET STREETMAR
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STSITEMARCOTTECENTRALSCHOOLSHEET INDEX1SITE PLAN2GRADING & UTILITY PLAN3EPSC PLAN4LANDSCAPING PLAN5LIGHTING PLAN6DETAILS - SITEWORK7DETAILS - EPSC & STORM8DETAILS - WATER9PAVEMENT MARKING & SIGN PLAN10DETAILS - EPSC & LANDSCAPINGD1STORMWATER DETAILS (BY VHB)D3STORMWATER DETAILS (BY VHB)APPLICANTTHE SNYDER-BRAVERMANDEVELOPMENT COMPANY, LLC4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VT 05482LANDOWNERSOUTH BURLINGTON CITY CENTER, LLCP.O. BOX 2204SOUTH BURLINGTON, VT 05407GRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.NOTES:1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE PROPOSED LAYOUTOF LOT M5 AND THE ASSOCIATED BUILDING AND SITE IMPROVEMENTS.SEE GARDEN STREET DESIGN PLANS FOR STREET AND UTILITYRELATED INFORMATION WITHIN THE RIGHT OF WAY.2.SEE SOUTH BURLINGTON CITY CENTER, LLC SUBDIVISION PLAT, SHEETPL-1, LAST REVISED 07-07-21, BY LAMOUREUX & DICKINSONCONSULTING ENGINEERS, INC. FOR BOUNDARY INFORMATION.WETLAND / BUFFER DEMARCATIONWHERE NOTED ON PLANS, THE WETLAND AND/OR WETLAND BUFFER LIMITS SHALLBE 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 ALONGTHE DEMARCATION LINE. SIGNS SHALL BE 9" X 18", AND PLACED ON 4" SQUARE PTWOOD POSTS AT 100 FT INTERVALS (SEE DETAIL BELOW).MARKER ROCK SHALL EXTENDA MINIMUM OF 24 INCHESABOVE GRADE AND UP TO 6INCHES BELOW. THE ROCKSHALL HAVE NO DIMENSIONLESS THAN 24 INCHES.24" MIN.6" MAX.24" MIN.WETLAND / BUFFER DEMARCATIONN.T.S.WETLAND PROTECTION AREA SIGNN.T.S.GARDENSTREETMARKET STREETSTORMWATER PARKLOT M3LOT M1WETLAND / BUFFER DEMARCATIONSEE DETAIL THIS SHEETLEGENDPROJECT BOUNDARY 310ABUTTING PROPERTY LINESIDELINE OF EASEMENTEXISTING CONTOUREXISTING TREELINEPROPOSED TREELINEEDGE OF WETLANDWETLAND BUFFERWETLAND / BUFFER DEMARCATION09-28-21REVISE O/S NOTES, PAVEMENT LIMITSABR11-08-21REVISE RAISED BED CONFIG, PARKING SPACE COUNTABR12-10-21REVISE PARKING LAYOUT / ISLANDS / SPACESABR12-23-21REVISE PARKING LAYOUT / ISLANDS / SPACESABR02-04-22REVISE MARKET ST PAVED PATH TO NEW CONCRETE SWABR04-24-23ADD UTIL PED, DEL. RET.WALLS, REV. RAMP AT MARKET STABR
MARKET STREETGARDEN STREET(FUTURE)GARDEN STREET(FUTURE)3143153143153093123113103
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15'-6 1/8"14'-0"17'-8 1/4"24'-1 1/4"R=78'R=98'R=98'R=58'1'-6"6'-0"8'-0"12'-0"R=79.5'R=89.5'R=82'R=61'R=104'R=86'R=24'58'-6"R=5'R=10'R=10'R=5'Landscape Architects131 Church StreetBurlington, VT 05401www.segroup.comDESIGNED BY:PROJECT LEADER:FILE NAME:PROJECT NUMBER:South Burlington - Market StreetSTP 5200(17)PLOT DATE:DRAWN BY:CHECKED BY:SHEET:PO, THPO, JTHJTH04/27/2018PROJECT NAME:JTHFinal Plans20'Graphic Scale: 1"=20'40'80'0'LANDSCAPE LAYOUT PLANL5.3
A -821-076GARDEN STREET ELEVATION143'4’7"2’6'6'6'6'6'4’10"4’10"HARDIEPLANKBRUSHWPRK RED 0722VERTICAL METAL SIDINGTL-17 BY METAL SALESCOLOR GRAY S.W 7022HARDIE SMOOTH PANELSEAL GRAY 0610ALUMINUIM PAINTED BLACKS.W 7069ALUMINUIM PAINTED GREENS.W 671132’8’’26’7 1/2’’48’0’’35’8 1/2’’HARDIE SMOOTH PANELBLACK BROWN 058406/17/214’10"CITY CENTER – UNION PLACEGLAZING ON ALL LEVELS100% TRANSPARENT2’4’Revised 4/21/2311' 7"7' 5"(Revised 4/21/23)6545%
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GARDEN STREET CONSTRUCTION NOTE:
CONSTRUCTION OF THE PAVED PATH AND SIDEWALKS WITHIN
THE GARDEN STREET RIGHT OF WAY IS SEPARATE FROM THE
CONSTRUCTION ACTIVITY ON LOT M5. SEE CITY APPROVALS
FOR REQUIREMENTS RELATING TO THE TIMING OF GARDEN
STREET AND RELATED PEDESTRIAN IMPROVEMENTS.
BIKE RACKS
(4 INVERTED U)
5' CO
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8'
TYPICAL SIDEWALK RAMP
WITH CAST IRON DETECTABLE
WARNING PLATES
CONC
R
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E
C
U
R
B
12" PE STUB
INV = 307.30
APPROXIMATE LOCATION OF EXISTING
6" PVC SEWER SERVICE TO BE EXTENDED
WITH 6" SCH40 PVC TO BUILDING.
CONTRACTOR TO PERFORM EXPLORATORY
EXCAVATION TO DETERMINE HORIZONTAL
AND VERTICAL LOCATION OF SERVICE STUB
6" PVC
EXISTING 6" PVC SEWER SERVICE TO BE
CUT BACK OUTSIDE FOUNDATION
EXCAVATION LIMITS AND EXTENDED WITH
6" SCH40 PVC TO SERVE BUILDING.
(SERVICE STUB DESIGN ELEV = 303.05)
CB34
EXISTING HYDRANT TO BE SUPPORTED
OR REMOVED AND RESET DURING
FOUNDATION EXCAVATION.
CONTRACTOR TO COORDINATE WITH
WATER DEPT. PRIOR TO EXCAVATION
HYDRANT SHALL HAVE A 4" STORZ
PUMPER NOZZLE AND APPROVED
HYDRANT FLAG
SCH40 PVC ROOF DRAIN
THROUGH FOUNDATION
WALL, ELEV = 309.0
APPROXIMATE LOCATION OF EXISTING
6" DI WATER SERVICE TO BE EXTENDED
WITH 6" CL52 DI TO BUILDING.
CONTRACTOR TO PERFORM EXPLORATORY
EXCAVATION TO DETERMINE HORIZONTAL
AND VERTICAL LOCATION OF SERVICE STUB
6" DI
W
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PS8
POTENTIAL FUTURE
DEVELOPMENT ON LOT M4
8" PVC
12"
PE12"
PE12" PE
12" PE
12" PE
F
TYP. UD CLEANOUT
INV = 306.25
GRAVEL WETLAND 1 STREETCONCRETE CURB
CONCRETE CURB
20' WIDE PAVED DRIVE TO GARDEN
STREET (SEE SCHEDULE FOR ACCESS TO
GARDEN STREET AND MARKET STREET)
I
(2) 5" SCH40 PVC AND
(2) 4" SCH40 PVC CONDUIT
CONCRETE S
IDEWALK
(2) 4" SCH PVC (TELECOM/CTV)
ELEC
NEW ELEC.
TRANSFORMER VAULT15" PE S=0.008EXIST. 15" PEDate
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
These plans shall only be used for the purpose shown below:
Preliminary
Final Local Review
Construction
Record Drawing
07-12-21
DJG
ABR
ABR/OTHERS
MB
15143-M5SOUTH BURLINGTON CITY CENTER
LOT M5
MARKET ST. & GARDEN ST. SOUTH BURLINGTON
2
1" = 20'
20
INFILTRATION SYSTEM FOR
ROOFTOP RUNOFF - SEE DESIGN
PLANS FOR 112 GARDEN STREET
0 20 40 80
1" = 20 FEET
GRADING &
UTILITY PLAN
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.
STORM STRUCTURES
NEW STMH 40
RIM = 315.16
15" IN = 306.40
15" OUT = 306.35
(EXISTING STUB)
NEW STMH48
RIM = 314.00
(3) 12" IN = 310.40
15" OUT = 310.35
NEW STMH49
RIM = 313.00
15" IN = 309.65
15" OUT = 309.60
(TO INFILTR SYSTEM)
15" OUT = 311.00
(OVERFLOW TO GW1)
NEW CB1
RIM = 311.75
12" OUT = 307.70
NEW CB2
RIM = 310.20
12" IN = 306.75
12" OUT = 306.70
NEW CB3
RIM = 310.85
(2) 12" IN = 306.45
18" OUT = 306.40
NEW CB4
RIM = 310.00
(2) 2" FM IN = 306.90
8" IN = 306.90
12" OUT = 306.85
NEW CB5
RIM = 310.00
8" OUT = 307.15
NEW CB6
RIM = 311.75
12" IN = 307.15
12" OUT = 307.10
NEW PTU7
CONTECH CASCADE CS-6
RIM = 311.50
18" IN = 306.25
18" OUT = 306.25
NEW PS8
RIM = 303.75
(2) 6" UD IN = 299.75
2" FM OUT TO CB4
EXIST. CB34
RIM = 311.98
6" UD = 307.9
12" IN = 307.8
NEW 8" PVC IN = 308.0
15" OUT = 307.8
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 AND INSTALLATION 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.ALL PIPE SLOPES ARE IN FEET / FEET.
24" PE
INV = 305.0
SPILLWAY
ELEV = 308.50
BUILDING ENTRY DATA
KEY # STEPS RISER HEIGHT STEP INTO BLDG
A 1 STEP 5"YES (4" STEP)
B 2 STEP 5 YES (4" STEP)
C 2 STEP 5.5"YES (4" STEP)
D 2 STEP 7"YES (4" STEP)
E 4 STEPS 6.5"NO
F 5 STEPS 5"YES (4" STEP)
G 5 STEPS 5"YES (4" STEP)
H 5 STEPS 5.5"YES (4" STEP)
I 4 STEPS 6.5"YES (4" STEP)
NOTES:
1. THE NUMBER OF STEPS AND RISER HEIGHT DOES NOT
INCLUDE THE STEP INTO BUILDING, WHERE APPLICABLE.
2. THE NUMBER OF STEPS AND RISER HEIGHT TO BE
CONFIRMED WITH THE ACTUAL SIDEWALK ELEVATION ALONG
GARDEN ST AND MARKET ST PRIOR TO CONSTRUCTION.
REMOVE AND RESET EXISTING GRANITE CURB
BETWEEN MARKET STREET AND NEW
CONCRETE SIDEWALK. PROVIDE NEW GRANITE
CURB RADII AND TAPERS AS REQUIRED
LEGEND
PROJECT BOUNDARY
310
ABUTTING PROPERTY LINE
SIDELINE OF EASEMENT
EXISTING CONTOUR
EXISTING TREELINE
PROPOSED TREELINE
EDGE OF WETLAND
EXISTING WATERLINE
EXISTING SANITARY SEWER
EXISTING ELEC / TELECOM CONDUIT BANK
EXISTING STORM PIPE AND CATCHBASIN
PROPOSED STORM PIPE AND CATCHBASIN
PROPOSED WATERLINE
PROPOSED STORM FORCEMAIN
W
S
E/T
PROPOSED CONTOUR312
PROPOSED SPOT GRADE312.40+
EXISTING SPOT GRADE(312.40+)
W
FM
PROPOSED EXTERIOR LIGHTING CONDUITL
09-07-21 ADD EXT LIGHTING CONDUIT ABR
SEE SHEET 8 FOR ADDITIONAL
DETAIL ON WATER SERVICE
ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS
AND DETAILS FOR THE INSTALLATION OF WATER LINES AND
APPURTENANCES, CURRENT EDITION. THE SBWD SHALL BE NOTIFIED
FOR A PRE-CONSTRUCTION MEETING AT LEAST 7 DAYS PRIOR TO ANY
EXCAVATION RELATED TO THE EXISTING OR NEW WATER SYSTEM.
THE CONTRACTOR SHALL NOTIFY
AND OBTAIN A TICKET FROM
"DIGSAFE" AT 811 PRIOR TO ANY
EXCAVATION.
09-28-21 REVISE WATER SERVICE ABR
11-08-21 ADD WALKWAY TO RAISED BEDS ABR
12-10-21 REVISE PARKING LAYOUT / ISLANDS ABR
12-23-21 REVISE PARKING LAYOUT / ISLANDS ABR
REV MARKET ST SW, GARDEN ST SW/GRADING02-04-22 ABR
REMOVE EXISTING PAVED
PATH AND CONSTRUCT NEW 9'
WIDE CONCRETE SIDEWALK.
SEE MARKET ST DESIGN
PLANS FOR SCORE PATTERN.
ADD CONDUIT FROM VAULTS/PEDS TO GARDEN ST SLEEVES03-30-22 ABR
REVISE ELEC & TELECOM CONDUITS AT MARKET ST07-18-22 ABR
NOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022 WERE
COMPLETED BY THE SNYDER CONSTRUCTION COMPANY, LLC.
8" THICK CONCRETE
SIDEWALK ACROSS
DRIVEWAY
ELIM STMH 41, REV STMH40, ADD 2ND TRANSF WEST08-03-22 ABR
ADD UTIL PED, DEL. RET. WALLS, REV RAMP AT MARKET ST04-24-23 ABR
DLL+ 313.27+312.57TTTTDDDDMARKET STLOT M4ELECELECCONCRETE SIDEWALKPROPOSED TREELINE47.1'GARDEN STREETLOT M5TRASH & RECYCLINGENCLOSURELOT M6GRAVEL WETLAND 1(GW1)INFILTRATION SYSTEMFOR ROOFTOP RUNOFF(LOTS M1, M2, M4)6'
CON
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EXISTING PAVED PATH6' CONCRETE SIDEWALK10' PAVED PATHPARKING TO BECONSTRUCTEDON LOT M3DRIVE TO BECONSTRUCTEDON LOT M1PROPOSED 61 UNITRESIDENTIAL BUILDINGEXISTINGSTREET LIGHT6' CONCRETE SIDEWALKCONCRETE SIDEWALKELECELEC355LIGHT TO BE INSTALLEDWITH FUTURE BUILDINGCONSTRUCTION ON LOT M433DateSheet numberScaleCheckedDrawnDesignSurvey Project No.DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptPreliminaryFinal Local ReviewAct 250 ReviewConstructionRecord Drawing07-12-21DJGABRABR/OTHERSMB15143-M5SOUTH BURLINGTON CITY CENTERLOT M5MARKET ST. & GARDEN ST. SOUTH BURLINGTONLamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comNOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022WERE COMPLETED BY THE SNYDER GROUP, INC.5LIGHTING PLAN1" = 20'GRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.LIGHTING SPECIFICATIONSLEGEND DESCRIPTION MOUNT HEIGHT DISTRIBUTION TYPE COLOR TEMP RAB BLED18N 18W 42" BOLLARD 270 DEGREE 4000K RAB ALED3T125N 24 FEET POLE TYPE III 4000K RAB ALED5S150N 24 FEET POLE TYPE V 4000K RAB WPLED13N 12' WALL TYPE III 4000K LITHONIA 4BEMW 10' CANOPY MOUNT RECESSED CUTOFF 4000KAVERAGE ILLUMINATION LEVEL = 1.5 FOOTCANDLES (PARKING AND WALKWAYS ONLY)NOTES:COLOR - FIXTURES AND POLES SHALL BE BRONZE - TO BE CONFIRMED WITH OWNERPOWER SUPPLY - COORDINATE WITH OWNER ON POWER SUPPLY LOCATION IN BUILDINGLIGHTING CONTROLS - LIGHTING CONTROL DESIGN SHALL BE BY THE OWNER'S ELECTRICIANCONDUIT SIZE & LAYOUT - CONDUIT SIZE AND LAYOUT DESIGN SHALL BE BY THE OWNER'S ELECTRICIANAPPENDIX A PERFORMANCE STANDARDS- NO LIGHT FIXTURES HAVE A MOUNTING HEIGHT GREATER THAN 30 FEET- THE MAXIMUM ILLUMINATION AT GROUND LEVEL DOES NOT EXCEED AN AVERAGE OF 3 FOOTCANDLES- ALL LIGHT FIXTURES ARE DOWNWARD DIRECTED TO MINIMIZE INDIRECT GLARE35WWWPOLE MOUNTED LIGHT DETAIL 09-07-21ADD NOTE RE: FUTURE LIGHT WITH BLDG ON LOT M4ABR09-28-21EXPAND ILLUMINATION GRIDABR12-10-21REVISE PARKING LAYOUT / ISLANDS, ADJUST LIGHTSABR12-23-21REVISE PARKING LAYOUT / ISLANDS, ADJUST LIGHTSABRW04-24-23ADD LIGHT AT GARAGE ENTRY, INDIVIDUAL UNIT ENTRIESABR RAB WPLED13N 6.6' WALL TYPE III 4000KDDDDDDDD
DLLEE DDDD( FORMERLY KNOWN ASMARKET STSOUTH BURLINGTONL2ADLOT M4MARKET STREET RECONSTRUCTIONUNDERWAY - SEE PLANS BY OTHERSFOR FINAL IMPROVEMENTS67'ELECELECCONCRETE SIDEWALKPROPOSED TREELINEGARDEN STREETLOT M5TRASH & RECYCLINGENCLOSURELOT M6GRAVEL WETLAND 1(GW1)CLASS 2 WETLANDCLASS 2 WETLANDINFILTRATION SYSTEMFOR ROOFTOP RUNOFF(LOTS M1, M2, M4)NEW CONCRETE SIDEWALK5
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5
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EXISTING PAVED PATH5.5' CONCRETE SIDEWALK10' PAVED PATHPARKING TO BECONSTRUCTEDON LOT M3EXISTINGSTREET LIGHT6' CONCRETE SIDEWALKCONCRETE SIDEWALKELEC5.5' CONCRETE SIDEWALKEXISTINGCONCRETE SIDEWALKDateSheet numberScaleCheckedDrawnDesignSurvey Project No.DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptPreliminaryFinal Local ReviewAct 250 ReviewConstructionRecord Drawing07-12-21DJGABRABR/OTHERSMB15143-M5SOUTH BURLINGTON CITY CENTERLOT M5MARKET ST. & GARDEN ST. SOUTH BURLINGTONLamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comNOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022WERE COMPLETED BY THE SNYDER GROUP, INC.91" = 30'1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT GRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.MARKET STREETSTORMWATER PARKLOT M3LOT M1PAVEMENT MARKINGAND SIGN PLAN30" X 30"SIGN R1-1STOPGENERAL NOTES:1.ALL PAVEMENT MARKINGS WITHIN THE GARDEN STREET RIGHT OF WAY SHALL BEDURABLE POLYUREA (SEE VTRANS SPECIFICATION SECTION 708), EXCEPT FOR THEGREEN PAINT APPLIED TO THE PATH PATH.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 THEBOTTOM OF THE SIGN AND FINISH GRADE.SIGN LEGENDASTOP SIGN - STREETSTOP SIGN - STREETPAVEMENT MARKING LEGENDJRESERVED PARKING SYMBOL, WHITE PAINT4" WHITE LINE24" WIDE STOP BAR, PAINTKLMCROSSWALK, PAINT (24" WIDE, BLOCK STYLE)ABR7-8 (MODIFIED) SIGN (SINGLE SIGN POST)CR7-8 (MODIFIED) SIGN WITH R7-8A (SINGLE POST)JJKKJJCBMLLJSEE SHEET 1 FOR WETLAND PROTECTIONAREA SIGN REQUIREMENTSAPNO LEFT TURN SIGNEENO LEFT TURN SIGN (SAME POST AS STOP SIGN)24" X 24"SIGN R3-209-28-21PED ROUTE MARKINGS, MARKET ST SIGNAGE & PATH MARKINGSABRNO PARKING SIGN F24" X 24"SIGN R8-3AFNO PARKING SIGN (SINGLE POST)EJA11-08-21ADD XWALK TO GARDENS, NOTE RE: MARKET ST SIGNAGEABRSIGN TO BE INSTALLED AFTER GARDEN STREETACCESS IS AVAILABLE FOR LOT M5 (SEE SCHEDULEFOR ACCESS TO GARDEN ST & MARKET ST)MJ12-23-21REVISE PARKING LAYOUT AND STRIPINGABRTEMPORARY BARRIERS IN ACCORDANCEWITH SCHEDULE FOR ACCESS TOGARDEN STREET AND MARKET STREETALMSEE ALSO GARDEN STREET DESIGN PLANS FOR PAVEMENTMARKINGS ALONG PAVED PATH. THE CENTERLINE OF THEPAVED PATH SHALL HAVE A BROKEN 4" WIDE YELLOW LINEUSING THERMOPLATIC MARKING (TO BE APPROVED BY DPW)02-14-22REVISE MARKET STREET SIDEWALK TO CONCRETEABR04-24-23ADD UTIL PED, DEL RET WALLS, REV RAMP AT MARKET STABR