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HomeMy WebLinkAboutZP-22-085 - 0303 Market Street 4/1/2022 180 Market Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.southburlingtonvt.gov Conditions of Approval for #ZP-22-085 303 Market Street 1. Construction Staging a. During construction, employees may not park on-street in the existing Market Street parking spaces. In the event that Garden Street (south of Market Street) becomes open for public use, the same parking restrictions will apply. b. All staging will occur within the project limits. 2. Artwork. Per Condition #22 of #SP-21-036A the applicant will provide the City an artwork plan for review and approval. 3. Performance Standards. If construction entails pile work or any other noise/hazard inducing work, the permit holder may be required to provide the Administrative Officer with the following information as outlined in Section 3.16(E) of the Land Development Regulations. Evidence of application for state and/or federal permits for the handling of potentially hazardous conditions, and/or the following information, at minimum, may be required for determination of compliance with performance standards or for conditional use review of potentially hazardous conditions: i. Description of proposed machinery, operations, and products. ii. Amount and nature of materials to be used. iii. Mechanisms and techniques to be used in restricting the emission of any hazardous and objectionable elements, as well as projected or actual emission levels. iv. Method of delivery and disposal or recycling of any hazardous elements. v. Other information as may be necessary. 4. In addition to the specific standards listed above, all other performance standards listed in the Land Development Regulations remain in effect. 5. The City’s Public Nuisance Ordinance is also applicable. Property Owners Name:Snyder Braverman Development Company Property Location:303 Market Street Amount:267,267.87 Payment Type:Checks Date:4/1/2022 Code Zoning Permit (New Residential)ZP-22-085 zp Recording fee 13.00$ plus 62,160 0.45$ per sq. ft.27,972.00$ plus - 0.20$ per sq. ft.-$ plus 39 50.00$ per bay 1,950.00$ plus After-the fact of X 50%[no NOV]or 100%[NOV]14,961.00$ Zoning Permit Total 44,896.00$ Sewer Allocation Fee WWA-21-156 #204 9,940 g.p.d x 13.06$ 129,816.40$ Bartlett Bay X Airport Parkway Recreation Impact Fee #220 1,167.97$ /per unit 71,246.17$ South Village Recreation Impact Fee #243 -$ Road Impact Fee #221 629.62$ /per unit 38,406.82$ *Applicant has requested a credit for this fee & it is pending City Council Review - this fee is not assessed w/ this permit Fire Impact Fee #203 -$ Police Impact Fee #222 348.30$ /per unit 21,246.30$ Dorset Street Waterline Fee #230 -$ Sewer Connection Inspection WW-22-14 ww 63.00$ 63.00$ Total (Impact Fees + Permit)267,267.87$ Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at sq. ft unfinished basement at DateSheet numberScaleCheckedDrawnDesignSurveyProject No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese 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 BURLINGTON1SITE PLAN1" = 20'1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" ATPROJECT DATA:ZONING DISTRICT:FORM BASED CODETRANSECT ZONE T4LOT 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 STREETMARY STREETDORSET STREETEXIT 14INTERSTATE 89INTERSTATE 89WHI TE 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 DEMARCATIONWETLAND PROTECTION AREA SIGNGARDENSTREETWETLAND / BUFFER DEMARCATIONSEE DETAIL THIS SHEETLEGENDPROJECT BOUNDARY310ABUTTING 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 SWABR DateSheet numberScaleCheckedDrawnDesignSurveyProject No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese 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 BURLINGTON21" = 20'2002040801" = 20 FEETGRADING &UTILITY PLANNOTES:1. THE CONTRACTOR SHALL COORDINATE THE HORIZONTAL LOCATION OF THE WATER, SEWER,FOOTING DRAIN, AND ROOF DRAIN SERVICE CONNECTIONS TO THE BUILDING WITH THE DEVELOPERAND ARCHITECTURAL PLANS.2. THE FOUNDATION DRAIN COLLECTION SYSTEM AND STORMWATER PUMP STATION (IF THE FOOTINGDRAINS ARE CONNECTED TO THE PUMP STATION) ARE TO BE DESIGNED BY OTHERS. SEE PLANS BYOTHERS FOR FOUNDATION DRAIN PIPING SPECIFICATIONS AND LOCATION.3. PRIOR TO CONSTRUCTION, THE ELEVATIONS OF THE SEWER, FOOTING DRAIN, AND ROOF DRAINSERVICES FROM THE ARCHITECTURAL PLANS SHALL BE COMPARED TO THE ELEVATION OF THECOLLECTION MAINS AND SERVICES SHOWN ON THESE PLANS. REPORT ANY DISCREPANCIES TOTHE 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 STRUCTURESNEW STMH48RIM = 314.00(3) 12" IN = 310.4015" OUT = 310.35NEW STMH49RIM = 313.0015" IN = 309.6515" OUT = 309.60(TO INFILTR SYSTEM)15" OUT = 311.00(OVERFLOW TO GW1)NEW CB1RIM = 311.7512" OUT = 307.70NEW CB2RIM = 310.2012" IN = 306.7512" OUT = 306.70NEW CB3RIM = 310.85(2) 12" IN = 306.4518" OUT = 306.40NEW CB4RIM = 310.00(2) 2" FM IN = 306.908" IN = 306.9012" OUT = 306.85NEW CB5RIM = 310.008" OUT = 307.15NEW CB6RIM = 311.7512" IN = 307.1512" OUT = 307.10NEW PTU7CONTECH CASCADE CS-6RIM = 311.5018" IN = 306.2518" OUT = 306.25NEW PS8RIM = 303.75(2) 6" UD IN = 299.752" FM OUT TO CB4EXIST. CB34RIM = 311.986" UD = 307.912" IN = 307.8NEW 8" PVC IN = 308.015" OUT = 307.85. CAST IRON DETECTABLE WARNING STRIPS SHALL BE INSTALLED AT ALL SIDEWALK AND PAVED PATHRAMPS, AT CROSSWALKS, AND AT ADDITIONAL LOCATIONS NOTED ON THE PLANS. AT PAVEDPATHS, DETECTABLE WARNING STRIPS SHALL BE INSTALLED IN CONCRETE.6. WHERE EXTERIOR STEPS ARE SHOWN, THE CONTRACTOR SHALL COORDINATE WITH THEDEVELOPER ON THE SELECTION AND INSTALLATION OF AN ADA COMPLIANT HANDRAIL.7. UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES ONLY. REFER TO DESIGNDRAWINGS 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 INCONSULTATION WITH THE DEVELOPER.9. ALL PIPE SLOPES ARE IN FEET / FEET.24" PEINV = 305.0SPILLWAYELEV = 308.50BUILDING ENTRY DATAKEY# STEPSRISER HEIGHTSTEP INTO BLDGA1 STEP5"YES (4" STEP)B2 STEP5YES (4" STEP)C2 STEP5.5"YES (4" STEP)D2 STEP7"YES (4" STEP)E4 STEPS 6.5"NOF5 STEPS5"YES (4" STEP)G5 STEPS5"YES (4" STEP)H5 STEPS5.5"YES (4" STEP)I4 STEPS 6.5"YES (4" STEP)NOTES:1. THE NUMBER OF STEPS AND RISER HEIGHT DOES NOTINCLUDE THE STEP INTO BUILDING, WHERE APPLICABLE.2. THE NUMBER OF STEPS AND RISER HEIGHT TO BECONFIRMED WITH THE ACTUAL SIDEWALK ELEVATION ALONGGARDEN ST AND MARKET ST PRIOR TO CONSTRUCTION.LEGENDPROJECT BOUNDARY310ABUTTING PROPERTY LINESIDELINE OF EASEMENTEXISTING CONTOUREXISTING TREELINEPROPOSED TREELINEEDGE OF WETLANDEXISTING WATERLINEEXISTING SANITARY SEWEREXISTING ELEC / TELECOM CONDUIT BANKEXISTING STORM PIPE AND CATCHBASINPROPOSED STORM PIPE AND CATCHBASINPROPOSED WATERLINEPROPOSED STORM FORCEMAINWSE/TPROPOSED CONTOUR312PROPOSED SPOT GRADE312.40+EXISTING SPOT GRADE(312.40+)WFMPROPOSED EXTERIOR LIGHTING CONDUITL09-07-21ADD EXT LIGHTING CONDUITABRALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED INACCORDANCE WITH THE CHAMPLAIN WATER DISTRICTSPECIFICATIONSAND DETAILS FOR THE INSTALLATION OF WATER LINES ANDAPPURTENANCES, CURRENT EDITION. THE SBWD SHALL BE NOTIFIEDFOR A PRE-CONSTRUCTION MEETING AT LEAST 7 DAYS PRIOR TO ANYEXCAVATION RELATED TO THE EXISTING OR NEW WATER SYSTEM.THE CONTRACTOR SHALL NOTIFYAND OBTAIN A TICKET FROM"DIGSAFE" AT 811 PRIOR TO ANYEXCAVATION.09-28-21REVISE WATER SERVICEABR11-08-21ADD WALKWAY TO RAISED BEDSABR12-10-21REVISE PARKING LAYOUT / ISLANDSABR12-23-21REVISE PARKING LAYOUT / ISLANDSABRREV MARKET ST SW, GARDEN ST SW/GRADING02-04-22ABR DateSheet numberScaleCheckedDrawnDesignSurveyProject No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese 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 BURLINGTON31" = 20'2002040801" = 20 FEETEROSION PREVENTION &SEDIMENT CONTROLPLANSILT FENCE OR EROSION LOG (12" DIA)STABILIZED CONSTRUCTION EXITEROSION MATTINGLIMITS OF DISTURBANCECB INLET PROTECTIONEROSION PREVENTION & SEDIMENT CONTROLPERMIT REQUIREMENTSPRIOR TO CONSTRUCTION, THE SITE CONTRACTOR SHALLOBTAIN CO-PERMITEE COVERAGE UNDER GENERAL PERMIT3-9020 WHICH REGULATES STORMWATER RUNOFF FROMCONSTRUCTION SITES.THIS PROJECT QUALIFIES AS HAVING A LOW RISK FOR IMPACTSTO WATER QUALITY, BASED UPON THE FOLLOWING:- A MAXIMUM OF 14 CONSECUTIVE DAYS BEFORE DISTURBEDEARTH IS TEMPORARILY OR PERMANENTLY STABILIZED.- A MAXIMUM OF 2 ACRES OF DISTURBANCE AT ANY TIMETHESE CRITERIA FORM THE BASIS FOR THE LOW RISKDETERMINATION. ANY CHANGES TO THESE CRITERIA REQUIRETHAT THE RISK ANALYSIS BE RE-EVALUATED TO DETERMINE IFTHE POTENTIAL RISK TO WATER QUALITY, AND THE RELATEDPERMITTING REQUIREMENTS, HAVE CHANGED.THE CONTRACTOR SHALL REFER TO THELOW RISK SITEHANDBOOK FOR EROSION PREVENTION AND SEDIMENTCONTROL MEASURES TO BE IMPLEMENTED ON THE SITE. AT AMINIMUM, THESE SHALL INCLUDE:- MARKING THE LIMITS OF DISTURBANCE TO PRESERVEEXISTING VEGETATION OUTSIDE THE LIMITS OF CONSTRUCTION- LIMITING THE DISTURBED AREA TO THAT WHICH IS ACTIVELYBEING WORKED- INSTALLATION OF STABILIZED CONSTRUCTION EXITS- INLET PROTECTION AT ALL EXISTING AND NEW CATCHBASINS- INSTALLATION OF SILT FENCE ALONG THE DOWNSLOPEPERIMETER OF THE DISTURBED AREA AND AROUND SOILSTOCKPILES- PLACEMENT OF EROSION MATTING IN CHANNELS, ON ALLSLOPES 3H:1V OR STEEPER, AND MULCHING ALL OTHERDISTURBED AREAS- SWEEPING PAVED AREAS TO REMOVE SEDIMENT- APPLICATION OF WATER OR DUST SUPPRESSING AGENT(S)LODNOTE:THE LIMITS OF DISTURBANCE SHALL BE MARKED WITH 4"ORANGE POLYESTER BARRIER TAPE, CONSTRUCTION FENCE,OR SNOW FENCE,EXCEPT IN AREAS WITHIN 50 FEET OF APRESERVED WETLAND OR STREAM WHERE CONSTRUCTIONFENCE SHALL BE USED TO MARK THE LIMITS OF DISTURBANCE.09-07-21REVISE LOD AND GRADING AT PERIMETER WORK AREAABR09-28-21RE LOD, SILT FENCE, ADD STABILIZ. & DEWATERING NOTESABR12-10-21REVISE PARKING LAYOUT / ISLANDSABR12-23-21REVISE PARKING LAYOUT / ISLANDSABRTEMPORARY STABILIZEDWORK / STORAGE AREAEPSC LEGEND02-04-22ADJUST LOD TO INCLUDE MARKET ST SIDEWALKABR DateSheet numberScaleCheckedDrawnDesignSurveyProject No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese 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 BURLINGTON41" = 20'2002040801" = 20 FEETLANDSCAPING 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 MIXAND 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 NAMESIZEAGAmelanchier x grandiflora 'Autumn Brilliance'Apple Serviceberry2.5" CaliperBNBetula nigra 'Heritage'River Birch2.5" CaliperCOCeltis occidentalis 'Prairie Pride'Common Hackberry2.5" CaliperGTGleditsia triacanthos 'Imperial'Honeylocust2.5" CaliperGT2Gleditsia triacanthos 'Shademaster'Honeylocust2.5" CaliperHMHeptacodium miconioidesSeven Son Flower1.5" CaliperJVJuniperus virginiana 'Taylor'Eastern Red Cedar (columnar)5'-6' HeightLTLiriodendron tulipifera 'Emerald City'Tulip Tree2.5" CaliperPOPlatanus occidentalisAmerican Sycamore2.5" CaliperQRQuercus rubraNorthern Red Oak2.5" CaliperSHRUBSKEYBOTANICAL NAMECOMMON NAMESIZE & SPACINGAAAronia arbutifolia 'Brilliantissima'Red Chokeberry#3 Container @ 3' OCAMAronia melanocarpa 'Viking'Black Chokeberry#3 Container @3' OCCACorylus americanaAmerican Hazelnut#3 Container@ 3' OCCLClethra alnifolia 'Ruby Spice'Summersweet#3 Container @ 3' OCDLDiervilla loniceraNorthern Bush Honeysuckle#3 Container @ 3' OCHVHamamelis 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' OCIVIlex verticillata 'Winter Red'Winterberry (female)#3 Container @ 3' OCIVm Ilex verticillate 'Southern Gentleman'Winterberry (male)LBLindera benzoinNorthern Spicebush#3 Container @ 4' OCMPMorella pensylvanicaNorthern Bayberry#3 Container @ 3' OCPMPrunus maritimaBeach Plum#3 Container @ 4' OCPHPhysocarpus opulifolia 'Center Glow'Common Ninebark#3 Container @ 3' OCRCRhus 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' OCTOThuja o. 'Holmstrup'Holmstrup arborvitae4'-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 CONTROL TOPREVENT 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 REQUIREMENTSABR DateSheet numberScaleCheckedDrawnDesignSurveyProject No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese 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 BURLINGTON5LIGHTING PLAN1" = 20'GRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.LIGHTING SPECIFICATIONSLEGENDDESCRIPTIONMOUNT HEIGHTDISTRIBUTION TYPECOLOR TEMPRAB BLED18N 18W42" BOLLARD270 DEGREE4000KRAB ALED3T125N24 FEET POLETYPE III4000KRAB ALED5S150N24 FEET POLETYPE V4000KRAB WPLED26N12' WALLTYPE III4000KRAB VANLED10NF10' CANOPY MOUNTTYPE IV4000KAVERAGE 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 GLARE35W09-07-21ADD 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 LIGHTSABR 6NOT TO SCALEDETAILS AND SPECIFICATIONSSITEWORKGENERAL CONSTRUCTION SPECIFICATIONS1. ALL WORK AND MATERIALS SHALL BE APPROVED BY AND IN ACCORDANCE WITH THE LATEST VERMONTAGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON PUBLIC WORKS SPECIFICATIONS AND THESEPLANS.2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANYUNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-888-DIG-SAFE PRIOR TO ANYEXCAVATION. THE CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATIONS AS NEEDED TO DETERMINETHE 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 AVAILABLEPRIOR SITE PLANS AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALLVERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TOANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT ORRECONNECT 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 ONTHESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITEUPON COMPLETION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE OWNER.5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATEDAS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHENDEEMED NECESSARY BY THE OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THECONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWERBROOM AS DUST CONTROL.6. THE CONTRACTOR SHALL ERECT TEMPORARY CONSTRUCTION SIGNS IN ACCORDANCE WITH STATEE-STANDARDS AND CITY REQUIREMENTS. ADDITIONAL TEMPORARY CONSTRUCTION SIGNS SHALL BE IN PLACEWHILE ANY WORK IS UNDERWAY WITHIN THE PUBLIC RIGHT OF WAY. THE CONTRACTOR SHALL PROVIDEFLAGGERS FOR TRAFFIC CONTROL AT ALL TIMES THAT WORK IS UNDERWAY ON THE SHOULDER OR WITHIN THEPAVED PORTION OF THE PUBLIC RIGHT OF WAY.7. ANY SURFACES, LINES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONSSHALL BE RESTORED TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELYPRIOR TO THE BEGINNING OF OPERATIONS.8. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER, STORM, AND WATER LINES SHALL BE INACCORDANCE WITH THE LATEST EDITION OF THE VERMONT ENVIRONMENTAL REGULATIONS AND THE VERMONTWATER SUPPLY RULES.9. HEALTHY EXISTING TREES, AS SHOWN ON THE PLANS, ON AND ADJACENT TO THE SITE SHALL BE PROTECTEDBY THE CONTRACTOR.10. ALL FILL SHALL BE PLACED IN 6 INCH LIFTS AND THOROUGHLY COMPACTED TO 95% OF MAXIMUM DENSITY ATOPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698 STANDARD PROCTOR, UNLESS OTHERWISESPECIFIED.11. AT COMPLETION OF GRADING, SLOPES, DITCHES, AND ALL DISTURBED AREAS SHALL BE SMOOTH AND FREEOF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE.5' MIN.CBACB8.3 % MAXIMUMCURB TRANSITION TO MATCH ADJACENT SIDEWALK RAMP5'MIN. WIDTHCONCRETE CURB8.3 % MAX.RAMPAUXILIARYROUNDING ( TYPICAL )8.3 % MAX.AUXILIARYRAMPCURBSIDEWALK RAMP1/4" REVEAL (MAX.) EDGE OF PAVEMENT ROADWAY SURFACECONCRETE CURB24"CAST IRONDETECTABLEWARNING SURFACELEVEL LANDINGSIDEWALK RAMP WITHCAST IRON DETECTABLEWARNING SURFACESIDEWALKRAMPSIDEWALKRAMPSINGLE RAMP ON TANGENT:SIDEWALK ADJACENT TO CURB.ACCESSIBLEVANNOTE:ALL DETECTABLE WARNING SURFACES SHALL BE CASTIRON AND SET IN PORTLAND CEMENT CONCRETE.SEE PLANS11GRADE OF PAVEMENTSLOPE TO MATCH FINISHSEE SITE PLAN FOR GRADINGCONCRETE CURB18"1 1/2" THICK VTRANS TYPE IIIWEARING COURSE2" THICK VTRANS TYPE IIBASE COURSEMIRAFI 500X GEOTEXTILEFABRIC OR EQUALDENSE GRADED CRUSHEDSTONE (VTRANS SPEC 704.06)SELECT NATIVE SANDNTSDateSheet numberScaleCheckedDrawnDesignSurveyProject No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese 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 BURLINGTONWHERE FILL IS REQUIRED, SELECT NATIVE SAND ORAPPROVED SAND FILL SHALL BE USED TO REACH THESUBGRADE ELEVATION. IF ALTERNATE MATERIAL ISUSED, THE ENGINEER SHALL BE CONSULTEDREGARDING THE NEED FOR UNDERDRAINMIN. 30"BIKE RACK LOOPBIKE RACK LOOP, MINIMUM 2" O.D.SCHEDULE 40 STEEL TUBING (SEEPLAN FOR NUMBER OF LOOPS)22" MIN.SIDE VIEWNOTES:1.SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BY ENGINEER OROWNER PRIOR TO ORDERING.2.THE BIKE RACK SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.3.BIKE RACKS SHALL BE SCHEDULE 40 STEEL, POWDER COATED BLACK. SEE PLANFOR NUMBER OF LOOPSSTAINLESS STEEL WEDGEANCHOR, MIN. 2 PER SIDESEE CONCRETESIDEWALK DETAILSTAINLESS STEEL WEDGEANCHOR, MIN. 2 PER SIDENOMINAL 8 FEET ON CENTERTHE CONTRACTOR SHALL SUBMIT SHOPDRAWINGS FOR THE PROPOSED ATTACHMENTOF THE RAILING POSTS TO TOP OF RETAININGWALL. INSTALL PER MANUFACTURERSRECOMMENDATIONS WHERE NOT LOCATEDALONG TOP OF RETAINING WALLRAILING SHALL BE MONTAGE MAJESTIC WELDED STEELPANEL FENCE SECTIONS. COLOR SHALL BE BLACK.FINIALS SHALL NOT BE INCLUDED ON THE PICKETSFINISH GRADE48" NOMINAL HEIGHTNTSS=1/3"/FTS=1/3"/FT16"141" BITUMINOUS CONCRETEPAVEMENT - TYPE IV1-1/2" BITUMINOUS CONCRETEPAVEMENT - TYPE IIISUBBASE OF DENSE GRADEDCRUSH GRAVEL, FINE GRADED4" TOPSOIL& SEED5" THICKCONCRETESIDEWALK2' - 6"10' PAVED PATH6"6" TOPSOIL& SEEDS = 2%CONCRETE CURB11S = 2%GEOTEXTILE FOR ROADBEDSEPARATOR (MIRAFI 500X)13.5"6' WIDE SIDEWALKTRAVELLANE8' ONSTREET PARKINGR.O.W.(SEE PLAN VIEW)NOTE: THIS PARTIAL CROSS SECTION IS INTENDED TO SHOW THE PROPOSEDLAYOUT OF THE PAVED PATH AND CONCRETE SIDEWALK ALONG GARDEN STREET.SEE GARDEN STREET DESIGN PLAN FOR FULL CONSTRUCTION DETAILS.02-04-22ELIM MOUNTABLE CURB, ADD PARTIAL GARDEN ST X-SECTIONABRSEE 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) 1.3A.3B.5.4.2.SECTIONWOOD STAKE, DRIVEN A MINIMUMOF 12" INTO THE SOIL AND SPACEDA MAXIMUM OF 4' APARTEROSION LOG - SEE PLANFOR LOCATIONS12"THE EROSION LOG SHALL BEEMBEDDED 2" INTO THE SOIL ORSHALL HAVE 3" OF HAY MULCHPLACED ON THE UPSLOPE TOETHE BOTTOM OF THE EROSION LOGSHALL BE IN CONTINUOUS CONTACTWITH THE UNDERLYING GROUND7NOT TO SCALEDETAILS AND SPECIFICATIONSEPSC & STORM DETAILSDateSheet numberScaleCheckedDrawnDesignSurveyProject No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese 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 BURLINGTONJOINING TWO ROLLS OF SILT FENCEMAINTAIN POSITIVEDRAINAGE TO INLETGRATENEMA 4X (UL LISTED)JUNCTION BOXSTAINLESS STEEL PIPESUPPORT (TYP.)12" SUMPMONOLITHIC BASEMINIMUM 2' HIGH2" SCH 40 PVC FM6 FT X 6 FT X 6 FT (INSIDEDIMENSIONS) PRECASTREINFORCED 5000 PSICONCRETE STRUCTURE1/4" WEEP HOLEPUMPUNIONUSE WATERPROOF GROUTTO SECURE FRAME TOCONCRETE COVERHEAVY DUTY CAST IRON FRAME(8") AND COVER MARKED STORMLIFT CHAIN OR CABLEPUMP ONMIN. 6" OF 3/4" CRUSHED STONE4' (WITH INSULATION)2" SCH 80 PVCPRECAST CONCRETE BLOCKSOR STAND TO SUPPORT PUMPAND PROVIDE A MINIMUM 18"SUMP FOR SEDIMENTPUMP OFF(90 GALLON DOSE)ALARM ONGATE VALVE30"PROVIDE HOOKFOR CHAIN24"HEAVY DUTY CAST IRONFRAME AND GRATEUNDISTURBED EARTHLEBARON LF246 CAST IRON FRAMEAND GRATE OR APPROVED EQUALTYPICAL LEBARON LC327 CASTIRON FRAME AND COVER ORAPPROVED EQUALNEMA 4X (UL LISTED)JUNCTION BOX2" SCH 40 PVC FMFLOAT HANGERPVC CONDUIT(S) TOCONTROL PANEL ANDPOWER SOURCE (SIZEAS REQUIRED)ALARM LIGHT AND HORN TO BE WALLMOUNTED IN PARKING GARAGE. ALARM TO BEON SEPARATE CIRCUIT BREAKER FROM PUMP.6 FT X 6 FT SQUARE (INSIDEDIMENSIONS) PRECAST REINFORCED5000 PSI CONCRETE STRUCTURENTS6'6'PROVIDE 1/4" WEEPHOLE IF PUMP WILL NOTALLOW PIPING TO DRAINPROVIDE 2" THICK RIGIDINSULATION OVER THE TOPAND ALL SIDES OF THE TANKTO A DEPTH OF 4 FEETBUILDINGWALLO-RING RUBBER GASKET INACCORDANCE WITH ASTMC-443 AND ASTM C-361 ATALL JOINTS OR BUTYL ROPE(TYP.)BUILDING WALL GARAGE SLABSTORMWATER PUMP STATION SPECIFICATIONS1. THE PUMP STATION TANK SHALL HAVE SUFFICIENT CAPACITY TO ACCOMMODATE THE REQUIRED PUMPS, ANDTHE SPECIFIED DOSE VOLUME.2. LAMOUREUX & DICKINSON RECOMMENDS THE USE OF A WATERTIGHT, STEEL-REINFORCED, 5,000 PSI,PRE-CAST CONCRETE TANK. DO NOT EXCEED THE MANUFACTURER'S RECOMMENDED DEPTH OF COVER. THEPUMP STATION STRUCTURE SHALL BE DESIGNED FOR H-20 LOADING.3. CONSTRUCTION OF THE PUMP STATION MAY REQUIRE TEMPORARY SHEETING AND/OR DEWATERING. THECONTRACTOR SHALL UTILIZE APPROPRIATE METHODS TO INSURE DRY CONDITIONS DURING INSTALLATIONOF THE STRUCTURE. THE COST OF TEMPORARY SHEETING AND/OR DEWATERING SHALL BE INCIDENTAL TOTHE COST OF THE PUMP STATION.4. THE PUMP STATION SHALL BE CONSTRUCTED TO MINIMIZE THE RISK OF FREEZING OF EFFLUENT IN THE PIPESOR STRUCTURE. THIS INCLUDES BUT IS NOT LIMITED TO PROVIDING A DRAIN HOLE TO ALLOW THE FORCEMAIN TO DRAIN BACK INTO THE STRUCTURE BETWEEN DOSES.5. ALL PIPING WITHIN THE PUMP STATION SHALL BE SCHEDULE 80 PVC. THE CONTRACTOR MAY TRANSITION TOSCHEDULE 40 PVC BEYOND THE EXTERIOR OF THE PUMP STATION.6. ALL PIPE PENETRATIONS IN THE PUMP STATION STRUCTURE SHALL HAVE RUBBER BOOTS FOR WATERTIGHTSEALS AROUND THE PIPES.7. BACKFILL SIDES AND TOP OF TANK WITH SAND OR GRAVEL. ALL BACKFILL MATERIAL AROUND THE TANKSHALL BE THOROUGHLY COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED BYTHE AASHTO-T-99 STANDARD PROCTOR.8. ALL ELECTRICAL WORK SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE AND MATERIALSSHALL MEET U.L. APPROVAL. CONDUIT SHALL BE PROVIDED AS REQUIRED BETWEEN THE PUMP STATION, THEELECTRICAL SOURCE AND THE CONTROL PANEL.9. AT A MINIMUM, THE FOLLOWING ITEMS SHALL BE INCLUDED WITH THE PUMP STATION:-ALARM, FLOATS, AND DUPLEX PUMP CONTROLS-PUMP RUN TIME METER FOR EACH PUMP-LIGHT AND AUDIBLE ALARMS-MAIN DISCONNECT SWITCH10.PUMP SPECIFICATIONSHEAD LOSSES2" PVC @ 40 GPM60' OF FORCE MAIN = 2 FTSTATIC LIFT = 9 FTVALVES AND FITTINGS = 1 FTTOTAL HEAD LOSS =12 FTMIN. DISCHARGE RATE =40 GPMUSE TWO (2) DUAL ALTERNATING DEWATERING PUMPS, SINGLE PHASE, 115 VOLTS, MINIMUM CAPACITY: 40GPM @ 12 FT TDH, CAPABLE OF PASSING 2" SPHERICAL SOLIDS.11.TESTING: THE CONTRACTOR AND THE ENGINEER SHALL BE PRESENT DURING START-UP. THE CONTRACTORSHALL PROVIDE A WATER SOURCE TO PERFORM A FULL OPERATIONAL CHECK OF THE PUMP STATION,INCLUDING ALL FLOAT FUNCTIONS, ALARMS, AND INDICATOR LIGHTS. THE PUMPS SHALL BE FIELD-TESTED TOINSURE THE PUMPING CAPACITY MEETS THE PROJECT REQUIREMENTS.6"6" THICK CONCRETE SLAB INADDITION TO STANDARD PRECASTSTRUCTURE DIMENSIONSNOTE:FOR FLOATATION CALCULATIONS, THE WEIGHT OF THE PRECASTSTRUCTURE IS ASSUMED TO BE 21,600 POUNDS (BASED UPON 6"THICK WALLS AND 8" THICK TOP AND BASE). IF THE ACTUALWEIGHT OF THE STRUCTURE IS LESS, NOTIFY THE ENGINEER,PRIOR TO FABRICATION.2' MIN.6" UD6" UD2"2" SCH 40 PVC FMRIM = 303.754"UD IN = 299.75UNDERDRAIN INV = 299.5SURFACE ROUGHENING GUIDELINES1. SURFACE ROUGHENING SHALL BE USED TO REDUCE RUNOFF VELOCITY, THEREBY REDUCING THEPOTENTIAL FOR EROSION, AS WELL AS PROVIDING FOR TRAPPING OF SEDIMENT. SURFACE ROUGHENINGSHALL BE USED:- ON ALL SLOPES WHERE CONSTRUCTION ACTIVITES WILL BE SUSPENDED AND TEMPORARYSTABILIZATION MEASURES WILL BE IMPLEMENTED.- PRIOR TO PLACEMENT OF SEED AND MULCH ON ALL FINAL SLOPES 3H:1V OR STEEPER.2. SURFACE ROUGHENING MAY BE ACCOMPLISHED BY TRACKING WITH EQUIPMENT, OR GROOVING WITHDISKS, TILLERS, SPRING HARROWS, OR THE TEETH OF A FRONT-END LOADER BUCKET. WHERE GROOVINGIS USED, THEY SHOULD BE LESS THAN 3 INCHES DEEP AND NO MORE THAN 15 INCHES APART.3. THE SURFACE ROUGHENING MUST ALWAYS BE DONE SUCH THAT THE HORIZONTAL GROOVES RUNACROSS THE SLOPE AND ACT TO SLOW RUNOFF.4. WHEN USING EROSION MATTING, AVOID EXCESSIVE SURFACE ROUGHENING. MATTING MUST BEINSTALLED IN INTIMATE CONTACT WITH THE SOIL SURFACE TO BE EFFECTIVE.5. NEVER BACK BLADE OR SCRAPE THE FINAL SOIL SURFACE. THIS WILL RESULT IN A SMOOTH SURFACE,INCREASING RUNOFF VELOCITY.RUNOFF VELOCITIES.SLOPE DIRECTION TO MINIMIZEGROOVES PERPENDICULAR TODOZER TREADS TO CREATEFOR DISTURBED SLOPES USETOP OF BANKANCHOR MATTINGREFER TO EROSION MATTINGFOR SLOPES DETAIL FOR OVERLAPAND STAPLE PATTERNMATTINGNTSSEQUENCE OF EVENTS:TOPSOIL, SEED, MULCH, AND INSTALLMATTING, OR HYDROSEED WITHAPPROVED BINDER AFTER SURFACEROUGHENING.FLOWFILTER BAGSLOPE 5% MAX.8" MIN.MULCH, LEAF/WOOD COMPOST,WOODCHIPS, SAND, OR STRAW BALESCONSTRUCTION SPECIFICATIONS1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE.2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR STRAW BALES)LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA. EXTEND BASE AMINIMUM OF 12 INCHES FROM EDGES OF BAG.3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THEMANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING RATE.4. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAGHAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT FROM THE BAG IN ANAPPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK DAY. RESTORE THESURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF THE DEVICE.5. USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE TOACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROMA NONWOVEN GEOTEXTILE THAT MEETS OR EXCEEDS MINIMUM AVERAGE ROLL VALUES (MARV) FOR THEFOLLOWING:GRAB TENSILE250 LBASTM D-4632PUNCTURE150 LBASTM D-4833FLOW RATE70 GAL/MIN/FT²ASTM D-4491PERMITTIVITY (SEC-1)1.2 SEC-1ASTM D-4491UV RESISTANCE70% STRENGTH @ 500 HOURSASTM D-4355APPARENT OPENING SIZE (AOS)0.15-0.18 MMASTM D-4751SEAM STRENGTH90%ASTM D-46326. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEPCONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES DISPLACED.ELEVATIONSTRAPPUMP DISCHARGE HOSEPLAN VIEWFILTER BAGFLOWSTRAP12 IN MIN.NTSANCHORMATTINGMATTING WILL BE USED ONSLOPES STEEPER THAN 3H:1VADD FILTER BAG DETAIL09-28-21ABR WRD313SW G8NOT TO SCALEDETAILS AND SPECIFICATIONSWATERTYPICAL BENDSTYPICAL TEES-DEADENDS-CAPS4"6"8"ENDS&TEESENDS&TEESENDS&TEESSOILCONDITIONSAFEBEARINGLOAD(PSF)0.52.02.55.03.57.01.52.04.01.01.02.05.03.55.510.57.515.03.04.08.01.52.04.08.56.09.018.013.025.05.07.014.02.53.57.012"ENDS&TEES18.513.020.039.027.555.010.015.030.05.08.015.0COARSE & FINECOMPACT SANDMEDIUM CLAY(CAN BE SPADED)SOFT CLAY3,0002,0001,000MINIMUM AREA OF BEARING SURFACE OF CONCRETE THRUST BLOCK (IN SQUARE FEET)MAXIMUM WATER PRESSURE = 300 PSI ( 150 PSI WORKING PRESSURE PLUS A 2:1 SAFTEY FACTOR)VALVES90°ELB.REDUC45°ELB.22 1/2°ELB.VALVES90°ELB.REDUC45°ELB.22 1/2°ELB.VALVES90°ELB.REDUC45°ELB.22 1/2°ELB.VALVES90°ELB.REDUC45°ELB.22 1/2°ELB.WATER DISTRIBUTION SPECIFICATIONSALL WATER LINES AND APPURTENANCES SHALL BE INSTALLEDIN ACCORDANCE WITH THE CHAMPLAIN WATER DISTRICTSPECIFICATIONS AND DETAILS FOR THE INSTALLATION OFWATER LINES AND APPURTENANCES, CURRENT EDITION.THE SBWD SHALL BE NOTIFIED FOR A PRE-CONSTRUCTIONMEETING AT LEAST 7 DAYS PRIOR TO ANY EXCAVATIONRELATED TO THE EXISTING OR NEW WATER SYSTEM.BUILDING SLABBACKFLOWPREVENTION DEVICESPRINKLER SYSTEM PIPINGSEAL SLAB PENETRATIONWITH WATERSTOPREDUCER(ASREQUIRED)6" CL52 DUCTILE IRONPIPEMECHANICAL JOINT WITHGRIP RING RESTRAINT (TYP.)(2) 3/4" Ø THREADEDROD PIPE RESTRAINTSTHRUST BLOCK(SEE DETAIL)MIN. 12" VERTICAL SEPARATIONBETWEEN BOTTOM OF FOOTINGAND TOP OF WATER PIPELAST JOINT TO BE NO CLOSERTHAN 5' TO FOUNDATION WALLCL52 DI PIPEFINISH GRADE6' BURY DEPTH OR INSULATE PER TYPICAL WATER TRENCH DETAILNTSCL52 DI PIPE12"<10'DateSheet numberScaleCheckedDrawnDesignSurveyProject No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese 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 BURLINGTONBACKFLOW PREVENTION DEVICEDOMESTIC WATER LINEBUILDING SLABSHUT OFFMETER TO BE OBTAINED FROM MUNICIPALWATER DEPARTMENT. CONFIRM SIZE WITHFINAL MECHANICAL PLANSSEAL SLAB PENETRATIONWITH WATERSTOP2" TYPE 'K' COPPERMIN. 12" VERTICAL SEPARATIONBETWEEN BOTTOM OF FOOTINGAND TOP OF WATER PIPEFINISH GRADE6' BURY DEPTH OR INSULATE PER TYPICAL WATER TRENCH DETAILNTS12"SEE MECHANICAL PLANS FOR INTERIORPLUMBING DESIGN, INCLUDING PIPE SUPPORT2" TYPE 'K' COPPER09-28-21WATER SERVICE NOTES:1. REFER TO MECHANICAL PLANS FOR INTERIOR POTABLE WATER ANDSPRINKLER PIPING DETAILS AND SPECIFICATIONS.2. ALL DOMESTIC SERVICES AND FIRE SPRINKLER SYSTEMS THAT ARECONNECTED TO THE PUBLIC WATER SYSTEM SHALL BE PROTECTEDWITH A BACKFLOW PREVENTION ASSEMBLY AND AN APPROPRIATETHERMAL EXPANSION SYSTEM IN COMPLIANCE WITH THEREQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT. AND THEVERMONT PLUMBING CODE. THE WATER METER SHALL MEET THEREQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT.10010201" = 10 FEETSCALE: 1" = 10 FEET2" TYPE 'K' COPPERDOMESTIC WATER SERVICEPROPOSED BUILDING6" CL52 DI WATER SERVICE(FIRE PROTECTION)APPROXIMATE LOCATION OF EXISTING 6" DI WATERSERVICE TO BE EXTENDED WITH 6" CL52 DI TOBUILDING. CONTRACTOR TO PERFORM EXPLORATORYEXCAVATION TO DETERMINE HORIZONTAL ANDVERTICAL LOCATION OF SERVICE STUBEXISTING 6" DI EXISTING GAS MAINEXISTING PAVED PATHEXISTING PAVED PATHEXISTINGCONCRETESIDEWALKMARKET STREETNEW 2" CORPORATION INEXISTING 6" DI WATER LINENEW 2" CURBSTOPNEW 2" TYPE 'K' COPPERDOMESTIC WATER SERVICERAMPSTEPSSTEPS10-07-21REVISE FIRE PROTECTION SERVICE ENTRANCE DETAILABRNTS45" +/-CAMPBELL HEAVY DUTYFROST PROOF YARD HYDANT3/4" HOSE CONNECTIONVACUUM BREAKER(NON-REMOVABLE)VALVE BODY WITH SELF DRAININGBLEEDER VALVE TO DRAIN RISER3/4" CLEAN CRUSHED STONE WRAPPEDIN DRAINAGE GEOTEXTILE AROUNDVALVE BODY (4 CF MIN.)6' MIN.FINISH GRADEPE WATER PIPING (SEE PLAN)WITH SAND BORROW BEDDING11-03-21ADD YARD HYD DETAIL, PE WATER SERVICE TRENCHABR DateSheet numberScaleCheckedDrawnDesignSurveyProject No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese 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 BURLINGTON91" = 30'1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" ATGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.PAVEMENT MARKINGAND SIGN PLAN30" X 30"SIGN R1-1GENERAL 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 LEGENDSTOP SIGN - STREETPAVEMENT MARKING LEGENDRESERVED PARKING SYMBOL, WHITE PAINT4" WHITE LINE24" WIDE STOP BAR, PAINTKCROSSWALK, PAINT (24" WIDE, BLOCK STYLE)R7-8 (MODIFIED) SIGN (SINGLE SIGN POST)R7-8 (MODIFIED) SIGN WITH R7-8A (SINGLE POST)KKJJJSEE SHEET 1 FOR WETLAND PROTECTIONAREA SIGN REQUIREMENTSPNO LEFT TURN SIGN (SAME POST AS STOP SIGN)24" X 24"SIGN R3-209-28-21PED ROUTE MARKINGS, MARKET ST SIGNAGE & PATH MARKINGSABR24" X 24"SIGN R8-3ANO PARKING SIGN (SINGLE POST)J11-08-21ADD 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)J12-23-21REVISE PARKING LAYOUT AND STRIPINGABRTEMPORARY BARRIERS IN ACCORDANCEWITH SCHEDULE FOR ACCESS TOGARDEN STREET AND MARKET STREETLSEE 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) 10NOT TO SCALEDETAILS AND SPECIFICATIONSEPSC & LANDSCAPINGDateSheet numberScaleCheckedDrawnDesignSurveyProject No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese 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 BURLINGTONSTANDARD EPSC PLAN REQUIREMENTSTHIS SECTION CONTAINS THE MINIMUM REQUIRED ELEMENTS FOR THE EROSION PREVENTION ANDSEDIMENT CONTROL PLAN. THESE ELEMENTS ARE IN ADDITION TO THE SITE SPECIFIC EROSIONPREVENTION AND SEDIMENT CONTROL PRACTICES SHOWN ON THE PLANS.EROSION PREVENTION1.THROUGHOUT CONSTRUCTION, THE AREA OF SOIL DISTURBANCE SHALL BE LIMITED TOTHOSE AREA(S) THAT CAN BE ACTIVELY WORKED AND MANAGED WITH THE FORCESAVAILABLE. AREAS THAT ARE NOT ACTIVELY BEING WORKED FOR A PERIOD OF 5 DAYS ORMORE, SHALL BE TEMPORARILY STABILIZED.2.THE MAXIMUM AREA OF SOIL DISTURBACE AT ANY ONE TIME ON THE ENTIRE PROJECTPARCEL SHALL BE LESS THAN 2 ACRES .3.SEDIMENT BASINS, SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHERMEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANYLAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LANDDISTURBANCE TAKES PLACE.4.CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINEDWITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAINSTRUCTURE.5.WHENEVER WATER SEEPS FROM SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTIONSHALL BE PROVIDED.6.BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADEOPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY ORPERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNELAND THE RECEIVING CHANNEL.7.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWINGSTANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.8.ALL SEDIMENT REMOVED FROM SEDIMENT CONTROL PRACTICES AS A PART OFMAINTENANCE SHALL BE DISPOSED OF IN AN AREA THAT IS:A. LESS THAN 5% IN SLOPE.B. AT LEAST 100 FT. FROM ANY DOWNSLOPE WATER BODY OR CONVEYANCE TO A WATERBODY (INCLUDING STORM DRAIN INLET OR DITCH).C. VEGETATED. PERMANENT STABILIZATION OF SEDIMENT SHALL BE IMMEDIATELYIMPLEMENTED FOLLOWING DISPOSAL.9.FOR ANY AREA TO BE STABILIZED FOR WINTER BY VEGETATIVE COVER, SEEDING MUST BECOMPLETED NO LATER THAN SEPTEMBER 15.10. ANY AREA TO BE STABILIZED FOR WINTER THAT DOES NOT HAVE ESTABLISHED VEGETATIONBY OCTOBER 15 MUST BE STABILIZED BY ANCHORED MULCH AT THE WINTER APPLICATIONRATE OF 4 TONS PER ACRE, OR OTHER APPROVED STABILIZATION MEASURES (E.G. ROLLEDEROSION CONTROL PRODUCT). DORMANT SEEDING (E.G. WITH WINTER RYE) ISRECOMMENDED.11. DISTURBED AREAS BORDERING AND DRAINING TO ROADS MUST HAVE AN APPROPRIATESEDIMENT BARRIER SPANNING THE EDGE OF THE DISTURBANCE TO PREVENT WASHING OFSEDIMENT ONTO ROADWAYS OR INTO ROAD DITCHES.12. HAY MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2 TONS PER ACRE. HAY MULCHAPPLICATION DURING WINTER CONSTRUCTION SHALL BE AT A RATE OF 4 TONS PER ACRE.WHERE SUBJECT TO BLOWING, MULCH SHALL SECURED IN PLACE BY TRACKING WITHEQUIPMENT (WITH TRACK RUNNING PARALLEL TO SLOPE), A TACKIFIER, NETTING, ORREPLACED WITH PROPERLY ANCHORED EROSION MATTING.13. PLACEMENT OF SEED AND MULCH SHALL OCCUR WITHIN 48 HOURS OF PLACEMENT OFTOPSOIL AND COMPLETION OF FINAL GRADING (NOT WITHSTANDING STABILIZATIONREQUIREMENTS ELSEWHERE IN THIS PLAN).14. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NOLONGER NEEDED, UNLESS OTHERWISE AUTHORIZED.STABILIZATION15.ALL AREAS OF DISTURBANCE MUST HAVE TEMPORARY OR PERMANENT STABILIZATIONWITHIN 14 DAYS. AFTER THIS TIME, ANY DISTURBANCE IN THE AREA MUST BE STABILIZED ATTHE END OF EACH WORK DAY.THE FOLLOWINGEXCEPTIONS APPLY:A. STABILIZATION IS NOT REQUIRED IF WORK IS TO CONTINUE IN THE AREA WITHIN THENEXT 24 HOURS AND THERE IS NO PRECIPITATION FORECAST FOR THE NEXT 24 HOURS.B. STABILIZATION IS NOT REQUIRED IF THE WORK IS OCCURRING IN A SELF-CONTAINEDEXCAVATION (I.E. NO OUTLET) WITH A DEPTH OF 2 FEET OR GREATER (E.G. HOUSEFOUNDATION EXCAVATION, UTILITY TRENCHES).16. MAINTENANCE MUST BE PERFORMED AS NECESSARY TO ENSURE CONTINUED STABILIZATION.EXCEPT AS NOTED BELOW, ALL SITES SHALL BE SEEDED AND STABILIZED WITH EROSIONCONTROL MATERIALS, SUCH AS MULCH OR ROLLED EROSION CONTROL PRODUCTS,INCLUDING AREAS WHERE CONSTRUCTION HAS BEEN SUSPENDED OR SECTIONSCOMPLETED.A. ON THE CUT SIDE OF ROADS, DITCHES SHALL BE STABILIZED IMMEDIATELY WITH ROCKRIP-RAP OR OTHER NON-ERODIBLE LINERS (E.G. RECP), OR WHERE APPROPRIATE,VEGETATIVE MEASURES SUCH AS SOD.B. FOR ACTIVE CONSTRUCTION AREAS SUCH AS BORROW OR STOCKPILE AREAS,ROADWAY IMPROVEMENTS AND AREAS WITHIN 50 FT. OF A BUILDING UNDERCONSTRUCTION, A DOWNSLOPE PERIMETER SEDIMENT CONTROL SYSTEM CONSISTING,FOR EXAMPLE, OF SILT FENCING, SHALL BE INSTALLED AND MAINTAINED TO CONTAINSOIL. EXPOSED DISTURBED AREAS ADJACENT TO A CONVEYANCE THAT PROVIDESRAPID OFFSITE DISCHARGE OF SEDIMENT, SUCH AS A CUT SLOPE AT AN ENTRANCE,SHALL BE COVERED WITH PLASTIC OR GEOTEXTILE TO PREVENT SOIL LOSS UNTIL ITCAN BE STABILIZED. STABILIZED CONSTRUCTION ENTRANCES WILL BE MAINTAINED TOCONTROL VEHICLE TRACKING MATERIAL OFF SITE.C. TEMPORARY SEDIMENT TRAPPING DEVICES SHALL NOT BE REMOVED UNTILPERMANENT STABILIZATION IS ESTABLISHED IN ALL CONTRIBUTING DRAINAGE AREAS.SIMILARLY, STABILIZATION SHALL BE ESTABLISHED PRIOR TO CONVERTING SEDIMENTTRAPS/BASINS INTO PERMANENT (POST-CONSTRUCTION) STORMWATER MANAGEMENTPRACTICES.D. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH ASDAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.E. ALL SLOPES STEEPER THAN 3:1 (H:V), OR 33.3%, AS WELL AS PERIMETER DIKES,SEDIMENT BASINS OR TRAPS, AND EMBANKMENTS SHALL, UPON COMPLETIONS, BEIMMEDIATELY STABILIZED WITH SOD, SEED AND ANCHORED STRAW MULCH, OR OTHERAPPROVED STABILIZATION MEASURES (RECP). AREAS OUTSIDE OF THE PERIMETERSEDIMENT CONTROL SYSTEM SHALL NOT BE DISTURBED.SPECIAL WINTER EPSC PLAN REQUIREMENTSIF CONSTRUCTION ACTIVITIES INVOLVING EARTH DISTURBANCE CONTINUE PAST OCTOBER 15, ORBEGIN BEFORE APRIL 15, THEN THE FOLLOWING PROVISIONS SHALL BE IMPLEMENTED:1.STABILIZED ACCESS POINTS SHALL BE ENLARGED TO PROVIDE FOR SNOW STOCKPILINGWHILE STILL MAINTAINING EFFECTIVE SEDIMENT CONTROL. PACKED SNOW AND ICE MAY NEEDTO BE REMOVED AND ADDITIONAL STONE PLACED TO MAINTAIN THE LOOSE STONE SURFACEAT STABILIZED CONSTRUCTION EXITS.2.BASED UPON THE WINTER ACTIVITIES PROPOSED, THE ON-SITE PLAN COORDINATOR SHALLDEVELOP A SNOW MANAGEMENT PLAN THAT SHALL INCLUDE AT A MINIMUM:A. ADEQUATE SIZE FOR SNOW STORAGE AREASB. SNOW STORAGE AREAS LOCATED DOWN GRADIENT OF AREAS OF PLANNEDDISTURBANCEC. CONTROL OF SNOWMELT RUNOFFD. PROHIBITING STORAGE OF SNOW IN STORMWATER TREATMENT STRUCTURESE. A MINIMUM 25 FOOT BUFFER BETWEEN PERIMETER CONTROLS (SUCH AS SILT FENCE) TOALLOW FOR SNOW CLEARING AND MAINTENANCE3.IN AREAS OF DISTURBANCE WITHIN 100 FT OF A RECEIVING WATER, THE FOLLOWING MUST BEINSTALLED ACROSS THE SLOPE, DOWN GRADIENT OF THE EARTH DISTURBANCE:A. FILTER SOCKS OR STRAW WATTLES SHALL BE PLACED IN FRONT OF SILT FENCE OREROSION CONTROL BERMSB. SILT FENCE SHALL BE USED IN CONJUNCTION WITH EROSION CONTROL BERMSC. A SINGLE ROW OF REINFORCED SILT FENCE4.THE ONSITE PLAN COORDINATOR INSPECTIONS SHALL INCLUDE MAINTENANCE OF DRAINAGESTRUCTURES TO INSURE THAT THEY ARE OPEN AND FREE OF SNOW AND ICE DAMS.5.SILT FENCE AND OTHER PRACTICES REQUIRING EARTH DISTURBANCE SHALL BE INSTALLEDAHEAD OF GROUND FREEZING. IF PRACTICES MUST BE INSTALLED OR MAINTAINED AFTERGROUND FREEZING, NO FROZEN MATERIAL SHALL BE USED IN THE CONSTRUCTION OF BERMSOR DIKES, OR INSTALLATION OF SILT FENCE.6.WHERE MULCH IS USED FOR TEMPORARY STABILIZATION, IT SHALL BE APPLIED AT A MINIMUMOF 2 INCHES WITH AN 80-90% COVER.7.TO ENSURE COVER OF DISTURBED SOIL IN ADVANCE OF A MELT EVENT, AREAS OF DISTURBEDSOIL MUST BE STABILIZED PRIOR TO ANY RUNOFF PRODUCING EVENTS, WITH THE FOLLOWINGEXCEPTION:A. STABILIZATION IS NOT REQUIRED IF THE WORK IS OCCURING IN A SELF-CONTAINEDEXCAVATION (E.G. NO OUTLET) WITH A DEPT HOF 2 FEET OR GREATER (E.G. HOUSEFOUNDATION EXCAVATION, UTILITY TRENCHES0, PROVIDED ANY DEWATERING, IFNECESSARY IS CONDUCTED AS REQUIRED.8.PRIOR TO STABILIZATION, SNOW OR ICE MUST BE REMOVED TO THE EXTENT PRACTICABLE.9.WHERE EXTERIOR CONSTRUCTION ON BUILDINGS WILL CONTINUE, OR WHERE VEHICLE OREQUIPMENT TRAFFIC ASSOCIATED IS EXPECTED, A STABILIZED WORK AREA AROUND THEPERIMETER OF THE STRUCTURE SHALL BE STABILIZED WITH CRUSHED STONE OR GRAVEL.PERMIT NOTICE1.A COPY OF THE GENERAL PERMIT, THE AUTHORIZATION TO DISCHARGE, A BRIEFDESCRIPTION OF THE PROJECT, AND THE LOCATION WHERE THE EROSION PREVENTION ANDSEDIMENT CONTROL PLAN IS AVAILABLE SHALL BE POSTED AT A LOCATION ON THE PROJECTSITE THAT IS VISIBLE TO THE PUBLIC.MULCHING AND MATTING REQUIREMENTSAPPLICATION RATEPER ACREQUALITYSTANDARDSDEPTH OFAPPLICATIONNOTESWOOD CHIPSOR SHAVINGSFREE OF OBJECTIONABLEOR COARSE MATERIAL10-20 TONS2" - 7"USED PRIMARILY AROUND SHRUBS ANDTREES, OR ALONG TRAILS. RESISTANT TOWIND BLOWING. DECOMPOSES SLOWLY.MULCHMATERIALHAY OR STRAWAIR DRIED, FREE OFUNDESIRABLE SEEDSAND COARSE MATERIAL2 TONS(4 TONS IN WINTER)~ 90%COVERAGEUSE TACKIFIER, NETTING, AND/ORTRACKING WHERE SUBJECT TO BLOWING.NOT SUITABLE FOR SLOPES> 3H:1VGRAVEL, STONE,OR SLAGWASHED. SIZE 3/8" - 1 1/2"405 CY3"USE BELOW ROOFLINES WITHOUT GUTTERS,FOR SHORT SLOPES OR AROUND PLANTSROLLED EROSIONCONTROL PRODUCT(EROSION MATTING)DOUBLE NET STRAWBLANKET - NORTHAMERICAN GREEN S150OR EQUAL.-100% COVERAGETO BE USED ON SLOPES> 3H:1V. INSTALL PERMANUFACTURERS RECOMMENDATIONS ANDDETAILS ON OTHER SHEETSDEWATERING SPECIFICATIONSTHE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND EXECUTING A DEWATERING PLAN THAT ISCOMMENSURATE WITH THE WORK PROPOSED AND THAT PREVENTS THE DISCHARGE OF SEDIMENTTO WATERS OF THE STATE. THE CONTRACTOR'S WORK PLAN AND DEWATERING PLAN SHALLCONSIDER BOTH GROUNDWATER AND THE FORECAST FOR PRECIPITATION.TO THE EXTENT POSSIBLE, THE CONTRACTOR SHALL PLAN THE WORK AND THE SEQUENCE OFTHEIR OPERATIONS TO MINIMIZE THE NEED FOR, AND DURATION OF, DEWATERING OF THE WORKAREA.UPGRADIENT RUNOFF SHALL BE DIVERTED AWAY FROM THE WORK AREA. THE DISCHARGELOCATION(S) OF DIVERTED RUNOFF SHALL BE MONITORED FOR STABILITY OR EROSION PROBLEMSPRIOR TO, DURING, AND FOLLOWING THE DIVERSION OF RUNOFF.THE CONTRACTOR SHALL IMPLEMENT APPROPRIATE METHODS TO PREVENT THE TRANSPORT OFSEDIMENT FROM THE WORK AREA AS WELL AS EROSION PREVENTION MEASURES AT THEPROPOSED DISCHARGE LOCATION(S). EROSION PREVENTION AND SEDIMENT CONTROL MEASURESSHALL BE BASED UPON THE CONTRACTOR'S SITE SPECIFIC WORK PLAN AND DEWATERING PLAN.MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO, ONE OR MORE OF THE FOLLOWING:-TEMPORARY SUMP / DEWATERING PIT-TEMPORARY SEDIMENT TRAP OR BASIN-GEOTEXTILE BAGS OR TUBES-VEGETATED FILTER STRIP-TEMPORARY DISSIPATION DEVICE / FLOW SPREADER-TEMPORARY STORMWATER CONVEYANCES (PIPING AND/OR STABILIZED DITCHES)ALL SEDIMENT COLLECTED DURING DEWATERING OR DURING THE TREATMENT OF DISCHARGEFROM DEWATERING OPERATIONS SHALL BE PLACED IN AN UPLAND LOCATION (OUTSIDE OFWETLANDS AND BUFFERS AND AT LEAST 100 FEET FROM ANY STREAMS) AND PERMANENTLYSTABILIZED.09-28-21TURF ESTABLISHMENT SPECIFICATIONSALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT, SIDEWALKS,ROOFS) OR ARE NOT LANDSCAPED WITH BARK MULCH, SHALL BE STABILIZED WITH GRASS COVER.ALL SEEDING AND MULCHING FOR ESTABLISHING NEW GRASS COVER SHALL BE COMPLETEDAFTER APRIL 15 (AS SITE CONDITIONS ALLOW) AND PRIOR TO SEPTEMBER 15. PLACEMENT OFTOPSOIL, AND THE APPLICATION OF SEED, FERTILIZER, LIME (WHERE APPLICABLE), AND MULCHSHALL BE IN ACCORDANCE WITH THE FOLLOWING:1. A MINIMUM OF 4" OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS. PLACEMENT OFTOPSOIL SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL IS FROZEN, EXCESSIVELY WET, OROTHERWISE IN A CONDITION DETRIMENTAL TO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL,THE SURFACE SHALL BE RAKED. ALL STONES, LUMPS, ROOTS, OR OTHER OBJECTIONAL MATERIALSHALL BE REMOVED.2. GRASS SEED MIXTURE SHALL BE SPREAD UNIFORMLY IN ALL AREAS AT THE SPECIFIED RATE.3. FERTILIZER SHALL BE APPLIED ONLY AFTER PERFORMING A SOIL TEST AND BE APPLIED BASEDUPON SOIL DEFICIENCIES. LIME SHALL ONLY BE APPLIED AS NEEDED BASED UPON A SOIL pH TEST.4. MULCHING SHALL FOLLOW THE SEEDING OPERATION BY NOT MORE THAN 24 HOURS. MULCHSHALL BE SPREAD UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE. SITECONDITIONS MAY WARRANT THE APPLICATION OF A TACKFIER OR NETTING TO HOLD THE MULCH INPLACE. IF NECESSARY TO RETAIN THE MULCH, THE CONTRACTOR SHALL APPLY AN APPROVEDTACKIFIER, OR NETTING, WITHOUT ADDITIONAL COST TO THE OWNER.5. HYDROSEEDING MAY BE USED IN LIEU OF SEEDING AND APPLYING HAY MULCH DURING THEGROWING SEASON. HYDROSEEDING SHALL INCLUDE THE APPLICATION OF WOOD AND/OR PAPERBINDER MULCH. THE BINDER SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERSRECOMMENDATIONS, BUT SHALL NOT BE LESS THAN 1500 POUNDS PER ACRE ON SLOPES LESSTHAN 15%, AND NOT LESS THAN 2000 POUNDS PER ACRE ON SLOPES GREATER THAN 15%.HYDROSEEDING ALONE SHALL NOT BE USED FOR TEMPORARY STABILIZATION AFTER SEPTEMBER15.6. ALL SLOPES STEEPER THAN 3H:1V SHALL HAVE EROSION MATTING APPLIED OVER THE SEED.ALL DITCH CENTERLINE GRADES GREATER THAN 2% OR AS SHOWN ON THE PLANS SHALL HAVEEROSION MATTING APPLIED OVER THE SEED. EROSION MATTING SHALL CONSIST OF EROSIONCONTROL BLANKET WITH 100% AGRICULTURAL STRAW MATRIX STITCH BOUNDED WITHDEGRADABLE THREAD BETWEEN TWO PHOTODEGRADABLE POLYPROPYLENE NETTINGS, NORTHAMERICAN GREEN S150 OR EQUAL. NORTH AMERICAN GREEN DS150 MAY BE USED IN LAWN AREAS,ONLY WHEN SEEDING TAKES PLACE PRIOR TO SEPTEMBER 1.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FULL GROWTH OF GRASS IN ALL DISTURBEDAREAS TO BE RE-VEGETATED. VEGETATION GROWTH SHALL BE PERMANENT AND SUFFICIENT TOPREVENT EROSION OF THE UNDERLYING SOIL UNDER ALL CONDITIONS OF PRECIPITATION. THECONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED, MULCHED,AND AREAS OF ESTABLISHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WORK BY THEOWNER.SEED AT 5 LBS PER 1,000 SQ. FT.100HOME RUN PERENNIAL RYEGRASS15BLADERUNNER TALL FESCUE25CROSSFIRE IV TALL FESCUE30% OF MIXGRASS SEED MIXTYPE OF SEEDTITANIUM TALL FESCUE25KENTUCKY BLUEGRASS5EXISTING SOILROOT BALL SIZE SHALLMEET ANSI Z60.1CURRENT EDITION FORTRUNK CALIPER SIZECONSTRUCT BERM AROUND ENTIREROOT BALLONE CENTRAL LEADER - TREES WITHCO-DOMINANT LEADERS SHALL BEREJECTEDPRIOR TO MULCHING, LIGHTLY TAMPSOIL AROUND THE ROOT BALL IN 6"LIFTS TO BRACE TREE. DO NOT OVERCOMPACT. WHEN THE PLANTINGHOLE HAS BEEN BACKFILLED, POURWATER AROUND THE ROOT BALL TOSETTLE THE SOIL.LOOSENED SOIL; DIG AND TURNTHE SOIL TO REDUCE COMPACTIONTO THE AREA AND DEPTH SHOWNROOT BALL MODIFIED AS REQUIRED TOCORRECT GIRDLING ROOTS OR TREE TOODEEP IN ROOT BALL. REMOVE ALL BURLAP,WIRE, ROPE, OR OTHER MATERIALS THATCOULD RESTRICT ROOT GROWTH4" LAYER OF GROUND BARK OR WOODCHIP MULCH. NO MORE THAN 1" OFMULCH ON TOP OF ROOT BALL.SLOPE SIDES OF LOOSENED SOILBOTTOM OF ROOT BALLRESTS ON NATIVE ORRECOMPACTED SOILTREE PLANTING DETAILSET TREE SO THAT ROOT FLARE ISJUST VISIBLE ABOVE SURFACE3X THE WIDEST DIMENSIONOF ROOT BALLLOOSENED SOIL; DIG ANDTURN THE SOIL TO REDUCECOMPACTION TO THE AREAAND DEPTH SHOWN3 x WIDEST DIMENSIONOF ROOT BALL4" HIGH X 8" WIDE ROUND-TOPPEDSOIL BERM ABOVE ROOT BALLSURFACE SHALL BE CONSTRUCTEDAROUND THE ROOT BALL. BERMSHALL BEGIN AT ROOT BALLPERIPHERY.PRIOR TO MULCHING, LIGHTLY TAMPSOIL AROUND THE ROOT BALL IN 6"LIFTS TO BRACE SHRUB. DO NOT OVER-COMPACT. WHEN THE PLANTINGHOLE HAS BEEN BACKFILLED, POURWATER AROUND THE ROOT BALL TOSETTLE THE SOIL.2" LAYER OF WOOD CHIPMULCH. NO MORE THAN 1" OFMULCH ON TOP OF ROOT BALL.BOTTOM OF ROOT BALLRESTS ON NATIVE ORRECOMPACTED SOILSLOPE SIDES OF LOOSENED SOILFINISH GRADESHRUB PLANTING DETAILNATIVE SOILENSURE THAT ROOT FLARE ISAT SURFACE.TREE AND SHRUB PLANTING SPECIFICATIONS1. ALL PLANT MATERIALS SHALL CONFORM TO THE INTERNATIONAL SOCIETY OFARBORICULTUREPRINCIPALS AND PRACTICES OF PLANTING TREES AND SHRUBS, ANDTHE MOST RECENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK -ANSI Z60.1.2.ALL PLANT MATERIALS SHALL BE INSTALLED BETWEEN APRIL 15TH AND JUNE 30TH. NOPLANTING SHALL BE DONE WHEN THERE IS SNOW COVER, FROZEN GROUND ORUNSATISFACTORY WEATHER CONDITIONS. SOME PLANTINGS CAN OCCUR BETWEENAUGUST 15TH AND SEPTEMBER 30TH WITH APPROVAL BY THE ENGINEER PRIOR TOPLANTING. IF SPECIAL CONDITIONS EXIST THAT WARRANT A VARIANCE FROM THESEPLANTING TIMES, A WRITTEN REQUEST SHALL BE SUBMITTED AND APPROVED BY THEENGINEER PRIOR TO PLANTING. ANY VARIANCE IN THE PLANTING SEASON WILL NOTAFFECT THE GUARANTEE PERIOD.3.ALL PLANTS SHALL HAVE A PRELIMINARY INSPECTION BY THE ENGINEER AT THE TIMEOF DELIVERY. PLANTS THAT HAVE DAMAGED OR CROOKED LEADERS, BARKABRASIONS, SUN SCALD, INSECT DAMAGE, DISFIGURING KNOTS, OR CUTS OF LIMBSGREATER THAN 3/4" WILL BE REJECTED. PLANTS WITH EXCESSIVE SOIL ON TOP OFTHE ROOT FLARE AND/ OR MINIMAL ROOT BALL WILL BE REJECTED.4.ALL PLANTS THAT ARE TEMPORARILY STORED IN DESIGNATED AREAS ON SITE UNTILREADY FOR INSTALLATION SHALL BE PROTECTED FROM THE SUN AND DRYING WINDS.ALL PLANT ROOT BALLS SHALL BE KEPT SHADED AND PROTECTED WITH SOIL,SHREDDED HARDWOOD MULCH OR OTHER ACCEPTABLE MATERIAL, AND REGULARLYWATERED.5.PRIOR TO INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALLDETERMINE WHERE EXISTING UNDERGROUND UTILITIES ARE LOCATED TO AVOIDINTERFERENCE.6.DO NOT PRUNE TREEES OR SHRUBS EXCEPT FOR DEAD OR CRUSHED ROOTS ANDDEAD OR INJURED BRANCHES.7.EACH TREE AND SHRUB MUST BE PLANTED SUCH THAT THE ROOT FLARE AND MAINORDER ROOTS ARE VISIBLE AT THE TOP OF THE ROOT BALL. WHERE THE MAIN ORDERROOTS ARE NOT VISIBLE, EXCESS SOIL SHALL BE REMOVED TO LOCATE THEM. PLANTSHRUBS AND PERENNIALS SO THAT THE MAIN ORDER ROOTS ARE AT FINISHEDGRADE. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL OR MORE THAN 1" OFMULCH.8.EXAMINE EVERY TREE AND SHRUB AND REMOVE ALL NURSERY TAGS, TREE WRAP,ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING.9.CUT AND COMPLETELY REMOVE WIRE MESH BASKET, ROPE, AND BURLAP WRAPAFTER PLACEMENT IN PLANTING PIT.11. WATER ALL TREES AND SHRUBS THOROUGHLY ONCE PLANTED TO PULL SOIL AGAINSTROOT BALL AND SETTLE AIR POCKETS. ADDITIONAL SOIL MAY BE NEEDED; WATERAGAIN TO ENSURE COMPLETE COMPACTION. RE-SET SETTLED PLANTS TO PROPERGRADE AND POSITION. RESTORE ADJACENT MATERIAL AND REMOVE DEAD MATERIAL.12. ONCE ALL TREES AND SHRUBS HAVE BEEN INSTALLED, PLACE A LAYER OF SHREDDEDHARDWOOD MULCH AS SHOWN IN THE DETAIL. NO DYED MULCH WILL BE ACCEPTED.13. THE MINIMUM WATERING INTERVAL DURING THE WARRANTY PERIOD SHALL BE TWICEWEEKLY. TREES SHALL RECEIVE A MINIMUM OF 10 GALLONS AND SHRUBS SHALLRECEIVE A MINIMUM OF 5 GALLONS.14. CORRECTIVE WORK SHALL OCCUR AS SOON AS POSSIBLE AFTER DEFICIENCIESBECOME APPARENT AND WEATHER PERMITS.15. ALL TREES AND SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARSAFTER PLANTING. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALLPLANTINGS AND SHALL INCLUDE PRUNING, WEEDING, AND WATERING NECESSARY TOMAINTAIN PLANTS IN GOOD HEALTH AND FREE OF INSECTS AND DISEASE UNTIL FINALACCEPTANCE.SOIL SPECIFICATIONS FOR PLANTING AREAS1. PLANTING AREA IS DEFINED AS SOIL WITHIN 2 FT OF SMALL SHRUBS, 4 FT OF MEDIUMTO LARGE SHRUBS, AND 10 FT OF TREES, OR TO EDGE OF PAVEMENT, CURB, ORFOUNDATION.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 CONTROL TOPREVENT 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.10. SUBMITTALS REQUIRED:A. SOIL ANALYSIS, INCLUDING·USDA PARTICLE SIZE ANALYSIS FOR PERCENTAGES OF GRAVEL, SAND, SILT,AND CLAY·USDA TEXTURE·NUTRIENT LEVELS IN PARTS PER MILLION FOR PHOSPHORUS, POTASSIUM,CALCIUM, MAGNESIUM, MANGANESE, IRON, COPPER, AND ZINC·PERCENTAGE ORGANIC MATTER·pH·ELECTRICAL CONDUCTIVITY (TOTAL DISSOLVED SOLIDS)B. COMPOST ANALYSIS, PER ITEM #8, ABOVEC. BEFORE DELIVERY OF SOIL MATERIALS TO THE SITE, REPRESENTATIVE SAMPLESSHALL BE SUBMITTED TO THE ENGINEER IN MINIMUM VOLUMES OF 1 GALLON FOREACH MATERIAL USED. FOR VISUAL INSPECTION ONLY - CONTRACTOR IS SOLELYRESPONSIBLE FOR ASSURING THAT MATERIALS MEET THE SPECIFICATIONS.6" TOPSOILPERENNIALS: 12" MIN.SHRUBS: 18" MIN.TREES: 30" MIN.NON-COMPLYINGSOILFINISH GRADE18" TO 36" OFCOMPLYINGSOIL MATERIALSOIL PROFILE REQUIREMENTS DateSheet numberScaleCheckedDrawnDesignSurveyProject No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese 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 BURLINGTON111" = 20'2002040801" = 20 FEETEXISTINGCONDITIONS PLANLEGENDPROJECT BOUNDARY310ABUTTING PROPERTY LINESIDELINE OF EASEMENTEXISTING CONTOUREXISTING TREELINEEDGE OF WETLANDEXISTING WATERLINEEXISTING SANITARY SEWEREXISTING ELEC / TELECOM CONDUIT BANKEXISTING STORM PIPE AND CATCHBASINWSE/TNOTES:1. THE PURPOSE OF THIS PLAN IS TO PRESENT THE EXISTING CONDITIONSON LOT M5 AND ADJACENT LOTS AND STREETS. SEE GARDEN STREETDESIGN PLANS FOR STREET AND UTILITY RELATED INFORMATIONWITHIN 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.EXISTING NATURAL GAS LINEGEXISTING STREET LIGHT CONDUITL09-07-21