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HomeMy WebLinkAbout20230008 Duplainville Site Plan Utility, Grading, Planting PlansXXDUPLAINVILLE ROADFREEDOMWAY GGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWEEEE20'20'20' 30'30'PROPOSE ACCESSORY BUILDING25,000 SF.FFE:333.5PROPOSED BUILDINGFFE:333.5'WAREHOUSE: 39,240 SF.OFFICE: 6,240 SF.TOTAL: 45,480 SF.EEEEEEEEEEEEEER = 4 0 'R = 30'R = 4 0 'R = 6'TYP.R = 15'R = 3 ' T Y P . R = 1 4 0 ' R = 2 0 '06C-50103C-50101,02C-50106C-50106C-50111C-50112C-50113C-50105C-50106,07C-50304C-50108,09C-50308C-50310C-50319 SPACES26 SPACESPROPOSED LOT LINE301' 100'250'30'80'TO CENTEROF RAIL12'30'55'40'189.9'221.4'43'24'24'25'18'9'26' 65'605'65'466'216.9'182.76' 24'24' 50'249'11'1142' TO END OF RAILROAD70'RAIL ACCESSEASEMENT317.37'180'270'60'52'120'41'120.15'SCREENEDDUMPSTERENCLOSURECONCRETEWALK500' FIREHYDRANT RADIUSSILO, 16'Ø TYP.PROPOSED RAILAND SIDINGPROPOSED LOT 2PROPOSED GRAVELLAY-DOWN AREA±10.3 ACRESHEAVY-DUTYASPHALTSTORMWATERMANAGEMENTAREAWATER SERVICE6" C900 DR25 PVC±435 LF @ 5' MIN. DEPTHTHREE (3) LOADINGDOCKS, AT GRADEENTRY PADBY OTHERSTWO (2)LOADINGDOCKS, DOCK HEIGHTRETAINING WALLBY OTHERSCHILLERSTRANSFORMER,PAD MOUNTED,TYP.SNOWSTORAGESTANDARDDUTY-ASPHALTSTORMWATERMANAGEMENTAREAHEAVY-DUTYCONCRETE SLABWATER SERVICE CONNECTION,CONTRACTOR TO LOCATE CAPPEDMAIN PRIOR TO CONSTRUCTIONPOLE MOUNTED LIGHTSEE SHEET C-191BIKERACKRELOCATEDELECTRICAL POLES& WIRES BY OTHERSCONNECTION,OWNER TO COORDINATEWITH NATIONAL GRIDON NEW LOCATIONS OFELECTRICAL POLESSTORMWATERMANAGEMENTAREARAIL EXTENSION BYOTHERS, COORDINATEWITH DESIGN ENGINEERPRIOR TO CONSTRUCTIONFLUSHCURBADA PARKINGELECTRIC AND GAS SERVICE,COORDINATE LOCATION ANDTYPE WITH SERVICE PROVIDERSWALESWALESWALESWALECONCRETECURBCLEAN OUT(TYP.)ADARAMPINV:329.5MH-1RIM: 332.61INV IN: 326.12INV OUT: 326.02EX. MANHOLERIM:329.78INV IN: 320.83INV OUT: 320.73SANITARY SEWER CONNECTION,CONTRACTOR TO VERIFYLOCATION AND INVERTSPRIOR TO CONSTRUCTIONSANITARY SEWER LATERAL6" SDR-26 PVC±169 LF @ 2.0%45° BEND, PROVIDETHRUST BLOCKINGSANITARY SEWER LATERAL6" SDR-26 PVC±242 LF @ 2.1%45° BEND, TYP.PROVIDE THRUST BLOCKINGSTORMWATERMANAGEMENT AREA,INFILTRATION BASINASPHALTWING CURBSTOP SIGN15'15' SIDE SETBACK15' SIDE SETBACK15' SIDE SETBACK40' FRONTSETBACK50' FRONT SETBACK 15' ELECTRICALLINE EASEMENT6' HIGHSTOCKADEFENCETOP OFEARTHEN BERMSWALEP:\22-024\CAD\22-024 SITE.DWG | 03/02/2023 01:23:03 PMSTANDARD NOTES:1.THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, RULES ANDREGULATIONS, INCLUDING BUT NOT LIMITED TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACT(SEQR), FRESHWATER WETLANDS PERMIT REGULATIONS, THE TOWN GRADING LAWS AND THE TOWNFLOODPLAIN MANAGEMENT LAWS.2.THE APPLICANT SHALL BEAR THE SOLE RESPONSIBILITY FOR ENSURING THAT ALL IMPROVEMENTS ARECOMPLETED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS AND STANDARDS.3.THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND ADJACENTLANDS FREE OF DEBRIS, SOIL AND OTHER MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUCTIONRELATED TO THE SITE.SPECIAL NOTES:1.TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WAS COMPILED FROM A MAP TITLED T_GREEN.DWG.DATED 21 JUNE, 2016 PREPARED BY GILBERT VANGUILDER LAND SURVEYOR, PLLC OF CLIFTON PARK,NEW YORK AND A DIGITAL FILE TITLED "T-GREEN.DWG" TRANSMITTED VIA EMAIL ON 08 AUGUST,2022.2.THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTION REFERENCE ONLY AND ARE NOTINTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONALSTRUCTURES, OR ANY OTHER IMPROVEMENT.3.UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELD VERIFICATION BY EXCAVATION. UTILITIESSHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENTTO THE SUBJECT PARCEL.CITY OF SARATOGA SPRINGS STANDARD NOTES:1.ALL WORK MOST CONFORM TO ALL FEDERAL, STATE AND CITY CODE. SPECIFICATIONS, ORDINANCES,RULES AND REGULATIONS.2.THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETICVERTICAL DATUM. 1929.3.ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OFOFF-SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER.4.THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TOANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE DESIGN PROFESSIONAL ARE REQUIRED. THECOST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER.5.THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANYBLASTING IS REQUIRED FOR THE PROJECT.6.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUES BY THE DEPARTMENT OF PUBLICWORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY IF ANY CITY STREET ROAD OR ALLEY.7.ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING ORFLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD.8.A CERTIFICATE OF OCCUPANCY CANNOT BE ISSUES UNTIL ALL SITE WORK IS COMPLETED INACCORDANCE WITH THE APPROVED PLANS, AND AN AS-BUILT DRAWING HAS BEEN PREPARED INACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.DATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV.DATE BYDESCRIPTION Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANYPERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THEALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION.COPYRIGHT © 2022 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED.881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.com1 inch = ft.( IN FEET )GRAPHIC SCALE050255010020050PROPERTY LINELEGEND08/23/2022AJVAJVAS NOTEDEASEAS3 of 9C-101DUPLAINVILLE ROAD WAREHOUSE INDUSTRIAL DEVELOPMENT DUPLAINVILLE RD | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATESITE & UTILITY PLANA 12/16/22 AJVINITIAL SUBMISSION ---- ---- ---- ---- ---- ---- ---- ---- ----SITESITEZONING MAP1" = ±2,000'USGS QUAD.1" = ±2,000'SITE STATISTICSADDRESS:00 DUPLAINVILLE ROADTAX MAP:177.-1-67AREA:960,236 SF. (±22.04 AC.)ZONE:IND-G (INDUSTRIAL, GENERAL)USE:VACANT LANDIND-GSITEMIN. LOT SIZE40,000SF.960,236SF.MIN. AVG. WIDTH200FT.±708FT.PRINCIPAL BLDG. COVERAGE40%±4.7%ACCESSORY BLDG. COVERAGE30%±2.6%MIN. FRONT SETBACK40FT.±317.4FT.MIN. REAR SETBACK30FT.±216.9FT.MIN. SIDE SETBACK (EACH)15FT.±189.1FT.MIN. SIDE SETBACK (TOTAL)30FT.±371.9FT.PRINCIPAL MAX. HEIGHT50FT.<50FT.MIN. GREENSPACE30%±31.1%PARKINGREQUIRED:1 SPACE PER 2 EMPLOYEES AND 1 PER COMPANY VEHICLE(70 EMP. * 1/2) + 5 COMPANY VEH. = 40 SPACESPROVIDED:45 SPACES (INCLUDING 2 ADA)LOT COVERAGEEXISTINGPROPOSEDBUILDINGS:0SF.70,480SF.(7.33%)PAVEMENTS:0SF.591,236SF.(61.57%)GREEN SPACE:960,236SF.298,520SF.(31.1%)960,236SF.960,236SF.N XXDUPLAINVILLE ROAD GGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWEEEEEEEEEEEEEEEEEESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF12" N12 HDPE53 LF @ 0.47%18" N12 HDPE118 LF @ 0.51%15" N12 HDPE 89 LF @ 0.51%INV:324.70INV:325.812 4 " N 1 2 H D P E 1 2 6 L F @ 0 . 5 5 % 24" N12 HDPE 127 LF @ 0.51% 10" N12 HDPE 293 LF @ 0.75%INV:326.90INSTALL AND MAINTAINCONSTRUCTION ENTRANCESTORMWATERMANAGEMENTSIGNAGEINSTALL ANDMAINTAINSILT FENCEHYDROSEEDING WILL INCLUDETACKIFIER IN ALL MIXES ONSTEEP SLOPES, SEE SHEET C-161FOR ADDITIONAL INFORMATIONINSERT INLETPROTECTIONSLOPESTABILIZATIONBLANKETSPILLWAYFOREBAY #1STORMWATERMANAGEMENT SIGNAGEFOREBAY #2 FOREBAY #1FOREBAY #2330330327 3 2 7 3 2 8 328 329329 325330323324326327328329335340345330335340345 325 330 327328329325 330 326326327327328328329327 328 329 325 330330328329331332335340 332333334336337338339341342 330329331332330328329331325330324326327328329331332328 325330322 323 324326327328329INFILTRATIONBASIN #4STOCKPILEAREARIPRAP OUTLETPROTECTIONINSTALL AND MAINTAINCONCRETE WASHOUT06C-50202C-503INFILTRATIONBASIN #503C-50310C-50212C-50203C-50209C-502SFSFSFSFSF11C-50204C-503LIMITS OFDISTURBANCE(±20.99 ACRES)INFILTRATIONBASIN #101C-503INFILTRATIONBASIN #2INFILTRATIONBASIN #301C-503SPILLWAYSPILLWAYSPILLWAYCB-1RIM:331.97'48" DIA. W/ 30" GRATEINV OUT (12"): 328.25'CB-2RIM: 331.28'INV IN: 328.00' (12")INV OUT: 327.50' (18")CB-3RIM: 330.77'INV OUT: 327.25' (15")CB-5RIM: 330.51'INV IN: 325.40' (24")INV OUT: 325.40' (24")SLOT DRAINRIM: 328.94'INV OUT: 328.00' (10")CB-4RIM: 330.51'INV IN: 326.80' (15")INV OUT: 326.05' (24")CHECK DAM07C-50204C-502STORMWATERMANAGEMENTSIGNAGESTORMWATERMANAGEMENTSIGNAGESTORMWATERMANAGEMENTSIGNAGE328.83TP#2IT#2TP#1IT#1TP#4IT#4TP#3IT#3TP#5IT#5330335340331332333334336337338339341342BAAB330329331332333 40% 0%1% 1% 1% 1% 1%1% 1% 1% 1% 1% 1%1%1%31%??? ??? ??? ??? 1% 1%1%3%10 % 1 %1%2%3%3%2 %2%2%1%33% ??? 22%28%30%29% 20%3%3%2% 33%5%9% 27% 1 1 %30%33 % ??? 21% 1%2%2%1%2%1%2 %1%1%2%2%4%2%12%31%32%32%3%1% 1%27%35% 0%31%345.62329.13330.25342.00336.67 3 2 9 . 2 6332.95330.93329.4833 2 . 2 6333.1733 0 . 5 1 328.25 330.80326.25331.0 0330.80331.85331.75333.50329.50330.76???3 3 1 . 7 0332.703 3 2 . 7 0 3 3 2 . 7 8 3 3 1 . 8 8 3 3 2 . 7 032 9 . 2 5 331.50331.50331.50329.503 3 1 . 5 0 331.85331.75331.50329.52325.00329.61328.863 3 1 . 1 0 331.10331.10331.103 3 1 . 1 0 3 3 2 . 6 8 3 3 2 . 4 4 332.73333.16332.21331.61328.85328.313 2 9 . 5 0 3 2 8 . 2 5 3 3 3 . 5 0333.50331.10331.10331.94332.22331.55331.75327.09333.40333.503 3 2 . 7 8332.58332.643 3 2 . 4 6 3 3 2 . 1 6 3 3 2 . 7 8 3 3 2 . 3 1 3 3 1 . 8 7 3 3 2 . 5 3332.403 3 2 . 9 4 3 3 2 . 7 0 3 3 1 . 5 0 332.36333.22332.54332.43332.73331.15325.50325.50322.00322.00322.00324.00331.94328.513 2 5 . 8 6 331.40331.64331.49328.25325.25325.25328.25328.25325.25 328.50325.25328.25325.25328.25325.25331.10331.403 3 1 . 2 8 3 3 3 . 3 5333.503 3 2 . 6 1 333.24 328.25330.80328.25328.253 2 5 . 2 5 328.81342.00342.00331.353 3 2 . 3 6 325.253 2 1 . 0 0 3 2 4 . 0 0 331.40331.103 3 2 . 1 6331.49P:\22-024\CAD\22-024 GRAD.DWG | 03/02/2023 01:25:08 PM TEST PIT LOGPERFORMED BY: AARON VERA, P.E.DATE: 09/20/2022TP#1 (329.34)0"-16"TOPSOIL16"-48"FINE BROWN SAND, LITTLE SILT48"-96"FINE SANDNO SIGN OF S.H.G.W.TP#2 (329.53)0"-14"TOPSOIL14"-30"FINE BROWN SAND, LITTLE SILT30"-96"GRAY FINE SANDNO SIGN OF S.H.G.W.TP#3 (329.99)0"-12"TOPSOIL12"-28"FINE BROWN SAND, LITTLE SILT28"-96"GRAY FINE SANDNO SIGN OF S.H.G.W.TP#4 (331.25)0"-14"TOPSOIL14"-24"FINE BROWN SAND, LITTLE SILT24"-96"GRAY FINE SANDNO SIGN OF S.H.G.W.TP#5 (331.57)0"-14"TOPSOIL14"-30"FINE BROWN SAND, LITTLE SILT30"-96"GRAY FINE SANDNO SIGN OF S.H.G.WEROSION & SEDIMENT CONTROL PLAN NOTES:1.ALL PROPOSED EROSION CONTROLS SHALL BE INSTALLED PRIOR TO BEGINNING OF CONSTRUCTION. FINAL LOCATION AND CONSTRUCTION SHALL BE REVIEWEDBY A QUALIFIED PROFESSIONAL.2.REMOVE EROSION CONTROLS ONLY UNDER THE AUTHORIZATION OF A QUALIFIED PROFESSIONAL.3.CONTRACTOR MUST PROTECT ALL SURFACE WATERS FROM SILTATION DURING CONSTRUCTION WITH APPROPRIATE MEASURES INCLUDING, BUT NOT LIMITED TO,PLACING STRAW BALES AND SILT FENCING AROUND WORK.4.EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIRED. ADDITIONAL MEASURES MAY BE REQUIRED, BASED ON FIELDCONDITIONS, DURING CONSTRUCTION AS DIRECTED BY A QUALIFIED PROFESSIONAL.5.EROSION AND SEDIMENT CONTROL METHODS SHALL COMPLY WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL,LATEST EDITION.6.EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAINFALL EVENT. THE CONTRACTOR SHALL REPAIR THEEROSION AND SEDIMENT CONTROL DEVICES AS NECESSARY AND AS DIRECTED BY A QUALIFIED PROFESSIONAL.7.ALL TEMPORARY EXPOSED FACES OF EARTH CUTS AND FILLS SHALL BE VEGETATED OR PROTECTED FROM EROSION IMMEDIATELY UPON COMPLETION OF EARTHWORKOR IF WORK IN THESE AREAS IS TO BE SUSPENDED FOR FOURTEEN (14) DAYS. PROVISIONS SHALL BE MADE IN ORDER TO MINIMIZE THE AREA TO BEDISTURBED AND TO PREVENT THE CONCENTRATION OF STORM WATER RUNOFF AND EROSION OF DISTURBED EARTH SLOPES.8.UPON COMPLETION OF GRADING OPERATIONS THE DISTURBED AREAS SHALL BE STABILIZED BY THE FOLLOWING METHODS, DEPENDING UPON THE CLASSIFICATIONOF THE AREA AS EITHER TO RECEIVE PERMANENT OR TEMPORARY SEEDING:SEED BED PREPARATIONIF AREAS ARE DEEMED AS REQUIRING TOPSOIL THEN APPLY TOPSOIL TO A UNIFORM MINIMUM DEPTH OF FOUR INCHES (4"). TOPSOIL SHALL BE FRIABLE ANDLOAMY, FREE OF DEBRIS, OBJECTIONABLE WEEDS, AND STONES, AND CONTAIN NO TOXIC MATERIALS. IF TOPSOIL IS DEEMED UNNECESSARY THEN PREPARE SEEDBED BY SCARIFYING COMPACTED AREAS AND REMOVING DEBRIS, ROCKS, AND STUMPS. SEEDBED SHALL RECEIVE THE FOLLOWING SOIL AMENDMENTS:8.1.LIME TO A Ph OF 6.08.2.FERTILIZE WITH 600 LBS OF 5-10-10 OR EQUIVALENT PER ACRE (14 LBS./1000 SQ. FT) THE SOIL AMENDMENTS SHALL BE WORKED INTO THE SEED BEDWITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT.TEMPORARY SEEDINGSANNUAL RYEGRASS SEED SHALL BE APPLIED AT A RATE OF 0.9 LBS PER 1000 SQUARE FEET. USE WINTER RYE IF SEEDING DURING OCTOBER/NOVEMBER.PERMANENT SEEDINGSSEEDING SHALL CONSIST OF 1 LB PER 1000 SQUARE FEET OF SEED CONTAINING AT LEAST 50% FAST SPROUTING PERENNIAL RYE GRASS AND 10% PINK CLOVEROR ALFALFA. THE SEED MIX SHALL BE SPREAD BY UTILIZING A CYCLONE SEEDER, DRILL, OR CULTIPACK SEEDER. SEED DEPTH SHALL BE FROM 1/4 TO 1/2INCH DEEP. SEED MAY ALSO BE APPLIED BY APPROPRIATE HYDROSEEDING METHODS. ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW MULCH APPLIED ATRATE OF 2 TON/ACRE (90 LBS PER 1000 SQUARE FEET) AND ANCHORED WITH "TERRA-TACK" OR EQUIVALENT.ROCKWHEN ENCOUNTERED, SHALL BE UNDERCUT A MINIMUM OF 12 INCHES BELOW FINISHED GRADE; BACKFILL OVER THE ROCK SHALL CONSIST OF 8 INCHES OFGRANULAR FILL AND 4 INCHES OF TOPSOIL.9.IF STABILIZATION BY SEEDING CANNOT OCCUR DURING THE RECOMMENDED SEEDING PERIODS, TOPSOIL, FILL, AND EXCAVATED MATERIALS AREAS SHALL BETEMPORARILY STABILIZED WITH ANCHORED MULCH UNTIL SUCH TIME AS EFFECTIVE SEEDING CAN OCCUR.10.STOCKPILE MATERIALS SHALL NOT BE LOCATED WITHIN TWENTY-FIVE FEET (25') OF ANY DITCH, STREAM, OR OTHER SURFACE WATER BODY.11.IF CONSTRUCTION IS SUSPENDED, OR SECTIONS COMPLETED, AREAS SHALL BE SEEDED AND/OR MULCHED IMMEDIATELY.12.COMPLY WITH THE APPLICABLE STIPULATIONS SET FORTH IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THIS PROJECT.INFILTRATION PRACTICES:INFILTRATION PRACTICES SHALL NOT BE USED AS SEDIMENT TRAPS.ALL CONSTRUCTION RUNOFF SHALL BE DIRECTED TO AN APPROPRIATESEDIMENT CONTROL DEVICE. INFILTRATION BASINS MAY ONLY HAVEFLOWS DIRECTED TO THEM ONCE THE SITE HAS BEEN STABILIZED BYVEGETATION OR THE INSTALLATION OF SUBBASE. PROVIDE INLETPROTECTION AS IDENTIFIED.CARE SHALL BE TAKEN WHEN CONSTRUCTION ACTIVITY IS NEARINFILTRATION AREA. COMPACTION SHOULD BE AVOIDED.DE-COMPACTION PRIOR TO VEGETATINGDATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV.DATE BYDESCRIPTION Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANYPERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THEALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION.COPYRIGHT © 2022 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED.881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.com1 inch = ft.( IN FEET )GRAPHIC SCALE050255010020050PROPERTY LINELEGEND08/12/2022AJVAJVAS NOTEDEASEAS4 of 9C-121DUPLAINVILLE ROAD WAREHOUSE INDUSTRIAL DEVELOPMENT DUPLAINVILLE RD | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEGRADING, EROSION ANDSEDIMENT CONTROLA 12/16/22 AJVINITIAL SUBMISSION ---- ---- ---- ---- ---- ---- ---- ---- ----NINFILTRATION TEST LOGPERFORMED BY: AARON VERA, P.E.DATE: 09/20/2022IT#1 24"/HR.IT#2 24"/HR.IT#3 24"/HR.IT#4 24"/HR.IT#5 12"/HR.*DESIGN RATE USED: 5"/HR.GENERAL CONSTRUCTION SEQUENCETOTAL DISTURBANCE = ±20.99 ACRESPRE-CONSTRUCTION1.OBTAIN PLAN APPROVAL, GRADING PERMIT, ANY EASEMENTS, AND ALL OTHER LEGAL CONTRACTS/PERMITS REQUIRED FOR CONSTRUCTION.2.FLAG THE WORK LIMITS AND MARK TREES AND AREAS FOR PROTECTION AS REQUIRED.3.HOLD PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CITY OF ALBANY BUILDINGDEPARTMENT, DESIGN ENGINEER, INSPECTING ENGINEER, AND THE SWPPP MONITORING PROFESSIONAL.4.INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, INLET PROTECTION, AND CONCRETE WASHOUT.5.STAKE OUT CLEARING LIMITS. AREAS OF DISTURBANCE SHALL NOT EXCEED FIVE (5) ACRES AT ANY TIME. OBTAIN APPROVAL FROM CITY OF SARATOGABUILDING DEPARTMENT TO PROCEED WITH GRADING PERMIT.6.COMPLETE REMOVAL OF EXISTING STRUCTURES, CLEARING AND GRUBBING.7.MASS GRADE TO CREATE LEVEL AREA FOR FUTURE VEHICLE PARKING AND BUILDING SLAB. STRIP AND STOCKPILE TOPSOIL, REMOVE LOOSE SOILS THAT ARE NOTSUITABLE FOR THE PROPOSED IMPROVEMENTS. STOCKPILE WITHIN APPROVED AREA WITH ADEQUATE PROTECTION.8.STABILIZE GRADING ON THE SOUTH END OF THE BUILDING SLAB AND IN FRONT OF THE BUILDING SLAB TO SKYWARD DRIVE. PROCEED WITH ROUGH GRADING ANDIMPORTING/EXPORTING OF FILL AS REQUIRED. CONSTRUCT SEDIMENT TRAP AT LOCATION OF FOREBAY AND CREATE SWALES TO FOREBAY.9.POUR FOUNDATION AND ALLOW 28 DAYS FOR CURING.10.TRENCH FOR UTILITIES11. CONTINUE REMOVAL OF EXISTING STRUCTURES, CLEARING AND GRUBBING12.CONTINUE MASS GRADING TO FINE GRADING SLOPES ALONG THE EASTERN PROPERTY LINE. STABILIZE IMMEDIATELY.13.PROCEED WITH THE CREATION OF THE INFILTRATION BASIN14.INSTALL CATCH BASINS, ROADWAY SUBBASE AND CURBING.15.INSTALL PAVEMENTS.POST-CONSTRUCTION16.ONCE CONSTRUCTION IS COMPLETED, CONTRACTOR TO PERMANENTLY STABILIZE ALL EXPOSED AREA, INCLUDING AREAS THAT HAVE BECOME BARE DUE TOTRAFFIC.17.ENSURE POSITIVE DRAINAGE FLOW AWAY FROM BUILDINGS AND ADJACENT PROPERTIES SO THAT FLOWS HAVE A POSITIVE DIRECTION TOWARDS STORMWATERCOLLECTION DEVICES.18.REMOVE ANY ACCUMULATED SEDIMENT AND ENSURE ALL STORMWATER MANAGEMENT PRACTICES ARE FUNCTIONING CORRECTLY, AND DISCHARGING CLEAN RUNOFF.19.PERFORM FINAL CLEANUP OF DEBRIS, AND REPAIR ANY AREAS THAT WERE AFFECTED FROM CONSTRUCTION.20.REMOVAL OF OVERALL EROSION CONTROL MEASURES MAY ONLY OCCUR WHEN THE PROJECT IS SUFFICIENTLY STABILIZED AND REQUIRES THE APPROVAL OF THECITY OF SARATOGA SPRINGS BUILDING DEPARTMENT AND THE SWPPP INSPECTOR. THE CITY ENGINEERS OFFICE MAY WISH TO INSPECT STORMWATER BASIN. XXDUPLAINVILLE ROAD GGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWEEEEEEEEEEEEEEEEEE08C-5012222222222222222 10'APPLY TOPSOIL,SEED AND MULCH TOALL DISTURBED NON SURFACE AREASEXISTINGWOODSSTEEPSLOPEMIXSEE THIS SHEET FOR ADDITIONAL INFORMATIONAPPLY TOPSOIL, SEED AND MULCH TOALL DISTURBED NON SURFACE AREASAPPLY TOPSOIL, SEED AND MULCH TOALL DISTURBED NON SURFACE AREASEXISTINGWOODSHERITAGE BIRCHCA4AR3EXISTINGWOODSAC1BN4QA1QA1QA1FG1FG1TC1TC2TC2QP1QP2PS3PS3PS3PS3QP1CA1CA1CB1STEEPSLOPEMIXSTEEPSLOPEMIXTOP OFBERMQP1AC2AC1IG6IG3VD410' SIDE LANDSCAPE SETBACK10' SIDE LANDSCAPE SETBACK15C-50114C-501WWWWWWWWWMS6HM709C-501222MS6MS2HM7OS14MS2IG8NR25DP6DP6IV6P:\22-024\CAD\SHEETS\22-024 C-160.DWG | 03/02/2023 01:27:30 PM NATIVE STEEP SLOPE MIX WITH WITH ANNUAL RYEGRASS.NSSM *NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASSERNEST SEEDS - ITEM# ERNMX-181PRODUCT: EROSIONS CONTROL & RE-VEGETATIONSEEDING RATE: 60 LBS PER ACRE, OR 1.5 LB PER 1,000 SQ.FTHTTPS://WWW.ERNSTSEED.COM/PRODUCT/NATIVE-STEEP-SLOPE-MIX-WANNUAL-RYEGRASS/?ANCHOR=7LANDSCAPING NOTES:1.ALL PLANTS TO MEET MINIMUM STANDARDS OF THE AMERICAN ASSOCIATES OF NURSERYMAN.2.CONTRACTOR SHALL GUARANTEE ALL PLANTED MATERIALS A MINIMUM OF ONE (1) YEAR. IF DURING THISTIME ANY PLANTINGS ARE NO LONGER VIABLE, THEY SHALL BE REPLACED IN-KIND AT NO EXPENSETO THE OWNER.3.CONTRACTOR SHALL MAINTAIN ALL WORK UNTIL FINAL ACCEPTANCE OF THE PROJECT, INCLUDING WATERING,STAKING, AND FENCE PROTECTION.4.IF PROPOSED PLANT LOCATIONS CONFLICT WITH UTILITIES, LIGHT POLES, OR CROWD EXISTING PLANTMATERIAL, NOTIFY THE OWNER TO CONSULT ON THE ADJUSTMENT OF ANY PLANT LOCATIONS.5.PLANTS SHALL BE DELIVERED ONLY WHEN THE CONTRACTOR'S SCHEDULE ALLOWS FOR THEIR INSTALLATION INA REASONABLE TIME.6.ALL PLANTS SHALL BE WATERED IMMEDIATELY UPON DELIVERY AND EVERY THREE (3) DAYS THEREAFTERUNTIL PLANTING.7.ANY SUBSTITUTIONS, CHANGES, OR ALTERATIONS SHALL BE APPROVED BY THE OWNER PRIOR TO DELIVERY.8.FINISHED GRADES IN LANDSCAPED ISLANDS SHALL BE ONE INCH (1") LOWER THAT THE TOP OF ADJACENTCURBS OR WALKWAYS.9.ALL DISTURBED AREAS SHALL BE RETURNED TO LAWN UNLESS OTHERWISE NOTED.10.FINE GRADE LAWN AREAS TO PROVIDE A SURFACE FREE OF IRREGULARITIES AND DEPRESSIONS.11. THE ADDITIVE OF TACKIFIER WILL BE ADDED TO ALL MIXES ON STEEP SLOPES.PROPOSED TREEPROPOSED SHRUB-AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFTS'S TRIPLEX GENERAL MIX. OR APPROVED MIX. AT A RATE OF 5 LBS PER1,000 SF. STARTER FERTILIZER (5-10-5) AT 40 LBS AND MULCHED WITH STRAW OR HYDROSEEDED.-IF A DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL GOVERN.-TEMPORARY IRRIGATION SHALL BE PROVIDED.LAWNSTEEP SLOPE MIX1 inch = ft.( IN FEET )GRAPHIC SCALE050255010020050PROPERTY LINELEGENDDATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV.DATE BYDESCRIPTION Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANYPERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THEALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION.COPYRIGHT © 2022 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED.881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.com08/12/2022AJVAJVAS NOTEDEASEAS5 of 9C-161DUPLAINVILLE ROAD WAREHOUSE INDUSTRIAL DEVELOPMENT DUPLAINVILLE RD | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEPLANTING PLANA 12/16/22 AJVINITIAL SUBMISSION ---- ---- ---- ---- ---- ---- ---- ---- ----NREQUIRED TREE PLANTINGDISTRICT:IND-G (INDUSTRIAL, GENERAL)ONSITE TREESREQUIRED: 2 PER ACRE OF SITE2 * 22 TOTAL ACRES = 44 TREES REQUIRED44 * 30% MAXIMUM NUMBER OF ONE SPECIES = 13 - NO MORE THAN 13 TREES OF ONE SPECIESPROVIDED:47 TREES PROVIDEDMINIMUM NUMBER OF SPECIES: 10PLANTS LISTSYMBOLQTY.SCIENTIFIC NAMECOMMON NAMESIZESPACINGREMARKSHEIGHT &WIDTHTREESAC4AMELANCHIER CANADENSISSHADBUSH SERVICEBERRY5'-6'AS SHOWNB&B, MULTI-STEM20-30' HT. - 15-25 WIDEAR3ACER RUBRUMRED MAPLE2.5-3" CAL.AS SHOWNB&B40-60' HT. - 30-50 WIDEBN4BETULA NIGRA 'HERITAGE'RIVER BIRCH10'-12' HT.AS SHOWNB&B, MULTI STEM40-70' HT. - 40-60' WIDECA6CORNUS ALTERNIFOLIAPAGODA DOGWOOD10'-12' HT.AS SHOWNB&B15-25' HT. - 15-25' WIDECB1CARPINUS BETULUS 'FASTIGIATA'PYRAMIDAL EUROPEAN HORNBEAM2.5-3" CALAS SHOWNB&B25-45' HT. - 25-35' WIDEFG2FAGUS GRANDIFOLIAAMERICAN BEECH2.5-3" CAL.AS SHOWNB&B50-70' HT. - 30-40' WIDEPS13POPULUS STROBUSEASTERN WHITE PINE2.5-3" CALAS SHOWNB&B50-80' HT. - 15-20' WIDEQA4QUERCUS ALBAWHITE OAK2.5-3" CALAS SHOWNB&B50-80' HT. - 50-80' WIDEQP5QUERCUS PALUSTRISPIN OAK2.5-3" CALAS SHOWNB&B60-70' HT. - 25-40' WIDETC5TSUGA CANADENSISEASTERN HEMLOCK2.5-3" CALAS SHOWNB&B40-70' HT. - 25-35' WIDESHRUBS/PERENNIALSDP12DENNSTAEDTIA PUNCTILOBULANORTH AMERICAN HAY-SCENTED FERN3 QRT.AS SHOWNFULL/ORNAMENTAL1-2' HT. - 3-4' WIDEHM7HYDRANGEA MACROPHYLLAHYDRANGEA 'ENDLESS SUMMER'1-5 GAL.AS SHOWNFULL/ORNAMENTAL3-5' HT. - 3-5' WIDEIG17ILEX GLABRA "COMPACTA"INKBERRY1-5 GAL.AS SHOWNFULL/ORNAMENTAL4-6' HT. - 4-6' WIDEIV6ILEX VERTICILLATA "RED SPRITE"RED SPRITE WINTERBERRY1-5 GAL.AS SHOWNFULL/ORNAMENTAL3-5' HT. - 3-5' WIDEMS16GRACILLIMUS MISCANTHUSMAIDEN GRASS1-5 GAL.AS SHOWNFULL/ORNAMENTAL5-6' HT. - 3-5' WIDENR25NEPETA RACEMOSA "WALKER'S LOWCATMINCONTAINERAS SHOWNFULL/ORNAMENTAL18-24" HT. - 18" WIDEOS14ONOCLEA SENSIBILISSENSITIVE FERN1-3 GAL.AS SHOWNFULL/ORNAMENTAL3-4' HT. - 3-4' WIDEVD4VIBURNUM DENTATUMARROWWOOD VIBURNUM1-5 GAL.AS SHOWNFULL/ORNAMENTAL6-15' HT. - 6-15' WIDE***IF A DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL GOVERN