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Site Plans© 2021 Microsoft Corporation © 2021 TomTom SITEUTILITY LOCATION DISCLAIMERTHE UTILITIES ARE SHOWN AS PER THE LOCATION OF POLES, MANHOLES, VALVES,PEDESTALS, ETC., EXISTING DRAWINGS AND INFORMATION PROVIDED BY UTILITYPERSONNEL. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARETHE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARELOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.RW30' MBLPROPERTY LINE/RIGHT OF WAY (IRON ROD, IRON PIPE, CONCRETE MONUMENT)PROPERTYEXISTINGPROPOSEDEASEMENTBUILDING SETBACK LINEWWMBFPPPFHFDCESSUTILITIESEXISTINGPROPOSEDSANITARY SEWERWATER MAIN W/METER, BACKFLOW PREVENTORFIRE DEPT. CONNECTION, FIRE HYDRANT, AND VALVESSOVERHEAD POWERTOVERHEAD TELEPHONETVOVERHEAD CABLEEUNDERGROUND POWERTUNDERGROUND TELEPHONETVUNDERGROUND CABLEGUNDERGROUND GAS<<STORM DRAINAGE W/ FLARED END SECTION,GRATE INLET, CURB INLET & STORM MANHOLE150.00150TOPOGRAPHYEXISTINGPROPOSEDCONTOURS, SPOT ELEVATIONDITCH, SWALE●●●●●SPECIESLANDSCAPEEXISTINGPROPOSEDWOODS LINETREE (EXISTING, REMOVE, PRESERVE)PAVEMENT HATCHINGEXISTINGPROPOSEDASPHALT PAVINGCONCRETE PAVINGGRAVEL PAVINGHEAVY DUTY ASPHALT PAVINGASPHALT PAVINGHEAVY DUTY CONCRETE PAVINGCONCRETE PAVINGHEAVY DUTY GRAVEL PAVINGGRAVEL PAVINGUNPAVED ROAD/PATHUNPAVED WALKWAYUNPAVED ROADWAYDEMOLITIONHATCHINGLEGENDPROJECT DATAOWNER/DEVELOPER:24HR CONTACT:AREA OF PROJECT:TAX MAP & PARCEL:ZONING CLASSIFICATION:TOTAL BUILDING AREA:PROPOSED USE:PARKING SPACES PROVIDED:DISTURBED AREA:IMPERVIOUS AREA:SHJ CONSTRUCTION GROUP124 EAST THOMPSON STREETTHOMASTON, GEORGIA 30286JOHN WELLS706-975-19833.83 ACRES303.15-1-12CI6,815 S.F.AUTOMATED EXPRESS TUNNELCARWASH270.98 ACRES2.33 ACRESPARKING SPACES REQUIRED:3PROJECT LOCATION: 708 QUAKER ROAD, QUEENSBURY,NEW YORK 12804706-647-0414VICINITY MAPNOT TO SCALEEMC ENGINEERING SERVICES, INC.ENVIRONMENTAL- MARINE - CIVIL - SURVEYPROJECT LOCATION:REVISION DESCRIPTIONENVIRONMENTALCIVILMARINEPrepared forSITE DEVELOPMENT PLANSFORDATEEMC ENGINEERING SERVICES, INC. 349 MARGIE DRIVE, SUITE 220WARNER ROBINS, GA 31088PH: (478) 333-4110FAX: (229) 439-7979warnerrobins@emc-eng.comwww.emc-eng.comALBANY • AUGUSTA • BRUNSWICK • COLUMBUS • GREENVILLE, SCSAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINSEXCELSIORBRIAN HILL BRAU N 1002946/4/21SHJ CONSTRUCTION GROUPQUEENSBURY, WARREN COUNTY, NEW YORKQUEENSBURY, WARREN COUNTY, NEW YORK708 QUAKER ROADEMC PROJECT# 20-6446TIDAL WAVE AUTO SPA---------------------JUNE 2021SHEET INDEXSHEET NO. DESCRIPTIONC1.0 COVERC2.0 GENERAL NOTESC3.0 EXISTING CONDITIONS & DEMOLITION PLANC4.0 SITE & STAKING PLANC5.0UTILITY PLANC6.0PAVING, GRADING, & DRAINAGE PLANC7.0 HYDROLOGYC8.0 LANDSCAPE PLANC9.0CONSTRUCTION DETAILSC9.1 CONSTRUCTION DETAILSC9.2 CONSTRUCTION DETAILSEC1.0EROSION & SEDIMENTATION CONTROL COVEREC2.0 EROSION & SEDIMENTATION CONTROL INITIAL PHASEEC3.0 EROSION & SEDIMENTATION CONTROL INTERMEDIATE PHASEEC4.0 EROSION & SEDIMENTATION CONTROL FINAL PHASEEC5.0 EROSION & SEDIMENTATION CONTROL DETAILSEC5.1EROSION & SEDIMENTATION CONTROL DETAILSBRIAAU NNNN GENERAL NOTES:1. IT IS THE INTENT OF THE OWNER TO CONSTRUCT AUTOMATED EXPRESS TUNNEL CARWASH WITH THE ASSOCIATEDPARKING AND INFRASTRUCTURE AND THE REQUIRED UTILITIES NEEDED TO CONSTRUCT AUTOMATED EXPRESSTUNNEL CARWASH.2. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF QUEENSBURY STANDARDS & SPECIFICATIONS AND/ORNEW YORK DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.3. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINEDAND IN HAND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.4. THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS, OR IN ANY WAY INDICATEDTHEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON FIELDINVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE SAME ARE SHOWNAS INFORMATION ONLY, ARE NOT GUARANTEED AND DO NOT BIND THE ENGINEER IN ANY WAY.5. UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS BASED ON GROUND MARKINGS BY OTHERS. NOCERTIFICATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. VISIBLE EVIDENCE OFUTILITY STRUCTURES OBSERVED DURING THE COURSE OF THE FIELD SURVEY IS SHOWN HEREON.6. PRIOR TO INSTALLATION OF ANY UTILITY LINES, THE CONTRACTOR SHALL GIVE THE UTILITY COMPANIES THREE (3)WORKING DAYS NOTICE TO ALLOW TIME FOR EXISTING UTILITIES TO BE STAKED. BEFORE CALLING (811) THECONTRACTOR SHALL HAVE THE FOLLOWING INFORMATION READY: COUNTY, TOWN, LOCATION, NEAREST STREETINTERSECTIONS, TYPE OF WORK (SEWER, WATER, PAVING, ETC.) YOUR COMPANY NAME, TELEPHONE NUMBER,OWNER'S NAME, DATE AND TIME YOU EXPECT TO COMMENCE CONSTRUCTION, AND WHERE AND HOW YOU CAN BEREACHED AND THE BEST TIME TO CONTACT YOU. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSINGAN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALLUTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVEUTILITY COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THEM DURING RELOCATION OPERATIONS.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY VARIANCES PRIOR TO COMMENCEMENT OF WORK ORPURCHASING ANY MATERIALS.7. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON THE PLANS AND ARE NOT NECESSARILYACCURATE AS TO PLAN OR ELEVATION. UTILITY FACILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOTSHOWN ON THE PLANS WILL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES, EXCEPT AS NOTED BELOW.THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR THE COST OF REPAIRS TO DAMAGED UTILITY FACILITIES OTHERTHAN SERVICE LINES FROM STREET MAINS TO PROPERTY WHEN SUCH ABUTTING FACILITIES ARE NOT SHOWN ONTHE PLANS AND EXISTENCE IS UNKNOWN TO THEIR THE CONTRACTOR PRIOR TO THE DAMAGES OCCURRINGPROVIDING THE ENGINEER DETERMINES THE CONTRACTOR HAS OTHERWISE FULLY COMPLIED WITH THESPECIFICATIONS.8. IT IS THE OBLIGATION OF THE CONTRACTOR TO MAKE HIS OWN INTERPRETATION OF ALL SURFACE ANDSUBSURFACE DATA THAT IS AVAILABLE AS TO THE NATURE AND EXTENT OF THE MATERIALS TO BE EXCAVATEDAND WASTED, AND/OR GRADED AND COMPACTED. THE INFORMATION SHOWN ON THESE PLANS ANDSPECIFICATIONS DOES NOT IN ANY WAY GUARANTEE THE AMOUNT OR NATURE OF THE MATERIAL WHICH MAY BEENCOUNTERED.9. FILL MATERIAL SHALL BE CLEAN AND FREE OF ALL DEBRIS AND ORGANIC MATERIAL.10. ALL STORM PIPES SHALL BE HDPE UNLESS OTHERWISE SHOWN ON PLANS.11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND FURNISHING THE BORROW MATERIAL NECESSARYFOR THE CONSTRUCTION OF THIS PROJECT.12. ALL DISTURBED EARTH AREAS, NOT DESIGNATED TO BE PAVED, SHALL BE GRASSED WITH TEMPORARY SEEDINGOR PLANTED WITH PERMANENT VEGETATION13. AN EXISTING CONDITIONS / TOPOGRAPHICAL SURVEY OF THIS PARCEL WAS PERFORMED BY CONTROL POINT ON1-21-21.14. REPORTS:A. A GEOTECHNICAL REPORT HAS BEEN PREPARED BY PENNONIB. AN ENVIRONMENTAL ASSESSMENT HAS BEEN PERFORMED BY PENNONIC. NO ACM SURVEY HAS BEEN PERFORMED BY ANY COMPANY15. THE TOTAL ACREAGE OF THE AREA OF THE PROJECT IS ±3.83 ACRESTHE TOTAL DISTURBED ACREAGE OF THE PROJECT IS: ±0.98 ACRES16. THE PROJECT IS LOCATED AT 708 QUAKER ROAD, QUEENSBURY, NEW YORK 1280417. IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED, EITHER ON THECONSTRUCTION DOCUMENTS OR THE FIELD CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEERIMMEDIATELY, AND SHALL NOT COMMENCE OPERATION UNTIL CONFLICTS, DISCREPANCIES, OR OTHERUNSATISFACTORY CONDITIONS ARE RESOLVED.18. ALL PROPOSED PAVEMENT ELEVATION SHOWN (EX. +312.57) ARE PROPOSED ASPHALT OR CONCRETE FINISHGRADE AND NOT TOP OF CURB UNLESS OTHERWISE NOTED.19. ALL STRIPING AND SIGNS SHALL BE IN CONFORMITY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESFOR STREETS AND HIGHWAYS, LATEST EDITION.20. THERE ARE NO WETLANDS OR STATE WATERS WITHIN 200 FEET OF PROJECT SITE. THERE ARE NO IMPAIREDSTREAM SEGMENTS WITHIN ONE MILE OF THE PROJECT SITE.THE PROJECT RECEIVING WATER IS TRIBUTARY OFGLEN FALLS FEEDER CANAL.21. THE PROPERTY SHOWN HEREON IS LOCATED IN FLOOD ZONE "C" AS PER FLOOD INSURANCE RATE MAP FOR TOWNOF QUEENSBURY, NEW YORK AS SHOWN ON PANEL 29 OF 35 ON MAP NUMBER 3608790029B, WITH AN EFFECTIVEDATE OF 7/16/1984. ZONE "C" DENOTES AREAS AREAS OF MINIMAL FLOODING.SHEETOFPrepared for:SURVEY DATE:SERVICES, INC. EMC ENGINEERING SCALE:DATE:PROJECT NO.:SURVEYED BY:CHECKED BY:DESIGNED BY:DRAWN BY:ENVIRONMENTALCIVILMARINE349 Margie Drive, Suite 220Warner Robins, GA 31088Ph: (478) 333-4110Fax: (229) 439-7979warnerrobins@emc-eng.comwww.emc-eng.comALBANY • AUGUSTA • BRUNSWICK • COLUMBUS • GREENVILLE, SCSAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINSDATENO.REVISION DESCRIPTIONEXCELSIORBRIAN HILL BRAU N 1002946/4/21GENERAL NOTES708 QUAKER ROADQUEENSBURY, WARREN COUNTY, NEW YORKTIDAL WAVE AUTO SPASHJ CONSTRUCTION GROUP20-6446JMAJMACP1-21-21RAPN/A6/4/21C2.017-- --- --- --- --- --- --- -PROJECT POINTS OF CONTACTTHE POINT OF CONTACT FOR CIVIL SITE WORK FOR THIS PROJECT IS:ENGINEER OF RECORD:BRIAN H. BRAUN, PEEMC ENGINEERING SERVICES INC.349 MARGIE DRIVE, SUITE 220WARNER ROBINS, GEORGIA 31088PHONE: (478) 333-4110BRIAN_BRAUN@EMC-ENG.COMPROJECT MANAGER:RICHARD A. PERRY, PEEMC ENGINEERING SERVICES, INC.349 MARGIE DRIVE, SUITE 220WARNER ROBINS, GEORGIA 31088PHONE: (478) 333-4110ALEX_PERRY@EMC-ENG.COMDEVELOPER/OWNER :SHJ CONSTRUCTION GROUP124 EAST THOMPSON STREETTHOMASTON, GEORGIA 30286PHONE: 706-647-0414FAX: 706-647-0474MARTIE@SHJCONSTRUCTIONGROUP.COMTWENTY-FOUR HOUR CONTACT RESPONSIBLEFOR EROSION AND SEDIMENT CONTROL:JOHN WELLS706-975-1983BRIAAU N 5' LANDSCAPE BUFFERDEMOEXISTINGLIGHT POLEQUAKER ROAD(COUNTY ROUTE 70) (PUBLIC)BARRETT DRIVEMAP 303.15, BLOCK 1, LOT 12LANDS N/F OFSMART WASH OF S.G.F., LLCB. 5946 P. 272MAP 303.15, BLOCK 1, LOT 13LANDS N/F OFE. JAMES BARRETT &WILLIAM M. BARRETTB. 1209 P. 320MAP 303.15, BLOCK 1, LOT 11LANDS N/F OFGARVEY PARTNERSHIPB. 5351 P. 45MAP 303.15, BLOCK 1, LOT 4LANDS N/F OFSWITCHCO LLCB. 4542 P. 217 (PRIVATE) (SEE NOTE 10 )ACCESSACCESS DIX AVENUE (COUNTY RO U T E 4 2 ) ( P U B L I C ) 10' LAND S C A P E B U F F E R 20' SIDE BUILDING SETBACKLIMITS OF DISTURBANCEDEMOEXISTING PARKINGSTRIPING & SIGNS (TYP.)DEMOEXISTINGE.O.P.DEMO EXISTINGE.O.P.DEMO EXISTINGASPHALTDEMO EXISTING PAY KIOSK& ASSOCIATEDINFRASTRUCTURECONTRACTOR TORELOCATE EX.TRANSFORMERCONTRACTOR TODEMO EXISTINGDUMPSTERDEMO EXISTINGE.O.P.REMOVE EXISTINGLANDSCAPE ROCKS (TYP.)DEMO EXISTINGCURB & BOLLARDSDEMOEXISTINGE.O.P.25' REAR BU I L D I N G S E T B A C K20' SIDE BUILDING SETBACK11111111DEMO EXISTINGASPHALT PAVEMENTLIMITS OF DISTURBANCE10' LANDSCA P E B U F F E R10' LANDSCAPE BUFFER10' LANDSCAPE BUFFER5' LANDSCAPE BUFFER5' LANDSCAPE BUFFER1CONTRACTOR TODEMO EXISTINGPOWER SWITCH& VACUUM PUMPDEMO EXISTINGEDGE OF PAVEMENTCONTRACTOR TODEMO VACUUMS &ASSOCIATED ELECTRICALINFRASTRUCTURECONTRACTOR TORELOCATE EXISTINGHEAT PUMP75' FRONT BUILDINGSETBACKGENERAL NOTES1. CONTROL POINT PERFORMED AN EXISTING CONDITIONS / TOPOGRAPHICAL SURVEY OF THIS PARCEL ON1-21-21 . THERE MAY BE EASEMENTS, SETBACK LINES OR OTHER MATTERS AFFECTING THIS PROPERTYTHAT ARE NOT SHOWN ON THIS SURVEY.2. THERE ARE NO STATE WATERS LOCATED ON OR WITHIN 200' FEET OF SUBJECT PROPERTY.3. THE CONSTRUCTION AREA ULTIMATELY DRAINS TO TRIBUTARY OF GLEN FALLS FEEDER CANAL.4. THE EXISTING SITE IS EXISTING CARWASH.5. THE AREA FOR THIS PROJECT IS ±3.83 ACRES WITH A DISTURBED AREA OF ±0.98 ACRES.6. THE TOWN OF QUEENSBURY SHALL BE NOTIFIED 72 HOURS PRIOR TO BEGINNING WORK AND 24 HOURSPRIOR TO RESUMING WORK AT 518-761-8218.7. ALL CONSTRUCTION MATERIALS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS ANDREQUIREMENTS OF TOWN OF QUEENSBURY. IF NOT OTHERWISE SPECIFIED, ALL MATERIALS ANDCONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NEW YORK DOT STANDARD SPECIFICATIONS FORHIGHWAY CONSTRUCTION (CURRENT EDITION) AND THE NEW YORK DOT STANDARD HIGHWAY DRAWINGS(CURRENT EDITION).HATCH LEGEND:UTILITY NOTES:1. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE-GROUNDSTRUCTURES PROVIDED BY THE SURVEYOR. LOCATIONS OF UNDERGROUND UTILITIES / STRUCTURESMAY VARY FROM LOCATIONS SHOWN HEREON.2. UNDERGROUND UTILITIES / STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADEDURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES / STRUCTURES.3. BEFORE EXCAVATIONS ARE BEGUN, GIVE THREE WORKING DAYS NOTICE TO THE UTILITIES PROTECTIONCENTER AT 811 PRIOR TO ANY EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE LOCATEDAND PROTECTED.DEMOLITION AND EXISTING CONDITIONS NOTES:1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING DEMOLITION AND/ORNEW WORK. NOTIFY ENGINEER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS.2. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BARRIERS & WARNINGS TO LIMIT ACCESS TOPROJECT AREA TO ONLY THOSE PERSONNEL AUTHORIZED BY THE CONTRACTOR. INASMUCH AS AREASADJACENT TO PROJECT AREA WILL MAINTAIN "NORMAL OPERATIONS,"3. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL MEASURES & SHALL MAINTAIN SAFEPASSAGEWAY FOR WORKERS & NON-WORKERS AS REQUIRED ADJACENT TO THE PROJECT SITE.4. ALL ITEMS REMOVED OR DEMOLISHED BY THE CONTRACTOR WHICH ARE NOT LISTED BY THE SPECIALPROVISIONS TO BE TURNED OVER TO THE OWNER SHALL BECOME THE PROPERTY OF THECONTRACTOR & SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY FOR PROPER DISPOSAL.5. DEMOLITION ACTIVITIES ARE NOT EXPECTED TO INCLUDE THE REMOVAL OF HAZARDOUS MATERIALS. INTHE EVENT THAT THAT HAZARDOUS MATERIALS ARE ENCOUNTERED OR SUSPECTED, CONTRACTORSHALL NOTIFY ENGINEER IN WRITING OF THE MATERIAL.6. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES TO SCHEDULE ALL UTILITY& SERVICE INTERRUPTIONS TO OCCUPIED PORTIONS OF THE SITE.7. CONTRACTOR SHALL REMOVE TREES AS INDICATED ON CIVIL PLANS. CONTRACTOR SHALL USE CAUTIONDURING ALL CONSTRUCTION ACTIVITIES TO PROTECT ALL TREES INDICATED TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR ALL SITE CLEAN-UP, CLEARING AND GRUBBING PER SPECIFICATIONS. ALLTREES THAT HAVE A MARKETABLE VALUE SHALL BE SALVAGED. CONTRACTOR SHALL COORDINATE WITHOWNER AS TO THE TREES TO BE RELOCATED OR SOLD8. CONTRACTOR SHALL SAW CUT EXISTING CONCRETE AND ASPHALT PAVEMENTS AT LIMITS OFDEMOLITION TO LEAVE SMOOTH EDGE ON REMAINING CONCRETE/PAVEMENT.FLOODPLAIN NOTESTHE PROPERTY SHOWN HEREON IS LOCATED IN FLOOD ZONE "C" AS PER FLOOD INSURANCE RATE MAP FORTOWN OF QUEENSBURY, NEW YORK AS SHOWN ON PANEL 29 OF 35 ON MAP NUMBER 3608790029B, WITH ANEFFECTIVE DATE OF 7/16/1984. ZONE "C" DENOTES AREAS AREAS OF MINIMAL FLOODING.TREE REMOVALEXISTING ASPHALTSPECIAL NOTES:SAW CUT FOR SMOOTH TRANSITION1SHEETOFPrepared for:SURVEY DATE:SERVICES, INC. EMC ENGINEERING SCALE:DATE:PROJECT NO.:SURVEYED BY:CHECKED BY:DESIGNED BY:DRAWN BY:GRAPHIC SCALE: 1" =0'ENVIRONMENTALCIVILMARINE349 Margie Drive, Suite 220Warner Robins, GA 31088Ph: (478) 333-4110Fax: (229) 439-7979warnerrobins@emc-eng.comwww.emc-eng.comALBANY• AUGUSTA • BRUNSWICK • COLUMBUS • GREENVILLE, SCSAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINSDATENO.REVISION DESCRIPTIONEXCELSIORBRIAN HILL BRAU N 1002946/4/21EXISTING CONDITIONS & DEMOLITION PLAN708 QUAKER ROADQUEENSBURY, WARREN COUNTY, NEW YORKTIDAL WAVE AUTO SPASHJ CONSTRUCTION GROUP20-6446JMAJMACP1-21-21RAP1" = 30' 6/4/21C3.01730' 30' 30' 15'-- --- --- --- --- --- --- -EXISTING ASPHALTTO BE DEMOLISHEDBRIAU N 5' LANDSCAPE BUFFERQUAKER ROAD(COUNTY ROUTE 70) (PUBLIC)BARRETT DRIVEMAP 303.15, BLOCK 1, LOT 13LANDS N/F OFE. JAMES BARRETT &WILLIAM M. BARRETTB. 1209 P. 320MAP 303.15, BLOCK 1, LOT 11LANDS N/F OFGARVEY PARTNERSHIPB. 5351 P. 45MAP 303.15, BLOCK 1, LOT 4LANDS N/F OFSWITCHCO LLCB. 4542 P. 217 (PRIVATE) (SEE NOTE 10 )ACCESSACCESS DIX AVENUE (COUNTY RO U T E 4 2 ) ( P U B L I C ) 10' LAND S C A P E B U F F E R 19'24'3'20'173'15'2624'24'13'13'15'20' SIDE BUILDING SETBACK17.59'10114512129123R35'R75'R96'R100'R100'R1.5'R35'25' REAR BU I L D I N G S E T B A C K20' SIDE BUILDING SETBACK18'R3'N: 1635129.34E: 727135.21N: 1634850.26E: 727019.90N: 1634773.80E: 726999.02N: 1634759.36E: 726881.341218'33.94'R3'R3'R3'R2'R5'R3'R3'R3'24'15'15'19'28'R15'R50'10' LANDSCA P E B U F F E R10' LANDSCAPE BUFFER10' LANDSCAPE BUFFER5' LANDSCAPE BUFFER5' LANDSCAPE BUFFER51.54'14CONTRACTOR TO COORDINATEWITH LOCAL UTILITY PROVIDERON RELOCATION OF ELECTRICALTRANSFORMER2N: 1635004.41E: 727013.89N: 1635149.95E: 727100.6571515'75' FRONT BUILDINGSETBACKR5'R10.5'R3'16R2'15'46.44'N: 1634984.35E: 727047.67EXISTINGTUNNEL13619'11'5'11'620.6'R3'24'SITE LAYOUT AND STAKING NOTES1. IF THE PLANS ARE NOT CLEAR OR DISCREPANCIES OCCUR, THE CONTRACTOR IS TO CONTACT EMCENGINEERING SERVICES, INC AT 229-435-6133 FOR CLARIFICATION IMMEDIATELY.2. ALL NORTHING AND EASTING ARE TO THE FACE OF CURB, EDGE OF BUILDING.3. CONTRACTOR SHALL CAREFULLY EXAMINE ALL DOCUMENTS AND THE CONSTRUCTION SITE TO OBTAINFIRST HAND KNOWLEDGE OF EXISTING CONDITIONS.4. ENTIRE SITE SHALL BE DRESSED TO UNIFORM, WELL DRAINED AND VISUALLY APPEALING SURFACE WITHA MINIMUM TOPSOIL LAYER OF FOUR INCHES.5. ALL STRIPING AND SIGNS SHALL CONFORM WITH THE NEW YORK DEPARTMENT OF TRANSPORTATION ANDTHE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST EDITION. PARKING STALLSTRIPPING TO BE YELLOW WITH BLUE HANDICAPPED STRIPPING6. ALL HANDICAP PARKING SPACES AND ACCESSIBLE ROUTE SHALL CONFORM WITH THE AMERICAN WITHDISABILITY ACT DESIGN GUIDELINES AND SPECIFICATIONS LATEST EDITION.7. DIMENSIONS AND CURVE RADII ARE GIVEN TO FACE OF CURB, WHERE CURB AND GUTTER IS SHOWN.OTHERWISE DIMENSIONS ARE GIVEN TO THE EDGE OF PAVEMENT. CONTRACTOR IS TO COORDINATEWITH THE ARCHITECTURAL PLANS AS TO THE BUILDING LAYOUT AND DIMENSIONSSITE INFORMATION:ADDRESS: 708 QUAKER ROAD, QUEENSBURY, NEW YORK 12804PROPERTY AREA: ±3.83 ACRESPROPERTY ZONING: CI - COMMERCIAL INTENSIVEBUILDING SETBACKS:FRONT: 75'SIDE: 20' MIN; SUM 50'REAR: 25'PARKING NOTE:PARKING REQUIRED:3 STACKING SPACES PER BAY1 BAY X 3 SPACES = 3 SPACE(S)SPECIAL NOTES:HANDICAP RAMP. CONSTRUCT AT 12:1 MAXIMUM SLOPE24" STANDARD CURB & GUTTER24" WIDE WHITE STOP BAR STRIPING4" WIDE YELLOW PARKING STALL STRIPING5" WIDE YELLOW CENTERLINE STRIPINGHANDICAP SIGN AND VAN ACCESSIBLE SIGN (R7-8 & R7-8P) ON BOLLARDHANDICAP STALL STRIPING (BLUE)STOP SIGN - 36"X36" (R1-1)PAY KIOSK (SEE DETAIL)38' X 173' VACUUM CANOPYDUMPSTER ENCLOSURE24" ROLL CURB & GUTTERWHEEL STOPSTOP/GO LIGHTCONTRACTOR TO COORDINATE WITH MEP PLANS ON HEATED MAT PLACEMENTUNDER CONCRETE FOR SNOW MELT AREAS.SNOW STORAGE1234567891011PARKING PROVIDED:26 STANDARD SPACES+ 1 HANDICAPPED SPACES27 TOTAL SPACESSHEETOFPrepared for:SURVEY DATE:SERVICES, INC. EMC ENGINEERING SCALE:DATE:PROJECT NO.:SURVEYED BY:CHECKED BY:DESIGNED BY:DRAWN BY:GRAPHIC SCALE: 1" =0'ENVIRONMENTALCIVILMARINE349 Margie Drive, Suite 220Warner Robins, GA 31088Ph: (478) 333-4110Fax: (229) 439-7979warnerrobins@emc-eng.comwww.emc-eng.comALBANY• AUGUSTA • BRUNSWICK • COLUMBUS • GREENVILLE, SCSAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINSDATENO.REVISION DESCRIPTIONEXCELSIORBRIAN HILL BRAU N 1002946/4/21SITE & STAKING PLAN708 QUAKER ROADQUEENSBURY, WARREN COUNTY, NEW YORKTIDAL WAVE AUTO SPASHJ CONSTRUCTION GROUP20-6446JMAJMACP1-21-21RAP1" = 30' 6/4/21C4.01730' 30' 30' 15'-- --- --- --- --- --- --- -LANDSCAPE SETBACK:FRONT: 10'SIDE: 5', 10' WHEREABUTTING PUBLIC DRIVEREAR: 10'HATCH LEGEND:STANDARD DUTYCONCRETE PAVEMENTCONCRETE SIDEWALK4" HIGH ROLL CURBEXISTING PAVEMENTHEAVY DUTYCONCRETE PAVEMENTPRE VS. POST DEVELOPED AREA:PRE-DEVELOPED AREA: 3.83 AC POST DEVELOPED: 3.83 ACIMPERVIOUS AREA: 2.30 AC IMPERVIOUS AREA: 2.33 ACPERVIOUS AREA: 1.53 AC PERVIOUS AREA: 1.50 ACEXISTING IMPERVIOUS COVERAGE IS : 60%PROPOSED IMPERVIOUS COVERAGE IS: 61%DISTURBED AREA: ±0.98 AC / ±42,500PAVEMENT TO BEMILLED (±0.29 AC)1213141516BRIARAU N 5' LANDSCAPE BUFFERQUAKER ROAD(COUNTY ROUTE 70) (PUBLIC)BARRETT DRIVEMAP 303.15, BLOCK 1, LOT 13LANDS N/F OFE. JAMES BARRETT &WILLIAM M. BARRETTB. 1209 P. 320MAP 303.15, BLOCK 1, LOT 11LANDS N/F OFGARVEY PARTNERSHIPB. 5351 P. 45MAP 303.15, BLOCK 1, LOT 4LANDS N/F OFSWITCHCO LLCB. 4542 P. 217 (PRIVATE) (SEE NOTE 10 )ACCESSACCESS DIX AVENUE (COUNTY RO U T E 4 2 ) ( P U B L I C ) 10' LAND S C A P E B U F F E R 20' SIDE BUILDING SETBACK25' REAR BU I L D I N G S E T B A C K20' SIDE BUILDING SETBACK10' LANDSCA P E B U F F E R10' LANDSCAPE BUFFER10' LANDSCAPE BUFFER5' LANDSCAPE BUFFER5' LANDSCAPE BUFFERCONTRACTOR TO COORDINATEWITH LOCAL UTILITY PROVIDERON RELOCATION OF ELECTRICALTRANSFORMER75' FRONT BUILDINGSETBACK1CONTRACTOR TO INSTALLCONDUIT FROM BUILDINGTO VACUUM CANOPYUTILITY NOTES1. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ONABOVE-GROUND STRUCTURES AND IS APPROXIMATE AND SHOWN FOR INFORMATIONAL PURPOSES ONLY.NO CERTIFICATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE THIS INFORMATION.2. ADDITIONAL BURIED UTILITIES / STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADEDURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES / STRUCTURES.3. BEFORE EXCAVATIONS ARE BEGUN, GIVE THREE WORKING DAYS NOTICE TO THE UTILITIES PROTECTIONCENTER AT 811 OR 1-800-282-7411 PRIOR TO ANY EXCAVATION IN ORDER THAT UNDERGROUND UTILITIESMAY BE LOCATED AND PROTECTED.4. A 10 FOOT HORIZONTAL AND 18 INCH VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN SANITARYSEWER LINES AND ANY WATER OR STORM LINES. WATER OR STORM LINES SHALL BE ABOVE ANYSANITARY LINES.5. MAINTAIN A MINIMUM OF 4' OF COVER ABOVE WATER LINES.6. ALL SANITARY SEWER LINES SHALL HAVE A MINIMUM OF 1% SLOPE UNLESS OTHERWISE NOTED7. FOR ANY WORK IN NEW YORK DOT RIGHT-OF-WAY, AN ENCROACHMENT AND/OR UTILITY PERMIT MAY BEREQUIRED.8. ALL METERS, VALVES, AND BACKFLOW PREVENTORS ARE TO BE IN COMPLIANCE WITH THE TOWN OFQUEENSBURY REQUIREMENTS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FORAPPROVAL.9. ADJUST ALL TOP OF STRUCTURES ELEVATIONS (MANHOLES, CLEANOUTS, VALVE BOXES) TO FINISHGRADE ELEVATIONS.10. ALL SANITARY SEWER WORK MUST BE IN ACCORDANCE WITH THE TOWN OF QUEENSBURY STANDARDSAND SPECIFICATIONS.11. LOCATOR WIRE AND DETECTOR TAPE ARE REQUIRED ON ALL SEWER LINES.SPECIAL NOTES:PVC ELECTRICAL CONDUIT; COORDINATE WITH OWNER FOR EXACT LOCATION AND SIZE.1SHEETOFPrepared for:SURVEY DATE:SERVICES, INC. EMC ENGINEERING SCALE:DATE:PROJECT NO.:SURVEYED BY:CHECKED BY:DESIGNED BY:DRAWN BY:GRAPHIC SCALE: 1" =0'ENVIRONMENTALCIVILMARINE349 Margie Drive, Suite 220Warner Robins, GA 31088Ph: (478) 333-4110Fax: (229) 439-7979warnerrobins@emc-eng.comwww.emc-eng.comALBANY• AUGUSTA • BRUNSWICK • COLUMBUS • GREENVILLE, SCSAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINSDATENO.REVISION DESCRIPTIONEXCELSIORBRIAN HILL BRAU N 1002946/4/21UTILITY PLAN708 QUAKER ROADQUEENSBURY, WARREN COUNTY, NEW YORKTIDAL WAVE AUTO SPASHJ CONSTRUCTION GROUP20-6446JMAJMACP1-21-21RAP1" = 30.0001' 6/4/21C5.01730.0001' 30.0001' 30.0001' 15.0001'-- --- --- --- --- --- --- -SITE INFORMATION:ADDRESS: 708 QUAKER ROAD, QUEENSBURY, NEW YORK 12804PROPERTY AREA: ±3.83 ACRESPROPERTY ZONING: CI - COMMERCIAL INTENSIVEBUILDING SETBACKS:FRONT: 75'SIDE: 20' MIN; SUM 50'REAR: 25'LANDSCAPE SETBACK:FRONT: 10'SIDE: 5', 10' WHEREABUTTING PUBLIC DRIVEREAR: 10'BRIAU N 5' LANDSCAPE BUFFERQUAKER ROAD(COUNTY ROUTE 70) (PUBLIC)BARRETT DRIVEMAP 303.15, BLOCK 1, LOT 13LANDS N/F OFE. JAMES BARRETT &WILLIAM M. BARRETTB. 1209 P. 320MAP 303.15, BLOCK 1, LOT 11LANDS N/F OFGARVEY PARTNERSHIPB. 5351 P. 45MAP 303.15, BLOCK 1, LOT 4LANDS N/F OFSWITCHCO LLCB. 4542 P. 217 (PRIVATE) (SEE NOTE 10 )ACCESSACCESS DIX AVENUE (COUNTY RO U T E 4 2 ) ( P U B L I C ) 10' LAND S C A P E B U F F E R 20' SIDE BUILDING SETBACKLIMITS OF DISTURBANCE25' REAR BU I L D I N G S E T B A C K20' SIDE BUILDING SETBACK3.9%3.4%1.2%1.3%4.4%5.1%3.4%1.7%1.6%3.5%3.5%3.4%2.4%1.7%3.6%1.3%2.1%111111113.2%LIMITS OF DISTURBANCE10' LANDSCA P E B U F F E R10' LANDSCAPE BUFFER10' LANDSCAPE BUFFER5' LANDSCAPE BUFFER5' LANDSCAPE BUFFER10.8%0.6%3.3%3.1%1.7%1.5%1.0%0.4%2.6%2.0%2.9%12211175' FRONT BUILDINGSETBACK329330331332333334333 332331333.70332.85331.45332.00330.80330.70333.28332.75331.45329.20329.20328.27328.59330.16330.46330.97331.17332.50328.96329.33329.92330.14333.02332.90329.40332.80333.35332.25332.70333.05333.60333.40333.20333.60333.40332.30331.10330.90329.65329.41330.30329.12329.00330.55331.50333.00333.30333.33329.10UTILITY NOTES:1. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ONABOVE-GROUND STRUCTURES AND IS APPROXIMATE AND SHOWN FOR INFORMATIONAL PURPOSES ONLY.NO CERTIFICATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE THIS INFORMATION.2. ADDITIONAL BURIED UTILITIES / STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADEDURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES / STRUCTURES.3. BEFORE EXCAVATIONS ARE BEGUN, GIVE THREE WORKING DAYS NOTICE TO THE UTILITIES PROTECTIONCENTER AT 811 OR 1-800-282-7411 PRIOR TO ANY EXCAVATION IN ORDER THAT UNDERGROUND UTILITIESMAY BE LOCATED AND PROTECTED.PAVING, GRADING, AND DRAINAGE NOTES1. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.2. ENTIRE SITE SHALL BE DRESSED TO UNIFORM, WELL DRAINED AND VISUALLY APPEALING SURFACE WITHA MINIMUM TOPSOIL LAYER OF FOUR INCHES.3. MAXIMUM LONGITUDINAL SLOPE ON ALL ACCESSIBLE SIDEWALK SHALL BE 5.00%.4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SITE IS ADA ACCESSIBLE AS REQUIREDBY FEDERAL, STATE AND LOCAL GOVERNMENT.5. FINISH GRADE ELEVATIONS INDICATE TOP OF PAVEMENT / FACE OF CURB UNLESS OTHERWISE NOTED.6. REFER TO DETAILS FOR PAVEMENT TYPICAL SECTION.7. SITE SHALL BE GRADED UNIFORMLY FOR POSITIVE DRAINAGE AS SHOWN FROM THE ELEVATIONS,PROPOSED CONTOURS, AND THE DRAINAGE SLOPE ARROWS.8. MAXIMUM SIDEWALK CROSS SLOPE IS 2%. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5%. MAXIMUMPAVEMENT SLOPE IN HANDICAP PARKING AREA AND AISLE IS 2%. MAXIMUM HANDICAMP RAMP SLOPE IS12H:1V.SPECIAL NOTES:PROVIDE SMOOTH TRANSITION TO TIE INTO EXISTING GRADE AND MATCHEXISTING DRAINAGE PATTERNS TO ENSURE NO PONDING OCCURS.CONTRACTOR TO BRING MANHOLE LIDS TO FINISHED GRADES AND REPLACE WITH TRAFFICRATED LIDS.1SHEETOFPrepared for:SURVEY DATE:SERVICES, INC. EMC ENGINEERING SCALE:DATE:PROJECT NO.:SURVEYED BY:CHECKED BY:DESIGNED BY:DRAWN BY:GRAPHIC SCALE: 1" =0'ENVIRONMENTALCIVILMARINE349 Margie Drive, Suite 220Warner Robins, GA 31088Ph: (478) 333-4110Fax: (229) 439-7979warnerrobins@emc-eng.comwww.emc-eng.comALBANY• AUGUSTA • BRUNSWICK • COLUMBUS • GREENVILLE, SCSAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINSDATENO.REVISION DESCRIPTIONEXCELSIORBRIAN HILL BRAU N 1002946/4/21PAVING, GRADING, & DRAINAGE PLAN708 QUAKER ROADQUEENSBURY, WARREN COUNTY, NEW YORKTIDAL WAVE AUTO SPASHJ CONSTRUCTION GROUP20-6446JMAJMACP1-21-21RAP1" = 30' 6/4/21C6.01730' 30' 30' 15'-- --- --- --- --- --- --- -HATCH LEGEND:STANDARD DUTYCONCRETE PAVEMENTCONCRETE SIDEWALK4" HIGH ROLL CURBHEAVY DUTYCONCRETE PAVEMENT2SPOT GRADE LEGEND:PROPOSEDGRADEEXISTINGGRADE00.00EXISTING PAVEMENTBRIAU N QUAKER ROAD(COUNTY ROUTE 70) (PUBLIC)BARRETT DRIVEMAP 303.15, BLOCK 1, LOT 12LANDS N/F OFSMART WASH OF S.G.F., LLCB. 5946 P. 272MAP 303.15, BLOCK 1, LOT 13LANDS N/F OFE. JAMES BARRETT &WILLIAM M. BARRETTB. 1209 P. 320MAP 303.15, BLOCK 1, LOT 11LANDS N/F OFGARVEY PARTNERSHIPB. 5351 P. 45MAP 303.15, BLOCK 1, LOT 4LANDS N/F OFSWITCHCO LLCB. 4542 P. 217 (PRIVATE) (SEE NOTE 10 )ACCESSACCESS DIX AVENUE (COUNTY RO U T E 4 2 ) ( P U B L I C )PRE-DEVELOPEDBASIN A±3.83 AC5' LANDSCAPE BUFFERQUAKER ROAD(COUNTY ROUTE 70) (PUBLIC)BARRETT DRIVEMAP 303.15, BLOCK 1, LOT 13LANDS N/F OFE. JAMES BARRETT &WILLIAM M. BARRETTB. 1209 P. 320MAP 303.15, BLOCK 1, LOT 11LANDS N/F OFGARVEY PARTNERSHIPB. 5351 P. 45MAP 303.15, BLOCK 1, LOT 4LANDS N/F OFSWITCHCO LLCB. 4542 P. 217 (PRIVATE) (SEE NOTE 10 )ACCESSACCESS DIX AVENUE (COUNTY RO U T E 4 2 ) ( P U B L I C ) 10' LAND S C A P E B U F F E R 20' SIDE BUILDING SETBACK25' REAR BU I L D I N G S E T B A C K20' SIDE BUILDING SETBACK10' LANDSCA P E B U F F E R10' LANDSCAPE BUFFER10' LANDSCAPE BUFFER5' LANDSCAPE BUFFER5' LANDSCAPE BUFFER75' FRONT BUILDINGSETBACKPOST-DEVELOPEDBASIN A±3.83 ACHYDROLOGIC INFORMATION:PRE-DEVELOPEDBASIN A AREA: ±3.83 ACxPRE-DEVELOPED RUN-OFF CURVE NUMBER: 79IMPERVIOUS AREA: ±2.30 ACLANDSCAPED AREA: ±1.53 ACxPRE-DEVELOPED 25YEAR RUN-OFF:10.48 CFSPOST-DEVELOPEDBASIN A AREA: ±3.83 ACxPOST-DEVELOPED RUN-OFF COEFFICIENT: 80IMPERVIOUS AREA: ±2.33 ACLANDSCAPE AREA: ±1.50 ACxPOST-DEVELOPED 25YEAR RUN-OFF: 10.87 CFSDRAINAGE SUMMARYTIDAL WAVE AUTO SPA IS A PROPOSED DEVELOPMENT THAT IS LOCATED AT 708 QUAKER ROAD,QUEENSBURY, NEW YORK 12804. THE TOTAL SIZE OF THE PROJECT IS 3.83 ACRES ACRES. CURRENTLY THEPROJECT AREA CONSISTS OF A 3.83 ACRE PARCEL. THE PRE-DEVELOPMENT CONDITIONS FOR THE SITECONSIST OF ONE DRAINAGE BASINS, BASIN A THAT DRAINS TOWARDS THE SOUTHWEST CORNER OF THEPROPERTY. THE PROPOSED DEVELOPMENT WILL CONSIST OF THE CONSTRUCTION OF A NEW PARKING LOT,VACUUM CANOPY, & ASSOCIATED INFRASTRUCTURE. THE POST DEVELOPMENT CONDITIONS FOR THE SITECONSIST OF THE SAME DRAINAGE BASIN, BASIN A THAT DRAINS TOWARDS THE SOUTHWEST CORNERACROSS THE SITE INTO THE DRAINAGE DITCH.POST DRAINAGE MAPPRE DRAINAGE MAPFLOODPLAIN NOTESTHE PROPERTY SHOWN HEREON IS LOCATED IN FLOOD ZONE "C" AS PER FLOOD INSURANCE RATE MAP FORTOWN OF QUEENSBURY, NEW YORK AS SHOWN ON PANEL 29 OF 35 ON MAP NUMBER 3608790029B, WITH ANEFFECTIVE DATE OF 7/16/1984. ZONE "C" DENOTES AREAS AREAS OF MINIMAL FLOODING.SHEETOFPrepared for:SURVEY DATE:SERVICES, INC. EMC ENGINEERING SCALE:DATE:PROJECT NO.:SURVEYED BY:CHECKED BY:DESIGNED BY:DRAWN BY:GRAPHIC SCALE: 1" =0'ENVIRONMENTALCIVILMARINE349 Margie Drive, Suite 220Warner Robins, GA 31088Ph: (478) 333-4110Fax: (229) 439-7979warnerrobins@emc-eng.comwww.emc-eng.comALBANY• AUGUSTA • BRUNSWICK • COLUMBUS • GREENVILLE, SCSAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINSDATENO.REVISION DESCRIPTIONEXCELSIORBRIAN HILL BRAU N 1002946/4/21HYDROLOGY708 QUAKER ROADQUEENSBURY, WARREN COUNTY, NEW YORKTIDAL WAVE AUTO SPASHJ CONSTRUCTION GROUP20-6446JMAJMACP1-21-21RAP1" = 60' 6/4/21C7.01760' 60' 60' 30'-- --- --- --- --- --- --- -SITE INFORMATION:ADDRESS: 708 QUAKER ROAD, QUEENSBURY, NEW YORK 12804PROPERTY AREA: ±3.83 ACRESPROPERTY ZONING: CI - COMMERCIAL INTENSIVEBUILDING SETBACKS:FRONT: 75'SIDE: 20' MIN; SUM 50'REAR: 25'BRIAAU NNNN 5' LANDSCAPE BUFFERQUAKER ROAD(COUNTY ROUTE 70) (PUBBARRETT DRIVEMAP 303.15, BLOCK 1, LOT 13LANDS N/F OFE. JAMES BARRETT &WILLIAM M. BARRETTB. 1209 P. 320MAP 303.15, BLOCK 1, LOT 11LANDS N/F OFGARVEY PARTNERSHIPB. 5351 P. 45MAP 303.15, BLOCK 1, LOT 4LANDS N/F OFSWITCHCO LLCB. 4542 P. 217 (PRIVATE) (SEE NOTE 10 )ACCESSACCESSDIX AVENUE(COUNTY ROUTE 42) (PUBLIC)10' LANDSCAPE BUFFER20' SIDE BUILDING SETBACK25' REAR BUILDING SETBACK20' SIDE BUILDING SETBACK10' LANDSCAPE BUFFER10' LANDSCAPE BUFFER10' LANDSCAPE BUFFER5' LANDSCAPE BUFFER5' LANDSCAPE BUFFER75' FRONT BUILDINGSETBACK24LMB1AA7IG1AA8IG23LMB9RK1AA3QP25HH30IG13AG3TCL3LIS15JCPROCK3LIS15JCPROCK21HH1AR13AG25LMB1AR3SV40LMB7RK35HH22IG1JS7RP1AR24IG1LIS11AG3QP9AG8RP23JCP1LIS28IG34IG38TC14RP6RP3RP16LMB49JCP1TCL1TCLIRRIGATION NOTES:1. ALL LANDSCAPE AREAS AND LAWNS ADJACENT TO PAVED AREAS AND/OR STREETS ARE TO BE FULLY IRRIGATED.2. IRRIGATION SYSTEM TO INCLUDE ALL SPRAY HEADS, VALVES AND CONTROLLERS.3. A SEPARATE METER AND BACKFLOW PREVENTOR WILL BE REQUIRED (SEE UTILITY PLAN).LANDSCAPE GRADING NOTES:1. CONTRACTOR TO GRADE ALL AREAS ON THE LANDSCAPE PLAN, INCLUDING RIGHT-OF-WAY, HATCHEDFOR SEEDING & SODDING.2. TOP SOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED AND REDISTRIBUTED OVERGRADED AREAS. PROVIDE EROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILES DURINGCONSTRUCTION.3. TILL SOIL TO A DEPTH OF 4" MINIMUM.4. REMOVE ALL ROCKS LARGER THAN 1" MEASURED IN LARGEST DIRECTION.5. GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING.6. ALL GRADED AREAS TO RECEIVE SEED OR SOD, TOP SOIL, STRAW AND WATER UNTIL A HEALTHY STANDOF GRASS IS OBTAINED.LAWN SEEDING AND SODDING NOTES:1. ALL LAWNS FROM FACE OF THE BUILDING AND ON THE SIDE WHERE THERE IS PARKING OR A STREET AREREQUIRED TO BE FULLY SODDED. ALL OTHER LANDSCAPE AREAS TO RECEIVE SEED.2. AREAS TO RECEIVE SEED OR SOD SHALL BE CLEAN OF DEBRIS AND FREE OF WEEDS.3. SEED MIX TO BE DROUGHT TOLERANCE FESCUE OR REGIONAL SPECIFIC BLEND. 14 TO 13 OF THE SEEDMIXTURE TO BE ANNUAL RYE TO AIDE IN LIMITING EROSION OF PERENNIAL SEED DURING GERMINATION.4. STRAW SHALL BE THRESHED STRAW OF HAY, OATS, WHEAT, BARLEY, OR RYE. SPREAD AT A RATE OF 2 1/2TONS PER ACRE. STRAW, NETTING, AND OTHER ANTI-EROSION MATERIALS TO BE REMOVED AFTERESTABLISHED LAWN.5. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER SEEDING. WATER REGULARLY TO KEEP LAWN AREASMOIST TO MAXIMIZE GERMINATION AND MAINTAIN OPTIMUM GROWTH AND SURVIVAL TO ACHIEVE ANACCEPTABLE STAND OF ESTABLISHED LAWN PRIOR TO THE STORE POSSESSION DATE, FREE OF ERODEDOR BARE AREAS.HATCH LEGEND:SODDED AREASSHEETOFPrepared for:SURVEY DATE:SERVICES, INC. EMC ENGINEERING SCALE:DATE:PROJECT NO.:SURVEYED BY:CHECKED BY:DESIGNED BY:DRAWN BY:GRAPHIC SCALE: 1" =0'ENVIRONMENTALCIVILMARINE349 Margie Drive, Suite 220Warner Robins, GA 31088Ph: (478) 333-4110Fax: (229) 439-7979warnerrobins@emc-eng.comwww.emc-eng.comALBANY• AUGUSTA • BRUNSWICK • COLUMBUS • GREENVILLE, SCSAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINSDATENO.REVISION DESCRIPTIONEXCELSIORBRIAN HILL BRAU N 1002946/4/21LANDSCAPE PLAN708 QUAKER ROADQUEENSBURY, WARREN COUNTY, NEW YORKTIDAL WAVE AUTO SPASHJ CONSTRUCTION GROUP20-6446JMAJMACP1-21-21RAP1" = 40' 6/4/21C8.01740' 40' 40' 20'-- --- --- --- --- --- --- -SITE INFORMATION:ADDRESS: 708 QUAKER ROAD, QUEENSBURY, NEW YORK 12804PROPERTY AREA: ±3.83 ACRESPROPERTY ZONING: CI - COMMERCIAL INTENSIVEBUILDING SETBACKS:FRONT: 75'SIDE: 20' MIN; SUM 50'REAR: 25'LANDSCAPE SETBACK:FRONT: 10'SIDE: 5', 10' WHERE ABUTTING PUBLIC DRIVEREAR: 10'LANDSCAPE NOTES:1. ALL DISTURBED AREAS NOT COVERED BY STRUCTURES, PAVING OR LANDSCAPING SHALL BE SODDED.2. ALL PLANT BEDS SHALL BE UNDERLAIN WITH LANDSCAPING FABRIC AND HAVE 3" OF BROWN WOODMULCH WITH EDGING AS REQUIRED.3. ALL SOIL USED FOR PLANTING SHALL CONSIST OF REGIONALLY APPROPRIATE SOILS.4. ALL TREES LOCATED IN SOD AREAS SHALL HAVE A MULCH RING AROUND THEM WITH EDGING ASREQUIRED.5. ALL PLANTINGS SHALL BE THOROUGHLY WATERED BY THE LANDSCAPE CONTRACTOR AT THE TIME OFTHE PLANTINGS.6. THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH AFTER CONSTRUCTION HAS COMPLETED.7. NO LARGE TREES SHALL BE PLANTED WITHIN 10 FEET OF ANY UNDERGROUND UTILITY LINE ORSTORM DRAIN. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO BEGINNING PLANT INSTALLATION. LANDSCAPE ARCHITECT TO APPROVE ALL REVISIONS TO PLANT LOCATIONS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY UTILITY LINES DAMAGED DURING PLANTING.8. SEE DETAILS ON THIS SHEET FOR SHRUB AND TREE INSTALLATION.9. TOP SOIL SHALL BE ADDED TO WITHIN 1" OF TOP OF CURB / EDGE OF PAVEMENT10. AN UNDERGROUND IRRIGATION SYSTEM, SHALL BE INSTALLED AND SHALL COMPLY WITH ALL TOWN OFQUEENSBURY CODES AND REGULATIONS AND ALSO COMPLY WITH THE LATEST NATIONAL ELECTRICCODE RULES FOR ALL ELECTRIC WORKS AND MATERIALS.11. GUARANTEE:THE CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND PLANT MATERIAL TO BE FREE OF DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE OF THE PROJECT. CONTRACTOR SHALL REPLACE ANY PLANT MATERIAL FOUND TO BE DEFECTIVE WITHIN THE PERIOD OF GUARANTEE AT NO COST TO THE OWNER, EXCEPT REPAIRS OR REPLACEMENT NECESSITATED BY DAMAGE BY OTHERS OR DIEBACK DUE TO INSUFFICIENT IRRIGATION/WATERING SCHEDULE.12. CONTRACTOR TO INSTALL LANDSCAPING AROUND SIGN IN ACCORDANCE WITH APPROVED SIGNAGE PACKAGE.SHRUB PLANTINGTREE PLANTINGLANDSCAPING LEGENDPROPOSED PLANT TYPE DIVISIONSPROPOSED GROUND COVERPROPOSED PLANT QUANTITIESPROPOSED SMALL SHRUBPROPOSED MED SHRUBPROPOSED LARGE TREE1IVPLANT SCHEDULEITEM SCIENTIFIC NAME COMMON NAMEQTYSIZE SPACING NOTESGROUNDCOVERHH HEMEROCALLIS HYBRIDA EVERGREEN DAYLILY811 GAL. 2' OC YELLOWJCP JUNIPERUS CHINENSIS 'PARSONII' PARSON'S JUNIPER1021 GAL. 3' OC -LMB LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LIRIOPE1281 GAL. 2' OC -TC TAXUS CUSPIDATA 'EMERALD SPREADER'DWARF JAP. YEW 381 GAL. 2' OC -SHRUBSAA AMELANCHIER ARBOREA DOWNY SERVICEBERRY33 GAL. 4' OC -AG ABELIA GRANDIFLORA 'EDWARD GOUCHER' ABELIA463 GAL. 4' OC -IG ILEX BLABRA INKBERRY 'GEM BOX'1533 GAL. 3' OC -JS JUNIPERUS x 'JN SELECT BLUE' 'STAR POWER' JUNIPER 1 7 GAL. 5' OC -RK ROSA KNOCKOUT KNOCKOUT ROSE16 3 GAL.3' OCDBL PINKRP RHODODENDRON 'PJM' RHODODENDRON38 3 GAL.3' OC -SV SYRINGA VULGARIS COMMON LILAC37 GAL. AS SHOWN -TREESAR ACER RUBRUM 'OCTOBER GLORY'RED MAPLE 3 2.5-3" CAL.AS SHOWN -LISLAGERSTROEMIA INDICA 'SIOUX'CRAPE MYRTLE 81-1.5" CAL (8-10' HT)AS SHOWN2-3 STEMQP QUERCUS PHELLOSWILLOW OAK6 2.5-3" CALAS SHOWN-TCLTILIA CORDATALITTLE LEAF LINDEN 5 2.5-3" CALAS SHOWN-LANDSCAPE CALCULATIONS:- PARKING LOT: 17,000 SF x 5% = 850 SF LANDSCAPE AREA REQUIREDLANDSCAPE AREA > 850 SF PROVIDED- 1 SHADE TREE / 15 SPACES = 1 REQUIRED2 TREES PROVIDED- LANDSCAPE STRIP ALONG PUBLIC STREETS: 1 TREE / 250 SF = 2 STREET TREES REQUIRED2 STREET TREES PROVIDED BRIARAU NNNNN CONCRETE SIDEWALK DETAILNOT TO SCALENOTES:1. ALL CONSTRUCTION SHALL CONFORM TO LOCAL SPECIFICATIONS.2. ADA COMPLIANT HANDICAP RAMPS SHALL BE INSTALLED AT EACH INTERSECTION ORDESIGNATED CROSSWALK LOCATION AND MUST MEET OR EXCEED THE MOST CURRENT ADASTANDARDS AND THE LOCAL AUTHORITY'S SPECIFICATIONS AT THE TIME OF CONSTRUCTION.3. CONTRACTOR TO INSTALL 1/2" WIDE AND 1/4" DEEP TOOLED JOINT EVERY 5 FEET OR AS SHOWNON THE PLAN. CONTRACTOR IS TO INSTALL 1/2" PRE-MOLDED EXPANSION JOINT MATERIALTHAT IS TRIM FLUSH WITH CONCRETE TOP EVERY 30' FEET, BETWEEN CONCRETE POURS OR ASSHOWN ON THE PLANS.4. ALL SIDEWALKS SHALL MEET ADA STANDARDS.FORMER OR SAWED CONTRACTIONJOINT, 3/4" DEEP. SPACED AT5' INTERVALS.PLAN VIEWAS PER PLANS5'-0"(TYPICAL)SLOPE2% MAX.CROSS INSTALL 1/2" EXPANSIONJOINT EVERY 30 FT. FORMEDOR SAWCUT 1" DEEPMEDIUM BROOM FINISHCURB TAPERNOT TO SCALE2'TRANSITIONROLL CURB24" STANDARD CURB AND GUTTERNOT TO SCALE2"12"6"6"1'-6"3" R2'- 0"5"3"2" RSLOPE 1" PER FT.NOTES:1. PITCHED GUTTER TO BE USED IN ALL CASES WHERE PAVEMENT IS SLOPED AWAY FROM CURB.2. CURB AND GUTTER IS TO BE CONSTRUCTED IN 10 FOOT LENGTHS.3. 1/2" EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 50 FEET AT THE ENDSAND MID POINTS OF RETURNS, AND AT ANY POINT WHERE NEW CURB AND GUTTER ABUT OTHERCONCRETE STRUCTURES.4. 5' LONG TRANSITIONS SHALL BE PROVIDED BETWEEN NORMAL GUTTER ADN PITCHED GUTTERUNLESS OTHERWISE NOTED ON THE PLANS.5. 30" CURB AND GUTTER TO BE USED IN DOT PAVING SECTIONS.6. TRANSITION ALL 30" CURB AND GUTTER TO 24" INSIDE RADII OF TURNS.TYPE B-24"TYPE A-24"12"2"PITCHED6"STANDARD1'-6"6"SLOPE 1" PER FT.2" R3" R3"5"2'- 0"NOT TO SCALEINTEGRAL CURB AND SIDEWALK DETAIL3"3"6"REINFORCED CONCRETESIDEWALK (SEE STANDARDDUTY CONCRETE DETAIL)1" RADIUS3"3"6"18"7'-0"HANDICAP SIGN DETAILNOT TO SCALESTRIPING 45° ANGLE 2'SPACING PARALLEL4"X 6 MIL, DRY TRAFFIC PAINT PPG INDUSTRIES"TRAFFIC AND ZONE MARKING PAINT 11 LINE",GLIDDEN, "TRAFFIC ZONE PAINT", BENJAMINE MOORE"IRON CLAD SAFETY ZONE PAINT" OR EQUAL.COLOR:HANDICAP - BLUESTANDARD - WHITEHANDICAP PARKINGSIGN (TYPICAL)11'5'HANDICAP PARKING STRIPING DETAILNOT TO SCALE19'11'PAVEMENTEMBEDDED IN#4 BARS, 12" LONG (2)EACH ENDBARS 12" FROM2 HOLES FOR #4LONG2 - #3 BARS, 6`-6"45°STRIPEPAINTED4" WHITESTALLPARKINGCENTERLINE2'AA6'5"2"1"PLANSECTION A-AWHEEL STOP DETAILNOT TO SCALEBOLLARD DETAILNOT TO SCALEGRADECRUSHED STONESAND, GRAVEL, ORENCASEMENTCONCRETECOVERED WITHSTEEL PIPE6" SCH. 40W/CONCRETEFILL PIPE6"6"1"4" MIN.3'-0"4'-0"7'-0"YELLOWCOVERSHEETOFPrepared for:SURVEY DATE:SERVICES, INC. EMC ENGINEERING SCALE:DATE:PROJECT NO.:SURVEYED BY:CHECKED BY:DESIGNED BY:DRAWN BY:ENVIRONMENTALCIVILMARINE349 Margie Drive, Suite 220Warner Robins, GA 31088Ph: (478) 333-4110Fax: (229) 439-7979warnerrobins@emc-eng.comwww.emc-eng.comALBANY • AUGUSTA • BRUNSWICK • COLUMBUS • GREENVILLE, SCSAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINSDATENO.REVISION DESCRIPTIONEXCELSIORBRIAN HILL BRAU N 1002946/4/21CONSTRUCTION DETAILS708 QUAKER ROADQUEENSBURY, WARREN COUNTY, NEW YORKTIDAL WAVE AUTO SPASHJ CONSTRUCTION GROUP20-6446JMAJMACP1-21-21RAPN/A6/4/21C9.017---------------------24" ROLLED CURB DETAILNOT TO SCALE3"2'-0"6"1'-0"1'-0"MATCH SLOPEOF PAVEMENTSTREET PAVEMENTFLUME DETAIL (TYP.)NOT TO SCALE3'2'R2'R2'12"2"2'- 0"6"2" R3" R3"5"3'- 0"MINIMUM OF 1% SLOPE; SEE SHEETC-07 FOR SPECIFIC SLOPES/ GRADES12"2"6"2" R3" R3"5"PLAN VIEWCROSS SECTION VIEWNOTE:1. EXACT EXP. JOINT AND SAW CUT SPACING SHALL BE PROVIDED BYCONTRACTOR ON A LAYOUT PLAN AND APPROVED BY THE ENGINEER4,000 PSI - SEE TABLE FOR LOADAASHTO #57 CLEAN STONE1/2"COMPACTED EARTH FILLCONC. WALK1/2" RADIUS EACH SIDE (TYP.)1/2"CONTROL JOINT1/2"1/2" RADIUS EACH SIDE (TYP.)CONC. WALKCOMPACTED EARTH FILLEXPANSION JOINTPRE-MOLDEDEXPANSIONJOINT FILLERCONSTRUCTIONJOINT WHEREREQ'D.CONCRETE PAVEMENT SECTION DETAILNOT TO SCALELOADTHICKNESS (IN)REINFORCMENT MLIGHT DUTY(PARKING AREA)5" - 4,000 PSINONE4.0" STONE SUBBASE(AASHTO #57 CLEANSTONE)STANDARD DUTY5.5" - 4,000 PSINONE4.0" STONE SUBBASE(AASHTO #57 CLEANSTONE)HEAVY DUTY(TRACTOR TRAILER)6" - 4,000 PSINONE4.0" STONE SUBBASE(AASHTO #57 CLEANSTONE)VARIES(SEE TABLE)BRIANRRRRRRRRRRRRAU NNNNNNNNNNNNNNNNNNNNNNNNNN SHEETOFPrepared for:SURVEY DATE:SERVICES, INC. EMC ENGINEERING SCALE:DATE:PROJECT NO.:SURVEYED BY:CHECKED BY:DESIGNED BY:DRAWN BY:ENVIRONMENTALCIVILMARINE349 Margie Drive, Suite 220Warner Robins, GA 31088Ph: (478) 333-4110Fax: (229) 439-7979warnerrobins@emc-eng.comwww.emc-eng.comALBANY • AUGUSTA • BRUNSWICK • COLUMBUS • GREENVILLE, SCSAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINSDATENO.REVISION DESCRIPTIONEXCELSIORBRIAN HILL BRAU N 1002946/4/21CONSTRUCTION DETAILS708 QUAKER ROADQUEENSBURY, WARREN COUNTY, NEW YORKTIDAL WAVE AUTO SPASHJ CONSTRUCTION GROUP20-6446JMAJMACP1-21-21RAPN/A6/4/21C9.117-- --- --- --- --- --- --- -TRAFFIC RATED MANHOLE LID DETAIL (NYDOT-655-06)NOT TO SCALEBRIAU N SHEETOFPrepared for:SURVEY DATE:SERVICES, INC. EMC ENGINEERING SCALE:DATE:PROJECT NO.:SURVEYED BY:CHECKED BY:DESIGNED BY:DRAWN BY:ENVIRONMENTALCIVILMARINE349 Margie Drive, Suite 220Warner Robins, GA 31088Ph: (478) 333-4110Fax: (229) 439-7979warnerrobins@emc-eng.comwww.emc-eng.comALBANY • AUGUSTA • BRUNSWICK • COLUMBUS • GREENVILLE, SCSAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINSDATENO.REVISION DESCRIPTIONEXCELSIORBRIAN HILL BRAU N 1002946/4/21CONSTRUCTION DETAILS708 QUAKER ROADQUEENSBURY, WARREN COUNTY, NEW YORKTIDAL WAVE AUTO SPASHJ CONSTRUCTION GROUP20-6446JMAJMACP1-21-21RAPN/A6/4/21C9.217-- --- --- --- --- --- --- -COVERED WITHSTEEL PIPE6" SCH. 40BROWNCOVER (GRAINGER ITEM #12L098 - SEE1"5'-0"22"22"RAISED CURBTYP.7'-0"WASH EXIT LIGHTWASH EXIT SIGN6"6"17"43"2' 6"2' 6" X 2' 6" CONCRETERAISED CURBTYP.17"21 1/2"SIDE VIEWPLAN VIEW12" THICK SLABNOT TO SCALESTOP / GO LIGHT DETAIL2' 6"TYP. BOLLARD DETAIL)NOTE: LOADING PLATFORM IS A SET OF STAIRS TO ALLOW EMPLOYEES TO EMPTY THE TRASHCAN INTO THE TOP OF THE DUMPSTER. THE DUMPSTER AND PLATFORM ARE INSIDE THEENCLOSURE. SIDES OF INCLOSURE ARE THE SAME MATERIAL AS OTHER SIDES SHOWN.THERE IS NO ROOF ON THE DUMPSTER ENCLOSURE.LOADINGPLATFORMDUMPSTERALL GATES & DOORS TO BEPAINTED PER APPROVED SIGNAGEPACKAGE, COORDINATE WITHALYSON FORD (706-975-2508)16'8'4'10'5'-4"10'-8"8'NOT TO SCALEDUMPSTER ENCLOSURE DETAIL16'8'PLAN VIEWFRONT ELEVATIONREAR ELEVATIONWATER RECLAIM SYSTEM DETAILTYPICAL LAYOUTTANK #11b121A1B368291472B2A13aTANK #254TANK #3ABOVE GROUND PLUMBINGUNDERGROUND ELECTRICALABOVE GROUND ELECTRICAL1110CENTER TRENCH17"26"86"TANK #1ATANK #2ATANK #37"24"12"b41223126"138"713a6412"32"8"32"NOT TO SCALETANK #4TANK #1BTANK #2BNOTES:- ACTUAL TANK DIMENSIONS MAY VARY.- PLUMBING SHOULD BE PLACED AS SHOWNREGARDLESS OF WHAT TANKS ARE USED.- ALL PIPES MUST BE SET BELOW FROST LINE.- SUCTION LINES MUST BE SCH 80 PVC.- DO NOT INSTALL SCREENS ON FOOT VALVE.- CONSULT ENGINEER FOR ELEVATIONS.- 1 PIECE TANK IS REQUIRED- MATCH TANK ELEVATION AS SHOWN.TANK #1 - 1A UNDERFLOW - 1B PRIMARY SETTLEMENTTANK #2 - SECONDARY SETTLEMENT W./ BAFFLETANK #3 - PROCESS TANKTANK #4 - OIL AND WATER SEPARATOR PER MUNICIPALSPECIFICATIONS3' FROM WASHENTRANCE, 16"BELOW ANGLEIRONMECHANICALROOMERS-100èControlBoxcd151 - 2" SCH 80 PVC PIPE - UNDERFLOW DISCHARGE - TOTANK 1A2 - 6" SCH 40 PVC PIPE - EXTERNAL CROSSOVER - FROMTANK 1B TO TANK 2A3 - TWO 6" SCH 40 PVC PIPES - CENTER TRENCH - TOTANK 1B4 - 4" OR 6" SCH 40 PVC PIPE - OVERFLOW FROM TANK2B TO TANK 35 - 6" SCH 40 PVC PIPE - EXTERNAL CROSSOVER - FROMTANK 2B TO TANK 36 - 3" SCH 80 PVC PIPE - FILTER PUMP SUCTION LINE -FROM TANK 3 *SHOULD HAVE SLIGHT FALL TO RISER.INSTALL 90° AS HIGH AS POSSIBLE ON RISER TOALLOW FOR EASY MAINTENANCE.*7 - 3" SCH 80 PVC PIPE - SPARE SUCTION LINE - FROMTANK 3 *COMPLETE PLUMBING ON SPARE SUCTIONLINE. UNION & FOOT VALVE SAME AS PRIMARY (6).SHOULD HAVE SLIGHT FALL TO RISER. INSTALL 90°AS HIGH AS POSSIBLE ON RISER TO ALLOW FOREASY MAINTENANCE.*8 - 4" OR 6" SCH 40 PVC PIPE - AQUAPREP DISCHARGE -SPLIT TO TANK 39 - 4" OR 6" SCH 40 PVC PIPE - AQUAPREP DISCHARGE -SPLIT TO CENTER TRENCH12 - 6" SCH 40 PVC PIPE - INTERNAL CROSSOVER - FROMTANK 1A TO TANK 1B13 - 6" SCH 40 PVC PIPE - INTERNAL CROSSOVER - FROMTANK 2A TO TANK 2B15 - 6" SCH 40 PVC PIPE - TIRE SHINE DRAIN TO TANK 416 - 6" SCH 40 PVC PIPE - EXTERNAL CROSSOVER FROMTANK 3 TO TANK 417 - PIPE TO SANITARY SEWER1710 - 2" PIPE - RECLAIM WATER OUTLET - FROM ERS TO CAR WASH EQUIPMENT11 - 2" PIPE - FRESH WATER INLET - FROM CITY WATER SOURCE TO ERS14 - 2" SCH 80 PVC PIPE - AQUAPREP DISCHARGE TEE' D W./ BALL VALVESA - 1" PVC CONDUIT - LOW WATER PROTECTION FLOAT SWITCH (FS-2) - TANK 3TO MECHANICAL ROOMB - 1" PVC CONDUIT - FOR FUTURE USE - TANK 2B TO MECHANICAL ROOMC - 3 PHASE POWER IN L1-L2-L3D - 120 VAC CONTROL CIRCUIT FEED16TANK #4171/2"DROP1/2"DROP15 & 16(IF FOOT VALVE ISRAISED, THE FLOATSWITCH ALSO NEEDSTO BE RAISED)KEEP A 10" DISTANCEBETWEEN THEM!TANKSTYPICAL 1,500 GAL. PRECAST CONCRETEUNDERGROUND PLUMBING6"FLOOR1/2"DROP1/2 TANKTYP.1/2 TANKTYP.21" 8"FOOT VALVELOW WATERPROTECTIONFLOAT SWITCH(FS-2) -LOCATE18" FROMBOTTOM OFFLOAT WEIGHT6" Typ.Thickness3" TYP.AIR GAP20" 6"1" PVC CONDUIT FROMJUNCTION BOX IN MANWAYPVCUNIONSIDEVIEW72"EXIT525812"WALL12"PENETRATIONSTHROUGH CONCRETERISERS WITHSTEEL LIDSCONTRACTORTO SLOPE 1%FROM WASH1%NOT TO SCALEFRONT WHEEL PULL ENTRANCE DETAILPLAN VIEWELEVATION VIEWEDGE OF SLABSLOPESLOPE 3/16" SLOPE / LF3/16" SLOPE / LF1/8" SLOPE / LFBOTTOM OF TRENCHCENTER OF CARWASHEQUIPMENTCENTER OFCONVEYOROUTSIDE FACEOF CARWASHCOLUMNNOTE: PROVIDE 12' MIN. LONGCONCRETE APPROACH SLAB.COORDINATE WITH EQUIPMENTMANUFACTURER3" PVC DRAIN FROMCORRELATOR PIT TOCONVEYOR PIT1'NOT TO SCALEFRONT WHEEL PULL EXIT DETAIL (TYPICAL)15'PLAN VIEWELEVATION VIEW15'2.0" : 15' SLOPE(@1.11%)OUTSIDEFACE OFCARWASHCOLUMNCONTRACTOR TO TIEINTO PROPOSED GRADE2.0" : 15'SLOPE(@1.11%)CARWASHBUILDINGCONTRACTORTO TIE INTOPROPOSEDGRADE100.00 FFE100.00 FFE99.6599.851.0'CONVEYOR99.9167 FFE99.9167 FFEFLAT CONTRACTOR TO PROVIDESMOOTH TRANSITION"NO HUMP"99.751.8" : 15'SLOPE(@1.00%)4.2" : 15'SLOPE(@2.33%)NOT TO SCALEISLAND / LOOP DETAIL2'TSS CANOPYFACE OF CURB9'FACE OF CURBVENEEROTT1.83'6'2.25'3.75'2.5'20'4'RADIAL POINT3'20'6'RADIAL POINT5'MENU BOARDGATE11'XPTCENTEREDINSPACEEDGEOFGUTTERTSSCANOPYXPTCENTEREDIN SPACEFASTPASSREADER3'3'0.50'0.50'12.5"(TO XPT STAND)2'SENSOR LOOP 3aSENSOR LOOP 1bSENSOR LOOP 1aLOOPS 2' WIDETYP.2'0.50'SENSOR LOOP 3b0.50'6" STANDARDCURB & GUTTER8'SENSOR LOOP 2a4.5'SENSOR LOOP 2b8'2.5'LOOPS 2' WIDETYP.4.5'12.5"(TO XPT STAND)0.75'2.5'BRIARAU NNNNNNNNNNN