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20231004 3376 Broadway Treehouse Site Plan Civil Drawings 2024 02 02
WETLAND "A"AREA=0.53 ACRESWETLAND "A"AREA=0.53 ACRESWETLAND "A"AREA=0.53 ACREST5'DRAWING SHEET INDEXREVISIONSREVDATECOMMENTDRAWN BYCHECKED BY12REVISION 2 -01/19/2024CLIENT COMMENTSSGSW02/02/2024CITY COMMENTSSGVR02/02/2024PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FOR\\BOHLERENG.NET\SHARES\MA-PROJECTS\2023\NYB230191.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\NYB230191.00-SPPD-0A----->LAYOUT: C-101 COVRSG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:NYB230191SAG/AKDSRW11/30/2023NYB230191.00-SPPD-0APROPOSED SITEPLAN DOCUMENTSTHBC NY, LLCPROPOSEDDEVELOPMENTSEC. 178.00 - BLK - PARCEL 15SOUTH BROADWAYCITY OF SARATOGA SPRINGSSARATOGA COUNTY, NEW YORKISSUED FOR PERMITALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER17 COMPUTER DRIVE WESTALBANY, NY 12205Phone:(518) 438-9900Fax: (518) 438-0900www.BohlerEngineering.comUSGS MAPSCALE: 1" = 200'SITE MAPSCALE: 1" = 1,000'SOURCE: SARATOGA SPRINGS QUADRANGLEPREPARED BYWESC-101COVERSHEETWESSOUT H B R O A D W A Y GC-RGATEWAY COMMERCIAL - RURAL"SARATOGA HONDA"BOUNDARY & TOPOGRAPHIC SURVEY:AUSFELD & WALDRUFF LAND SURVEYORS, LLP323 CLINTON STREET, SCHENECTADY, NYDATE: OCTOBER 6, 2023GEOTECHNICAL INVESTIGATION REPORT:WHITESTONE500 CANAL VIEW BOULEVARD, ROCHESTER, NYDATE: OCTOBER 25,2023ARCHITECTURAL PLAN:BERGMEYER51 SLEEPER STREET, BOSTON, MADATE: OCTOBER 27, 2023TRAFFIC PLAN:GTS CONSULTING1396 WHITE BRIDGE RD, CHITTENANGO NYDATE: NOVEMBER 2023* THE ABOVE REFERENCED DOCUMENTS AREINCORPORATED BY REFERENCE AS PART OF THESEPLANS, HOWEVER, BOHLER ENGINEERING DOES NOTCERTIFY THE ACCURACY OF THE WORK REFERENCEDOR DERIVED FROM THESE DOCUMENTS, BY OTHERS.REFERENCESPROPOSED SITE PLANDOCUMENTSTHBC NY, LLCPROPOSEDMICROPRODUCTION BREWERYLOCATION OF SITE:3376 SOUTH BROADWAY, CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORKMAP #178, BLOCK #2, LOT #15FORSHEET INDEXSHEET TITLENUMBERCOVER SHEETC-101GENERAL NOTES SHEETC-102DEMOLITION PLANC-201SITE LAYOUT PLANC-301GRADING & DRAINAGE PLANC-401UTILITY PLANC-501SOIL EROSION & SEDIMENT CONTROL PLANC-601SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILSC-602LIGHTING PLANC-703DETAILS SHEETC-901DETAILS SHEETC-902DETAILS SHEETC-903MATERIALS PLANL-200LANDSCAPE PLANL-300PLANTING DETAILSL-500SURFACE DETAILSL-501AMENITY DETAILSL-502REFERENCE PLANSALTA / NSPS LAND TITLE SURVEY1 SHEETSGC-RGATEWAY COMMERCIAL - RURAL"HOMEWOOD SUITES HOTEL"GC-RGATEWAY COMMERCIAL - RURALPROP. BUILDING(±19,950 SF)PROP. PAVILION (±3,550 SF)PROGRESS PRINTST A T E OF NEW YORKV I SHAL RAI104641LICENSED PROFESSIONAL E N GINEER REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY12REVISION 2 -01/19/2024CLIENT COMMENTSSGSW02/02/2024CITY COMMENTSSGVR02/02/2024PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FOR\\BOHLERENG.NET\SHARES\MA-PROJECTS\2023\NYB230191.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\NYB230191.00-SPPD-0A----->LAYOUT: C-102 NOTESG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:NYB230191SAG/AKDSRW11/30/2023NYB230191.00-SPPD-0APROPOSED SITEPLAN DOCUMENTSTHBC NY, LLCPROPOSEDDEVELOPMENTSEC. 178.00 - BLK - PARCEL 15SOUTH BROADWAYCITY OF SARATOGA SPRINGSSARATOGA COUNTY, NEW YORKISSUED FOR PERMITALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER17 COMPUTER DRIVE WESTALBANY, NY 12205Phone:(518) 438-9900Fax: (518) 438-0900www.BohlerEngineering.comREFER TO EROSION AND SEDIMENTCONTROL NOTES & DETAILS SHEET FORTYPICAL EROSION NOTES AND DETAILSREFER TO LANDSCAPE NOTES &DETAILS SHEET FOR TYPICALLANDSCAPE NOTES AND DETAILSREFER TO LIGHTING PLAN FOR TYPICALLIGHTING NOTES AND TABLESREFER TO SITE LAYOUT PLAN FORZONING ANALYSIS TABLE AND LANDUSE / ZONING INFORMATION & NOTESGENERAL DEMOLITION NOTES(REV. 1/2023)1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THEGENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIRENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES.2.THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THEAPPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN ORADJACENT TO THE RIGHT-OF-WAY.3.WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFICCONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS.4.THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDINGITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN.4.1.THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTALWORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS.4.2.THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES ANDPROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USEDMUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THECONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THECONTRACTOR AND THE PUBLIC.5.THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTINGSTRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUSTREPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'SREPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTORMUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE.6.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITHTHE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETYAND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME.7.THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OFBARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OFCONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION INSUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA.8.PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONSCONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLESAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCHCONCERNS MUST BE CONVEYED TO THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMSRESPONDED TO, BY THE PROFESSIONAL OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCEWITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES,REQUIREMENTS, STATUTES, ORDINANCES AND CODES.9.THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALLCOORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUSTPROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/ORABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES,STATUTES, LAWS, ORDINANCES AND CODES.10.PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST:10.1.OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE PROFESSIONAL OF RECORD AND ALL PUBLIC AGENCIESWITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK.10.2.NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESSHOURS PRIOR TO THE COMMENCEMENT OF WORK.10.3.INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTILSITE IS STABILIZED10.4.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, INADVANCE OF ANY EXCAVATION.10.5.LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER,TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE ANDCOMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES.10.6.PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITIONACTIVITIES.10.7.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OFSERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOTTHE PROFESSIONAL OF RECORD'S OR BOHLER RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITYENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED ANDABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS.10.8.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ONWEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BEPERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER.10.9.IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANSAND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREAOF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER, PROFESSIONAL OF RECORD AND BOHLER, THE DISCOVERY OFSUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME.11.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OROTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANSAND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER.12.DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFICWRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION.13.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BEACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUSTBE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUSTOCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHEDSURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMITSUCH REPORTS AND RESULTS TO THE PROFESSIONAL OF RECORD AND THE OWNER.14.EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIREDGOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUSTENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, ANDLOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATIONTESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE.15.IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNEDUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENTSTRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR ISRESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST.16.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OFEXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLICRIGHT-OF-WAY.17.THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONEDIN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNERAND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST.18.THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITHFEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING,CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST.19.THE CONTRACTOR MUST LOCATE AND CLEARLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICESYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEINGREMOVED/RELOCATED DURING SITE ACTIVITY.20.CONTRACTOR SHALL FIELD LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IF REQUIRED, DIG EXPLORATORY TEST PITS TO CONFIRMEXACT LOCATION AND DEPTH OF UTILITIES. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER WITH ANY CONFLICTS AS NEEDED TO COORDINATEFINAL LOCATION OF ALL PROPOSED IMPROVEMENTS.21.CONTRACTOR SHALL INSPECT ALL EXISTING UTILITY STRUCTURES THAT ARE TO REMAIN FOR THE PROJECTS RE-USE TO VERIFY SUITABILITY FORSAME. IF STRUCTURES CAN NOT BE REUSED THEN THE CONTRACTOR SHALL PROVIDE A NEW STRUCTURE. THE CONTRACTOR SHALL COORDINATESUCH WORK WITH THE APPLICABLE UTILITY PROVIDER.22.CONTRACTOR TO REMOVE ANY BUILDING FOUNDATION REMAINS OR ASSOCIATED IMPROVEMENTS, DELETERIOUS MATERIALS, AND/OR DEBRIS THATIMPEDE THE WORK SHOWN ON THESE PLANS.23.THE CONTRACTOR SHALL REVIEW THE PLANS VERSUS THE LOCATION OF EXISTING STRUCTURES, UTILITIES AND APPURTENANCES IN THE FIELD TOCONFIRM ACCURACY OF SAME AND VERIFY ITEMS TO BE REMOVED. THE CONTRACTOR SHALL CARRY COSTS FOR REMOVAL OF ANY EXISTINGSTRUCTURES, APPURTENANCES, AND UNDERGROUND UTILITIES, INCLUDING BUT NOT LIMITED TO, DRAIN, WATER, SEWER, STEAM, IRRIGATION, GAS,TELECOM AND ELECTRIC.24.THE CONTRACTOR SHALL MAINTAIN, ADJUST OR ABANDON EXISTING MONITORING WELLS IN ACCORDANCE WITH THE DIRECTION OF THEENVIRONMENTAL CONSULTANT (TYP.)25.WHERE THE LIMIT OF WORK COINCIDES WITH PROPERTY LINE, TREE LINE, PROPOSED SAWCUT OR COMBINATION THEREOF IT IS SHOWN ADJACENTTO THESE FEATURES FOR GRAPHICAL CLARITY.26.EXISTING TREES TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION UNLESS CLEARLY INDICATED OTHERWISE. REASONABLE CARE ANDCAUTION SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT DAMAGE AND SELECTIVE PRUNING MAY BE REQUIRED TO ENSURE THAT TREES DONOT CONFLICT WITH THE DEVELOPMENT.27.CONTRACTOR SHALL REPAIR/REPLACE ANY TRAFFIC LOOP DETECTORS THAT ARE DAMAGED DURING CONSTRUCTION WITHIN EXISTING ORPROPOSED RIGHTS OF WAYS. ANY SUCH WORK SHALL BE PERFORMED BY A LICENSED / DOT APPROVED SIGNAL CONTRACTOR. ANY DAMAGEDLOOPS OR OTHER SIGNAL EQUIPMENT SHALL BE REPAIRED IMMEDIATELY AFTER THE WORK IS COMPLETE. THE SIGNAL CONTRACTOR SHALL BEAVAILABLE TO MAKE ANY TEMPORARY SIGNAL CHANGES IF REQUESTED BY DOT AND/OR THE MUNICIPALITY.28.THE CONTRACTOR MUST FIELD VERIFY THE LOCATIONS WHERE PROPOSED UTILITIES CROSS EXISTING UNDERGROUND UTILITIES BY USING A TESTPIT TO DETERMINE THE EXACT SIZE, DEPTH AND LOCATION, PRIOR TO COMMENCEMENT OF CONSTRUCTION.29.CONTRACTOR SHALL LOCATE ANY EXISTING UTILITY SERVICES THAT ARE TO BE TERMINATED AT THE EXISTING MAIN AND/OR PROPERTY LINE. THESESERVICES ARE TO BE TERMINATED IN ACCORDANCE WITH MUNICIPAL / STATE TRANSPORTATION DEPARTMENT REQUIREMENTS.GENERAL DRAINAGE & UTILITY NOTES(REV. 1/2023)1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THEGENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIRENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES.2.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRMTHOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTORMUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THEFIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TOTHE PROFESSIONAL OF RECORD AND BOHLER.3.THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER,ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER ISGREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TOLOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICHOCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALLCOSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4.THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PITTO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION.5.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OFSAME BASED UPON FINAL ARCHITECTURAL PLANS. 6.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITYCONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINETHE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOIDCONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALLIMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHERAPPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITYTIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS ANDTHE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFYTHE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME.7.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONSPROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANYSPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITHAPPLICABLE REQUIREMENTS AND SPECIFICATIONS. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCHBACKFILL OR FOR COMPACTION REQUIREMENTS8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGHRECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUSTCAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BEKEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THECOMPLETION OF WORK.9.THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORMSYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTORMUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME.10.FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITYCOMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS.11.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTORMUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION.12.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSEDFINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES,LAWS, ORDINANCES AND CODES.13.THE CONTRACTOR'S PRICE FOR WATER AND SEWER SERVICE INSTALLATIONS MUST INCLUDE ALL FEES, COSTS, AND APPURTENANCES REQUIRED BYTHE UTILITY PROVIDER (AND OTHER AGENCIES HAVING JURISDICTION OVER THE WORK) TO PROVIDE FULL AND COMPLETE WORKING SERVICE,INCLUDING (BUT NOT LIMITED TO) NECESSARY FEES, TESTING, DISINFECTING, INSPECTIONS, ROAD OPENING & BACKFILL REQUIREMENTS, TRAFFICCONTROL AND SURETY BONDS AS DEFINED BY THE PROVIDER (AND OTHER AGENCIES HAVING JURISDICTION OVER THE WORK).14.ALL WORK ASSOCIATED WITH UTILITY POLES, OVERHEAD WIRES AND ANY/ALL APPURTENANCES SHALL BE COORDINATED BY THE GC WITH THELOCAL UTILITY COMPANIES PRIOR TO THE ORDERING OF ANY MATERIALS. THIS MAY INCLUDE BUT IS NOT LIMITED TO THE REMOVAL, INSTALLATION,RELOCATION OR PROTECTION OF ANY BRACING, GUY WIRES, OVERHEAD WIRES, ETC. AS MAY BE REQUIRED TO ACCOMMODATE THE PROJECT.15.SEWERS CONVEYING SANITARY FLOW, OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEETHORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST, AT A MINIMUM, BE IN SEPARATE TRENCHES WITH THE AT LEAST18 INCHES OF VERTICAL SEPARATION FROM THE BOTTOM OF THE WATER MAIN TO THE TOP OF THE SEWER LINE. WHERE APPROPRIATE SEPARATIONFROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USINGMECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OFSEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDERA SANITARY SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SANITARY SEWER MUST BE PROVIDED. ALL CROSSINGS SHALL BE IN ACCORDANCEWITH JURISDICTIONAL PERMITTING/UTILITY AUTHORITIES REGULATIONS.16.WHEN THESE PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL UTILITYSERVICES, INCLUDING BUT NOT LIMITED TO STORM, SANITARY, UTILITIES, AND IRRIGATION LINES, TO A POINT AT LEAST FIVE (5) FEET BEYOND THEPAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR MUST CAP ENDS OF INSTALLED UTILITIES AS APPROPRIATE, MARKUTILITY ENDS WITH MAGNETIC TRACER TAPE, MARK TERMINUS LOCATIONS WITH A 2X4 STAKE, AND MUST NOTE THE LOCATION OF ALL UTILITYSTUBS ON A CLEAN COPY OF THE PLAN. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVERTO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST.17.STORM AND SANITARY PIPE LENGTHS INDICATED ARE NOMINAL AND ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTUREUNLESS INDICATED ON THE PLANS OTHERWISE.18.UNLESS INDICATED OTHERWISE, ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC., MUST BE INSTALLEDUNDERGROUND. ALL NEW UTILITY SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY SERVICE PROVIDER INSTALLATIONSPECIFICATIONS AND STANDARDS.19.SANITARY PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE CLEARLY INDICATED OTHERWISE. SANITARY LATERAL(S) MUST BE PVCSDR 26 UNLESS CLEARLY INDICATED OTHERWISE.20.UNLESS CLEARLY INDICATED OTHERWISE, ALL STORM PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT/SOIL TIGHT JOINTS.WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M252 FOR PIPES 4" TO 10" AND TOAASHTO M294 FOR PIPES 12" TO 60" AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT/SOIL TIGHT JOINT. PIPEFOR ROOF DRAIN CONNECTION MUST BE SDR 26 PVC OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. HDPE PIPE JOINT GASKETS MUST BEPROVIDED AND CONFORM TO ASTM F477. DRAIN PIPE INSTALLED WITH OVER TEN (10) FEET OVER COVER AND/OR IN HIGH GROUNDWATERCONDITIONS SHALL BE SANITITE HP POLYPROPYLENE PIPE (PP), OR APPROVED EQUIVALENT.21.UNLESS CLEARLY INDICATED OTHERWISE ALL SANITARY PIPE MUST BE:21.1.FOR PIPES LESS THAN 12 FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 35 PER ASTM D3034.21.2.FOR PIPES GREATER THAN 12 FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 26 PER ASTM D3034.21.3.UNLESS LOCAL OR STATE BUILDING / PLUMBING CODE CLEARLY SPECIFIES DIFFERENTLY, SANITARY LATERALS MUST BE PVC SDR 26.21.4.FOR ALL UTILITY PIPING (INCLUDING DRAIN) WITHIN 10 FT OF A BUILDING, PIPE MATERIAL SHALL COMPLY WITH APPLICABLE LOCAL OR STATEBUILDING AND PLUMBING CODES. CONTRACTOR SHALL REFER TO PLUMBING ENGINEERING PLANS AND VERIFY PIPE MATERIAL WITH LOCALOFFICIAL PRIOR TO ORDERING OF MATERIALS.21.5.CONTRACTOR SHALL VERIFY THE CONNECTION OF EXTERIOR PIPING TO ANY FIXTURES (SUCH AS AN EXTERIOR GREASE INTERCEPTOR) OROTHER DRAINAGE SYSTEMS WITH LOCAL OFFICIALS FOR COMPLIANCE WITH APPLICABLE LOCAL OR STATE BUILDING AND PLUMBING CODESPRIOR TO ORDERING OF MATERIALS.22.WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER COMPANY. IN THEABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE ANDAPPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION.23.GAS METERS MUST BE PROTECTED AS REQUIRED BY THE JURISDICTIONAL GAS PROVIDER.GENERAL GRADING NOTES(REV. 1/2023)1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THEGENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIRENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES.2.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THEGEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE AGEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADINGWORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTIONOVER THIS PROJECT.3.THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES ANDDISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE PROFESSIONAL OF RECORD, BOHLER AND THE OWNER PRIOR TOTHE CONTRACTOR COMMENCING ANY WORK.4.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TOCOMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BEIDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING.5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THEGEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICALREPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIEDGEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS ANDSUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS,SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES,LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, ORASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OROWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THEGEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUSTCOMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCESAND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATESTEDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.6.IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKESPRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANYDISCREPANCY(IES) AND/OR CONFLICT(S).7.THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TOBACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS.8.PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE PAVEMENT GRADE UNLESS OTHERWISE NOTED.9.THE CONTRACTOR MUST CONFIRM AND ENSURE THAT AS CONSTRUCTED IMPROVEMENTS CREATE THE FOLLOWING MINIMUM SLOPES (EXCEPTWHERE ADA REQUIREMENTS LIMIT THEM): 1.0% ON ALL CONCRETE SURFACES, 1.5% ON ASPHALT SURFACES, 1.5% IN LANDSCAPED AREAS AND 0.75%SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS TO PROVIDE POSITIVE DRAINAGE.10.WHERE RETAINING WALLS ARE IDENTIFIED ON THE PLANS, TOP AND BOTTOM OF WALL ELEVATIONS (TW & BW) REPRESENT THE PROPOSED FINISHEDGRADE AT THE FACE OF THE TOP AND BOTTOM OF THE WALL AND DO NOT REPRESENT THE ELEVATION OF THE PROPOSED WALL (INCLUDING THECAP UNIT OR FOOTING). WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THECONTRACTOR OR WALL DESIGNER, AND MUST BE SET BASED UPON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATEPROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. THE CONTRACTOR MUST ENSURE THAT THERE ARE NO UTILITIES ONTHE PASSIVE SIDE OF THE RETAINING WALL. NO EXCAVATION MAY BE PERFORMED ON THE PASSIVE SIDE OF THE RETAINING WALL WITHOUTAPPROPRIATELY AND SAFELY SUPPORTING THE WALL IN ACCORDANCE WITH THE STANDARD OF CARE AND ALL APPLICABLE RULES, REGULATIONS,CODES, ORDINANCES, LAWS AND STATUTES.11.MSE OR GRAVITY BLOCK WALLS SHALL BE CONSTRUCTED SUCH THAT UPON COMPLETION OF CONSTRUCTION THERE IS NO UNFINISHED SURFACEOR LIFTING RINGS VISIBLE (E.G. USE OF FINISHED TOP BLOCK OR CAP STONES)12.STORMWATER RUNOFF WITHIN PROPERTY MUST BE COLLECTED ON-SITE WITH NO OVERLAND RUNOFF ONTO THE RIGHT-OF-WAY OR ADJACENTPROPERTIES TO THE MAXIMUM EXTENT POSSIBLE OR IN THE MANNER SHOWN ON THE CONSTRUCTION DRAWINGS. STORMWATER RUNOFF ONTOADJACENT PROPERTIES SHALL BE CONTROLLED AS TO NOT ADVERSELY IMPACT SAID PROPERTIES.13.BEFORE COMMENCING GRADING WORK, CONTRACTOR SHALL SUBMIT SAMPLES OF ALL NATIVE AND IMPORTED MATERIALS WITH THEIR INTENDEDFOR STRUCTURAL USES TO THE GEOTECHNICAL ENGINEER OF RECORD.14.REFER TO GENERAL NOTES SHEET FOR ADDITIONAL ADA GUIDELINES AND REQUIREMENTS.15.FOR ALL RETAINING WALLS (CT USE 3, ALL OTHER OFFICES USE 4) FEET OR GREATER IN HEIGHT:15.1.THE OWNER OR THE OWNER'S CONTRACTOR IS TO PROVIDE A SITE-SPECIFIC RETAINING WALL DESIGN PREPARED BY THE APPROPRIATEPROFESSIONAL LICENSED (E.G. STRUCTURAL ENGINEER) IN THE STATE WHERE THE CONSTRUCTION OCCURS. SOIL TYPES, WATER TABLEELEVATION, EXISTING & PROPOSED SURROUNDING IMPROVEMENTS/CONDITIONS (INCLUDING BUT NOT LIMITED TO SLOPES, DRIVE AISLES,ROADS, FENCING, GUIDERAILS, UTILITIES, DRAINAGE FACILITIES, STRUCTURES, FOUNDATIONS), LIVE LOADS AND OTHER SITE AMENITIES THATCOULD HAVE AN INFLUENCE OR IMPACT ON THE RETAINING WALL(S) CONSTRUCTABILITY AND/OR LONGEVITY SHALL BE CONSIDERED ANDINCORPORATED INTO THE RETAINING WALL DESIGN AS WELL AS THE GLOBAL STABILITY ANALYSIS.15.2.PEER REVIEW AND GLOBAL STABILITY ANALYSIS OF THE RETAINING WALL DESIGN MUST BE COMPLETED BY THE OWNER'S GEOTECHNICALENGINEER TO CERTIFY THE DESIGN MEETS INDUSTRY STANDARDS FOR FACTOR OF SAFETY. SOIL TYPES, WATER TABLE ELEVATION ANDDESIGN PROPERTIES AS NOTED ABOVE SHALL BE FIELD CONFIRMED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO WALLCONSTRUCTION.16.CONTRACTOR SHALL INSTALL CONCRETE CURB ALONG FACE OF BUILDING / WALL AS SHOWN TO PROVIDE CONSISTENT WIDTH ALONG LENGTH OFPROPOSED ACCESSIBLE RAMP AND RAMP LANDING TO MEET ADA/AAB REQUIREMENTS.17.CONTRACTOR SHALL REVIEW RETAINING WALL LOCATIONS VERSUS APPLICABLE STATE AND LOCAL CODES AND PROVIDE FALL PROTECTION (E.G.FENCING OR RAILING) IN ACCORDANCE WITH SAID CODE.18.CONTRACTOR SHALL COORDINATE WITH OWNER/OPERATOR TO REVIEW EXISTING DEPRESSIONS WITHIN EXISTING PAVEMENT AREAS TO REMAINAND SHALL CONFIRM THAT THE SCOPE OF WORK SHALL PROVIDE POSITIVE DRAINAGE BY FIXING ANY EXISTING AREAS OF PONDING.19.BEFORE COMMENCING GRADING WORK, CONTRACTOR SHALL SUBMIT SAMPLES OF ALL NATIVE AND IMPORTED MATERIALS WITH THEIR INTENDEDFOR STRUCTURAL USES TO THE GEOTECHNICAL ENGINEER OF RECORD.GENERAL SITE NOTES(REV. 1/2020)1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THEGENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIRENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES.2.PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN ANDIN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHINGONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY.3.ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS ANDTHE LIKE.4.THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR ISSOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THEENTITY WITH JURISDICTION OVER THE PROJECT.5.ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTYLINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTEDCLEARLY OTHERWISE.6.WHEN APPLICABLE, OWNER/ OPERATOR MUST FILE THE NOI FOR NPDES PERMITS AT APPROPRIATE AND/OR REQUIRED TIMEFRAMES BASED UPONTHE DESIRED START OF CONSTRUCTION. LAND DISTURBING ACTIVITIES MUST NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVEDFROM GOVERNING AUTHORITIES (INCLUDING STORMWATER POLLUTION PREVENTION PLAN). THE CONTRACTOR MUST STRICTLY ADHERE TO THEAPPROVED SWPPP PLAN DURING CONSTRUCTION OPERATIONS (IF PROVIDED).7.ALL CONCRETE MUST BE AIR ENTRAINED AND INCLUDE THE MINIMUM COMPRESSIVE STRENGTH OF JURISDICTIONAL STANDARD PSI AT 28 DAYS (OR4,000 PSI) UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT.8.THE CONTRACTOR MUST FILE SITE SIGNAGE APPLICATION OR PERMIT UNDER SEPARATE APPLICATION UNLESS DONE SO AS PART OFJURISDICTIONAL PERMITTING PROCEDURES.9.THE CONTRACTOR MUST REPAIR OR REPLACE, AT THE CONTRACTOR'S SOLE COST AND EXPENSE, ALL SIDEWALKS, CURBS, PAVEMENT MARKINGS,AND PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES WHETHER SPECIFIED ON THIS PLAN OR NOT.10.WORK WITHIN THE RIGHT-OF-WAY MUST BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS AND STANDARDS OF THEDEPARTMENT OF PUBLIC WORKS, ENGINEERING DEPARTMENT, HIGHWAY DIVISION, AND/OR STATE DOT HIGHWAY DEPARTMENT.11.WHERE RETAINING WALLS ARE IDENTIFIED ON THE PLANS, TOP AND BOTTOM OF WALL WIDTHS DO NOT REPRESENT THE ACTUAL WIDTH OF THEPROPOSED WALL, RATHER THEY ARE AN ASSUMPTION BASED ON WALL TYPE AND WALL HEIGHT. WALL FOOTINGS AND /OR FOUNDATIONS ARE NOTIDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR OR WALL DESIGNER, AND MUST BE SET BASED UPON FINALSTRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTIONOCCURS. THE CONTRACTOR MUST ENSURE THAT AN APPROPRIATELY LICENSED PROFESSIONAL DESIGNS ALL WALLS SHOWN HEREON AND PRIORTO CONSTRUCTION. REFER TO GRADING NOTES REGARDING RETAINING WALL DESIGN.12.CONTRACTOR IS CAUTIONED OF EXISTING UTILITY SERVICES TO REMAIN IN PROXIMITY TO PROPOSED BOLLARDS AND SIGNS. CONTRACTOR SHALLPROVIDE FIELD MODIFICATION LOCATIONS OF BOLLARDS AND BOLLARDS WITH SIGNAGE AS NEEDED TO AVOID CONFLICTS WITH EXISTING UTILITYSERVICES TO REMAIN.ADA INSTRUCTIONS TO CONTRACTOR(REV. 1/2023)1.ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF:(A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B)ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERECOMPLETED.2.THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRYGUIDELINES.3.THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLEROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIANACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES ANDREQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:3.1.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.3.2.PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THEGOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH.THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLEPATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGSMUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT ASLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED.3.3.ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OFACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANYDIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES.3.4.ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%)SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHENTHERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%).3.5.DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THISLANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NOFEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVEDOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE).3.6.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLECOMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN.NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, INRARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANYDISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORECOMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THEBARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES.3.7.THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCEEXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, INWRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACENON-CONFORMING CONCRETE AND/OR PAVEMENT SURFACES.4.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCALBUILDING CODE PRIOR TO COMMENCING CONSTRUCTION.SEWER PIPEEXISTINGPROPOSEDSEWER FORCE MAINEXISTINGPROPOSEDELECTRICEXISTINGPROPOSEDTELECOMMUNICATIONSEXISTINGPROPOSEDCABLE TVEXISTINGPROPOSEDGASEXISTINGPROPOSEDWATEREXISTINGPROPOSEDTYPICAL LINE TYPE LEGENDPROPERTY LINEEXISTINGPROPOSEDADJACENT PROPERTYLINEEXISTINGPROPOSEDRIGHT-OF-WAY LINEEXISTINGPROPOSEDSETBACK OR BUFFEREXISTINGPROPOSEDEASEMENT LINEEXISTINGPROPOSEDWETLAND BOUNDARYEXISTINGPROPOSEDWETLAND BUFFEREXISTINGPROPOSEDWATER WAY BOUNDARYEXISTINGPROPOSEDWATERWAY BUFFEREXISTINGPROPOSEDWETLAND OR WATERWAYFLAGEXISTINGRIGHT-OF-WAY CENTEROR BASE LINEEXISTINGPROPOSEDAPPROX. LIMIT OF WORKOR DISTURBANCEEXISTINGPROPOSEDAPPROX. SAWCUT LINEEXISTINGPROPOSEDTREE LINEEXISTINGPROPOSEDSURFACE ORSUBSURFACE BASINEXISTINGPROPOSEDOVERHEAD WIRESEXISTINGPROPOSEDCURBINGEXISTINGPROPOSED CC/BCC MONOLITHIC VGC SGC TRANS/FLUSH CCBFENCE OR RAILINGEXISTINGPROPOSED CHAIN LINK STOCKADE RAILINGRETAINING WALLEXISTINGPROPOSEDCONTOURSEXISTINGPROPOSEDSWALEEXISTINGPROPOSEDBERMEXISTINGPROPOSEDRIDGEEXISTINGPROPOSEDDRAIN PIPEEXISTINGPROPOSED4950OHOHOHSSLFMFMFMEEETTTCCCGGGWWWABBREVIATIONSKEYDESCRIPTIONAG / ABVGABOVE GROUNDARCHARCHITECTBCBACK OF CURBBCCBITUMINOUS CONCRETE CURBBMBENCHMARKBOCBOTTOM OF CURBBWBOTTOM OF WALLBLDGBUILDINGCCCONCRETE CURBCCBCAPE COD BERMCONC.CONCRETEDECDECORATIVE°DEGREEDEPDEPRESSEDØ / DIADIAMETERDMHDRAIN MANHOLEDIPDUCTILE IRON PIPEECCEXTRUDED CONCRETE CURBEOPEDGE OF PAVEMENTELEVELEVATIONEXIST.EXISTINGFFFINISH FLOORFFEFINISH FLOOR ELEVATIONGCGENERAL CONTRACTORGRTGRATEHDPEHIGH DENSITY POLYETHYLENE PIPEHPHIGH POINTINTINTERSECTIONINVINVERTL.S.A.LANDSCAPE AREALODLIMIT OF DISTURBANCELOWLIMIT OF WORKLFLINEAR FOOT / FEETLPLOW POINTMAXMAXIMUMMEPMECHANICAL, ELECTRICAL,PLUMBINGMEMEET OR MATCH EXISTINGMINMINIMUMNo. / #NUMBER±PLUS OR MINUSPCPOINT OF CURVATUREPIPOINT OF INTERSECTIONPTPOINT OF TANGENCYPVIPOINT OF VERTICAL INTERSECTIONPVCPOLYVINYL CHLORIDE PIPEPROP.PROPOSEDRRADIUS OR RADIIRCPREINFORCED CONCRETE PIPER.O.W.RIGHT-OF-WAYSANSANITARYSMHSEWER MANHOLESSLOPESFSQUARE FOOTSGCSLOPED GRANITE CURBSTASTATIONSTMSTORMTBRTO BE REMOVEDTBR/RTO BE REMOVED AND REPLACEDTCTOP OF CURBTWTOP OF WALLTPFTREE PROTECTION FENCETRANSTRANSITIONTYP.TYPICALUG / UNDGUNDERGROUNDV.I.F.VERIFY IN FIELDVGCVERTICAL GRANITE CURBWWIDTHC-102GENERALNOTESSHEETGENERAL NOTES(REV. 1/2023)1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING AND LANDSCAPEARCHITECTURE NY, PLLC (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE PROFESSIONAL OF RECORD AND BOHLER PREPARED THESEPLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITECONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.2.THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUSTENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THEREQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONALNOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THEDRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OFCONSTRUCTION.3.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE PROFESSIONAL OF RECORD AND BOHLER THATTHE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION.THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY.4.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEENOBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THECONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSOCONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS ANDAPPROVALS ON SITE AT ALL TIMES.5.THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS ANDCONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS ANDSTANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THECONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME.6.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THEMOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL,ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER,ARCHITECT AND PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXISTBETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS.7.CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACTLOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS.8.THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OFCONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS,DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THECONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ONTHESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING THE PROFESSIONAL OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B)PROFESSIONAL OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCHADDITIONAL WORK.9.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THEDRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THEGENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENTOF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THECONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS.10.THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIREDFOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTHTHEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORESTRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT ANDRECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THEPROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICALREPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED,THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERALLAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT.12.THE PROFESSIONAL OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NOLIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIREDDURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TOASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED ATCONTRACTOR'S SOLE COST AND EXPENSE.14.THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC.WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLEFOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES,BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONEINVOLVED WITH THE PROJECT. 15.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESSSOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE,AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES,TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17.THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTYDURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEARALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THECONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUNDACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEWOR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTERTHAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES,REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTORMUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THESTART OF CONSTRUCTION.18.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FORJOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE PROFESSIONAL OF RECORD AND BOHLER HAVE NOT BEENRETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF THE PROFESSIONAL OF RECORD'S ANDBOHLER SERVICES AS RELATED TO THE PROJECT. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORTANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME.19.THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER, ANY DISCREPANCIES THAT MAY ORCOULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTIONWITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THECONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS,INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANYTHIRD PARTY AND FIRST PARTY CLAIMS. 20.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'SFAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IFTHE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES ANDTHE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLDTHE PROFESSIONAL OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT THE PROFESSIONAL OFRECORD AND BOHLER SUFFER AND ANY AND ALL COSTS THAT THE PROFESSIONAL OF RECORD AND BOHLER INCUR AS RELATED TO SAME.21.ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'SCOMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALLUMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTUREOWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES,AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TOPROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONSASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE ORCERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWALOF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTERALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENTPERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS,DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES,AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS,PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION,LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAYCONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALLCLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY THE PROFESSIONAL OF RECORD, IN WRITING, AT LEAST THIRTY (30) DAYSPRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER.22.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES,GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ONTHESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELYRESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS,OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES,SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLERPARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES ORPROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THECONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITHJURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANYRESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH ANDSAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY,DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THECONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THECONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCEAS DESCRIBED ABOVE.24.WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW ORTAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA,WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGNINTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/ORTECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLERESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWINGREVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM ORLIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOTRESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELYBRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIALSUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25.IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRSTOBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN THE PROFESSIONALOF RECORD'S AND BOHLER SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANYWORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALLCOMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THEPROFESSIONAL OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS'FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26.THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITHFEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COSTFOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTSIN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOTRESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVEALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFYAND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT THE PROFESSIONALOF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TOAPPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OFTHE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONSTO SAME.29.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCYWITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. THE PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOROR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30.THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITHMANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TODO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD THEPROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS ANDCOSTS THAT THE PROFESSIONAL OF RECORD INCURS AS A RESULT OF SAID FAILURE.31.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THEENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE ISDISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUSTENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITEDTO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER,THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF THEWORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH ISTHE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTEDPROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANYNATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. PROGRESS PRINTST A T E OF NEW YORKV I SHAL RAI104641LICENSED PROFESSIONAL E N GINEER SOUTH BROADWAYU.S. ROUTE 9 LANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22N 12°46'59" E 501.66'S 85°46'00" E 610.83'N 10°13'59" E 7 3 . 9 6 'N 86°12'05" E 170.93'N 86°41'18" E 107.94'S 11°54'18" W 6 1 7 . 3 5 'N 85°30'00" W 887.00'WETLAND "A"AREA=0.53 ACRESAREA: 10.682 ACRESSOUTH BROADWAYU.S. ROUTE 9 LANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22N 12°46'59" E 501.66'S 85°46'00" E 610.83'N 10°13'59" E 7 3 . 9 6 'N 86°12'05" E 170.93'N 86°41'18" E 107.94'S 11°54'18" W 6 1 7 . 3 5 'N 85°30'00" W 887.00'WETLAND "A"AREA=0.53 ACRESAREA: 10.682 ACRESSOUTH BROADWAYU.S. ROUTE 9 LANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22N 12°46'59" E 501.66'S 85°46'00" E 610.83'N 10°13'59" E 7 3 . 9 6 'N 86°12'05" E 170.93'N 86°41'18" E 107.94'S 11°54'18" W 6 1 7 . 3 5 'N 85°30'00" W 887.00'WETLAND "A"AREA=0.53 ACRESAREA: 10.682 ACRES=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: HOMEWOOD SUITES=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: SARATOGA HONDA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: VACANTEXIST CULVERT (TBR)(TBR)EXIST 24" CULVERT (TO BEREPLACED) (SEE SHEETC-401 FOR DETAILS)(TBR)(TBR)(TBR)(TBR)(TBR)(TBR)(TBR)(TBR)(TBR)(TBR)(TBR)(TBR)(TBR)(TBR)(TBR)(TBR)(TBR)(TBR)(TBR)EXIST CULVERT(TBR)(TO REMAIN)GC TO COORDINATE WITH UTILITYCOMPANY TO ENSURE OVERHEAD LINESARE A MINIMUM OF 14' ABOVE FINISHEDGRADE.(TBR)PROP TREELINE (TYP)(TBR)EXIST. TREELINE (TBR)LIMIT OF TREELINE REMOVALLIMIT OF TREELINE REMOVALLIMIT OF TREELINE REMOVALPROP TREELINE (TYP)PROP TREELINE (TYP)EXIST. TREELINE (TBR)EXIST. TREELINE (TBR)EXIST. TREELINE (TBR)AREA TO BE CLEAREDAND GRUBBED (TYP)- TOPSOIL TO BESTOCKPILED ON SITEEXIST PAVEMENTSTRIPING (TBR) (TYP)LIMIT OF PAVEMENTREMOVALLIMIT OF PAVEMENTREMOVALEXIST. VEGETATION (TBR)GC TO COORDINATE WITH UTILITYCOMPANY TO ENSURE OVERHEAD LINESARE A MINIMUM OF 14' ABOVE FINISHEDGRADE.EXIST WATER AND GASLINES TO REMAIN AND BEPROTECTED THROUGHOUTCONSTRUCTIONEXIST ACCESS DRIVE (TBR)EXIST ACCESS DRIVE (TOBE MODIFIED)EXIST CURB (TBR)EXIST TREELINE (TO REMAIN) (TYP)EXIST TREELINE (TO REMAIN) (TYP)EXIST TREELINE (TO REMAIN) (TYP)EXIST TREELINE (TO REMAIN) (TYP)EXIST SANITARY LINES TOREMAIN AND BEPROTECTED THROUGHOUTCONSTRUCTIONPROP SAWCUT LINE (TYP)PROP SAWCUT LINE (TYP)EXIST EDGE OFPAVEMENT (TBR) (TYP)PROP LIMIT OFDISTURBANCE (TYP)PROP LIMIT OFDISTURBANCE (TYP)PROP LIMIT OFDISTURBANCE (TYP)PROP LIMIT OFDISTURBANCE (TYP)PROP LIMIT OFDISTURBANCE (TYP)LIMIT OF TREELINE REMOVALLIMIT OF TREELINE REMOVALEXIST TREELINE (TO REMAIN) (TYP)LIMIT OF PAVEMENTREMOVALAREA TO BE CLEAREDAND GRUBBED (TYP)- TOPSOIL TO BESTOCKPILED ON SITEAREA TO BE CLEAREDAND GRUBBED (TYP)- TOPSOIL TO BESTOCKPILED ON SITEREVISIONSREVDATECOMMENTDRAWN BYCHECKED BY12REVISION 2 -01/19/2024CLIENT COMMENTSSGSW02/02/2024CITY COMMENTSSGVR02/02/2024PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FOR\\BOHLERENG.NET\SHARES\MA-PROJECTS\2023\NYB230191.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\NYB230191.00-SPPD-0A----->LAYOUT: C-201 DEMOSG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:NYB230191SAG/AKDSRW11/30/2023NYB230191.00-SPPD-0APROPOSED SITEPLAN DOCUMENTSTHBC NY, LLCPROPOSEDDEVELOPMENTSEC. 178.00 - BLK - PARCEL 15SOUTH BROADWAYCITY OF SARATOGA SPRINGSSARATOGA COUNTY, NEW YORKISSUED FOR PERMITALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER17 COMPUTER DRIVE WESTALBANY, NY 12205Phone:(518) 438-9900Fax: (518) 438-0900www.BohlerEngineering.comREFER TO GENERAL NOTES SHEET FORDEMOLITION NOTESTHIS PLAN TO BE UTILIZED FORDEMOLITION/ REMOVALPURPOSES ONLY1"=40'040102040DEMOLITIONPLANC-201WESPROGRESS PRINTST A T E OF NEW YORKV I SHAL RAI104641LICENSED PROFESSIONAL E N GINEER SOUTH BROADWAYU.S. ROUTE 9 LANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22N 12°46'59" E 501.66'S 85°46'00" E 610.83'N 10°13'59" E 7 3 . 9 6 'N 86°12'05" E 170.93'N 86°41'18" E 107.94'S 11°54'18" W 6 1 7 . 3 5 'N 85°30'00" W 887.00'WETLAND "A"AREA=0.53 ACRESSOUTH BROADWAYU.S. ROUTE 9 LANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22N 12°46'59" E 501.66'S 85°46'00" E 610.83'N 10°13'59" E 7 3 . 9 6 'N 86°12'05" E 170.93'N 86°41'18" E 107.94'S 11°54'18" W 6 1 7 . 3 5 'N 85°30'00" W 887.00'WETLAND "A"AREA=0.53 ACRESSOUTH BROADWAYU.S. ROUTE 9 LANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22N 12°46'59" E 501.66'S 85°46'00" E 610.83'N 10°13'59" E 7 3 . 9 6 'N 86°12'05" E 170.93'N 86°41'18" E 107.94'S 11°54'18" W 6 1 7 . 3 5 'N 85°30'00" W 887.00'WETLAND "A"AREA=0.53 ACRES7.6'1020' SIDE YARD SETBACK20' SIDE YARD SETBACK60' FRONT YARD SETBACK=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: HOMEWOOD SUITES=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: SARATOGA HONDA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: VACANTPROP.BUILDING(19,950 SF)PARKING = 314 SPACESPROP.PAVILION(3,550 SF)101010101010109106105107111.8'100.5'570.2'215.5'GRAVEL PATIOPROP. LSA (TYP.)PROP. LSA (TYP.)PROP.MONUMENTSIGN167.1'CURBSIDE PARKINGCONCRETE PATIOOUTDOOR SEATINGEMPLOYEE PARKINGS8106810PROP. SWALE (TYP.)TPROP. TRANSFORMERPADPROP. PUMPCHAMBERPROP. 9' WIDESIDEWALKPROP. TRUCKDOCKPROP. ACCESSIBLE PARKING SPACESAND STRIPING (SEE DETAIL)PROP. POLE MOUNTED LIGHT(TYP.) (SEE LIGHTING PLAN)6PROP. 17'x25' TRASH ENCLOSURE24.0' 24.0' 24.0'18.0'PROP. 5' WIDESIDEWALK56 BIKE SPACES181.0'185.7'18.0'50' WETLAND BUFFER1010101010101010101010109PROP. EV CHARGING STATIONS(TYP OF 10)18.0' 18.0'18.0'18'24'14'24'9'(TYP)18'24'18'9'(TYP) 5.0'PROP.PERGOLA(3,550 SF)20'14'16'1 6 '9'(TYP)9'(TYP)PROP. LANDSCAPEDISLAND (TYP.)39.4'PROP. LSA (TYP.)PROP. PATHLIGHTING (TYP)PROP. HEAVY-DUTYASPHALT PAVEMENT(TYP.)PROP. 5' WIDESIDEWALKPROP. ±2' HIGH WALLPROP. BOCCE COURTPROP. HANDRAIL50' WETLAND BUFFERPROP. ADA RAMP (TYP)PROP. FLUSH CURBPROP. ADA RAMP (TYP)PROP. MONOLITHICCURB AND SIDEWALKPROP LIMIT OF DISTURBANCE (TYP)PROP LIMIT OF DISTURBANCE (TYP)PROP LIMIT OF DISTURBANCE (TYP)PROP LIMIT OF DISTURBANCE (TYP)PROP TREELINE (TYP)PROP TREELINE (TYP)PROP TREELINE (TYP)PROP TREELINE (TYP)PROP SAWCUT LINE (TYP)PROP SAWCUT LINE (TYP)PROP. ADA PARKING SIGN INBOLLARD (TYP OF 6)PROP. "NO PARKING" SIGNIN BOLLARD (TYP OF 3)PROP. MONOLITHICCURB AND SIDEWALKPROP. 5' WIDECROSSWALK (TYP)PROP. YIELD TO PEDESTRIANSSIGN (TYP OF 2)PROP. YIELD TO PEDESTRIANSSIGN (TYP OF 2)PROP. STOP AND DO NOTENTER SIGNSPROP. STOP AND DONOT ENTER SIGNSPROP. DO NOT ENTER SIGN(TYP OF 2)PROP DIRECTIONAL ARROWS (TYP)PROP DIRECTIONAL ARROWS (TYP)PROP DIRECTIONAL ARROWS (TYP)PROP. LSA (TYP.)461.5'PROP. MONOLITHICCURB AND SIDEWALKPROP. FLUSHCURBPROP. FLUSHCURBS16'PROP. LIGHT - DUTYASPHALT PAVEMENT(TYP.)EXIST. HYDRANT (TO REMAIN)PROP. STORMWATERMANAGEMENT AREA84.2'PROP. STORMWATERMANAGEMENT AREAPROP. GENERATOR PADPROP. ONEWAY / EXIT SIGNPROP. CONCRETE PADPROP. LIGHT- DUTYASPHALT PAVEMENT(TYP.)PROP. ONEWAY / EXIT SIGNPROP. SIDEWALKPROP. PLANTERS(TYP OF 4)PROP. 4' TALL SPLIT RAIL FENCEW/ CHAINLINK WITH 8' GATEPROP. HANDRAILPROP. POROUSASPHALT PAVEMENT(TYP.)PROP. POROUSASPHALT PAVEMENT(TYP.)PROP. POROUSASPHALT PAVEMENT(TYP.)PROP. STAMPEDCONCRETE PAD(TYP)LIMIT OF DISTURBANCEPROP. TIMBER BENCHPROP. 4' TALL SPLIT RAIL FENCEW/ CHAINLINK WITH 8' GATEPROP. CANOPYPROP. BOLLARDS5'8'PROP. DO NOTENTER SIGNPRECAST CONCRETEPAVERSPRECAST CONCRETEPAVERSSTAMPED CONCRETE8'(TYP)8'(TYP)REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY12REVISION 2 -01/19/2024CLIENT COMMENTSSGSW02/02/2024CITY COMMENTSSGVR02/02/2024PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FOR\\BOHLERENG.NET\SHARES\MA-PROJECTS\2023\NYB230191.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\NYB230191.00-SPPD-0A----->LAYOUT: C-301 SITESG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:NYB230191SAG/AKDSRW11/30/2023NYB230191.00-SPPD-0APROPOSED SITEPLAN DOCUMENTSTHBC NY, LLCPROPOSEDDEVELOPMENTSEC. 178.00 - BLK - PARCEL 15SOUTH BROADWAYCITY OF SARATOGA SPRINGSSARATOGA COUNTY, NEW YORKISSUED FOR PERMITALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER17 COMPUTER DRIVE WESTALBANY, NY 12205Phone:(518) 438-9900Fax: (518) 438-0900www.BohlerEngineering.comWES1"=40'040102040C-301SITELAYOUTPLANMIN. CORNER SIDE SETBACK40 FTN/A167.1 FTMIN. BUILDING HEIGHT18 FT*N/A32.7 FTUSE/CATEGORY: MICRO-PRODUCTION OF ALCOHOLREQUIRED PARKING:1 SPACE PER 500 SF1,100 SF / 500 = 2 SPACEMAX. NUMBER OF PARKING SPACE ALLOWED PER SARATOGA SPRINGS UDO: 120% OF REQUIRED MINIMUM - 262 x 120% = 314 SPACESN/A- NOT APPLICABLEN/S- NOT SPECIFIED(V) - VARIANCE REQUESTED(W) - WAIVER REQUESTED(E) - EXIST. NON-CONFORMANCEZONING ANALYSIS TABLEZONE CRITERIAREQUIREDEXISTINGPROPOSEDMIN. LOT AREAMIN. LOT WIDTHMAX. BLDG COVERAGEMIN. FRONT SETBACKMIN. SIDE SETBACKMIN. REAR SETBACKMAX. BUILDING HEIGHTMAX. IMPER. COVERAGEPARKING SPACESACCESS. PARKING SPACESGATEWAY COMMERCIAL - RURAL (GC-R)ZONING DISTRICTMICRO-PRODUCTION OF ALCOHOL - PERMITTED PRINCIPAL USEEATING AND DRINKING ESTABLISHMENT - PERMITTED PRINCIPAL USEOUTDOOR DINING - SPECIAL USE, PRINCIPAL USEUSES20,000 SF*100 FT35%60 FT*20 FT25 FT40 FT60%262 SPACES10.68 ACRES500 FT0%N/AN/AN/AN/A2.2%29 SPACESUNCHANGED-4.3%111.8 FT100.5 FT570.2 FT38%314 SPACES8 SPACES1 SPACE8 SPACESPARKING STALL CRITERIASTANDARD:9 FT x 18 FTCOMPACT: 8 FT x 16 FTUSE/CATEGORY: EATING AND DRINKINGREQUIRED PARKING:1 SPACE PER 100 SF25,938 SF / 100 = 260 SPACES* SEE EXCEPTIONS TO THESE REQUIREMENTS AS SPECIFIED IN SECTION 4.0.AUNCHANGED32.7 FTALLOWEDPROPOSEDFREESTANDING SIGNSIGNAGE TABLE(1) 12 SF MAX (8' TALL)(1) INTERNALLY ILLUMINATED LOGO SIGN: 196 SFBUILDING MOUNTED SIGNWEST ELEVATION1.5 SF PER LINEAR FOOT OFBUILDING WALL. (278 SF MAX.)(1) INTERNALLY ILLUMINATED WORKMARK SIGN: 198 SFBUILDING MOUNTED SIGNSOUTH ELEVATIONBUILDING MOUNTED SIGNEAST ELEVATION(1) INTERNALLY ILLUMINATED LOGO SIGN: 196 SFPROGRESS PRINT1.5 SF PER LINEAR FOOT OFBUILDING WALL. (271.5 SF MAX.)1.5 SF PER LINEAR FOOT OFBUILDING WALL. (271.5 SF MAX.)(1) INTERNALLY ILLUMINATED, DOUBLE SIDEDMONUMENT SIGN: 10.5 SF (8' TALL)Steering AngleLock to Lock TimeArticulating AngleWB-67Trailer TrackTractor TrackTrailer WidthTractor Width21.604.00feet8.508.50:8.008.00:::0.004.0045.4015.0051.90:::6.031.975.0DELIVERY TRUCKSPECIFICATIONSTurning Radius:44.80ST A T E OF NEW YORKV I SHAL RAI104641LICENSED PROFESSIONAL E N GINEER FMFMFM FM FM FM FM FM FM FM FM FM FM FM LANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22WETLAND "A"AREA=0.53 ACRESLANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22WETLAND "A"AREA=0.53 ACRESLANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22WETLAND "A"AREA=0.53 ACRESE&TE&TE&TE&TWWWWWGGGGGROOF DRAININV = 305.90ROOF DRAININV = 306.50PROP. 166 LF - 6'' HDPES= 1.0%PROP. 10' WIDEOVERFLOW SPILLWAYELEV: 302.75PROP. STORMWATERBASINELEV: 302.00PROP. 3.5' WIDE DRY SWALE214 LF 6" PERF HDPE @ 0.5% IN 12" GRAVEL(REFER TO DETAIL ON SHEET C-902)18" STANDPIPE WITH TRASH RACKRIM=303.003" ORIFICE INV=302.00PROP. PEA GRAVELDIAPHRAGM(2'W X 145'L X 1'D)INV = 304.80PROP. INFILTRATION BASINBOTT. BASIN = 302.00INV = 302.50FFE = 309.00PROP. SWALEINV = 303.58PROP. 45 LF - 24'' HDPES= 0.5%RIDGELINE RIDGELINE INV=301.90INV = 303.80308.91308.66308.66309.00309.00309.00307.01307.70307.79307.09307.55307.71307.95308.61308.00306.40306.21306.5± ME306.4± ME306.62306.74308.36308.26308.00307.27307.10307.03307.20306.22306.47BW 306.79309.00307.27BW 305.00309.00309.00TW 309.00307.11307.12306.68306.68306.83306.29306.24306.78306.24305.98304.06304.38???305.34305.30304.80305.34305.34305.03305.01304.80304.80304.70304.54304.34304.48304.61304.62304.50304.63304.71304.73304.64304.77304.79304.87304.86304.95305.13305.13304.94305.34305.34305.35305.37305.46305.59305.34305.20304.92305.14305.15304.93305.63305.63306.06306.06306.27306.39306.44306.47306.44306.46306.31305.89305.28305.27305.07305.08305.19306.35305.20306.32306.23307.48307.48307.02308.29308.38308.88306.57306.09306.02306.30306.38306.21307.26306.44306.38306.68306.44306.36306.35306.81306.01306.71306.76306.10309.00308.99308.99309.00308.69309.00309.00309.00309.00306.60305.50306.95306.95306.42305.34306.36306.60305.74307.10307.25306.78306.79308.18308.21308.20308.69309.00309.00307.93307.79307.91307.12306.94306.52306.60306.09306.12305.96305.96305.26305.45305.13305.13304.92304.92309.00309.00308.64308.14306.9+/-METC 307.21BC 306.71TC 307.19BC 306.69TC=BC 306.71TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 309.50BC 309.00TC 309.50BC 309.00305.03305.03305.03305.04305.33305.47305.84305.84306.13306.35304.90304.91TC 307.30BC 306.80TC 307.15BC 306.65TW 309.00308.95TW 308.90TC 307.09BC 306.59TC 307.05BC 306.55307.1+/-ME306.45BW 305.00308.37308.42307.58307.55TC=BC 306.71306.71306.71306.82307.32306.77307.25BW 306.81TW 309.00306.72306.49INV = 304.40PROP. 60 LF - 24'' HDPES= 0.5%INV = 304.70PROP. POROUSPAVEMENT (TYP)306.64G.C.TO ENSURE 2% MAX.SLOPE IN ACCESSIBLE AREASRIDGE LINE305 303 304 306 RIDGE LINE306.28306.56307 308 309306.20307RIDGE LINE306.92308RIDGE LINE307.63306.97305 303304306 FFE = 309.00FFE = 308.33306307.04PROP. 783 LF - 8'' PERF. HDPES= 0.32%INV = 304.70304.66TRENCH DRAININV. = 304.50307 308309307308 308.66308.66307.93306305304 308.27306 306.21306306308306.25304.49307 305 306 305 304306306307308 305.50305.76305.42305.51307 308 307.21PROP. POROUSPAVEMENT (TYP)PROP. POROUSPAVEMENT (TYP)INV = 304.00305.68305.71306.90308.23306305305306305.47306306305306307306307307307307 308308.47308.90309.00BW 305.78TW 306.643 0 6 309.00309.00306.41306.45303303 304 304 302 303 303 PROP. 3' WIDE VEGETATEDSWALE @ 0.6%PROP. 10' WIDEOVERFLOW SPILLWAYELEV: 305.75INV = 302.00INV = 302.50305.50PROP. 63 - 12'' HDPES= 0.5%INV=301.90306.53PROP. 95 LF - 6'' HDPES= 0.5%PROP. 240 LF - 6'' HDPES= 0.5%PROP. 45 - 18'' HDPES= 0.5%>>>>>>>>>>>>>>>>>PROP. ACCESSIBLE ROUTE GC TOENSURE MAX 5% RUNNING SLOPE& MAX. 2% CROSS SLOPEPROP. ACCESSIBLE ROUTE GC TOENSURE MAX 5% RUNNING SLOPE& MAX. 2% CROSS SLOPEG.C. TO CONFIRM2% MAXIMUMSLOPE IN ALLDIRECTIONS INBIKE RACK AREAG.C. TO CONFIRM 2%MAXIMUM SLOPE IN ALLDIRECTIONS ON OUTSIDEPATIO AREA309307307309308307307307308308ROOF DRAININV = 305.90ROOF DRAININV = 306.50PROP. 166 LF - 6'' HDPES= 1.0%PROP. 10' WIDEOVERFLOW SPILLWAYELEV: 302.75PROP. STORMWATERBASINELEV: 302.00PROP. 3.5' WIDE DRY SWALE214 LF 6" PERF HDPE @ 0.5% IN 12" GRAVEL(REFER TO DETAIL ON SHEET C-902)18" STANDPIPE WITH TRASH RACKRIM=303.003" ORIFICE INV=302.00PROP. PEA GRAVELDIAPHRAGM(2'W X 145'L X 1'D)INV = 304.80PROP. INFILTRATION BASINBOTT. BASIN = 302.00INV = 302.50FFE = 309.00PROP. SWALEINV = 303.58PROP. 45 LF - 24'' HDPES= 0.5%RIDGELINE RIDGELINE INV=301.90INV = 303.80308.91308.66308.66309.00309.00309.00307.01307.70307.79307.09307.55307.71307.95308.61308.00306.40306.21306.5± ME306.4± ME306.62306.74308.36308.26308.00307.27307.10307.03307.20306.22306.47BW 306.79309.00307.27BW 305.00309.00309.00TW 309.00307.11307.12306.68306.68306.83306.29306.24306.78306.24305.98304.06304.38???305.34305.30304.80305.34305.34305.03305.01304.80304.80304.70304.54304.34304.48304.61304.62304.50304.63304.71304.73304.64304.77304.79304.87304.86304.95305.13305.13304.94305.34305.34305.35305.37305.46305.59305.34305.20304.92305.14305.15304.93305.63305.63306.06306.06306.27306.39306.44306.47306.44306.46306.31305.89305.28305.27305.07305.08305.19306.35305.20306.32306.23307.48307.48307.02308.29308.38308.88306.57306.09306.02306.30306.38306.21307.26306.44306.38306.68306.44306.36306.35306.81306.01306.71306.76306.10309.00308.99308.99309.00308.69309.00309.00309.00309.00306.60305.50306.95306.95306.42305.34306.36306.60305.74307.10307.25306.78306.79308.18308.21308.20308.69309.00309.00307.93307.79307.91307.12306.94306.52306.60306.09306.12305.96305.96305.26305.45305.13305.13304.92304.92309.00309.00308.64308.14306.9+/-METC 307.21BC 306.71TC 307.19BC 306.69TC=BC 306.71TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 309.50BC 309.00TC 309.50BC 309.00305.03305.03305.03305.04305.33305.47305.84305.84306.13306.35304.90304.91TC 307.30BC 306.80TC 307.15BC 306.65TW 309.00308.95TW 308.90TC 307.09BC 306.59TC 307.05BC 306.55307.1+/-ME306.45BW 305.00308.37308.42307.58307.55TC=BC 306.71306.71306.71306.82307.32306.77307.25BW 306.81TW 309.00306.72306.49INV = 304.40PROP. 60 LF - 24'' HDPES= 0.5%INV = 304.70PROP. POROUSPAVEMENT (TYP)306.64G.C.TO ENSURE 2% MAX.SLOPE IN ACCESSIBLE AREASRIDGE LINE305 303 304 306 RIDGE LINE306.28306.56307 308 309306.20307RIDGE LINE306.92308RIDGE LINE307.63306.97305 303304306 FFE = 309.00FFE = 308.33306307.04PROP. 783 LF - 8'' PERF. HDPES= 0.32%INV = 304.70304.66TRENCH DRAININV. = 304.50307 308309307308 308.66308.66307.93306305304 308.27306 306.21306306308306.25304.49307 305 306 305 304306306307308 305.50305.76305.42305.51307 308 307.21PROP. POROUSPAVEMENT (TYP)PROP. POROUSPAVEMENT (TYP)INV = 304.00305.68305.71306.90308.23306305305306305.47306306305306307306307307307307 308308.47308.90309.00BW 305.78TW 306.643 0 6 309.00309.00306.41306.45303303 304 304 302 303 303 PROP. 3' WIDE VEGETATEDSWALE @ 0.6%PROP. 10' WIDEOVERFLOW SPILLWAYELEV: 305.75INV = 302.00INV = 302.50305.50PROP. 63 - 12'' HDPES= 0.5%INV=301.90306.53PROP. 95 LF - 6'' HDPES= 0.5%PROP. 240 LF - 6'' HDPES= 0.5%PROP. 45 - 18'' HDPES= 0.5%>>>>>>>>>>>>>>>>>PROP. ACCESSIBLE ROUTE GC TOENSURE MAX 5% RUNNING SLOPE& MAX. 2% CROSS SLOPEPROP. ACCESSIBLE ROUTE GC TOENSURE MAX 5% RUNNING SLOPE& MAX. 2% CROSS SLOPEG.C. TO CONFIRM2% MAXIMUMSLOPE IN ALLDIRECTIONS INBIKE RACK AREAG.C. TO CONFIRM 2%MAXIMUM SLOPE IN ALLDIRECTIONS ON OUTSIDEPATIO AREA309307307309308307307307308308ROOF DRAININV = 305.90ROOF DRAININV = 306.50PROP. 166 LF - 6'' HDPES= 1.0%PROP. 10' WIDEOVERFLOW SPILLWAYELEV: 302.75PROP. STORMWATERBASINELEV: 302.00PROP. 3.5' WIDE DRY SWALE214 LF 6" PERF HDPE @ 0.5% IN 12" GRAVEL(REFER TO DETAIL ON SHEET C-902)18" STANDPIPE WITH TRASH RACKRIM=303.003" ORIFICE INV=302.00PROP. PEA GRAVELDIAPHRAGM(2'W X 145'L X 1'D)INV = 304.80PROP. INFILTRATION BASINBOTT. BASIN = 302.00INV = 302.50FFE = 309.00PROP. SWALEINV = 303.58PROP. 45 LF - 24'' HDPES= 0.5%RIDGELINE RIDGELINE INV=301.90INV = 303.80308.91308.66308.66309.00309.00309.00307.01307.70307.79307.09307.55307.71307.95308.61308.00306.40306.21306.5± ME306.4± ME306.62306.74308.36308.26308.00307.27307.10307.03307.20306.22306.47BW 306.79309.00307.27BW 305.00309.00309.00TW 309.00307.11307.12306.68306.68306.83306.29306.24306.78306.24305.98304.06304.38???305.34305.30304.80305.34305.34305.03305.01304.80304.80304.70304.54304.34304.48304.61304.62304.50304.63304.71304.73304.64304.77304.79304.87304.86304.95305.13305.13304.94305.34305.34305.35305.37305.46305.59305.34305.20304.92305.14305.15304.93305.63305.63306.06306.06306.27306.39306.44306.47306.44306.46306.31305.89305.28305.27305.07305.08305.19306.35305.20306.32306.23307.48307.48307.02308.29308.38308.88306.57306.09306.02306.30306.38306.21307.26306.44306.38306.68306.44306.36306.35306.81306.01306.71306.76306.10309.00308.99308.99309.00308.69309.00309.00309.00309.00306.60305.50306.95306.95306.42305.34306.36306.60305.74307.10307.25306.78306.79308.18308.21308.20308.69309.00309.00307.93307.79307.91307.12306.94306.52306.60306.09306.12305.96305.96305.26305.45305.13305.13304.92304.92309.00309.00308.64308.14306.9+/-METC 307.21BC 306.71TC 307.19BC 306.69TC=BC 306.71TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 305.95BC 305.45TC 309.50BC 309.00TC 309.50BC 309.00305.03305.03305.03305.04305.33305.47305.84305.84306.13306.35304.90304.91TC 307.30BC 306.80TC 307.15BC 306.65TW 309.00308.95TW 308.90TC 307.09BC 306.59TC 307.05BC 306.55307.1+/-ME306.45BW 305.00308.37308.42307.58307.55TC=BC 306.71306.71306.71306.82307.32306.77307.25BW 306.81TW 309.00306.72306.49INV = 304.40PROP. 60 LF - 24'' HDPES= 0.5%INV = 304.70PROP. POROUSPAVEMENT (TYP)306.64G.C.TO ENSURE 2% MAX.SLOPE IN ACCESSIBLE AREASRIDGE LINE305 303 304 306 RIDGE LINE306.28306.56307 308 309306.20307RIDGE LINE306.92308RIDGE LINE307.63306.97305 303304306 FFE = 309.00FFE = 308.33306307.04PROP. 783 LF - 8'' PERF. HDPES= 0.32%INV = 304.70304.66TRENCH DRAININV. = 304.50307 308309307308 308.66308.66307.93306305304 308.27306 306.21306306308306.25304.49307 305 306 305 304306306307308 305.50305.76305.42305.51307 308 307.21PROP. POROUSPAVEMENT (TYP)PROP. POROUSPAVEMENT (TYP)INV = 304.00305.68305.71306.90308.23306305305306305.47306306305306307306307307307307 308308.47308.90309.00BW 305.78TW 306.643 0 6 309.00309.00306.41306.45303303 304 304 302 303 303 PROP. 3' WIDE VEGETATEDSWALE @ 0.6%PROP. 10' WIDEOVERFLOW SPILLWAYELEV: 305.75INV = 302.00INV = 302.50305.50PROP. 63 - 12'' HDPES= 0.5%INV=301.90306.53PROP. 95 LF - 6'' HDPES= 0.5%PROP. 240 LF - 6'' HDPES= 0.5%PROP. 45 - 18'' HDPES= 0.5%>>>>>>>>>>>>>>>>>PROP. ACCESSIBLE ROUTE GC TOENSURE MAX 5% RUNNING SLOPE& MAX. 2% CROSS SLOPEPROP. ACCESSIBLE ROUTE GC TOENSURE MAX 5% RUNNING SLOPE& MAX. 2% CROSS SLOPEG.C. TO CONFIRM2% MAXIMUMSLOPE IN ALLDIRECTIONS INBIKE RACK AREAG.C. TO CONFIRM 2%MAXIMUM SLOPE IN ALLDIRECTIONS ON OUTSIDEPATIO AREA309307307309308307307307308308=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: HOMEWOOD SUITES=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: SARATOGA HONDA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: VACANTPROP.BUILDING(19,950 SF)PARKING = 314 SPACESPROP.PAVILION(3,550 SF)SSEC/OSTC/OPROP.PERGOLA(3,550 SF)SES5'REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY12REVISION 2 -01/19/2024CLIENT COMMENTSSGSW02/02/2024CITY COMMENTSSGVR02/02/2024PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FOR\\BOHLERENG.NET\SHARES\MA-PROJECTS\2023\NYB230191.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\NYB230191.00-SPPD-0A----->LAYOUT: C-401 GRAD_DRAINSG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:NYB230191SAG/AKDSRW11/30/2023NYB230191.00-SPPD-0APROPOSED SITEPLAN DOCUMENTSTHBC NY, LLCPROPOSEDDEVELOPMENTSEC. 178.00 - BLK - PARCEL 15SOUTH BROADWAYCITY OF SARATOGA SPRINGSSARATOGA COUNTY, NEW YORKISSUED FOR PERMITALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER17 COMPUTER DRIVE WESTALBANY, NY 12205Phone:(518) 438-9900Fax: (518) 438-0900www.BohlerEngineering.comTHIS PLAN TO BE UTILIZED FOR SITEGRADING AND DRAINAGE PURPOSESONLY. REFER TO GENERAL NOTESSHEET FOR ADDITIONAL GRADING &UTILITY NOTES1"=40'040102040C-401GRADING &DRAINAGEPLANWESPROGRESS PRINTB-2B-1TP-1I-ICPT-1B-3TP-7I-7CPT-2B-4B-5TP-8I-8TP-4I-4TP-2I-2TP-6I-6TP-5I-5TP-3I-3LEGENDB-1TP-1I-1CPT-1BORING LOCATIONTEST PIT LOCATIONINFILTRATION TESTCONE PENETRATION TESTNOTE: ALL LOCATIONS ARE APPROXIMATE.REFERENCE-REFER TO GEOTECHNICAL INVESTIGATION BY WHITESTONEENVIRONMENTAL & GEOTECHNICAL ENGINEERS &CONSULTANTS PERFORMED: JANUARY 9, 2024ST A T E OF NEW YORKV I SHAL RAI104641LICENSED PROFESSIONAL E N GINEER FMFMFM FM FM FM FM FM FM FM FM FM FM FMSOUTH BROADWAYU.S. ROUTE 9 LANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22WETLAND "A"AREA=0.53 ACRESSOUTH BROADWAYU.S. ROUTE 9 LANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22WETLAND "A"AREA=0.53 ACRESSOUTH BROADWAYU.S. ROUTE 9 LANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22WETLAND "A"AREA=0.53 ACRESE&TE&TE&TE&TWWWWWGGGGG=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: HOMEWOOD SUITES=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: SARATOGA HONDA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: VACANTPROP.BUILDING(19,950 SF)PARKING = 314 SPACESPROP.PAVILION(3,550 SF)SSPROP. 186 LF 8" WATER SERVICE, MINIMUM 5' COVER. ALLWORK SHALL BE COORDINATED WITH ARCHITECTURALPLANS PRIOR TO THE START OF CONSTRUCTION.PROP. 2" SANITARYFORCE MAIN LINETO CONNECT TOEXISTING 4"FORCE MAINLATERALPROP. 3,000 GALLON HEAVY DUTYGREASE TRAPINV. (IN) = 305.25INV. (OUT) = 305.00GC TO COORDINATE WITH UTILITYCOMPANY TO ENSURE OVERHEAD LINESARE A MINIMUM OF 14' ABOVE FINISHEDGRADE.EPROP. CLEANOUT38 LF - 4" PVC @2.0%SPROP LOCATION OF FORCE MAIN CONNECTIONEXISTING 4" SANITARY STUB (TO BE COORDINATEDWITH UTILITY COMPANY, CITY OF SARATOGASPRINGS AND SARATOGA COUNTY PRIOR TO THESTART OF CONSTRUCTION) G.C. TO CONNECT PROPOSED UNDERGROUNDGAS SERVICE TO EXISTING. CONTRACTOR TOCOORDINATE SIZE AND TYPE OF SERVICE WITHUTILITY PROVIDER AND ARCHITECTURAL PLANSPRIOR TO THE START OF CONSTRUCTIONTPROP.PUMP CHAMBERRIM = 306.89INV. (IN) = 303.81INV. = 306.00PROP UNDERGROUND ELECTRIC,TELECOM SERVICE CONNECTION (TO BECOORDINATED WITH UTILITY COMPANY)INV. = 306.00PROP.PERGOLA(3,550 SF)PROP. ELECTRIC TRANSFORMER ON CONC.PAD. SEE "TRANSFORMER NOTE" THIS SHEET51 LF - 6" PVC @2.5%GC TO COORDINATE SIZE AND LOCATION OFALL UTILITY CONNECTIONS TO BUILDINGWITH ARCHITECTURAL AND MEP PLANSPRIOR TO THE START OF CONSTRUCTION.PROP. CONNECTION TO 8" CITY WATER MAIN. GC TOCOORDINATE CONNECTION WITH THE CITY OF SARATOGASPRINGS PRIOR TO THE START OF CONSTRUCTIONPROP. CURB STOPGC TO COORDINATE ALL UTILITY SERVICES TOPAVILIONS WITH ARCHITECTURAL AND MEPPLANS (TYP)SGC TO COORDINATE ALL UTILITY SERVICES TOPAVILIONS WITH ARCHITECTURAL AND MEPPLANS (TYP)GC TO COORDINATE ALL UTILITY SERVICES TOPAVILIONS WITH ARCHITECTURAL AND MEPPLANS (TYP)PROP. ELECTRIC BACKUP GENERATOR ON CONC. PAD.ESPROP. SANITARYMANHOLERIM = 308.42INV. (IN) = 304.85INV. (OUT) = 304.7510.0' (MIN)8 LF - 4" PVC@2.0%47 LF - 6" PVC@2.0%5'PROP. BACKFLOWPROTECTION TO BEDESIGNED BY ARCHITECTREVISIONSREVDATECOMMENTDRAWN BYCHECKED BY12REVISION 2 -01/19/2024CLIENT COMMENTSSGSW02/02/2024CITY COMMENTSSGVR02/02/2024PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FOR\\BOHLERENG.NET\SHARES\MA-PROJECTS\2023\NYB230191.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\NYB230191.00-SPPD-0A----->LAYOUT: C-501 UTILSG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:NYB230191SAG/AKDSRW11/30/2023NYB230191.00-SPPD-0APROPOSED SITEPLAN DOCUMENTSTHBC NY, LLCPROPOSEDDEVELOPMENTSEC. 178.00 - BLK - PARCEL 15SOUTH BROADWAYCITY OF SARATOGA SPRINGSSARATOGA COUNTY, NEW YORKISSUED FOR PERMITALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER17 COMPUTER DRIVE WESTALBANY, NY 12205Phone:(518) 438-9900Fax: (518) 438-0900www.BohlerEngineering.comTHIS PLAN TO BE UTILIZED FORUTILITIES PURPOSES ONLY. REFER TOGENERAL NOTES SHEETFOR ADDITIONAL GRADING & UTILITYNOTES1"=40'040102040C-501UTILITY PLANGC SHALL PROVIDE ALLAPPURTENANCES IN ACCORDANCEWITH UTILITY COMPANYSPECIFICATIONS AND CARRY SAME INBASE BID. APPURTENANCES SHALLINCLUDE, BUT NOT BE LIMITED TO, THECONCRETE PAD, SECONDARY SPILLCONTAINMENT AREAS (IF REQUIRED),BOLLARD / VEHICULAR PROTECTION,AND OTHER ITEMS AS MAY BEREQUIRED BY THE UTILITY PROVIDERFOR INSTALLATION OF THETRANSFORMER. GC SHALL COORDINATEALL ASPECTS OF INSTALLATION WITHUTILITY PROVIDER PRIOR TO ORDERINGOF MATERIALS AND NOTIFY DESIGNENGINEER OF ANY CONFLICTS INWRITING.TRANSFORMER NOTE:WESPROGRESS PRINTST A T E OF NEW YORKV I SHAL RAI104641LICENSED PROFESSIONAL E N GINEER FMFMFM FM FM FM FM FM FM FM FM FM FM FMSOUTH BROADWAYU.S. ROUTE 9 LANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22WETLAND "A"AREA=0.53 ACRESSOUTH BROADWAYU.S. ROUTE 9 LANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22WETLAND "A"AREA=0.53 ACRESSOUTH BROADWAYU.S. ROUTE 9 LANDS N/F OFEFF-JAY REALTY, LLCBK. 1676, PG. 73SECTION 178.00 BLOCK 2 LOT 17.11LANDS N/F OF3368 S BROADWAY HOTEL LLCINSTR. 2022-31739SECTION 178.00 BLOCK 2 LOT 16LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1099, PG. 477SECTION 178.00 BLOCK 2 LOT 17.2LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1078, PG. 336SECTION 178.00 BLOCK 2 LOT 11.1LANDS N/F OFF.W. OF SARATOGA, INC.BK. 1498, PG. 47SECTION 178.00 BLOCK 2 LOT 23LANDS N/F OF3402 ROUTE 9, LLCINSTR. 2013-43252SECTION 178.00 BLOCK 2 LOT 22WETLAND "A"AREA=0.53 ACRESE&TE&TE&TE&TWWWWWGGGGG305 303 304 306 307 308 309 307308305 303304306 306307 308309307308306 305304 306306306 308 307 305 306 305 304306306307308 -0.59%307 308 306305305306 306306305306307306307307307307 3083 0 6 303303 304 304 302 303 303>>>>>>>>>>>>>>>>>309307307309308307307307308308305 303 304 306 307 308 309 307308305 303304306 306307 308309307308306 305304 306306306 308 307 305 306 305 304306306307308 -0.59%307 308 306305305306 306306305306307306307307307307 3083 0 6 303303 304 304 302 303 303>>>>>>>>>>>>>>>>>309307307309308307307307308308305 303 304 306 307 308 309 307308305 303304306 306307 308309307308306 305304 306306306 308 307 305 306 305 304306306307308 -0.59%307 308 306305305306 306306305306307306307307307307 3083 0 6 303303 304 304 302 303 303>>>>>>>>>>>>>>>>>309307307309308307307307308308=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: HOMEWOOD SUITES=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: SARATOGA HONDA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: VACANTSSESTPROP. STABILIZEDCONSTRUCTIONENTRANCE/EXITSF SF SFSFSFSFTEMPORARY SOILSTOCKPILE AREASURROUNDED BYHAYBALES ANDSILTFENCEPROP. SILTATION BARRIER (TYP.)TEMPORARY SEDIMENT BASINAREA OF DISTURBANCE=±9.97 ACRESSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSINFILTRATION AREA NOT TOBE USED FOR TEMPORARYSEDIMENT TRAP (TYP)ES5'CONCRETE WASHOUTREVISIONSREVDATECOMMENTDRAWN BYCHECKED BY12REVISION 2 -01/19/2024CLIENT COMMENTSSGSW02/02/2024CITY COMMENTSSGVR02/02/2024PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FOR\\BOHLERENG.NET\SHARES\MA-PROJECTS\2023\NYB230191.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\NYB230191.00-SPPD-0A----->LAYOUT: C-601 EROSSG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:NYB230191SAG/AKDSRW11/30/2023NYB230191.00-SPPD-0APROPOSED SITEPLAN DOCUMENTSTHBC NY, LLCPROPOSEDDEVELOPMENTSEC. 178.00 - BLK - PARCEL 15SOUTH BROADWAYCITY OF SARATOGA SPRINGSSARATOGA COUNTY, NEW YORKISSUED FOR PERMITALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER17 COMPUTER DRIVE WESTALBANY, NY 12205Phone:(518) 438-9900Fax: (518) 438-0900www.BohlerEngineering.comREFER TO SOIL EROSION CONTROLNOTES & DETAIL SHEET FOR EROSIONNOTES AND DETAILSTHIS PLAN TO BE UTILIZED FOR SITESOIL AND EROSION CONTROLPURPOSES ONLY1"=40'040102040C-601SOIL EROSION &SEDIMENTCONTROL PLANWESPROGRESS PRINTST A T E OF NEW YORKV I SHAL RAI104641LICENSED PROFESSIONAL E N GINEER REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY12REVISION 2 -01/19/2024CLIENT COMMENTSSGSW02/02/2024CITY COMMENTSSGVR02/02/2024PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FOR\\BOHLERENG.NET\SHARES\MA-PROJECTS\2023\NYB230191.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\NYB230191.00-SPPD-0A----->LAYOUT: C-602 ENOTESG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:NYB230191SAG/AKDSRW11/30/2023NYB230191.00-SPPD-0APROPOSED SITEPLAN DOCUMENTSTHBC NY, LLCPROPOSEDDEVELOPMENTSEC. 178.00 - BLK - PARCEL 15SOUTH BROADWAYCITY OF SARATOGA SPRINGSSARATOGA COUNTY, NEW YORKISSUED FOR PERMITALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER17 COMPUTER DRIVE WESTALBANY, NY 12205Phone:(518) 438-9900Fax: (518) 438-0900www.BohlerEngineering.comEROSION AND SEDIMENT CONTROL NOTES1.ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE MOST CURRENT STATE SEDIMENT ANDEROSION CONTROL MANUAL.2.THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR AMINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS.AT A MINIMUM, AREAS SHALL BE PERMANENTLY STABILIZED ACCORDING TO THE NEW YORK STATE STANDARDS ANDSPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (REFERRED TO AS THE "BLUE BOOK"), OR IN THE ABSENCE OF THE BLUEBOOK, THEY SHALL BE PERMANENTLY STABILIZED WITHIN 14 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BESTABILIZED WITHIN 7 DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS).3.SEDIMENT BARRIERS (SILT FENCE, STRAW BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THECONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPESGREATER THAN 8%.4.INSTALL SILTATION BARRIER AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILTATION BARRIER DETAILS FOR PROPERINSTALLATION. SILTATION BARRIER WILL REMAIN IN PLACE PER NOTE #5. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSEDFOR THIS SITE SUCH AS:4.1.AMEND LIST AS NEEDED5.ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND IMMEDIATELYFOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATIONOR DECOMPOSITION. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHENDEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACEAND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE PERMANENTLY STABILIZED. FOR SEDIMENT CONTROLDEVICES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE DEVICES SHALL REMAIN IN PLACEAND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS.6.NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2:1) UNLESS OTHERWISE INDICATED ONTHE PLANS. SLOPE PROTECTION FOR SLOPES GREATER THAN 2:1 SHALL BE DESIGNED BY A GEOTECHINCAL ENGINEER.7.IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARYMULCH (DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXTRECOMMENDED SEEDING PERIOD.8.TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR TO THEFIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS.9.DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITHLOCAL, STATE, AND FEDERAL STANDARDS.10.REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBEDAREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL SEEDING AS FOLLOWS:10.1.SIX INCHES, OR DEPTH SPECIFIED ON THE LANDSCAPE PLAN, OF LOAM WILL BE SPREAD OVER DISTURBED AREAS ANDSMOOTHED TO A UNIFORM SURFACE.10.2.APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLESITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SFUSING 10-20-20 OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT ARATE OF 3 TONS PER ACRE (138 LB PER1,000 SF).10.3.FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 47% CREEPING REDFESCUE, 5% REDTOP, AND 48% TALL FESCUE. THE LAWN AREAS WILL BE SEEDED TO A PREMIUM TURF MIXTURE OF 44%KENTUCKY BLUE-GRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE IS 1.03 LBS PER 1,000SF LAWN. QUALITY SOD MAY BE SUBSTITUTED FOR SEED WHERE SLOPES DO NOT EXCEED 2:1, SOD ON SLOPES STEEPERTHAN 3:1 SHOULD BE PEGGED.10.4.STRAW MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO-APPLICATION OF WOOD OR PAPER FIBER SHALL BE APPLIEDFOLLOWING SEEDING. A SUITABLE NON-TOXIC BINDER WILL BE USED ON STRAW MULCH FOR WIND CONTROL.11.ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS 70% STABILIZED. FOR EROSION CONTROLMEASURES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE MEASURES SHALL REMAIN INPLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS.12.WETLANDS WILL BE PROTECTED WITH BARRIERS CONSISTING OF STRAW BALES, COMPOST TUBES, SILT FENCE OR A COMBINATIONTHEREOF.13.ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT MORE THAN 7 DAYS.14.ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION CONTROL MEASURESPRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED:LOCATIONMULCHMULCH RATE (1000 SF)PROTECTED AREASTRAW100 POUNDSWINDY AREASHREDDED OR CHOPPED CORNSTALKS185-275 POUNDSSTRAW (ANCHORED)*100 POUNDSMODERATE TO HIGHJUTE MESH OR EXCELSIOR MATAS REQUIREDVELOCITY AREAS ORSTEEP SLOPES GREATERTHAN 3:1GREATER THAN 3:1 (REFER TO GEOTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT)* A HYDRO-APPLICATION OF WOOD OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE NON-TOXIC BINDER SHALLBE USED TO ADDITIONAL WIND CONTROL.MULCH ANCHORING: ANCHOR MULCH WITH PEG AND TWINE (1 SQ. YD/BLOCK); MULCH NETTING (AS PER MANUFACTURER); WOODCELLULOSE FIBER (750 LBS/ACRE); CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHTDISK. WETTING FOR SMALL AREAS AND ROAD DITCHES MAY BE PERMITTED.15.STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZEANY DUST PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSIONRUNOFF.16.EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED.17.THE CONTRACTOR MUST PERFORM DEWATERING (IF REQUIRED), IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. IT IS THECONTRACTOR'S RESPONSIBIITY TO OBTAIN AND PAY FOR THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGEPERMITS ASSOCIATED WITH SAME.18.THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER.THE CONTRACTOR MUST IMMEDIATEL PLACE CONSTRUCTION WASTE IN ON-SITE STORAGE CONTAINERS UNTIL THATCONSTRUCTION WASTE IS READY FOR OFF-SITE DISPOSAL. THE CONTRACTOR MUST MAINTAIN SPILL PREVENTION AND RESPONSEEQUIPMENT AND MAKE SAME CONTINUOUSY AVAILABLE ON-SITE FOR USE BY THE CONTRACTOR'S EMPLOYEES WHO MUST BEPROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION AND RESPONSE PROCEDURES.19.EROSION CONTROL NOTES DURING WINTER CONSTRUCTION20.WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15.21.WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT THE AMOUNT OF AREA OPEN AT ONE TIME IS MINIMIZED TO THEMAXIMUM EXTENT PRACTICABLE AND IN CONFORMANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN SUCH THATADEQUATE PROVISIONS ARE EMPLOYED TO CONTROL STORMWATER RUNOFF.22.CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THEAREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROLPROTECTION AS LISTED IN ITEM 2 ABOVE.23.AN AREA SHALL BE CONSIDERED TO HAVE BEEN TEMPORARILY STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHERMULCHED WITH STRAW OR STRAW AT A RATE OF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANTSEEDED, MULCHED AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE.24.FOR AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CEASED FOR A PERIOD EXCEEDING 14 DAYS BETWEEN THE DATES OFNOVEMBER 1ST AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. THE SLOPES SHALL BE FINE GRADED AND EITHERPROTECTED WITH MULCH OR TEMPORARILY SEEDED. IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH,THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200-300% HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THENMULCHED AS APPLICABLE. SLOPES SHALL NOT BE LEFT UNSTABILIZED OVER THE WINTER OR IN AREAS WHERE WORK HAS CEASEDFOR MORE THAN 14 DAYS UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHESTO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OFSEDIMENT BARRIERS OR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS.25.MULCHING REQUIREMENTS:25.1.BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEG LINE, MULCHNETTING OR WOOD CELLULOSE FIBER.25.2.MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPEEXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%.25.3.MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15%. AFTER OCTOBER 1STTHE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%.26.ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE STORMWATER PREVENTION PLAN.27.DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TOPLACEMENT.GENERAL EROSION AND SEDIMENT CONTROL NOTES1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERALNOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THECONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.2.EROSION CONTROL MEASURES MUST CONFORM TO THE STATE, LOCAL, AND FEDERAL GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESSOTHERWISE NOTED, OR UNLESS THE PROFESSIONAL OF RECORD CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSIONCONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES.3.THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY XXX.XX ACRES.4.THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE:A.STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATEDLOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON-SITE.B.SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOILSTOCKPILES.C.INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITYOF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBEDAREA.5.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS.6.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6 INCHESOR HALF THE EROSION CONTROL BARRIER'S HEIGHT COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANYSILT FROM DROP INLET PROTECTION.7.THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE ANDVEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILEFABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES.8.THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF THE PROFESSIONAL OF RECORD SO REQUIRES, TO PREVENT ANY,INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE.9.THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVINGAND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THEBID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS.10.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THEESTABLISHMENT OF VEGETATION.11.THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHERINSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION.12.THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES ANDSTRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODESAND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE.13.THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S)FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS.14.THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION.15.THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITE AS THE JURISDICTIONALAGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT.16.SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TOMAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES.17.THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANYOTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED.NOTES:1.TEMPORARY CONCRETE WASHOUT FACILITIESSHOULD BE LOCATED A MINIMUM OF 50 FT. FROMSTORM DRAIN INLETS.2.ONCE CONCRETE WASTES ARE WASHED INTO THEDESIGNATED AREA AND ALLOWED TO HARDEN, THECONCRETE SHOULD BE BROKEN UP, REMOVED, ANDDISPOSED OF OFF-SITE. CONTRACTOR TO DISPOSEOF HARDENED CONCRETE ON A REGULAR BASIS.3.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLEDWITHIN 30 FT. OF THE TEMPORARY CONCRETEWASHOUT FACILITY.4.PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF10 MIL POLYETHYLENE SHEETING AND SHOULD BEFREE OF HOLES, TEARS, OR OTHER DEFECTS THATCOMPROMISE THE IMPERMEABILITY OF THEMATERIAL.5.WASHOUT FACILITIES MUST BE CLEANED, OR NEWFACILITIES MUST BE CONSTRUCTED AND READY FORUSE ONCE THE WASHOUT IS 75% FULL.6.STRAW BALE AND STAPLES MAY BE SUBSTITUTEDWITH ALTERNATE SECURING MEASURES SUCH ASCONCRETE BLOCK.ACONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT)SECTION A-ASTAPLE DETAILPLANCONCRETEWASHOUT10'(MIN.)VARIES 3'3' 4"2"ASTAPLES2 PER BALE)10 MIL PLASTICLININGBINDING WIRESTRAW BALE(SEE NOTE 6)NATIVE MATERIAL(OPTIONAL)WOOD OR METALSTAKES (2 PER BALE)1/8" DIA. STEEL WIREWOOD POST 3" X 3" X 8'0.5" LAG SCREWSBLACK LETTERSPLYWOOD 48" X 24"PAINTED WHITESTAKE (TYP.)10 MIL PLASTIC LININGSTRAW BALE (TYP.)CONCRETE WASTE MANAGEMENT DETAIL PROFILE VIEW OFINSTALLED FILTERSACK1.REMOVE TRAPPEDSEDIMENT WHENBRIGHTLY COLOREDEXPANSION RESTRAINTCAN NO LONGER BE SEEN.2.GEOTEXTILE SHALL BE AWOVEN POLYPROPYLENEFABRIC THAT MEETS OREXCEEDS REQUIREMENTSIN THE SPECIFICATIONSTABLE.3.PLACE AN OIL ADSORBENTPAD OR PILLOW OVERINLET GRATE WHEN OILSPILLS ARE A CONCERN.4.INSPECT PERREGULATORYREQUIREMENTS.5.THE WIDTH, "W", OF THEFILTER SACK SHALLMATCH THE INSIDE WIDTHOF THE GRATED INLETBOX.6.THE DEPTH, "D", OF THEFILTER SACK SHALL BEBETWEEN 18 INCHES AND36 INCHES.7.THE LENGTH, "L", OF THEFILTER SACK SHALLMATCH THE INSIDELENGTH OF THE GRATEDINLET BOX.ISOMETRICVIEWSECTIONVIEWNOTE:DO NOT USE IN PAVED AREAS WHERE PONDING MAY CAUSE TRAFFICHAZARDS.LENGTH = LWIDTH =WDEPTH = DFILTER SACS (GRATED INLETS)SECURE LIFTING LOOPS TO OR UNDER SURFACEFINISHED GRADE2"X2"X3/4"RUBBER BLOCK(TYP)"1/4" BRIGHTLYCOLORED NYLON ROPEEXPANSION RESTRAINTINLET GRATELOOPS SIZED FOR 1"REBAR. LIFT FILET BAGFROM INLET USINGREBAR FOR HANDLESOVERFLOW HOLESGEOTEXTILE BAG1/4" BRIGHTLY COLOREDNYLON ROPE EXPANSIONRESTRAINTLOOPS SIZED FOR 1" REBAR.USE REBAR FOR HANDLE TOEMPTY FILTER SACK AT ASEDIMENT COLLECTION LOCATION.LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEPROPERTIESGRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYASTM D-4632UNITS300 LBS20%120 LBS800 PSI120 LBS80%40 US SIEVE40 GAL/MIN/SQ FT0.55 SEC -1UNITSMODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEPROPERTIESGRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYASTM D-4632ASTM D-4491ASTM D-4751ASTM D-4491ASTM D-4533ASTM D-4355ASTM D-4833ASTM D-3786TEST METHODTEST METHODASTM D-4632ASTM D-4632ASTM D-4491ASTM D-4751ASTM D-4491ASTM D-4533ASTM D-4355ASTM D-4833ASTM D-3786265 LBS20%135 LBS420 PSI45 LBS90%20 US SIEVE200 GAL/MIN/SQ FT1.5 SEC -1TYP. SILTATION FENCETOE-IN METHODSPERSPECTIVE OF FENCEFLOW(PRE-ASSEMBLED PRIOR TO INSTALLATION)DETAIL OF POST ATTACHMENTBACKFILLSILT FENCE (3' WIDE)FABRICPOSTBACKFILLFILTERFABRICSLATPOSTPOSTFILTERFABRICSLATBACKFILL6"MIN.LAPNATIVE SOIL1-1/2" x 1-1/2" POSTFABRICWOOD OR PLASTIC SLAT STAPLEDTHROUGH FABRIC TO POST24" MIN.12" MIN.(12" MAX.IN ROCKYSOIL.)NOTES:1.EXCAVATE A 6"x6" TRENCH ALONG THELINE OF EROSION CONTROL OF THESITE.2.UNROLL SILTATION FENCE AND POSITIONTHE POSTS AGAINST THE BACK(DOWNSTREAM) WALL OF THE TRENCH(NET SIDE AWAY FROM FLOWDIRECTION).3.DRIVE THE POST INTO THE GROUNDUNTIL THE NETTING IS LAYING ACROSSTHE TRENCH BOTTOM.4.LAY THE TOE-IN FLAP OF THE FABRICONTO THE UNDISTURBED BOTTOM OFTHE TRENCH, BACKFILL ALSO BEACCOMPLISHED BY LAYING FABRIC FLAPON UNDISTURBED GROUND AND PILING& TAMPING FILL AT THE BASE.NOTES:1. BALES SHALL BE PLACED AT THE TOP OF A SLOPE OR ON THE CONTOUR AND IN AROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.2. EACH BALE SHALL BE PLACED SO THE BINDINGS ARE HORIZONTAL.3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES ORRE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BEDRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALESTOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE.4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE PROMPTLYAS NEEDED.5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO ASNOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.STRAW BALE2 RE-BARS, STEEL PICKETS OR 2"x2" STAKE 1 1/2' TO 2' IN GROUND,DRIVE STAKES FLUSH WITH BALESANGLE FIRST STAKE TOWARDSPREVIOUSLY LAID BALEBOUND BALES PLACEDON CONTOURFLOWDRAINAGE AREA NO MORE THAN 14 AC. PER 100 FEEL OF STRAW BALE DIKE FOR SLOPESLESS THAN 25%.PLANELEVATIONAREA OF SITE CONSTRUCTIONTREE PROTECTION DURINGSITE CONSTRUCTIONAREA WITHIN PROTECTION ZONE/TREE DRIP LINEFENCE TO FOLLOW TREE DROP LINE OR 6' FROMTRUNK, WHICHEVER IS GREATER4' WOOD & WIRE SNOW FENCE WITH STEEL STAKE 18" O.C.WOOD & WIRE SNOW FENCE USED AS TREE GUARD TOPREVENT DAMAGE FROM CONSTRUCTION EQUIPMENTTREE DRIP LINE/TREE PROTECTION ZONE4' WOOD & WIRE SNOW FENCE WITH STEEL STAKES 18' O.C.AREA WITHIN TREE PROTECTION ZONE TOREMAIN UNDISTURBED DURING CONSTRUCTIONSTABILIZED CONSTRUCTION ENTRANCEPLAN VIEWPROFILEPERCENT SLOPE OF ROADWAY0 TO 2%2% TO 5%>5%LENGTH OF STONE REQUIREDCOARSE GRAINED SOILSFINE GRAINED SOILS50 FT100 FTENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE (1)(1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY.100 FT200FTCHART 1PROVIDE APPROPRIATETRANSITION BETWEEN STABILIZEDCONSTRUCTION ENTRANCE ANDPUBLIC R.O.W.25'R25'RSEE CHART 16" MIN.SEE CHART 1PUBLICR.O.W.EXISTING GROUND2-1/2" CLEAN STONEEXISTINGGROUNDPUBLICRIGHT OFWAYN.T.S.1335' MAXIMUMTEMPORARY STOCKPILE1:3 MAXIMUM SLOPECONSTRUCT SILT FENCE AROUND PERIMETER OF STOCKPILE 6. PLACE STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED.IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION.STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET.PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OFBACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"DETAIL 2. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH.WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH AS SHOWN IN2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT, 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE ON THE PREVIOUSLY INSTALLED BLANKET.3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIREAGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO1.PROPERLY SECURE THE BLANKETS.NOTES:BLANKET WIDTH.3B.3A.4"-6"4.3"5.6"12"2.6"2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION.EROSION CONTROL BLANKET 2:1 SLOPES(SLOPE INSTALLATION)N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.C-602SOIL EROSION &SEDIMENTCONTROL NOTES& DETAILSPROGRESS PRINTST A T E OF NEW YORKV I SHAL RAI104641LICENSED PROFESSIONAL E N GINEER SOUTH BROADWAYU.S. ROUTE 9N 12°46'59" E 501.66'S 85°46'00" E 610.83'N 10°13'59" E 7 3 . 9 6 'N 86°12'05" E 170.93'N 86°41'18" E 107.94'S 11°54'18" W 6 1 7 . 3 5 'N 85°30'00" W 887.00'WETLAND "A"AREA=0.53 ACRESSOUTH BROADWAYU.S. ROUTE 9N 12°46'59" E 501.66'S 85°46'00" E 610.83'N 10°13'59" E 7 3 . 9 6 'N 86°12'05" E 170.93'N 86°41'18" E 107.94'S 11°54'18" W 6 1 7 . 3 5 'N 85°30'00" W 887.00'WETLAND "A"AREA=0.53 ACRESSOUTH BROADWAYU.S. ROUTE 9N 12°46'59" E 501.66'S 85°46'00" E 610.83'N 10°13'59" E 7 3 . 9 6 'N 86°12'05" E 170.93'N 86°41'18" E 107.94'S 11°54'18" W 6 1 7 . 3 5 'N 85°30'00" W 887.00'WETLAND "A"AREA=0.53 ACRESE&TE&TE&TE&TWWWWWGGGGG=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: HOMEWOOD SUITES=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: SARATOGA HONDA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF SARATOGA=ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF (GATEWAY COMMERCIAL RURAL)USE: FOUR WINDS OF =ONE: GCR(GATEWAY COMMERCIAL RURAL)USE: VACANTEC/OSTC/O0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.60.70.50.10.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.61.31.81.50.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.51.42.53.80.40.20.10.10.30.20.40.30.30.30.30.20.40.30.20.10.30.30.20.10.10.30.30.20.10.10.20.30.20.10.10.30.30.20.10.20.30.40.20.20.10.00.00.00.00.00.00.51.32.23.90.70.20.30.40.82.02.72.51.31.31.11.31.71.51.21.31.41.81.61.41.11.41.81.61.51.31.51.71.41.31.21.51.81.41.31.11.61.91.51.20.40.10.00.00.00.00.00.51.52.74.10.40.30.31.84.23.93.53.53.95.44.24.03.73.53.23.13.43.53.12.62.73.33.43.12.72.73.23.43.12.62.73.23.43.22.72.93.54.14.23.10.90.20.10.00.00.00.00.61.83.23.60.70.71.84.24.23.43.02.62.55.45.44.12.52.22.92.92.22.02.12.52.52.12.02.12.52.52.02.02.22.52.42.02.02.32.62.62.22.84.14.61.10.30.10.00.00.00.00.51.42.73.91.20.72.25.74.43.42.01.61.85.95.03.12.01.82.12.21.61.41.52.02.11.71.51.62.11.91.51.41.62.11.91.51.51.62.22.11.82.43.24.91.70.40.10.00.00.00.00.41.01.93.41.90.84.94.64.03.21.71.01.25.54.63.32.31.92.32.31.91.71.72.42.62.01.81.92.42.31.81.81.82.32.31.81.81.92.42.42.12.73.64.91.40.40.10.00.00.00.00.30.71.62.82.71.73.32.64.73.22.11.50.83.14.34.23.53.02.62.52.72.72.82.93.03.03.02.92.62.62.82.82.82.62.62.92.92.92.72.83.34.14.74.01.00.20.10.00.00.00.00.20.61.62.12.11.41.91.61.74.02.92.11.11.62.83.94.93.72.22.13.14.54.22.92.33.13.33.02.12.23.73.73.62.12.13.43.73.32.12.34.15.55.33.30.80.20.10.00.00.00.00.20.71.52.02.00.61.01.01.01.53.32.20.90.60.60.50.70.50.20.20.20.50.40.20.20.20.10.412.21.50.30.60.20.20.20.30.50.20.20.30.92.22.83.00.30.20.10.00.00.00.00.20.61.42.33.50.40.50.50.71.12.32.60.50.20.20.30.20.20.10.10.20.10.20.10.10.20.10.37.70.40.30.10.20.10.10.20.10.20.20.30.81.62.94.50.60.10.00.00.00.00.00.10.41.22.03.61.10.40.30.41.12.23.80.50.30.10.10.10.10.10.10.10.10.10.10.10.10.00.26.82.30.10.00.10.10.10.10.10.10.10.20.61.52.73.90.40.20.00.00.00.00.00.20.31.01.93.31.20.30.30.41.11.93.71.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.12.32.20.10.00.00.00.00.00.10.10.10.20.61.72.72.60.30.10.00.00.00.00.00.10.30.92.12.81.80.20.20.41.12.23.70.40.30.10.00.00.00.00.00.00.00.00.00.00.00.00.10.73.70.20.00.00.00.00.00.00.10.10.30.71.82.62.10.50.00.00.00.00.00.00.10.31.02.22.82.40.20.20.41.01.72.00.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.956.90.30.00.00.00.00.00.00.10.10.40.91.62.62.50.30.00.00.00.00.00.00.10.20.71.62.64.20.40.30.30.60.70.70.20.00.00.00.00.00.00.00.00.00.00.00.00.10.20.32.12.40.00.00.00.00.00.00.10.10.20.51.31.93.31.50.10.10.00.00.00.00.00.10.20.51.22.13.81.00.40.30.30.30.40.10.00.00.00.00.00.00.00.00.00.00.00.00.210.25.330.11.40.10.00.00.00.00.10.10.10.30.91.92.74.30.80.20.10.00.00.00.00.00.10.20.41.12.13.50.70.20.40.60.80.80.20.10.00.00.00.00.00.00.00.00.00.00.00.03.00.30.10.10.00.00.10.10.10.10.10.20.41.01.82.30.60.20.10.00.00.00.00.00.00.10.10.41.12.32.61.30.20.41.01.72.00.30.10.10.10.10.10.10.10.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.51.11.61.20.20.10.10.00.00.00.00.00.00.10.10.31.22.32.61.40.20.41.12.23.70.40.30.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.20.30.61.11.72.01.20.30.10.00.00.00.00.00.00.00.00.10.30.81.72.92.50.40.51.22.03.81.10.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.30.50.60.60.60.60.70.91.31.82.73.40.90.10.00.00.00.00.00.00.00.00.00.10.20.61.52.84.00.50.41.32.54.00.80.70.60.80.70.50.50.60.80.70.50.50.60.80.60.50.50.61.31.71.41.41.51.41.32.02.83.81.00.10.00.00.00.00.00.00.00.00.00.00.10.20.51.32.53.40.20.51.22.43.11.41.31.41.81.61.31.31.51.81.61.31.31.51.81.61.31.31.52.12.52.62.62.41.50.91.52.30.50.00.20.10.00.00.00.00.00.00.00.00.00.00.10.41.21.61.60.20.30.71.62.62.52.32.52.52.52.52.42.62.52.52.52.42.62.62.52.52.42.52.32.54.04.52.71.20.60.60.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.10.30.60.60.50.10.20.31.02.43.93.93.72.42.74.04.23.62.42.84.04.23.42.42.94.04.13.01.30.50.40.40.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.10.00.10.10.20.40.70.20.20.20.40.60.20.20.20.40.60.20.20.20.40.50.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.10.20.10.10.20.10.20.10.10.20.10.20.10.10.10.10.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0APPROXIMATE LIMITOF 1 FOOT-CANDLELIGHTING CONTOUR (TYP.)APPROXIMATE LIMITOF 1 FOOT-CANDLELIGHTING CONTOUR (TYP.)PROPOSED LIGHT POLE (TYP)PROPOSED LIGHTBOLLARDS (TYP)SE5'REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY12REVISION 2 -01/19/2024CLIENT COMMENTSSGSW02/02/2024CITY COMMENTSSGVR02/02/2024PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FOR\\BOHLERENG.NET\SHARES\MA-PROJECTS\2023\NYB230191.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\NYB230191.00-SPPD-0A----->LAYOUT: C-703 LGHTSG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:NYB230191SAG/AKDSRW11/30/2023NYB230191.00-SPPD-0APROPOSED SITEPLAN DOCUMENTSTHBC NY, LLCPROPOSEDDEVELOPMENTSEC. 178.00 - BLK - PARCEL 15SOUTH BROADWAYCITY OF SARATOGA SPRINGSSARATOGA COUNTY, NEW YORKISSUED FOR PERMITALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER17 COMPUTER DRIVE WESTALBANY, NY 12205Phone:(518) 438-9900Fax: (518) 438-0900www.BohlerEngineering.comTHIS PLAN TO BE UTILIZED FORLIGHTING PURPOSES ONLYN.T.S.AREA LIGHT DETAILFOUNDATION(DESIGN BYOTHERS-SEE NOTEBELOW)MOUNTINGARMPOLE2'-6"(MIN.)FOR LUMINAIRE MOUNTING HEIGHTS SEE LUMINAIRE LOCATION SUMMARY (THIS SHEET)LIGHT FIXTURE(SEE LUMINAIRESCHEDULE THIS PLAN)EDGE OFPAVEMENTNOTE: THIS DETAIL IS FOR BID AND BUDGETARY PURPOSES ONLY. CONTRACTOR SHALL BERESPONSIBLE FOR HAVING A FOUNDATION DESIGN PREPARED BY A QUALIFIEDSTRUCTURAL ENGINEER CONSIDERING LIGHTING MANUFACTURER REQUIREMENTS, LOCALWIND LOADS AND SITE SPECIFIC SOIL PARAMETERS.·SOME SITE CONDITIONS AND/OR LOCATIONS MAY REQUIRE VIBRATION DAMPENINGMEASURES AS DETERMINED BY A STRUCTURAL ENGINEER.·THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF THE INTENT TO MOUNT ANYTHINGTO THE POLE, ASIDE FROM THE LIGHT FIXTURES, INCLUDING BUT NOT LIMITED TOCAMERAS, BANNERS, FLAGS, SIGNAGE, ETC. AS IT WILL IMPACT THE POLE ANDFOUNDATION DESIGN.DESCRIPTIONLLFLUMENSHEIGHTQTYSYMBOL3320 FT17,1291.0BEACON VIPER LED LIGHT FIXTURE MANUFACTURED BYCURRENT LIGHTING SOLUTIONS: VP-2-72L-180-3K7-4W1"=40'040102040C-703LIGHTINGPLANLUMINAIRE SCHEDULEGENERAL LIGHTING NOTES(REV. 6/2023)1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OFTHE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTORMUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTORMUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OFTHE PLANS' SPECIFIC NOTES.2.THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATAPROVIDED BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS ANDPERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE,TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLEFIELD CONDITIONS.3.THE LIGHT LOSS FACTORS (LLF) DEPICTED IN THE LUMINAIRE SCHEDULE ON THIS PLAN ARE BASED ONDATA PROVIDED BY THE MANUFACTURER FOLLOWING IES LM-80-08 TESTING. THE LIGHT LEVELS DEPICTEDON THIS PLAN WERE CALCULATED BASED ON THE LLF LISTED IN THE LUMINAIRE SCHEDULE.4.THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON AHORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THEVALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES (FC).5.THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THATTHEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION,CLEANING OF LENSES, AND RE-LAMPING (IF NECESSARY) ACCORDING TO MANUFACTURERRECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN IMPROPER LIGHTDISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'SACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S.6.WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF ANAPPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELDMEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY.DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC,ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BECONSIDERED APPROXIMATE.7.THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWERSYSTEM, CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITYOF THE ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTIONCONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCALREGULATIONS. LIGHT POLE BASES ARE THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER, ASINDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FORINSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDINGAND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES.8.CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OFCONSTRUCTION, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHERSTRUCTURES.9.IT IS THE LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OROWNER REGARDING ANY AND ALL POWER SOURCE(S) , AND TIMING DEVICES NECESSARY TO MEET THEDESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS.10.THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLEDAS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCYAPPROVED.11.THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTSINDICATED IN THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITYNOTES, SITE SAFETY, AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE.12.THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THEREQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES PER STATE REGULATIONS.13.WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'SUNDERSTANDING AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHEDSTANDARDS.14.UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALLMAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITSCOMPONENTS AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT ANDFUNCTIONING AT ALL TIMES.WESPROGRESS PRINT53.3' FT2391.0BOLLARD LIGHT BY BEGA LIGHTINGMODEL: 84 220 (SHIELDED)ST A T E OF NEW YORKV I SHAL RAI104641LICENSED PROFESSIONAL E N GINEER REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY12REVISION 2 -01/19/2024CLIENT COMMENTSSGSW02/02/2024CITY COMMENTSSGVR02/02/2024PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FOR\\BOHLERENG.NET\SHARES\MA-PROJECTS\2023\NYB230191.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\NYB230191.00-SPPD-0A----->LAYOUT: C-901 DETLSG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:NYB230191SAG/AKDSRW11/30/2023NYB230191.00-SPPD-0APROPOSED SITEPLAN DOCUMENTSTHBC NY, LLCPROPOSEDDEVELOPMENTSEC. 178.00 - BLK - PARCEL 15SOUTH BROADWAYCITY OF SARATOGA SPRINGSSARATOGA COUNTY, NEW YORKISSUED FOR PERMITALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER17 COMPUTER DRIVE WESTALBANY, NY 12205Phone:(518) 438-9900Fax: (518) 438-0900www.BohlerEngineering.comC-901DETAILSHEETTYP. PRECAST CONCRETEMANHOLE STORM DRAINTRANSITION CURB DETAILSLOPED WALK DETAILACCESSIBLE STALL MARKINGS &PARKING LOT STRIPING DETAIL'STOP' BAR DETAIL"DO NOT ENTER" SIGN2% MAX.1:12 (8 .3% )SLOPE MAX .1:12 (8.3%)SLOPE MAX.PROPOSED BUILDING(FOR SIDEWALK SLOPES LESS THAN 1:20 (5.0%) MAX.)NOTE: SLOPES OF ACCESSIBLE PARKING SPACES AND PARKING ACCESSAISLES SHALL NOT EXCEED 1:50 (2.0%) MAX. IN ANY DIRECTION.5'-0"MIN.FULL HEIGHT OF CURB30"R1-1 SIGNWHITE LETTERSRED BKGND30"84" ABOVE GROUND 1/4" x 1/2" LG. PIN HD. BOLTSWITH NUTS & LOCKWASHERS11" MAX.3' OR 4'8"2'-0"TOPATFLOW12" COMPACTED GRAVELCOMBINATION OF 1, 2,3, OR 4' SECTIONSNOTE:ALL STRUCTURES SHALL BE SUITABLE FOR H-20 LOADING AND SHALL MEETTHE REQUIREMENTS OF ASTM C478.CURB TRANSITION- SEE SITE PLAN FOR LENGTHFLUSH TO FULL HEIGHT OF CURB24" DIA. HEAVY DUTY FRAME & COVERRIM ELEV.(SEE PLAN) (LABEL "DRAIN")FINISH GRADEMORTAR ALL AROUNDTWO COURSES OF BRICK MASONRYMINIMUM, FOUR MAXIMUM BEDFRAME AND BRICK WORK IN 3/8" MIN.FULL MORTAR BED.PRECAST REINFORCED 6" THICKCONCRETE CONE OR FLAT 8"THICK LID (WHERE BURIAL ISSHALLOW).ALUMINUM OR PLASTICCOATED WROUGHT IRONSTEPS @ 16"O.C.BUTYL RUBBERSEALANT (TYP.)PRECAST REINFORCEDCONCRETE RISERSECT.'S AS REQUIREDNON-SHRINK MORTAR @ PIPEOPENINGS ALL AROUNDCOMPACTEDSUBGRADE2500 PSI CONC. INVERT TO BEPOURED WHEN MANHOLE ISCOMPLETED5",7",OR9-3/4"(VARIESPER I.D.)4'-0", 6'-0" OR8'-0" (SEE PLAN)'STOP' SIGNACCESSIBLE PARKING SIGN DETAILPROPOSED 2' WIDE DETECTABLE WARNING STRIP 6"BEHIND FACE OF CURB/WALK CONSISTING OF RAISEDTRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND ACENTER-TO-CENTER SPACING OF NOMINAL 2.35 INCHESAND SHALL CONTRAST VISUALLY WITH ADJOININGSURFACES. THE MATERIAL USED TO PROVIDE CONTRASTSHALL BE AN INTEGRAL PART OF THE WALKING SURFACE.GENERAL CONTRACTOR TO PROVIDE 2 FOOT ARMOR-TILETRUNCATED DOMES EMBEDDED INTO THE CONCRETE ORSIMILAR MATERIAL IN ACCORDANCE WITH THE OWNER'SREQUIREMENTS.PROPOSED CONCRETE LANDINGTO BE FLUSH WITH GRADEPROPOSED CONCRETESIDEWALKPROPOSED FACEOF CURB/WALKPROPOSED FACEOF CURB/WALK5'-0" MIN.2'6"6'-0" MIN.5'-0" M IN .VARIES (SEE S ITE PLAN)6'-0" M IN .WHITE BACKGROUNDRED CIRCLEWHITE BARWHITE LETTERSR5-1 SIGN1/4" x 1/2" LG. PIN HD. BOLTSWITH NUTS & LOCK WASHERS30"30"7'-0" ABOVE GROUND4" WIDE WHITESTRIPING (TYP.)18'-0"9'-0"9'-0"9'-0"5'-4"PAINTED (4" AZURE BLUE)ACCESSIBLE SYMBOL (SEEACCESSIBLE PARKINGSTALL PAINTING DETAIL)6'-4 1/2"4" WIDE AZUREBLUE STRIPING(TYP.)"ACCESSIBLE PARKING ONLY"SIGN (IN ACCORDANCE WITHADA GUIDE LINES - SEEACCESSIBLE PARKING SIGNDETAIL)6" TRANSITION CURB (TYP.)NOTE: ALL PAVEMENTSTRIPING AND MARKINGSSHALL CONSIST OFCHLORINATED RUBBERPAINT APPLIED TO A DRYSURFACE WHEN THETEMPERATURE IS GREATERTHAN 40°F. PAINT SHALL BEAPPLIED AT A MINIMUM OF0.015" (15 MIL) FILMTHICKNESSACCESSIBLE PARKINGSTALL PAINTING DETAIL12'1.0'12"24" MIN.8' MIN.6"TYP.DOUBLE YELLOW LINE(SEE SITE PLAN)NOTE:ALL PAVEMENT STRIPING AND MARKINGSSHALL CONSIST OF CHLORINATED RUBBERPAINT APPLIED TO A DRY SURFACE WHENTHE TEMPERATURE IS GREATER THAN40°F. PAINT SHALL BE APPLIED AT AMINIMUM OF 0.015" (15 MIL) FILM THICKNESS10' MIN. (SEE PLAN)WHITE PAINT(SEE SPEC BELOW)NOTE: LOCATIONOF STOP SIGNSHALL BE IN LINEWITH STOP BAR6"6" (MIN.)N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.40"± 9" R 12" RNOTE: WHEELCHAIR SYMBOL PAINTSHALL CONFORM TO THE STRIPINGPAINT SPECIFIED AND SYMBOL SHALLBE CENTERED IN THE STALL.BLUE REFLECTIVEPAINT WHERE PAINTEDON PARKING SPACESYRACUSE CASTING #4155 OR OPW 104-A OREQUAL FRAME AND COVER INSTALLED FLUSHTO GRADE (MARKED STORM)FLOW6" HDPE1/8 TH BEND4" CRUSHED STONE BASE6" HDPE& PLUG6" C.O. ADAPTER SECTIONVALVE BOX-TOP10"FINISHED GRADECLEANOUT DETAIL3'x3' CONC. COLLAR AROUND CLEANOUT14"PROTECTIVE BOLLARDDETAILTOP OF SLAB BITUMINOUS JOINT6" DIAMETER STEEL PIPEFILLED w/ CONC. PAINTEDTRAFFIC YELLOW AND EM-BEDDED IN CONC. BASEPROPER WATER RUN OFFCONCRETE TO BE RAISED FOR4'-0"3300 PSI CONCRETEPIPE AROUNDOR ASPHALT(8" DIA. STEEL PIPE WHERE INDICATED)3'-0"1'-0"1'-6"CLEANOUT FRAME TO BE MINIMUM H-20 LOADING RATED. MONOLITHIC CONC. SIDEWALK DETAILSEXPANSION JOINTxxxxCONTROL JOINTxxxxEND SECTIONxxxxUSE CHAIRS TO SUPPORT REINFORCING STEEL DURING POUR.TO BE USED FOR BUILDING SURROUND AND OTHER CONCRETE WALKS.4. PROVIDE EXPANSION JOINTS 20'- 0" O.C. MIN.3. PROVIDE CONTROL JOINTS 5'- 0" O.C. MIN.2. PROVIDE MINIMUM 1/8"/FT. CROSS-SLOPE1. SEE SITE PLAN FOR WIDE AND GRADESNOTES: 5"6" 5"6" 5"6" 12" 18"6"COMPACTED SUBGRADECOMPACTED GRAVEL BASE4,000 PSI AIR ENTRAINED CONC. (BROOM FINISH)6"x6"xW2.9x2.9 WWF1/8" RADIUS (TYP.)6"x6"xW2.9x2.9 WWF4,000 PSI AIRENTRAINED CONC.(BROOM FINISH)COMPACTEDGRAVEL BASECOMPACTEDSUBGRADEPREFORMED JOINT FILLERSEALER1/8" RADIUS (TYP.)1/2"1/2"1/8"1"FINISHED GRADES VARIESSEE PLANGC TO REFER TO GEOTECHNICAL REPORTPREPARED TERRACON CONSULTANTS, INC.DATED 02/08/13FOR PAVEMENTSPECIFICATIONS.60" ABOVE GROUND 1'-0"WITH NUTS & LOCK WASHERS1/4" x 1/2" LG. PIN HD. BOLTSAZURE BLUEGREEN LETTERSWHITE BACKGROUNDDIA.REFER TO ARCH PLANS BY OTHERS3000 PSI CONCRETE FOOTING#6 REBAR x 1'2" LONGEACH WAY THRU PIPE4'-0"18"2"3'-8"NOTE: ALL LETTER ANDSYMBOL SIZES SHALL BE INACCORDANCE WITH THELATEST EDITION OF ANSI A 117.11'-6" 60" ABOVE GROUND 1'-6"1'-0"WITH NUTS & LOCK WASHERS1/4" x 1/2" LG. PIN HD. BOLTSRED LEGENDWHITE BACKGROUND18"DIA.3'-8" 2" 4'-0"3000 PSI CONCRETE FOOTING#6 REBAR x 1'2" LONGEACH WAY THRU PIPEREFER TO ARCH PLANS BY OTHERSTYPICAL PAVEMENT MARKING DETAIL3'-4"1'-11"6'-7"9'-4"4'-4"10"1'-5"3'-8"3'-1"2'-8"4'-4"R1'-8"1'-3"WHITE(AREA 12.0 SQ.FT.)PAVEMENT MARKING, ARROW, TYPE 1PAVEMENT MARKING, ARROW, TYPE 2 (10.5 SQ. FT.) WHITE8'-3"5'-0"PRECAST CONCRETE CURB DETAIL1.CURB SHALL CONSIST OF 4,000 PSI AIR ENTRAINED CONCRETE, EXPOSED EDGES TO HAVERUBBED FINISH AND SURFACE SHALL BE TREATED WITH A CONCRETEPENETRANT/SEALER.2.THE ENDS OF CURB SECTIONS SHALL BE CHAMFERED 1/4 INCH.3.THE CORNERS OF CURB SECTIONS SHALL MATCH THE ADJACENT CURB IN SIZE, COLORAND FINISH.4.CURBS, CURB CORNERS OR EDGING SHALL BE FITTED TOGETHER AS CLOSELY ASPOSSIBLE.5.EXPANSION JOINTS SHALL BE INSTALLED AT A MAXIMUM OF TWENTY FEET (20') ONCENTER USING PREFORMED EXPANSION JOINT FILLER HAVING A THICKNESS OF 1/2 INCH.NOTE:TOPSOIL 6"6"12"6"MIN.7"6" MIN 6"MIN.COMPACTEDSUBGRADEBITUMINOUSCONCRETESURFACE COURSEGRAVEL BASE COURSEBITUMINOUSCONCRETE BASECOURSE34" RADIUSFINISH GRADEN.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.ST A T E OF NEW YORKV I SHAL RAI104641LICENSED PROFESSIONAL E N GINEER REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY12REVISION 2 -01/19/2024CLIENT COMMENTSSGSW02/02/2024CITY COMMENTSSGVR02/02/2024PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FOR\\BOHLERENG.NET\SHARES\MA-PROJECTS\2023\NYB230191.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\NYB230191.00-SPPD-0A----->LAYOUT: C-902 DETLSG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:NYB230191SAG/AKDSRW11/30/2023NYB230191.00-SPPD-0APROPOSED SITEPLAN DOCUMENTSTHBC NY, LLCPROPOSEDDEVELOPMENTSEC. 178.00 - BLK - PARCEL 15SOUTH BROADWAYCITY OF SARATOGA SPRINGSSARATOGA COUNTY, NEW YORKISSUED FOR PERMITALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER17 COMPUTER DRIVE WESTALBANY, NY 12205Phone:(518) 438-9900Fax: (518) 438-0900www.BohlerEngineering.comC-902DETAILSHEETTYPICAL UTILITY TRENCH(D+2' 3 MIN.)6"IN EARTHHALF SECTIONWHALF SECTIOND12"SELECT BACKFILLUNPAVED}PAVEDIN ROCK ANY SHEETINGDRIVEN BELOW MID-DIA.OF PIPE SHALL BE LEFTIN PLACEMATCHEXISTINGWATER, SEWER PIPEBACKFILL WITH GRAVELBEDDING TO MID-DIAMETERWHEN OTHER THAN PVC PIPEIS USEDBACKFILL WITH GRAVELBEDDING 12" OVER PIPEWHEN PVC PIPE IS USEDSHEETING (IF REQ'D) TO BE CUT OFF5' MIN BELOW GROUND & 2' MINABOVE TOP OF PIPE6" TOPSOIL & SEEDN.T.S.PIPE DIA.MIN. TRENCH WIDTH23"26"28"30"34"39"48"6"8"10"12"15"18"24"56"30"64"36"80"48"96"60"RECOMMENDED MIN. TRENCH WIDTHNOTES:1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321 , "STANDARD PRACTICE FORUNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS",LATEST ADDITION.2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHENREQUIRED.3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTHREQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS ANALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING AGEOTEXTILE MATERIAL.4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FORMATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDINGTHICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (7S0mm-900mm).5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6"ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TOENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROMTHE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFICAPPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE,MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.MIN. COVER TO FLEXIBLE PAVEMENT, HFINALBACKFILL6"SPRINGLINEINITIAL BACKFILLHAUNCHBEDDINGSUITABLE FOUNDATION4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPEMIN. TRENCH WIDTH (SEE TABLE)HDPE STORM DRAINAGETRENCH4' MIN.SUBBASEFINISHED GRADECLEAN SAND BEDDINGFILTER FABRIC12"MIN.MIN.12"2" FORCE MAIN (SCH 40 PVC) AFTERINSTALLATION LINE TO BE PRESSURETESTED AT 100 PSI FOR A MIN. OF 2 HOURS.RESULTS OF THIS TEST TO BE PROVIDED INWRITING TO THE DESIGN ENGINEER.PRESSURE TEST MUST BE WITNESSED BYCERTIFYING ENGINEER.2" FORCE MAIN (SCH 40 PVC) FROM TIRESHOP.FORCE MAIN TRENCH DETAILN.T.S.CORED OR PRECAST HOLE TO MANHOLEN.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.SLOPESEE GRADING PLANFLARED END SECTION(SEE DETAIL)PIPE6"-9" RIP RAPW1=3*O.D.PLAN VIEWSECTIONW2SEE PLANL1SEE PLAN9" MIN.FLARED END RIP RAP DETAIL"t"(MIN. 14")3' MIN.2' MIN.GEOTEXTILEBELOW RIP RAPMINIMUM BLANKET THICKNESSFLARED END SECTION (FES) DETAILSSEE PLANSEE PLAN1:2 MAX.TO MATCH PIPE MATERIALFLARED END SECTIONMIN.12"FILTER FABRIC MIRAFI 140 OR EQUAL(N.Y.S.D.O.T. ITEM NO. 620.03)LIMIT OF LIGHT STONE FILLING(N.Y.S.D.O.T. ITEM NO. 620.03)LIGHT STONE FILLING12" MIN. DEPTH OF STONE4" ±SECTIONMIN.18"18"PLANMIN.TOP OF RIP-RAP TO ELEV. OF PIPECENTERLINE ON SIDE SLOPES OF INLETAND OUTLET CHANNELFLOWNOTE: ALL STRUCTURES SHALL BE SUITABLE FOR H-20 LOADINGAND SHALL MEET THE REQUIREMENTS OF ASTM C478.6" MIN.6" MIN.COMBINATION OF 1, 2,3, OR 4' SECTIONS 3' OR 4'BITUMASTIC COATINGALL AROUND8" AT TOP2'-0"4'-0"5"5"12" COMPACTED GRAVEL11" MAX.TYP. PRECAST CONCRETESANITARY MANHOLESEE ATTACHED DETAIL FORCONNECTION TO EXISTING SEWER PIPECOMPACTED SUBGRADEBRICK FLOW TROUGHFLEXIBLE RUBBER GASKET INMANHOLES@ OPENING FOR PIPESPRECAST REINFORCED CONCRETERISER SECT.'S AS REQUIREDBUTYL RUBBER SEALANT (TYP.)ALUMINUM OR PLASTIC COASTEDWROUGHT IRON STEPS @ 16" O.C.PRECAST REINFORCED CONCRETE CONETWP COURSES OF BRICK MASONRYMINIMUM, FOUR MAXIMUM, BED FRAME ANDBRICK WORK IN 38" MIN FULL MORTAR BEDMORTAR ALL AROUNDFINISH GRADE32" Ø HEAVY DUTY FRAME & COVER 30" CLEAR OPENING C.I.LeBARON LA - 248 - 1 OR APPROVED EQUAL, RIM ELEV. (SEE PLAN)(LABEL " SEWER MANHOLE") (INSTALL A WATERTIGHT GASKET SEAL)NOTE:1.INSTALLATION TO BE COMPLETED IN ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS.36"47"56.38"Ø 2.38"BIKE RACK2X Ø .25" X 12.75"ANCHOR RODSBICYCLE PARKING LAYOUTVARIESVARIES-SEE SITE PLANEXISTING FULL DEPTHROADWAY PAVEMENT PERMDOT SPECIFICATIONS6" GRAVELBORROW(TYPE B)3" OF CLASS IBITUMINOUSCONCRETE BASECOURSE3" OF CLASS I BITUMINOUSCONCRETE PAVEMENT IN (2)1-1/2" COURSESSAWCUT ATEDGE OF ROAD1" LIPHOT SEALAT JOINTPROPOSED DRIVEWAYPAVEMENT (SEEPAVEMENT SECTIONFOR DETAILS)6"DRIVEWAY CONSTRUCTIONNOT TO SCALE(S300.02xx_07/2022)ELEV:STORAGE BED (CLEAN, WASHED,OPEN GRADED AASHTO NO. 2 BROKENSTONE) (SEE NOTE #2)NOTES:1.PERMEABLE ASPHALT SURFACE COURSE TO HAVE 15-25% POROSITY. FOR PARKING AREAS, A POLYMER MODIFIED BINDER PG 64E-22 MUST BEUSED. PERVIOUS PAVEMENT SURFACE COURSE TO HAVE MINIMUM TESTED INFILTRATION RATE OF 6.4 IN/HR (20 IN/HR IF USED FOR STORMWATERQUALITY CONTROL).2.STORAGE BED AGGREGATE MUST BE PLACED IN LOOSE LIFTS NOT TO EXCEED 6 INCHES AND COMPACTED USING PLATE COMPACTORS PER NJSWBMP MANUAL.3.AT LEAST ONE INSPECTION PORT, WITH A REMOVABLE CAP, MUST BE PROVIDED IN THE STORAGE BED. THE INSPECTION PORT MUST BE PLACED ATLEAST 3 FEET FROM ANY EDGE & FLUSH WITH THE SURFACE OF THE SURFACE LAYER AND EXTEND DOWN 4 - 6 INCHES INTO THE STONE STORAGEBED, AND THE DEPTH OF RUNOFF FOR THE WATER QUALITY DESIGN STORM MUST BE MARKED ON EACH STRUCTURE. THE SIZE OF THE INSPECTIONPORT MUST BE LARGE ENOUGH TO ALLOW FOR MAINTENANCE ACTIVITIES.4.SEALANT, TOP COAT, AND OTHER TREATMENTS SHALL NOT BE USED ON THE PERVIOUS ASPHALT PAVEMENT COURSE. CONSTRUCTION MAY NOTTAKE PLACE DURING RAIN OR SNOW, NOR WHEN THE SUBSOIL IS FROZEN.5.TESTING MUST BE PERFORMED ON THE SUBSOIL PRIOR TO THE PLACEMENT OF THE STONE STORAGE BED IN ACCORDANCE WITH NJ SWBMPMANUAL CHAPTER 12. WHERE AS-BUILT TESTING SHOWS A LONGER DRAIN TIME THAN DESIGNED, CORRECTIVE ACTION MAY BE REQUIRED.6.PERVIOUS PAVEMENT AREA SHALL BE PROTECTED SEDIMENT-LADEN RUNOFF DURING CONSTRUCTION TO AVOID REDUCED POROSITY.WIDTH VARIES(SEE DRAINAGE PLAN)2" CHOKER COURSE(CLEAN, WASHED, AASHTO NO. 57 BROKEN STONE)4" PERVIOUS PAVEMENT SURFACE COURSE (SEE NOTE #1)TACK COATPAVEMENT JOINT2' MIN. SEPARATIONTO SHWTSHWT ELEV:STANDARD PAVEMENTSECTION (SEE DETAILS)WRAP FILTER FABRICALONG SIDESINSPECTION PORT(SEE NOTE #3)(SEE DETAIL)UNCOMPACTED SUBGRADE19"390.00398.00NYSDOT ITEM 402.378902 - 37.5 F9 H.M.A.3" ASPHALT CONCRETE BASE COURSENYSDOT ITEM 402.098202 - 9.5 F2 H.M.A.2" ASPHALT CONCRETE BINDERNYSDOT ITEM 402.198902 - 19 F9 H.M.A.1-1/2" ASPHALT CONCRETE TOP COURSE12" GRANULAR SUBBASE COURSENYSDOT ITEM 304.12 - TYPE 2COMPACTEDAPPROVED SUBBASENOTES:1.CONTRACTOR TO VERIFY PAVEMENT THICKNESSAND NYSDOT ITEM NUMBERS WITH DOT PRIOR TOBIDDING AND CONSTRUCTION.2.NOT USED.3.EXISTING PAVEMENT BEING REMOVED SHALL BEREPLACED IN-KIND.4.PERMEABLE BASE COURSE SHALL BE REPLACEDTO MATCH ADJACENT PAVEMENT TO REMAIN.5.TACK COAT BETWEEN ALL ASPHALT LAYERS.NYSDOT TYPICAL PAVEMENTSECTIONGC TO REFER TO GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS.BIT. CON. TOP COURSE(LIGHT DUTY =1 1/2")(HEAVY DUTY = 1 1/2")(NYSDOT 403.18 - TYPE 6 OR 7)BIT. CONC. BINDER COURSE(LIGHT DUTY = 2")(HEAVY DUTY = 3 1/2")(NYSDOT 403.13 - TYPE 3)SUB-BASE COURSE(HEAVY DUTY AND LIGHT DUTY=10")(NYSDOT 304.13 - TYPE 4)BASE COURSE(LIGHT DUTY=0")(HEAVY DUTY=6")(NYSDOT 304.13 - TYPE 2)MIFRAFI 500X SYNTHETICFABRIC UNDERDRAINTYPICAL PAVEMENT SECTIONPERVIOUS PAVEMENT SECTION3'-0"ST A T E OF NEW YORKV I SHAL RAI104641LICENSED PROFESSIONAL E N GINEER REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY12REVISION 2 -01/19/2024CLIENT COMMENTSSGSW02/02/2024CITY COMMENTSSGVR02/02/2024PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FOR\\BOHLERENG.NET\SHARES\MA-PROJECTS\2023\NYB230191.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\NYB230191.00-SPPD-0A----->LAYOUT: C-903 DETLSG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:NYB230191SAG/AKDSRW11/30/2023NYB230191.00-SPPD-0APROPOSED SITEPLAN DOCUMENTSTHBC NY, LLCPROPOSEDDEVELOPMENTSEC. 178.00 - BLK - PARCEL 15SOUTH BROADWAYCITY OF SARATOGA SPRINGSSARATOGA COUNTY, NEW YORKISSUED FOR PERMITALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER17 COMPUTER DRIVE WESTALBANY, NY 12205Phone:(518) 438-9900Fax: (518) 438-0900www.BohlerEngineering.comC-903DETAILSHEETTRASH ENCLOSURE DETAILN.T.S.5/4"x6" BOARDS(STAINED, BOLTEDTO FRAME)LATCHCOLLARS1/2" STEEL PLATEPIPE SLEEVESHEIGHT TO MATCH WALL8"3"2'-0"4"(NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR)(NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR) 3/4" MIXED WATER WITH FREEZE PROOF HOSE BIBB.6" DIA. CONCRETE FILLEDSTEEL POST (TYP)TO DRAINSLOPETO DRAINSLOPE20'2'3'10'10' 2'17'25'12'2x2 POST5/4 x 6 WALL SLATS2x4 HORIZONTAL RAIL3/16" SPACINGNOTES:1.EQ.6'3"8" 4000 PSI CONCRETE SLABWITH #4 REBAR REINFORCING,12" O.C. EACH WAY, OVER 6 MILPOLY. VAPOR BARRIER ON 12"COMPACTED GRAVEL BASEOVER COMPACTED SUBGRADEEQ.EQ.2 X 2 STEEL POSTS COREDINTO SLAB AT 4'-0" O.C.6" MIN. EMBEDMENT2 X 4 BOLTED TOSTEEL POSTS(TYP. OF 4)TREX CAP12"MIN.#4 TOPPERIMETER BARPAINT POSTSW/ BENJAMINMOORE STEELPRIMERCLEXPANSION JOINT3/16"6'RAILS (TYP OF 4 ROWS2x4 HORIZONTAL3"(TYP)GAPPAVEMENTTOP OF SLAB/5/4" x 6 (TREX) WALL SLATS MOUNTED ON OUTSIDEEVENLY SPACED)TREX CAPWELD TO FRAMEPOURED CONCRETE1"HEIGHT TO MATCH WALLAS REQUIRED BY CODE OR TOACHIEVE ADEQUATE SOIL BEARING6"8"1'-6"6"6"3"SONO TUBE4'-0" MAX 5/4" X 6" TREXFASTENED TO 2 X 4'SALL WOOD MEMBERS OF TRASH CORRALARE TO BE PRESSURE TREATED. ALLFASTENERS ARE TO BE GALVANIZED.METAL COLLAR TO FITOVER 6" DIA POSTGREASE AREA BETWEENPOST & HINGEHYDRAULIC GREASE FITTINGDRILL AND TAP HOLE (TYP. 4PLACES)METAL COLLAR TYP. WELDBOTTOM COLLAR TO POST,BOLT TOP COLLAR6" DIA. CONCRETEFILLED STEEL POSTSTEEL ANGLE FRAME &DIAGONAL BRACES (GRINDWELDS AND CORNERS SMOOTH,PAINT W/2 COATS RUSTOLEUM)ALEMITE 1610-BL HYDRAULICGREASE FITTING (TYP. 4 PL)2" ELECTRIC CONDUIT @36" ABOVE FINISHEDFLOOR. 8" CONCRETE PAD3'CRANE BOLTS6" DIA GATE POST(SEE DETAIL)1" NIPPLE WELDEDTO PLATE3/4" CANE BOLTW/4" HOOK1/2" BOLTSTO FRAMEN.T.S.(36" MIN OR WIDTH OF TRAVEL PATH AT CURB LINE)TOP VIEWELEVATION (ENLARGED)NOTE:1.TRUNCATED DOME SHALL CONTRAST VISUALLY WITH ADJOININGSURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT.2.CONTRACTOR TO INSTALL DETECTABLE WARNINGS WHENSIDEWALK INTERSECTS A HAZARDOUS VEHICULAR AREA.3.DOMES SHALL HAVE A BASE DIAMETER OF 0.9 IN (23 mm) MIN. TO1.4 IN (36 mm) MAX, AND A TOP DIA. OF 50% TO 65% MAX. OF THEBASE DIA.4.TRUNCATED DOMES SHALL HAVE A HEIGHT OF 0.2" (5.1 mm).5.TRUNCATED DOMES SHALL HAVE A CENTER TO CENTERSPACING OF 1.6 IN (41 mm) MIN. AND 2.4 IN. (61 mm) MAX. AND ABASE TO BASE SPACING OF 0.65 IN. (16.5 mm) MIN., MEASUREDBETWEEN THE MOST ADJACENT DOMES ON THE GRID.NOTE TO DESIGNER:IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY WHERE THE WALKING SURFACE AND PAVEMENT ARE NOT SEPARATED BYCURBS, RAILING OR OTHER ELEMENTS, THE BOUNDARY BETWEEN THE AREA SHALL BE DEFINED BY A CONTINUOUS DETECTABLEWARNING WHICH IS MIN. 36" WIDE (ADA ACCESSIBLE GUIDELINES PRINTED 11-4-06) AND MIN. 24" DEPTH.TRUNCATED DOME PATTERN50%-65% BASE DIAMETER..0.2 IN.5 mm.0.9 -1.4 IN.23 -36 mm1.6 - 2.4 IN.41 - 61 mm0.65 IN. MIN. 16.5 mm1.6 - 2.4 IN.41 - 61 mm24"N.T.S.N.T.S.N.T.S.N.T.S.HANDRAIL DETAILPOST AND RAIL FENCE W/ CHAINLINK38" MAX. 34" MIN.GROUT POCKET DETAIL6" TYP.1:12 MAX. SLOPEAS REQUIRED FOR30' MAXIMUMSPECIFICATIONS:1. RAMP AND HANDRAIL TO BE INSTALLED IN ACCORDANCE WITH MA CMR521REGULATIONS.2. MATERIAL - 1.25" OR 1.50" O.D. SCH 40 ALUMINUM OR STEEL PIPE.3. FINISH - NATURAL OR HARDCOAT BLACK ANODIZED OR SEMI GLOSS BLACK PAINTED.4. ALL WELDS SHALL BE GROUND SMOOTH5. APPROVED MANUFACTURERS-LOCAL FABRICATION OR CRANE VEYOR CORP (818)442-1524 MODEL NO. C4300 OR MOULTRIE MFG. CO. (800) 841-8674 WESRAIL SYSTEM.EDGE OFWALKMINIMUM DIAMETER = 1.25"MAXIMUM DIAMETER = 1.50"MAX. 1:12 SLOPERAMP SURFACEGROUT POCKET(TYP.)EQUALEQUAL5'-0" CLEAR WIDTH(UNLESS OTHERWISENOTED ON SITE PLAN)6" HOLD27" MAX.7'-0"12" (MEASURED TO THESTART OF THE INSIDERETURN RADIUS)12" (MEASURED TO THE START OFTHE INSIDE RETURN RADIUS)NOTES:1. RAMP SURFACE MAY NOT EXTEND INTO ANY PORTION OF THE PARKING SPACE ORASSOCIATED STRIPED ISLAND.2. RAMPS, HANDRAILS & APPLICABLE SIGNAGE SHALL BE CONSTRUCTED INACCORDANCE WITH THE LATEST A.D.A. ACCESSIBILITY GUIDELINES.3. RAMP RUNS SHALL HAVE A MAXIMUM RISE OF 30" BEFORE A MIN. 5.0' x 5.0' LEVELLANDING AREA PER A.D.A. ACCESSIBILITY GUIDELINES IS REQUIRED.4. RAMPS & LANDINGS SHALL BE DESIGNED TO PREVENT WATER ACCUMULATION WITHINSLOPE REQUIREMENTS OF A.D.A. ACCESSIBILITY GUIDELINES.5. IN INSTANCES WHERE DROP HEIGHT MEASURED FROM RAMP SURFACE TO ADJACENTFINISHED GRADE EXCEEDS 30", INTERMEDIATE VERTICAL RAILS SHALL BE INSTALLED INACCORDANCE WITH APPLICABLE STATE BUILDING CODE. CLEAR SPACE BETWEENVERTICALS SHALL BE LESS THAN 4-INCHES.4" (MAX.)4" (MAX.)4" (MAX.)PROVIDE MAX 30" REVEAL/DROP HEIGHT TOADJACENT FINISHED GRADE (SEE NOTE #5)FINISHED GRADENOTES:1. POST AND RAILS TO BE UNTREATED CEDAR OR PRESSURE TREATED PINE OR EQUIVALENT.2. BACKFILL AND3 COMPACT 12" DEEP WITH 3/4" CLEAN STONE, PLACE IN 6" LIFTS.3.PLACE 2,500 PSI CONCRETE OR GROUT AROUND THE POST UP TO BOTTOM OF THE TOP SOIL.TAPPING SLEEVE & GATE VALVE DETAIL(DETAIL FOR GENERAL PURPOSES. GC TO COORDINATE CONNECTION W/ CITY OF SARATOGA DEPARTMENT OF PUBLIC WORKS)EXISTING WATER MAINTAPPING SLEEVETAPPING VALVE & BOXTAPPING VALVE & BOXCONCRETE THRUST BLOCKUNDISTURBED MATERIALWATER QUALITYFILTER FABRIC6" DIA. PERFORATEDUNDERDRAIN PIPE IN 12" GRAVEL JACKET PERMEABLE SOIL (DEPTH VARIES)PER NRCS CLASS SM (NRCS, 1984) (PERCOLATION RATE = 10 MIN/IN)2:1 SIDE SLOPEOR FLATTER2:1 SIDE SLOPEOR FLATTERGRASS (TYP)GRASS (TYP)BOTTOM WIDTHVARIES (2' MIN., 8' MAX.)1'DRY SWALE DETAIL1.0'30"N.T.S.ST A T E OF NEW YORKV I SHAL RAI104641LICENSED PROFESSIONAL E N GINEER