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HomeMy WebLinkAbout20230222 12 St. Raymond Ct Final Subdivision PlansSt Raymond Court Subdivision12 St Raymond Court, Saratoga Springs, NY 12866SHEET INDEX:COVERS1 EXISTING CONDITIONS PLANS2SUBDIVISION PLANC-1.0SITE PREPARATION AND DEMOLITION PLANC-2.0SITE LAYOUT PLANC-2.1SUBDIVISION LAYOUT PLANC-3.0UTILITY PLANC-4.0DETAILSC-4.1 DETAILSCITY OF SARATOGA SPRINGS STANDARD NOTES40 Long AlleySaratoga SpringsNew York 12866P 518/587-8100F 518/587-0180www.thelagroup.comApril 6, 2023PROJECT LOCATION MAP:PROJECT VICINITY MAP:PREPARED BY:SURVEYOR:ROW Survey:CIty of Saratoga Springs474 BroadwaySaratoga Springs, NY 12866(518)587-3550APPLICANT:12 St Raymond Ct, LLC1761 Central AveAlbany, NY 12205PROJECT SITESARATOGA CITY HALLCONGRESS PARKSARATOGA HIGHSCHOOLGRAND AVE GRAND AVEWEST AVEWASHINGTON STREETWASHINGTON STREETSITE STATISTICSPROPOSED USE: SINGLE FAMILY RESIDENTIAL TAX MAP PARCEL PARCEL SIZE#165.72-1-60.37 ACZONING DISTRICTUR-2: URBAN RESIDENTIALMIN. LOT AREA6,600 S.F.MIN. AVERAGE WIDTH (FT):60 FTMAX. BUILDING COVERAGE 40%MAX. IMPERVIOUS SURFACE COVERAGE70%MAX. BUILDING HEIGHT 40 FTMIN. FRONT SETBACK10 FTMIN. INTERIOR SIDE SETBACK8 FTMIN. TOTAL INTERIOR SIDE SETBACK20 FTMIN. REAR SETBACK25 FT N.Y.S DEPARTMENT OF HEALTH REALTYSUBDIVISION CONDITIONS OF APPROVAL1.THAT THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR TREATMENTSHALL BE INSTALLED IN CONFORMITY WITH SAID PLANS.2.THAT NO LOT OR REMAINING LAND SHALL BE SUBDIVIDED WITHOUT PLANS FOR SUCH RESUBDIVISIONBEING SUBMITTED TO AND APPROVED BY THE NEW YORK STATE DEPARTMENT OF HEALTH (NYSDOH).3.THAT THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH WATER SUPPLY AND/ORSEWAGE TREATMENT FACILITIES WERE INSTALLED WITH A REPRODUCTION OF THE APPROVED PLANS ANDAN ACCURATE AS-BUILT PLAN DEPICTING ALL INSTALLED SANITARY FACILITIES.4.THAT THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH NO WATER SUPPLY AND/ORSEWAGE TREATMENT FACILITIES INSTALLED WITH A REPRODUCTION OF THE APPROVED PLANS AND SHALLNOTIFY THE PURCHASER OF THE NECESSITY OF INSTALLING SUCH FACILITIES IN ACCORDANCE WITH THEAPPROVED PLANS.5.THAT PLAN APPROVAL IS LIMITED TO 5 YEARS AND SHALL EXPIRE ON __________. TIME EXTENSIONS FORPLAN APPROVAL MAY BE GRANTED BY THE NYS DEPARTMENT OF HEALTH BASED UPON DEVELOPMENTFACTS AND THE REALTY SUBDIVISION REGULATIONS IN EFFECT AT THAT TIME. A NEW PLAN SUBMISSIONMAY BE REQUIRED TO OBTAIN A TIME EXTENSION.6.THAT THE APPROVED PLANS MUST BE FILED WITH THE SARATOGA COUNTY CLERK PRIOR TO OFFERINGLOTS FOR SALE AND WITHIN 62 DAYS OF THE DATE OF PLAN APPROVAL.7.THAT ALL LOCAL AND OTHER STATE AGENCY RULES AND REGULATIONS SHALL BE COMPLIED WITH.8.THAT THE SANITARY FACILITIES (I.E. INDIVIDUAL WATER WELLS AND SEWAGE TREATMENT SYSTEMS) ONTHESE LOTS SHALL BE INSPECTED FOR COMPLIANCE WITH THE APPROVED PLANS AT THE TIME OFCONSTRUCTION BY A P.E., R.A., OR EXEMPT L.L.S. AND WRITTEN CERTIFICATION TO THAT EFFECT SHALL BESUBMITTED TO THE NYSDOH AND THE TOWN OF WILTON CODE ENFORCEMENT OFFICE WITHIN 30 DAYS ANDPRIOR TO OCCUPANCY.Parcel Survey:Survey Associates, LLC432 Broadway, Suite 5Saratoga Springs, NY 128661.ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS.2.THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929.3.APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW ANDAPPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINALPLAN.4.THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION.CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL AREREQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER.5.ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TOCONSTRUCTION.6.THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCKTHAT THE FIRE DEPARTMENT DESIGNATES.7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THESTREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY.8.CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED.9.ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT ORDEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY.10.ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTORPRIOR TO SUBMISSION OF THE AS-BUILT DRAWINGS.11.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVEDPLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS-BUILT" DRAWING HAS BEEN PREPARED INACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.Planning Board # 202XXXXXApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________ 116.18'60.00'ED G E O F P A V E M E N T 206.7 + 204.2 + GA T E LANDS NOW OR FORMERLY OF FRANK A. SPENSIERI, JR. AND JILLIAN K. SPENSIERI DEED NO. 2022011090 LANDS OF 12 ST. RAYMOND CT., LLC DEED NO. 2021043914 AREA = 16,055± SQ. FT. LANDS NOW OR FORMERLY OF ASHLEY AND ALEXANDER BUDD DEED NO. 2017010891 LANDS NOW OR FORMERLY OF AMY L. HETTRICH DEED NO. 2020025760 SEE NOTE NO. 3 SPOT ELEV. (TYP.) APRON MACADAM 206.2 + + 206.4 PLASTIC SHED NEIGHBOR'S 206.6 + 203.7 + 202.7 + 203.6 + (NO WIRES) POLE UTILITY OLDVINYL FENCEPOLE UTILITY NEW BBBBBB B B B B B B B B B B B 205.1 + 204.6 + 203.8 + 203.5 +203.7 + 203.1 + 203.5 + 201.4 + 201.7 + 201.8 + 201.7 + 201.5 + + 199.7 198.7 + 197.2 + + 196.0 + 200.2 197.4 + 199.4 +EDGE OF PAVEMENTLOT 11 (MAP REF. NO. 1) LOT 13 (MAP REF. NO. 1) PA V E D W A L K (MAP REF. NO. 2) LOT 22 (MAP REF. NO. 1) LOT 12 RE C O R D ~ M A P R E F . N O . 1 & 2 COURT ST. RAYMOND OV E R H E A D U T I L I T Y L I N E S ( T Y P . ) CHAIN LINK FENC E CH A I N L I N K F E N C E CH A I N L I N K F E N C E ON LINE IRON ROD FOUND 165.72-1-6 TAX MAP PARCEL NO. IRON ROD FOUND ANCHOR GUY GARAGEPUMP PITCHER W BBBBXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X R=50.00' L=80.00' C=71.74' N22°51'35"W 11 3 . 7 7 ' N0 3 ° 5 9 ' 3 8 " E S65°29'00"W N70°06'00"E(MAP REF. NO. 1) LOT 10 LANDS NOW OR FORMERLY OF GAIL C. ANDERSON DEED NO. 2018000112 PAGE 306 BOOK 872 OF DEEDS, DOROTHY BEMIS WAYNE C. AND FORMERLY OF LANDS NOW OR (MAP REF. NO. 1) LOT 9 206.1 + + 203.5 + 203.2 + 202.3 + 202.0 202.0 + CH A IN L I N K F E N C E XXXXXXXXSHED METAL XXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 16 6 . 8 5 ' S2 4 ° 3 1 ' 0 0 " E MARKER GAS LINE D YH HYDRANT MAXIMUM BUILDING COVERAGE: 40% MINIMUM SETBACKS: MINIMUM LOT SIZE: 6,600 SQ. FT. MINIMUM LOT WIDTH: 60 FT. ZONING INFORMATION: ZONING DISTRICT: UR-2 FRONT: 10 FT. ONE SIDE: 8 FT. TOTAL SIDE: 20 FT. REAR: 25 FT. NOT TO SCALE SITE LOCATION MAP MAXIMUM IMPERVIOUS SURFACE COVERAGE: 70% MAXIMUM BUILDING HEIGHT: 40 FT. MAXIMUM FIRST FLOOR ELEVATION WHEN PRINCIPAL BUILDING WITHIN 20' OF SIDE LOT LINES 4 FT. MIN. CORNER SIDE: 10 FT. 12 ST. RAYMOND CT., LLC AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR MAP ENTITLED "WESTHAVEN COURTS", DATED JUNE 1962, MADE BY ANDREW G. STINE. L.S. AND FILED IN THE SARATOGA COUNTY CLERK'S MAP ENTITLED "WESTHAVEN COURTS - UNIT 2", DATED AUGUST 1963, MADE BY ANDREW G. STINE. L.S. AND FILED IN THE SARATOGA COUNTY DEED DATED OCTOBER 26, 2021 FROM JOHN GEORGE BETOR AND LETA A. BETOR TO UNLESS OTHERWISE NOTED, OFFSET DIMENSIONS ARE MEASURED TO THE ROOF LINES. DEED REFERENCE: NOTES: MAP REFERENCES: 1.) 2.) 1.) 1.) 2.) 3.) A TITLE REPORT. AS DEED NO. 2021043914. OFFICE AS MAP NO. "HH-56". CLERK'S OFFICE AS MAP NO. "HH-60". THE ELEVATION DATUM IS ASSUMED.PLACECHARLESST.SITEAV E N U E WE S T ST . R O S E C T . AVENUE GRAND ST LEA C T. ST.RAY M O N D CT. PLANNING BOARD PROJECT NO. 2023 . . . OWNER/DEVELOPER: 12 ST. RAYMOND CT., LLC PHONE (518) 618-6120 ALBANY, NEW YORK 12205 URVEY PH. (518) 583-7302 FAX (518) 583-7303 SSOCIATES, LLC EXISTING CONDITIONS PLAN (INSIDE DISTRICT) SARATOGA COUNTY, NEW YORK CITY OF SARATOGA SPRINGS 1 INCH = 10 FEET OF THE NEW YORK STATE EDUCATION LAW. UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB-PARAGRAPH (2) 12 ST. RAYMOND CT., LLCSUBDIVISION OF LANDS OF 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE DANIEL C. WHEELER P.L.S. LIC. NO. 50,137 CHAIRPERSON DATE SIGNED ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. CERTIFICATION: DANIEL C. WHEELER P.L.S. LIC. NO. 50,137 SCALE: LOCATION: TITLE: S 1761 CENTRAL AVE. A 2023-03-04 APRIL 4, 2023 MAP NO. DATE: SHEET S-1 DANIEL C. WHEELER, LS PROFESSIONAL LAND SURVEYING WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. PLANS AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE 6.) DEBRIS ONTO A PUBLIC ROAD. 8.) 7.) TO ANY CONSTRUCTION. PROJECT. 5.) CITY OF SARATOGA SPRINGS - STANDARD NOTES: SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING TO A LOCATION APPROVED BY THE CITY ENGINEER. SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE. ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE 4.) 3.) 2.) 1.) N70°06'00"E60.00' S2 4 ° 3 1 ' 0 0 " E 16 6 . 8 5 ' S65°29'00"W 116.18' N0 3 ° 5 9 ' 3 8 " E 11 3 . 7 7 ' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XBBBBW PITCHER PUMPGARAGE METAL SHEDXXXXXXXXGUY ANCHOR FOUND IRON ROD FOUND IRON ROD ON LINE CH A I N L I N K F E N C E CH A I N L I N K F E N C E CH A I N L IN K F E N CE CHAIN LINK FENC E OV E R H E A D U T I L I T Y L I N E S ( T Y P . ) ST. RAYMOND COURT ED G E O F P A V E M E N T RE C O R D ~ M A P R E F . N O . 1 & 2 LOT 22 (MAP REF. NO. 2) PA V E D W A L K (MAP REF. NO. 1) LOT 13 (MAP REF. NO. 1) LOT 9 (MAP REF. NO. 1) LOT 10 (MAP REF. NO. 1) LOT 11EDGE OF PAVEMENTB B B B B B B B B B B B BBBBBNEW UTILITY POLE VINYL FENCEOLD UTILITY POLE (NO WIRES) NEIGHBOR'S PLASTIC SHED MACADAM APRON DEED NO. 2020025760 AMY L. HETTRICH LANDS NOW OR FORMERLY OF DEED NO. 2017010891 ASHLEY AND ALEXANDER BUDD LANDS NOW OR FORMERLY OF DEED NO. 2022011090 FRANK A. SPENSIERI, JR. AND JILLIAN K. SPENSIERI LANDS NOW OR FORMERLY OF GA T E LANDS NOW OR FORMERLY OF WAYNE C. AND DOROTHY BEMIS BOOK 872 OF DEEDS, PAGE 306 LANDS NOW OR FORMERLY OF GAIL C. ANDERSON DEED NO. 2018000112 N4 0 ° 5 7 ' 1 4 " E 63 . 8 7 ' N62 ° 1 3 ' 5 5 " E 43. 1 2 ' N52°51'34"W C=27.29' L=27.64' R=50.00' N07°01'23"W C=50.00' L=52.36' R=50.00' 90 . 2 0 ' 76 . 6 5 ' 12 FT. BLDG. LINE 10 F T . B L D G . L I N E 8 F T . B L D G . L I N E 12 F T . B L D G . L I N E 25 FT . B L D G . LINE 25 F T . BLDG . L I N E LOT 1 AREA = 9,135± SQ. FT. AREA = 6,920± SQ. FT. LOT 2 GAS LINE MARKER D YH HYDRANT MAXIMUM BUILDING COVERAGE: 40% MINIMUM SETBACKS: MINIMUM LOT SIZE: 6,600 SQ. FT. MINIMUM LOT WIDTH: 60 FT. ZONING INFORMATION: ZONING DISTRICT: UR-2 FRONT: 10 FT. ONE SIDE: 8 FT. TOTAL SIDE: 20 FT. REAR: 25 FT. NOT TO SCALE SITE LOCATION MAP MAXIMUM IMPERVIOUS SURFACE COVERAGE: 70% MAXIMUM BUILDING HEIGHT: 40 FT. MAXIMUM FIRST FLOOR ELEVATION WHEN PRINCIPAL BUILDING WITHIN 20' OF SIDE LOT LINES 4 FT. MIN. CORNER SIDE: 10 FT.PLACECHARLESST.SITEAV E N U E WE S T ST . R O S E C T . AVENUE GRAND ST LEA C T. ST.RAY M O N D CT. PLANNING BOARD PROJECT NO. 2023 . . . OWNER/DEVELOPER: 12 ST. RAYMOND CT., LLC PHONE (518) 618-6120 ALBANY, NEW YORK 12205 URVEY PH. (518) 583-7302 FAX (518) 583-7303 SSOCIATES, LLC SUBDIVISION PLAN (INSIDE DISTRICT) SARATOGA COUNTY, NEW YORK CITY OF SARATOGA SPRINGS 1 INCH = 10 FEET OF THE NEW YORK STATE EDUCATION LAW. UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB-PARAGRAPH (2) 12 ST. RAYMOND CT., LLCSUBDIVISION OF LANDS OF 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE DANIEL C. WHEELER P.L.S. LIC. NO. 50,137 CHAIRPERSON DATE SIGNED ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. CERTIFICATION: DANIEL C. WHEELER P.L.S. LIC. NO. 50,137 SCALE: LOCATION: TITLE: S 1761 CENTRAL AVE. A 2023-03-04 APRIL 4, 2023 MAP NO. DATE: SHEET S-2 DANIEL C. WHEELER, LS PROFESSIONAL LAND SURVEYING WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. PLANS AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE 6.) DEBRIS ONTO A PUBLIC ROAD. 8.) 7.) TO ANY CONSTRUCTION. PROJECT. 5.) CITY OF SARATOGA SPRINGS - STANDARD NOTES: SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING TO A LOCATION APPROVED BY THE CITY ENGINEER. SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE. ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE 4.) 3.) 2.) 1.) 12 ST. RAYMAND CT., LLC THE TOTAL AREA OF THIS SUBDIVISION IS 16,055ā SQ. FT. 165.72-1-6 TAX MAP PARCEL NO. ALBANY, NY 12205 1761 CENTRAL AVENUE TOTAL AREA: PARCEL INFORMATION: OWNER: SAWCUT AND REMOVEASPHALT TO FACILITATE NEWSANITARY MAIN AND SERVICEINSTALLATIONS AND WATERSERVICE INSTALLATIONSSAWCUTSAWCUT SAWCUT GRAND AVENUEWORK TO BECOMPLETED BYTHE CITYREMOVEEXISTING FENCESTABILIZEDCONSTRUCTIONENTRANCECONCRETEWASHOUTCONCRETEWASHOUTSILT FENCESILT FENCESILT FENCE1.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALLEXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS ANDDRIVEWAYS.2.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROLDEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES INACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCDWITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT,PERSONS, AND PROPERTY FROM DAMAGE.3.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEWCONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BESAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTEDUNTIL ABUTTING MATERIALS ARE INSTALLED.PROTECTION NOTES:105101520200Scale: 1" = 20'LEGENDPROPERTY LINEASPHALT REMOVALSITE PREPARATIONAND DEMOLITION PLANC-1.01"=20'EXISTING SANITARY MAINSAWCUT© the LA Group 2017Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.12 St Raymond Ct,LLC1761 Central Ave,Albany, NY 12205Save Date: 4/5/2023 12:14 PMFile Name: G:\Proj-2022\2022098_St_Raymond_Court_Sudvision\2022098CAD\C-1.0_Site Prep.dwgPlotted By:CAMERON P. ALBER 12 St Raymond CtSubdivision12 St Raymond CtSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2022098DBHCPADBH4/04/2023Planning Board # 202XXXXXApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________PROPERTY LINEPROPERTY LINE GRAND AVENUELOT 10.21 ACRES9,137S.F.LOT 20.16 ACRES6,935 S.F.TYPICAL SINGLEFAMILYRESIDENCESEE SHEET C-2.1NEW ASPHALTPAVEMENTWORK TO BECOMPLETED BYTHE CITY165.72-1-711 ST RAYMOND COURT165.72-1-1015 ST RAYMOND COURT165.72-1-97 ST RAYMOND COURTTM 165.72-1-813 ST RAYMOND COURT12 ST RAYMOND COURT10 ST RAYMOND COURT165.72-1-5165.73-1-1PROPERTYLINE165.64-1-9165.64-1-8165.64-1-6165.65-3-19.1165.65-3-18165.65-3-17165.65-3-16165.73-1-4165.73-1-5165.73-1-6165.73-1-3165.73-1-2165.65-3-19.2165.64-1-7165.72-1-5165.72-1-4165.72-1-3165.72-1-26165.72-2-201165.72-2-202165.72-2-203165.72-2-204165.72-2-301165.72-2-302165.72-2-303165.72-2-304165.72-2-401165.72-2-402165.73-1-1165.72-1-13.1165.72-1-12165.72-1-11165.73-1-33165.73-1-34165.73-1-35165.73-1-36165.73-1-12.1165.73-1-31165.73-1-32165.73-1-7165.72-1-29165.72-1-23165.72-1-10165.72-1-9165.72-1-8165.72-1-6165.73-1-37165.72-1-7GRAND AVEWE S T A V E ST CHARLES PLST RAYMOND CT ST LEA CT ST R O S E C T BE N E D I C T S T 105101520200Scale: 1" = 20'LEGENDPROPERTY LINENEW ASPHALT PAVMENTSITE LAYOUTPLANC-2.01"=20'1.ALL LINE AND GRADE INFORMATION SHALL BE LAIDOUT BY A NEW YORK STATE REGISTERED SURVEYORENGAGED BY THE CONTRACTOR.2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TOCONSTRUCTION. THE OWNER'S REPRESENTATIVESHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELDADJUSTMENTS MUST BE APPROVED BY THE OWNER'SREPRESENTATIVE PRIOR TO CONSTRUCTION.3.ALL LINES AND DIMENSIONS ARE PARALLEL ORPERPENDICULAR TO THE LINES FROM WHICH THEYARE MEASURED UNLESS OTHERWISE NOTED.4.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOMOF CURB TO FACE OR BOTTOM OF CURB.5.FIELD ADJUSTMENTS MUST BE APPROVED BY THEOWNER'S REPRESENTATIVE AND IF NECESSARYAPPROPRIATE MUNICIPAL OFFICIALS.6.ALL LAYOUTS FOR WALKS AND PATHS SHALL BEADEQUATELY STAKED BY THE CONTRACTOR ANDAPPROVED BY THE OWNER'S REPRESENTATIVEPRIOR TO CONSTRUCTION.7.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS ANDSITE IMPROVEMENTS SHALL BE STAKED IN THE FIELDFOR APPROVAL BY THE OWNER'S REPRESENTATIVEPRIOR TO CONSTRUCTION.8.CONTRACTOR SHALL COORDINATE LOCATION OF ALLUTILITIES (LINES, DUCTS, CONDUITS, SLEEVES,FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSEDLANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS,TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS,ETC.). CONTRACTOR SHALL REPORT ANYDISCREPANCIES TO OWNER'S REPRESENTATIVEPRIOR TO CONTINUING WORK.9.ALL EXISTING UTILITIES ARE SHOWN IN THEIRRELATIVE POSITION. CONTRACTOR IS RESPONSIBLEFOR VERIFYING THE VERTICAL & HORIZONTALPOSITION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION.LAYOUT NOTESPROPERTY SETBACK© the LA Group 2017Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.12 St Raymond Ct,LLC1761 Central Ave,Albany, NY 12205Save Date: 4/5/2023 12:57 PMFile Name: G:\Proj-2022\2022098_St_Raymond_Court_Sudvision\2022098CAD\C-2.0_Layout.dwgPlotted By:CAMERON P. ALBER 12 St Raymond CtSubdivision12 St Raymond CtSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2022098DBHCPADBH4/04/2023PROPERTIES WITHIN 300 FEET501001501500Scale: 1" = 150'Planning Board # 202XXXXXApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________ LOT 10.21 ACRES9,137S.F.LOT 20.16 ACRES6,935 S.F.25' REAR SETBACK25' REAR SETBACK12' SIDE SETBACK10' FRONT SETBACK8' SIDE SETBACK25.00'8' SIDE SETBACK10' FRONT SETBACK12' SIDE SETBACKTYPICAL SINGLEFAMILYRESIDENCE27.29'90.20'62.51'50.29' 76.66' 70.33'ST. RAYMOND COURTPROPERTY LINEBUILDING SETBACKBUILDING SETBACKBUILDING SETBACKPROPERTY LINE12 ST RAYMOND COURT10 ST RAYMOND COURTPROPERTY LINE1AGSUBDIVISION LAYOUT PLANC-2.11"=10'8642510100Scale: 1" = 10'1.ALL LINE AND GRADE INFORMATION SHALL BE LAIDOUT BY A NEW YORK STATE REGISTERED SURVEYORENGAGED BY THE CONTRACTOR.2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TOCONSTRUCTION. THE OWNER'S REPRESENTATIVESHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELDADJUSTMENTS MUST BE APPROVED BY THE OWNER'SREPRESENTATIVE PRIOR TO CONSTRUCTION.3.ALL LINES AND DIMENSIONS ARE PARALLEL ORPERPENDICULAR TO THE LINES FROM WHICH THEYARE MEASURED UNLESS OTHERWISE NOTED.4.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOMOF CURB TO FACE OR BOTTOM OF CURB.5.FIELD ADJUSTMENTS MUST BE APPROVED BY THEOWNER'S REPRESENTATIVE AND IF NECESSARYAPPROPRIATE MUNICIPAL OFFICIALS.6.ALL LAYOUTS FOR WALKS AND PATHS SHALL BEADEQUATELY STAKED BY THE CONTRACTOR ANDAPPROVED BY THE OWNER'S REPRESENTATIVEPRIOR TO CONSTRUCTION.7.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS ANDSITE IMPROVEMENTS SHALL BE STAKED IN THE FIELDFOR APPROVAL BY THE OWNER'S REPRESENTATIVEPRIOR TO CONSTRUCTION.8.CONTRACTOR SHALL COORDINATE LOCATION OF ALLUTILITIES (LINES, DUCTS, CONDUITS, SLEEVES,FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSEDLANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS,TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS,ETC.). CONTRACTOR SHALL REPORT ANYDISCREPANCIES TO OWNER'S REPRESENTATIVEPRIOR TO CONTINUING WORK.9.ALL EXISTING UTILITIES ARE SHOWN IN THEIRRELATIVE POSITION. CONTRACTOR IS RESPONSIBLEFOR VERIFYING THE VERTICAL & HORIZONTALPOSITION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION.LAYOUT NOTESLEGENDPROPERTY LINENEW ASPHALT PAVMENTPROPERTY SETBACK© the LA Group 2017Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.12 St Raymond Ct,LLC1761 Central Ave,Albany, NY 12205Save Date: 4/5/2023 12:57 PMFile Name: G:\Proj-2022\2022098_St_Raymond_Court_Sudvision\2022098CAD\C-2.0_Layout.dwgPlotted By:CAMERON P. ALBER 12 St Raymond CtSubdivision12 St Raymond CtSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2022098DBHCPADBH4/04/2023Planning Board # 202XXXXXApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________PLANT LISTSYM.QTY.BOTANICAL NAMECOMMON NAMESIZEREMARKS/SPACINGPLANTING SIZECOMMENTORNAMENTAL TREESAG1Amelanchier x grandiflora 'Autumn Brilliance'Serviceberry8'-10' ht.B&B, MULTI-STEM2 1/2'-3' CAL.CLUMP FORM GRAND AVENUECONNECT TO EXISTING MANHOLEINV IN: 184.00SMH-1RIM:193.52INV IN: 188.00INV OUT: 187.90SMH-2RIM:197.94INV. IN: 193.40INV. IN: 193.40INV. OUT: 193.308" SDR-26 PVC SANITARY LINE6" SDR-26 PVCLATERAL, 2% SLOPE6" SDR-26 PVCLATERAL, 2% SLOPE6" SDR-26 PVCLATERAL, 2% SLOPE6" SDR-26 PVCLATERAL, 2% SLOPECONNECT TO SANITARY MAININV IN: 192.42CONNECT TO SANITARY MAININV IN: 186.23CONTRACTOR TO CONFIRMLOCATION AND ELEVATIONOF EXISTING WATER LINEWATER/SEWERCROSSING, PROVIDE 18"SEPARATIONCONNECT TO SANITARY MAININV IN: 192.616" SDR-26 PVCLATERAL, 2% SLOPECONTRACTOR TO CONFIRMLOCATION AND ELEVATIONOF EXISTING WATER LINEFFE: 200.50FFE: 203.153/4" TYPE K COPPERWATER SERVICEWORK TO BECOMPLETED BYTHE CITY3/4" CURBSTOP, TYPEXISTING FIRE HYDRANTTO REMAINEXISTING COBRA STYLE LIGHT1.PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTYLINES SHALL CONFORM TO AND BE INSTALLED AND TESTED INACCORDANCE WITH THE CITY OF SARATOGA SPRINGS.2.ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARDSPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATESTREVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATIONSDR-26 WITH SINGLE GASKET PUSH-ON JOINTS.3.LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PERINCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THESYSTEM. LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVEHEAD OF 2 FEET AND SHALL BE IN ACCORDANCE WITH SARATOGA COUNTYSEWER DISTRICT #1 STANDARDS.4.LOW PRESSURE AIR TESTING IS PERMITTED. TEST IS TO CONFORM TOUNIBELL PVC PIPE ASSOCIATION, UNI-B-6-98.SANITARY SEWER NOTESWATER SYSTEM NOTES1.WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTHOF COVER BELOW FINISHED GRADE OF 5'-0".2.SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS ANDAPPURTENANCES TO THE CITY ENGINEER PRIOR TO CONSTRUCTION.3.THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET(EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY ORSTORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATIONOF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY ORSTORM SEWER.4.NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLEDWITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESSADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN.SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILSAS CLOSE TO THE MAIN AS POSSIBLE.5.DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CANEASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE,BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BEPROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED INTHE AS-BUILT DRAWINGS.6.THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES ASSHOWN ON THE TRENCHING DETAIL.7.THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANSARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN.THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (1-800-962-7962) ANDTHE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANYHAVING JURISDICTION TO FIELD VERIFY THE LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THECONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIESSHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR.8.WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURERIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHEDPAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BYTHE OWNER'S REPRESENTATIVE.105101520200Scale: 1" = 20'LEGENDPROPERTY LINENEW ASPHALT PAVMENTPROPOSED SANITARY MAINUTILITYPLANC-3.01"=20'EXISTING SANITARY MAIN© the LA Group 2017Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.12 St Raymond Ct,LLC1761 Central Ave,Albany, NY 12205Save Date: 4/5/2023 12:56 PMFile Name: G:\Proj-2022\2022098_St_Raymond_Court_Sudvision\2022098CAD\C-3.0_Utility.dwgPlotted By:CAMERON P. ALBER 12 St Raymond CtSubdivision12 St Raymond CtSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2022098DBHCPADBH4/04/2023PROPOSED WATER SERVICEEXISTING WATER SERVICEPlanning Board # 202XXXXXApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________ 180190200180190200-0+200+00191.0191.051+00193.0192.952+00194.0194.02 3+00197.5 197.54 3+60SMH-1STA:1+49.97 OFF:0.00RIM:193.52INV IN:188.00 8" PVCINV OUT:187.90 8" PVC150' of 8"PVC @ 2.60%156' of 8"PVC @ 3.39%SMH-2STA:3+06.14 OFF:0.00RIM:197.94INV IN:193.40 6" PVCINV IN:193.40 6" PVCINV OUT:193.30 8" PVCEXISTING SMHSTA:0+00.00 OFF:0.00RIM:191.05INV IN:184.00 8" PVCINV IN:181.77 8" PVCINV OUT:181.82 8" PVC (W)EXISTING GRADE(E)(S)FIRST JOINT INVERTBAND CLAMPSTAINLESS STEELASSEMBLY IN CORED HOLEFLEXIBLE NEOPRENE BOOT SEAL3'-0" MAX.3"MIN.INSIDE FACE OF MANHOLEMORTAR AFTER INSTALLATIONHOLDING BOOTALUMINUM ALLOY KORBAND2" PROJECTION INTOM.H. AT PIPE SPRINGLINEFORM NEW CEMENT INVERTFROM NEW PIPE TO EXISTINGMANHOLE INVERTTOP OF BASE SLABPRECAST CONCRETEBASE SECTIONNOTES:1.TACK COAT BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTERPLACING THE BINDER COURSE.PAVEMENTTYPETOPCOURSEBINDERCOURSEGRAVELCOURSESUBGRADE - COMPACTED TO90% STANDARD PROCTORCOMPACTED GRAVEL -NYSDOT TYPE 2 (SECT.304) COMPACTED TO 95%STANDARD PROCTORBINDER COURSE - NYSDOT ITEM402.198902 - 19F9 H.M.A., 80SERIES COMPACTION PGBINDER (LIQUID ASPHALT)GRADE SHALL BE PG-64-22TACK COAT - NYSDOT ITEM407-0102 DILUTEDTOP COURSE - NYSDOT ITEM402.098302 - 9.5F3 H.M.A., 80SERIES COMPACTIONESALLEVELSTANDARDROADWAY1-1/2"3"12"<0.3MILLIONPROPOSED PAVINGEXISTING PAVING TO REMAIN12"KEYED PAVEMENT TO BE FLUSH WITHEXISTING PAVEMENT TO REMAINNOTE:THIS DETAIL IS FOR NEW BITUMINOUS PAVEMENT ADJACENTTO EXISTING BITUMINOUS PAVEMENT TO REMAIN.1 1/2" MINIMUM DEEP KEY INTOEXISTING PAVEMENTEXISTING BASE MATERIALCOMPACTEDSUBGRADEPROPOSED BASECOURSE. SEE ASPHALTPAVEMENT DETAILPROPOSED BINDERCOURSEPROPOSED TOP COURSE1'-0"MIN.MIN.PIPEO.D .6" MIN.O.D./2COMPACTIONCOMPACTIONMECHANICALCOMPACTIONMECHANICALMECHANICALPLACEMENTMETHOD OFFINAL TRENCH BACKFILLPIPE ZONE BACKFILL1 & 21 & 2CRUSHEDEXCAVATEDCOVERVARIES12' MIN.PIPE O.D./26" MIN. +PIPE ZONE BEDDINGNYSDOT SIZEMATERIALDEPTHITEMNEW PVMT., SEE DETAILPVMT. RESTORATIONLAWN RESTORATION1111VARIES - AS REQ'D. 5'-0" MAX. VERT. WALL PIPE O.D. + 24"8"1'-6"AGGREGATESAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COATEXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT.EXIST. PVMT.SUBBASE MAT'L.; REFERTO NEW PVMT. DETAILBURIED IDENTIFICATIONWARNING TAPEFINAL TRENCH BACKFILL(SEE NOTE)PIPE ZONE BACKFILLPIPE ZONE BEDDING MAT'LTOPSOIL & SEEDAS SPECIFIEDMIN.KEYJT.CRUSHEDAGGREGATEMIN. 2' WIDE BY X 2" THICK INSULATIONBOARD, TAPE AT ALL JOINTSScale: Horizontal 1"=30', Vertical 1"=3'SANITARY PROFILE1Scale: NTSCONNECTION TO EXISTING SANITARY MAIN6Scale: NTSPIPE TRENCH DETAIL7Scale: NTSCONNECTION TO EXISTING MANHOLE3Scale: NTSSANITARY MANHOLE8Scale: NTSPAVEMENT KEY4Scale: NTSASPHALT PAVEMENT2DETAILSC-4.0NTSABAABBBWASH WASH WASH WASH PLANSECTION A-ASECTION B-BSTANDARD INVERTSMOOTH DROP INVERT FILLETONE-WAY INVERTMULTIPLE INVERT2"± PIPE PROJECTIONINTO MH, TYP.FORM SMOOTH CURVEFORM SMOOTHCURVEALIGN 0.8 DEPTHSOF DIFFERENT SIZEPIPES1/2" PER FOOT (MIN.) PITCHACROSS MHPIPEWASH 2"± PER FOOTCONCRETE BENCHWALL4,000 PSI MIN.SAWED HALF PIPE3'-0" MIN.3' OR 4'8"*CLNOTES: CLEAR OP'NINGAS REQ'D TO ADJUSTTO FINISHED GRADE.USE PRECAST UNITSECCENTRICCONESECTIONRISERSECTIONBOTTOMSECTIONCONEEXTENSION(S)MANHOLES SHALL MEET AASHTOHS20-44 WHEEL LOADINGREQUIREMENTS.AS REQ'D 4'-0" ID MIN.*0.8 ID 5"12" O.C.2" PER FOOT2'-6" MAX.2'-6"8"8"UNDISTURBED SUBGRADE OR ADDITIONALFOUNDATION STONE A.O.B.E.8"-12" CRUSHED STONE - #1 OR #2 NOMINALSIZE OR GRADATION A.O.B.E.SIZE AND LOCATION OF PIPESAS SPECIFIED4000 PSI CONCRETE BENCHWALL FORSANITARY MANHOLECIRCUMFERENTIAL REINFORCEMENT0.12 sq. in. PER LIN. FT. MIN.FOR SANITARY MANHOLE, BOOT TYPEFLEXIBLE MEMBRANE SLEEVE FORPIPE TO MEET ASTM SPEC. NO.C-923(SHOP DRAWINGS REQ'D)FOR SANITARY MANHOLE, JOINTS BUTYLSEALED - INDUSTRY STD. OR A.O.B.E.PRECAST CONCRETE SECTIONS -4,000 p.s.i. AT 28 DAYS, AIR-ENTRAINEDPRECAST CONCRETE GRADE RINGS6"(MIN.) TO 20"(MAX.) NO CONCRETEBRICK SHIM COURSESCAST IRON MANHOLE FRAME ANDCOVER - CAMBELL #1016 OR EQUAL, TOPSURFACE CHECKERED AND LABELED"CITY OF SARATOGA SPRINGS SANITARYSEWER" WITH LIFTING NOTCHES & VENTHOLES AS REQUIRED. (FRAME TO BE SETPARALLEL TO CROSS AND LONGITUDINALSLOPE OF PAVEMENT AND FLUSH TO 1/4"BELOW F.G.)REINFORCED PLASTIC NON-SLIPSTEPS PER NYSDOT 725-02.01FINISHED GRADE0.10'(MIN.) TO2'-6"(MAX.)Scale: NTSMANHOLE BENCHWALL5MATERIAL© the LA Group 2017Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.12 St Raymond Ct,LLC1761 Central Ave,Albany, NY 12205Save Date: 4/5/2023 4:48 PMFile Name: G:\Proj-2022\2022098_St_Raymond_Court_Sudvision\2022098CAD\C-4.0_Details.dwgPlotted By:CAMERON P. ALBER 12 St Raymond CtSubdivision12 St Raymond CtSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2022098DBHCPADBH4/04/2023Planning Board # 202XXXXXApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________ FULL LENGTH OF PIPECENTERED ON SEWER LINE18" MIN.5'-0" MIN.* SEE NOTEWATER LINESANITARY SEWER ORSTORM SEWERFINISHED GRADENOTE:(REFERENCE - "TEN STATE STANDARDS")WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BEMAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER WITH BOTTOM OFWATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICALSEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BEPROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALLBE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHT PRIOR TO BACKFILLING.5'-0" MIN.45.00°5'-0" MIN.CORPORATION STOP WITHCOMPRESSION FITTING,MUELLER H-15008 3/4"8" D.I.P WATER MAINCURB BOX; MUELLER 5'-6"± MODEL H-10314(IN TURF) MODEL H-10334 (IN CONCRETEWALK) (SIZE AS REQUIRED FOR 3/4" OR 1"SERVICE)CURB STOP; MUELLER ORISEAL MODELH-15209 COMPRESSION, MODEL H-15219(W/DRAIN) (SIZE AS REQUIRED FOR 3/4" OR 1"SERVICE)SEE DETAIL FOR SPLICETEMPORARY CAP OR PLUG AS NECESSARY3/4" MIN, SIZE TYPE K COPPER PIPESOLID CONC. BEARING BLOCK OR C.I. FOOTSEE NOTECURBROADWAY3/4" COPPER TUBING (TYPE K)NOTE:LOCATE CURB BOX BETWEEN CURBAND SIDEWALK AT CENTER OF TREEBELT. WHERE NO CURB/TREE BELT ISPRESENT INSTALL CURB BOX ATPROPERTY LINE.PROPERTY LINEDETAILSC-4.1NTSScale: NTSUTILITY CROSSING1Scale: NTSWATER SERVICE2© the LA Group 2017Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.12 St Raymond Ct,LLC1761 Central Ave,Albany, NY 12205Save Date: 4/5/2023 4:48 PMFile Name: G:\Proj-2022\2022098_St_Raymond_Court_Sudvision\2022098CAD\C-4.0_Details.dwgPlotted By:CAMERON P. ALBER 12 St Raymond CtSubdivision12 St Raymond CtSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2022098DBHCPADBH4/04/2023Planning Board # 202XXXXXApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________STRAWBALES STAKEDINTO GROUNDNOTE:1.WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TOADEQUATELY CONTAIN CONCRETE CLEANOUT.2.SIGN INDICATING LOCATION OF CONCRETE WASHOUT SHALL BEPROVIDED AT EACH LOCATION.10 MIL PLASTICLININGWOOD OR METALSTAKES (2 PER BALE)STAPLES (2 PERBALE)STRAW BALE10 MIL PLASTICLINING50'-0" OF 12" 50/50 MIXTURE OF TYPE 3AND TYPE 4 GRANULAR MATERIALOVER COMPACTED SUBGRADER.35'-0"TYP.24'-0"EDGE OF EXISTING ROADWAY50'-0"16" ABOVE GRADE 6"BELOW GRADE 10' MAX. ℄ TO ℄36" MIN., 2" HARDWOOD FENCEPOSTS, DRIVEN MIN. 16" INTOGROUND2' OVERALL FABRIC HT. 20" MIN.16" MIN.36" MIN. FENCE POSTFILTER FABRICFLOW6" MIN.EMBED FILTERCLOTH MIN. 8"INTO GROUNDSECTIONPERSPECTIVE VIEWFILTER FABRIC; FASTENED SECURELY TOFENCE POSTS W/ STAPLESFLOWFLOWNOTES:1.MINIMUM STONE SIZE SHALL BE 1"-4" STONE, INSTALLEDOVER FILTER FABRIC TO A MINIMUM DEPTH OF 6".2.MINIMUM WIDTH SHALL BE 12' FOR ONE WAY TRAFFIC, 24'FOR TWO WAY TRAFFIC. MINIMUM LENGTH SHALL BE 50'.3.ALL SURFACE WATER FLOWING OR DIVERTED TOWARDCONSTRUCTION ACCESSES SHALL BE PIPED BENEATHACCESS. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERMPREVENTING RUNOFF ONTO ADJACENT ROAD SHALL BEPERMITTED.4.ACCESS SHALL BE MAINTAINED IN A CONDITION WHICH WILLPREVENT TRACKING OR FLOWING OF SEDIMENT ONTOPUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALLBE REMOVED IMMEDIATELY.5.ALL VEHICLE WASHING SHALL BE DONE IN A STONESTABILIZED AREA WHICH DRAINS INTO AN APPROVEDSEDIMENT TRAPPING DEVICE.6.INSPECT AND MAINTAIN AS NEEDED TO CONFORM TOSPECIFICATIONS AND STORMWATER POLLUTIONPREVENTION PLAN.8' (MIN.)8' (MIN.)2' (MIN.)NOTES:1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U"TYPE OR HARDWOOD.2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCESHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHSHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 1/3 HEIGHT OF SILT FENCE IS REACHED OR WHEN"BULGES" DEVELOP IN THE SILT FENCE.CONCRETEWASHOUTCONCRETEWASHOUT SIGNScale: NTSSTABILIZED CONSTRUCTION ENTRANCE3Scale: NTSCONCRETE WASHOUT4Scale: NTSSILT FENCE5Scale: NTSTREE PLANTING6