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HomeMy WebLinkAbout20230222 12 St. Raymond Ct Final Subdivision Plans As-ApprovedSt Raymond Court Subdivision PROJECT LOCATION MAP: 0 SCALE: N.T.S. PROJECT VICINITY MAP: 1i SCALE: N.T.S. PREPARED BY: The LA GROUP C.1 Landscape Architecture & Engineering P.C. PeopCe. Purpose. Place. www.thelagroup.com SURVEYOR: ROW Survey: P 518/587-8100 Clty of Saratoga Springs F 518/587-0180 www.thelagroup.com 474 Broadway Saratoga Springs, NY 12866 40 Long Alley (518)587-3550 Saratoga Springs New York 12866 Parcel Survey: Survey Associates, LLC 432 Broadway, Suite 5 Saratoga Springs, NY 12866 SITE STATISTICS ITAX MAP PARCEL PARCEL SIZE #165.72-1-6 ZONING DISTRICT MIN. LOT AREA MIN. AVERAGE WIDTH (FT): MAX. BUILDING COVERAGE MAX. IMPERVIOUS SURFACE COVERAGE MAX. BUILDING HEIGHT MIN. FRONT SETBACK MIN. INTERIOR SIDE SETBACK MIN. TOTAL INTERIOR SIDE SETBACK MIN. REAR SETBACK 0.37 AC UR-2: URBAN RESIDENTIAL 6,600 S.F. 60 FT 40% 70% 40 FT 10 FT 8 FT 20 FT 25 FT PROPOSED USE: SINGLE FAMILY RESIDENTIAL APPLICANT: 12 St Raymond Ct, LLC 1761 Central Ave Albany, NY 12205 April 6, 2023 Revised June 6, 2023 SHEET INDEX: COVER S2 SUBDIVISION PLAN C-1.0 SITE PREPARATION AND DEMOLITION PLAN C-2.0 SITE LAYOUT PLAN G2.1 SUBDIVISION LAYOUT PLAN C-3.0 UTILITY PLAN C-4.0 DETAILS G4.1 DETAILS CITY OF SARATOGA SPRINGS STANDARD NOTES 1. 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 AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 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 ARE REQUIRED. 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 TO CONSTRUCTION. 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET 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 OR DEBRIS 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 CONTRACTOR PRIOR 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 APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. Planning Board # 20230222 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson • Date Signed: y/` GgRgG f LOT 13 (MAP REF. NO. 1) FOUND �IRON ROD ON LINE LANDS NOW OR FORMERLY OF FRANK A. SPENSIERI, JR. AND JILLIAN K. SPENSIERI DEED NO.2022011090 LOT 22 (MAP REF. NO. 2) N70'06'00"E NEIGHBOR'S PLASTIC SHED PITCHER PUMP CHAIN LINK FENCE LANDS NOW OR FORMERLY OF — AMY L. HETTRICH DEED NO.2020025760 / I IR ANY NCF / W IZ 0 Im $. GUY ANCHOR uo � 20 I N I z NEW III^IIr �o U p�� OLD UTILITY POLE / (NO WIRES) AREA = 9,135± SQ. FT. M� oM 2 — FOUND / IRON ROD N62'13'5! EDGE43.12' OF P / A�MENT HYDRANT (\ / N52'51'34"W / C=27.29' L=27.64' \ R=50.00' / $ E� 6"-° / / I / GAS LINE / O MARKER P AREA = 6,920± SO. FT_ I ST. RAYMOND MAPRON 50ACADAM C=50.00' c� L=52.36' I 9 R COURT =50.00' / N ILo / N aJ ! mJ I 0/ 12 FT. BLDG. LINE S65'29'00"W LANDS NOW OR FORMERLY OF ASHLEY AND ALEXANDER BUDD DEED NO.2017010891 LOM (MAP REF. NO. 1) CHAIN LINK FENCE 60.00' 116.1 i) Go o � N c0 O 4mi U Z Ld z Z z a U LOT g (MAP REF. NO. 1) LANDS NOW OR FORMERLY OF WAYNE C. AND DOROTHY BEMIS BOOK 872 OF DEEDS, PAGE 306 W METAL SHED LANDS NOW OR FORMERLY OF GAIL C. ANDERSON DEED NO.2018000112 LOST 10 (MAP REF. NO. 1) CITY OF SARATOGA SPRINGS - STANDARD NOTES: 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2.) ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE. 3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. 4.) THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR TO ANY CONSTRUCTION. 5.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE PROJECT. 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. 7.) ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. 8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. PARCEL INFORMATION: OWNER: 12 ST. RAYMAND CT., LLC 1761 CENTRAL AVENUE ALBANY, NY 12205 TAX MAP PARCEL NO. 165.72-1-6 TOTAL AREA: THE TOTAL AREA OF THIS SUBDIVISION IS 16,055f SQ. FT. DANIEL C. WHEELER P.L.S. LIC. NO. 50,137 CERTIFICATION: THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE JMEW�YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. APPROVED UNDER AUTH OF A RESOLUTION ADOPTED � 1 o% 22 BY THE P NNIN B D OF THE CITY OF SARATOGA SPRIN . AIRP RSO� DATE SIGNED S/I ST cy AR�FS A SITE_ h " y z z 0 � a Q � J r cn GRAND AVENUE SITE LOCATION MAP NOT TO SCALE ZONING INFORMATION: ZONING DISTRICT: UR-2 MINIMUM LOT SIZE: 6,600 SQ. FT. MINIMUM LOT WIDTH: 60 FT. MAXIMUM BUILDING COVERAGE: 40% 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. MINIMUM SETBACKS: FRONT: 10 FT. ONE SIDE: 8 FT. TOTAL SIDE: 20 FT. MIN. CORNER SIDE: 10 FT. REAR: 25 FT. k!�= E Y DANIEL C. WHEELER, LS PROFESSIONAL LAND SURVEYING 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 PH. (518) 583-7302 FAX (518) 583-7303 OWNER/DEVELOPER: 12 ST. RAYMOND CT., LLC 1761 CENTRAL AVE. ALBANY, NEW YORK 12205 PHONE (518) 618-6120 UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB -PARAGRAPH (2) OF THE NEW YORK STATE EDUCATION LAW. PLANNING BOARD PROJECT NO. 20230222 TITLE: SUBDIVISION PLAN I SUBDIVISION OF LANDS OF 12 ST. RAYMOND CT LOCATION: CITY OF SARATOGA SPRINGS (INSIDE DISTRICT) SARATOGA COUNTY, NEW YORK SCALE: 1 INCH = 10 FEET ., LLC DATE: APRIL 4, 2023 MAP N 0.2023-03-04 SHEET S-2 � N W � o Qua` aa� m � ej Z � J Q O w Z N M W M D LEGEND PROPERTY LINE PROPERTY SETBACK NEW ASPHALT PAVIVIENT LAYOUT NOTES 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 7. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. N U I I i i WORK TO BE COMPLETED BY THE CITY 165.72-1-10 15 ST RAYMOND COURT GRAND AVENUE NEW ASPHALT PAVEMENT 165.72-1-7 11 ST RAYMOND COURT 20 10 0 5 10 15 20 Scale: 1" = 20' PROPERTIES WITHIN 300 FEET PARCEL NUMBER LOCATION OWNER NAME LOT SIZE (ACRES) 165.73-1-7 260 GRAND AVE DEMETRAS, GEORGE J 0.12 165.73-1-6 6 ST LEA CT ANDERSON, GAIL C 0.32 165.73-1-5 2 ST CHARLES PL KILMER, SANDRA D 0.36 165.73-1-4 4 ST CHARLES PL PISTILLI, CORY 0.26 165.73-1-37 10 ST LEA CT ANDERSON, GAIL C 0.31 165.73-1-36 266 GRAND AVE THOMPSON-DUNLEAVY, RYAN PATRICK 0.32 165.73-1-35 268 GRAND AVE ENZIEN, JOHN M 0.24 165.73-1-34 270 GRAND AVE HENDERSON, COURTNEY 0.29 165.73-1-33 272 GRAND AVE WASHBURN, DAVID D 0.28 165.73-1-32 7 WEST CIRCULAR CT SMITH, MARY LOU 0.27 165.73-1-31 9 WEST CIRCULAR CT LAMBERT, ALPHONSE J 0.23 165.73-1-3 7 ST LEA CT ANDERSON, GAIL 0.34 165.73-1-2 8 ST LEA CT LEVINE, JOANNE 0.26 165.73-1-12.1 47 BENEDICT ST KALINOWSKI, THOMAS E 0.32 165.73-1-1 9 ST LEA CT BEMIS, DOROTHY 0.35 165.72-2-402 116 WEST AVE WEST AVE DEVELOPMENT, SARATOGA LLC 0.04 165.72-2-401 116 WEST AVE DEBERARDINIS, JOSEPH 0.04 165.72-2-304 116 WEST AVE MILLER, BARBARA HOWD 0.03 165.72-2-303 116 WEST AVE WEST AVE DEVELOPMENT, SARATOGA LLC 0.03 165.72-2-302 116 WEST AVE VECSEY, LAURA J 0.03 165.72-2-301 116 WEST AVE BULEY AVIOLI, CHERYL 0.03 165.72-2-204 116 WEST AVE DEGASPERIS, NICHOLAS 0.03 165.72-2-203 116 WEST AVE TOGA WEST CONDOS LLC 0.03 165.72-2-202 116 WEST AVE WEST AVE DEVELOPMENT, SARATOGA LLC 0.03 165.72-2-201 116 WEST AVE WEST AVE DEVELOPMENT, SARATOGA LLC 0.03 165.72-1-9 7 ST RAYMOND CT LOEFFLER, ROBERT J 0.4 165.72-1-8 13 ST RAYMOND CT HETTRICH, AMY L 0.28 165.72-1-7 11 ST RAYMOND CT BUDD, ASHLEY 0.33 165.72-1-6 12 ST RAYMOND CT 12 ST RAYMOND CT LLC 0.38 165.72-1-5 22 ST ROSE CT MURRAY, JANICE M 0.35 165.72-14 23 ST ROSE CT VERRO, PETER JOHN 0.54 165.72-1-3 24 ST ROSE CT BRAIM, ROBERTT 0.3 165.72-1-29 120 WEST AVE JABCO ENTERPRISES LLC 0.73 165.72-1-26 106 WEST AVE CHILLS, PAUL A 0.66 165.72-1-23 261 GRAND AVE WINROTH, ALBERT RL 0.76 165.72-1-13.1 GRAND AVE STEEPLE CHASE WEST LLC 1.41 165.72-1-12 276 GRAND AVE WILKINS, LENA M 0.31 165.72-1-11 274 GRAND AVE PARKER, GW 0.25 165.72-1-10 15 ST RAYMOND CT GRIFFITH, G 0.33 165.65-3-19.2 ST CHARLES PL REAR LEVINE, JOANNE 0.08 165.65-3-19.1 12 ST CHARLES PL SLOCUM, ZACHARY 0.29 165.65-3-18 10 ST CHARLES PL THOMAS J. MOODY & CHARLOTTE G. 0.3 165.65-3-17 8 ST CHARLES PL BREWER, JOHN F 0.28 165.65-3-16 6 ST CHARLES PL FRAMPUS, MARK R 0.24 165.64-1-9 18 ST CHARLES PL MAFFEI, LINDA 0.26 165.64-1-8 16 ST CHARLES PL KING, JOHN JOSEPH 0.27 165.64-1-7 21 ST ROSE CT BRENNER, KRISTIN 0.26 165.64-1-6 14 ST CHARLES PL BONACIO, ALFIO 0.27 Planning Board # 20230222 Approval 4 to �3 i Approved under authority of a resolution adopemi -� by the Planning Board of the City of Saratoga Chairperson a Date Signed: % GRAND AVE 150 0 50 100 150 Scale: 1" = 150' The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p. 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for.- 12 St Raymond Ct, LLC 1761 Central Ave, Albany, NY 12205 Project Title: 12 St Raymond Ct Subdivision 12 St Raymond Ct Saratoga Springs, NY 12866 Gj'� n Z(P 10 10 g®FES S Ia Project No.: 2022098 Design: DBH Drawn: CPA Ch'k'd: DBH Date: 4/04/2023 Scale: 1"=20' Rev: Description: Date: 1 1 City Comments 6/6/23 Drawing Title SITE LAYOUT PLAN Drawing No. C-2.0 3 U) LEGEND ®— — — PROPI — .. — PROPI w 'Z Tj , \�LQ NEW) 10 5 0 2 4 6 810 Scale: 1" = 10' ad LAYOUT NOTES 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID 7. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND OUT BY A NEW YORK STATE REGISTERED SURVEYOR SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD ENGAGED BY THE CONTRACTOR. FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE 8 SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM 9. OF CURB TO FACE OR BOTTOM OF CURB. 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. PLANT LIST CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. SYM. I QTY. BOTANICAL NAME COMMON NAME =1ZEREMARKS/SPACING PLANTING SIZE COMMENT TREES AG 1 Amelanchierx grandiflora'Autumn Brilliance' Serviceberry 8'-10' ht. B&B, MULTI -STEM 2 1/2-4' CAL, CLUMP FORM ER 1 Cercis canadensis Eastern Redbud 8'-10' ht. B&B 2 1/2% 3" CAL Planning Board # 20230222 Approval Approved under authority of a resolution adopted F'/r L d _1_ by the Planning Board of the City of Saratoga Springs -- Chairperson P Date Signed: �, J LCM1 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Pface. 40 Long Alley p: 518-587-8100 Saratoga Springs 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for• 12 St Raymond Ct, LLC 1761 Central Ave, Albany, NY 12205 Project Tit/e. 12 St Raymond Ct Subdivision 12 St Raymond Ct Saratoga Springs, NY 12866 OF NEB CO J l� n _ W c� �o o 091339 R�FESs10NP� ` Project No.: 2022098 Design: DBH Drawn: CPA Ch'k'd: DBH Date: 4/04/2023 Scale: 1"=10' Rev: Description: Date: Drawing Title SUBDIVISION LAYOUT P LA N Drawing No. C-2.1 LEGEND SAN X W N o Qua` EL a o m z�a ¢ow Z N m W m cD� m m E z a<nLL PROPERTY LINE NEW ASPHALT PAVM1=K1T PROPOSED SANITARY M EXISTING SANITARY MAI PROPOSED WATER SER' EXISTING WATER SERVII _ 20 10 0 5 10 15 20 Scale: 1" = 20' SANITARY SEWER NOTES 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS. 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH -ON JOINTS. 3. LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET AND SHALL BE IN ACCORDANCE WITH SARATOGA COUNTY SEWER DISTRICT #1 STANDARDS. 4. LOW PRESSURE AIR TESTING IS PERMITTED. TEST IS TO CONFORM TO UNIBELL PVC PIPE ASSOCIATION, UNI-B-6-98. WATER SYSTEM NOTES 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2. SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURTENANCES 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 OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 4. NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. 5. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS -BUILT DRAWINGS. 6. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 7. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR, 8. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. Planning Board # 20230222 Approval Approved under authority of a resolution adopted lv Z 6 by the Planning Board of the City of Saratoga Springs. Chairperson rt • Date Signed: 9' 0 The LA GROUP Landscape Architecture &Engineering P.C. Peop%. Purpose. Piace. 40 Long Alley p: 518-587-8100 Saratoga Springs 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for.- 12 St Raymond Ct, LLC 1761 Central Ave, Albany, NY 12205 Project Title.• 12 St Raymond Ct Subdivision 12 St Raymond Ct Saratoga Springs, NY 12866 of: INEI, B. c Lu 9133'3 RQ�ESS%0 Project No.: 2022098 Design: DBH Drawn: CPA Ch'k'd: DBH Date: 4/04/2023 Scale: 1"=20' Rev: Description: Date: Drawing Title UTI LITY PLAN Drawing No. 200 190 180 200 �Z�>• 180 -0+20 0+00 1+00 2+00 3+00 3+60 SANITARY PROFILE Scale: Horizontal 1 "=30', Vertical 1 "=3' EXISTING SEWER MAIN: ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR TAPPING SADDLE CONNECTION EASEMENT LIMIT TO BE APPROVED BY D.P.W. 45° OR 30" BEND AS REQ'D NEW SEWER MAIN CONSTRUCTION: 45` OR 60' WYE OR TEE/WYE 2"x 4" x 24" PRESSURE TREATED TO BE APPROVED BY D.P.W. SET PLUMB AT END OF LATERAL _ FLAGGED WITH FLOURESCENT COLORED _..._� SURVEY RIBBON FOR EASY IDENTIFICATION SEWER MAIN BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY — 6" MIN. SDR 35 PVC MIN, SCH. 40 PVC CITY PROPERTY PRIVATE PROPERTY SANITARY SEWER SERVICE - PLAN N.T.S. 3"± FINISHED GRADE REVEAL Lil 45' OR 30' BEND z SLOPE: 2% MIN. (1/4" PER FOOT) TO 10% MAX. o 'e 2"x 4"x 24" P.T. STAKE A5 REQ'D PIPE BEDDING AS RE � 'D Q 45... UNDISTURBED SUB —GRADE SANITARY SEWER SERVICE - SECTION NOTES: N . T. S. 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. 2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. APPROVED; CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13f2014 PLANNING BOARD DATE STANDARD DETAILSanitary Sewer Service SA-3 CONNECTION TO EXISTING SANITARY MAIN Scale: NTS Planning Board # 20230222 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Chairperson Date Signed: S� 2-3 C TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION IF, TACK COAT - NYSDOT ITEM 407-0102 DILUTED :BINDER COURSE - NYSDOT ITEM 402.198902 -19F9 H.M.A., 80 SERIES COMPACTION PG a ` BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 3 COMPACTED GRAVEL- ° NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 9 5% STANDARD PROCTOR SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL STANDARD 1-1/2" 3" 12" <0.3 ROADWAY MILLION NOTES: 1. TACK COAT BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING THE BINDER COURSE. ASPHALT PAVEMENT Scale: NTS PROPOSED TOP COURSE PROPOSED BINDER COURSE PROPOSED BASE COURSE. SEE ASPHALT PAVEMENT DETAIL NOTE: THIS DETAIL IS FOR NEW BITUMINOUS PAVEMENT ADJACENT TO EXISTING BITUMINOUS PAVEMENT TO REMAIN. PAVEMENT KEY Scale: NTS SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. 8" LAWN RESTORATION PVMT. RESTORATION MIN. TOPSOIL & SEED KEY EXIST. PVMT. AS SPECIFIED NEW PVMT, SEE DETAIL JT SUBBASE MAT'L.; REFER TO NEW PVMT DETAIL :.. 1 1J QJ � J > LU > G Zk O e 0. D./2 09 6" MIN. PIPE O.D. + 24" MIN. BURIED IDENTIFICATION WARNING TAPE FINAL TRENCH BACKFILL SEE NOTE MIN. 2' WIDE BY X 2" THICK INSULATION BOARD, TAPE AT ALL JOINTS PIPE ZONE BACKFILL PIPE ZONE BEDDING MAT'L ITEM DEPTH MATERIAL NYSDOT SIZE METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. + CRUSHED 1 & 2 MECHANICAL PIPE O.D./2 AGGREGATE COMPACTION PIPE ZONE BACKFILL 12' MIN. CRUSHED 1 & 2 MECHANICAL COVER AGGREGATE COMPACTION FINAL TRENCH BACKFILL VARIES EXCAVATED MECHANICAL MATERIAL COMPACTION PIPE TRENCH DETAIL Scale: NTS 19V INSIDE FACE OF MANHOLE ALUMINUM ALLOY KORBAND MORTAR AFTER INSTALLATION HOLDING BOOT 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FORM NEW CEMENT INVERT FROM NEW PIPE TO EXISTING FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP I � � MANHOLE INVERT INVERT TOP OF BASE SLAB v, Z PRECAST CONCRETE T-0" MAX. BASE SECTION CONNECTION TO EXISTING MANHOLE Scale: NTS A AVEMENT TO BE FLUSH WITH L PAVEMENT TO REMAIN JIMUM DEEP KEY INTO 'PAVEMENT EXISTING BASE MATERIAL COMPACTED SUBGRADE 2"± PIPE PROJECTION INTO MH, TYP. B 4--1 B.-] k11 ONE-WAY INVERT PLAN MULTIPLE INVERT ALIGN 0.8 DEPTHS—AFORM SMOOTH OF DIFFERENT SIZE 112" PER FOOT (MIN.) PITCH CURVE PIPES ACROSS MH , A I )TH CURVE STANDARD INVERT SMOOTH DROP INVERT FILLET WASH 2"± PER FOOT PIPE CHANNEL DEPTH - 0.8 PIPE I.D. INVERT SAWED HALF PIPE L CONCRETE BENCHWALL 4,000 PSI MIN. SECTION B-B MANHOLE BENCHWALL Scale: NTS C1 The LA GROUP Landscape Architecture @Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 I— Z p Prepared for• W 12 St Raymond Ct, Cn u_ to LLC 1761 Central Ave, Albany, NY 12205 INVERT IN 0.10'(MIN.) TO 2'-6"(MAX.) INVERT OUT CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1016 OR EQUAL, TOP FINISHED GRADE 2'-6" SURFACE CHECKERED AND LABELED CLEAR OP'NING CITY OF SARATOGA SPRINGS SANITARY SEWERn WITH LIFTING NOTCHES &VENT HOLES AS REQUIRED. (FRAME TO BE SET ^ PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF PAVEMENT AND FLUSH TO 1/4" BELOW F.G. AS REQ'D TO ADJUST CONE* I 8 TO FINISHED GRADE. EXTENSION(S) ' \ \ \�\ \\ USE PRECAST UNITS \ \ iv \ \ \ \\ \ \ \\\:\. PRECAST CONCRETE GRADE RINGS \ ��\\\\' 6"(MIN.) TO 20"(MAX.) NO CONCRETE \\\" \\ �� \\ \ \ \ \� \� BRICK SHIM COURSES ECCENTRIC z \` \ I \\\\�\\\\\\. \ \\\ Xx CONE o SECTION -PRECAST CONCRETE SECTIONS - \\ 4,000 p.s.i. AT 28 DAYS, AIR- \- \ \ \ ��\ \� '�`�A \�R VA ENTRAINED REINFORCED PLASTIC NON -SLIP \. STEPS PER NYSDOT 725-02.01 \ \ \ I FOR SANITARY MANHOLE, JOINTS BUTYL \ �? \\ \ SEALED -INDUSTRY STD. OR A.O.B.E. RISERLU FOR SANITARY MANHOLE, BOOT TYPE SECTION Q �� %\\ / 5" _ FLEXIBLE MEMBRANE SLEEVE FOR NOTES: \ `\\� 4'-0" I MIN." PIPE TO MEET ASTM SPEC. NO.C-923 \ \° 2" pER Fp (SHOP DRAWINGS REQ'D) MANHOLES SHALL MEET AASHTO \ \ HS20-44 WHEEL LOADING \\ \\ \' ' CIRCUMFERENTIAL REINFORCEMENT \ \ a I I 0.12 sq. in. PER LIN. FT. MIN. REQUIREMENTS. \ \ \\` \ CR ' 4000 PSI CONCRETE BENCHWALL FOR \� ,N p \: \ \,z Q �: I I SANITARY MANHOLE \ a 4 v d \� SIZE AND LOCATION OF PIPES BOTTOM \ :\ \l 3 " K AS SPECIFIED A.,. A. A.,. A ,.Ai,..a...3w ..:...G..i:....A. ..G.»..—..R.......,w \.\ \\\ SECTION _ \ Co 8"-12" CRUSHED STONE - #1 OR #2 NOMINAL - \ SIZE OR GRADATION A.O.B.E. UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B.E. \ \ \ \ \ \ \ 8 SANITARY MANHOLE Scale: NTS Project Title.- 12 St Raymond Ct Subdivision 12 St Raymond Ct Saratoga Springs, NY 12866 Project No.: 2022098 Design: DBH Drawn: CPA Ch'k'd: DBH Date: 4/04/2023 Scale: NTS Rev: Description: Date: 1 T City Comments 6/6/23 Drawing Title DETAILS Drawing No. C-4.0 FINISHED GRADE FULL LENGTH OF PIPE CENTERED ON SEWER LINE � � co _ WATER LINE SANITARY SEWER OR STORM SEWER ~ SEE NOTE NOTE: (REFERENCE ' "TEN STATE GT7\NDARDS^) WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHT PRIOR TO BACKFILLING. UTILITY UTY CROSSING Scale: NTS NOTE LOCATE CURB BOX BETWEEN CURB AND SIDEWALK ATCENTER DFTREE BELT. WHERE N[)CURB/TREE BELT |G PRESENT INSTALL CURB BOX AT PROPERTY LINE. 3/4" COPPER TUBING (TYPE K) CORPORATION STOP WITH COMPRESSION FITTING, PROPERTY LINE CURB SEE NOTE CURB BOX; W1UELLER5'-8"± MODELH4U314 (IN TURF) MODEL H'1O334(IN CONCRETE WALK) (SIZE A8REQUIRED FOR 3/4"[R1" CURB STOP; K8UELLEROR|8EALMODEL H' 52OSCOMpRE8SK}N.K8ODELH-15210 (W/DRA|N)(SIZE AGREQUIRED FOR 3/4^C}R1^ SERVICE) SEE DETAIL FOR SPLICE TEMPORARY CAP ORPLUG A8NECESSARY 3/4"MIN, SIZE TYPE KCOPPER PIPE 1. MINIMUM STONE SIZE SHALL 8E1%4 STONE, INSTALLED OVER FILTER FABRIC TOAMINIMUM DEPTH OFO" EDGE OF EXISTING ROADWAY 2. MINIMUM WIDTH SHALL BE12'FORONE WAY TRAFFIC, 24' FOR TWO WAY TRAFFIC. MINIMUM LENGTH SHALL BE5O'. 3. ALL SURFACE WATER FLOWING ORDIVERTED TOWARD CONSTRUCTION ACCESSES SHALL BEPIPED BENEATH 71 ACCESS. |FIMPRACTICAL, AMOUNTABLE DIVERSION BERM PREVENTING RUNOFF ONTO ADJACENT ROAD SHALL 8E PERMITTED. 71 4. ACCESS SHALL BEMAINTAINED |NACONDITION WHICH WILL PREVENT TRACKING {)RFLOWING (]FSEDIMENT ONTO PUBLIC R|GHTS'OF-VVAY,ALL SEDIMENT SPILLED, DROPPED, WASHED [>RTRACKED ONTO PUBLIC R|GHT8'[)F-WAYSHALL ' 8EREMOVED IMMEDIATELY. ' 5. ALL VEHICLE WASHING SHALL BEDONE |NASTONE STABILIZED AREA WHICH DRAINS INTO ANAPPROVED SEDIMENT TRAPPING DEVICE. 8. INSPECT AND MAINTAIN AGNEEDED TOCONFORM TO SPECIFICATIONS AND 8TORK�VVATERPOLLUT|{�N | */�u/,rE*Gnmmwu~m/w/^/cn/AL ' PREVENT|ONPLAN. | OVER COMPACTED GUBGRAOE STABILIZEDCONSTRUCTION ENTRANCE Scale: NTS 1OMIL PLA8TC---- LINING GTRAVVBALEGSTAKED --�^-- INTO GROUND CONCRETE WASHOUT Scale: NTS CONCRETE WASHOUT SIGN CONCRETE STAPLES (2 PER WASHOUT �lr BALE) STRAW BALE 10 MIL PLASTIC LINING bo WOOD ORMETAL STAKES (2 PER BALE) 1. WASHOUT AREA SHALL BESIZED BYTHE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT 2. SIGN INDICATING LOCATION DFCONCRETE WASHOUT SHALL 8E PROVIDED ATEACH LOCATION. 36" MIN. FENCE POST REMOVE B03T3 0J � ROOT CR NOTES: FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING OR BACKRLUNG REMOVE ALL CONSTRUCTION DEBR|S, ROCKS AND LARGE STICKS BEFORE AND DURING BACKRLL|NQ BACKF!LL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS) BACKF|LL WILL OCCUR IN 4^-6^ LIFTS WATERING BEFORE ADDITIONAL FILL IS ADDED REFER TO THE URBAN & COMMUNITY FOREST MASTER PLAN FOR THE D.8.H (DIAMETER AT BREAST HEIGHT) AND THE TREE SPECIES. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF 5ARATOGA SPRINGS: BOTANICAL NAME HEIGHT OR COMMON NAME TRUNK D|A. TOTAL QUANTITY SPACING �u��n J �»^ STAKES 2"-2 1/2" D|A. OR S0. 8' LONG USE 3 STAKES FOR OVER 2^ OAL FINISH GRADE , . 2 STAKES— 2CAL 8c UNDER REMOVE ALL SYNTHETIC, STRING, BURLAP, AND OTHER WAN —MADE MATERIAL FROM THE ROOT BALL. THE WIRE BASKET SHOULD BE FOLDED DOWN SEVERAL INCHES AS LONG AS THIS DOES NOT DAMAGE THE ROOT BALL. THE TREE PIT WILL BE DUG TO JX THE DIAMETER OF THE ~^--- ROUT —BALL WHERE PRACTICAL OR MIN OF 2X THE // ROOT —BALL DIAMETER. UNDISTURBED SU8GRADE—~ TREE PLANTING l | /\ k | �—| K] �� DETAIL � | | � �\ [- [. �— [—�� � `� i | | `J \] i� [. i /�. | [_ REVISED I DATE CITY OF SARATOGA SPRINGS, NEW YORKLDWG No miz 3 20 J STANDARD CONSTRUCTION 1 DETAIL Tree Picnting L-1 TREE PLANTING, Soale:NTS C1 TheLA GROUP Landscape Architecture &EogioccriogP,c. Pe"v&Par vmx./(ue. 4OLong /\Uey /,518-587-8100 Saratoga Springs j*518'587'0180 0y 12886 vvvvm.U`c|ayrnopzvm Unauthorized alteration o,addition tothis document isoviolation ofSection 7209ofthe New York State Education Law. 0the LAGroup 2Ol7 | R���for.- � ^� ��� K�����������~� ��� JL�� ��� Raymond . "~~" .�� �~�, ��«_K 8 �~ 1761 [-en1[@l Ave, Albany, NY 12205 CLOTH MIN. 8" Project Title - FILTER FABR]C'FAGTENEDSECURELYTO D|PVVATERK�A|N FENCE POSTS INTO GROUND � ~� ��1� �������������~� ��1� ~ �� ,,' �E��� ���� ��� Raymond ��� SOLID �{}NC� BEARING BLOCK OR C.I. FOOT �� " " "�� " " NOTES: | Subdivision 1 WOVFN WIRF FFNrF TO RF FAqTFNFn 1;F('IJRFI Y TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" WATER SERVICE 8cele:NTG � o 0 � Scale: NTS Planning �� ~��+4���������� ������o� ff ����.�������� Approval Approved under authority of a resolution adopted by the Planning Board f th City of Saratoga Springs. V V L, , 1�­-, Date Signed: 12 St Raymond Ct Saratoga Springs, NV12866 CJ Ore. A Project No.: 2022098 03H Drawn: CPA [h'Kd: o8H Date: 4/04/2023 Scale: N7S Rev: Description: Do City Comments 6/6/23 Dra wing Title DETAILS ��'��UU �� ���� U��K��� Drawing No.