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HomeMy WebLinkAbout20260745 673 Crescent Ave Subdivision PlansSHEET INDEX: CITY OF SARATOGA SPRINGS STANDARD NOTES 40 Long Alley Saratoga Springs New York 12866 P 518/587-8100 F 518/587-0180 www.thelagroup.com AUGUST 19, 2026 PROJECT LOCATION MAP: PROJECT VICINITY MAP: PREPARED BY:SURVEYOR: Azimuth Surveying & Cartography 3602 Waters Rd Amsterdam, NY 12010 (518) 399-7901 APPLICANT: Tuz & Weilbaker 673 Cresent Ave Saratoga Springs, NY SITE STATISTICS PROPOSED USE: SINGLE FAMILY RESIDENTIAL TAX MAP PARCEL PARCEL SIZE #180.69-2-22 1.10 AC ZONING DISTRICT RR: RURAL RESIDENTIAL VARIENCE REQUIRED:PROPOSED (673):PROPOSED (675):REQUIRED: MIN.LOT AREA 2 ACRES 0.55 ACRES 0.55 ACRES 1.45 ACRES MIN.AVERAGE WIDTH (FT):200 FT 150 FT 150 FT 50 FT MAX.BUILDING COVERAGE 20%20%20% MAX.IMPERVIOUS SURFACE COVERAGE 25%25%25% MAX.BUILDING HEIGHT 35 FT 35 FT 35 FT MIN.FRONT SETBACK 60 FT 30 FT 30 FT 30 FT MIN.INTERIOR SIDE SETBACK 30 FT 30 FT 30 FT MIN.TOTAL INTERIOR SIDE SETBACK 100 FT 60 FT 60 FT 40 FT MIN.REAR SETBACK 100 FT 30 FT 30 FT 70 FT 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.THE 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 SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS 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 FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN 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.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. 673 Crescent Ave Subdivision 673 Crescent Ave, Saratoga Springs, NY 12866 SHEET INDEX: COVER PLOT PLAN C-1.0 SITE PREPARATION AND DEMOLITION PLAN C-2.0 SITE LAYOUT PLAN C-3.0 GRADING AND UTILITY PLAN C-4.0 DETAILS C-4.1 DETAILS CITY OF SARATOGA SPRINGS STANDARD NOTES 40 Long Alley Saratoga Springs New York 12866 P 518/587-8100 F 518/587-0180 www.thelagroup.com CR E S C E N T A V E SARATOGA LAKE W A T E R V I E W D R I V E IN L A N D E R R O A D CRESCENT A V E PROJECT SITE PROJECT SITE Planning Board # 202xxxxx Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ LAKE LONELY SARATOGA LAKE FIS H C R E E K U N I O N A V E SARATOGA NATIONAL GOLF CLUB SILT FENCE, TYP. TEMPORARY SOIL STOCKPILE STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT SAWCUT AND REMOVE ASPHALT PAVEMENT SAWCUT AND REMOVE ASPHALT PAVEMENT CRESCENT AVENUE IN L A N D E R R O A D 2 C-4.0 1 C-4.0 3 C-4.0 REMOVE METAL COVER REMOVE VENT REMOVE CONCRETE WALL TREE PROTECTION FENCE, TYP. 6 C-4.0 Site Preparationand DemolitionPlan C-1.0 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Tuz & Weilbaker 673 Cresent Ave Saratoga Springs, NY 12866 Sa v e D a t e : 8/ 1 7 / 2 0 2 6 1 1 : 1 5 A M Fi l e N a m e : G: \ P r o j - 2 0 2 6 \ 2 0 2 6 0 1 8 _ 6 7 3 _ C r e s c e n t _ A v e _ S u b d i v i s i o n \ 2 0 2 6 0 1 8 C A D \ C - 1 . 0 D e m o . d w g Pl o t t e d B y : CA M E R O N P . A L B E R 673 Crescent Ave Subdivision 673 Crescent Ave Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2024 2026018 CPA CPA MCB 08/19/26 1"=20' 10 5 10 15 20200 Scale: 1" = 20'1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4.THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. 1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4.BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. 6.THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS. 7.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3.TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 4.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. SITE PREPARATION NOTES:PROTECTION NOTES: REMOVALS NOTES: LEGEND REMOVAL LIMIT OF DISTURBANCE (0.90 ACRES) SILT FENCE PROPERTY LINE Planning Board # 20XXXXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ STABILIZED CONSTRUCTION ENTRANCE REMOVE PAVEMENT 1.EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED 3/26/2025, AS PREPARED BY GILBERT VANGUILDER. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 2.PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM 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. 3.THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. 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.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. 4.THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE. 5.THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. 6.CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. 7.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 8.SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. 9.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 10.CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 11.CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. GENERAL NOTES TREE REMOVAL TREE PROTECTION FENCE 30 . 0 0 ' 30.00' 30.00' 30 . 0 0 ' SHARED DRIVEWAWY APPROXIMATE PROPOSED RESIDENCE APPROXIMATE PROPOSED RESIDENCE 30.00' 30 . 0 0 ' 30.00' 30 . 0 0 ' ASPHALT PAVEMENT ASPHALT PAVEMENT CRESCENT AVENUE IN L A N D E R R O A D 4 C-4.0 4 C-4.0 LOT 1 23,982 SF 673 CRESCENT AVE LOT 2 23,942 SF 675 CRESCENT AVE 30' FRONT SETBACK 30' REAR SETBACK 30 ' S I D E S E T B A C K PROPOSED SETBACK W A T E R V I E W D R CR E S C E N T A V E 180 . 6 9 - 2-2 0 . 1 180 . 6 9 - 2 - 2 2 S A R A Z E N S T 180 . 6 9 - 2-2 0 . 2 180 . 6 9 - 2-2 0 . 3 180 . 6 9 - 2-2 0 . 4 180 . 6 9 - 2-7 180 . 6 9 - 2-6 1 8 0 . 6 9 - 2 - 2 1 . 1 1 180 . 1 7 - 1 - 3 9 1 8 0 . 1 7 - 2 - 3 1 8 0 . 1 7 - 2 - 2 1 8 0 . 1 7 - 2 - 1 180.-4-12 180.-4-25180.61-1-48 180.61-1-49 180.61-1-51 180.61-1-9 180.61-1-10 180.62-1-24 180.62-1-4 180.62-1-3 180.62-1-2 180.62-1-1 180.62-1-5 180.53-1-54 180.53-1-54 300 FT SITE LAYOUT PLAN C-2.0 1"=20' Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Tuz & Weilbaker 673 Cresent Ave Saratoga Springs, NY 12866 Sa v e D a t e : 8/ 1 9 / 2 0 2 6 1 0 : 4 4 A M Fi l e N a m e : G: \ P r o j - 2 0 2 6 \ 2 0 2 6 0 1 8 _ 6 7 3 _ C r e s c e n t _ A v e _ S u b d i v i s i o n \ 2 0 2 6 0 1 8 C A D \ C - 2 . 0 L a y o u t . d w g Pl o t t e d B y : CA M E R O N P . A L B E R 673 Crescent Ave Subdivision 673 Crescent Ave Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2024 2026018 CPA CPA MCB 08/19/261.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. LAYOUT NOTES: 10 5 10 15 20200 Scale: 1" = 20' Planning Board # 20XXXXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ LEGEND ASPHALT PAVING PROPERTY LINE CONSTRUCTION LIMIT LINE 100 200 3003000 ADJACENT PROPERTY OWNERS WITHIN 300 FT Scale: 1" = 300' SHARED DRIVEWAY APPROXIMATE PROPOSED RESIDENCE APPROXIMATE PROPOSED RESIDENCE 3/4" TYPE K COPPER WATER SERVICE, TYP. 6" SDR-35 PVC MIN 2% SLOPE EXISTING HYDRANT 3/4" CURB STOP, TYP.3/4" CURB STOP, TYP. 3/4" TYPE K COPPER WATER SERVICE, TYP. 6" SDR-35 PVC MIN 2% SLOPE CRESCENT AVENUE IN L A N D E R R O A D LOT 1 FFE: 269.00 LOT 2 FFE: 269.00 GFE: 267.50 GFE: 267.50 GRADING AND UTILITY PLAN C-3.0 1"=20' Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Tuz & Weilbaker 673 Cresent Ave Saratoga Springs, NY 12866 Sa v e D a t e : 8/ 1 9 / 2 0 2 6 1 0 : 1 3 A M Fi l e N a m e : G: \ P r o j - 2 0 2 6 \ 2 0 2 6 0 1 8 _ 6 7 3 _ C r e s c e n t _ A v e _ S u b d i v i s i o n \ 2 0 2 6 0 1 8 C A D \ C - 3 . 0 G r a d i n g a n d U t i l i t i e s . d w g Pl o t t e d B y : CA M E R O N P . A L B E R 673 Crescent Ave Subdivision 673 Crescent Ave Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2024 2026018 CPA CPA MCB 08/19/26 10 5 10 15 20200 Scale: 1" = 20' 1.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 03/24/26 PERFORMED BY AZIMUTH SURVEYING & CARTOGRAPHY. 2.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 3.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 4.EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 5.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 6.ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 7.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 8.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 9.SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 10.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 11.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. GRADING NOTES: PROPOSED CONTOUR850 EXISTING CONTOUR850 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 STANDARDS. 1.WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2.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. 3.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. 4.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. 5.THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 6.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. 1.THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM 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. 2.CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 3.LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. 4.ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 5.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. WATER NOTES UTILITY NOTES SANITARY SEWER NOTES LEGEND EXISTING PROPERTY LINE NEW PROPERTY LINE PROPERTY SETBACK EXISTING GAS LINE EXISTING SANITARY LINE PROPOSED SANITARY LINE PROPOSED WATER LINE EXISTING WATER LINE Planning Board # 20XXXXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ NOTES: 1.TACK COAT BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING THE BINDER COURSE. PAVEMENT TYPE TOP COURSE BINDER COURSE GRAVEL COURSE SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR BINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 TACK COAT - NYSDOT ITEM 407-0102 DILUTED TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION STANDARD ROADWAY 1-1/2"3"12" DRIVEWAY 2"-8" PROPOSED PAVING EXISTING PAVING TO REMAIN 12" KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN NOTE: THIS DETAIL IS FOR NEW BITUMINOUS PAVEMENT ADJACENT TO EXISTING BITUMINOUS PAVEMENT TO REMAIN. 1 1/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT EXISTING BASE MATERIAL COMPACTED SUBGRADE PROPOSED BASE COURSE. SEE ASPHALT PAVEMENT DETAIL PROPOSED BINDER COURSE PROPOSED TOP COURSE NOTES: -FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING AND BACKFILLING -REMOVE ALL CONSTRUCTION DEBRIS, ROCKS, AND LARGE STICKS BEFORE AND DURING BACKFILLING -BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS) -BACKFILL WILL OCCUR 4"-6" LIFTS WATERING BEFORE ADDITIONAL FILL IS ADDED REFER TO THE URBAN & COMMUNITY FOREST MASTER PLAN FOR THE D.B.H (DIAMETER AT BREAST HEIGHT) AND THE TREE SPECIES. ALL LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPORVED BY THE CITY OF SARATOGA SPRINGS: BOTANICAL NAME HEIGHT OR COMMON NAME TRUNK DIA. TOTAL QUANTITY SPACING 12 " EQ.EQ. STAKES 2"- 2 1/2 " DIA. OR SQ. 8' LONG USE 3 STAKES FOR OVER 2" CAL. 2 STAKES - 2" CAL. & UNDER REMOVE ALL TREE WRAP IF ANY EXISTS DO NOT ADD TREE WRAP 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED REMOVE ALL SYNTHETIC, STRING, BURLAP, AND MAN-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 NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE ROOT CROWN SHOULD ALWAYS REMAIN EXPOSED THE TREE PIT WILL BE DUG TO 3X THE DIAMETER OF THE ROOT-BALL WHERE PRACTICAL OR MIN OF 2X THE ROOT-BALL DIAMETER DRIP EDGE 4' - 0 " ORANGE POLYETHYLENE WARNING FENCE FOR TREE PROTECTION CONDITIONS: ADD WATERPROOF PERMANENT SIGN READING: "TREE PROTECTION AREA"; MIN. 3 SIGNS PER TREE, OR 1 SIGN EVERY 20' O.C. FOR GROUPINGS OF TREES METAL POST 2' - 0 " Scale: NTS PAVEMENT KEY5 Scale: NTS ASPHALT PAVEMENT4 STRAWBALES STAKED INTO GROUND NOTE: 1.WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 2.SIGN INDICATING LOCATION OF CONCRETE WASHOUT SHALL BE PROVIDED AT EACH LOCATION. 10 MIL PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE) STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING 30'-0" OF 12" 50/50 MIXTURE OF TYPE 3 AND TYPE 4 GRANULAR MATERIAL OVER COMPACTED SUBGRADE R . 3 5 ' - 0 " T Y P . 12 ' - 0 " EDGE OF EXISTING ROADWAY 30'-0" 16 " A B O V E GR A D E 6" BE L O W G R A D E 10' MAX. ℄ TO ℄ 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 2' O V E R A L L FA B R I C H T . 20 " M I N . 16 " M I N . 36" MIN. FENCE POST FILTER FABRIC FLOW 6" MI N . EMBED FILTER CLOTH MIN. 8" INTO GROUNDSECTION PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES FLOW FLOW NOTES: 1.MINIMUM STONE SIZE SHALL BE 1"-4" STONE, INSTALLED OVER FILTER FABRIC TO A MINIMUM DEPTH OF 6". 2.ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESSES SHALL BE PIPED BENEATH ACCESS. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERM PREVENTING RUNOFF ONTO ADJACENT ROAD SHALL BE PERMITTED. 3.ACCESS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY. 4.ALL VEHICLE WASHING SHALL BE DONE IN A STONE STABILIZED AREA WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 5.INSPECT AND MAINTAIN AS NEEDED TO CONFORM TO SPECIFICATIONS AND STORMWATER POLLUTION PREVENTION PLAN. 8' ( M I N . ) 8' (MIN.) 2' (M I N . ) 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. FENCE SHALL 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 CLOTH SHALL 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. CONCRETE WASHOUT CONCRETE WASHOUT SIGN Scale: NTS STABILIZED CONSTRUCTION ENTRANCE1 Scale: NTS CONCRETE WASHOUT2 Scale: NTS SILT FENCE3 Scale: NTS TREE PLANTING6 Details C-4.0 NTS Scale: NTS TREE PROTECTION FENCING7 Planning Board # 20XXXXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Tuz & Weilbaker 673 Cresent Ave Saratoga Springs, NY 12866 Sa v e D a t e : 8/ 1 7 / 2 0 2 6 1 1 : 1 5 A M Fi l e N a m e : G: \ P r o j - 2 0 2 6 \ 2 0 2 6 0 1 8 _ 6 7 3 _ C r e s c e n t _ A v e _ S u b d i v i s i o n \ 2 0 2 6 0 1 8 C A D \ C - 4 . 0 _ D e t a i l s . d w g Pl o t t e d B y : CA M E R O N P . A L B E R 673 Crescent Ave Subdivision 673 Crescent Ave Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2024 2026018 CPA CPA MCB 08/19/26 FULL LENGTH OF PIPE CENTERED ON SEWER LINE 18 " M I N . 5' - 0 " M I N . * SEE NOTE WATER LINE SANITARY SEWER OR STORM SEWER FINISHED GRADE NOTE: (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 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. 5' - 0 " M I N . 4 5 . 0 0 ° 5' - 0 " M I N . CORPORATION STOP WITH COMPRESSION FITTING, MUELLER H-15008 3/4" 6" D.I.P WATER MAIN CURB BOX; MUELLER 5'-6"± MODEL H-10314 (IN TURF) MODEL H-10334 (IN CONCRETE WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) CURB STOP; MUELLER ORISEAL MODEL H-15209 COMPRESSION, MODEL H-15219 (W/DRAIN) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) SEE DETAIL FOR SPLICE TEMPORARY CAP OR PLUG AS NECESSARY 3/4" MIN, SIZE TYPE K COPPER PIPE SOLID CONC. BEARING BLOCK OR C.I. FOOT SEE NOTECURB ROADWAY 3/4" COPPER TUBING (TYPE K) NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. PROPERTY LINE FINAL TRENCH BACKFILL AS SPECIFIED TOPSOIL & SEED LAWN RESTORATION PVMT. RESTORATION 6" MIN.1&2 NOTES: 1.FINAL TRENCH BACKFILL 1.a.IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE IT SHALL BE NYSDOT TYPE 1 (ITEM NO. 304.02). MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. 1.b.IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE NYSDOT TYPE 1 (ITEM NO. 304.02). MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2.ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 3.EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. EXIST. PVMT. SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL BURIED METALLIC IDENTIFICATION WARNING TAPE FINAL TRENCH BACKFILL (SEE NOTE) PIPE ZONE BACKFILL PIPE ZONE BEDDING MAT'L SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PVMT. NEW. PVMT., SEE DETAIL PIPE O.D. + 24" MIN.6" M I N . O. D . / 2 12 " MI N . PIPE O.D. 5' - 0 " M I N . C O V E R W A T E R 4' - 0 " M I N . C O V E R S E W E R 18 " 5' - 0 " M A X . VA R I E S - A S R E Q U I R E D 8" MIN KEY JT. PIPE ZONE BEDDING ANGULAR CRUSHED STONE MECHANICAL COMPACTION MECHANICAL COMPACTION MECHANICAL COMPACTION SEE NOTE 1A OR 1CLEAN SAND OR GRAVEL 12" MIN. COVER VARIES SEE NOTE PIPE ZONE BACKFILL METHOD OF PLACEMENT NYSDOT TYPE MATERIALDEPTHITEM Scale: NTS CONNECTION TO EXISTING SANITARY MAIN1 Scale: NTS UTILITY CROSSING3 Details C-4.1 NTS EXISTING AND/OR FINISHED GRADE LATERAL CONNECTION SECTION LATERAL CONNECTION PLAN VARIES - 45° BEND MAX. VARIES - 45° BEND MAX. VARIES - 45° BEND MAX. AS REQUIRED 2% MINIMUM SLOPE (TYP) BEDDING MATERIAL (TYP.) (SEE TRENCH DETAIL) MAIN SEWER MAIN SEWER WYE, 45° VARIES - 45° BEND MAX. AS REQUIRED 6" SEWER LATERAL (TYP.) NOTES: ·BUILDING SEWER LATERAL MATERIALS SHALL BE THE SAME AS THE MAIN SEWER LINE MATERIAL UNLESS OTHERWISE SPECIFIED. ·ALL GRAVITY SANITARY SEWER LINES SHALL BE AT A DEPTH OF 4' OR GREATER, IF LESS THAN 4', LINE SHALL BE INSULATED (SEE TRENCH DETAIL) ·CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW Planning Board # 20XXXXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Tuz & Weilbaker 673 Cresent Ave Saratoga Springs, NY 12866 Sa v e D a t e : 8/ 1 7 / 2 0 2 6 1 1 : 1 5 A M Fi l e N a m e : G: \ P r o j - 2 0 2 6 \ 2 0 2 6 0 1 8 _ 6 7 3 _ C r e s c e n t _ A v e _ S u b d i v i s i o n \ 2 0 2 6 0 1 8 C A D \ C - 4 . 0 _ D e t a i l s . d w g Pl o t t e d B y : CA M E R O N P . A L B E R 673 Crescent Ave Subdivision 673 Crescent Ave Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2024 2026018 CPA CPA MCB 08/19/26 Scale: NTS WATER SERVICE4 Scale: NTS TRENCH DETAIL2