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HomeMy WebLinkAbout20250506 28 Garfield Ave & 34 East Broadway 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 July 8, 2025 PROJECT LOCATION MAP: PROJECT VICINITY MAP: PREPARED BY:SURVEYOR: Thompson & Fleming Land Surveyors, P.C. 12 Lake Avenue Saratoga Springs, NY 12866 (518) 587-5665 APPLICANT: Spearmaco Realty 97 Travelers Way, Richmond Hill, NY 31324 SITE STATISTICS PROPOSED USE: SINGLE FAMILY RESIDENTIAL TAX MAP PARCEL PARCEL SIZE #178.52-1-14, #178.52-1-12.1, #178.52-1-12.2 0.06 AC, 0.34 AC, 0.15 AC ZONING DISTRICT UR-2: URBAN RESIDENTIAL MIN.LOT AREA 6,600 S.F. MIN.AVERAGE WIDTH (FT):60 FT MAX.BUILDING COVERAGE 40% MAX.IMPERVIOUS SURFACE COVERAGE 70% MAX.BUILDING HEIGHT 40 FT MIN.FRONT SETBACK 10 FT MIN.INTERIOR SIDE SETBACK 8 FT MIN.TOTAL INTERIOR SIDE SETBACK 20 FT MIN.REAR SETBACK 25 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. 28 Garfield Ave Subdivision 28 Garfield 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 UTILITY AND GRADING PLAN C-4.0 DETAILS C-4.1 DETAILS C-4.2 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 EAST BROADW A Y D O T E N A V E C L E V E L A N D A V E C H L O E S W A Y S H A W D R I V E G A R F I E L D A V E CRESCENT AVE J E F F E R S O N S T R E E T PROJECT SITE PROJECT SITE E a s t B r o a d w a y Garfield Ave nue (not maintained) Chloe's Way E A S T B R O A D W A Y G A R F I E L D A V E N U E S H A W D R I V E D O T E N A V E . C H L O E S W A Y S1 East Broadway Ga r f i e l d A v e n u e ( n o t m a i n t a i n e d ) Ch l o e ' s W a y REMOVE TREE REMOVE TREE, TYP. REMOVE FENCE EXISTING FENCE TO REMAINREMOVE SHED REMOVE HOUSE REMOVE CONC. PAD, STEPS & WOOD DECK REMOVE ASPHALT WALK REMOVE ASPHALT WALK REMOVE CONC. & BRICK PORCH REMOVE GRAVEL DRIVE SAWCUT AND REMOVE PAVEMENT FOR UTILITY CONNECTIONS STABILIZED CONSTRUCTION ENTRANCE, ONE PER LOT, TYP. 1 C-4.0 CONCRETE WASHOUT, ONE PER LOT, TYP. 2 C-4.0 STABILIZED CONSTRUCTION ENTRANCE, ONE PER LOT, TYP. 1 C-4.0 CONCRETE WASHOUT, ONE PER LOT, TYP. 2 C-4.0 SAWCUT AND REMOVE PAVEMENT FOR UTILITY CONNECTIONS SILT FENCE3 C-4.0 REMOVE TREE, TYP. REMOVE TREE, TYP. REMOVE TREE, TYP. REMOVE TREE, TYP. REMOVE WATERLINE AFTER VALVE FIRE HYDRANT TO BE REMOVED AND RELOCATED VALVE TO REMAIN Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Spearmaco Realty 97 Travelers Way, Richmond Hill, GA 31324 Sa v e D a t e : 4/ 2 5 / 2 0 2 5 2 : 5 2 P M Fi l e N a m e : G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 5 0 _ 2 8 _ G a r f i e l d _ A v e _ L o t _ L i n e _ A d j u s t m e n t \ 2 0 2 4 0 5 0 C A D \ 2 0 2 4 0 5 0 - C - 1 . 0 _ S i t e P r e p _ D e m o . d w g Pl o t t e d B y : DA N A S C H M I D 28 Garfield Ave Subdivision 28 Garfield 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 2017 2024050 SITE PREPARATION AND DEMOLITIONPLAN C-1.0 ERS ERS DBH 3/18/25 1"=10' 1.EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED 11/11/2024, AS PREPARED BY THOMPSON AND FLEMING. 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 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.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. 3.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.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: 86425 10100 Scale: 1" = 10' LEGEND PROPERTY LINE BUILDING REMOVAL ASPHALT/CONCRETE REMOVAL REMOVE ITEM SAWCUT SILT FENCE Ga r f i e l d A v e n u e East Broadway HEAVY DUTY ASPHALT PAVEMENT, TYP. HEAVY DUTY ASPHALT PAVEMENT CONCRETE SIDEWALK 5. 0 0 ' 5. 0 0 ' MATCH EXISTING SIDEWALK FLUSH EXISTING LIGHT TO REMAIN 1 CK 1 CK 1 CK 25 ' R E A R S E T B A C K 10 ' F R O N T S E T B A C K 10' SIDE SETBACK 10' SIDE SETBACK LOT TM #178.52-1-12.1 AREA= 7912 SF 28 GARFIELD AVE LOT TM #178.52-1-14 AREA= 7912 SF 26 GARFIELD AVE LOT TM #178.52-1-12.2 AREA= 7924 SF 34 EAST BROADWAY 10' SIDE SETBACK 25 ' R E A R S E T B A C K 10 ' F R O N T S E T B A C K 10' SIDE SETBACK 10' SIDE SETBACK 25 ' R E A R S E T B A C K 10 ' F R O N T S E T B A C K 10' SIDE SETBACK 63 . 3 0 ' 63 . 3 0 ' 63 . 4 0 ' 6 C-4.0 ASPHALT DRIVEWAY (TYP.) 4 C-4.0 12 . 0 0 ' T Y P . 4 C-4.0 1 CC 1 MD 1 CC 1 MD 4 C-4.0 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Spearmaco Realty 97 Travelers Way, Richmond Hill, GA 31324 Sa v e D a t e : 7/ 8 / 2 0 2 5 2 : 3 6 P M Fi l e N a m e : G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 5 0 _ 2 8 _ G a r f i e l d _ A v e _ L o t _ L i n e _ A d j u s t m e n t \ 2 0 2 4 0 5 0 C A D \ 2 0 2 4 0 5 0 - C - 2 . 0 _ L a y o u t . d w g Pl o t t e d B y : DA N A S C H M I D 28 Garfield Ave Subdivision 28 Garfield 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 2017 2024050 SITE LAYOUTPLAN C-2.0 ERS ERS DBH 4/25/25 1"=10' 86425 10100 Scale: 1" = 10' 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.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. LAYOUT NOTES: LEGEND NEW PROPERTY LINE PROPOSED ASPHALT PAVEMENT EXISTING PROPERTY LINE PROPERTY SETBACK PROPOSED CONCRETE SIDEWALK PLANT LIST SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES CK 3 Cladrastis kentukea American Yellowood 8'-10' ht.B&B CC 2 Cercis cauadensis Eastern Redbud 8'-10' ht. MD 2 Malus doigo Doigo Crabapple 8'-10' ht. Ga r f i e l d A v e n u e East Broadway AS P H A L T R E M A I N S 8" P V C S A N I T A R Y S E W E R 8" D I P W A T E R M A I N 8" DIP WATER MAIN 8" PVC SANITARY SEWER 251 LF @0.48% AS P H A L T D R I V E W A Y 311.99311.88 311.98 312.09 3/4" TYPE K COPPER WATER SERVICE 6" SDR-35 PVC MIN. 2% SLOPE MH #2 RIM: 310.51 INV. OUT: 306.30 3/4" TYPE K COPPER WATER SERVICE 6" SDR-35 PVC MIN. 2% SLOPE 6" SDR-35 PVC MIN. 1% SLOPE 6" SDR-35 PVC MIN. 2% SLOPE 3/4" TYPE K COPPER WATER SERVICE REINSTALL FIRE HYDRANT MH #1 RIM: 311.20 INV IN: 304.84 INV OUT: 304.74 CORE MANHOLE TO ACCEPT NEW PIPE INV: 304.45 6" SDR-35 PVC MIN. 1% SLOPE WATER/SEWER CROSSING, PROVIDE 18" SEPARATION, TYP. 3/4" CURB STOP 3/4" CURB STOP 3/4" CURB STOP 6" DIP WATER MAIN PROPOSED FIRE HYDRANT AND 6" GATE VALVE MATCH EXISTING GRADE FLUSH 6"X6" TEE WITH 6" GATE VALVE AND THRUST BLOCK EXISTING VALVE AND WATERLINE TO REMAIN MATCH EXISTING GRADE FLUSH MATCH EXISTING GRADE FLUSH FFE: 313.5 FFE: 314.0 FFE: 314.75 CAP END OF LINE (TYP.) MATCH EXISTING GRADE FLUSH (TYP.) 1 C-4.1 3 C-4.2 1 C-4.2 1 C-4.2 1 C-4.2 1 C-4.1 6 C-4.1 3 C-4.1 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Spearmaco Realty 97 Travelers Way, Richmond Hill, GA 31324 Sa v e D a t e : 7/ 8 / 2 0 2 5 3 : 2 0 P M Fi l e N a m e : G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 5 0 _ 2 8 _ G a r f i e l d _ A v e _ L o t _ L i n e _ A d j u s t m e n t \ 2 0 2 4 0 5 0 C A D \ 2 0 2 4 0 5 0 - C - 3 . 0 _ U t i l i t y _ G r a d i n g . d w g Pl o t t e d B y : DA N A S C H M I D 28 Garfield Ave Subdivision 28 Garfield 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 2017 2024050 UTILITY AND GRADING PLAN C-3.0 ERS ERS DBH 4/25/25 1"=10' 86425 10100 Scale: 1" = 10' 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. 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.INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. 4.FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATIONS. SANITARY SEWER NOTES WATER NOTES 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. UTILITY NOTESLEGEND NEW PROPERTY LINE EXISTING PROPERTY LINE PROPERTY SETBACK EXISTING ELECTRIC LINE EXISTING SANITARY LINE PROPOSED SANITARY LINE PROPOSED WATER LINE EXISTING WATER LINE 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 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 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY MINIMUM SPECIFICATIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER-CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR LESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD TYPE 1 TYPICAL PEDESTRIAN TRAFFIC LOADING BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR Scale: NTS CONCRETE PAVEMENT ON GRADE6 Scale: NTS TREE PLANTING8 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Spearmaco Realty 97 Travelers Way, Richmond Hill, GA 31324 Sa v e D a t e : 7/ 8 / 2 0 2 5 3 : 5 4 P M Fi l e N a m e : G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 5 0 _ 2 8 _ G a r f i e l d _ A v e _ L o t _ L i n e _ A d j u s t m e n t \ 2 0 2 4 0 5 0 C A D \ 2 0 2 4 0 5 0 - C - 4 . 0 _ D e t a i l s . d w g Pl o t t e d B y : DA N A S C H M I D 28 Garfield Ave Subdivision 28 Garfield 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 2017 2024050 Details C-4.0 ERS ERS DBH 4/25/25 NTS 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. PRECAST CONCRETE GRADE EXTENSION AS REQUIRED; CEMENT MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR ECCENTRIC CONE SECTION OR FLAT TRAFFIC TOP PLUG ALL LIFTING HOLES WITH CEMENT MORTAR ASPHALT BITUMASTIC SEALER (ENTIRE EXTERIOR SURFACE) FINISHED GRADE INTEGRAL WALL AND BASE SECTION HEAVY DUTY FRAME AND COVERCEMENT MORTAR ALL AROUND FRAME PRECAST CONCRETE MANHOLE SECTIONS AS REQUIRED MANUFACTURED IN ACCORDANCE WITH ASTM C478-85a SHIPLAP JOINT MADE WATER TIGHT WITH 2 ROWS OF BUTYL ROPE BETWEEN MANHOLE SECTIONS; APPLY BITUMASTIC JOINT COMPOUND ALL AROUND AFTER ASSEMBLY MANHOLE STEPS; COPOLYMER POLYPROPYLENE PLASTIC ENCAPSULATED #4 ASTM A615 GRADE 60 STEEL REINFORCEMENT REFER TO PLANS FOR PIPE SIZE, TYPE, AND SLOPE FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED OR FORMED PORTAL, TYP. 8" MAX 30" DIA. OPENING 12 " TY P . 6" MIN.48" MIN. Ø 6" MIN. FLOW IN FLOW OUT UNDISTURBED / UNEXCAVATED EARTH 8" 12" MIN. CRUSHED STONE BEDDING12" MIN., TYP. NOTE: 1. ENTIRE EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. 2. BACKFILL MANHOLE EXCAVATION IN ACCORDANCE WITH THE SPECIFICATIONS. Scale: NTS SANITARY MANHOLE1 Scale: NTS CONNECTION TO EXISTING SANITARY MAIN2 Scale: NTS UTILITY CROSSING3 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Spearmaco Realty 97 Travelers Way, Richmond Hill, GA 31324 Sa v e D a t e : 7/ 8 / 2 0 2 5 3 : 5 4 P M Fi l e N a m e : G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 5 0 _ 2 8 _ G a r f i e l d _ A v e _ L o t _ L i n e _ A d j u s t m e n t \ 2 0 2 4 0 5 0 C A D \ 2 0 2 4 0 5 0 - C - 4 . 0 _ D e t a i l s . d w g Pl o t t e d B y : DA N A S C H M I D 28 Garfield Ave Subdivision 28 Garfield 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 2017 2024050 Details C-4.1 ERS ERS DBH 4/25/25 NTS A B A B B BWA S H WA S H WA S H WA S H 2"± PIPE PROJECTION INTO MH, TYP. FORM SMOOTH CURVE FORM SMOOTH CURVEALIGN 0.8 DEPTHS OF DIFFERENT SIZE PIPES 1/2" PER FOOT (MIN.) PITCH ACROSS MH PIPE WASH 2"± PER FOOT CHANNEL DEPTH 0.8 PIPE I.D. INVERT CONCRETE BENCHWALL 4,000 PSI MIN. SAWED HALF PIPE SECTION B-B ONE-WAY INVERT PLAN MULTIPLE INVERT SECTION A-ASTANDARD INVERT SMOOTH DROP INVERT FILLET INVERT OUT INVERT IN 0.10' (MIN.) - 2'-6" (MAX.) 0.8 I.D. Scale: NTS MANHOLE BENCH5 1'-6" MIN. 5'-0" MAX. 2'-6" PREFERRED 3'-6" MIN. PREFERRED AS FAR AS POSSIBLE 2'-6" MIN. TR E N C H O R B U R Y A S R E Q U I R E D 1' - 6 " M I N . 8" ABOVE F.G. POLYETHELENE OR BUILDING PAPER CRUSHED STONE SIZE 1 AND 1A USED) CONCRETE THRUST BLOCK. 3,000 p.s.i. (NOT REQ'D IF R.G. OR TIE RODS ARE DRAIN SARATOGA STD. A-423 BREAK FLANGE MUELLER CENTURION LOWEST PART OF BOLTS TO BE A MIN. 1-1/2" ABOVE F.G. AND A MAX. CO V E R A S R E Q U I R E D 5' - 0 " M I N . COLOR OFSIZE OF BONNET AND GREEN, FOREST GRAY, BATTLESHIP CONNECTOR COVERS ORANGE YELLOW GREEN, LIGHT TEE M.J. ANCHORING 5' - 0 " M I N . PATTERN) (TELESCOPIC VALVE BOX A.O.B.E. 3/4" TIE-ROD FOR THRUST RESTRAINT (ONE EACH SIDE) OR RETAINER GLAND BEDDING, PIPE ZONE BACKFILL TYPICAL TO TRENCH DETAIL REQ'D. MAIN (TYP.) CONCRETE THRUST BLOCK. 3,000 p.s.i. 6" M.J. GATE VALVE (SARATOGA STD. - MUELLER A-2360) TIE ROD BROWN BLUE MAIN 6" 10" 12" 8" BLACK 14" 16" 24" 20" BARREL YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW COLOR OF MAINS SHALL BE VALVED TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO HYDRANTS AT ANY ALL HYDRANTS AND VALVES SHALL PREFERRED FINISHED GRADE CURB AS CLOSE POSSIBLE AS FLUSH WITH PAVEMENT OR 1" REVEAL IN TURF AREAS NOTES: GIVEN TIME. OPEN RIGHT. PAINT SCHEDULE: W/4" STORZ CONNECTION FA C E O F CU R B 1.HYDRANT DRAINS SHOULD BE PLUGGED. WHEN THE DRAINS ARE PLUGGED THE BARRELS MUST BE PUMPED DRY AFTER USE DURING FREEZING WEATHER. 2.WHERE HYDRANT DRAINS ARE NOT PLUGGED, A GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL SOILS WILL PROVIDE ADEQUATE DRAINAGE. 3.HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SANITARY SEWERS, STORM SEWERS, OR STORM DRAINS. 4.HYDRANT DRAINS, WHERE ALLOWED, MUST BE ABOVE THE SEASONAL GROUNDWATER TABLE. Scale: NTS FIRE HYDRANT6 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 D= D E P T H SCHEDULE) SECTION A-A W=WIDTH A PLAN (TYP) 4,000 p.s.i. UNDISTURBED SOIL #30 ROOFING FELT THRUST BLOCKGRADE A WATER MAIN (OR SEWER FORCE MAIN) CONCRETE BLOCK THRUST 11-1/4° (1/32) DIMENSIONS 0.5 x 1.5 D x L 1.0 x 1.5 REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS 1.0 x 2.0 90° (1/4) BEND DIMENSIONS 3.2 5.7 8.8 D x L 1.5 x 2.5 2.0 x 3.0 2.5 x 3.5 FT. SQ. AREA 12.5 4.5 PIPE 8.0 SIZE 6 INCHES 8 AREA 10 SQ. FT. TEE SQ. AREA BEND DIMENSIONS FT. 0.6 1.1 1.7 1.0 x 1.5 D x L 1.5 x 1.5 1.5 X 2.5 SQ.DIMENSIONS FT. 3.4 1.2 D x L 2.2 1.5 x 2.0 2.0 x 2.5 2.0 x 3.0 AREA BEND 22-1/2° (1/16) SQ.DIMENSIONS FT. 2.4 6.8 4.3 2.0 x 2.5 2.0 x 4.0 3.0 x 4.5 D x L AREA 45° (1/8) BEND NOTES: 0.5 x 1.01.4 1.0 x 1.5 2.04 0.31.0 x 1.5 .5 x 1.51.1 .61.0 x 2.0 81 V± = LD (W + I.D.) - I.D. 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK:1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. 2. CONCRETE NOT TO OVERLAP ANY JOINT. 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. WHERE: V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY) WITH A SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD. 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. NOTE: M.J. RETAINER GLANDS PER SARATOGA SPRINGS STANDARDS SHALL BE INSTALLED IN ADDITION TO THRUST BLOCKS AT ALL LOCATIONS THRUST BLOCKS ARE REQUIRED. Scale: NTS THRUST BLOCK4 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 FI R S T J O I N T BASE SECTION PRECAST CONCRETE INVERTM.H. INVERT. FROM NEW PIPE TO EXISTING FORM NEW CEMENT INVERT HOLDING BOOT ALUMINUM ALLOY KORBAND TOP OF BASE SLAB M.H. AT PIPE SPRINGLINE 2" PROJECTION INTO BAND CLAMP STAINLESS STEEL ASSEMBLY IN CORED HOLE FLEXIBLE NEOPRENE BOOT SEAL MORTAR AFTER INSTALLATION INSIDE FACE OF MANHOLE 3'-0" MAX. 3" MI N . 5' - 0 " M I N . C O V E R EXISTING GATE VALVE EXISTING VALVE BOX SEE PLANS CRUSHED STONE PIPE BEDDING EXCAVATION, BACKFILL, AND COMPACTION FINISHED GRADE NEW 6" D.I.P. WATERLINE EXISTING 6" Ø D.I.P. WATER SERVICE NEW 6"X6" WATER SERVICE TEE FOR HYDRANT INSTALLATION NEW 6" D.I.P. WATERLINE Scale: NTS WATER SERVICE1 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Spearmaco Realty 97 Travelers Way, Richmond Hill, GA 31324 Sa v e D a t e : 7/ 8 / 2 0 2 5 3 : 5 4 P M Fi l e N a m e : G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 5 0 _ 2 8 _ G a r f i e l d _ A v e _ L o t _ L i n e _ A d j u s t m e n t \ 2 0 2 4 0 5 0 C A D \ 2 0 2 4 0 5 0 - C - 4 . 0 _ D e t a i l s . d w g Pl o t t e d B y : DA N A S C H M I D 28 Garfield Ave Subdivision 28 Garfield 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 2017 2024050 Details C-4.2 ERS ERS DBH 4/25/25 NTS Scale: NTS WATER SERVICE CONNECTION TO EXISITNG GATE VALVE4 Scale: NTS TRENCH DETAIL2 Scale: NTS CONNECTION TO EXISTING MANHOLE3