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HomeMy WebLinkAbout20250211 142 Henry St Site Plan SurveyCOVER S-1 SURVEY L-1.0 SITE PREPARATION & DEMOLITION PLAN L-2.0 LAYOUT & MATERIALS PLAN L-3.0 GRADING & DRAINAGE PLAN L-4.0 UTILITY PLAN L-5.0 LANDSCAPE PLAN L-6.0 SITE DETAILS L-6.1 SITE DETAILS L-6.2 SITE DETAILS 142 HENRY STREET 142 Henry Street, Saratoga Springs, NY 12866 SHEET INDEX: 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.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. PROJECT LOCATION MAP SCALE: N.T.S. PROJECT VICINITY MAP SCALE: N.T.S. SITE / CIVIL:APPLICANT: Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 PROJECT SITE MCTYGUE P L HE N R Y S T Y O R K S T March 14, 2025 Planning Board #XXXXXXXX TAX PARCEL #165.52-3-1 PARCEL SIZE:± 14,026 S.F. ZONING DISTRICT:URBAN RESIDENTIAL DISTRICT 3 (UR-3) USE:RESIDENTIAL AREA / BULK REQUIREMENTS REQUIRED PROPOSED MINIMUM LOT SIZE:8,000 S.F.14,026 S.F. MINIMUM LOT WIDTH:80'79.53' EXISTING MAX. BUILDING COVERAGE:40%26.8% MAX. % IMPERVIOUS SURFACE:70%46.1% MAX. BUILDING HEIGHT:40'29.85' SETBACKS FRONT: 10'11.3' REAR: 25'39.6' INTERIOR SIDE: 5'18.0' CORNER: 8'8' SITE STATISTICS: BA N K A L L E Y HIG H R O C K A V E CIR C U L A R S T MA P L E A V E PROJECT SITE MCTYGUE P L HE N R Y S T Y O R K S T BA N K A L L E Y HIG H R O C K A V E CI R C U L A R S T MA P L E A V E LAKE A V E BR O A D W A Y SITE PLAN SITE NOTICE OF DECISION PLANNING BOARD: SITE NOTICE OF DECISION DESIGN REVIEW BOARD: B a n k A l l e y M e t y g u e P l ac e Henry Street B a n k A l l e y p e r f i l e d m a p M 2 0 1 9 0 0 5 TBM CHISLED "X" ON HYDRANT BONNET NUT ELEV=279.86 28 0 28 0 2 8 5 2 8 5 275 295 29 4 293 2 9 0 296 2 9 7 296 295 294 291 276 2 8 8 TC:275.96 BC:275.61 TC:275.74 BC:275.46 TC:276.33 BC:276.03 TC:275.51 BC:275.25 TC:279.68 BC:278.68 TC:279.81 BC:279.32 TC:279.65 BC:278.45 TC:276.82 BC:276.13 275.78 275.96 276.13 275.49 281.74 281.45 278.68 288.51 288.49 288.12 282.19 287.67 296.86 297.12 296.71 294.48 295.13 290.45 287.25 283.49 276.07 TC:275.73 BC:275.41 TC:275.86 BC:275.55 TC:275.92 BC:275.64 TC:276.09 BC:275.83 BC:275.93 275.74 278.43 280.21 279.25 281.47 282.19 282.02 287.07 2 9 5 2 9 0 N3 2 ° 2 2 ' 0 2 " E 7 9 . 5 3 ' S79°50 ' 3 6 " E 1 1 8 . 1 4 ' S 1 1 ° 2 3 ' 5 8 " W 1 1 1 . 6 2 ' S3 0 ° 2 3 ' 5 1 " W 1 9 . 9 7 ' N57°37'58"W 150.00' 2"IP. 3' HIGH C O N C . R E T . W A L L BUILDING (24) GAS METERS PAVEMENT CUT SAN.MH. RIM=275.07 INV=267.6 6" W A T E R M A I N UN D E R G R O U N D E L E C T R I C 8" P V C S A N . S E W E R L I N E UN D E R G R . G A S L I N E GAS VALVE He n r y S t r e e t Area= 14,026 s.f. or 0.322 ac. TREES TREES 8" W A T E R M A I N CO N C R E T E n/f The Modern Condominiums 5. 0 ' 5. 0 ' McTygu e P l a c e REMOVE GRAVEL BERM REMOVE VEGETATION CONCRETE WASHOUT STABILIZED CONSTRUCTION ENTRANCE 1 L-6.0 4 L-6.0 2 L-6.0SILT FENCE REMOVE DECORATIVE STONES REMOVE DECORATIVE STONES CONSTRUCTION FENCE WITH SIGN NOTING VEGETATION TO BE PROTECTED 86425 10100 Scale: 1" =10' SITE PREPARATION & DEMOLITION PLAN L-1.0 MCB JTM MCB 03/14/2025 1"=10' Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 3 5 _ 1 4 2 _ H e n r y _ S t r e e t _ S i t e _ P l a n n i n g _ S e r v i c e s \ 2 0 2 4 0 3 5 C A D \ L 1 - 0 _ S i t e P r e p & D e m o . d w g 142 Henry Street Site Plan 142 Henry Street 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 2024035 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.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4.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. 5.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 EXISTING VEGETATION PROPERTY LINE CONSTRUCTION LIMIT LINE REMOVE ITEM REMOVE VEGETATION REMOVE ITEM B a n k A l l e y p e r f i l e d m a p M 2 0 1 9 0 0 5 N3 2 ° 2 2 ' 0 2 " E 7 9 . 5 3 ' S79°50 ' 3 6 " E 1 1 8 . 1 4 ' S 1 1 ° 2 3 ' 5 8 " W 1 1 1 . 6 2 ' S3 0 ° 2 3 ' 5 1 " W 1 9 . 9 7 ' N57°37'58"W 150.00' C O N C . R E T . W A L L BUILDING (24) GAS METERS PAVEMENT CUT He n r y S t r e e t Area= 14,026 s.f. or 0.322 ac. CO N C R E T E n/f The Modern Condominiums 5. 0 ' 5. 0 ' McTygu e P l a c e CONCRETE WALK, TYP.9 L-6.0 EXPANSION JOINT, TYP. 5 L-6.0 CONTROL JOINT, TYP. 5 L-6.0 SITE RETAINING WALL, TYP.STONE PATIO 1 L-6.1 BUILDING OVERHANG, TYP. CONCRETE WALK FLUSH WITH EXISTING CONCRETE 8 . 0 0 ' C O R N E R S I D E S E T B A C K 25.00' R E A R S E T B A C K 5. 0 0 ' IN T E R I O R SI D E SE T B A C K 10.00' FRONT SETBACK CONCRETE CURB, TYP. 7 L-6.0 11.3' 8 . 0 ' 18 . 0 ' 39.6' 19.0' 11.8' 14.7' 25 . 0 ' 25.5' 30 . 7 ' 33.7' 17 . 5 ' 42.8' 13 . 2 ' 25 . 2 ' 4 L-6.1 1.8'12.0' 1.4' R3 . 0 0 ' R15.00' R77. 0 ' R62.3' R 5 . 0 0 ' R30.00 ' R5. 0 0 ' 12 . 0 0 ' 5. 0 ' 12 . 0 0 ' R6 2 . 5 ' R3 8 . 5 ' 1 2 . 8 ' 10.0' 2.7' 7.1' 22 . 2 ' 36.0' RESIDENTIAL DRIVEWAY DETAIL 3 L-6.1 RESIDENTIAL DRIVEWAY DETAIL 3 L-6.1 12 5 3 6 4 86425 10100 Scale: 1" =10' LAYOUT PLAN L-2 MCB JTM MCB 03/14/2025 1"=10' Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 3 5 _ 1 4 2 _ H e n r y _ S t r e e t _ S i t e _ P l a n n i n g _ S e r v i c e s \ 2 0 2 4 0 3 5 C A D \ L 2 - 0 _ L a y o u t P l a n . d w g 142 Henry Street Site Plan 142 Henry Street 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 2024035 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. LAYOUT NOTES: LEGEND ASPHALT PAVING PROPERTY LINE CONSTRUCTION LIMIT LINE EASEMENT CONCRETE SIDEWALK 9 L6.0 8 L6.0 5.8'5.00' B a n k A l l e y p e r f i l e d m a p M 2 0 1 9 0 0 5 TBM CHISLED "X" ON HYDRANT BONNET NUT ELEV=279.86 28 0 28 0 2 8 5 2 8 5 275 295 29 4 293 2 9 0 296 2 9 7 296 295 294 291 276 2 8 8 TC:275.96 BC:275.61 TC:275.74 BC:275.46 TC:276.33 BC:276.03 TC:275.51 BC:275.25 TC:279.68 BC:278.68 TC:279.81 BC:279.32 TC:279.65 BC:278.45 TC:276.82 BC:276.13 275.78 275.96 276.13 275.49 281.74 281.45 278.68 288.51 288.49 288.12 282.19 287.67 296.86 297.12 296.71 294.48 295.13 290.45 287.25 283.49 276.07 TC:275.73 BC:275.41 TC:275.86 BC:275.55 TC:275.92 BC:275.64 TC:276.09 BC:275.83 BC:275.93 275.74 278.43 280.21 279.25 281.47 282.19 282.02 287.07 2 9 5 2 9 0 N3 2 ° 2 2 ' 0 2 " E 7 9 . 5 3 ' S79°50 ' 3 6 " E 1 1 8 . 1 4 ' S 1 1 ° 2 3 ' 5 8 " W 1 1 1 . 6 2 ' S3 0 ° 2 3 ' 5 1 " W 1 9 . 9 7 ' N57°37'58"W 150.00' He n r y S t r e e t n/f The Modern Condominiums 5. 0 ' 5. 0 ' McTygu e P l a c e 288 287 286 285 28 4 28 3 2 8 2 2 8 1 27 8 27 7 27 8 28 9 29 0 2 9 1 2 9 2 2 9 3 2 9 4 2 9 0 2 8 9 2 9 1 2 9 2 286 287 288 285 286 287 284 283 282 281 280 27 9 SECOND FLOOR FFE = 290.0 FIRST FLOOR FFE = 279.5 GARAGE FFE = 289.5 GARAGE FFE = 279.0 288.5 288.3 288.4 288.2 288.3 288.5 3 STEPS TO PORCH 2 STEPS TO PORCH 278.5 277.9 276.7 276.3 276.4 276.3 TW 277.0 BW 276.5 TW 279.8 BW 277.0 TW 280.0 BW 278.0 TW 282.0 BW 279.0 TW 286.0 BW 285.2 TW 288.0 BW 287.2 TW 295.0 BW 293.0 TW 290.5 BW 288.5 TW 294.0 BW 290.0 TW 294.0 BW 292.0 TW 295.0 BW 293.0 TW 293.0 BW 291.0 TW 292.0 BW 290.0 86425 10100 Scale: 1" =10' GRADING PLAN L-3 MCB JTM MCB 03/14/2025 1"=10' Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 3 5 _ 1 4 2 _ H e n r y _ S t r e e t _ S i t e _ P l a n n i n g _ S e r v i c e s \ 2 0 2 4 0 3 5 C A D \ L 3 - 0 _ G r a d i n g P l a n . d w g 142 Henry Street Site Plan 142 Henry Street 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 2024035 LEGEND PROPERTY LINE PROPOSED CONTOUR850 EXISTING CONTOUR850 PROPOSED SPOT ELEVATION 1.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 6/12/2024 PERFORMED BY THOMPSON FLEMING LAND SURVEYORS P.C.. 2.ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3.CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4.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 25. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 6.SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 7.ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 8.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 9.SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. 10.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. 11.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. 12.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. 13.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 14.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. 15.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. 16.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. 17.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 18.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. 19.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. 20.IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 21.THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). GRADING NOTES: XXX.XX B a n k A l l e y He n r y S t r e e t McTygu e P l a c e UTILITY EASEMENT 8" SDR-26 PVC SANITARY LINE @1.56% 4" DIP WATER LATERAL UTILITY CROSSING 6" SDR-26 PVC SANITARY LINE BLDG INV: 274.45 CONNECT INTO SANITARY MAIN, INV (MAIN)=268.37 INV (LATERAL)=271.80 REMOVE EXISTING SANITARY STUB FOR CONNECTION TO EXISTING MANHOLE INV:267.70 SMH-1 RIM: 276.02 INV OUT: 268.95 EX SMH RIM: 275.07 INV IN: 267.70 INV OUT (EX): 267.60 8"X4" TAPPING SLEEVE AND VALVE EXISTING 8" WATER MAIN SANITARY CLEANOUT 86425 10100 Scale: 1" =10' UTILITY PLAN L-4.0 MCB CPA MCB 03/14/2025 1"=10' Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 3 5 _ 1 4 2 _ H e n r y _ S t r e e t _ S i t e _ P l a n n i n g _ S e r v i c e s \ 2 0 2 4 0 3 5 C A D \ L 4 - 0 _ U t i l i t y P l a n . d w g 142 Henry Street Site Plan 142 Henry Street 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 2024035 LEGEND PROPERTY LINE 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 AND SARATOGA COUNTY SEWER DISTRICT #1 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. SUBMIT COPIES OF APPROVED SHOP DRAWINGS TO SARATOGA COUNTY SEWER DISTRICT #1. 4.FIELD ADJUSTMENTS SHALL BE APPROVED BY THE CITY OF SARATOGA PRIOR TO INSTALLATIONS. 5.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. 6.LOW PRESSURE AIR TESTING IS PERMITTED. TEST IS TO CONFORM TO UNIBELL PVC PIPE ASSOCIATION, UNI-B-6-98. SANITARY SEWER NOTES 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.ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING. 4.CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. WATER SERVICE LINES ARE EXCLUDED FROM THIS REQUIREMENT. 5.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. 6.THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STANDARDS. 7.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. 8.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. 9.THE CONTRACTOR SHALL PROVIDE TWO (2) BRONZE WEDGES AT EACH BELL JOINT OF PUSH-ON PIPE. 10.THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 11.VALVE BOXES 11.a.CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW (MODEL F2494), OR APPROVED EQUAL. 11.b.COVER SHALL BE STAY-PUT TYPE (CLOW MODEL F2490), OR APPROVED EQUAL, AND BE CLEARLY MARKED "WATER". 12.VALVES 12.a.ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE (R/W). 12.b.R/W VALVES, 3-INCHES AND LARGER, SHALL BE IRON BODY, NON-RISING STEM CONFORMING TO A.W.W.A. C509. GLAND BOLTS SHALL BE ZINC COATED STEEL. 12.c.ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G. 12.d.ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI AS1.10/AS1.11. 12.e.VALVES SHALL OPEN RIGHT (CLOCKWISE) WITH A STANDARD 2-INCH SQUARE OPERATING NUT WITH ARROW CAST INTO IT INDICATING THE DIRECTION OF OPENING. 12.f.EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, BOLTS, STUDS, AND GASKETS. 12.g.MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL. 13.ALL WATER MAIN VALVES SHALL OPEN RIGHT (CLOCKWISE). 14.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. 15.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. EXISTING WATER LINE PROPOSED SANITARY SEWER LINE EXISTING GAS LINE EXISTING SANITARY SEWER LINE UNDER DRAIN LINE EXISTING UNDERGROUND ELECTRIC LINE B a n k A l l e y p e r f i l e d m a p M 2 0 1 9 0 0 5 N3 2 ° 2 2 ' 0 2 " E 7 9 . 5 3 ' S79°50 ' 3 6 " E 1 1 8 . 1 4 ' S 1 1 ° 2 3 ' 5 8 " W 1 1 1 . 6 2 ' S3 0 ° 2 3 ' 5 1 " W 1 9 . 9 7 ' N57°37'58"W 150.00' 2"IP. 3' HIGH He n r y S t r e e t Area= 14,026 s.f. or 0.322 ac. TREES TREES TREES n/f The Modern Condominiums 5. 0 ' 5. 0 ' McTygu e P l a c e 86425 10100 Scale: 1" =10' LANDSCAPE PLAN L-5.0 MCB JTM MCB 03/14/2025 1"=10' Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 3 5 _ 1 4 2 _ H e n r y _ S t r e e t _ S i t e _ P l a n n i n g _ S e r v i c e s \ 2 0 2 4 0 3 5 C A D \ L 5 - 0 _ L a n d s c a p e P l a n . d w g 142 Henry Street Site Plan 142 Henry Street 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 2024035 LEGEND PROPOSED TREE PROPERTY LINE PROPOSED SHRUB 1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 “AMERICAN STANDARD FOR NURSERY STOCK.” ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2.PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP. 3.ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR 'FULL', OR 'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. 4.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5.TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 7.IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 8.THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 9.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 10.THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 11.INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 12.CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. 13.ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 14.PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE. 15.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 16.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE-SEEDING AS NECESSARY. 17.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 18.UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. 19.FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION. 20.ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 20.1.PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 20.2.LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 21.IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 22.GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 23.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 24.GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE 50% 85%95% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% 85% 90% PERENNIAL RYE 25%90%90% PLANTING NOTES: 12 L-6.0 10 L-6.0 3 BN 4 MS 1 PG 1 TA 7 Vt 3 Cs 4 Ha 3 Mg 6 Mg 3 Mg 1 Ha 8 Mg PLANT LIST SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES BN 3 Betula nigra 'Heritage'Heritage River Birch 14'-16' ht.B&B, MULTI-STEM TA 1 Tilia americana 'Fastigiata'Pyramidal American Linden 3"-3 1/2"cal.B&B MS 4 Malus 'Harvest Gold"Harvest Gold Crabapple 8'-10' ht.B&B EVERGREEN TREES PG 1 Picea Glauca White spruce 8'-10' ht.B&B SHRUBS Cs 3 Cornus Sericea Red Osier Dogwood 30"-36" ht. Ha 5 Hydrangea arborescens Smooth Hydrangea 24"-30" ht. Mg 20 Miscanthus gracilimus Silver grass 18"-24" ht. Vt 7 Viburnum trilobum American Cranberrybush 30"-36" ht. 25. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH, TOPSOIL SPECIFICATION: GRADATION: SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS MIN. MAX. #10 100 PH RANGE 5.2-7.0 #20 78 95 ORGANIC MATTER 4%-6% #40 67 87 MAGNESIUM 35LB. PER AC #60 48 78 PHOSPHORUS 75LB/AC #100 40 75 POTASSIUM 85LB/AC #200 28 63 SOLUBLE SALTS NOT TO EXCEED 500 PPM #270 22 55 .002 2 7 50'-0" 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL OVER GEOTEXTILE (MIRAFI 600X) R . 3 0 ' - 0 " T Y P . EDGE OF EXISTING ROADWAY CONSTRUCTION SPECIFICATIONS: 1.STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2.LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 3.THICKNESS- NOT LESS THAN SIX (6) INCHES. 4.WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 5.ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 6.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 7.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 8.PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. 24 ' - 0 " MI N . 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. 6" INTO GROUND SECTION PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES FLOW FLOW CONSTRUCTION SPECIFICATIONS: 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 FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHE 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 "BULGES" DEVELOP IN THE SILT FENCE. 6.FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. 2 1 MAX. NOTES: 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3.EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4.A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. STRAWBALES STAKED INTO GROUND NOTE: 1.WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 10 MIL PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE) STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING 8' MIN. 2' M I N . CONCRETE WASHOUT CONCRETE WASHOUT SIGN 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 BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 8" GRANULAR SUBBASE COURSE SIDEWALK DUMPSTER PAD GEOTEXTILE FABRIC GEOTEXTILE FABRIC EXPANSION JOINT SCORE JOINT EXPANSION JOINTS TO OCCUR 20' O.C. MAX & AT ALL CURBS, WALLS, & WHERE SHOWN ON PLANS OR OTHER DETAILS TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONC. PAVEMENT. 1/2" JOINT 2"2" 1" M I N . 1/2" JOINT 2"2" JOINT SEAL PER SPECIFICATIONS TOOLED JOINT WITH 1/4" RADIUS EDGE BOND BREAKER BACKER ROD PREMOULDED JOINT FILLER 16 " 6" FLUSH CURB IN PAVING 1/ 2 " 6" 6" 6"6"6" PROVIDE CLEAN SQUARE CORNER WHERE BITUMINOUS WALK ABUTS CURB FINISH GRADE; BITUMINOUS OR LAWN, SEE PLANS 1/2" RADIUS FINISH GRADE 4,000 PSI CAST-IN-PLACE CONCRETE CURB GRANULAR SUBBASE 6" 6" 18 " 6" PAVEMENT 1 4" RADIUSCONCRETE SIDEWALK, SEE DETAIL CAST-IN-PLACE CONCRETE CURB, SEE CONCRETE SPECIFICATION GRANULAR SUBBASE 7" EXPANSION JOINT SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95% MODIFIED PROCTOR COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR DE P T H T O SU B G R A D E A S RE Q U I R E D 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 PAVEMENT TYPE TOP COURSE BINDER COURSE GRAVEL COURSE STANDARD DUTY 2-1/2"4"12" GEOTEXTILE FABRIC, MIIRAFI 500X * PAVEMENT DEPTHS BASED ON GEOTECHNICAL RECOMMENDATIONS NOTES: -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. -THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. -TREE SHALL BE PLUMB & STRAIGHT. 12 " EQ.EQ. STAKE AND GUY TREE-CONTRACTOR SHALL PROVIDE METHOD AND MANUFACTURER SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE 12" MIN. 18 " M I N . PLANT PERENNIALS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL COMPACTED / UNDISTURBED SUBGRADE 12" MIN. 18 " M I N . 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM ROOT FLARE. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL PLANT SHRUBS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL UNDISTURBED SUBGRADE ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. 6" MI N SPACE SHRUBS AS INDICATED ON PLANS Scale: NTS STABILIZED CONSTRUCTION ENTRANCE1 Scale: NTS SILT FENCE2 Scale: NTS TEMPORARY STOCKPILE3 Scale: NTS CONCRETE CURB AT SIDEWALK7 Scale: NTS CONCRETE WASHOUT4 Scale: NTS CONCRETE PAVING9 Scale: NTS CONCRETE JOINTS5 Scale: NTS 6" FLUSH CONCRETE CURB6 SITE DETAILS L-6.0 MCB JTM DBH 03/14/2025 NTS Scale: NTS ASPHALT PAVEMENT8 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 Sa v e D a t e : 3/ 1 3 / 2 0 2 5 3 : 5 7 P M Fi l e N a m e : G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 3 5 _ 1 4 2 _ H e n r y _ S t r e e t _ S i t e _ P l a n n i n g _ S e r v i c e s \ 2 0 2 4 0 3 5 C A D \ L 6 - 0 D e t a i l s . d w g Pl o t t e d B y : MA T T B R O B S T O N 142 Henry Street Site Plan 142 Henry Street 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 2024035 Scale: NTS DECIDUOUS TREE PLANTING10 Scale: NTS PERENNIAL PLANTING11 Scale: NTS SHRUB PLANTING12 EXISTING PAVING TO REMAINPROPOSED PAVING TOP COURSE BINDER COURSE 1-/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COMPACTED BASE MATERIAL KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT 1' 6" EDGE RESTRAINT 24" SQ., 1 2/2: - 2" THICK ABERDEEN AZZURO SLABS BY TECHO-BLOC, SAWN TOP AND SIDES. 1" SAND SETTING BED SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 6" GRANULAR SUBBASE COURSE NYS DOT SECT 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR. FINISHED GRADE 6" GRANULAR SUBBASE SEE PLANS FOR LANDSCAPE TREATMENT SEGMENTAL BLOCK RETAINING WALL. WALL DESIGN BY OTHERS GRAVEL MARAFI 160N FILTER FABRIC. 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 . FINAL TRENCH BACKFILL AS SPECIFIED TOPSOIL & SEED LAWN RESTORATION 1 1 PVMT. RESTORATION 1 1 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 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 BEDDING 12" MIN., TYP. NOTE: 1. ENTIRE EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. 2. BACKFILL MANHOLE EXCAVATION IN ACCORDANCE WITH THE SPECIFICATIONS. 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' M I N . C O V E R 1 PIPE LENGTH (18'-0" MIN.) PROPOSED 8"x4" TAPPING SLEEVE AS INDICATED ON THE PLANS EXISTING 8" DUCTILE IRON PIPE WATER MAIN 3,000 PSI MIN. CAST-IN-PLACE CONCRETE THRUST BLOCK UNEXCAVATED/ UNDISTURBED EARTH MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS PER CITY OF SARATOGA SPRINGS STANDARDS 12" X 12" SOLID PRECAST CONCRETE BLOCKS (6" MIN. THICK) CRUSHED STONE PIPE BEDDING, AS SPECIFIED 6"Ø DIP, CL 52, WATER PER CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON THE PLANS. MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. (2) 3/4" Ø THREADED TIE RODS, WASHERS & NUTS AS SPECIFIED; APPLY (2) COATS OF COAL TAR EPOXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP. EXCAVATION BACKFILL AND COMPACTION PER CITY OF SARATOGA SPRINGS STANDARDS PROPOSED FINISHED GRADE OR EXISTING GROUND LINE TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS FL O W C LEXISTING SANITARY SEWER PIPEEXISTING SANITARY SEWER PIPE, CONTRACTOR TO CONFIRM SIZE 4" MINIMUM CONCRETE ENCASEMENT (MIN. CONC. STRENGTH OF 2,500 PSI) 6" LATERAL CONTROL SETTLEMENT (SLIP) JOINT 4" MINIMUM CONCRETE ENCASEMENT (MIN. CONC. STRENGTH OF 2,500 PSI) UNDISTURBED SOIL 6" SADDLE WITH STAINLESS STEEL STRAPS/CLAMPS 45°-60° (UNLESS OTHERWISE DIRECTED ELEVATION PLAN 6" LATERAL FLOW 10"THREADED CLEANOUT PLUG FINISHED GRADE FOR UNPAVED AREAS WITHOUT FRAME & COVER SYRACUSE CASTINGS NO.4155 CAST IRON FRAME & COVER (USE IN PAVED AREAS) 1 8 LONG SWEEP BEND 4" SDR 26 PVC 6" BUILDING LATERAL CRUSHED STONE (NYSDOT #1) LETTERING ON COVER: SAN. SEWER FINISHED GRADE FOR PAVED AREAS WITH FRAME & COVER Scale: NTS CONCRETE PAVER DETAIL1 Scale: NTS PAVEMENT KEY2 Scale: NTS DROP CURB AT RESIDENTIAL DRIVEWAY3 Scale: NTS SITE RETAINING WALL DETAIL4 SITE DETAILS L-6.1 MCB JTM DBH 03/14/2025 NTS Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 Sa v e D a t e : 3/ 1 3 / 2 0 2 5 3 : 4 3 P M Fi l e N a m e : G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 3 5 _ 1 4 2 _ H e n r y _ S t r e e t _ S i t e _ P l a n n i n g _ S e r v i c e s \ 2 0 2 4 0 3 5 C A D \ L 6 - 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 142 Henry Street Site Plan 142 Henry Street 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 2024035 Scale: NTS CONNECTION TO SANITARY MAIN6 Scale: NTS UTILITY CROSSING7 Scale: NTS WATER SERVICE CONECTION8 Scale: NTS PIPE TRENCH DETAIL9 Scale: NTS CONNECTION TO SANITARY MANHOLE5 Scale: NTS SANITARY MANHOLE11 Scale: NTS SANITARY CLEANOUT10 265 270 280 265 270 280 0+00 27 5 . 1 27 5 . 1 3 1+00 80' of 8" PVC @ 1.56% SMH-1 RIM:276.02 INV OUT:268.95 8" PVC EX SMH-1 RIM:275.35 INV IN:267.70 8" PVC INV OUT:267.60 8" PVC EXISTING SANITARY MAIN SITE DETAILS L-6.2 MCB JTM DBH 03/14/2025 NTS Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 Sa v e D a t e : 3/ 1 3 / 2 0 2 5 3 : 4 3 P M Fi l e N a m e : G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 3 5 _ 1 4 2 _ H e n r y _ S t r e e t _ S i t e _ P l a n n i n g _ S e r v i c e s \ 2 0 2 4 0 3 5 C A D \ L 6 - 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 142 Henry Street Site Plan 142 Henry Street 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 2024035 Scale: NTS SANITARY EXTENSION PROFILE1