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HomeMy WebLinkAbout20220104 30 Caroline Site Plan Review 2022-10-26 Site PlansCOVER L-1.0 SITE DEMOLITION, PREPARATION & EROSION CONTROL PLAN L-2.0 SITE LAYOUT, GRADING, DRAINAGE, & UTILITY PLAN L-3.0 SITE DETAILS L-3.1 SITE DETAILS February 8, 2022 Revised: October 26, 2022 30 Caroline Street Site Plan Application 30 Caroline Street, Saratoga Springs, NY 12866 SHEET INDEX: PROJECT SITE 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: GM 30 Caroline Street Corp. 356 Arlington Avenue Brooklyn, NY 11208 SITE STATISTICS PARCEL SIZE:0.08 AC. TAX PARCEL ID: 165.60-1-85 ZONING: T-6 URBAN CORE T-6 ZONING REQUIREMENTS: REQUIRED PROVIDED BUILD-TO DISTANCE FROM FRONT LOT LINE 0' - 12'0' MIN % BUILD OUT ALONG FRONTAGE 80%100% MAXIMUM BUILDING HEIGHT 70'60'-6" MIN. STORIES 2 5 PAVILLION ROWPlanning Board # XX.XXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ CARO L I N E S T R E E T PAVILLION ROWPUTNAM STREETGAR D N E R L A N E PROJECT SITEHIGH ROCK AVENUEHENRY STREETMAPLE AVENUEHENRY STREETMAPLE AVENUEMAPLE AVENUEBROADWAYLAKE A V E N U E CIRCULAR STREETPHILA S T R E E T LAFAYETT E S T R E E T CARO L I N E S T R E E T PUTNAM STREETWOODLAWN AVENUELONG ALLEYRAILROAD PLACEDIVISI O N S T R E E T WASHINGTON STREET CHU R C H S T R E E T PROPOSED USES COMMERCIAL SPACE:1,825 SF RESIDENTIAL (APARTMENTS):11 UNITS 1,825 SF COMMERCIAL SPACE WITH POSSIBLE USES AS FOLLOWS: ARTIST STUDIO, ART GALLERY, BREW PUB, BAKERY (RETAIL), RETAIL, EATING & DRINKING ESTABLISHMENT, FINANCIAL INSTITUTION, SERVICE ESTABLISHMENT, OFFICE, MEDICAL OFFICE/CLINIC. EDUCATIONAL FACILITIES, RECREATIONAL FACILITIES, HEALTH SPA. PROJECT ARCHITECT Olsen Associates, Architects P.C. 456 Broadway #201 Saratoga Springs, NY 12866 SURVEY CONSULTANT Boswell Engineering 799 Madison Ave. Albany, NY 12208 ARCHITECTURAL RENDERING BC=100 . 9 5 TC-101 . 3 6 BC=101 . 3 5 TC-101 . 8 0 BC=100 . 3 0 TC-100 . 7 4 BC=99.8 5 TC-100 . 3 3 BC=99. 3 7 TC-99.8 2 99.56100.24100.60101.22 101.52 101.75 102.36 101.92 BC=101 . 5 5 TC-101 . 9 8 BC=101 . 0 3 TC-101 . 4 8 BC=100 . 4 7 TC-101 . 0 4 BC=99. 8 1 TC-100 . 3 9 101.5 101.5 101.1 100.8 101.2 100.6 100.6 100.9 101.6102.3 101.4 102.2 101.7 102.6 101.9 101.9 101.54 101.71 101.6 101.6 101.3 101.9 101.4 101.25100.73 101.67 100.73 DOOR S I L L 101.78 100.21 100.63 101.55 102.11 102.16 101.79 101.68 101.19 101.12 100.79 100.59 100.46 100.08 99.69 PROPERTY LINEEXISTING BUILDING TO REMAIN (SPERRY'S) EXISTING BUILDING TO REMAIN (HAMLET & GHOST) REMOVE CONCRETE REMOVE CONCRETE REMOVE CONCRETE CURB PROTECT EXISTING STREET LIGHT DURING CONSTRUCTION SAWCUT ASPHALT PAVEMENT STABILIZED CONSTRUCTION ENTRANCE 1 L-3.0 SILT FENCE 2 L-3.0 REMOVE AND DISPOSE OF ELECTRICAL PANEL EXISTING 4" WATER LINE EXISTING WATER SERVICES PREVIOUSLY TURNED OFF, CUT, AND ABAONDONED REMOVE ABANDONED 4" WATER SERVICE REMOVE ABANDONED 3/4" COPPER WATER SERVICE © the LA Group 2020 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. GM 30 Caroline Street Corp. 356 Arlington Avenue Brooklyn, NY 11208 Save Date: 10/27/2022 8:56 AMFile Name: G:\Proj-2021\2021127_30_Caroline_Street\2021127CAD\L-1.0_DemoSitePrep.dwgPlotted By:KAITLIN CAMPBELL30 Caroline Street 30 Caroline Street Saratoga Springs, NY 12886 Project 7itle: Prepared for: Drawing 7itle Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2021127 Planning Board # XX.XXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ 86425 10100 Scale: 1" = 10' 1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER, CITY ENGINEERING DEPT/DPW, AND 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.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.ALL DEMOLITION AND DISPOSAL ACTIVITY WILL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL LAWS. SITE PREPARATION NOTES:PROTECTION NOTES:REMOVALS NOTES:LEGEND PROPERTY LINE CONSTRUCTION LIMIT LINE EXISTING GAS LINE EXISTING ELECTRIC EXISTING WATER LINE REMOVE ITEM SAWCUT ASPHALT REMOVE ASPHALT/CONCRETE EXISTING SANITARY SEWER LINE EXISTING STORM LINE 10/26/2022Building Update1 1"=10'2/8/2022 DRCBAS DRC L-1.0 Control PlanPreparation & Erosion Site Demolition,SILT FENCE FFE: 101.79 EXISTING BUILDING TO REMAIN (HAMLET & GHOST) EXPANSION JOINT, TYP.5 L-3.0 6" CONCRETE CURB 4 L-3.0 MEET EXISTING CONCRETE PAVEMENT FLUSH WITH SMOOTH TRANSITION PROPERTY LINEMEET EXISTING CONCRETE PAVEMENT FLUSH WITH SMOOTH TRANSITION EXISTING BUILDING TO REMAIN (SPERRY'S) CONCRETE PAVEMENT8 L-3.0 SCORE JOINT, TYP.5 L-3.010'5' TYP.5'ASPHALT PAVEMENT7 L-3.0 EXISTING HISTORIC STREET LIGHT TO REMAIN FFE: 101.12 TREE GRATE 9 L-3.0 1 AC 51.41'65.45'BC=100 . 9 5 TC-101 . 3 6 BC=101 . 3 5 TC-101 . 8 0 BC=100 . 3 0 TC-100 . 7 4 BC=99. 8 5 TC-100 . 3 3 BC=99. 3 7 TC-99.8 2 99.56100.24100.60101.22 101.52 101.75 101.92 BC=101 . 5 5 TC-101 . 9 8 BC=101 . 0 3 TC-101 . 4 8 BC=100 . 4 7 TC-101 . 0 4 BC=99. 8 1 TC-100 . 3 9 101.5 101.5 101.1 100.8 101.2 100.6 100.6 100.9 101.6102.3 101.4 102.2 101.7 102.6 101.9 101.9 101.54 101.71 101.6 101.6 101.3 101.9 101.4 101.25100.73 101.67 100.73 DOOR S I L L 101.78 100.21 100.63 101.55 102.11 102.16 101.79 101.68 101.19 101.12 100.79 100.59 100.46 100.08 99.69 EX.TC 100.33 EX.BC 99.85 EX.TC 101.36 EX.BC 100.95 EX.101.79 EX.101.68 EX.100.79 EX.100.59 FFE: 101.79 6" SDR-26 PVC SEWER LATERAL, 2.75% SLOPE (2% MIN.) 4" DIP WATER SERVICE SANITARY BLDG INV.: 97.00 6" HDPE @ 8.33% STORM BLDG INV.: 98.00 CONNECT TO EXISTING 4" WATER MAIN AND INSTALL 4"X4" TAPPING SLEEVE, 4" GATE VALVE, AND THRUST BLOCK 1 L-3.1SANITARY SEWER SERVICE CONNECTION LATERAL INV.: 96.17± 3 L-3.1 UTILITY CROSSING INV. NEW 6" SAN: 96.34 TOP EX. 18" STORM: 94.70± STORM SERVICE CONNECTION LATERAL INV.: 96.00± 101.69 101.79 101.69 101.79 101.02 101.12 EXISTING BUILDING TO REMAIN (HAMLET & GHOST)PROPERTY LINEEXISTING BUILDING TO REMAIN (SPERRY'S) FFE: 101.12 101.71101.71 5.00'100.86 © the LA Group 2020 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. GM 30 Caroline Street Corp. 356 Arlington Avenue Brooklyn, NY 11208 Save Date: 10/27/2022 8:56 AMFile Name: G:\Proj-2021\2021127_30_Caroline_Street\2021127CAD\L-2.0_Layout, Grad,Drain,&Util.dwgPlotted By:KAITLIN CAMPBELL30 Caroline Street 30 Caroline Street Saratoga Springs, NY 12886 Project 7itle: Prepared for: Drawing 7itle Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2021127 Planning Board # XX.XXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ 86425 10100 Scale: 1" = 10' 10/26/2022Building Update1 1"=10'2/8/2022 DRCBAS DRC L-2.0 Utility PlanDrainage, &Site Layout, Grading, LEGEND PROPERTY LINE MAJOR CONTOUR MINOR CONTOUR 850 PROPOSED SPOT ELEVATION 101.5 852 1.EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "MAP OF SURVEY 30 CAROLINE STREET", DATED 1/8/2022 AS PREPARED BY BOSWELL ENGINEERING. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 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 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5.SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 6.ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 7.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 8.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. 9.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 10.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. 11.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. 12.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 13.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: EXISTING STORM DRAIN EXISTING WATER LINE EXISTING SANITARY LINE EXISTING SPOT ELEVATION PROPOSED STORM DRAIN PROPOSED WATER LINE PROPOSED SANITARY LINE EXISTING TELECOM EXISTING GAS LINE 101.5 WATER SYSTEM NOTES 1.WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2.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. 3.THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 4.ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT (CLOCKWISE). 5.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.LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. 3.THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN. 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.) AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE CONTRACTOR. 4.EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 5.EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. 6.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. UTILITY NOTES 6" CURB ASPHALT PAVEMENT CONCRETE PAVEMENT LAYOUT NOTES 1.ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 5.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6.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. 7.ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 8.ALL PROPOSED OR RELOCATED SIGNS WITHIN THE CITY RIGHT OF WAY SHALL HAVE FINAL LOCATION APPROVED BY THE DEPARTMENT OF PUBLIC SAFETY BEFORE INSTALLATION. 8 L-3.0 EXPANSION JOINT 7 L-3.0 5 L-3.0 4 L-3.0 Scale: 1"=10' LAYOUT & MATERIALS PLAN1 Scale: 1"=10' GRADING, DRAINAGE, & UTILITY PLAN2 KEY BOTANICAL NAME COMMON NAMEQTY. TREES AC 1 ServiceberryAmelanchier cenedensis PLANTING SIZE ROOT 4" CAL B&B PLANTING SCHEDULE 25'-0" 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL OVER COMPACTED SUBGRADE R . 3 0 ' - 0 " T Y P . EDGE OF EXISTING ROADWAYCONSTRUCTION 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.12'-0"MIN.NOTES: 1.PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2.TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. 3.NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. SEPARATOR FABRIC (NYS DOT 207) COMPACTED GRAVEL - NYSDOT TYPE 2 CRUSHER RUN-STONE (SECT. 304) COMPACTED TO 95% STANDARD PROCTORDEPTH TOSUBGRADE ASREQUIREDBINDER COURSE - NYSDOT ITEM PG 64S-22 402.2579QR - 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 TACK COAT - NYSDOT ITEM 407-0102 DILUTED TOP COURSE - NYSDOT ITEM PG-64S-22 402.1273QR, 80 SERIES COMPACTION ALL ASPHALT 1-1/2"3"12" PAVEMENT TYPE TOP COURSE BINDER COURSE GRAVEL COURSE SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR 3/4" PREMOLDED EXPANSION JOINT CONCRETE SIDEWALK FINISHED GRADE 1/4" RADIUS PAVEMENT POURED-IN-PLACE CONCRETE CURB SEE CONCRETE SPECIFICATIONS GRAVEL COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTE: EXPANSION JOINTS LOCATED ALONG CURB 10" O.C. MAX.18"6"MIN.7" 6"6"EXISTING PAVINGPROPOSED PAVING TOP COURSE BINDER COURSE 1-/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COMPACTED BASE MATERIAL COMPACTED SUBGRADE KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT 6" APPLY TACK COAT 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 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR EXPANSION JOINTS TO OCCUR 60' O.C. MAX & AT ALL CURBS, WALLS, & WHERE SHOWN ON PLANS OR OTHER DETAILS SCORE JOINTEXPANSION JOINT 2"2" 12" JOINT 2"2" 12" JOINT1 14"DEPTH MIN.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. TOOLED JOINT W/ 1/4" RADIUS EDGES AS SHOWN, TYP. JOINT SEAL PER SPEC. PREMOULDED JOINT FILLER6'-0"10'-0" ORANGE POLYETHYLENE WARNING FENCE WATERPROOF PERMANENT SIGN READING: "CONSTRUCTION AREA" METAL POST16" ABOVEGRADE6"BELOW GRADE10' MAX. ℄ TO ℄ 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 2' OVERALLFABRIC HT.20" MIN.16" MIN.36" MIN. FENCE POST FILTER FABRIC FLOW 6"MIN.EMBED FILTER CLOTH MIN. 6" INTO GROUND SECTIONPERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES FLOW FLOW 2'4'4" MIN.1-3/4" X 1-3/4" X 1/4" STEEL ANGLE TREE GRATE, BY IRONSMITH, AS SPECIFIED. 1/2" NELSON STUD WELDED TO FRAME 1"1'-6"3'.5".75"TREE GRATE, BY IRONSMITH, AS SPECIFIED. 1/2" X 1" X 1/4" THICK GRINDING PADS FOR LEVELING - TYP. 4 OR MORE PLACES. SLOPE GRADE 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.3"F.G. TOROOT FLARE1'-0"SLOPE GRADE 2'-0" NOTE: IF ROOT BALL IS LESS THAN 2' DIA., CAREFULLY REMOVE BURLAP COMPLETELY. IF IT IS MORE THAN 2' PULL BURLAP OFF TOP THIRD OF ROOT BALL. ATTACH 1/8" GALV. STEEL CABLE TO STAKE. NOTCH STAKE TO RECEIVE CABLE. ENCASE WIRE AROUND TRUNK IN REINFORCED RUBBER HOSE ABOVE FIRST BRANCH. SECURE ALL ENDS OF CABLE WITH GALV. CLAMPS. 4" GALV. TURNBUCKLE EA. CABLE 3"Ø X 8' STAKES, 3 PER TREE. STAKES TO BE THE SAME HEIGHT, DRIVEN IN ON AN SLIGHT ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) FINISHED GRADE 3" DEPTH MULCH; PULL AWAY FROM TRUNK AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE © the LA Group 2020 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. GM 30 Caroline Street Corp. 356 Arlington Avenue Brooklyn, NY 11208 Save Date: 10/27/2022 8:57 AMFile Name: G:\Proj-2021\2021127_30_Caroline_Street\2021127CAD\L-3.0_SiteDetails.dwgPlotted By:KAITLIN CAMPBELL30 Caroline Street 30 Caroline Street Saratoga Springs, NY 12886 Project 7itle: Prepared for: Drawing 7itle Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2021127 Planning Board # XX.XXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ 1 STABILIZED CONSTRUCTION ENTRANCE SCALE: NTS 4 CONCRETE CURB SCALE: NTS 7 ASPHALT PAVEMENT SCALE: NTS 6 PAVEMENT KEY SCALE: NTS 8 CONCRETE PAVING SCALE: NTS 5 CONCRETE EXPANSION, SCORE JOINT SCALE: NTS 10/26/2022Building Update1 1"=10'2/8/222 DRCBAS DRC L-3.0 Site Details 3 CONSTRUCTION FENCE SCALE: NTS 2 SILT FENCE SCALE: NTS 11 TYPICAL TRENCH SCALE: NTS1'-0"MIN.MIN.6" MIN. O.D./2 COMPACTION COMPACTION MECHANICAL COMPACTION MECHANICAL MECHANICAL PLACEMENT METHOD OF FINAL TRENCH BACKFILL PIPE ZONE BACKFILL 1 & 2 1 & 2 203.07 CRUSHED COVER VARIES 12' MIN. PIPE O.D./2 6" MIN. +PIPE ZONE BEDDING NYSDOT SIZEMATERIALDEPTHITEM NEW PVMT., SEE DETAIL PVMT. RESTORATIONLAWN RESTORATION 1 1 1 1 VARIES - AS REQ'D.5'-0" MAX. VERT. WALLPIPE O.D. + 24" AGGREGATE SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. BURIED IDENTIFICATION WARNING TAPE EXIST. PVMT. SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL FINAL TRENCH BACKFILL (SEE NOTE) TOPSOIL & SEED AS SPECIFIED PIPE ZONE BACKFILL PIPE ZONE BEDDING MAT'L MIN. KEY JT. OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED STATE STANDARDS") TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN-18" MIN.(REFERENCE- "TEN FINISHED GRADE NOTE: SANITARY SEWER OR STORM SEWER WATER LINE 12 UTILITY CROSSING DETAIL SCALE: NTS CRUSHED AGGREGATE NOTES: 1.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. 2.EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. SELECT GRANULAR FILL 9 TREE GRATE SCALE: NTS 10 DECIDUOUS TREE PLANTING SCALE: NTS © the LA Group 2020 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. GM 30 Caroline Street Corp. 356 Arlington Avenue Brooklyn, NY 11208 Save Date: 10/27/2022 8:57 AMFile Name: G:\Proj-2021\2021127_30_Caroline_Street\2021127CAD\L-3.0_SiteDetails.dwgPlotted By:KAITLIN CAMPBELL30 Caroline Street 30 Caroline Street Saratoga Springs, NY 12886 Project 7itle: Prepared for: Drawing 7itle Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2021127 Planning Board # XX.XXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ 10/26/2022Building Update1 1"=10'2/8/2022 DRCBAS DRC L-3.1 Site Details 1 CONNECTION TO EXISTING WATER MAIN SCALE: NTS5' MIN. COVERPROPOSED 4"x4" STAINLESS STEEL TAPPING SLEEVE AS INDICATED ON THE PLANS UNEXCAVATED/ UNDISTURBED EARTH 12" X 12" SOLID PRECAST CONCRETE BLOCKS (6" MIN. THICK) 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. TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS 1 PIPE LENGTH (18'-0" MIN.) EXISTING 4" DUCTILE IRON PIPE WATER MAIN 3,000 PSI MIN. CAST-IN-PLACE CONCRETE THRUST BLOCK MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS PER CITY OF SARATOGA SPRINGS STANDARDS, MUELLER SERIES 2361, RH OPEN CRUSHED STONE PIPE BEDDING, AS SPECIFIED 6"Ø DIP, CL 52, WATER MAIN PER CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON THE PLANS. EXCAVATION BACKFILL AND COMPACTION PER CITY OF SARATOGA SPRINGS STANDARDS PROPOSED FINISHED GRADE OR EXISTING GROUND LINE SCHEDULE) SECTION A-A APLAN (TYP) 4,000 p.s.i. UNDISTURBED SOIL #30 ROOFING FELT THRUST BLOCKGRADE AWATER MAIN (OR SEWER FORCE MAIN) CONCRETE BLOCK THRUST 11-1/4° (1/32) 0.5 x 1.5 1.0 x 1.5 REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS 1.0 x 2.0 90° (1/4) BEND 3.2 5.7 8.8 1.5 x 2.5 2.0 x 3.0 2.5 x 3.5 12.5 4.5 8.0 6 8 10 TEE BEND 0.6 1.1 1.7 1.0 x 1.5 1.5 x 1.5 1.5 X 2.53.4 1.2 2.2 1.5 x 2.0 2.0 x 2.5 2.0 x 3.0 BEND 22-1/2° (1/16) 2.4 6.8 4.3 2.0 x 2.5 2.0 x 4.0 3.0 x 4.5 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. 3 CONNECTION TO EXITING SEWER MAIN SCALE: NTS NOTE: M.J. RETAINER GLANDS PER SARATOGA SPRINGS STANDARDS SHALL BE INSTALLED IN ADDITION TO THRUST BLOCKS AT ALL LOCATIONS THRUST BLOCKS ARE REQUIRED. 2 THRUST BLOCK SCALE: NTS FLOWC LEXISTING 21" SANITARY SEWER PIPE EXISTING 21" SANITARY SEWER PIPE 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 45°-60° (UNLESS OTHERWISE DIRECTED ELEVATION PLAN 6" LATERAL