Loading...
HomeMy WebLinkAbout20250182 30 1/2 Caroline St Site Plan Revised PlansCOVER SURVEY L-1.0 SITE DEMOLITION, PREPARATION & EROSION CONTROL PLAN L-2.0 SITE LAYOUT & MATERIALS PLAN L-3.0 SITE GRADING, DRAINAGE, & UTILITY PLAN L-4.0 SITE DETAILS L-4.1 SITE DETAILS L-4.2 SITE DETAILS February 28, 2025 30 1/2 Caroline Street Site Plan Application 30 1/2 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 ALSOAPPLY. 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 SITE / CIVIL: APPLICANT: GM 30 Caroline Street Corp. 356 Arlington Avenue Brooklyn, NY 11208 SITE STATISTICS PARCEL SIZE:0.08 AC/0.19 AC TOTAL: 0.27 AC. TAX PARCEL ID: 165.60-1-85, 165.60-1-81 ZONING: UC, 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 55'60' * MIN. STORIES 2 5 * 5' HEIGHT BONUS APPROVED BY PLANNING BOARD AND DESIGN REVIEW BOARD Planning Board # 2025XXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ CAROLIN E S T R E E T PA V I L L I O N R O W P U T N A M S T R E E T GARDN E R L A N E HE N R Y S T R E E T MA P L E A V E N U E PROPOSED USES COMMERCIAL SPACE:1,825 SF + 2,768 SF (NEW) = 4,593 SF RESIDENTIAL (APARTMENTS):11 + 29 (NEW) = 40 UNITS 4,593 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 ·17 (1) BEDROOM ·23 STUDIO PREVIOUSLY APPROVED PROJECT SITE Revised June 28, 2025 S S S S S S S S S S S S SS SS S S SS SS SS SS SS SS SS S S X X X X X XXX X X X X X X X X X ST ST ST ST S T ST ST ST ST ST ST ST ST ST W W W W W W W W W G G G G E E E E E E E E S S S T S T S T S T S T ST ST ST ST ST SS SS SS SS SS S S S S S S S S S S S SST S T O R M M A I N ( P E R R E C O R D D O C U M E N T S ) 2 4 " S A N I T A R Y S E W E R M A I N ( P E R R E C O R D D O C U M E N T S ) S T X X X X X X X X OHW OHW OHW OHW OHW OHW OHW OHW OH W OH W X X X X CAROLINE STREET (PAVED) PR O P E R T Y L I N E EXISTING BUILDING TO REMAIN (HAMLET & GHOST) REMOVE CONCRETE REMOVE CONCRETE REMOVE CONCRETE CURB PROTECT EXISTING STREET LIGHT DURING CONSTRUCTION SAWCUT ASPHALT PAVEMENT SILT FENCE 2 L-4.0 REMOVE AND DISPOSE OF ELECTRICAL PANEL EXISTING 4" WATER LINE EXISTING WATER SERVICES PREVIOUSLY TURNED OFF, CUT, AND ABANDONED REMOVE ABANDONED 4" WATER SERVICE REMOVE ABANDONED 3/4" COPPER WATER SERVICE REPUTED LOCATION 20" SANITARY SEWER MAIN REPUTED LOCATION 8" SANITARY SEWER MAIN CONTRACTOR TO CONDUCT TEST PIT TO CONFIRM ELEVATION OF EXISTING SEWER MAINS AND REPORT FINDINGS TO OWNERS REP REMOVE ASPHALT AND CONCRETE PAVEMENT DEMOLISH EXISTING BUILDING ADDITIONS REMOVE PRIVACY WALL REMOVE WOOD DECK, STAIRS, AND RAILING REMOVE PLANTINGS REMOVE TEMPORARY WALLS, TENTS, PAVEMENT, STAIRS AND RAILINGS REMOVE RAMP AND WALLS REMOVE FENCE REMOVE SIGN STABILIZED CONSTRUCTION ENTRANCE 1 L-4.0 REMOVE PLANTER BED REMOVE PIPE PROPOSED SILT FENCE2 L-4.0 EXISTING BUILDING TO REMAIN INLET PROTECTION5 L-4.1 EXISTING STORMWATER MANHOLE TO REMAIN RELOCATE SIGN © 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 Sa v e D a t e : 6/ 2 6 / 2 0 2 5 3 : 3 2 P M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 1 2 7 _ 3 0 _ C a r o l i n e _ S t r e e t \ 2 0 2 1 1 2 7 C A D \ L - 1 . 0 _ D e m o S i t e P r e p . d w g Pl o t t e d B y : MC K E N Z I E D O M B R O S K I 30 12 Caroline Street 30 12 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 # XXXXXX 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 06/27/25City Comments1 1"=10'2/28/2025 DRCMLD DRC L-1.0 Control PlanPreparation & Erosion Site Demolition,SILT FENCE REMOVE BUILDING ADDITION X CAROLINE STREET (PAVED) 2 1 45 3 FFE: 101.79 EXISTING BUILDING TO REMAIN (HAMLET & GHOST) EXPANSION JOINT, TYP. 6" CONCRETE CURB MEET EXISTING CONCRETE PAVEMENT FLUSH WITH SMOOTH TRANSITION PR O P E R T Y L I N E CONCRETE PAVEMENT, TYPE 2 SCORE JOINT, TYP. 10 ' 5' TYP. 5' ASPHALT PAVEMENT EXISTING HISTORIC STREET LIGHT TO REMAIN, CHANGE FIXTURE TO LED. FFE: 101.12 1 AC ASPHALT PAVEMENT ACCESSIBLE PARKING SPACE CONCRETE DUMPSTER PAD BIKE RACK 14.00'9.00'9.00'8.50' 13.13' 3.00' 10.50' 9.00' TYP. 12.00' 5.00' COMMERCIAL ENTRANCE3 L-4.1 7 L-4.0 7 L-4.0 8 L-4.0 5 L-4.0 5 L-4.0 4 L-4.0 1 L-4.1 3 L-4.0 26.29 ' 4.05' 20 . 9 2 ' 76 . 9 0 ' 1 8 . 0 0 ' 1 AC 1 AC EXTENT OF UPPER FLOORS ACCESSIBLE RAMP 4 L-4.1 CONCRETE SERVICE RAMP SEE ARCHITECTURAL DRAWINGS GRANITE CURB AROUND PERIMETER OF TREE PIT FILLED WITH MULCH, TYP. 9 L-4.0 58 . 4 2 ' 65 . 4 5 ' 51.41' 17 . 7 0 ' 24.95' 15.92' 25.27' 15.95' 39 . 6 4 ' BIKE RACK (4)3 L-4.0 RELOCATED SIGN LAWN LAWN LAWN BOLLARDS (2) 6" CONCRETE CURB4 L-4.0 EXISTING CITY EASEMENT 10 L-4.1 STREET LIGHT6 L-4.1 8 L-4.0 8.50' SHRUB PLANTING, TYP. CONCRETE PAVEMENT, TYPE 1 (2) 3 YARD ROLL-OUT CONTAINERS SCREENING FENCE13 L-4.0 TRANSFORMER LOCATION BIKE RACK (3)3 L-4.0 SCREENING FENCE13 L-4.0 1 CF 4 IG 240 VM 5 IG 6" CONCRETE CURB4 L-4.0 5 AG 13 HH © 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 Sa v e D a t e : 6/ 2 6 / 2 0 2 5 2 : 4 9 P M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 1 2 7 _ 3 0 _ C a r o l i n e _ S t r e e t \ 2 0 2 1 1 2 7 C A D \ L - 2 . 0 _ L a y o u t . d w g Pl o t t e d B y : JE S S I C A M I N K 30 12 Caroline Street 30 12 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 # XXXXXX 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' 6/27/2025City Comments1 1"=10'2/28/2025 DRCMLD DRC L-2.0 Materials PlanSite Layout and LEGEND PROPERTY LINE 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-4.0 EXPANSION JOINT 7 L-4.0 5 L-4.0 4 L-4.0 Scale: 1"=10' LAYOUT & MATERIALS PLAN1 PLANT LIST SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES AC 3 Amelanchier cenedensis Serviceberry 4" CAL.B&B CF 1 Cornus florida Dogwood 2 1/2" CAL.B&B SHRUBS IG 9 Ilex glabra Inkberry Holly 3'-4'B&B, AG 5 Abelia grandifolia Glossy Abelia 18"-24" ht.B&B, 5' O.C. GROUNDCOVER / PERENNIALS VM 240 Vinca minor Creeping Myrtle #1 Cont.8-12" O.C. HH 13 Hemerocallis Happy Returns Daylily #2 Cont.12" O.C. SS S S S S S S S S S S S S SS SS S S SS SS SS SS SS SS SS S S ST ST ST ST S T ST ST ST ST ST ST ST ST ST W W W W W W W W W G G G G E E E E E E E E S T S T S T S T S T ST ST ST ST ST SS SS SS SS SS 2 7 5 275 276 277 278 2 7 9 27 8 277 277 2 7 8 279 2 8 0 28 1 276 S S S S S S S S S S S SST S T O R M M A I N ( P E R R E C O R D D O C U M E N T S ) 2 4 " S A N I T A R Y S E W E R M A I N ( P E R R E C O R D D O C U M E N T S ) S T 28 0 OHW OHW OHW OHW OHW OHW OHW OHW OH W OH W X 27 5 FFE: 280.33FFE: 281.00 275 276 277 278 275.20 275.45 275.35 275.10 275.45 275.50 277.10 278.00 BW 278.00 TW 278.90 TW 279.00279.35 279.40 275.60 275.60 275.40 275.50 280.33 275.45 275.40 274.60 277.90 278.50 278.20 TC: 278.90 BC: 278.40 277.94 278.40 278.50 EX.TC: 279.50 EX.BC: 279.02 EX.TC: 280.53 EX.BC: 280.12 EX. 200.34 281.00 281.00 280.23 280.33 280.92280.92 EX. TC: 280.04 EX. BC: 279.54 275.35 275.20 274.40 6" SDR-26 PVC SEWER LATERAL 4" DIP WATER SERVICE SANITARY BLDG INV.: 277.00 6" HDPE STORM BLDG INV.: 278.00 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 TOP OF MAIN: 270.06± LATERAL INV.: 274.73± WYE INTO TOP OF MAIN 3 L-3.1 UTILITY CROSSING INV. NEW 6" SAN: 275.02± TOP EX. 18" STORM: 274.09± SEE NOTE 14 STORM SERVICE CONNECTION LATERAL INV.: 277.19± EXISTING BUILDING TO REMAIN (HAMLET & GHOST) PR O P E R T Y L I N E 4 L-3.1 REPUTED LOCATION OF 8" SANITARY SEWER MAIN, CONTRACTOR TO CONFIRM LOCATION AND SIZE REPUTED LOCATION OF 20" SANITARY SEWER MAIN BY CITY ENGINEERING STAFF PROPOSED RAMP (DELIVERIES ONLY) PROPOSED CB RIM: 274.20 INV. OUT: 270.70 12" HDPE @ 1% CONCRETE WALL WITH RAILING CORE MANHOLE TO ACCEPT NEW PIPE INV: 270.40 EX STMH RIM: 279.06 INV (W): 272.17 INV (N): 270.77 INV (S): 270.87 INV (E): 268.97 RAISE CATCH BASIN RIM TO BE FLUSH WITH GRADE RIM: 275.5 © 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 Sa v e D a t e : 6/ 2 6 / 2 0 2 5 3 : 3 4 P M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 1 2 7 _ 3 0 _ C a r o l i n e _ S t r e e t \ 2 0 2 1 1 2 7 C A D \ L - 3 . 0 _ G r a d i n g , D r a i n a g e , U t i l i t i e s . d w g Pl o t t e d B y : MC K E N Z I E D O M B R O S K I 30 12 Caroline Street 30 12 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 # XXXXXX 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' 06/27/25City Comments1 1"=10'2/28/2025 DRCERS DRC L-3.0 Utility PlanDrainage, &Site Grading, LEGEND PROPERTY LINE MAJOR CONTOUR MINOR CONTOUR 850 PROPOSED SPOT ELEVATION 852 1.EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "MAP OF SURVEY 30 CAROLINE STREET", DATED 1/25/2024 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. 14.INVERT ELEVATIONS OF EXISTING INFRASTRUCTURE ARE APPROXIMATE AS UPSTREAM INVERTS WERE UNABLE TO BE CONFIRMED. 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 Scale: 1"=10' GRADING, DRAINAGE, AND UTILITY PLAN1 101.5 LIMIT OF DISTURBANCE (0.23 AC) 25'-0" 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIALOVER 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 PLACEDOVER 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 IMPRACTICALA MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 6.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENTTRACKING 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 STABILIZEDWITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 8.PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDEDAFTER EACH RAIN EVENT. 12 ' - 0 " MI N . 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 CITYENGINEER 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 BINDERCOURSE. 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 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 PG 64S-22 402.2579QR - 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 TACK COAT - NYSDOT ITEM407-0102 DILUTED TOP COURSE - NYSDOT ITEMPG-64S-22 402.1273QR, 80 SERIES COMPACTION ALL ASPHALT 1-1/2"3"12" PAVEMENTTYPE TOP COURSE BINDER COURSE GRAVELCOURSE SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR 3/4" PREMOLDED EXPANSION JOINTCONCRETE 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 PROCTORNOTE: EXPANSION JOINTS LOCATED ALONG CURB 10" O.C. MAX. 18 " 6" MI N . 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 PAVEMENT6"APPLY TACK COAT SCORE JOINTEXPANSION JOINT 2"2" 12" JOINT 2"2" 12" JOINT 1 14" DE P T H M I N . 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 FILLER 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 SECTIONPERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES FLOW FLOW POWDER COATED BLACK STEELBIKE RACK, MODEL 4180-IG-P BY BELSON OUTDOORS OR APPROVED EQUAL EXPANSION JOINT CONCRETE WALK COMPACTED SUBGRADE NOTES: 1.VERIFY DIMENSIONS OF BICYCLE RACK & STAKE LOCATION PRIOR TO START OF FOOTING CONSTRUCTION & INSTALLATION 2.INSTALL EMBEDDED ANCHORING PER MANUFACTURERS SPECIFICATIONS CONCRETE FOOTING 3 8" ACHOR ROD +/ - 3 4 " +/- 19-3/8" 3' 10 " 6"6"6"6" +/ - 3 4 " 3' NOTES:1.PROVIDE EXPANSION JOINT WITH SEALANT WHERE GRANITE CURB ABUTSCONCRETE PAVEMENT. 3" MI N . 6"6" 6" TY P . 10 " MI N . 16 " GRANITE CURB EXISTING SIDEWALK CONTINUOUS CONCRETE BASE, DRY PLACED COMPACTED OR UNDISTURBED SUBBASE CONTINUOUS CONCRETE CAST IN PLACEBACKING 3,000 PSI, WET PLACED MULCH TREE PIT © the LA Group 2020 Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law. GM 30 CarolineStreet Corp. 356 Arlington AvenueBrooklyn, NY 11208 Sa v e D a t e : 6 / 2 7 / 2 0 2 5 8 : 5 8 A M Fi l e N a m e : G : \ P r o j - 2 0 2 1 \ 2 0 2 1 1 2 7 _ 3 0 _ C a r o l i n e _ S t r e e t \ 2 0 2 1 1 2 7 C A D \ L - 4 . 0 _ S i t e D e t a i l s . d w g Pl o t t e d B y : M C K E N Z I E D O M B R O S K I 30 12 Caroline Street 30 12 Caroline StreetSaratoga Springs, NY 12886 Project 7itle: Prepared for: Drawing itle䠀 Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2021127 Planning Board # XXXXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ 6' (ADJACENT SIDEWALK)3' (ADJACENT LAWN) 1' 6" 1 STABILIZED CONSTRUCTION ENTRANCE SCALE: NTS 4 CONCRETE CURB SCALE: NTS 7 ASPHALT PAVEMENT SCALE: NTS 6 PAVEMENT KEY SCALE: NTS CONCRETE CURB 6" 1' CONCRETE CURB 6" 8 CONCRETE PAVING SCALE: NTS 5 CONCRETE EXPANSION, SCORE JOINT SCALE: NTS 06/27/25City Comments1 1"=10'2/28/2025 DRCMLD DRC L-4.0 Site Details 2 SILT FENCE SCALE: NTS 9 GRANITE CURB SCALE: NTS 11 DECIDUOUS TREE PLANTING SCALE: NTS 12 SHRUB PLANTING SCALE: NTS 10 BOLLARD SCALE: NTS 3 BIKE RACK SCALE: NTS 13 8' HT. SOLID WOOD FENCE SCALE: NTS 14'-0" 8"4'-8"8"4'-8" 8"X8" CMU WALL; 34" STUCCO EXTERIORFINISH, PAINT TO MATCH BUILDING 8" 1' - 0 " 7'-5" PROTECTIVE BOLLARD, TYP.10L-4.0 5X5X14 STEEL TUBE WITH 5X5X14 CAP PL.EMBEDDED 8" INTO FOOTING, TYP. PROVIDE WHEEL AT OUTER END OF EACH GATE, TYP. PROVIDE HOLE IN CONCRETE SLAB OR ASPHALT FOR GATE; 12"Ø X 3'-0" DEEP FOOTING, TYP. CONCRETE PAVEMENT, TYP.8L-4.0 DUMPSTER ENCLOSUREGATE, TYP. 2L-4.1 12"X24" CONCRETE FOOTING WITH (2) #5 CONT. AL-4.1 PLAN CONCRETE PAVEMENT, TYP. 8L-4.0 12"X24" CONCRETE FOOTING WITH (20 #5 CONT. COMPACTED SUBGRADE 24" 4' - 0 " 6' - 0 " PAINTED TO MATCH BUILDING 8"X8"X16" CMU WALLWITH #5 @ 24" O.C. GALVANIZED METAL COPING AND HOLD DOWN CLIPS WITH CONTINUOUS DRIP EDGES FINISHED GRADE, SEE PLANS SECTION A GROUT TOP COURSE SOLID 5' MIN. MIN. 12' O P E N I N G CONCRETE APRON SEE CONCRETE SPECIFICATIONS TAPER CURB (AS NECESSARY) EXPANSION JOINT (TYP.) FULL DEPTH OF PAVEMENT WARPED PAVEMENT AREA (TYP. BOTH SIDES) CONCRETE SIDEWALK & APRON TYPE 1 AT NON-VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TRAFFIC AREAS TURF 6" CONCRETE CURB TRANSITION CURB BOTH SIDES 1-1/2" REVEAL STREET RADIUS 5' 14'-0"GATE WIDTH, TYP. 6 ' - 0 " 7'-0"GATE LEAF 4' - 0 " 15" GALVANIZED STEEL SLEEVE: SIZE TO FIT CENTER DROP ROD, TYP. GATE POST FOOTING, 4,000 PSI CONCRETE UNDISTURBED SUBGRADE, TYP. 1.66" O.D. GATE, FRAME AND WELDED CORNERS, TYP. TENSION BARS, TYP. FINISH GRADE, TYP. 9 GAUGE FENCE FABRIC ON OUTSIDE OF POSTS, TYP. FORK TYPE LATCH, TYP. GATE HINGE CENTER DROP ROD, TYP. BRACE RAIL GATE POST CAP, TYP. TERMINAL POST: INSTALL BRACE ASSEMBLY ON ADJACENTFENCE SECTION, TYP. 15" LANDING - 5' MINIMUM MAX SLOPE 2% TO P O F RA M P 1'-0"4'-0" MAX POST SPACING, TYP. RAMP NOTES: 1.RAMP SHALL NOTE EXCEED 1:12 / 8.3% SLOPE. 2.STEEL PIPE SHALL BE STANDARD WEIGHT SCHEDULE 80, 1-1/2 INCH DIAMETER NOMINAL, CONFORMING TO A.S.T.M A501; ALL STEEL PIPE JOINT CONSTRUCTION SHALL BE TYPE 1, ORNAMENTAL QUALITY, AS DEFINED BY THE NATIONAL ORNAMENTAL AND MISCELLANEOUS METALS ASSOCIATION. 3.ALL STEEL MEMBERS AND RAIL HARDWARE SHALL BE STAINLESS STEEL PIPE, POWDER COATED BLACK FINISH. 4.CORE DRILL HANDRAIL POSTS INTO (EMBED MIN. 8") AND SET IN NON-SHRINK GROUT WITH 12" SEALANT, FINISHED TO DRAIN.,PROVIDE ESCUTCHEON PLATES FOR EACH POST. PLATE SHALL MATCH POST FINISH, TYP. 5.PROVIDE 3 8" DIAMETER WEEPS ON THE UNDERSIDE OF THE RAIL, 12-INCHES OFFSET FROM EACH SIDE OF RAIL POST. 6.RETURN PIPE RAIL TO GROUND AT THE END OF ALL RAILINGS. 7.SECURE POSTS W/EPOXY ADHESIVE. 8.ALL RAMP AND STAIR HANDRAILS SHALL RECEIVE A METAL POST FLANGE PLATE. FOR RAMP CONDITIONS, THE FLANGE PLATE OPENING SHALL BE SIZED TO ALLOW THE FLANGE PLATE TO SITE FLUSH WITH THE SLOPING FINISHED GRADE. 9.RAMP AND HANDRAILS SHALL MEET ALL APPLICABLE AMERICAN DISABILITIES ACT (ADA) CRITERIA 10.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY DIRECTOR'S REPRESENTATIVE PRIOR TO RAIL FABRICATION. R4", TYP.(PROVIDE SMOOTHTRANSITION) 1-1/2" NOMINAL DIAMETER SCHEDULE STEEL PIPE, TYP. 4" , T Y P . 3' - 0 " , T Y P . 2' - 2 " , T Y P . 1'-0"BO T T O M OF R A M P ESCUTCHEON PLATE, TYP. LANDING - 5' MINIMUM MAX SLOPE 2% RAMP PROFILE VIEW 30'-0"5'-0" GEOTEXTILE FABRIC SUBGRADE - COMPACTED TO 95%MODIFIED PROCTOR 8" TYP. 6" TYP. 6" TYP. 6" TY P . 112" NOMINAL DIA. SCHEDULE80 STAINLESS STEEL PIPE, TYP. ESCUTCHEON PLATE, TYP. 6"x 6" X W1.4 X W1.4WELDED WIRE FABRIC W/12" MIN. LAP SPLICE 4'-0" 4", TYP. 10 " TY P . 4" COMPACTED SUBBASE CONCRETE RAMP, 4,500 PSI (2) CONTINUOUS #4 BARS, TYP. RAMP SECTION LADEN RUN O F F SEDIMENT SEDIM E N T LADEN R U N O F F NOTE: 1.SILT SACK SHALL BE MAINTAINED & REMOVED ONLY AFTERACCEPTANCE OF ROADWAY. SILT SACK SHALL BE CLEANED PERIODICALLY TO KEEP CATCH BASIN WORKING PROPERLYWHILE IN PLACE AT REMOVAL OF SILT SACK ALL CATCH BASINS SHALL BE CLEANED OF DEBRIS AND SEDIMENT. 2.GRATE SILT SACK SHALL ONLY BE USED FOR IN-PAVEMENT STRUCTURES ONLY DURING AND AFTER INSTALLATION OFPAVEMENT. USE SILT SACK UNDER GRATE TO CONTROL SEDIMENT RUNOFF. SACK SHALL BE MAINTAINED AND CLEANED ON A REGULAR BASIS (SEE NOTE) © the LA Group 2020 Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law. GM 30 CarolineStreet Corp. 356 Arlington AvenueBrooklyn, NY 11208 Sa v e D a t e : 6 / 2 6 / 2 0 2 5 3 : 3 0 P M Fi l e N a m e : G : \ P r o j - 2 0 2 1 \ 2 0 2 1 1 2 7 _ 3 0 _ C a r o l i n e _ S t r e e t \ 2 0 2 1 1 2 7 C A D \ L - 4 . 0 _ S i t e D e t a i l s . d w g Pl o t t e d B y : M C K E N Z I E D O M B R O S K I 30 12 Caroline Street 30 12 Caroline StreetSaratoga Springs, NY 12886 Project 7itle: Prepared for: Drawing itle䠀 Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2021127 Planning Board # XXXXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ 06/27/25City Comments1 1"=10'2/28/2025 DRCMLD DRC L-4.1 Site Details 1 DUMPSTER ENCLOSURE SCALE: NTS 3 DROP CURB AT COMMERCIAL DRIVEWAY SCALE: NTS 2 DUMPSTER ENCLOSURE GATE SCALE: NTS 4 ACCESSIBLE RAMP SCALE: NTS 5 INLET PROTECTION SCALE: NTS 6 HISTORIC STREET LIGHT SCALE: NTS FI R S T J O I N T INVERT 3'-0" MAX. 3" MI N . FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP INSIDE FACE OF MANHOLE MORTAR AFTER INSTALLATION HOLDING BOOT ALUMINUM ALLOY BAND 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FORM NEW CEMENT INVERTFROM NEW PIPE TO EXISTING M.H. INVERT. TOP OF BASE SLAB PRECAST CONCRETE BASE SECTION PITCHPITCH CEMENT MORTAR ALL AROUND FRAME FRAME AND GRATE PRECAST CONCRETE GRADE AS REQ'D, CEMENT RINGS, MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR FLAT, REINFORCED PRECAST CONCRETE COVER REINFORCED PRECAST CONCRETE BARREL SECTIONS AS REQ'D, MANUFACTURED IN ACCORDANCE WITH ASTIM C478-85A SHIPLAP JOINT MADE WATERTIGHT WITH BUTYL ROPE BETWEEN STRUCTURE SECTIONS APPLY BITUMASTIC JOINT COMPOUND ALL AROUND AFTER ASSEMBLY SELECT GRANULAR BACKFILL IN ACCORDANCE WITH THE SPECIFICATIONS BOOT TYPE FLEXIBLE MEMBRANE SLEEVE REINFORCED PRECAST CONCRETE INTEGRAL WALL AND BASE SECTION 12" CRUSHED STONE BASE COMPACTED SUBGRADE CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES DEEPER THAN 4'; STEPS TO BE COPOLYMER POLYPROPYLENE PLASTIC ENCAPSULATED #4 ASTM A615 GRADE 60 STEEL FLOW PIPE & SLOPE AS PER PLAN, TYP. PIPE SIZE & NIVERTS AS INDICATED ON PLANS 8" M A X . 1' - 0 " VA R I E S 8" 12 " 30" 4'-0" DIA (MIN.)8" 12 " TY P . 12 " SU M P © 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 Sa v e D a t e : 6/ 2 6 / 2 0 2 5 3 : 3 0 P M Fi l e N a m e : G: \ P r o j - 2 0 2 1 \ 2 0 2 1 1 2 7 _ 3 0 _ C a r o l i n e _ S t r e e t \ 2 0 2 1 1 2 7 C A D \ L - 4 . 0 _ S i t e D e t a i l s . d w g Pl o t t e d B y : MC K E N Z I E D O M B R O S K I 30 12 Caroline Street 30 12 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 # XXXXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ 06/27/25City Comments1 1"=10'2/28/2025 DRCERS DRC L-4.2 Site Details 1 CONNECTION TO EXISTING WATER MAIN SCALE: NTS 5' M I N . C O V E R PROPOSED 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 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) 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. STORM SERVICE CONNECTION - PLAN PIPE BEDDING BEND PROPOSED STORM SEWER FL O W C L FINISHED GRADE 22-1/2° 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. FLEXIBLE SADDLE WITH STAINLESS STEEL STRAPS/CLAMPS, NDS FLEXIBLE SADDLE OR APPROVED EQUAL 2 THRUST BLOCK SCALE: NTS FL O W C L 4 CONNECTION TO EXISTING STORM PIPE SCALE: NTS EXISTING SANITARY SEWER PIPE EXISTING SANITARY SEWER PIPE, CONTRACTOR TO CONFIRM SIZE 6" LATERAL CONTROL SETTLEMENT (SLIP) JOINT 6" SADDLE WITH STAINLESS STEEL STRAPS/CLAMPS 45°-60° (UNLESS OTHERWISE DIRECTED ELEVATION PLAN 6" LATERAL EXISTING STORM MAIN FLEXIBLE SADDLE WITH STAINLESS STEEL STRAPS/CLAMPS, NDS FLEXIBLE SADDLE OR APPROVED EQUAL PROPOSED STORM SEWER 5 TYPICAL TRENCH SCALE: NTS 1' - 0 " MIN. MI N . 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 VA R I E S - A S R E Q ' D . 5' - 0 " M A X . V E R T . W A L L PIPE 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 " M I N . (REFERENCE- "TEN FINISHED GRADE SANITARY SEWER OR STORM SEWER WATER LINE 6 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 7 CONNECTION TO EXISTING STRUCTURE SCALE: NTS 8 CATCH BASIN SCALE: NTS