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Also attached to this agenda item: 19 Arrow Crest Drive Croton on Hudson 2024 10 23 Site... 19 Arrowcrest Planning Board Application Redacted Aerial View 19 Arrowcrest Arrowcrest Subdivision Map

S N G I S E D L A E R S E R IT IS A VIOLATION OF STATE LAW FOR ANY PERSON UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER THIS ITEM IN ANY WAY. PROJECT: DRAWING TITLE: NOTES: SEAL & SIGNATURE: www.ResReal.com (914)-330-7712 2875 Route 35 Katonah, NY 10536 JMS ENGINEERING SERVICES, PC JOHN M. SCAVELLI PE LICENSE # 095178 S N G I S E D L A E R S E R ISSUE: DATE: BY: CHECKED: APPROVED: SYMBOL +252. DRAIN PIPE GRAVEL TRENCH DRAIN PATI O POOL WATER COPING ELEVATION MARKER PROPERTY BOUNDARY SETBAC K FENCING SILT FENCING EXISTING GRADE PROPOSED GRADE *As per New York State International Building Code Table 1806.2 4. SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL, & CLAYEY GRAVEL (SW, SP, SM, SC, GM, & GC) LATERAL PRESSURE VERTICAL PRESSURE 2,000 PSF 150 PSF/FT BELOW GRADE 0.25 130 PSF COHESIO N COEFFICIENT OF FRICTION CLASS OF MATERIALS PRESUMPTIVE SOIL LOAD BEARING VALUES 19 ARROWCREST DRIVE CROTON ON HUDSON, NY PROPERTY INFORMATION: PREPARED BY: JMS ENGINEERING SERVICES, PC PROJECT LOCATION: 19 ARROWCREST DRIVE PROJECT TOWN: CROTON ON HUDSON BUILDING DEPARTMENT: CROTON ON HUDSON PROPERTY IDENTIFICATION: 67.15-1-42 OCCUPANCY: SINGLE FAMILY DWELLING ZONING CODE: RA-40 JMS JMS 10/10/2024 JMS S-101 SITE DEVELOPMENT POOL PLANS: 19 ARROWCREST DRIVE CROTON ON HUDSON, NY 10520 OVERVIEW OF WORK: 1. NEW BELOW GROUND POOL AND SURROUNDING POOL PATIO BUILDING CODE AND REFERENCE STANDARDS: THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, AS ADOPTED AND MODIFIED BY THE LOCAL JURISDICTION SHALL GOVERN THE DESIGN AND CONSTRUCTION OF THIS PROJECT. REFERENCE TO A SPECIFIC SECTION IN THE CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE MATERIALS REFERENCE STANDARDS. THE LATEST EDITION OF THE MATERIALS REFERENCE STANDARDS SHALL BE USED. EXISTING BUILDING SHALL COMPLY WITH [NY] APPENDIX J FOR EXISTING BUILDINGS AND STRUCTURES. GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE BUILDING SITE BEFORE COMMENCEMENT OF WORK 2. ALL DIMENSIONS ARE TO ROUGH FRAMING 3. CONTRACTOR SHALL RECEIVE, STORE AND PROTECT ALL MATERIALS DELIVERED TO THIS SITE FROM WEATHER AND DAMAGE. 4. CONTRACTOR SHALL INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE CLEAN UP ON A DAILY BASIS. 6. THE CONTRACTOR SHALL MAINTAIN A SET OF APPROVED PLANS AT THE CONSTRUCTION SITE IN A SAFE PLACE FOR REVIEW BY THE MUNICIPALITY BUILDING INSPECTOR DURING CONSTRUCTION. 7. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. 8. CONTRACTOR SHALL NOT SCALE DRAWINGS. 9. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS. CHECK DETAILS FOR APPROPRIATE LOCATION OF ALL ITEMS NOT DIMENSIONED. 10. ALL CONSTRUCTIONS IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTION WITH BUILDING OFFICIAL AND DOCUMENT FOR REVIEW AN INSPECTION REPORT. 11. DISCREPANCIES FOUND BY THE CONTRACTOR BETWEEN FIELD CONDITIONS, NOTES, CONTRACT DRAWINGS, SPECIFICATIONS, AND/OR REFERENCE STANDARDS, THE ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 1. ALL CONSTRUCTION SHALL COMPLY WITH LOCAL AND STATE LAW AND ORDINANCES. 2. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC STANDARDS AND/OR LOCAL CODES. 3. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 4. CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE. 5. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. 6. A SITE SPECIFIC SOILS INVESTIGATION MAY BE REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION 7. WHERE FREEZING TEMPERATURES OCCUR, THE POOL SHALL BE WINTERIZED TO PREVENT DAMAGE TO THE POOL STRUCTURE, PLUMBING, AND POOL EQUIPMENT, CONTACT LOCAL PROFESSIONAL FOR PROPER WINTERIZATION PROCEDURES. 8. NO GROUND WATER SHALL BE ABOVE ANY PORTION OF THE POOL CONSTRUCTION. 9. ALL SURFACE WATER SHALL DRAIN AWAY FROM THE POOL. 10. ELECTRICAL INSPECTION SHALL APPROVE GROUNDING OF REINFORCING, PLUMBING AND CONDUIT PRIOR TO THE APPROVAL OF REINFORCING STEEL FOR POURING OF CONCRETE OR GUNITE.. 11. THE NOISE LEVEL FROM THE POOL EQUIPMENT LOCATED LESS THAN 10 FEET FROM A PROPERTY LINE OF AN ADJOINING PROPERTY, SHALL NOT EXCEED AMBIENT NOISE LEVEL BY MORE THAN FIVE DECIBELS. CONTINUOUS INSPECTION IS REQUIRED FOR SHOTCRETE/GUNITE POOLS POOL FOUNDATION NOTES: 1. ALL FOUNDATIONS, FOOTINGS AND SLABS SHALL BEAR ON UNDISTURBED, NON-ORGANIC MATERIALS, COMPACTED STRUCTURAL FILL OR CRUSHED STONE. 2. THE GENERAL CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF OSHAA REGARDING OPEN HOLES, SLOPE STABILITY AND EXCAVATION PROCEDURES. 3. BACKFILLING OF FOUNDATIONS SHALL NOT EXCEED MORE THAN 2'-0" UNBALANCED BACK FILL CONDITIONS WITHOUT TEMPORARY SHORING OF FOUNDATIONS WALLS, UNLESS FLOOR SYSTEM HAS BEEN FRAMED OR DECKED. 4. WHEREVER BEDROCK IS ENCOUNTERED THE ROCK SHALL BE REMOVED TO 2'-0" BELOW BOTTOM OF FOOTINGS OR 1;-0" BELOW BOTTOM OF SLAB AND RESTORED IN 8" LIFTS OF COMPACTED CRUSHED STONE. 5. A GEOTECHNICAL EXPLORATION AND TESTING HAS NOT BEEN UNDERTAKEN. IT IS RESPONSIBILITY OF OWNER OR CONTRACTOR TO UNDERTAKE ANY ADDITIONAL TEST PITS, BORINGS OR INVESTIGATION AS NECESSARY TO ASSURE MINIMUM BEARING CAPACITY. STRUCTURAL NOTES 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 2000 PSF, CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL. SUCH AS CUT-FILL TRANSITIONS. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 #4 BARS, SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2-1/2". 3. #4 BARS SHALL BE USED FOR THE BASIC GRID. THE MAXIMUM SPACING IS #4 BARS AT 18" O.C.. 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE POOL STRUCTURE. 5. GROUNDING/BONDING (PER THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE) OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 6. SHOTCRETE (GUNITE) or CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. WHERE APPLICABLE, SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH IBC SECTION 1904 DURABILITY REQUIREMENTS. CONCRETE THAT WILL BE EXPOSED TO FREEZING AND THAWING, DEICING CHEMICALS OR OTHER CONCRETE THAT WILL BE SUBJECT TO THE FOLLOWING EXPOSURES SHALL CONFORM TO THE CORRESPONDING MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIOS AND MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS OF ACI 318; CONCRETE INTENDED TO HAVE LOW PERMEABILITY WHERE EXPOSED TO WATER, CONCRETE EXPOSED TO FREEZING AND THAWING IN A MOIST CONDITION OR DEICER CHEMICALS, OR CONCRETE WITH REINFORCEMENT WHERE THE CONCRETE IS EXPOSED TO CHLORIDES FROM DEICING CHEMICALS, SALT, SALT WATER, BRACKISH WATER, SEAWATER OR SPRAY FROM THESE SOURCES. CEMENT SHALL CONFORM TO ACI 318 SECTION 3.2, ASTM C 150. 7. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL. 8. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. 9. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER- RESISTANT SURFACE. 10. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1-FOOT AND SHALL NOT EXCEED 5-FEET. 11. IN AREAS WITH SOIL CONDITIONS SUBJECT TO FROST-HEAVE. THE FOLLOWING REQUIREMENTS APPLY: a. IN ACCORDANCE WITH BUILDING CODE REQUIRMENT, THE ENTIRE BOTTOM OF POOL STRUCTURE AND OR PLUMBING MUST EXTEND BELOW THE FROST LINE OF THE LOCALITY. b. ALTERNATIVELY, WHERE DAMAGE TO THE POOL STRUCTURES, PLUMBING, ADJACENT STRUCTURES AND SURFACE IMPROVEMENTS IS A CONCERN, SEF- DRAINING GRANULAR BACKFILL MAY BE EXTENDED BELOW THE FROST-LINE WITH A MEANS TO PRECLUDE BUILD-UP OF WATER. ENTRAPMENT PROTECTION REQUIREMENTS 1. SUCTION OUTLETS MUST BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR SPA. 2. SINGLE OUTLET SYSTEMS, SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS, OR OTHER SUCH MULTIPLE SUCTION OUTLETS WHETHER ISOLATED BY VALVES OR OTHERWISE MUST BE PROTECTED AGAINST USER ENTRAPMENT. 3. ALL POOL AND SPA SUCTION OUTLETS (EXCEPT SURFACE SKIMMERS) MUST BE PROVIDED WITH: O A COVER THAT CONFORMS WITH REFERENCE STANDARD ASME/ ANSI A112.19.8M, ENTITLED SUCTION FITTINGS FOR THE USE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT TUBS, AND WHIRLPOOL BATHTUB APPLIANCES, OR O A DRAIN GATE THAT IS 12" x 12" OR LARGER, OR O A CHANNEL DRAIN SYSTEM APPROVED BY THE LOCAL CODE ENFORCEMENT OFFICIAL. 4. ALL POOL AND SPA SINGLE OR MULTIPLE OUTLET CIRCULATION SYSTEMS MUST BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS LOCATED THEREIN BECOME MISSING OR BROKEN. SUCH VACUUM RELIEF SYSTEMS SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: O SAFETY VACUUM RELEASE SYSTEM CONFORMING TO REFERENCE STANDARD ASME A112.19.17, ENTITLED MANUFACTURERS SAFETY VACUUM RELEASE SYSTEMS (SVRS) FOR RESIDENTIAL AND COMMERCIAL SWIMMING POOL, SPA, HOT TUB AND WADING POOL, OR O A GRAVITY DRAINAGE SYSTEM APPROVED BY THE LOCAL CODE ENFORCEMENT OFFICIAL. 5. SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS MUST BE PROVIDED WITH A MINIMUM OF TWO (2) SUCTION OUTLETS OF THE APPROVED TYPE. 6. THE SUCTION OUTLETS MUST BE SEPARATED BY A MINIMUM HORIZONTAL OR VERTICAL DISTANCE OF THREE (3) FEET. 7. THESE SUCTION OUTLETS MUST BE PIPED SO THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A VACUUM RELIEF- PROTECTED LINE TO THE PUMP OR PUMPS. 8. IF THE POOL OR SPA IS EQUIPPED WITH VACUUM OR PRESSURE CLEANER FITTING(S), EACH FITTING MUST BE LOCATED: O IN AN ACCESSIBLE POSITION WHICH IS AT LEAST SIX (6) INCHES AND NOT GREATER THAN TWELVE (12) INCHES BELOW THE MINIMUM OPERATIONAL WATER LEVEL, OR O AS AN ATTACHMENT TO THE SKIMMER(S). POOL ALARM REQUIREMENTS: EVERY SWIMMING POOL THAT IS INSTALLED, CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14, 2006 MUST BE EQUIPPED WITH AN APPROVED POOL ALARM WHICH: · IS CAPABLE OF DETECTING A CHILD ENTERING THE WATER AND GIVING AN AUDIBLE ALARM WHEN IT DETECTS A CHILD ENTERING THE WATER; · IS AUDIBLE POOLSIDE AND AT ANOTHER LOCATION ON THE PREMISES WHERE THE SWIMMING POOL IS LOCATED; · IS INSTALLED, USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS; · IS CLASSIFIED TO REFERENCE STANDARD ASTM F2208, ENTITLED STANDARD SPECIFICATION FOR POOL ALARMS (EITHER THE VERSION ADOPTED IN 2002 AND EDITORIALLY CORRECTED IN JUNE 2005, OR THE VERSION ADOPTED IN 2007); AND · IS NOT AN ALARM DEVICE WHICH IS LOCATED ON PERSON(S) OR WHICH IS DEPENDENT ON DEVICE(S) LOCATED ON PERSON(S) FOR ITS PROPER OPERATION. ELECTRICAL AND PLUMBING ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH NEC. 1. IN ACCORDANCE WITH NEC REQUIRMENTS ALL METAL WITHIN 5' HORIZ. OF INSIDE WALL OF POOL AND 12' VERT. ABOVE WATER LINE MUST BE BONDED VIA EQUIPOTENTIAL BONDING GRID. BONDING GRID SHALL EXTEND UNDER PAVED WALKING SURFACES 3' HORIZ. BEYOND INSIDE WALL OF POOL. CONCRETE REINFORCING TIE WIRES SHALL BE MADE TIGHT FOR BONDING PURPOSES. 2. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 3. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. 4. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. 5. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. 6. POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE WITH ALL LOCAL CODE REQUIRMENTS. 7. WHERE REINFORCING STEEL IS ENCAPSULATED WITH A NONCONDUCTIVE COMPOUND, PROVISIONS SHALL BE MADE FOR AN ALTERNATIVE MEANS TO ELIMINATE VOLTAGE GRADIENTS THAT WOULD OTHERWISE BE PROVIDED BY BONDED REINFORCING STEEL. ENERGY STATEMENT: I, JOHN M. SCAVELLI, CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THIS DRAWING PACKAGE IS PREPARED IN CONFORMANCE WITH THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE CODE REQUIREMENTS FOR THE CLIMATE ZONE AND BUILDING TYPE LISTED BELOW. CLIMATE ZONE: ZONE (4) WESTCHESTER BUILDING TYPE: 1- FAMILY RESIDENTIAL TEMPORARY POOL ENCLOSURES: 1. DURING THE INSTALLATION OR CONSTRUCTION OF A SWIMMING POOL, THE SWIMMING POOL MUST BE ENCLOSED BY A TEMPORARY ENCLOSURE. THE TEMPORARY MAY CONSIST OF A TEMPORARY FENCE, A PERMANENT FENCE. THE WALL OF A PERMANENT STRUCTURE, ANY OTHER STRUCTURE, OR ANY COMBINATION OF THE FOREGOING, HOWEVER: 2. ALL PORTIONS OF THE TEMPORARY ENCLOSURE MUST BE AT LEAST FOUR(4) FEET HIGH, AND 3. ALL COMPONENTS OF THE TEMPORARY ENCLOSURE MUST BE SUFFICIENT TO PREVENT ACCESS TO THE SWIMMING POOL BY ANY PERSON NOT ENGAGED IN THE INSTALLATION OR CONSTRUCTION PROCESS AND TO PROVIDE FOR THE SAFETY OF ALL SUCH PERSONS. 4. THE TEMPORARY ENCLOSURE MUST REMAIN IN PLACE THROUGHOUT THE PERIOD OF INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL, AND THEREAFTER UNTIL THE INSTALLATION OR CONSTRUCTION OF A PERMANENT ENCLOSURE HAS BEEN COMPLETED. THE TEMPORARY ENCLOSURE MUST BE REPLACED BY A PERMANENT ENCLOSURE. THE PERMANENT ENCLOSURE MUST COMPLY WITH ALL APPLICABLE NEW YORK STATE CODES OR REGULATIONS APPLICABLE TO SWIMMING POOL ENCLOSURES OR BY ANY LOCAL LAW APPLICABLE TO SWIMMING POOL ENCLOSURES AND IN EFFECT IN THE LOCATION WHERE THE SWIMMING POOL HAS BEEN INSTALLED OR CONSTRUCTED. 5. THE PERMANENT ENCLOSURE MUST BE COMPLETE WITHIN NINETY DAYS AFTER THE DATE OF ISSUANCE OF THE BUILDING PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL, OR THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL, WHICHEVER IS LATER. ENCLOSURES AND SAFETY DEVICES 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 4' MIN. HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE SELF- CLOSING & SELF- LATCHING WITH LATCH A MIN. OF 4' HIGH. WHERE THIS VARIES FROM LOCAL CODES, THE LOCAL CODES SHALL PREVAIL. SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR SPA. SINGLE-OUTLET SYSTEMS. SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS, OR OTHER SUCH MULTIPLE SUCTION OUTLETS WHETHER ISOLATED BY VALVES OR OTHERWISE SHALL BE PROTECTED AGAINST USER ENTRAPMENT. ALL POOL AND SPA SUCTION OUTLETS SHALL BE PROVIDED WITH A COVER THAT CONFORMS TO ASME A112.19.8M, A 12-INCH BY 12-INCH DRAIN GRATE OR LARGER, OR AN APPROVED CHANNEL DRAIN SYSTEM WITH THE EXCEPTION OF SURFACE SKIMMERS. IN ADDITION, WHEN REQUIRED BY CODE, ALL POOL AND SPA SINGLE- OR MULTIPLE-OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH AN ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS LOCATED THEREIN BECOME MISSING OR BROKEN. SUCH VACUUM RELIEF SYSTEMS SHALL INCLUDE AT LEAST ONE APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN, AS FOLLOWS: 1. SAFETY VACUUM RELEASE SYSTEMS CONFORMING TO ASME A112.19.17S; OR 2. APPROVED GRAVITY DRAINAGE SYSTEM. IN ADDITION, WHEN REQUIRED BY CODE, SINGLE- OR MULTIPLE-PUMP CIRCULATION SYSTEMS SHALL BE PROVIDED WITH A MINIMUM OF TWO SUCTION OUTLETS OF THE APPROVED TYPE. A MINIMUM HORIZONTAL OR VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE SUCH OUTLETS. THESE SUCTION OUTLETS SHALL BE PIPED SO THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A VACUUM-RELIEF-PROTECTED LINE TO THE PUMP OR PUMPS. IN ADDITION, WHERE PROVIDED, VACUUM OR PRESSURE CLEANER FITTINGS(S) SHALL BE LOCATED IN AN ACCESSIBLE POSITION(S) AT LEAST 6 INCHES AND NOT GREATER THAN 12 INCHES BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER(S). BARRIER REQUIREMENTS: OUTDOOR RESIDENTIAL SWIMMING POOLS AN OUTDOOR RESIDENTIAL SWIMMING POOL MUST BE PROVIDED WITH A BARRIER WHICH COMPLETELY SURROUNDS THE SWIMMING POOL AND OBSTRUCTS ACCESS TO THE SWIMMING POOL. PROPOSED BARRIER FOR THIS POOL INSTALLATION SHALL BE BY MEANS OF FENCING BARRIERS PROVIDED FOR OUTDOOR RESIDENTIAL SWIMMING POOLS MUST SATISFY THE FOLLOWING REQUIREMENTS: · THE BARRIER MUST COMPLETELY SURROUND THE SWIMMING POOL AND MUST OBSTRUCT ACCESS TO THE SWIMMING POOL. · THE BARRIER MUST BE AR LEAST 4 FEET (48 INCHES) HIGH. · THE SPACE BETWEEN THE BOTTOM OF THE BARRIER AND THE GROUND CANNOT EXCEED 2 INCHES. DWELLING WALL AS BARRIER 1. WALLS OF DWELLING THAT SERVE AS PART OF BARRIER SHALL COMPLY WITH RCNYS R326.4.2.8 REQUIREMENTS. 2. ANY DOOR & WINDOW WITH DIRECT ACCESS TO POOL SHALL BE EQUIPED WITH AUDIBLE ALARM IN ACCORDANCE WITH UL 2017 3. ACTIVATION TIMING SHALL BE IN COMPLIANCE WITH R326.4.2.6 A 4. ANY OPERABLE WINDOWS IN THE WALL SHALL HAVE LATCHING DEVICE LOCATED NO LESS THAN 48 INCHES ABOVE FLOOR. 5. OPENINGS IN OPERABLE WINDOWS SHALL NOT ALLOW A 4 INCH DIA. SPHERE TO PASS THROUGH\ 6. WHERE AN ALARM IS PROVIDE THE DEACTIVATION SWITCH SHALL BE LOCATED 54 INCHES OR MORE ABOVE THE THRESHOLD OF THE DOOR. POOL HEATER NOTES: 1. A READILY ACCESSIBLE ON-OFF SWITCH THAT IS AN INTEGRAL PART OF THE HEATER SHALL BE PROVIDED IN COMPLIANCE WITH 2020 RCNYS N1103.10.1 2. A TIME SWITCH WITH PRE-SET SCHEDULE CONTROL SHALL BE INSTALLED FOR HEATER AND PUMP MOTORS. 3. POOL COVER SHALL BE PROVIDED FOR HEATED POOL WITH MINIMUM R-VALUE OF R-12. 4. ENERGY CONSUMPTION OF POOLS SHALL BE IN ACCORDANCE WITH RCNYS SECTION N1103.10.1-3 SITE IMPROVEMENTS SHEET 1 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT OF THE UNDERSIGNED, THE PLANS AND SPECIFICATIONS DEPICTED ON THESE DRAWINGS ARE IN COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE CURRENTLY IN EFFECT. TO ORDER HARDCOPY SCAN QR CODE BELOW: S N G I S E D L A E R S E R IT IS A VIOLATION OF STATE LAW FOR ANY PERSON UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER THIS ITEM IN ANY WAY. PROJECT: DRAWING TITLE: NOTES: SEAL & SIGNATURE: www.ResReal.com (914)-330-7712 2875 Route 35 Katonah, NY 10536 JMS ENGINEERING SERVICES, PC JOHN M. SCAVELLI PE LICENSE # 095178 S N G I S E D L A E R S E R ISSUE: DATE: BY: CHECKED: APPROVED: 19 ARROWCREST DRIVE CROTON ON HUDSON, NY PROPERTY INFORMATION: PREPARED BY: JMS ENGINEERING SERVICES, PC PROJECT LOCATION: 19 ARROWCREST DRIVE PROJECT TOWN: CROTON ON HUDSON BUILDING DEPARTMENT: CROTON ON HUDSON PROPERTY IDENTIFICATION: 67.15-1-42 OCCUPANCY: SINGLE FAMILY DWELLING ZONING CODE: RA-40 JMS JMS 10/10/2024 JMS SITE IMPROVEMENTS SHEET 2 S-102 EROSION CONTROL MEASURE NOTES: 1. ALL CLEARING & GRADING CONSTRUCTION MUST BE IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION CONTROL AND ALL OTHER APPLICABLE CODES, ORDINANCES, AND STANDARDS. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THESE REQUIREMENTS. ANY VARIANCE FROM ADOPTED EROSION CONTROL STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE LOCAL AUTHORITY HAVING JURSIDICTION.. 2. APPROVAL OF THIS EROSION CONTROL MEASURES DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN. 3. A COPY OF THE APPROVED PLANS AND DRAWINGS MUST BE ON-SITE DURING CONSTRUCTION. THE APPLICANT IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR RELATED PERMITS PRIOR TO BEGINNING CONSTRUCTION. 4. THE IMPLEMENTATION OF THESE PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 5. THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 6. THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. 7. ALL LOCATIONS OF EXISTING UTILITIES SHALL BE ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD, THEREFORE, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 8. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 9. CLEARING SHALL BE LIMITED TO THE AREAS WITHIN THE APPROVED DISTURBANCE LIMITS. EXPOSED SOILS MUST BE COVERED AT THE END OF EACH WORKING DAY WHEN WORKING . 10. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. 11. THE CONTRACTOR MUST MAINTAIN A SWEEPER ON SITE DURING EARTHWORK AND IMMEDIATELY REMOVE SOIL THAT HAS BEEN TRACKED ONTO PAVED AREAS AS RESULT OF CONSTRUCTION. 12. THE EROSION CONTROL FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 13. FINAL SITE GRADING MUST DIRECT DRAINAGE AWAY FROM ALL BUILDING STRUCTURES AT A MINIMUM OF 6" WITHIN THE FIRST 10 FEET, PER THE INTERNATIONAL RESIDENTIAL CODE R401.3. ADDITIONAL NOTES: 1. THE APPLICANT SHALL PROVIDE AN AS-BUILT PLAN OF THE STORM WATER MANAGEMENT SYSTEM (FOR ALL STORM WATER FEATURES INCLUDING, BUT NOT LIMITED TO, LOCATIONS OF STORM WATER INFRASTRUCTURE, INVERT/RIM ELEVATIONS, PIPE LOCATIONS AND SIZES, FINAL GRADING, ETC.) CERTIFIED BY THE ENGINEER OF RECORD, PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. THE AS-BUILT PLAN SHALL ALSO INCLUDE THE FINAL MAINTENANCE SCHEDULE FOR THE STORM WATER MANAGEMENT FEATURES. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, DATED NOVEMBER 2016. 3. SOIL RESTORATION AT THE COMPLETION OF CONSTRUCTION SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE SOIL RESTORATION STANDARDS SPECIFIED IN CHAPTER 5 OF THE NEW YORK STATE DEPARTMENT OF CONSERVATION'S STORM WATER MANAGEMENT DESIGN MANUAL FOR THE RESTORATION OF SURFACES. 4. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES CANNOT BE REMOVED UNTIL SITE STABILIZATION (80% UNIFORM DENSITY OF PERMANENT VEGETATION OR PERMANENT MULCH/STONE) HAS BEEN ACHIEVED. 5. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL LOCATED ALL BURIED UTILITIES TO ENSURE THERE ARE NO INTERFERENCE EXISTING DURING CONSTRUCTION ACTIVITIES. 6. ANY IMPORTED SOIL SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS FOR QUALITY AND USE. 7. OFF SITE DISPOSAL OF EXCESS CUT SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS. MATERIAL REMOVAL NOTES: 1. NO MATERIALS SHALL BE EXCAVATED OR REMOVED EXCEPT FROM THOSE AREAS AND PORTIONS OF EXCAVATED PREMISES AS ARE INDICATED FOR EXCAVATION OR REMOVAL ON SITE PLAN. 2. NO MATERIALS SHALL BE EXCAVATED OR REMOVED FROM ANY AREA OR PORTION OF THE EXCAVATED PREMISES AT ANY DEPTH BELOW THE PROPOSED GRADE SHOWN FOR SUCH AREA OR PORTION OF AREA. 3. THE GRADES AND SLOPES OF THE EXCAVATED PREMISES SHALL BE FINISHED IN ACCORDANCE WITH ALL DETAILS SHOWN ON TOPOGRAPHICAL MAP. CONSTRUCTION SEQUENCING NOTES: 1. APPROVAL OF PERMIT BY LOCAL JURISDICTION 2. ESTABLISH CONSTRUCTION ENTRANCE AND STAGING AREAS 3. INSTALL SILT FENCE AROUND PERIMETER OF CONSTRUCTION AS SHOWN ON PLAN 4. REMOVE ANY SHRUBS OR VEGETATION WHERE NECESSARY 5. REMOVE TOPSOIL AND STOCKPILE AT LOCATIONS SPECIFIED ON THE PLANS. 6. DEMOLISH AND DISPOSE OF EXISTING POOL STRUCTURE AND SURROUNDING DECKING 7. EXCAVATE AND CONSTRUCT FORMWORK FOR NEW POOL STRUCTURE 8. INSTALL UNDERGROUND UTILITIES TO POOL STRUCTURE. 9. SET GUNITE POOL STRUCTURE IN PLACE 10. SET SURROUNDING PATIO BASE LAYERS 11. CONSTRUCTION AND INSTALLATION OF SUBSURFACE STORWATER MANAGEMENT CHAMBERS 12. INTALL ALL TRENCH DRAINS AND PIPING FOR STORMWATER DRAINAGE SYSTEM. 13. INSTALL FINAL PATIO FINISH LAYERS 14. CLEAN ALL STORMWATER SYSTEM LINES, BASINS, TRENCH DRAINS AND COMPONENTS. 15. REMOVE ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES AFTER SITE HAS ACHIEVED FINAL STABILZATION. (80% OF UNIFORM DENSITY OF PERMANENT VEGETATION OR PERMANENT MULCH STONE) 16. EROSION AND SEDIMENT CONTROL MAINTENANCE MUST OCCUR ON REGULAR WEEKLY BASIS AND AFTER ANY RAINFALL EVENTS. LANDSCAPING NOTES: 1. FURNISH ALL MATERIALS, LABOR AND RELATED ITEMS AS REQUIRED FOR LANDSCAPING FINISHES AROUND PREMISES. 2. ALL DISTURBED GRASS AREAS SHALL BE REPLANTED WITH NEW GRASS SEED AND SHALL BE APPROPRIATELY COVERED TO FACILITATE NEW SEASONAL GRASS GROWTH. 3. ALL DEBRIS, ROCKS, FOREIGN OBJECTS OVER 2" DIAMETER SHALL BE REMOVED FROM TOP SURFACE OF ALL PREPARED LANDSCAPE AREAS PRIOR TO ANY NEW LANDSCAPING WORK. 4. SEED MIXTURE CONTAINING 40% PERENNIAL RYE GRASS, 25% CHEWING FESCUE AND 10% OF MIXED CLOVER OR SIMILAR COVERAGE SHALL BE SPREAD OVER EXCAVATED PREMISES AT THE RATE OF 100 POUNDS PER ACRES. SEED SHALL BE BRUSHED IN LIGHTLY AND ROLLED FIRM. 5. EXISTING TREES AND SHRUBS ON SITE SHALL BE PROTECTED DURING CONSTRUCTION. 6. EXISTING SHRUBS AND TREES SHALL BE GROOMED AND TRIMMED AND ALL ADDITIONAL DEBRIS TO BE REMOVED FROM SITE. CONCRETE WASHOUT SPECIFICATIONS: 1. A CONCRETE WASHOUT STATION SHALL BE PROVIDED IN COMPLIANCE WITH NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL 2016. 2. A TEMPORARY EXCAVATED OR ABOVE GROUND LINED PUT WHERE CONCRETE TRUCK MIXERS AND EQUIPMENT CAN BE WASHED SHALL BE PROVIDED ON SITE. 3. WATER FROM CONCRETE WASH OUT ACTIVITIES SHALL NOT BE ALLOWED TO INFILTRATED INTO SOIL OR NEARBY SURFACE WATERS. 4. MINIMUM SIZE FOR WASHOUT HSLAL BE 8 FEET BY 8 FEET AND 2 FEET DEEP. 5. ALL WASHOUT FACILITIES SHALL BE LINED WITH MINIMUM 10 MIL THICKNESS PLASTIC LINER TO PREVENT LEACHING OF LIQUID INTO GROUND. THERE SHALL BE NO HOLES OR TEARS WITHIN LINER. 6. IF PRE FABRICATED WASHOUTS ARE USED THEY MUST ENSURE CAPTURE AND CONTAINMENT OF CONCRETE WASH AND BE SIZED BASED ON EXPECTED FREQUENCY OF USED. 7. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. 8. DAMAGED FACILITIES SHALL B E REPAIRED OR REPLACED IMMEDIATELY. 9. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF THE STORAGE CAPACITY OF THE STRUCTURE IS FILLED. 10. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE. 11. DISPOSAL WASHOUT WATER SHALL BE PROHIBITED TO DRAIN TO ANY ONSITE STORM WATER FACILITIES. CONSTRUCTION SEQUENCING NOTES: 1. APPROVAL OF PERMIT BY LOCAL JURISDICTION 2. ESTABLISH CONSTRUCTION ENTRANCE AND STAGING AREAS 3. INSTALL SILT FENCE AROUND PERIMETER OF CONSTRUCTION AS SHOWN ON PLAN 4. REMOVE ANY SHRUBS OR VEGETATION WHERE NECESSARY 5. REMOVE TOPSOIL AND STOCKPILE AT LOCATIONS SPECIFIED ON THE PLANS. 6. DEMOLISH AND DISPOSE OF EXISTING POOL STRUCTURE AND SURROUNDING DECKING 7. EXCAVATE AND CONSTRUCT FORMWORK FOR NEW POOL STRUCTURE 8. INSTALL UNDERGROUND UTILITIES TO POOL STRUCTURE. 9. SET GUNITE POOL STRUCTURE IN PLACE 10. SET SURROUNDING PATIO BASE LAYERS 11. CONSTRUCTION AND INSTALLATION OF SUBSURFACE STORWATER MANAGEMENT CHAMBERS 12. INTALL ALL TRENCH DRAINS AND PIPING FOR STORMWATER DRAINAGE SYSTEM. 13. INSTALL FINAL PATIO FINISH LAYERS 14. CLEAN ALL STORMWATER SYSTEM LINES, BASINS, TRENCH DRAINS AND COMPONENTS. 15. REMOVE ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES AFTER SITE HAS ACHIEVED FINAL STABILZATION. (80% OF UNIFORM DENSITY OF PERMANENT VEGETATION OR PERMANENT MULCH STONE) 16. EROSION AND SEDIMENT CONTROL MAINTENANCE MUST OCCUR ON REGULAR WEEKLY BASIS AND AFTER ANY RAINFALL EVENTS. EROSION AND SEDIMENT CONTROL PLAN 1. APPROVAL OF PERMIT 2. SCHEDULE A PRE-CONSTRUCTION MEETING WITH APPROPRIATE PERMITTING AUTHORITY IF REQUIRED. 3. DELINEATE ANY ON SITE RESOURCES THAT WILL BE PROTECTED 4. ESTABLISH STAGING AREA, CONSTRUCTION ENTRANCE, TOP SOIL STOCKPILE, AND CONCRETE TRUCH WASHOUT ARES 5. PROTECT POST CONSTRUCTION PRACTICE AREAS DURING CONSTRUCTION TO PRESERVE NATIVE SOIL PERMEABILITY, INSTALL SILT FENCE ONLY AFTER SITE IS STABILIZED 6. CLEARING AND GRUBBING AS NECESSARY FOR THE INSTALLATION OF PERIMETER CONTROLS. 7. ESTABLISH METHOD OF SPOILS (ON-SITE OR OFF) 8. CONSTRUCTION AND STABILIZATION OF PERIMETER CONTROLS 9. INSTALL INITIAL RUNOFF CONTROLS AND STABILIZATION 10. REMAINING CLEARING AND GRUBBING WITHIN PERIMETER 11. SITE GRADING 12. UTILITY INSTALLATION AND CONNECTIONS 13. INSTALLATION OF PERMANENT STORM WATER MANAGEMENT MEASURES 14. CONDUCT SOIL RESTORATION 15. FINAL GRADING, LANDSCAPING AND STABILIZATION 16. REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROLS 17. RESTORE AND STABILIZE ANY DISTURBED AREAS REMAINING UPON REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. ADDITIONAL POOL CODE REQUIREMENTS: 1. INGROUND POOL DESIGNED IN CONFORMANCE WITH ANSI/APSP/ICC PER SECTION 326.3.2 OF THE 2020 NEW YORK STATE RESIDENTIAL CODE. 2. POOL ENCLOSURE SHALL COMPLY WITH CODE SECTION R326.4.2 - PERMANENT BARRIERS. 3. POTABLE WATER PROTECTION FOR SWIMMING POOLS SHALL COMPLY WITH CODE SECTION P2902 OF THE 2020 NYS RESIDENTIAL CODE. 4. ENTRAPMENT PROTECTION SHALL MEET CODE SECTION R326.5 OF THE 2020 NYS RESIDENTIAL CODE. 5. ALL SUCTION FITTINGS SHALL COMPLY WITH "ANSI/APSP/ICC 7 PER CODE SECTION R326.5.1. 6. ELECTRICAL SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 42 SWIMMING POOLS. ADDITIONAL REQUIREMENTS: 1. CONTRACTOR SHALL SCHEDULE ALL REQUIRED EROSION AND SEDIMENT CONTROL INSPECTIONS WITH THE TOWN ENGINEER WHICH WILL INCLUDE FINAL SIGN OFF APPROVAL FROM THE TOWN ENGINEER. 2. THE PROPOSED IN-GROUND POOL IS DESIGNED AND WILL BE CONSTRUCTED IN CONFORMANCE WITH ANSI/APSP/ICC 5 & THAT THE PROPOSED SPA WILL BE CONSTRUCTED IN CONFORMANCE WITH ANSI/APSP/ICC 3. 3. THE SUCTION GRATE COVERS SHALL CONFORM TO ANSI/ASME A112.19.18. 4. ALL GATES SHALL BE SELF LATCHING, WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE (POOL SIDE OF ENCLOSURE) AND AT LEAST 40'' ABOVE GRADE. IN ADDITION, IF THE LATCH HANDLE IS LOCATED LESS THAN 54'' FROM GRADE THEN THE LATCH HANDLE SHALL BE LOCATED WITHIN AT LEAST 3'' BELOW THE TOP OF THE GATE, AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER THAN 0.5 INCH WITHIN 18'' OF LATCH HANDLE A AERIAL VIEW SCALE: NTS G GIS VIEW SCALE: NTS TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT OF THE UNDERSIGNED, THE PLANS AND SPECIFICATIONS DEPICTED ON THESE DRAWINGS ARE IN COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE CURRENTLY IN EFFECT. TO ORDER HARDCOPY SCAN QR CODE BELOW: S N G I S E D L A E R S E R IT IS A VIOLATION OF STATE LAW FOR ANY PERSON UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER THIS ITEM IN ANY WAY. PROJECT: DRAWING TITLE: NOTES: SEAL & SIGNATURE: www.ResReal.com (914)-330-7712 2875 Route 35 Katonah, NY 10536 JMS ENGINEERING SERVICES, PC JOHN M. SCAVELLI PE LICENSE # 095178 S N G I S E D L A E R S E R ISSUE: DATE: BY: CHECKED: APPROVED: ALIGN POOL EDGE PARALLEL TO PRINCIPAL BUILDING A STORM WATER ENGINEERING AND EROSION CONTROL PERMIT SHALL BE OBTAINED AS REQUIRED BY LOCAL JURISDICTION AREA OF DISTURBANCE: DISTURBANCE SHALL BE STAKED IN FIELD SILT FENCE TO SURROUND CONSTRUCTION SITE ALL SUCTION FITTING SHALL COMPLY WITH ANSI/SPSP/ICC PER CODE SECTION R326.5.1 ENTRAPMENT PROTECTION SHALL COMPLY WITH R326.5 POOL BARRIER MUST BE AT LEAST 48" ABOVE GRADE AND MUST COMPLETELY SURROUND SWIMMING POOL AREA POOL ENCLOSURE TO COMPLY WITH R326.4.2 PERMANENT BARRIERS FOR PROPOSED REGRADING REFER TO SITE PLAN ELECTRICAL INSTALLATION SHALL BE INSTALLED BY LICENSED ELECTRICAL CONTRACTOR IN ACCORDANCE WITH NYSRC CHAPTER 42- SWIMMING POOLS POTABLE WATER PROTECTION FOR POOL TO COMPLY WITH P2902 OF NYSRC NO TREES TO BE REMOVED AS PART OF PROJECT 19 ARROWCREST DRIVE CROTON ON HUDSON, NY PROPERTY INFORMATION: PREPARED BY: JMS ENGINEERING SERVICES, PC PROJECT LOCATION: 19 ARROWCREST DRIVE PROJECT TOWN: CROTON ON HUDSON BUILDING DEPARTMENT: CROTON ON HUDSON PROPERTY IDENTIFICATION: 67.15-1-42 OCCUPANCY: SINGLE FAMILY DWELLING ZONING CODE: RA-40 JMS JMS 10/10/2024 JMS SITE IMPROVEMENTS SHEET 3 S-103 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT OF THE UNDERSIGNED, THE PLANS AND SPECIFICATIONS DEPICTED ON THESE DRAWINGS ARE IN COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE CURRENTLY IN EFFECT. TO ORDER HARDCOPY SCAN QR CODE BELOW: S N G I S E D L A E R S E R IT IS A VIOLATION OF STATE LAW FOR ANY PERSON UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER THIS ITEM IN ANY WAY. PROJECT: DRAWING TITLE: NOTES: SEAL & SIGNATURE: www.ResReal.com (914)-330-7712 2875 Route 35 Katonah, NY 10536 JMS ENGINEERING SERVICES, PC JOHN M. SCAVELLI PE LICENSE # 095178 S N G I S E D L A E R S E R ISSUE: DATE: BY: CHECKED: APPROVED: Pool Slide 12' 1'-2" 20' 1'-2" 6' 1'-2" 40' 1'-2" 6' 48'-4" 40'-4" 800 sq ft POOL ELEVATION +424.5 ELEVATION +419.0 ELEVATION +428.0 ELEVATION +428.0 ELEVATION +428.0 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE YARD DRAIN ELEVATION +427.0 YARD DRAIN ELEVATION +426.5 YARD DRAIN OUTLET +426.0 TRENCH DRAIN ELEVATION +427.0 TRENCH DRAIN ELEVATION +426.5 DRYWELL INLET +423.0 PRE-TREATMENT GRATE +428.0 PRE-TREATMENT OUTLET +425.0 POOL PATIO 1,004 SF BOTTOM OF DRYWELL +421.0 TOP OF DRYWELL +423.5 PRE-TREATMENT BASIN +424.0 NEW PATIO ASSEMBLY SEE DETAILS NEW POOL PATIO TO SURROUND POOL NEW 14" COPING NEW POOL ASSEMBLY SEE DETAILS NEW TRENCH DRAIN REFER TO DETAILS NEW YARD DRAIN REFER TO DETAILS 12" GRAVEL SURROUND REFER TO DETAILS PRE-TREATMENT BASIN REFER TO DETAILS NEW DRYWELL REFER TO DETAILS 6" DIA. SDR-35 PIPING SHALL BE CONNECTED FROM DRAIN TO INFILTRATION SYSTEM MIN. 2% DRAINAGE SLOPE PROVIDE INSPECTION PORT NEW 14" COPING BOULDER STEPS POOL SLIDE INSTALL IN COMPLIANCE WITH MANUFACTURER REQUIREMENTS GROTTO AREA DRYWELL DRAIN PIPING - 6"PVC DRAINAGE PIPING EMERGENCY OUTLET PIPING - 3"PVC DRAINAGE PIPING FORCE MAIN FROM POOL EQUIPMENT PIPING - 2" PVC DRAINAGE PIPING ALL PROPOSED DRAINAGE PIPING SHALL BE SDR-35 PVC DRAINAGE PIPING AND APPROVED FOR DIRECT BURIAL UNDERGROUND DRAINAGE APPLICATION SUCTION GRATE COVER SHALL BE INSTALLED IN COMPLIANCE WITH ASME A112.19.18 OR APPROVED GRAVITY SYSTEM PER R326.6.2 POOL DESIGNED IN CONFORMANCE WITH ANSI/ APSP/ICC PER R326.3.2 NYSRC NEW DRYWELL REFER TO DETAILS PROVIDE PRE-TREATMENT BASIN AND PROVIDE INSPECTION PORT TO DRYWELL REFER TO DETAILS 6" DIA. SDR-35 PIPING TO CONNECT FROM TRENCH DRAIN TO INFILTRATION SYSTEM FLOATING POOL ALARM SHALL BE PROVIDED 2"PVC FORCE MAIN FROM POOL EQUIPMENT TO MITIGATION SYSTEM FOR POOL DRAW DOWN 4" OVERFLOW DRAIN TO RIPRAP DISSIPATER REFER TO DETAILS MIN. 2% DRAINAGE SLOPE TRENCH DRAIN REFER TO DETAILS ALL POOL COPING TO BE 14" BLUESTONE COPING. PATIO TO BE BLUESTONE SET IN CONCRETE REFER TO DETAILS AS PER NYSDEC GUIDELINES, INFILTRATION CHAMBERS SHALL BE INSTALLED IN VIRGIN SOIL AND CANNOT BE INSTALLED ON SLOPES GREATER THAN 15% OR IN FILL SETON GREATER THAN TOP QUARTER OF DRYWELL. THREE FEET OF SEPARATION IS REQUIRED BETWEEN GRAVEL BELOW THE INFILTRATORS AND IMPERVIOUS OR MOTTLE SOIL LAYERS BELOW. ELECTRICAL GROUNDING AND BONDING SHALL BE PROVIDED AROUND PERIMETER OF POOL AND POOL EQUIPMENT BY LICENSED ELECTRICAL CONTRACTOR. ALL POOL EQUIPMENT SHALL BE GROUNDED AS REQUIRED BY MANUFACTURER SPECIFICATIONS. 19 ARROWCREST DRIVE CROTON ON HUDSON, NY PROPERTY INFORMATION: PREPARED BY: JMS ENGINEERING SERVICES, PC PROJECT LOCATION: 19 ARROWCREST DRIVE PROJECT TOWN: CROTON ON HUDSON BUILDING DEPARTMENT: CROTON ON HUDSON PROPERTY IDENTIFICATION: 67.15-1-42 OCCUPANCY: SINGLE FAMILY DWELLING ZONING CODE: RA-40 JMS JMS 10/10/2024 JMS SITE IMPROVEMENTS SHEET 4 S-104 ENLARGED POOL PLAN SCALE: 1/4" = 1'-0" TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT OF THE UNDERSIGNED, THE PLANS AND SPECIFICATIONS DEPICTED ON THESE DRAWINGS ARE IN COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE CURRENTLY IN EFFECT. TO ORDER HARDCOPY SCAN QR CODE BELOW: S N G I S E D L A E R S E R IT IS A VIOLATION OF STATE LAW FOR ANY PERSON UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER THIS ITEM IN ANY WAY. PROJECT: DRAWING TITLE: NOTES: SEAL & SIGNATURE: www.ResReal.com (914)-330-7712 2875 Route 35 Katonah, NY 10536 JMS ENGINEERING SERVICES, PC JOHN M. SCAVELLI PE LICENSE # 095178 S N G I S E D L A E R S E R ISSUE: DATE: BY: CHECKED: APPROVED: %%UFENCE NOTES: 1. FENCING SHALL BE 48" IN HEIGHT. 2. FENCE GATES SHALL BE 48"x48" AND SWING OUTWARD DIRECTION AWAY FROM HOT TUB AREA. 3. SPACE BETWEEN BOTTOM OF FENCE BARRIER AND GROUND SHALL NOT EXCEED 2". 4. FENCE POSTS SHALL BE SET IN 8"x42" 3,000 PSI CONCRETE PIERS. 5. FENCING SHALL BE BLACK ALUMINUM OR STAINED PRESSURE TREATED LUMBER. 6. FENCE STYLE SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. 7. FENCING SHALL BE INSTALLED IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE REQUIREMENTS. 8. FENCING AND GATES SHALL BE INSTALLED AND PERMITTED AS REQUIRED BY LOCAL JURISDICTION. 42" 72" O.C. 3.5 " SPACING 1. 5" 8" 45" OR MORE 48" 1. 5" 19 ARROWCREST DRIVE CROTON ON HUDSON, NY PROPERTY INFORMATION: PREPARED BY: JMS ENGINEERING SERVICES, PC PROJECT LOCATION: 19 ARROWCREST DRIVE PROJECT TOWN: CROTON ON HUDSON BUILDING DEPARTMENT: CROTON ON HUDSON PROPERTY IDENTIFICATION: 67.15-1-42 OCCUPANCY: SINGLE FAMILY DWELLING ZONING CODE: RA-40 JMS JMS 10/10/2024 JMS SITE IMPROVEMENTS SHEET 5 S-105 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT OF THE UNDERSIGNED, THE PLANS AND SPECIFICATIONS DEPICTED ON THESE DRAWINGS ARE IN COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE CURRENTLY IN EFFECT. TO ORDER HARDCOPY SCAN QR CODE BELOW: WOVEN WIRE FENCE (MIN. 14 12 POOL FILTERING SCHEMATIC SCALE: NTS LONGITUDINAL SECTION SCALE: NTS 2"Ø P.V.C. BACK-FLUSH (WASH) LINE FROM FILTER PUMP SHUT-OFF VALVE FILTER DIVERTER VALVE DIVERTER VALVE CHEMICAL FEEDER (OPTIONAL) 3-WAY VALVES ISOLATION VALVES SAFETY VACUUM RELEASE SYSTEM (ENTRAPMENT PROTECTION) AS REQUIRED IN CONFORMANCE WITH ASME 112.19.17 V TEST VALVE MAIN DRAIN(S) LINE SHUT-OFF VALVE GAS FIRED HEATER (OPTIONAL) POOL COPING RETURN(S) SKIMMER(S) 1-1/2"Ø P.V.C. FROM POOL SKIMMER, FOR POOLS #1 & #2 2"Ø P.V.C. FROM POOL SKIMMER, FOR POOLS #3, #4 & #5. USE (RECOMMEND) TWO SKIMMERS 1-1/2"Ø P.V.C. RETURN FOR POOLS #1 & #2, 2"Ø P.V.C. RETURN FOR POOLS #3, #4 #5, USE (RECOMMEND) TWO OUTLETS %%UNOTE: IF PROPOSED POOL IS TO BE HEATED, THE ENGINEER STATES TO THE BEST OF HIS KNOWLEDGE, BELIEF & PROFESSIONAL KNOWLEDGE & EXPERIENCE THAT THESE PLANS ARE IN COMPLIANCE WITH APPLICABLE ENERGY CODES. %%UNOTE: ENTRAPMENT PROTECTION SHALL BE PROVIDED/INSTALLED AS REQUIRED BY NEW YORK STATE CODE. PUMP SHALL BE EQUIPPED WITH SAFETY VACUUM RELEASE SYSTEM %%UNOTE: FILL PIPE LINE TO POOL SHALL BE PROVIDED BY HOSE BIB WITH AN APPROVED AIR BREAK. (NO AUTOMATIC FILL PIPE SHALL BE USED) SILT STOCK PILE DETAIL SCALE: NTS BENCH AND STEP OPTIONS: 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES, REINFORCING STEEL SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. BENCH/STEPS SEE OPTIONS ABOVE C TABLE 1 5'-0" 6" 5'-0" START ADD BARS 5'-0" 1ST ADD BARS 7'-0" 2ND ADD BARS BASIC GRID #4 BARS @ 12" O.C. DECKING. SEE PLANS UNDER-WATER LIGHT PER DETAIL #10 STEEL BASKET IS NOT REQUIRED DRAIN PIPE SHALL NOT ENCROACH INTO GUNITE SHELL CIRCULATION DRAINS: PROVIDE (2) ANTI-VORTEX CIRCULATION DRAINS PER PUMP. COVERED WITH APPROVED A.S.M.E. ANTI-ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. TYP. FLOOR 6" THICK MIN. SHOTCRETE (GUNITE) W/ #4 BARS @ 12" O.C. EACH DIRECTION ADD #4 @12 O.C. LONGITUDINAL @ TRANSITION FOR EXP. SOILS A. INFLUENCE LINE FOR FOOTING SURCHARGE A. WATER SURFACE. APPROX. 3" BELOW BOND BEAM. COPING STONE WITH 12" - 1 12" MORTARED JOINTS 1" - 2" MORTAR BED 4" - 6" CONCRETE SLAB, REINFORCED IF REQUIRED 6" COMPACTED AGGREGATE UNDISTURBED SOIL OR COMPACTED SUBGRADE PATIO DETAILS SCALE: NTS 3'-10" 13'-9" 9'-4" 12'-5" 3'-10" 3'-0" 2'-0" 4'-0" 2'-0" 4'-1" 4'-3" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 15'-0" 4'-6" 4'-10" 5'-2" 5'-5" 6'-0" 6'-7" 7'-2" 7'-9" 8'-0" 11'-9" DEGREE ANGLE OF SLOPE(S): FIRST 4.02°, SECOND 18.43° POOL SHELL DEPTH DIMENSIONS EXCAVATED AREA 4,300 CF / 159 CY DEPTH OF POOL SECTION DETAIL SCALE: NTS FLOW 36" MIN. FENCE POST. SECTION VIEW PERSPECTIVE VIEW FLOW FLOW %%UCONSTRUCTION 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 TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 12 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 4" 16" MIN. 20" MIN. 10' MAX. OC HEIGHT OF FILTER 16" MIN. 8" MIN. 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND. GAUGE W/ MAX. 6" MESH SPACING) WITH SILT FILER CLOTH WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ MAX. 6" MESH SPACING) 36" MIN. FENCE POST. WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH COMPACTED SOIL EMBED FILTER CLOTH A MIN. OF 6" IN GROUND. UNDISTURBED GROUND SILT FENCE DETAIL SCALE: NTS LIGHT DETAIL SCALE: NTS NOTE: 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO BRASS CONDUIT TO POOL REBAR, OR NON-METALLIC CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE INTERIOR W/ APPROVED POTTING COMPOUND PER THE N.E.C. 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS FOR LIGHTING FIXTURES U.L STANDARD 676. 18" MIN. PER. N.E.C. 4'-0" MIN. 8" 6" MIN. 3" CLR. ELECTRICAL 'J' BOX 8" MIN. ABOVE DECK, WATER LINE OR FLOOD LINE WHICH EVER IS GREATER. FIXTURE LENS RECESSED LIGHT. 18" MIN. LAP. TYP. (2)#4 BARS EACH WAY AROUND NICHE. N.E.C. APPROVED CONDUIT. #8 COPPER GROUND WIRE SKIMMER DETAIL SCALE: NTS BOND BEAM HORIZONTAL BARS MAY BE OVER OR UNDER VERTICAL BARS. " " 9 1/2" TO 14" " " 3" CLR . PRECAST COPING OR BRICK 3RD AND/OR 4TH BAR LOCATION MAY VARY TO PROVIDE 2 12" CLR. BETWEEN PARALLEL BARS. BRICK OR PRECAST CONCRETE COPING EXPANSION JOINT & SEALANT REQ'D. FOR EXPANSIVE SOILS. PER DETAIL #8 DECKING PLUMBING MAY BE LOCATED IN BOND BEAM LOWER CORNER MAINTAIN 1" CLR. TO REINF. BOND BEAM PER TABLE NO. 1. TILE BOND BEAM/COPING DETAIL SCALE: NTS INTENDED TROUGH SIZE IS 1'-6" WIDE COORDINATE FINAL SIZE WITH POOL AUTOCOVER PRIOR TO INSTALLATION APPROXIMATE LINE OF GRADE #4 REBAR 12" O.C HORIZONTAL TIE TO VERTICAL TOP OF COPING AND POOL WATER LEVEL REFER TO SITE PLAN FOR ELEVATIONS TROUGH MUST BE SHOT MONOLITHICALLY WITH POOL #4 REBAR 12" O.C BACKFILL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR VALUE #4 REBAR 12" O.C TIE TO POOL WALL REINFORCING BARS 1'-4" 8" 2'-2" MIN. 1" 1'-4" POOL COVER TROUGH DETAIL SCALE: NTS SPA DETAIL SCALE: NTS 1" MIN. CLR. AROUND ALL PIPES. 6" DAM - LAP INTO SPA REINF. 12" DAM - LAP INSIDE BARS INTO SPA REINF. - LAP OUTSIDE BARS INTO POOL REINF. DAM WALL HORIZ. BAR LAP SPLICE: CIRCULATION DRAINS: PROVIDE (2) ANTI-VORTEX CIRCULATION DRAINS PER PUMP. COVERED WITH APPROVED A.S.M.E. ANTI-ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. 24" LAP 24" MIN. LAP 2" 2" 9" & LARGER 6"-8" 4" 4'-0" MAX. 6" 3" 6" THICK 30' MAX. FREESTANDING EQ. 6" MIN. EQ. 4" (4)#4 BARS #4 BARS @12" O.C. EA.WAY WATER LINE #4 BARS @ 12" O.C. EA. WAY (4)#4 BARS #4 BARS @12" O.C. EA.WAY WATER LINE 24" MIN. LAP INTO SPA FLOOR OR POOL WALL WATER LINE SPA LIGHT REINFORCING REFER TO LIGHT SECTION NOTE: SPA AIR-LINE MAY BE LOOPED INTO SPA BOND BEAM. MAINTAIN 1" CLR. TO REINF. BOND BEAM PER TABLE NO. 1 & DETAIL #12 NO DECK/HIGH EXP. C (4) #4 BARS. E.F.P. D R C VERTICAL STEEL 3'0" 1'-0" 3'6" 1'-0" 4'0" 1'-0" 4'6" 1'-0" 5'0" 1'-6" 5'6" 2'-0" 6'0" 2'-6" 6'6" 3'-0" 7'0" 3'-6" 7'6" 4'-0" 8'0" 4'-6" 8'6" 5'-0" 3" 3" 4" 5" 5" 5" 6" 7" 8" 8 12" 9" 9" #4 @ 12" #4 @ 6" SLOPE EARTH SURFACE 14" PER FOOT OR SLOPE DECKING 18" TO 14" PER FOOT AWAY FROM POOL. NOTE: BOND BEAM HORIZONTAL BARS MAY BE OVER OR UNDER VERTICAL BARS. TYPICAL INCLUDING ALL SPECIAL DETAILS. UNDISTRURBED SOIL. 1500 PSF MIN. BEARING VALUE. DRAIN ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL WALL (RAISED OR NOT RAISED). * IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) 30" MAX. FREESTANDING OR NON-APPROVED FILL 3" CLR. ±3" STRAIGHT WALL 8'-0" MAX. DEPTH 5'-0" START ADDITIONAL BARS* 3" CLR. TYP. 24" MIN. EXTEND WALL REINF. INTO FLOOR (30" MIN. FOR TABLE 5G) 6" 'C' RADIUS-R (SEE TABLE #1) COPING BOND BEAM SEE DETAIL #1 & #12. APPROVED SEALANT REQUIRED W/ EXPANSIVE SOIL. INDICATES TYPICAL RADIUS 'D' IS DISTANCE DOWN FROM TOP OF POOL WALL. 'C' SHOTCRETE COVER TO BE CHANGED UNIFORMLY. SEE TABLE 1 ACTUAL DIG LINE MAY VARY, LOCATE STEEL 3" CLR FROM EARTH VERTICAL STEEL. SEE TABLE 1 HORIZONTAL STEEL #4 BARS @ 12" O.C. STANDARD WALL REINFORCEMENT DETAIL SCALE: NTS FENCE/GATE DETAILS SCALE: NTS 48" GATE WIDTH PROVIDE LATCH MECHANISM AT ALL GATE ENTRY TO POOL AREA 1.5" 45" OR MORE 48" 1.5" 3.5 " SPACING PROVIDE SELF-LATCHING GATE IN COMPLIANCE WITH RCNYS 326.4.2.7.1&2 LATCH TO BE SET AT 54" ABOVE GRADE AND ON POOL SIDE OF GATE GATE SHALL BE SECURELY LOCKED WITH A KEY OR COMBINATION LOCK SUFFICIENT TO PREVENT ACCESS TO SWIMMING POOL WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED GATE SHALL OPEN OUTWARD AWAY FROM POOL 54" NOTE: STOCKPILE SHALL BE COVERED ENTIRELY BY AN ANCHORED PLASTIC COVER OR SEEDED PLASTIC COVER OR APPROVED STABILIZED COVER STOCKPILE MATERIAL SILT FENCE (SEE DETAIL) 5" LEVEL TOP OF GUNITE WI GROUT & PLACE #15 FELT OR 4 MIL. VISQUEEN ON TOP. DECKING COPING SKIMMER COVER BEND BOND BEAM UNDER SKIMMER (2)#4 BARS (2)#4 'Z' BARS 5" MIN. AROUND ALL SECTION AT SKIMMER PLAN AT SKIMMER 24" MIN. LAP 3" 5" MIN. TYPICAL. 3" CLR. TYPICAL 3" CLR. TYPICAL POOL S N G I S E D L A E R S E R IT IS A VIOLATION OF STATE LAW FOR ANY PERSON UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER THIS ITEM IN ANY WAY. PROJECT: DRAWING TITLE: NOTES: SEAL & SIGNATURE: www.ResReal.com (914)-330-7712 2875 Route 35 Katonah, NY 10536 JMS ENGINEERING SERVICES, PC JOHN M. SCAVELLI PE LICENSE # 095178 S N G I S E D L A E R S E R ISSUE: DATE: BY: CHECKED: APPROVED: METHOD: TR-55 PROPOSED CURVE NUMBER (CN): 98 PROPOSED CURVE NUMBER (CN): DRIVEWAYS/ROOFS EXISTING CURVE NUMBER (CN): 75 SOIL TYPE: UpC URBAN LAND-PAXTON COMPLEX 8-15% HYDROLOGIC SOIL: GROUP B SOIL SURVEY WESTCHESTER COUNTY: PnB- 0.6-2.0 IN/HR STORM WATER RETENTION NOTES CURVE NUMBER (CN): RESIDENTIAL 19 ARROWCREST DRIVE CROTON ON HUDSON, NY PROPERTY INFORMATION: PREPARED BY: JMS ENGINEERING SERVICES, PC PROJECT LOCATION: 19 ARROWCREST DRIVE PROJECT TOWN: CROTON ON HUDSON BUILDING DEPARTMENT: CROTON ON HUDSON PROPERTY IDENTIFICATION: 67.15-1-42 OCCUPANCY: SINGLE FAMILY DWELLING ZONING CODE: RA-40 JMS JMS 10/10/2024 JMS SITE IMPROVEMENTS SHEET 6 S-106 CULTEC RECHARGER® 330XLHD PRODUCT SPECIFICATIONS GENERAL CULTEC RECHARGER 330XLHD CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION, RECHARGING, DETENTION OR CONTROLLING THE FLOW OF ON-SITE STORMWATER RUNOFF. CHAMBER PARAMETERS 1. THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. 2. THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE) WITH A BLACK INTERIOR AND BLUE EXTERIOR. 3. THE CHAMBER SHALL BE ARCHED IN SHAPE. 4. THE CHAMBER SHALL BE OPEN-BOTTOMED. 5. THE CHAMBER SHALL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD. CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATE COUPLINGS OR SEPARATE END WALLS 6. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER 330XLHD SHALL BE 30.5 INCHES TALL, 52 INCHES WIDE AND 8.5 FEET LONG. THE INSTALLED LENGTH OF A JOINED RECHARGER 330XLHD SHALL BE 7 FEET. 7. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 24 INCHES HDPE. 8. THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV® FC-24 FEED CONNECTORS TO CREATE AN INTERNAL MANIFOLD. THE NOMINAL DIMENSIONS OF EACH SIDE PORTAL SHALL BE 10.5 INCHES HIGH BY 11.5 INCHES WIDE. MAXIMUM ALLOWABLE OUTER DIAMETER (O.D.) PIPE SIZE IN THE SIDE PORTAL IS 11.75 INCHES. 9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC-24 FEED CONNECTOR SHALL BE 12 INCHES TALL, 16 INCHES WIDE AND 24.2 INCHES LONG. 10. THE NOMINAL STORAGE VOLUME OF THE RECHARGER 330XLHD CHAMBER SHALL BE 7.459 FT³ / FT - WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER 330XLHD SHALL BE 52.213 FT³ / UNIT - WITHOUT STONE. 11. THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR SHALL BE 0.913 FT³ / FT - WITHOUT STONE. 12. THE RECHARGER 330XLHD CHAMBER SHALL HAVE FIFTY-SIX DISCHARGE HOLES BORED INTO THE SIDEWALLS OF THE UNIT'S CORE TO PROMOTE LATERAL CONVEYANCE OF WATER. 13. THE RECHARGER 330XLHD CHAMBER SHALL HAVE 16 CORRUGATIONS. 14. THE ENDWALL OF THE CHAMBER, WHEN PRESENT, SHALL BE AN INTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT. SEPARATE END PLATES CANNOT BE USED WITH THIS UNIT. 15. THE RECHARGER 330XLRHD STAND ALONE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO FULLY FORMED INTEGRAL ENDWALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. 16. THE RECHARGER 330XLSHD STARTER UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL ENDWALL AND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 14 INCHES HIGH X 34.5 INCHES WIDE. 17. THE RECHARGER 330XLIHD INTERMEDIATE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY OPEN ENDWALL AND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 14 INCHES HIGH X 34.5 INCHES WIDE. 18. THE RECHARGER 330XLEHD END UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL ENDWALL AND ONE FULLY OPEN END WALL AND HAVING NO SEPARATE END PLATES OR END WALLS. 19. THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT SHALL FIT INTO THE SIDE PORTALS OF THE RECHARGER 330XLHD AND ACT AS CROSS FEED CONNECTIONS. 20. CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN THE RIBS. 21. THE CHAMBER SHALL HAVE A 6 INCH DIAMETER RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THE CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR CLEAN-OUT. 22. THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION. 23. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY. 24. MAXIMUM ALLOWED COVER OVER TOP OF UNIT SHALL BE 12 FEET 25. THE CHAMBER SHALL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. STORM WATER CONSTRUCTION NOTES 1. THE STORM WATER RETENTION SYSTEM SHALL NOT BE CONNECTED FOR USE UNTIL CONSTRUCTION IS COMPLETE AND SITE IS STABILIZED. EXISTING DRAINAGE SYSTEM NOTES 1. THE CURRENT SITE DOES NOT HAVE A MEANS OF STORM WATER RETENTION. 2. A NEW STORM WATER SYSTEM IS PROPOSED FOR ADDITIONAL SITE COVERAGE. CULTEC NO. 66™ WOVEN GEOTEXTILE GENERAL CULTEC NO. 66™ WOVEN GEOTEXTILE IS UTILIZED AS AN UNDERLAYMENT TO PREVENT SCOURING CAUSED BY WATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEED CONNECTORS UTILIZING THE CULTEC MANIFOLD FEATURE. GEOTEXTILE PARAMETERS 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) 2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. 3. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 315 LBS (1.40KN) PER ASTM D4632 TESTING METHOD. 4. THE GEOTEXTILE SHALL HAVE A TENSILE ELONGATION RESISTANCE OF 15% PER ASTM D4632 TESTING METHOD. 5. THE GEOTEXTILE SHALL HAVE A MULLEN BURST RESISTANCE OF 600PSI (4138 KPA) PER ASTM D3786 TESTING METHOD. 6. THE GEOTEXTILE SHALL HAVE A TEAR RESISTANCE OF 115 LBS (0.51 KN) PER ASTM D4533 TESTING METHOD. 7. THE GEOTEXTILE SHALL HAVE A PUNCTURE RESISTANCE OF 150 LBS (0.66 KN) PER ASTM D4833 TESTING METHOD. 8. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 900 LBS (4.00 KN) PER ASTM D6241 TESTING METHOD. 9. THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 70% @ 500 HRS. PER ASTM D4355 TESTING METHOD. 10. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.05 SEC-1 PER ASTM D4491 TESTING METHOD. 11. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 4 GPM/ FT2 (160 LPM/M2) PER ASTM D4491 TESTING METHOD. 12. THE GEOTEXTILE SHALL HAVE A PERCENT OPEN AREA OF <1% PER CW-02215 TESTING METHOD. 13. THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF 40 US STD. SIEVE (0.425 MM) PER ASTM D4751 TESTING METHOD. 14. THE GEOTEXTILE SHALL CONSIST OF A 100% HIGH-TENACITY, SILT- FILM POLYPROPYLENE YARNS. POST STORM WATER MANAGEMENT MAINTENANCE NOTES: 1. SYSTEM SHOULD BE INSPECTED PRIOR TO SYSTEM OPERATION. 2. STORMWATER INSPECTION PORTS ARE TO BE MONITORED ON A ROUTINE BASIS. 3. ALL GUTTERS AND DOWNSPOUT SYSTEMS LEADING TO STORMWATER RETENTION AREAS SHOULD BE MAINTAINED FREE OF DEBRIS AND CLEANED ON A ROUTINE BASIS. 4. OVERFLOW PORTS SHOULD BE MONITORED. 5. SYSTEM RECOMMENDED TO BE CLEANED : 5.1. WHERE SYSTEM IS EXPERIENCING SILT AND OR SOIL BUILD UP AS NOTED THROUGH THE INSPECTION PORT OR PRETREATMENT HOOD. 5.2. IF OUTLET PIPING IS NOTED TO BE CLOGGED AND WATER DISCHARGE IS NOTED FROM OVERFLOW SURCHARGE PIPING TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT OF THE UNDERSIGNED, THE PLANS AND SPECIFICATIONS DEPICTED ON THESE DRAWINGS ARE IN COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE CURRENTLY IN EFFECT. TO ORDER HARDCOPY SCAN QR CODE BELOW: STORMWATER MANAGEMENT CALCULATIONS: STATE: NEW YORK LONGITUDE: 73.903 WEST LATITUDE: 41.220 NORTH 10 YEAR/24HR - 5.12 INCHES/HR SOURCE- NORTHEAST REGIONAL CLIMATE CENTER (NRCC) NATURAL RESOURCES CONSERVATION SERVICE (NRCS) EXTREME PRECIPITATION TABLE STORM WATER RETENTION MATERIAL NO. AREA (SF) CHAMBER VOLUME CHAMBERS (QTY) STONE VOID STONE VOLUME DW-1 2,089 344.12 12.52 40% cubic feet cubic yards *12" STONE ABOVE CROWN, 12" STONE FOUNDATION DEPTH. 12" SIDE COVER COMPACTED BACKFILL SOIL 6" SEWER & DRAIN RISER PIPE (LENGTH AS REQUIRED) 6" DRAIN PIPE CRUSHED STONE PART # 101 6" SPEE-D BASIN NDS POP UP EMITTER PART # 620 OR APPROVED EQUAL VARIE S POP UP EMITTER SCALE: NTS TRENCH DRAIN DETAIL SCALE: NTS DIAGRAM DIAGRAM END DRAIN DIAGRAM COMPACTE D SOI L FINISH GRADE %%UTRENCH DRAIN NOTES: 1. TRENCH DRAINS SYSTEM SHALL BE POLYLOK HEAVY DUTY TRENCH DRAIN PL-90860 OR APPROVED EQUAL 2. TRENCH DRAIN SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR H-20 LOADING. 3. TRENCH DRAIN SYSTEM SHALL BE SET IN 6" CONCRETE SURROUNDING BASE. 4. CONCRETE TO BE MINIMUM 5,000 AIR ENTRAINED CONCRETE MIX. 5. TRENCH DRAIN SHALL HAVE MINIMUM QTY (4) #4 VERTICAL REBARS INSTALLED PER EACH TRENCH DRAIN SECTION. REBAR SHALL BE CROSS TIED AS PER DETAILS. 6. PROVIDE MINIMUM OF 8" COMPACTED BASE OF 3 4" WASHED GRAVEL BELOW TRENCH DRAIN INSTALLATION 6" MIN. 6" MIN. 6" MIN. WIRE TIE TOP AND BOTTOM TO SET ELEVATION AND TO PREVENT FLOATING WIRE TIE #3 REBAR LOOPS TO VERTICAL #4 REBAR WIRE TIE ALL INTERSECTIONS WHERE #3 REBAR LOOPS MEET #4HORIZONTAL REBAR #4 HORIZONTAL REBAR TO BE TIED CONTINUOUS FOR ENTIRE LENGTH OF TRENCH DRAIN TYPE PLCS . #3 REBAR LOOPS 4 PERSECTION 2 ON EACH END 2 EVENLY SPACED CROSS TIE REBAR AT ALL JOINTS DEPTH OF VERTICAL REBAR TO PROVIDE STABLE FOOTING AND TO PREVENT PULLOUT BUILDING FOUNDATION DOWN TURNED PIPE ELBOW FITTING TO PREVENT CONVEYANCE OF FLOATABLES O DRYWELL 24 DIA."x24" DEEP SUMP MESH SCREEN TO DRYWELL SEE DRYWELL DETAILS ACCESS LID (24" MIN) FROM TRENCH DRAIN/ OR LEADER INSPECTION PORT DETAIL SCALE: NTS RECHARGER 330XLHD HEAVY DUTY CHAMBER MINIMUM 95% COMPACTED FILL PAVEMENT OR FINISHED GRADE CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES MANDATORY, BOTTOM PER ENGINEER'S DESIGN PREFERENCE 6" MIN. 30.5" 12" MIN. 12.0' MAX. COVER DEPTH 58" MIN. CENTER TO CENTER 52" 12" MIN. 10.0" MIN. FOR PAVED 12.0" MIN. FOR UNPAVED HVLV FC-24 FEED CONNECTOR WHERE SPECIFIED 1-2 INCH WASHED, CRUSHED STONE SURROUNDING CHAMBERS CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION) PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET 10" MIN NEENAH FOUNDRY MODEL R-5900-A (OR EQUAL) HEAVY DUTY FRAME AND LID PAVEMENT OR FINISHED GRADE 12.0" SDR-35 / SCH. 40 PVC COLLAR FIELD PLACED CLASS "C" CONCRETE MAINTAIN 6.0" [150 mm] CLEARANCE BETWEEN HEAVY DUTY LID AND PVC CLEAN-OUT CAP 6.0" [150 mm] SDR-35 / SCH. 40 PVC ENDCAP CLEAN-OUT ADAPTER W/ SCREW-IN CAP 6.0" [150 mm] SDR-35 / SCH. 40 PVC RISER 6.0" [150 mm] SDR-35 / SCH. 40 PVC COUPLING TRIM CHAMBER INSPECTION PORT KNOCK-OUT TO MATCH O.D. OF 6.0" [150 mm] INSPECTION PORT PIPE 6.0" [150 mm] SDR-35 / SCH 40 PVC (INSERTED 8" [200 mm] INTO CHAMBER) DRYWELL PRETREATMENT DETAIL SCALE: NTS DRYWELL DETAILS SCALE: NTS S N G I S E D L A E R S E R IT IS A VIOLATION OF STATE LAW FOR ANY PERSON UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER THIS ITEM IN ANY WAY. PROJECT: DRAWING TITLE: NOTES: SEAL & SIGNATURE: www.ResReal.com (914)-330-7712 2875 Route 35 Katonah, NY 10536 JMS ENGINEERING SERVICES, PC JOHN M. SCAVELLI PE LICENSE # 095178 S N G I S E D L A E R S E R ISSUE: DATE: BY: CHECKED: APPROVED: % %UPROFILE NOTE: PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.O.W. 50' OR GREATER AS REQ'D. 12' (MIN) 10'(MIN.) 10'(MIN.) 50' OR GREATER AS REQ'D. PUBLIC ROW 6"(MIN.) EXST. FILTER CLOTH (MIRAFI 140N) EXST. GROUND EXST. GROUND R=25 R=25 19 ARROWCREST DRIVE CROTON ON HUDSON, NY PROPERTY INFORMATION: PREPARED BY: JMS ENGINEERING SERVICES, PC PROJECT LOCATION: 19 ARROWCREST DRIVE PROJECT TOWN: CROTON ON HUDSON BUILDING DEPARTMENT: CROTON ON HUDSON PROPERTY IDENTIFICATION: 67.15-1-42 OCCUPANCY: SINGLE FAMILY DWELLING ZONING CODE: RA-40 JMS JMS 10/10/2024 JMS SITE IMPROVEMENTS SHEET 7 S-107 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT OF THE UNDERSIGNED, THE PLANS AND SPECIFICATIONS DEPICTED ON THESE DRAWINGS ARE IN COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE CURRENTLY IN EFFECT. TO ORDER HARDCOPY SCAN QR CODE BELOW: POOL AUTOCOVER DETAIL SCALE: NTS T- COUPLING MAIN DRAINS DUAL DRAIN NOTES: DUAL DRAINS SHALL BE INSTALLED AT DEEP END OF POOL. IN COMPLIANCE WITH R326.6.4 CIRCULATION SYSTEM SHALL HAVE A MINIMUM OF TWO SUCTION OUTLET DRAINS. A MINIMUM HORIZONTAL DISTANCE OF 3FT SHALL SEPARATE DRAIN OUTLETS. OUTLETS SHALL BE PIPED SO THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A VACUUM RELIEF- PROTECTED LINE TO THE PUMPS SYSTEM. 3' MINIMUM DISTANCE 6' MAXIMUM DISTANCE 2' POOL BASE LINE DPIT SUMP TOP TRIM OF STONE BERM VEHICLE ENTRANCE 6" WASH STONE SF SF SF SF 2:1 2:1 SILT FENCE "CONCRETE WASHOUT" SIGN (SEE NOTE 2) SIL T FENCE ANCHOR PLASTIC LINER WITH #57 STONE BERM PIT SUMP VEHICLE ENTRANCE @2% SLOPE 2:1 KEY IN REMOVABLE LINING 10 MIL. PLASTIC LINING SIL T FENCE ANCHOR PLASTIC LINER WITH #57 STONE BERM PIT SUMP 2:1 10 MIL. PLASTIC LINING SIL T FENCE CONCRETE WASHOUT 0.5" LAG SCREWS PLYWOOD 48"x24" PAINTED WHITE BLACK LETTERS 6" HEIGHT 3"x3"x8' WOOD POSTS SECTION B-B SECTION A-A PLAN VIEW "CONCRETE WASHOUT" SIGN DETAILS SIDE VIEW FRONT VIEW A A B B % %UNOTES: 1. ACTUAL LAYOUT TO BE DETERMINED IN FIELD. 2. THE "CONCRETE WASHOUT" SIGN SHALL BE INSTALLED WITHIN 30 FEET OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3. PIT CAPACITY IS MINIMUM OF 6 CUBIC FEET PER 10 CUBIC YARDS OF CONCRETE. 2' 2' 1' 2' 6' 2' 25' MINIMUM 15' 1' 1' 1' 2' 2' 1' 2' 6' 2' 1' 2' 2' 20' 1' 1' 1' 1' 1' 3' 3' 2' 4' 2" DRAIN POOL COPING POOL WALL RECESSED POOL COVE R RECESSED POOL COVER PROVIDE COVERSTAR POOL COVER OR APPROVED EQUA L 2'-8" 2" 16" 6" 6" 12" 14" ELECTRICAL GROUNDING DETAIL SCALE: NTS NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. NDS SQUARE POLYOLEFIN GRATE WITH U.V. INHIBITORS OR APPROVED EQUAL SLOPE TO DRAIN COMPACTED SOIL 6" SEWER AND DRAIN RISER PIPE (LENGTH AS REQUIRED) OR APPROVED EQUAL NDS #101 SPEE-D BASIN OR APPROVED EQUAL SEWER AND DRAIN PIPE INVERT ELEVATION CRUSHED STONE SLOPE TO DRAIN V A R I E S SECTION YARD DRAIN DETAIL SCALE: NTS GROUNDING ELECTRODE CONDUCTOR NON- METALLIC PROTECTIVE SLEEVE CONNECTION LISTED FOR THE PURPOSE 4 AWG OR LARGER BARE COPPER CONDUCTOR OR STEEL REINFORCING BAR OR ROD NOT LESS THAN 1/2" IN DIAMETER, AT LEAST 20-FT LONG 2" MIN. 20 FT. OR MORE FOUNDATION IN DIRECT CONTACT WITH THE EARTH LICENSED ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL GROUNDING AND BONDING FOR ELECTRICAL SYSTEM AS REQUIRED BY E3608, E3609 TEMPORARY CONSTRUCTION ENTRANCE DETAIL SCALE: NTS CONSTRUCTION WASHOUT DETAIL SCALE: NTS STORM WATER MANAGEMENT MAINTENANCE SCHEDULE & PROCEDURES SCALE: NTS CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE 3" STONE (NYSDOT ITEM #623.11 SIZE DESIGNATION #2, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50" FEET 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. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SIGHT. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL. A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OFWAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUITED. IT SHALL BE DONE ON A AREA STABILISED WITH NSTONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PLAN VIEW POOL DRAIN DETAIL SCALE: NTS