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HomeMy WebLinkAboutSW20-001PERMIT #4 V Cox L)Lj l V_ DATE:J1 1141�1)00JO E; SECTION BLOCK L( TYPE OF WORK w.� ! a 'OR LOCATION i&ct�'� OWNER LD CONTRACTOR EST. COST FE D # N/ ATE TCO DAXE INSPEg-110N -RECORD' DATE INSP FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING E2000 RGH PLUMBING C32'AS SPRINKLER E L. LEC *.,*;. T R I C m0000 LOW-VOLT30�* A ? A R fV)iLY AS GUILT ED/ FINAL OTHER APPROVALS ARB BOT PlB ZBA OTHER gi r-�3�f-�i�a �-i �7--7�i oa0 c�re��� ���q Ppao-vao/roe L K.4.c._ a0-o37 sp/o,W,-- Erecjr I c x X-X- S-2.7-7) r o d T e W E- 1,00' Pos� 0 x 0 Ln PROPOSED 2' DEEP CURTAIN DRAIN WITH 92 L.F. 4*0 PERF. PVC SDR-35 PIPE 0 1.00X* Lnt PRO(POSED 4-X4- PVC WYE TH 4* TO 60 )i�ftkgX�Wii_ LIMITS NREDUCER DISTURBANCE OF minim mown Wam 9,8j S.Ff 4 PROPOSED CURT IN DRAIN WITH 36 �_F. 0 PERF. PVC SDR-t5' x PIPE 0-1.0qi! i- x 0 X 0 Q_ N-5.56' x D PROPOSED 12"X1 2* NDS CATCH BASIN RIM=272.85* INV=271.35:k *wow *NNW SUMP=270.35+ 1. 2'- EXISTING 62 L.F. 6"0 SDR-35 PVC PIPE TO BE REPLACED 0 1.OX LLJ 1.52' E-0.08' E-0,32' N --- 0.53 V-0.20' e R 0 i 0 W 2.1 R 0 0 X 'CD =1r%9 n A I 1_� ____1 INV I .I ' 0 T! X1 L11 LEGEND 2N 2 ' � 1 PROPERTY LINE PROPOSED STORM PIPE CURTAIN DRAIN TO PROPOSED DRAIN TERMINATE 10' FROM x INLET BUILDING 7- TEMPORARY INLET it mi PROTECTION 65 LF 4" SDR-35 PVC PIPE 0 1.OX TEMPORARY SILT »*,.»x x SF + r FENCE X TEMPORARY CONSTRUCTION FENCE (D ONE (1) 2*0 SCH. 40 STABILIZED PVC PUMP OUTLET PIPE x X CONSTRUCTION Q) I ENTRANCE W o o d PROPOSED LIMIT WM uffan mmm an D e c k X OF DISTURBANCE b PROPOSED FOOTING DRAIN PUMP CHAMBER Eav*jWoNge(4�,�ZOEIL& I)HEAVY DUTY CAST _l 1, n *455 SUME LE 17.12' IRON CAMPBELL GRATE L P P 1.9, XV 2814 OR EQUAL 26" ',�Chimney CONNECT EXISTING ROOF 17.21 LEADER DRAIN TO 6* PROPOSED FOOTING Bay MR-35c:�4PT#180 .e?-' o ry PRr "F wow coomncrn Annimnki AC -0 Basket al Hoo I INSTALL 6* PVC BACKFILOW VALVE (FLAP TYPE) ON 6" PVC INLET PIPE REPAIR EXISTING 6*0 SDR-35 PVC PIPE CONNECTION TO EXISTING CATCH BASIN ;71i ru. v RFN1F..`A,'1S FOR GE-NERALCQ.OEC-M,tP[-V-,,14b7,r-- PR\C TICES. THE VILLA s 1:" U, 3 AE DETAILS), FIELD CONDITIONS, DESIGN PRZC-FESS.IOINAL OR APPLICANT. STONE & BLOCK DROP INLET PROTECTION DEYIATERING -CONCRETE BLOCK Ilia 2:1 SLOPE GRAVEL FILTER STONE dc BLOCK PLAN VIEW TEMPORARY WIRE SEDIMENT P 6«L\ Z/11'_ SCREE WATERING vo STALL SIMPLEX PUMP )NTROL PANEL 1' MIN. 2' MAX: 3" STONE-/ M WA "DQUGkjNUr DETAIL CONSTRUCTION SPECIFICATION 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. FOUNDATION SHALL BE 2 INCHES MINIMUM BELOW REST OF INLET AND BLOCKS SHALL BE PLACED AGAINST INLET FOR SUPPORT. 2, HARDWARECLOTH OR 1/2- WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS TO SUPPORT STONE. 3. USE CLEAN STONE OR GRAVEL 1/2-3/4 INCH IN DIAMETER PLACED 2 INCHES BELOW TOP OF BLOCK ON A 2:1 SLOPE OR FLATTER, 4. FOR STONE STRUCTURES ONLY, A 1 FOOT THICK LAYER OF THE FILTER STONE WILL BE PLACED AGAINST THE 3 INCH STONE AS SHOWN ON THE DRAWINGS. MAXIMUM DRAINAGE AREA 1 ACRE. BAST 5" Over gave e. OLWC. IV LMPJN BACKFILL VATH COMPACTED SOIL NDS 12" SQUARE CATCH BASIN OR APPROVED EQUAL NDS UNIVERSAL OUTLET ,.e- NOS UNIVERSAL OUTLET SECTION B-B SILT FENCE 18 x18" PRECAST CONCRETE CATCH BASIN NOTES: 0 1. CONCRETE - 3.500 PSI MINIMUM STRENGTH 0 28 DAYS 2. DESIGN LOADING - AASHTO HS20-44 14 1 .21 3. EARTH COVER - 0 TO 5 FEET 4. JOINT - LAPPED CONSTRUCTION > S_ COVER AS SUPPLIED MANUFACTU M FINISHED GRADE 1 M 0 0 THE PAVED STREET ADJACENT TO U Pole THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE EXCESS MUD, DIRT, OR ROCK TRACKED NOS2' POLYOLEFIN 50 IF-t R O� W. GRATE W/ U.1V. INHOTORS NOS $* RISER IF REQUIRED SLOPE TO DRAIN FROM THE SITE . I S- OF W OW94ED AND COMPACTED STONE FOOTING DRAIN PIPE WEIGHTED, VARIABLE LEVEL FLOAT SWITCH PUMP OFF=0.50 PUMP 1 ON=1.50 ALARM=2.50 t BASE ELEVATION=0.0 3'0 DEEP FIBERGLASS PUMP BASIN (MODEL 31-1451 AS MANUFACTURED BY ZOELLER) WITH (1)-ZOELLER MODEL M55 SINGLE SEAL SUBMERSIBLE PUMP, WITH 2" NPT DISCHARGE. PUMPS SHALL BE U.L. AND C.S.A. LISTED. I IIII--m MZTA� MENNEFT"Im. 70 POWER SUPPLY INTERMEDIATE STABILIZER BRACKET SCR. 40 -PIPING AND FITTINGS (EACH PUMP) 2-INCH 40 CHECK VALVE 2-INCH 40 PIPING AND VALVES SCR. SCR. DISTURBED EARTH lull' SUBBASE JRSE TYPE 2 NOIES: ALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING v E VRISDICTION AT LEAST 2 DAYS PRIOR TO FINISH, C I 1. SPREAD TOPSOIL EVENLY OVER AREAS TO BE SEEDED. t iN 7 2 nN RMI ImIr- I I— HAND RAKE LEVEL BROADCAST 1.25 LB. BAG OF JONATHA y lN GREEN "FASTGROW MIX OR EQUAL OVER AREA TO BE LL EROSION CONTROL MEASURES REMOVED AND GRASS ESTABLISHED. SEEDED. APPLY STRAW MULCH AND WATER WITHIN 2 DA ALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING OF COMPLETION OF TOPSOIUNG CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. AT LEAST 2 DAYS PRIOR TO FINISH. DRAIN z PROPOSED SITE IMPROVEMENTS 0 W 3 HOLLY LANE STORMWATER MANAGEMENT 3 HOLLY LANE f5 z VILLAGE OF RYE BROOK r, PLAN BASED UPON EXISTING INFORMATION z 0 :2 0 PROVIDED BY THE MUNSON COMPANY, DATED 0 Jkl WESTCHESTER COUNTY NEW YORK W MAY 9v 2000 AND SUPPLEMENTED BY 0 < R .0 U- W WESTCHESTER COUNTY GIS TOPOGRAPHIC DATA an cn STORMWATER MANAGEMENT PLAN z x W She t W Date: z GRAPHIC SCALE 05 HUDSO NN scale: 1- lo: - - r)­*­.A Q­ V INSTALL 2"-INCH POSTS z0av 8 SUPPORT NET POST & FRI LTER FABRIC ZC710V A FLOW TOP VIEW B E ACKFILL -..--FLOW STEC) 760WV A NATIVE SOIL TOE -IN METHOD JOINING SECTIONS OF FENCING INSTALLATION NO=, 1. EXCAVATE A 4 INCH * 4 INCH TRENCH ALONG THE LOWER PERIMETER OF THE SITE. 2. UNROLL A SECTION AT A 71ME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM)WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW) 3 , , DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 4. LAY THE TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL THE TRENCH AND TAMP THE SOIL STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. 5. JOIN SECTIONS AS SHOWN ABOVE. HOLLY LN COUNTRY RIDGE DR LOCATION MAP, SCALE: 1"=250; W PAPK',VOODPL ii P, BOXWOOD PL GENERAL NQTES: 1. THENSTRUCENGINTIOEERN. TSHALL NOT BE RESPONSIBLE FOR HE SUPERVISION OF THE STABILIZED CONSTRUCTION ENTRANCE CO 2. NO CHANGES SHALL BE MADE TO THESE PLANS EXCEPT AS PER NYS LAW CHAPTF., 987. 3. ALL WORK AND MATERIALS SHALL COMPLY WT . BUT NOT LIMITED TO ACI, 'CODE, 25' MIN. WIDTH 4. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHAU_ BE FIELD VERIFIED AND 7,2E ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES. 1121191111111orm 5. ALL CHANGES MADE TO THE PLANS SHALL BE AP!,PIROVED BY THE ENGINEER AND ANY 11rvW__ 3 in. CLEAN STONE 1- 0 SUCH CHANGES SHALL BE FILED AS AMENDMENTS TO THE ORIGINAL BUILDING PERmil-F. 6. THE CONTRACTOR SHALL SUPERVISE AND DIRECT TH;E WORK USING HIS BEST SKL 'ILAND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, COMPACTED SUBGRADE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE THE CON SHALLWORK BEUNDER RESPONSIBLETRTOAC'THE OWNER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYE S, AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTACT WITH TH,�7 CONTRACTOR. 8. SAFETY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND START AT EXIST. SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL AGENCIES IN EFFECT DURING THE PAVEMERT PERIOD OF CONSTRUCTION. 9. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL MAKE APPLICATION TO RECEIVE ALL NECESSARY PERMITS TO PERFORM THE WORK UNDER CONTRACT. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL BE LICENSED TO DO ALL WORK AS REQUIRED BY THE LOCAL, COUNTY, AND STATE AGENCIES WHICH MAY HAVE JURISDICTION OVER T1110SE 5V MIN. LENGTH TRADES, AND SHALL PRESENT THE OWNER WITH COPIES OF ALL LICENSES AND INSURANCE CERTIFICATES. PLAN 10. FINAL GRADING AROUND THE BUILDING AREA SHALL SLOPE AWAY FROM THE STIIRI_jr.� ' 'URE. 11. ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS MISTALLAIM NOYM 12. ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE Cr RING 1. STONE SIZE 3- STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. CONSTRUCTION, REMODELING AND DEMOLITION WORK. PROTECTION MUST BE PROV, ',-D 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE FOR FOOTINGS, FOUNDATIONS, PARTY WALLS, CHIMNEYS, SKYLIGHTS AND ROOFS, RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. PROVISIONS SHALL BE MADE TO CONTROL WATER RUNOFF AND EROSION DURING 3. THICKNESS LESS THAN SIX (6) INCHES. CONSTRUCTION OR DEMOLITION ACTIVITIES. THE PERSON MAKING OR CAUSING AN 4. WIDTH - 25 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE EXCAVATION TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO THE OWNERS OF INGRESS OR EGRESS OCCUR. ADJOINING BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE MADE AND !JIAT 5. FILTER CLOTH FILTER CLOTH WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. THE ADJOINING BUILDING SHOULD BE PROTECTED, SAID NOTIFICATION SHALL BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE SCHEDULED ENTRANCES SHALL EXCAVATION. BERM WITH 5.1 SLOPES WILL BE PERMITTED. 13 OWNER SHALL INSURE THAT THE INSURANCE PROVIOED BY THE CONTRACTOR TO 7. MAINTENANCE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT PERFORM THE WORK SHALL BE ENDORSED TO NAmE HUDSON'-ENGINEERING & TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY THIS MAY REQUIRE PERIODIC CONSULTING, P.C., AND ANY DIRECTORS, OFFICERS. EMPLOYEES, SUBSIDIARIES, ANI, TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED. DROPPED, AFFILIATES, AS ADDITIONAL INSURED ON ALL POLICIES AND HOLD HARMLESS DOCUmi�NTS, WASHED OR TRACKED ONTO PUBLIC RIGHT OF WAY MUST BE REMOVED IMMEDIATELY. AND SHALL STIPULATE THAT THIS INSURANCE IS PRIMARY, AND THAT ANY OTHER S. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO INSURANCE OR SELF-INSURANCE MAINTAINED BY HUDSON ENGINEERING PUBLIC RIGHT OF WAY WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA P.C., SHALL BE EXCESS ONLY AND SHALL NOT BE CALLED UPON TO CONTRIBU_'1-1E --H STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. THIS INSURANCE ISO ADDITIONAL INSURED ENDORSEMENT FORM NUMBER CG20'10 J85 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. UNDER GL. COPIES OF THE INSURANCE POLICIES SHALL BE SUBMITTED TO HUDSO;�` ENGINEERING & CONSULTING, P.C., FOR APPROVAL PRIOR TO THE SIGNING OF THE CONTRACT. 6" DEPRESSION 14. INDUS RIAL CODE RULE 753: THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO THE START OF HIS OPERATIONS AND SHALL COm!�I_Y 6" TOP SOIL ALL THE LATEST INDUSTRIAL CODE RULE 753 REGULATIONS. (SEE NOTE 1.) IbISI&LA_00 & MAINTENANCE EROSION CQNTIRQL: CONSTRUCTION SCHEDULE NOTIFY 'A PRIOR TO APPSTRART.OPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 5 DAYS 4. ERQ51ON CONTROL MEASURES INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. GEOTEXTILE FILTER FABRIC ALL AROUND INSPEC11ON BY MUNICIPALIJY (TO BE PERFORMED DURING ALL PHASES OF CONSTRUC-nON1 3/4- TO 1 1/2- AFTER ANY RAIN CAUSING RUNOFF, CONTRACTOR TO INSPECT HAYBALES, ETC. AND WASHED GRAVEL OR REMOVE ANY EXCESSIVE SEDIMENT AND INSPECT STOCKPILES AND CORRECT ANY CRUSHED STONE PROBLEMS �0 N INSPECTIONS SHALL BE DOCUMENTED IN WRITING AND 'SUBMITTED TO THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION. INSPECTION BY MUNICI REMOVE UNNEEDED SUBGRADE FROM SITE. 4" PERFORATED PVC CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. 011- IN2ECTION BY APING SPREAD TOPSOIL EVENLY OVER AREAS TO BE SEEDED. HAND RAKE LEVEL. C4 BROADCAST 1.25 LB. BAG OF JONATHAN GREEN 'FAST(' ROw` m1vA OR EQUAL OVER AREA TO BE SEEDED. APPLY STRAW MULCH AND WATER WITHIN 2 DAYS OF SIX COMPLETION OF TOPSOILING. CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. 24* IN2ECTION BY 7r; I V , FE-"L k_ OP ESTABLISHED. < I; ALL APPLICABLE CODES, INCUJJL)IN" RISC, ZONING, AND THE NEW YORK STATE BUILDING SECTION FILTER FABRIC 7. THE CONTRACOR E , J -USE -NOT -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE, STARTING BE -PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE , -THE L. CONS UL`-!NGS. SURFACE WATER -ALL SURFACE WATER FLOWING -OR diVERTED TOWARd GONSTRUCTtON , , , T WITH OF MAINTENANCE WITH SEED ESTABLISHMENT. PALITY -FINAL GRADING MUNICIPALITY - LANDSC MUNICIPALITY -FINAL LANDSCAPING GRASS PROVIDE BOOT OR RING FOR PVC OR DIP PIPE OPENING IN CATCH BASIV , , PROJECT: CURTAIN 8c B ri c k Lj Unit #4 REBAR ------------- @ 10- 0. C. (TYP.) 22 LF 6* SDR-35 PVC PIPE 0 1.OX �House # 3) Chimney 3,500 PSI PROPOSED ROOF LEADER CONCRETE EXISTING DRAIN INLET INV=8-4" A' PL�CE WITH NE G a I .j I FRENST:4 8-&- INV=7'- 17,56 A. �7 F7 n T6" SUBBASE - fed COURSE TYPE 2 Roor pro ects 2.0' UNDISTURBED SECTION A -A FEQVe projects 2.00 1 EARTH • ALILKA110Rb OR REVISIONS or mcm pows, motes E BY OR "i THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER "REPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. 1' MIN. 2' MAX: 3" STONE-/ M WA "DQUGkjNUr DETAIL CONSTRUCTION SPECIFICATION 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. FOUNDATION SHALL BE 2 INCHES MINIMUM BELOW REST OF INLET AND BLOCKS SHALL BE PLACED AGAINST INLET FOR SUPPORT. 2, HARDWARECLOTH OR 1/2- WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS TO SUPPORT STONE. 3. USE CLEAN STONE OR GRAVEL 1/2-3/4 INCH IN DIAMETER PLACED 2 INCHES BELOW TOP OF BLOCK ON A 2:1 SLOPE OR FLATTER, 4. FOR STONE STRUCTURES ONLY, A 1 FOOT THICK LAYER OF THE FILTER STONE WILL BE PLACED AGAINST THE 3 INCH STONE AS SHOWN ON THE DRAWINGS. MAXIMUM DRAINAGE AREA 1 ACRE. BAST 5" Over gave e. OLWC. IV LMPJN BACKFILL VATH COMPACTED SOIL NDS 12" SQUARE CATCH BASIN OR APPROVED EQUAL NDS UNIVERSAL OUTLET ,.e- NOS UNIVERSAL OUTLET SECTION B-B SILT FENCE 18 x18" PRECAST CONCRETE CATCH BASIN NOTES: 0 1. CONCRETE - 3.500 PSI MINIMUM STRENGTH 0 28 DAYS 2. DESIGN LOADING - AASHTO HS20-44 14 1 .21 3. EARTH COVER - 0 TO 5 FEET 4. JOINT - LAPPED CONSTRUCTION > S_ COVER AS SUPPLIED MANUFACTU M FINISHED GRADE 1 M 0 0 THE PAVED STREET ADJACENT TO U Pole THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE EXCESS MUD, DIRT, OR ROCK TRACKED NOS2' POLYOLEFIN 50 IF-t R O� W. GRATE W/ U.1V. INHOTORS NOS $* RISER IF REQUIRED SLOPE TO DRAIN FROM THE SITE . I S- OF W OW94ED AND COMPACTED STONE FOOTING DRAIN PIPE WEIGHTED, VARIABLE LEVEL FLOAT SWITCH PUMP OFF=0.50 PUMP 1 ON=1.50 ALARM=2.50 t BASE ELEVATION=0.0 3'0 DEEP FIBERGLASS PUMP BASIN (MODEL 31-1451 AS MANUFACTURED BY ZOELLER) WITH (1)-ZOELLER MODEL M55 SINGLE SEAL SUBMERSIBLE PUMP, WITH 2" NPT DISCHARGE. PUMPS SHALL BE U.L. AND C.S.A. LISTED. I IIII--m MZTA� MENNEFT"Im. 70 POWER SUPPLY INTERMEDIATE STABILIZER BRACKET SCR. 40 -PIPING AND FITTINGS (EACH PUMP) 2-INCH 40 CHECK VALVE 2-INCH 40 PIPING AND VALVES SCR. SCR. DISTURBED EARTH lull' SUBBASE JRSE TYPE 2 NOIES: ALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING v E VRISDICTION AT LEAST 2 DAYS PRIOR TO FINISH, C I 1. SPREAD TOPSOIL EVENLY OVER AREAS TO BE SEEDED. t iN 7 2 nN RMI ImIr- I I— HAND RAKE LEVEL BROADCAST 1.25 LB. BAG OF JONATHA y lN GREEN "FASTGROW MIX OR EQUAL OVER AREA TO BE LL EROSION CONTROL MEASURES REMOVED AND GRASS ESTABLISHED. SEEDED. APPLY STRAW MULCH AND WATER WITHIN 2 DA ALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING OF COMPLETION OF TOPSOIUNG CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. AT LEAST 2 DAYS PRIOR TO FINISH. DRAIN z PROPOSED SITE IMPROVEMENTS 0 W 3 HOLLY LANE STORMWATER MANAGEMENT 3 HOLLY LANE f5 z VILLAGE OF RYE BROOK r, PLAN BASED UPON EXISTING INFORMATION z 0 :2 0 PROVIDED BY THE MUNSON COMPANY, DATED 0 Jkl WESTCHESTER COUNTY NEW YORK W MAY 9v 2000 AND SUPPLEMENTED BY 0 < R .0 U- W WESTCHESTER COUNTY GIS TOPOGRAPHIC DATA an cn STORMWATER MANAGEMENT PLAN z x W She t W Date: z GRAPHIC SCALE 05 HUDSO NN scale: 1- lo: - - r)­*­.A Q­ V INSTALL 2"-INCH POSTS z0av 8 SUPPORT NET POST & FRI LTER FABRIC ZC710V A FLOW TOP VIEW B E ACKFILL -..--FLOW STEC) 760WV A NATIVE SOIL TOE -IN METHOD JOINING SECTIONS OF FENCING INSTALLATION NO=, 1. EXCAVATE A 4 INCH * 4 INCH TRENCH ALONG THE LOWER PERIMETER OF THE SITE. 2. UNROLL A SECTION AT A 71ME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM)WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW) 3 , , DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 4. LAY THE TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL THE TRENCH AND TAMP THE SOIL STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. 5. JOIN SECTIONS AS SHOWN ABOVE. HOLLY LN COUNTRY RIDGE DR LOCATION MAP, SCALE: 1"=250; W PAPK',VOODPL ii P, BOXWOOD PL GENERAL NQTES: 1. THENSTRUCENGINTIOEERN. TSHALL NOT BE RESPONSIBLE FOR HE SUPERVISION OF THE STABILIZED CONSTRUCTION ENTRANCE CO 2. NO CHANGES SHALL BE MADE TO THESE PLANS EXCEPT AS PER NYS LAW CHAPTF., 987. 3. ALL WORK AND MATERIALS SHALL COMPLY WT . BUT NOT LIMITED TO ACI, 'CODE, 25' MIN. WIDTH 4. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHAU_ BE FIELD VERIFIED AND 7,2E ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES. 1121191111111orm 5. ALL CHANGES MADE TO THE PLANS SHALL BE AP!,PIROVED BY THE ENGINEER AND ANY 11rvW__ 3 in. CLEAN STONE 1- 0 SUCH CHANGES SHALL BE FILED AS AMENDMENTS TO THE ORIGINAL BUILDING PERmil-F. 6. THE CONTRACTOR SHALL SUPERVISE AND DIRECT TH;E WORK USING HIS BEST SKL 'ILAND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, COMPACTED SUBGRADE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE THE CON SHALLWORK BEUNDER RESPONSIBLETRTOAC'THE OWNER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYE S, AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTACT WITH TH,�7 CONTRACTOR. 8. SAFETY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND START AT EXIST. SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL AGENCIES IN EFFECT DURING THE PAVEMERT PERIOD OF CONSTRUCTION. 9. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL MAKE APPLICATION TO RECEIVE ALL NECESSARY PERMITS TO PERFORM THE WORK UNDER CONTRACT. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL BE LICENSED TO DO ALL WORK AS REQUIRED BY THE LOCAL, COUNTY, AND STATE AGENCIES WHICH MAY HAVE JURISDICTION OVER T1110SE 5V MIN. LENGTH TRADES, AND SHALL PRESENT THE OWNER WITH COPIES OF ALL LICENSES AND INSURANCE CERTIFICATES. PLAN 10. FINAL GRADING AROUND THE BUILDING AREA SHALL SLOPE AWAY FROM THE STIIRI_jr.� ' 'URE. 11. ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS MISTALLAIM NOYM 12. ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE Cr RING 1. STONE SIZE 3- STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. CONSTRUCTION, REMODELING AND DEMOLITION WORK. PROTECTION MUST BE PROV, ',-D 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE FOR FOOTINGS, FOUNDATIONS, PARTY WALLS, CHIMNEYS, SKYLIGHTS AND ROOFS, RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. PROVISIONS SHALL BE MADE TO CONTROL WATER RUNOFF AND EROSION DURING 3. THICKNESS LESS THAN SIX (6) INCHES. CONSTRUCTION OR DEMOLITION ACTIVITIES. THE PERSON MAKING OR CAUSING AN 4. WIDTH - 25 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE EXCAVATION TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO THE OWNERS OF INGRESS OR EGRESS OCCUR. ADJOINING BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE MADE AND !JIAT 5. FILTER CLOTH FILTER CLOTH WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. THE ADJOINING BUILDING SHOULD BE PROTECTED, SAID NOTIFICATION SHALL BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE SCHEDULED ENTRANCES SHALL EXCAVATION. BERM WITH 5.1 SLOPES WILL BE PERMITTED. 13 OWNER SHALL INSURE THAT THE INSURANCE PROVIOED BY THE CONTRACTOR TO 7. MAINTENANCE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT PERFORM THE WORK SHALL BE ENDORSED TO NAmE HUDSON'-ENGINEERING & TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY THIS MAY REQUIRE PERIODIC CONSULTING, P.C., AND ANY DIRECTORS, OFFICERS. EMPLOYEES, SUBSIDIARIES, ANI, TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED. DROPPED, AFFILIATES, AS ADDITIONAL INSURED ON ALL POLICIES AND HOLD HARMLESS DOCUmi�NTS, WASHED OR TRACKED ONTO PUBLIC RIGHT OF WAY MUST BE REMOVED IMMEDIATELY. AND SHALL STIPULATE THAT THIS INSURANCE IS PRIMARY, AND THAT ANY OTHER S. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO INSURANCE OR SELF-INSURANCE MAINTAINED BY HUDSON ENGINEERING PUBLIC RIGHT OF WAY WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA P.C., SHALL BE EXCESS ONLY AND SHALL NOT BE CALLED UPON TO CONTRIBU_'1-1E --H STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. THIS INSURANCE ISO ADDITIONAL INSURED ENDORSEMENT FORM NUMBER CG20'10 J85 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. UNDER GL. COPIES OF THE INSURANCE POLICIES SHALL BE SUBMITTED TO HUDSO;�` ENGINEERING & CONSULTING, P.C., FOR APPROVAL PRIOR TO THE SIGNING OF THE CONTRACT. 6" DEPRESSION 14. INDUS RIAL CODE RULE 753: THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO THE START OF HIS OPERATIONS AND SHALL COm!�I_Y 6" TOP SOIL ALL THE LATEST INDUSTRIAL CODE RULE 753 REGULATIONS. (SEE NOTE 1.) IbISI&LA_00 & MAINTENANCE EROSION CQNTIRQL: CONSTRUCTION SCHEDULE NOTIFY 'A PRIOR TO APPSTRART.OPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 5 DAYS 4. ERQ51ON CONTROL MEASURES INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. GEOTEXTILE FILTER FABRIC ALL AROUND INSPEC11ON BY MUNICIPALIJY (TO BE PERFORMED DURING ALL PHASES OF CONSTRUC-nON1 3/4- TO 1 1/2- AFTER ANY RAIN CAUSING RUNOFF, CONTRACTOR TO INSPECT HAYBALES, ETC. AND WASHED GRAVEL OR REMOVE ANY EXCESSIVE SEDIMENT AND INSPECT STOCKPILES AND CORRECT ANY CRUSHED STONE PROBLEMS �0 N INSPECTIONS SHALL BE DOCUMENTED IN WRITING AND 'SUBMITTED TO THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION. INSPECTION BY MUNICI REMOVE UNNEEDED SUBGRADE FROM SITE. 4" PERFORATED PVC CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. 011- IN2ECTION BY APING SPREAD TOPSOIL EVENLY OVER AREAS TO BE SEEDED. HAND RAKE LEVEL. C4 BROADCAST 1.25 LB. BAG OF JONATHAN GREEN 'FAST(' ROw` m1vA OR EQUAL OVER AREA TO BE SEEDED. APPLY STRAW MULCH AND WATER WITHIN 2 DAYS OF SIX COMPLETION OF TOPSOILING. CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. 24* IN2ECTION BY 7r; I V , FE-"L k_ OP ESTABLISHED. < I; ALL APPLICABLE CODES, INCUJJL)IN" RISC, ZONING, AND THE NEW YORK STATE BUILDING SECTION FILTER FABRIC 7. THE CONTRACOR E , J -USE -NOT -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE, STARTING BE -PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE , -THE L. CONS UL`-!NGS. SURFACE WATER -ALL SURFACE WATER FLOWING -OR diVERTED TOWARd GONSTRUCTtON , , , T WITH OF MAINTENANCE WITH SEED ESTABLISHMENT. PALITY -FINAL GRADING MUNICIPALITY - LANDSC MUNICIPALITY -FINAL LANDSCAPING GRASS PROVIDE BOOT OR RING FOR PVC OR DIP PIPE OPENING IN CATCH BASIV , , PROJECT: CURTAIN 8c B ri c k Lj Unit #4 REBAR ------------- @ 10- 0. C. (TYP.) 22 LF 6* SDR-35 PVC PIPE 0 1.OX �House # 3) Chimney 3,500 PSI PROPOSED ROOF LEADER CONCRETE EXISTING DRAIN INLET INV=8-4" A' PL�CE WITH NE G a I .j I FRENST:4 8-&- INV=7'- 17,56 A. �7 F7 n T6" SUBBASE - fed COURSE TYPE 2 Roor pro ects 2.0' UNDISTURBED SECTION A -A FEQVe projects 2.00 1 EARTH • ALILKA110Rb OR REVISIONS or mcm pows, motes E BY OR "i THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER "REPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. , , PROJECT: CURTAIN 8c B ri c k Lj Unit #4 REBAR ------------- @ 10- 0. C. (TYP.) 22 LF 6* SDR-35 PVC PIPE 0 1.OX �House # 3) Chimney 3,500 PSI PROPOSED ROOF LEADER CONCRETE EXISTING DRAIN INLET INV=8-4" A' PL�CE WITH NE G a I .j I FRENST:4 8-&- INV=7'- 17,56 A. �7 F7 n T6" SUBBASE - fed COURSE TYPE 2 Roor pro ects 2.0' UNDISTURBED SECTION A -A FEQVe projects 2.00 1 EARTH • ALILKA110Rb OR REVISIONS or mcm pows, motes E BY OR "i THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER "REPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW.