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Also attached to this agenda item: 80 Olcott

SITE EXISTING FENCE IN FRONT OF PROPERTY TO BE REMOVED ±9' EXISTING DROP INLET AND ±9 FEET OF EXISTING 6" PVC PIPE TO BE REMOVED TO PROPERTY LINE. REMAINDER OF EXISTING 6" PVC PIPE TO BE CONNECTED TO PROPOSED YARD DRAIN 1 (SEE SHEET SP-1.1 FOR MORE INFORMATION.) 12' 12' PROPOSED RESIDENCE AT OLCOTT AVENUE FOR LOCATION: 80 OLCOTT AVENUE VILLAGE OF CROTON-ON-HUDSON, NEW YORK 80 OLCOTT AVENUE LLC EXISTING CONDITIONS REVISIONS TIMOTHY L. CRONIN III LICENSE 062980 JOB : DATE: JULY 2, 2019 PROJECT: DORAN - 80 OLCOTT AVE. KCS/TC3 DRAWN: KAA LOT: BLOCK: SECTION: 79.9 TAX ID:  REASON DATE LOCATION MAP SCALE: 1" 200' APPLICANT 80 OLCOTT AVENUE LLC SCALE: 1" 10 FT. TOTAL AREA OF PARCEL IS ±9,763 SQUARE FEET. SURVEY AND TOPOGRAPHIC DATA SHOWN HEREON IS TAKEN FROM A SURVEY PREPARED BY BADEY WATSON SURVEYING ENGINEERING, P.C. FOR DORAN HOMES CORP DATED FEBRUARY 5, 2018. PARCEL IS LOCATED IN AN RA-5 ZONING DISTRICT. 1) 2) 3) (914) 736-3664 C52N,N (N*,N((5,N* 352)(66,2NAL (N*,N((5,N* C2N68L7,N* 39 Arlo Lane Cortlandt Manor, New York 10567 SCALE: 1" 10' EXISTING CONDITIONS 111 RIDGECREST ROAD BRIARCLIFF MANOR, NEW YORK 10510 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2019" BY CRONIN ENGINEERING, P.E., P.C. ALL RIGHTS RESERVED. EXISTING CONTOUR EXISTING SLOPES > 35% LEGEND EXISTING SLOPES 15% TO 25% EXISTING SLOPES 25% TO 35% EXISTING TREE EXISTING TREE TO BE REMOVED SITE DISTURBANCE (SLOPES) 15% TO 25% SLOPES 25% TO 35% SLOPES >35% SLOPES OVERALL SITE TOTAL AREA (SQ. FT.) DISTURBED (SQ. FT.) 1,139 TOTAL STEEP SLOPES 1,497 1,139 1,497 SLOPE CALCULATIONS 15% TO 25% SLOPES 25% TO 35% SLOPES >35% SLOPES DIST. AREA (SQ. FT.) WEIGHING FACTOR 1.0 1.5 3.0 TOTAL STEEP SLOPES ADJ. AREA (SQ. FT.) 1,139 1,802 < 13,068 1,139 1,497 NOTE: TOTAL STEEP SLOPE DISTURBANCE IS 1,497 SQUARE FEET WHICH IS LESS THAN LESS THAN HALF THE TOTAL LOT AREA (6,250/2 3,125 SQUARE FEET). SLOPE DISTURBANCES DO NOT MEET ANY OTHER THRESHOLDS DESCRIBED IN SECTION 195-3 OF THE VILLAGE CODE THEREFORE THE STEEP SLOPES ARE NOT REGULATED BY THE VILLAGE CODE. NOTE: DISTURBANCE OF THE ENTIRE PARCEL IS ASSUMED ALTHOUGH TREES INCLUDING THE 48" OAK AND ITS SURROUNDING AREA NEAR THE WESTERN CORNER OF THE PROPERTY IS TO BE PRESERVED. EC-0.1 SHEET 1 OF 3 LIST OF DRAWINGS SHEET TITLE SHEET NUMBER TITLE ISSUE DATE LAST REVISED EC-0.1 1 OF 3 EXISTING CONDITIONS JUNE 20, 2019 --- SP-1.1 2 OF 3 SITE DEVELOPMENT PLAN JUNE 20, 2019 --- UD-2.1 3 OF 3 CONSTRUCTION DETAILS JUNE 20, 2019 --- PER PHONE COMMENTS FROM VILLAGE 7/5/19 AND 7/9/19 JULY 9, 2019 SITE PROPOSED RESIDENCE FF 235.5 CELLAR 226.5 GAR 231.0 YARD DRAIN 1 RIM ±230.5 INV(IN) ±227.0 INV(EXIST) ±226.5 YARD DRAIN 2 RIM ±232.0 INV(IN) ±229.5 INV(INFILTRATORS) ±227.5 INV(OUT) ±229.5 54'-0" OF 6" PVC PIPE @4.6% 30'-8" OF 6" PVC PIPE @0.0% [ TW 230.0 BW 229.0 PROPOSED 2-1/2" TO 3" CALIPER FLOWERING CHERRY EXISTING DRAINAGE PIPE 10.00' EXISTING STORM SEWER EASEMENT [ PROPOSED 34" OR 1" TYPE K COPPER WATER SERVICE PROPOSED SEWER INV. IN 220.6 [ 234.5 PORCH ELEV. 234.5 PROPOSED SEWER INV. OUT 228.0 [ 231.0 DRIVEWAY PROPOSED HOLLY SHRUBS APPROXIMATE LOCATION OF EXISTING 12'[12' SANITARY SEWER EASEMENT DESCRIBED IN AN UNRECORDED DOCUMENT DATED MAY 4, 1954 FROM SEWARD TO THE VILLAGE OF CROTON-ON-HUDSON(TO BE VERIFIED IN FIELD) INFILTRATION BED (SEE DETAIL) CULTEC INV 226.5 GRAVEL INV 226.0 PIPE INV 227.5 PROVIDE INSPECTION PORTS WITH 6" CONCRETE COLLARS EXISTING SIDEWALK TO BE MAINTAINED DURING CONSTRUCTION FOR PEDESTRIAN USE AND UTILITY ACCESS USING TEMPORARY ASPHALT OR APPROVED EQUAL. PROPOSED SILT FENCE (TYPICAL) ±3'-4" PVC TO CONNECT EXISTING 6" PVC PIPE FROM EXISTING MANHOLE TO PROPOSED YARD DRAIN 1 PROPOSED BASEMENT EGRESS TO BE LOCATED AS REQUIRED IN FIELD TO PREVENT ENCROACHMENT ON EXISTING 10'W STORM SEWER EASEMENT APPROXIMATE LOCATION OF EXISTING 8" SANITARY SEWER PIPE (TO BE VERIFIED IN FIELD) RL RL PROPOSED ROOF LEADERS TO DISCHARGE TO PROPOSED YARD DRAIN 2 LEVEL PITCH PITCH 232.5 PROPOSED 2" CALIPER SUGAR MAPLE A A NOTE: WINDOW WELLS TO BE LOCATED IN FIELD TO PREVENT ENCROACHMENT ON EXISTING 10' STORM SEWER EASEMENT PROVIDE GRASS SWALE TO DIVERT WATER FROM PROPOSED DRIVEWAY AND CONCRETE PAD PROPOSED FOUNDATION PLANTINGS KEEP AWAY FROM EXISTING 48"Ø OAK DURING CONSTRUCTION. EXISTING 48"Ø OAK TREE TO BE PROTECTED WITH ARMOR AND FENCING DURING CONSTRUCTION (SEE DETAILS ON SHEET UD-2.1) WIDTH OF APRON TO MATCH WIDTH OF PROPOSED DRIVEWAY PROPOSED PVC SDR35 SEWER SERVICE AT MIN. 2% PITCH DRIVEWAY APRON TO BE REPLACED. TW 229.0 BW 228.5 [ [ [ 234.2 233.5 234.9 PROVIDE GRASS SWALE TO DIVERT WATER FROM HOUSE TO YARD DRAIN 3 YARD DRAIN 3 RIM 233.5 INV. OUT 230.5 31'-3" OF 6" PVC PIPE @3.2% 12' 12' ± 2.8% PITCH FFE 235.5 GRADE ± 234.0 1'-6" RESIDENCE PROPOSED CELLAR T/O FOUNDATION ± 234.5 6" MIN. PROPOSED RESIDENCE AT OLCOTT AVENUE FOR LOCATION: 80 OLCOTT AVENUE VILLAGE OF CROTON-ON-HUDSON, NEW YORK 80 OLCOTT AVENUE LLC SITE DEVELOPMENT PLAN REVISIONS TIMOTHY L. CRONIN III LICENSE 062980 JOB : DATE: JULY 2, 2019 PROJECT: DORAN - 80 OLCOTT AVE. KCS/TC3 DRAWN: KAA LOT: BLOCK: SECTION: 79.9 TAX ID:  REASON DATE LOCATION MAP SCALE: 1" 200' APPLICANT 80 OLCOTT AVENUE LLC SCALE: 1" 10 FT. TOTAL AREA OF PARCEL IS ±9,763 SQUARE FEET. SURVEY AND TOPOGRAPHIC DATA SHOWN HEREON IS TAKEN FROM A SURVEY PREPARED BY BADEY WATSON SURVEYING ENGINEERING, P.C. FOR DORAN HOMES CORP DATED FEBRUARY 5, 2018. PARCEL IS LOCATED IN AN RA-5 ZONING DISTRICT. 1) 2) 3) (ONE FAMILY RESIDENCE) ZONING DISTRICT ZONING DATA CHART - RA-5 5,000 S.F. 50 L.F. 15 L.F. 100 L.F. 8 L.F. 20 L.F. ONE SIDE YARD BOTH SIDE YARDS LOT AREA LOT WIDTH LOT DEPTH FRONT YARD 2 1/2 MAX. >880 S.F. 40% MAX. 35 MAX. (FEET) BUILDING COVERAGE (PERCENT) BUILDING HEIGHT (STORIES) OFF-STREET PARKING SPACES (FLOOR AREA/DWELLING UNIT) HABITABLE REAR YARD 25 L.F. 6,250 S.F. 50 L.F. 15.5 L.F. 125 L.F. 8.5 L.F. 20.5 L.F. 49 L.F. 2 1/2 ±2,277 S.F.* ±24% <35 REQUIRED 0.55 FLOOR AREA RATIO ±0.36 (914) 736-3664 C52N,N (N*,N((5,N* 352)(66,2NAL (N*,N((5,N* C2N68L7,N* 39 Arlo Lane Cortlandt Manor, New York 10567 PROVIDED EXISTING CONTOUR LEGEND PROPOSED CONTOUR PROPOSED RETAINING WALL PROPOSED SEWER SERVICE SCALE: 1" 10' SITE DEVELOPMENT PROPOSED 3/4" OR 1" TYPE K 111 RIDGECREST ROAD BRIARCLIFF MANOR, NEW YORK 10510 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2019" BY CRONIN ENGINEERING, P.E., P.C. ALL RIGHTS RESERVED. * HABITABLE FLOOR AREA APPROXIMATE. SEE ARCHITECTURAL PLANS FOR EXACT FIGURE. DRAINAGE NOTES ALL ROOF LEADERS FROM PROPOSED RESIDENCE SHALL CONNECT TO YARD DRAIN 2 WITH 6" PVC PIPE. DEEP AND PERCOLATION TESTING SHALL BE PERFORMED IN THE VICINITY OF THE PROPOSED INFILTRATION SYSTEM WITH RESULTS PROVIDED TO THE VILLAGE ENGINEER PRIOR TO INSTALLATION OF THE INFILTRATION SYSTEM. SHOULD A PERCOLATION VALUE OF LESS THAN 1" DROP IN 15 MINUTES OR LESS THAN 3 FEET OF SOIL BE FOUND BELOW THE CHAMBER SYSTEM BOTTOM, A REPORT FOR A REDESIGNED SYSTEM SHALL BE SUBMITTED TO AND APPROVED BY THE VILLAGE ENGINEER PRIOR TO INFILTRATION SYSTEM INSTALLATION. 1) 2) EROSION CONTROL NOTES ADDITIONAL SILT FENCE AND OTHER EROSION CONTROL MEASURES MAY BE REQUIRED THROUGH THE COURSE OF CONSTRUCTION AS REQUIRED BY THE VILLAGE OR CONSULTING ENGINEER. PROVIDE TEMPORARY STABILIZATION (SEED AND MULCH OR APPROVED EQUIVALENT) TO ALL DISTURBED AREAS TO BE LEFT IDLE FOR 14 DAYS OR LONGER. PROVIDE TOPSOIL, SEED AND MULCH WITHIN SEVEN DAYS FOR ALL DISTURBED AREAS WHERE WORK IS COMPLETED. ALL DISTURBED AREAS NOT COVERED WITH HARD IMPROVEMENTS OR LANDSCAPING SHALL BE TOPSOILED, SEEDED AND MULCHED WITHIN SEVEN DAYS OF FINAL DISTURBANCE. 1) 2) 3) PROPOSED SILT FENCE PROPOSED STABILIZED CONSTRUCTION ENTRANCE PROPOSED INLET PROTECTION ZONING SETBACK LINE COPPER WATER SERVICE SP-1.1 SHEET 2 OF 3 10' MIN. AT SITE ENTRANCE TO STREET 15' LONG MIN. PROVIDE 3" CLEAN CRUSHED STONE OR GRAVEL PROVIDE 3" CLEAN CRUSHED STONE OR GRAVEL TO DEPTH OF 1' PROVIDE GEOTEXTILE FILTER FABRIC ON SIDES AND BOTTOM COMPACT SUBGRADE INSTALLATION NOTES: 1. STONE SIZE SHALL BE 3" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT ONLY. 2. LENGTH SHALL BE AS SHOWN BUT NOT LESS THAN 15' 3. THE THICKNESS SHALL BE NO LESS THAN 12" AT THE CONSTRUCTION ENTRANCE. 4. THE WIDTH SHALL BE 10' AT A MINIMUM BUT NOT LESS THAN THE FULL WIDTH OF THE TRAVELED WAY. 5. FILTER FABRIC SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO THE PLACING OF ANY STONE. FILTER FABRIC WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE CONSTRUCTION. 6. IF SURFACE WATER IS FLOWING TOWARD THE CONSTRUCTION ENTRANCE, IT SHALL BE PIPED UNDERNEATH THE STABILIZED ENTRANCE. IF PIPING IS IMPRACTICAL, A BERM WITH 5:1 SIDE SLOPES SHALL BE PERMITTED. 7. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT FROM CONSTRUCTION INTO THE PUBLIC RIGHT OF WAY. THIS MAY REQUIRE PERIODIC DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO CAPTURE SEDIMENT. ANY SEDIMENT TRACKED, DROPPED OR WASHED INTO PUBLIC RIGHT OF WAY SHALL BE REMOVED IMMEDIATELY. 8. WHEELS OF CONSTRUCTION VEHICLES SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING ONTO THE PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROPRIATE SEDIMENT TRAPPING DEVICE. 9. PERIODIC INPECTION AND MAINTENANCE SHALL BE PROVIDED FOR THE DURATION OF CONSTRUCTION OR UNTIL FINAL GRADE IS ACHIEVED. SECTION PLAN STABILIZED CONSTRUCTION ENTRANCE N.T.S. PROPOSED CROSS-SECTION 'A-A' PER PHONE COMMENTS FROM VILLAGE 7/5/19 AND 7/9/19 JULY 9, 2019 SITE PROPOSED RESIDENCE AT OLCOTT AVENUE FOR LOCATION: 80 OLCOTT AVENUE VILLAGE OF CROTON-ON-HUDSON, NEW YORK 80 OLCOTT AVENUE LLC CONSTRUCTION DETAILS REVISIONS TIMOTHY L. CRONIN III LICENSE 062980 JOB : DATE: JULY 2, 2019 PROJECT: DORAN - 80 OLCOTT AVE. KCS/TC3 DRAWN: KAA LOT: BLOCK: SECTION: 79.9 TAX ID:  REASON DATE LOCATION MAP SCALE: 1" 200' APPLICANT 80 OLCOTT AVENUE LLC GENERAL NOTES TOTAL AREA OF PARCEL IS ±9,763 SQUARE FEET. SURVEY AND TOPOGRAPHIC DATA SHOWN HEREON IS TAKEN FROM A SURVEY PREPARED BY BADEY WATSON SURVEYING ENGINEERING, P.C. FOR DORAN HOMES CORP DATED FEBRUARY 5, 2018. PARCEL IS LOCATED IN AN RA-5 ZONING DISTRICT. 1) 2) 3) (914) 736-3664 C52N,N (N*,N((5,N* 352)(66,2NAL (N*,N((5,N* C2N68L7,N* 39 Arlo Lane Cortlandt Manor, New York 10567 111 RIDGECREST ROAD BRIARCLIFF MANOR, NEW YORK 10510 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2019" BY CRONIN ENGINEERING, P.E., P.C. ALL RIGHTS RESERVED. 1.5" REVEAL PROPOSED APRON W/ OF PAVEMENT EXISTING EDGE SIDEWALK EXISTING PROPOSED ASPHALT DRIVEWAY SIDEWALK EXISTING AT DRIVEWAY LOCATION REPLACE EXISTING SIDEWALK DRIVEWAY APRON PROPOSED CONCRETE FULL DEPTH OF CONC. EXPANSION JOINT FOR PREMOLDED BITUMINOUS 6" BASE COURSE BE 6" THICK REINFORCED CONCRETE SIDEWALK WIDTH MATCH EXISTING DRIVEWAY SIDEWALK AND APRON TO COMPACTED RUN OF BANK FILL 1. NOTES: AT THE PROPERTY LINE. W2.9 OR W3 WIRE @6" BOTH DIRECTIONS 3. PROVIDE CONCRETE CLASS "A", AS PER NYSDOT SPECIFICATIONS. SELECT MATERIAL AT THE DIRECTION OF THE ENGINEER. DRIVEWAY APRON AND SIDEWALK 2. DRIVEWAY APRONS SHALL BE AT LEAST 12 FEET IN WIDTH AT THE FACE OF THE CURB AND 10 FEET IN WIDTH WHEN UNSUITABLE MATERIALS (SOFT, SPONGY, ORGANIC, ETC.) ARE FOUND AT THE PROPOSED CURB SUBGRADE, THESE MATERIALS SHALL BE REMOVED AND REPLACED WITH WELL COMPACTED ROADWAY FINISHED SURFACE 1.5" REVEAL @ DRIVEWAY OPENING 1" Ø BULLNOSE PROPOSED ASPHALT DRIVEWAY FULL DEPTH OF CONC. EXPANSION JOINT FOR PREMOLDED BITUMINOUS NOTE: ALL FILL AND CUT AREAS SHALL BE TOPSOILED, SEEDED, AND MULCHED. PROPOSED DRIVEWAY CROSS SECTION 2" TOP COURSE (TYPE 6) NYSDOT ITEM 403.16 3" SUBBASE (TYPE 4) NYSDOT ITEM 304.05 COMPACTED SUBGRADE 1/4"/FT. 1' SHOULDER VARIES N.T.S. 1' SHOULDER SLOPE SHOULDERS AT 3/4"/FT. (TYP) D Ø 1' MIN 1' MIN Ø  24" 18" MINIMUM COVER Ø CLEAN GRANULAR FILL ONLY NO STONES GREATER THAN 3" AND NO ORGANIC MATERIAL PERMITTED. CLEAN FILL TO RUN FULL LENGTH OF TRENCH DRAINAGE PIPE SHALL REST ON VIRGIN (UNDISTURBED) SOLID GROUND OR 6" OF SAND WHERE BEDROCK IS ENCOUNTERED DRAINAGE PIPING (SEE PLAN FOR SIZE) 4"-6" TOPSOIL OVERFILL FOR SETTLING PURPOSES POUROUS BEDDING MATERIAL TO TOP OF PIPE (OR AS SPECIFIED BY MUNIPALITY) UNDISTURBED OR COMPACTED EARTH DRAIN PIPE INSTALLATION NOTES: 1. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" FROM THE PIPE HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE EXCAVATED TO A MINIMUM DEPTH OF INVERT AS SPECIFIED ON SITE DEVELOPMENT PLANS  6" AND REPLACED WITH 6" OF SAND. 2. CLAY, SILT LOAM, OR NON-HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. 3. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 WHERE REQUIRED. SHEETING BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. 4. ANY UNSUITABLE MATERIAL EXCAVATED FROM THE TRENCH SHALL NOT USED AS BACKFILL AND SHALL BE REPLACED BY SUITABLE MATERIAL APPROVED BY THE DESIGN ENGINEER. DRAIN PIPE INSTALLATION N.T.S. 8'-6" 52" 58" C-C 30.5" 12" MIN (TYP) MIN (TYP) (TYP) FILTER FABRIC CRUSHED STONE 1-1/2" TO 2" WASHED 12" MIN (TYP) R.O.B. FILL COMPACTED TO 95% STANDARD PROCTOR DENSITY 6" MIN 6" 4" TOPSOIL PROVIDE F-24 CONNECTOR STORMWATER SUBSURFACE INFILTRATOR SYSTEM - CULTEC 330 UNITS N.T.S. NOTES: 1) 2) STORMWATER INFILTRATOR UNITS SHALL BE RECHARGER 330 XLHD AS MANUFACTURED BY CULTEC INC. OR APPROVED EQUAL. INSTALL FOUR (4) INFILTRATOR UNITS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS 6" PVC INLET AND AS SHOWN ON PLANS. REMOVABLE CAP TO GRADE 4"Ø PVC INSPECTION PORT W/ S 24"  PIPE Ø DEPTH VARIES 6" MIN SEWER SERVICE PIPING (SEE PLAN FOR SIZE MATERIAL) MECHANICALLY COMPACTED CLEAN GRANULAR FILL ONLY NO STONES GREATER THAN 2" AND NO ORGANIC MATERIAL PERMITTED. CLEAN FILL TO RUN FULL LENGTH OF TRENCH (OR K-CRETE OR ITEM 4 AS SPECIFIED PER MUNICIPALITY) SEWER SERVICE INSTALLATION NOTES: 1. THE CONTRACTOR SHALL CALL IN A "CODE 753" PRIOR TO EXCAVATION. 2. ALL SANITARY SEWER SERVICE PIPING TO BE AS SPECIFIED ON SITE DEVELOPMENT PLANS. 3. SANITARY SEWER SERVICE PIPING SHALL HAVE A MINIMUM OF 4'-0" COVER OVER PIPE. IF THIS IS NOT POSSIBLE THE OWNER/APPLICANT SHALL CONTACT THE MUNIPALITIES ENGINEERING DIVISION PRIOR TO CONSTRUCTION. 4. SANITARY SEWER MAIN RUNS SHALL HAVE A MINIMUM SLOPE OF 1.0%. 5. SANITARY SEWER SERVICE RUNS SHALL HAVE A MINIMUM SLOPE OF 2.0% FOR 4" DIA. PIPES. 6. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" FROM THE PIPE HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 4'  PIPE Ø  6" AND REPLACED WITH 6" OF SAND. 7. SANITARY SEWER SHALL BE ANCHORED AT EACH BELL WHERE SLOPE OF PIPE EXCEEEDS 20%. 8. DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED AS BACKFILL. 9. BACKFILL SHALL BE PLACED SO AS NOT TO DISTURB THE PIPE ALIGNMENT. 10. SELECT AND BACKFILL MATERIAL SHALL BE PLACED IN 12" LIFTS (PRIOR TO COMPACTION) AND COMPACTED WITH A MECHANICAL TAMPER. 11. CONTRACTOR TO NOTIFY MUNICIPALITY 48 HOURS IN ADVANCE FOR TRENCH INSPECTION. 12. CLAY, SILT LOAM OR NON SOILS REQUIRE SHORING AND BRACING. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 WHERE REQUIRED. SHEETING BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. 6" MIN SEWER SERVICE INSTALLATION W/ PAVEMENT RESTORATION N.T.S. 1' MIN 1' MIN EXISTING ROAD SURFACE SAWCUT TRENCH TO THE BOTTOM OF THE ROAD COURSE MATERIAL (ITEM 4) WITH A STRAIGHT AND VERTICAL EDGE, TACK COAT ALL EXPOSED EDGES WITH RC-250 4" ASPHALT BINDER COURSE, NYSDOT ITEM 403.138902 8" (COMPACTED) ITEM 4, NYSDOT ITEM 304.14 UNDISTURBED OR COMPACTED EARTH 2" ASPHALT TOP COURSE, NYSDOT ITEM 403.178302 (SEE NOTE 13 FOR DRIVEWAY RESTORATION) SAW CUT SAW CUT 3 4" CRUSHED GRAVEL 1' MIN 1' MIN METALLIC TAPE LABELED "CAUTION SEWER LINE BELOW" AT 12" 24" BELOW FINISHED GRADE OVER SEWER PIPING. CD-2.1 SHEET 3 OF 3 DO NOT CUT LEADER REMOVE ENOUGH WHOLE BRANCHES TO REDUCE FOLIAGE BY 13 (ALWAYS PRUNE TO NODE OR CROTCH RETAINING NORMAL PLANT SHAPE) CIRCLED WATERPROOF TREE WRAPPING PAPER 4" SIDE (TO HAVE A 50% OVERLAP TIED WITH STOUT HEMPCORD AT TOP OF BALL AND ALSO AT HEIGHEST OF 2ND BRANCHES 2 STRANDS OF NO. 12 GALVANIZED ANEALED STEEL WIRE (TWISTED IN NEW RUBBER HOSE) TOPSOIL MIX BACKFILL ALONG SIDES OF ROOT BALL (12" MIN) CUT AND REMOVE BURLAP BINDING FROM THE TOP 13 OF THE ROOT BALL AND COMPLETELY FROM THE TRUNK OF THE TREE. (IF REQUIRED) 3"Ø MIN. CEDAR STAKE. TO BE 3' MIN. LONG AND PROTRUDE INTO VIRGIN OR COMPACTED SOIL A MINIMUM OF 16" IN ELEVATION BELOW THE BOTTOM OF OF THE EXCAVATED TREE BALL HOLE. (STAKES TO BE DRIVEN IN AFTER TENSION HAS BEEN PLACED AROUND TREE TRUNK) TAMPED TOPSOIL MIX BELOW ROOT BALL (6" MIN) 4" MIN. 6" MIN. 6" MIN. 1' MIN. 1' MIN. 6' MAX. SMALL TREE 7' MIN. LARGE TREE DECIDUOUS TREE PLANTING N.T.S. TREE PROTECTION FENCING INSTALLATION N.T.S. CORRECT METHODS OF TREE FENCING BOARD FENCE DRIP LINE CORD FENCE SNOW FENCE GRADING PROPOSED GRADING LIMITS OF CLEARING AND DRIP LINE PROTECTIVE DEVICE 5' MIN. TREE AND ROOT PROTECTION 1. CONSTRUCTION EQUIPMENT, TRUCKS OR OTHER VEHICLES SHOULD NOT BE PARKED OR OPERATED UNDER THE CANOPY OF TREES TO BE SAVED. 2. PETROLEUM PRODUCTS AND CHEMICALS SHOULD NOT BE STORED, SPILLED, OR DUMPED UNDER PROTECTED TREE CANOPIES. 3. EXCAVATION OR STOCKPILING BENEATH PROTECTED TREES IS NOT ACCEPTABLE. 4. IN NO CASE SHALL BOARDS OR FENCES BE NAILED TO PROTECTED TREES. ROUGH SAWN WOOD, BOUND WITH 9 GUAGE WIRE (2" X 2" TO 2" X 6") DEPENDING ON TRUNK DIAMETER 36" TREE TRUNK ARMOR INSTALLATION N.T.S. REMOVE ENOUGH WHOLE BRANCHES TO REDUCE FOLIAGE BY 13 (ALWAYS PRUNE TO NODE OR CROTCH RETAINING NORMAL PLANT SHAPE) TOPSOIL MIX BACKFILL ALONG SIDES OF ROOT BALL (6" MIN) CUT AND REMOVE BURLAP BINDING FROM THE TOP 13 OF THE ROOT BALL AND COMPLETELY FROM THE TRUNK OF THE TREE. (IF REQUIRED) TAMPED TOPSOIL MIX BELOW ROOT BALL (6" MIN) 4" MIN. 6" MIN. 6" MIN. 6" MIN. 6" MIN. SHRUB PLANTING N.T.S. FLOW 18" MIN. 30" MIN. 6" MIN. 2" X 2" WOOD POST, NO. 2 RE-BAR OR STEEL PICKETS WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ MAX 6" MESH SPACING AS DEEMED NECESSARY BY QUALIFIED INSPECTOR.) FILTER X, MIRAFI 100X, OR STABILINKA T140N FILTER CLOTH OR APPROVED EQUAL 6" MAX. 6" MAX. 10' MAX. TOE-IN FILTER FABRIC, BACKFILL AND TAMP SOIL TO SECURE FABRIC IN PLACE FILTER X, MIRAFI 100X, OR STABILINKA T140N FILTER CLOTH OR APPROVED EQUAL WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ MAX 6" MESH (AS DEEMED NECESSARY BY QUALIFIED INSPECTOR.) 2" X 2" WOOD POST, NO. 2 RE-BAR OR STEEL PICKETS TOE-IN FILTER FABRIC, BACKFILL AND TAMP SOIL TO SECURE FABRIC IN PLACE EXISTING / FINAL GRADE WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ MAX 6" MESH SPACING AS DEEMED NECESSARY BY QUALIFIED INSPECTOR.) FILTER X, MIRAFI 100X, OR STABILINKA T140N FILTER CLOTH OR APPROVED EQUAL FLOW FLOW SILT FENCE INSTALLATION N.T.S. 6" X 6" X 6" TRENCH INSTALLATION NOTES: 1. EXCAVATE A 4 INCH X 4 INCH TRENCH ALONG THE LOWER SIDE OF A SLOPE AS SPECIFIED ON SITE PLAN. 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNHILL) WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF STORM WATER 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 FLAT IN THE BOTTOM OF THE TRENCH AND BACKFILL THE TRENCH AND TAMP THE SOIL OVER THE FLAP TO SECURELY HOLD THE FABRIC IN PLACE. STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. 5. JOIN SECTIONS AS SHOWN ABOVE 6. PREFABRICATED UNITS SHALL BE OF TYPE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. ISOMETRIC VIEW. SECTION VIEW FRONT VIEW JOINING SECTIONS TOP VIEW FLOW INSTALLATION NOTES: 1. GRADE APPROACH TO INLET UNIFORMLY AROUND THE BASIN. 2. PROVIDE WEEP HOLES AND PROTECT WITH GRAVEL AS SHOWN 3. UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA (MAX 1 ACRE), SEAL WEEP HOLES, FILL EXCAVATION WITH STABLE SOIL TO FINAL GRADE, COMPACT IN 6" LIFTS AND STABILIZE WITH PERMANENT SEEDING OR PAVEMENT WHERE APPLICABLE. 4. REFER TO STRAW BALE DIKE AND SILT FENCE INSTALLATION DETAILS IN THIS PLAN SET FOR INSTALLATION GUIDELINES. FLOW SURROUND WITH CLEAN 3 4" WASHED GRAVEL SUPPORTED WITH HARDWARE CLOTH (WIRE MESH) TO RESTRICT SEDIMENT MOVEMENT AND PROTECT WEEP HOLES WHILE ALLOWING DRAINGE PROVIDE 1"Ø WEEP HOLES AT 12" O.C. (FOR DEWATERING) PROVIDE 1"Ø WEEP HOLES AT 12" O.C. (FOR DEWATERING) INLET PROTECTION N.T.S. FLOW STORMWATER BASIN INLET 2' MIN 1' MIN STRAW BALE DIKE* (SEE DETAIL) SILT FENCE * (SEE DETAIL) * EITHER A STRAW BALE DIKE OR SILT FENCE MAY BE USED FOR INLET PROTECTION AS SPECIFIED BY QUALIFIED INSPECTOR. 2'-10" 2'-10" 1'-6" 7" 7" 2'-2" 2'-10" 2' 2'-2" OUTLET OUTLET MOUNT FRAME ON BED OF MORTAR 6" CRUSHED STONE OR GRAVEL EXAMPLE SECTION VIEW PLAN VIEW MAX 2 BRICKS OR 1 BLOCK LEVELING COURSE. (ADJUSTMENTS GREATER THAN 12" SHALL BE MADE WITH PRECAST RING) VIRGIN GROUND (UNDISTURBED SOLID SOIL) INSTALLATION NOTES: 1. PIPES SHALL BE CUT FLUSH WITH INSIDE WALL OF BASIN. 2. BASINS MUST BE DESIGNED FOR H-20 LOADING AND SHALL BE AS MANUFACTURED BY WOODARD'S CONCRETE PRODUCTS, INC. AND BE OF MODEL CB-2X2 OR APPROVED EQUAL. 3. CATCH BASIN SPECIFICATION SHALL HAVE CAMPBELL FOUNDRY FRAME AND GRATE PATTERN 2815 (DROP INLET) OR 2802 (SOLID COVER) OR APPROVED EQUAL. 4. ALL BACKFILL AROUND STRUCTURES (I.E. MANHOLES, CATCH BASINS, ETC) MUST BE COMPACTED TO 95% PROCTOR DENSITY TO AVOID SETTLEMENT OF MATERIAL AROUND THE STRUCTURE. 5. SIZE, MATERIAL, PITCH AND INVERT ELEVATIONS OF ALL PIPING TO BE AS SPECIFIED ON AMENDED SITE DEVELOPMENT PLANS. 6. GRATE INVERTS SHALL BE SET AS SHOWN ON THE AMENDED SITE DEVELOPMENT PLANS. 7. BASINS TO BE CHECKED PERIODICALLY DURING CONSTRUCTION BY A QUALIFIED INSPECTOR AND CLEANED OUT AS NECESSARY DURING CONSTRUCTION. YARD DRAIN INSTALLATION N.T.S. pitch pitch 18" MIN. SUMP 45ƒ ROAD SURFACE CURBING WHERE APPLICABLE EXISTING / FINAL GRADE 4' MIN FROM RESIDENCE SEWER SERVICE PIPING (SEE PLAN FOR SIZE MATERIAL) POUR CONCRETE AROUND SADDLE (3,000 PSI @ 28 DAY COMPRESSIVE STRENGTH) OR PER MUNICIPALITY REQUIREMENTS MECHANICALLY COMPACTED CLEAN GRANULAR FILL ONLY NO STONES GREATER THAN 2" AND NO ORGANIC MATERIAL PERMITTED. CLEAN FILL TO RUN FULL LENGTH OF TRENCH (OR K-CRETE OR ITEM 4 AS SPECIFIED PER MUNICIPALITY) 3 4" CRUSHED GRAVEL 30ƒ OR 45ƒ BEND (AS NEEDED) METALLIC TAPE LABELED "CAUTION SEWER LINE BELOW" AT 12" 24" BELOW FINISHED GRADE OVER SEWER PIPING. GASKETED SEWER SADDLE (AS REQUIRED BY MUNICIPALITY) UNDISTURBED OR COMPACTED EARTH STAINLESS STEEL STRAPS (AS REQUIRED BY MUNICIPALITY) SEWER MAIN SEWER SERVICE CONNECTION AT SEWER MAIN N.T.S. SECTION VIEW PLAN VIEW FROM RESIDENCE 30ƒ OR 45ƒ BEND (AS NEEDED) 6" MIN 6" MIN 6" MIN 6" MIN SEWER FLOW SEWER FLOW GASKETED SEWER SADDLE (AS REQUIRED BY MUNICIPALITY) STAINLESS STEEL STRAPS (AS REQUIRED BY MUNICIPALITY) POUR CONCRETE AROUND SADDLE (3,000 PSI @ 28 DAY COMPRESSIVE STRENGTH) OR PER MUNICIPALITY REQUIREMENTS 45ƒ SEWER SERVICE PIPING (SEE PLAN FOR SIZE MATERIAL) SEWER MAIN SEWER MAIN SEWER SERVICE INSTALLATION NOTES: 1. CLEANOUTS TO BE PROVIDED AS REQUIRED 2. CONTRACTOR TO FOLLOW MANUFACTURE'S INSTALLATION GUIDE FOR INSTALLING PROCEDURE FOR SADDLE FITTING. 3. CONTRACTOR TO NOTIFY MUNICIPALITY 48 HOURS IN ADVANCE FOR INSPECTION PRIOR TO INSTALLATION. 4' MIN 4' MIN 45ƒ NYSDOT ITEM  305.5 TO BE USED TO SUPPORT PIPE IN TRENCH MIN. 6" MIN. BEDDING, (TO BE COMPACTED) WATER SERVICE PIPING (SEE PLAN FOR SIZE MATERIAL) UNDISTURBED OR COMPACTED EARTH CORPORATION STOP (MUELLER) (SEE PLAN FOR SIZE) FLARE NUT FOR COPPER SERVICE CURB STOP (MUELLER) (SEE PLAN FOR SIZE) CURB BOX W/ ROD (MUELLER) TAPPING SADDLE (AS REQUIRED BY MUNICIPALITY WATER MAIN PROPERTY LINE OR EASEMENT ROAD SURFACE CURBING WHERE APPLICABLE CURB STOP BOX AT PROPERTY LINE OR EDGE OF EASEMENT COVER TO BE MARKED "WATER" EXISTING / FINAL GRADE 6" MIN CLEAN GRANULAR FILL ONLY NO STONES GREATER THAN 3" AND NO ORGANIC MATERIAL PERMITTED. CLEAN FILL TO RUN FULL LENGTH OF TRENCH (THIS SECTION TO BE COMPACTED IN 6" LIFTS) TO RESIDENCE WATER SERVICE CONNECTION AT WATERMAIN N.T.S. PER PHONE COMMENTS FROM VILLAGE 7/5/19 AND 7/9/19 JULY 9, 2019