30' F.Y. SETBACK 10' S.Y. SETBACK 30' F.Y. SETBACK 30' F.Y. SETBACK 30' F.Y. SETBACK 10' S.Y. SETBACK PROPOSED RESIDENCE FF EL. 100.00 BSMT. EL. 90.0 PROPOSED RESIDENCE FF EL. 100.00 BSMT. EL. 90.00 STABLIZED CONSTRUCTION EXTRANCE (TYP) PROPOSED DRIVE PROPOSED DRIVE Lot 2 Lot 1 PORCH PORCH DECK DECK R/L SCALE: NONE STANDARD H-10 CULTEC CHAMBER SYSTEM TYPICAL CROSS SECTION RECHARGER 180 integrated plot plan 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION SOIL STOCKPILING DETAIL N.T.S. WITH VEGETATION OR COVER MIN. SLOPE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. OR COVERED. STABILIZE ENTIRE PILE STRAWBALES OR SILTFENCE INSTALLATION NOTES MIN. SLOPE SLOPE OR LESS 1 2 STABILIZED CONSTRUCTION ENTRANCE DETAIL: INLET PROTECTION CAMPBELL PATTERN 1365A (SQUARE FLANGE) OR SURFACE INLET (SI) 3'-0" 6"PRECAST CONC. STRUCTURE 6"CRUSHED STONE OR GRAVEL BEDDING CAMPBELL PATTERN 2815 PLAN (SQUARE FLANGE) OR APPROVED EQUAL CLASS B CONC. BASE (3000 LB.) 6" DRIVEWAY DRAIN/ SI DETAIL SECTION N.T.S. 2'-0" SQ. 12" SUMP EL.VARIES APPROVED EQUAL EL.VARIES CAMPBELL FOUNDRY (SQUARE FLANGE) OR APPROVED EQUAL DRIVEWAY INLET (DI) 3'-0" 3'-0" 3'-0" SCALE: 1"=20' PLAN SEDIMENT & EROSION CONTROL NOTES ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE NEW YORK STATE MANUAL FOR EROSION AND SEDIMENT CONTROL. THE TOWN ENGINEER MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES IF DEEMED APPROPRIATE TO MITIGATE UNFORSEEN SILTATION AND EROSION OF DISTURBED SOILS. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION WITHIN A SPECIFIC WORK AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND/ OR REPLACEMENT OF CONTROL MEASURES AS REQUIRED THROUGHOUT THE DURATION OF CONSTRUCTION. ALL EROSION CONTROLS SHALL BE INSPECTED IMMEDIATELY AFTER A RAINFALL EVENT AND ON A WEEKLY BASIS. ANY DAMAGED CONTROLS SHALL BE IMMEDIATELY REPAIRED OR REPLACED AS REQUIRED. IF ANY DISTURBED AREAS ARE TO REMAIN IDLE FOR A PERIOD OF SEVEN (7) DAYS OR MORE, THE AREA SHALL BE TEMPORARILY STABILIZED WITH TEMPORARY SEEDING AND MULCHING. UPON COMPLETION OF CONSTRUCTION, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AND THE DRAINAGE FACILITIES SHALL BE COMPLETELY CLEANED OF SEDIMENTS AND DEBRIS. TREE PROTECTION SHALL BE PROVIDED FOR ANY SIGNIFICANT TREE TO REMAIN WITHIN 15' OF THE WORK AREA. THE TREE PROTECTION SHALL BE INSTALLED GENERALLY AT THE DRIP LINE OF THE TREE. DETAIL: SILT FENCE MANUFACTURED BY MIRIFI INC. OR APPROVED 1. FILTER FABRIC TO BE MIRIFI 100X AS AS MANUFACTURED BY MIRIFI OR APPROVED EQUAL 2. PREASSEMBLED SECTIONS SUCH AS ENVIRONFENCE N.T.S. ARE ACCEPTABLE. EQUAL. BACKFILL WITH 1/2" GRAVEL. LAY FABRIC IN 6" X 6" TRENCH FLOW NOTE: 2' 4' 6' O.C. ATTACH FILTER FABRIC TO POSTS 0.28 acres Sec: 108.01 Blk: 5 Lot: 51 24 Glendale Avenue (Town of North Castle) Armonk, NY 10504 Site Area: Designation: Location: Existing property, topography, and site features based upon a plan entitled "Topographic Survey of Property Prepared for Francis and Deirdre McManus", surveyed April 23, 2012 and Prepared by John J. Muldoon. The site does not contain any wetlands nor any wetlands setbacks. In addition, the site does not contain any Town regulated steep slopes nor floodplains. There are no existing or proposed SSTS within 100 feet at an elevation or within 200 feet at a higher elevation and in direct line of drainage of the proposed well location. There are no known sources of contamination within 200 feel of the proposed well. SITE McManus SUBDIVISION 19 Glendale Avenue LOCATION PLAN UNAUTHORIZED ALTERATIONS AND ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209(2) OF THE NEW YORK STATE EDUCATION LAW. planning and engineering, p.c. Naderman LAND tel: 914.245.5403 fax: 914.962.5963 e: [email protected] 1 deans bridge road 2nd floor somers, ny 10589 IPP-1 5788 AS SHOWN Westchester Co., NY Town of North Castle 18' total 25' ± 30' 8' min./ 30' PROPOSED LOT 1 2 PARKING CARS ZONE: R-5 ONE FAMILY RESIDENCE DISTRICT (5,000 sq. ft.) 30' 30' 8' min./ 30' 100' 50' FRONT: MIN. DEPTH: MIN. WIDTH: MIN. LOT AREA: MIN. YARDS: MAX BLDG HEIGHT: 5,000 sq. ft. SIDES: REAR: ZONING DATA REQUIRED 18' total 25' ± 30' 8' min./ 30' PROPOSED LOT 2 18' total 125' 50' 6,191.927 sq. ft. 125' 50' 6,191.927 sq. ft. 1 75% OF WETLAND AREA (AC) WETLAND AREA (AC) LOT AREA (S.F.) LOT NO. LOT AREA SCHEDULE STEEP SLOPE AREA (AC) 50% STEEP SLOPE AREA (AC) NET AREA (AC) 6,191 0.00 0.00 0.00 0.00 2 0.00 0.00 6,191 0.00 0.00 CONTIGUOUS BUILDABLE AREA (SF) (MIN = 4,500 SF) 9/9/15 for 2 1/2 2 1/2 MAX STORIES: 2 1/2 Approved by Town of North Castle Planning Board Resolution, Dated _____________. ________________________________Date________ Art Adelman Planning Board Chair Town of North Castle Planning Board Engineering Drawings and Conservation Plans Approved by Town Engineer ________________________________Date_________ Joseph Cermele, P.E. Kellard Sessions Consulting, P.C. Consulting Town Engineers DETAIL: STONE FLOW DISSIPATER 50 NTS RIP-RAP APRON d = 9" MIN FINISHED GRADE DRY STONE RIP-RAP DEPRESSION 6" MIN. DEEP, 18" WIDE X 36" LONG PUMPED FOOTING DRAIN DISCHARGE FILTER FABRIC DRY STONE RIP-RAP APRON TO EXTEND 18" MIN. BEYOND DEPRESSION SITE DATA Francis and Deirdre McManus 19 Glendale Avenue Armonk, NY 10504 Owner: DETAIL: DRILLED WELL ( MIN. 10' INTO ROCK) 48" MIN. 18" COVER MIN. 10" MIN. FROM WELL DRAIN AWAY SLOPE GRADE TO INTO BEDROCK FROM SURFACE TO 10' GROUT TO BE CONTINUOUS AIR TUBE W/ ATTACHED RISER PIPE GALVANIZED STEEL SAFETY CHAIN STEEL CASING - 50' MIN. CONDUIT ELECTRICAL PITLESS ADAPTER 2" PVC WATER LINE WIRE ELECTRICAL PUMP SUBMERSIBLE BEDROCK BOTTOM OF WELL CLEARANCE 18" MIN. SANITARY WELL CAP VERMIN PROOF WATER TIGHT AND W/ CHECK VALVE INSTALLATION NOTES: 1. PLACE BALES OF STRAW WITH ENDS TIGHTLY ABUTTING OTHER BALES TO SURROUND THE INLET. WHERE SLOPE AND SPACE PERMIT, ESTABLISH THE LINE OF BALES 2 TO 10 FEET AWAY FROM THE INLET. ANCHOR BALES IN PLACE BY DRIVING REBARS OR 2" X 2" STAKES THROUGH THE BALES. SUPPLEMENT WITH GRAVEL, PILES AGAINST THE BALES. 2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION SHALL BE MINIMIZED. 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 6,191 6,191 6,191 6,191 2 2 House Construction Sequence Notes It is the Owners intention to construct the new residence on Parcel 1 first while maintaining the existing residence. Upon completion of construction, prior to the issuance of the Final Certificate of Occupancy, the existing residence must be demolished and removed. In no event shall either lot be sold individually until such time as the existing residence is demolished and removed.