Documents › Planning Board, 2022-07-26

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COPYRIGHT © RESOLUTION: 4 ARCHITECTURE. ALL RIGHTS RESERVED. RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 SCALE: DATE: TEL: 212.675.9266 www.re4a.com FAX: 212.206.0944 R E S 4 RESOLUTION : 4 ARCHITECTURE 53 HASTINGS AVENUE CROTON ON HUDSON,NY 10520 (914) 271-5130 rynalustig.com ryna@rynalustig.com RYNA LUSTIG LANDSCAPE CONSULTING, LLC DECKER POOL HOUSE 13 ACKERMAN COURT CROTON-ON-HUDSON, NY 10520 EXTERIOR RENDERING A0.00 07/26/22 COPYRIGHT © RESOLUTION: 4 ARCHITECTURE. ALL RIGHTS RESERVED. RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 SCALE: DATE: TEL: 212.675.9266 www.re4a.com FAX: 212.206.0944 R E S 4 RESOLUTION : 4 ARCHITECTURE 53 HASTINGS AVENUE CROTON ON HUDSON,NY 10520 (914) 271-5130 rynalustig.com ryna@rynalustig.com RYNA LUSTIG LANDSCAPE CONSULTING, LLC DECKER POOL HOUSE 13 ACKERMAN COURT CROTON-ON-HUDSON, NY 10520 EROSION & SEDIMENT CONTROL NOTES: 01. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL SEDIMENT AND EROSION CONTROL PRACTICES. THE SEDIMENT AND EROSION CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO THE START OF ANY WORK, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 02. TIMELY MAINTAINENCE OF SEDIMENT CONTROL STRUCTURES IS THE RESPONSIBILTY OF THE CONTRACTOR. ALL STRUCTURES SHALL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. THE SEDIMENT LEVEL IN OR AGAINST ALL SEDIMENT STRUCTURES SHALL BE INSPECTED ON A REGULAR BASIS, AND AFTER EACH HEAVY RAIN TO INSURE PROPER OPERATION AS DESIGNED. AN INSPECTION SCHEDULE SHALL BE SET FORTH PRIOR TO THE START OF CONSTRUCTION 03. ALL EROSION CONTROL STRUCTURES ARE TO REMAIN INTACT UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED WITH A VEGETATIVE COVER TO THE SATISFACTION OF THE ENGINEER. 04. SEDIMENT AND EROSION CONTROL STUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED BY PERMANENT MEASURES. 05. ONCE FINAL GRADING IS COMPLETE ALL DISTURBED AREAS ARE TO BE IMMEDIATELY SEEDED WITH APPROPRIATE GRASS MIXTURE AND MULCHED. 06. ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE REMOVED FROM THE SITE IMMEDIATELY AND PLACED IN A STABILIZED STOCKPILE OR FILL AREA. ALL TOPSOIL REQUIRED FOR FINAL GRADING AND STORED ON SITE SHALL BE LIMED, FERTILIZED, TEMPORARILY SEEDED AND MULCHED. 07. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 21 DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECIEVE TEMPORARY SEEDING. MULCH SHALL BE USED IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY GROUND COVER. DISTURBED AREAS SHALL BE LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING. 08. ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHABITED DWELLING SHALL BE WETTED AS NECESSARY TO PROVIDE DUST CONTROL. 09. THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE PROJECT CLEAR OF SOIL AND DEBRIS AND IS RESPONSIBLE FOR ANY STREET CLEANING NECESSARY DURING THE COURSE OF THE PROJECT 10. RETAIN AND PROTECT TREES AND PLANTS WHERE EVER POSSIBLE AND AS SHOWN. 11. DIVERSION SWALES AND RIDGES SHALL BE CONSTRUCTED TO INTERCEPT SURFACE RUNOFF WHERE FIELD CONDITONS REQUIRE SUCH. 12. THE CONTRACTOR/DEVELOPER IS AT ALL TIMES DURING CONSTRUCTUON TO FOLLOW THE GUIDELINES AS SET FORTH IN (1) NEW YORK--GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MANUAL FOR EROSION AND SEDIMENT CONTROL. 13. ALL CONSTRUCTION RELATED ACTIVITES MUST BE WITHIN THE HAY BALE/ SILT FENCE BARRIER. THE BARRIER SHOULD REMAIN IN PLACE UNTIL THE PROJECT IS FINISHED AND ALL AREAS ARE STABILIZED. 14.UPON COMPLETION OF FINAL GRADING, ALL SLOPES AND OTHER DISTURBED AREAS SHALL BE IMMEDIATELY SEEDED WITH A QUICK GROWING RYE AND PERENNIAL GRASS MITURE AND MULCHED AND PERMANENT VEGETATION SHALL BE ESTABLISHED AS SOON AS POSSIBLE. A1.00 INSTALL HAY BALES 5' 0" (MAX.) IN FRONT OF SILT FENCE TO CONTROL WATER RUN-OFF DURING POOL CONSTRUCTION. RESTORE LAWN AREA AND REMOVE HAY FROM CONSTRUCTION SITE AFTER POOL IS COMPLETED. INSTALL 5'6" HIGH FILTER FABRIC SILT FENCE FOR SOIL EROSION SEDIMENTATION CONTROL WITH 2X2" SQ. OAK STAKES @ 10'-0" O.C. MAX. AROUND LOW END OF POOL CONSTRUCTION SITE TO CONTROL WATER RUN-OFF DURING POOL CONSTRUCTION, RESTORE AND REMOVE FROM CONSTRUCTION SITE AS REQUIRED AFTER POOL CONSTRUCTION IS COMPLETED. PLACE BOULDERS IN SLOPE EXISTING BUILDING ENVELOPE EXISTING STACKED BOULDER WALLS TO REMAIN EXISTING FENCE EXISTING KOUSA DOGWOOD TO BE RELOCATED LAWN POOL PROPOSED INGROUND SWIMMING POOL 20 x 40' WITH AUTO-COVER AND USING CARTRIDGE FILTER. PATIO PROPOSED POOL FENCE TO MEET ALL LOCAL CODES. UPPER LAWN AREA HOUSE EXIST. DECK LOWER FIELD MULCH PATH VEHICULAR ACCESS EXISTING BOULDER STEPS TO LOWER FIELD ALL GATES TO BE SELF-CLOSING, SELF-LATCHING. SWING AWAY FROM POOL AND MEET ALL LOCAL CODES. POOL HOUSE GRASS STEPS W/ STONE RISERS NOTE: ALL EXCAVATED MATERIAL WILL BE USED ON SITE INSTALL HAY BALES AND SILT FENCE EXISTING FLOWERING DOGWOOD TO BE REMOVED DECK STEPS AND BOARDWALK EXISTING OAK TO BE REMOVED EXISTING ROW OF GREEN GIANT ARBORVITAE TO REMAIN PROPOSED STACKED BOULDER WALL 3'-0" HIGH MAX TO SUPPORT ACCESS ROAD AND PEDESTRIAN RAMP POOL EQUIPMENT/CONCRETE PAD SECTION FOR HAY BALES SLOPE 5' - 6" WOODEN STAKE OR REBAR DRIVEN THROUGH BALE 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICENCY. 2. INSPECT & REPAIR FENCE AFTER EACH STORM. REMOVE SEDIMENT WHEN NECESSARY. 3. DO NOT PLACE SILT FENCE IN STREAMS OR CONCENTRATED FLOW CONDITIONS. SILT FENCE NOTES COMPACTED BACK-FILL FILTER FABRIC TO FACE UPSTREAM SIDE OF POST PREFABRICATED SILT FENCE INSTALLED PER MANUFACTURER RECOMMENDATIONS FLOW 1. STRAW BALES SHALL BE PLACED ON SLOPE CONTOUR. 2. BALES TO BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING. 3. KEY IN BALES TO PREVENT EROSION OR FLOW UNDER BALES. HAY BALE DYKE NOTES: PLAN ANGLE STAKE TOWARD PREVIOUS BALE TO PROVIDE TIGHT FIT PACK GAPS TIGHTLY WITH LOOSE HAY SHEET FLOW SITE PLAN 1/16" = 1'-0" N 10'- 0" ACCESSORY STRUCTURE SETBACK 10'- 0" ACCESSORY STRUCTURE SETBACK UTILITES SEWER LINE TO BE PUMPED FROM POOL HOUSE AND TIED INTO EXISTING HOUSE MAIN & MUNICIPAL SEWER LINE. WATER & ELECTRIC SERVICE TOBE TIED INTO HOUSE SERVICE SUBSURFCACE CULTEC WASTE WATER INFILTRATOR PROPOSED BUILDING ENVELOPE PROPOSED BUILDING ENVELOPE 07/26/22 1/16" = 1'- 0" 239.5 237.5 238.5 COPYRIGHT © RESOLUTION: 4 ARCHITECTURE. ALL RIGHTS RESERVED. RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 SCALE: DATE: TEL: 212.675.9266 www.re4a.com FAX: 212.206.0944 R E S 4 RESOLUTION : 4 ARCHITECTURE 53 HASTINGS AVENUE CROTON ON HUDSON,NY 10520 (914) 271-5130 rynalustig.com ryna@rynalustig.com RYNA LUSTIG LANDSCAPE CONSULTING, LLC DECKER POOL HOUSE 13 ACKERMAN COURT CROTON-ON-HUDSON, NY 10520 LANDSCAPE PLAN LANDSCAPE PLAN 1/8" = 1'-0" N POOL GRASS POOL HOUSE HOUSE EXISTING DECK UPPER LAWN WOOD CHIP PATH LOWER FIELD POOL FENCE TO MEET ALL LOCAL CODES. GATES SHALL BE SELF-CLOSING, SELF-LATCHING GARDEN STEPS: STONE RISERS & GRASS TREADS EXISTING WOODS DECK STEPS & BOARDWALK WOOD CHIP SLOPE BOULDER WALL (MAX 3' HIGH) TO RETAIN PEDESTRIAN ACCESS GARDEN STEPS: STONE RISERS W/ GRASS TREADS EXISTING ARBORVITAE HEDGE SPACES BETWEEN EXISTING BOULDER WALLS TO BE PLANTED AND MAINTAINED. 07/26/22 1/8" = 1'- 0" POOL EQUIPMENT/CONCRETE PAD COPYRIGHT © RESOLUTION: 4 ARCHITECTURE. ALL RIGHTS RESERVED. RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 SCALE: DATE: TEL: 212.675.9266 www.re4a.com FAX: 212.206.0944 R E S 4 RESOLUTION : 4 ARCHITECTURE 53 HASTINGS AVENUE CROTON ON HUDSON,NY 10520 (914) 271-5130 rynalustig.com ryna@rynalustig.com RYNA LUSTIG LANDSCAPE CONSULTING, LLC DECKER POOL HOUSE 13 ACKERMAN COURT CROTON-ON-HUDSON, NY 10520 A2.00 FLOOR PLAN 12'-0" 12'-0" 30'-0" 10'-6" 5'-0" 5'-0" BATHROOM/LAUNDRY POOL HOUSE DECK OUTDOOR SHOWER GRILL NEW POOL 20'X40' 20'-0" FLOOR PLAN 1/2" = 1'-0" N 07/26/22 1/2" = 1'- 0" COPYRIGHT © RESOLUTION: 4 ARCHITECTURE. ALL RIGHTS RESERVED. RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 SCALE: DATE: TEL: 212.675.9266 www.re4a.com FAX: 212.206.0944 R E S 4 RESOLUTION : 4 ARCHITECTURE 53 HASTINGS AVENUE CROTON ON HUDSON,NY 10520 (914) 271-5130 rynalustig.com ryna@rynalustig.com RYNA LUSTIG LANDSCAPE CONSULTING, LLC DECKER POOL HOUSE 13 ACKERMAN COURT CROTON-ON-HUDSON, NY 10520 A3.00 EXTERIOR ELEVATIONS NORTH ELEVATION 3/8" = 1'-0" 10'- 7 1/2" T.O. ROOF 9'- 7 1/2" B.O. FIN. CLG. 0'- 0" T.O. GROUND SLABS SOUTH ELEVATION 3/8" = 1'-0" EAST ELEVATION 3/8" = 1'-0" WEST ELEVATION 3/8" = 1'-0" 1'- 7 1/2" T.O. FIN. FLOOR DECK 10'- 7 1/2" T.O. ROOF 9'- 7 1/2" B.O. FIN. CLG. 0'- 0" T.O. GROUND SLABS 1'- 7 1/2" T.O. FIN. FLOOR DECK 07/26/22 3/8" = 1'- 0" S 37° 34' 40" W 37.60' S 32° 56' 00" W 56.82' R = .0 ' L= 0. ' S 75° 00' 00" E S 18° 00' 00" W S 42° 21' 40" W N 18° 50' 00" W N 31° 25' 00" W 143.73' 96.00' 138.38' 133.00' 335.78' 22.70' 16.35' 23.18' Tax Lot 33.8 Filed Map Lot 26 F.M.#24524 Area = 70,761.871 S.F. = 1.624 Acres 67.20-3-34.1 Now or Formerly David M. Becker & Rachael Goldrich-Becker Filed Map Lot 25 F.M. #24524 67.20-3-33.7 Now or Formerly Jonathan Weiner & Olga Khomyk Filed Map Lot 27 F.M. #24524 67.20-3-18 Now or Formerly Acker House at Croton LLC 67.20-3-17 Now or Formerly Timothy R. Schulze 67.20-3-16 Now or Formerly Arcangelo & Marisa Conte 67.20-3-15 Now or Formerly Carlo & Anna M. Triglia 67.20-3-36.2 Now or Formerly Carlo & Anna M. Triglia Stucco Chimney ACKERMAN COURT Gate Stucco Chimney Conc. Step Wood Steps Stone Steps Wood Deck Above Gravel Flagstone Patio Drop Curb Stone Curb Gravel Hedge Row Hedge Row Stone Retaining Wall Post & Rail Fence Stone Retaining Wall Stone Masonry Retaining Wall Stone Masonry Retaining Wall N 22° 00' 00" W 114.66' Gate Post & Rail Fence Post & Rail Fence Gate Post & Rail Fence Stone Wall Cor. Fence South 0.69' Gravel Walk Stone Steps Cor. Fence South 0.49' Post & Rail Fence Gate EM GM Stone Masonry Retaining Wall Gravel Walk Flag. Walk End Post & Rail Fence Drain Inlet AC AC AC Flag. Walk Flag. Step Room Over Garage Flagstone Porch 2 Story Stucco Residence #13 Stone Curb Conc. Curb Conc. Curb Drop Curb Asphalt Drive Paving Stone Stone Steps Travelway Stone Wall Stone Wall Stone Wall PIN SET STAKE SET PIN SET PIN SET PIN SET STAKE SET PIN SET STAKE SET HUB W/ TACK SET HUB W/ TACK SET HUB W/ TACK SET HUB W/ TACK SET SPIKE SET HUB W/ TACK SET V-CUT SET STAKE SET PIN FOUND "MAG" NAIL SET PIN FOUND Stone Wall AS BUILT SURVEY PREPARED FOR ADAM AND SUZANNE DECKER SITUATE IN THE VILLAGE OF CROTON-ON-HUDSON TOWN OF CORTLANDT WESTCHESTER COUNTY, NEW YORK SCALE: 1" = 30' Surveyed: February 23, 2022 Map Prepared: February 25, 2022 By: New York State Licensed Land Surveyor No.050604 Project Manager: CMP Project: 19-290 Checked By: DA/CP AN/SH Field Survey By: 394 BEDFORD ROAD ● PLEASANTVILLE ● NY 10570 (914) 769-8003 ●survey@tcmerritts.com TC MERRITTS LAND SURVEYORS COPYRIGHT C 2022 TC MERRITTS LAND SURVEYORS ALL RIGHTS RESERVED, UNAUTHORIZED DUPLICATION OR ELECTRONIC TRANSMISSION WITHOUT PRIOR PERMISSION IS A VIOLATION OF APPLICABLE LAWS. Only copies from the original of this survey marked with an original of the Land Surveyors embossed seal or red colored seal shall be considered to be true, valid copies. Said certifications shall run only to the person for whom this survey is prepared and on his/her behalf to the title company, governmental agency and lending institutions listed hereon. Certifications are not transferable to additional institutions or subsequent owners. Unauthorized alteration or addition to a survey map bearing a licensed Land Surveyors seal is a violation of Section 7209, Subdivision 2 of the New York State Education Law. Possession only where indicated. Adjacent property lines and easements not surveyed or certified. Access to adjacent rights of way, easements and public or private lands not guaranteed or certified. Underground utilities shown hereon are approximate and should be verified before excavating. Additional underground utilities are not shown or certified. Encroachments and structures below grade, if any, not shown or certified. Subject to covenants, easements, restrictions, conditions and agreements of record. Premises hereon being Lot 26 as shown on a certain map entitled, "Subdivision Map, Section 1, River Landing, Prepared for Richard Albert, Located in the Village of Croton-On-Hudson, Town of Cortlandt, Westchester County, N.Y." Said map filed in the Westchester County Clerk's Office, Division of Land Records on October 23, 1991 as map number 24524. Surveyed in accordance with Deed Control Number 541673530. Premises shown hereon designated on the Town of Cortlandt Tax Maps as: Section 67.20, Block 3, Lot 33.8. Property Address: 13 Ackerman Court Croton-On-Hudson, NY 10520 THIS MAP IS FOR BUILDING DEPARTMENT PURPOSES ONLY. MAP IS NOT TO BE USED FOR TITLE TRANSFER PURPOSES. MAP MAY NOT BE CERTIFIED TO TITLE COMPANIES AND/OR BANKS. Reference: NA Drawn By: CMP