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HomeMy WebLinkAboutMJM Site Plan -2026-01-28 (Rev)WLF B1+B37WLF B2WLF B3WLF B4WLF B5WLF B6WLF B7WLF B8WLF B9WLF B10WLF B11WLF B12WLF B13WLF B14WLF B15WLF B16WLF B17WLF B18WLF B20WLF B21WLF B22WLF B23WLF B24WLF B25WLF B26WLF B27WLF B28WLF B29WLF B30WLF B31WLF B32WLF B33WLF B34WLF B36WLF B36WLF D1 D29WLF D2WLF D3WLF D4WLF D5WLF D6WLF D7WLF D8WLF D9WLF D10WLF D11WLF D12WLF D13WLF C4WLF C5WLF B5WLF B4WLF D14WLF D15WLF D16WLF D17WLF D18WLF D20WLF D21WLF D22WLF D23WLF D24WLF D25WLF D6WLF D27WLF D28WLF C3WLF B3WLF B2WLF C2WLF C1WLF B1100.00'100.00'100.00 '100.00'100.00'100.00'100.00'WLF # B19 (MISSING)WLF # D19 (MISS ING) 100. 0 0 '100.00'100.00'100.00'100.00 '136"DD580590 5 7 0 610620W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWW W W END OF NYCDEP WATERSHEDDYHOSWFUTURE ROADLILY COURTOSWMSSSSSSSSSSSSSSDDDDDDDDD DDDDDDDDDDDCONSERVATION EASEMENTC O N S E R V A T I O N E A S E M E N T CONSERVATION EASEMENTWWWWWWWPROPOSED LIMIT OFDISTURBANCE: 3.41 AC.PROPOSED LIMIT OFDISTURBANCE: 3.13 AC.PROPOSED CONSTRUCTIONENTRANCE, TYP.PROPOSED CONSTRUCTION ENTRANCE, TYP.PROPOSED SOIL STOCKPILE, TYP.PROPOSED SOIL STOCKPILE, TYP.PROPOSED INLET PROTECTION, TYP.PROPOSED INLET PROTECTION, TYP.PROPOSED EROSION MATTINGON SLOPES 3:1 OR GREATERALL TREES WITHIN THE LIMIT OFDISTURBANCE TO BE REMOVEDALL TREES WITHIN THE LIMIT OFDISTURBANCE TO BE REMOVEDPROPOSED SILT FENCE, TYP.PROPOSED SILT FENCE, TYP.PROPOSED CONSTRUCTIONENTRANCE, TYP.PROPOSED SILT FENCE, TYP.Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comPROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM SITE PLAN.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board 3.01/28/2026 Submission To Planning Board000204080SCALE: 1"=40'-0"1" = 40' EROSION & SEDIMENT CONTROL PLANC-103 PROPOSED 8" CL-52WATER MAIN (TYP.)TO CONNECT TOEXISTING WATERMAIN WITH 8"x8" TEEAND (3) GATE VALVESPROPOSED 18" HDPESTORM PIPE (TYP.)PROPOSED 6" SEWER SERVICE (TYP.)PROPOSED 1" COPPERWATER SERVICE (TYP.)PROPOSED 4" PVC SDR-35 SEWER SERVICE (TYP.)PROPOSED 1" COPPER WATER SERVICE (TYP.)PROPOSED 8" PVC SDR-35 SEWER MAIN (TYP.)PROPOSED 8" CL-52 WATER MAIN (TYP.)18" VERTICAL SEPARATION AND 10'HORIZONTAL SEPARATION TO BEMAINTAINED OR MAIN ENCASED ATWATER MAIN CROSSINGSWLF B1+B37WLF B2WLF B3WLF B4WLF B5WLF B6WLF B7WLF B8WLF B9WLF B10WLF B11WLF B12WLF B13WLF B14WLF B15WLF B16WLF B17WLF B18WLF B20WLF B21WLF B22WLF B23WLF B24WLF B25WLF B26WLF B27WLF B28WLF B29WLF B30WLF B31WLF B32WLF B33WLF B34WLF B36WLF B36WLF D1 D29WLF D2WLF D3WLF D4WLF D5WLF D6WLF D7WLF D8WLF D9WLF D10WLF D11WLF D12WLF D13WLF C4WLF C5WLF B5WLF B4WLF D14WLF D15WLF D16WLF D17WLF D18WLF D20WLF D21WLF D22WLF D23WLF D24WLF D25WLF D6WLF D27WLF D28WLF C3WLF B3WLF B2WLF C2WLF C1WLF B1100.00'100.00'100.00 '100.00'100.00'100.00'100.00'WLF # B19 (MISSING)WLF # D19 (MISS ING) 100. 0 0 '100.00'100.00'100.00'100.00 '580590 5 7 0 610620TPTP TPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPW W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWW W WSD END OF NYCDEP WATERSHEDDYHOSWFUTURE ROADLILY COURTOSWSMSSSSSSSSSSSSSSS SS SS WSWSWSWSWW WWW W W W WWWWWWWWDYHPROPOSEDRESIDENCEEXISTINGRESIDENCEPROPOSEDRESIDENCE PROPOSEDRESIDENCEPROPOSEDRESIDENCEPROPOSEDRESIDENCEPR O P O S E D RE S I D E N C E PROPOSED RESIDENCE PROPOSEDRESIDENCEPROPOSEDRESIDENCEPROPOSEDRESIDENCE SS SS WSWSWSSS SSWS WS WS SSSSWS WS WS WS WS PR O P O S E D RE S I D E N C E PROPOSED RESIDENCEFF 627.15GF 626.00BF 618.00FF 619.50GF 609.50BF 609.50FF 622.82GF 621.82BF 613.82FF 622.50GF 622.00BF 613.50FF 5 9 7 . 0 0 GF 5 9 6 . 5 0 BF 5 8 8 . 5 0 FF 596.00 GF 595.50 BF 587.50 FF 596.50 GF 596.00 BF 588.00 FF 594.25GF 593.25BF 585.25FF 591.05GF 589.05BF 580.05FF 626.50GF 622.00BF 617.50FF 617 .50GF 608 .50BF 608 .50 FF 5 9 5 . 2 5 GF 5 9 4 . 2 5 BF 5 8 6 . 2 5 0+00 0+900+00 0+950+ 0 0 0+860+000+790+000+980+000+730+001+001+230+001+001+46 0+001+001+050+001+001+380+000+96 0+001+001+230+000+89SS SS SS W W W WS WS WSSSSSSSWSWSWSWSWSWSWSSSSSSSSSWSWSWSWSWSWSSSSSSSSSWSWSWSDYH608 610 612 614 616 618620 622622620622624614614 614614616616616616616618618620620622622622622 606608610612614616616618618620620620622624622624616618620622 622622610612612612606606 6086 1 0 612 586590586 5 9 2 592586 586588588590590592592592592592592594596 594 592594596596 5 9 6 588588590 592 5 9 4 5 9 4 594 620 620620 622624626626626 610 610612 612614WWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW4+070+001+002+003+004+00WWWWDDDD0+001+00 1+500+00 1+001+05D1+230+001+00D 0+00 1+00 2+00 2+89 D0+001+001+01DDDDDDDDDDSSMH-1SSMH-2SSSSMH-3SSSSSSSSSSSMH-4SSSSSSSSSS SS SS SS DSSSSSSSSSSSSSSSSSSSSDDES-1SWM-1ES-2ES-315' TOWN SEWER EASEMENT15' TOWN SEWER EASEMENTCONSERVATION EASEMENTC O N S E R V A T I O N E A S E M E N T CONSERVATION EASEMENTWWWWWWWAPPROX. LOCATIONEXISTING WATERMAIN10'MIN.10'MIN.PROPOSED CURB INLET (TYP.)PROPOSED HYDRANT (TYP.)PROPOSED HYDRANT (TYP.)STONE INVERT: 587.0CHAMBER INVERT: 587.58" OUTLET: 589.1STONE INVERT: 588.0CHAMBER INVERT: 588.58" OUTLET: 590.0824 SC-800 CHAMBERSSTONE INVERT: 586.0CHAMBER INVERT: 586.58" OUTLET: 588.1STONE INVERT: 577.75CHAMBER INVERT: 578.56" OUTLET: 580.28STONE INVERT: 580.1CHAMBER INVERT: 579.68" OUTLET: 590.08EXTENDED DETENTION BASINSTONE INVERT: 589.0CHAMBER INVERT: 589.58" OUTLET: 591.0824 SC-800 CHAMBERSSTONE INVERT: 606.0CHAMBER INVERT: 606.58" OUTLET: 608.124" ADS DETENTION SYSTEMCHAMBER INVERT: 604.3312" OUTLET: 604.36DMH-7DMH-6DMH-5DMH-4BP-9BP-11DMH-9DMH-10CB-1CB-2LOT 2 CBLOT 3 CBLOT 1 CBLOT 7 BYPASSLOT 5 BYPASSLOT 6 BYPASSGOMER ST BYPASSLOT 4 CBBP-1BP-12BP-8BP-13DMH-3CB-4CB-5CB-3BP-10DMH-11SMH-7SMH-6SMH-5EX-1EX-2SMH-0DMH-1LOT 2 SWM OUTLETDMH-EDMH-2ADMH-2BDMH-2HP: 621.31'HP: 621.05'HP: 621.12'LP: 586.81'LP: 612.80'LP: 611.64'HP: 591.31'HP: 591.11'HP: 591.21'SSTRUCTURE - (146)SSSTRUCTURE - (147)SSSSSTRUCTURE - (148)SSSSSSSSTRUCTURE - (149)SSSSSSSSSPROPOSED CORDIAL RDEXPANSION TO 22' WIDETAPER TO EXISTING 18' WIDE ROADEXISTING UTILITY POLEWWWWWWWWWWWWWWWWWWWDDSSSSSSSSSSSOSWOSW DYH W W W S588WWWWWWWWWWWWCB-5Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comPROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM SITE PLAN.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board 3.01/28/2026 Submission To Planning Board000204080SCALE: 1"=40'-0"1" = 40' IMPROVEMENT PLANC-104CORDIAL ROAD IMPROVEMENTS