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HomeMy WebLinkAbout83-1694 - Plan of LandNotes: 1.) The property line information shown was compiled from available record information. 2.) The topographic information was obtained from on on the ground survey performed on or between 201JUN11998 and 041FE812004. 3.) The datum used is NGVD '29, a fixed mean sea level datum. 4.) MHW & MLW per U.S. ARMY Corps of Engineers Tidal Flood Profiles No. 9 — N.E. Coastline, September 1988. Location Map: 1"=2,000±' )od Zones: FEMA Zones "B" & "V13" Community—Panel # 250015 0004 C (June 17, 1986) & # 250015 0006 D (July 2, 1992) Ical References: Assessors Map 43 Parcel 27 & 31 Zone: "R-40" (Residential) Setbacks; 30'1 20'(side), 20'(reor) Max Building Height is 35' Replace Stairs If Required ... .. L... 6'Aprm±(2466 Only) _ "MITI MT -I t _.u....__..z.. Pleasant (40' wide — Public) Street 111 _ ohw — Edge of Pal I ohw . ohw ohw hW I 449735'00''W 131.40' i �C8/DH } ' Fnd I F I I Z I II I w I i Im vman o :Z� I I I F I I I I nerauung Flan �1 2466 Only) Apron Armor Stone 2-3 Ton Ave. Ezisting Pier "< Bedding Stone 1' Deep 6" - 8" Stone Chips x Grade - Armor Stone Existing, 2 - 3 Ton Ave. (Min. I Ton - Max. 4 Ton) MHW L 1.7 / (Reuse Existing Stones Tf Possible) Chink Stone To Fit _ Tightly - No Chips Or Grout MLW (EL. -1.l NGVD) _ Install Galvinized Pipes, Prior - ,x To Placement Of Stone If Replacement Of Stairs Is Required Double Layer Woven _ (Contractors Option) Filter Fabric Toe Stone 3.4 Ton - SECTION REVETMENT & STAIRS SCALE: T" - 4' I �I IPONJ I� iI I I � ' f m I W I y I 1CqGO n II c W m 1 Iv `m II I /--14OD to W OD i :I t I °O p 1 I NSE (14 I I Kenneth W Rodgers V 5491/157 4�: O II i I 228.02' S 52'13'50" WCIO I 1 \ >. 1 1 t 1 N� 1 1 Proposed ° 1 Driveway l f I 1 e � d � r•7 ^ � 1 l / 1 a . I E i 3 1 Approved Footprints r 42.0' , \�� —_ �-N I A- \ \ \ o / (10 Cd I Q) \ I \\ o No 4-- (90" -LN `" v I/ , l E j I j \ T�3 755 ° �. 1m I° #238 tD ; 2 Story Wood o / / 700' Buf/er \.� \ u Dwelling I o \ oo i o _ (SE83-988) ° Sf0 \ o 1w I ' i ^Proposed F/ or F(9 ° 1 1 pcessory � t� O ! / Stone Patio o W Building I El 15.0 For Proposed Work Lawn % 32. At 2468 Pleasant St. \ ° Stone ° See SE83-1671 I i ° Terrace' And Approved Overall /' I 1\5 Landscape Plan 50' Suffer �• Proposed Reconfigured all (EL. 1 Patio \ 10 �' i �? Double Stoked Hay g°les �� �'� For Proposed Work Pleasant St. Work Limit For Demo & At 238 uil Reb13 —' -�. / / \ 1 Lawn ,See SE83-1694 Ymq Zane\ And Approved Overall\` Landscape Plan to �\ / \ / o mei ° �., ran / o �- \ aencn / r9nsitl n Proposed f0' Wide CB DH \ 0 / .� 10—�_ _=°turolized planting Bu II i Fnd ropes 1 ide a lize n LI roposed 6' Wipe / / t' Q —Q g /Stone Apr \ - ,�aoeggl Pro osed Refoinin WoIL- �' �e Q do Silt Fence 5 -ee _ Q Work Limit For Revetment work -� / - S1 j Limit Of Beach / - o Reset Revetment Stones Replace Existing Stone !/ Fence t :� a AS Required work ,m;t or Revetmen£ (SE83-1166) 1,7NGVD) • CB/DH evetment work S* Fence W1 2 - 3 Ton Stones ,o MNW(EI v FNDDH 'SND MHW(E1=1.7'NG.VD) o n Proposed Timber Steps u & Platform / Boardwalk e V Ft - Proposed Access Stairs 1 (Both Sides) ........................................... .'._ ... ............ ......... MLW6E1=-1.1 'NGVD) qr rook n}� �p 'tle: Overall Proposed Improvements Plan of Land At 238 & 2468 Pleasant Street In ►YARMOUTH, MASSACHUSETTS rte: December 1, 2004 River flood ebb PREPARED BY. PREPARED FOR: Sullivan Engineering, Inc. Cape ISury PO Box 659 7 Parker Rood Osterville, MA 02655 Osterville MA 02655 (508)428-3344 (508)428-3115 fox PSu11PI com Draft: JOD Comp/Review: PS (508)420-3994 (508)420-3995 fox copesurv®capecod.net Field. WHK/MDH Comp/Draft: WHK/RRL Drowina 0 20 n 10 20 40 Wood Floats 80 Modified Footprint of Dwelling Revisions: & Accessories I Date: 1/10/04 r, - =14