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HomeMy WebLinkAboutplanNEL4 nglewooeac S.YARMOUTH,MA KEY MAP NO SCALE LEGEND MMW MEAN HIGH WATER __)—ELEVATION CONTOUR PROPERTY LINE CONSTRUCTION NOTES: 1.ELEVATIONS REFER TO NAVD88.CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED.h ANY//5 S ,2.THE WORK LIMIT FOR THE PROPOSED WORK CONSISTS OF THEes3FOOTPRINTOFTHEEXISTINGCONCRETESEAWALLANDSTEPS.THE PROPOSED SCOPE OF WORK FOR THE EXISTING CONCRETEFO#SEAWALL IS COSMETIC REPAIRS SUCH AS SEALING CRACKS,AND A SKIM COAT OF MORTER OVER THE CONCRETE,ETC.NO&SRY CHANGES TO THE EXISTING WALL FOOTPRINT OR HEIGHT AREZENPROPOSED.®EXE Ke 7BRA;3.THE PROPOSED REPLACEMENT OF THE EXISITNG CONCRETE ANDSNR#ROCK STEPS CONSISTS OF THE REMOVAL OF THE CONCRETERENSTEPSANDROCKSTEPSSEAWARDOFTHEWALL,AND REPLACING4THEMWITHTIMBERFRAMEDSTEPSWITH"THRU—FLO”GRATING USED FOR THE STEPS.ALUMINUM STEPS CAN BE USED AS AN ALTERNATE AT THE APPLICANT'S OPTION.THE STEPS ARE INTENDED TO BE PERMANENT (AS THEY ARE NOW)OR REMOVED AT THE APPLICANT'S OPTION. AL 2 4.THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TOLr:ACCOMPLISH THE REPAIRS.EQUIPMENT AND MATERIALS HANDLINGcialNOES:SITE PLAN (EXISTING)SITE PLAN (EXISTING LTTE NOTE or TT TE AESUCINGSobaGF MITTED CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION 1.RECORD OWNER:10 5 0 10 20 40 10 5 0 10 20 40 AUTHORITIES. CHERINE M.NESTOR 49 SHORE ROAD REALTY TRUST —=—5.ALL WORK SHALL BE ACCOMPLISHED FROM THE UPLAND AS MUCH &AUBURN ROAD.WELLESLEY fk SCALE:1"=20 SCALE:1"=20 AS PRACTICAL.THE STAIRS CAN BE PRE—FABRICATED EITHER ON FELD:BOOK 5575 HAGE 50 SITE (LANDWARD OF THE SEAWALL),OR OFF SITE AND INSTALLED SLI HOOK 75.PAGE 85.LOT 1 BY HAND.THE REPAIRS TO THE SEAWALL CAN BE ACCOMPLISHED BY HAND.NO LARGE EQUIPEMENT FOR ANY WORK ISASSESSORSMAP16,PARCEL 1 ANTICIPATED. 2.RECORD PLANS;4.THE PROPOSED WORK LIMITS DO NOT APPEAR TO BE 6.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE EXISTING CONDITIONS PLAN,BY JC ENGINEERING,DATED WITHIN A NHESP BOUNDARY AND THEREFORE WILL NOT RETURNED TO THEIR PRE—CONSTRUCTION CONDITION. SEPTEMBER 19,2017.BE SUBJECT TO MESA REVIEW. 3)SECTION LINE CREATED FROM LINE WORK ONLY;NO ADDITIONAL 7.HE fegEss ROJTE AMD PORKSTE SHALL PE SEED otINSTRUMENTSURVEYWASPERFORMED.MEAN HIGH WATER ELEVATION IS 1.6’NAVDSS.‘ MEAN LOW WATER ELEVATION IS —1.4°NAVD88.8.THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF3.PARCEL APPEARS TO LIE WITHIN THE FLOOD ZONE AE (EL=12")SOURCE:SURROUNDING PROJECT PLANS AND DIRECT 40 CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH PER FIRM MAP 25001 C0588 J,PANEL 588 OF 875,LAST REVISED OBSERVATION AND MEASUREMENT BY SHOREFRONT 4”x 4”RAILING CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. JULY 16,2014 AS SHOWN ON THE FEMA WEBSITE.CONSULTING.2°x6”HANDRAIL (TYP)SUPPORT POSTS (TYP)9.ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, g UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT "x 4"]4’WIDE "THRU—FLO”CONSULTING.~—LAND SUBJECT TO COASTAL STORM FLOWAGE (LSCSF)—*=|AND SUBJECT TO COASTAL STORM FLOWAGE (LSCSF)—w=4”x 4”RAILING 5%’THROUGH I EF GRATED DECKING (TYP) Ex.2-3 wide SUPPORT POSTS (TYP)BOLTS (TYP)3 NO PART OF THIS DRAWING MAY BEoe.Ex.2'=3"widegravelbufferstrisree]buffer 2"x 4"TREAD SUPPORTS;USED BY ANY PARTY WITHOUT THE THROUGH BOLTED INTO Top of Wall =7'+Top of Wall =7'+"42°STAR STRINGER (TYP)EXPRESS WRITTEN CONSENT OF 4"x6”Ledger Board STRINGERS (TYP)SHOREFRONT CONSULTINGEx.Stone Revetment Proposed Timber or A 2”x 4”TREAD SUPPORTS; Ex.Concrete Steps Aluminum Steps;See THROUGH BOLTED INTO Ex.Stone Steps Details STRINGER (TYP)Ly F 6.0 8.0 1 £1 4’WIDE "THRU—FLO”FB4.0 4.0 00 : 1 GRATED DECKING (TYP)FF Tone VE =2.5%"THROUGH —[Fe prea.bg new Pw BOLTS (TYP)|SKETCH PLAN SHOWING PROPOSED 5208 —2 2.0 T———6"x6"ANCHOR POST SAE AS SHOWN=T 1 A SEAWALL AND STAIR REPAIRS fe,".—-M I ~oo oun oo no [PROJECT DRAWN BY&Tp +0 1 LN Te $e 3B ieoOoOo0000©©!©o ©49 SHORE ROAD REALTY TRUST [™®®wc 7 ELEVATION DETAIL (EXISTING)—ELEVATION DETAIL (PROPOSED)STAIR DETAIL (PROPOSED)STAIR DETAIL (PROPOSED)RE oe eya—ee a —Ce ——|DENNISPORT.MA,0539 BN SCALE:1"=10 SCALE:1"=10 SCALE:1"=4’SCALE:1"=¢'Sl ooTEES Ar