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HomeMy WebLinkAboutSite plan 4.29.2026CONSTRUCTION NOTES:e 4)LU fy N/F 1.ELEVATIONS REFER TO NAVD88.CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL PROPERTY LINES DEPICTED HEREON ARE BASED re ON A FIELD SURVEY BY DOWN CAPE ENGINEERING oo 4 &137 PAWKANNAWKUT DR SOUTH RECORD RECORDED IN THE BARNSTABLE COUNTY a|YARMOUTH,MA 02664 2.THE SCOPE OF WORK CONSISTS OF RECONSTRUCTING AN EXISTING PERMITTED REGISTRY OF DEEDS 0 \\,BULKHEAD IN THE SAME LOCATION,AND RAISING UP 6 INCHES TO PREVENT . SILTATION INTO THE RIVER.THE EXISTING LANDING WILL BE REMOVED TEMPORARILY,WORK AREA LIES WITHIN FLOOD ZONES AE (EL.< \AND THEN REPLACED.THE EXISTING "NAVY”PILES AT BULKHEAD CAN BE REMOVED 11°)AND ZONE AE (EL.12’)AND AE (EL.12’)a,Ss 3 N WITH THE DECK SUPPORTED BY THE BULKHEAD ON THAT SIDE AT THE APPLICANT'S LMWA PER FIRM PANEL #583 OF 875,%= C2 K '.OPTION.IF THE PILES REMAIN,THEY CAN BE USED AS THE FALSEWORK FOR THE COMMUNITY MAP NUMBER 25001C0583J ; S —\DRIVEWAY\NEW BULKHEAD TO MAINTAIN ALIGNMENT.EFFECTIVE DATE JULY 16,2014 AS SHOWN ON eS \\THE FEMA ON-LINE DATA BASE.:Pp. o EXISTINGSREVE TMENT Ce)|a THE,RETURNS ON BOTH ENDS OF THE WALL SHALL EXTEND LANDWARD TO MATCH oeoe(NO WORK PROROSED) /:MEAN HIGH WATER =1.1’NAVD 88 locusLhe4.CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY OR FROM A MEAN LOW WATER =—1.8 NAVD 88 7 WORKING BARGE.EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY OR THE WORKING BARGE WHEN NOT IN USE.WORKING BARGE TO BE ANCHORED TO oS ee |eeGeEee REVIEW AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE.eal 5.THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE eeee ee a Nantucket INSTALLATION OF THE BULKHEAD.EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ( ‘ REAS)Sound ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT,SHOWN ON THE PLAN.THE 100°AND 200 THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH RIVERFRONT AREA ARE OFF THE PROPERTY. CONSERVATION AUTHORITIES. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE—CONSTRUCTION CONDITION.ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE—CONSTRUCTION CONDITIONS. LOCUS MAP SCALE 1”=2000'+ MEAN HIGH WATER LEGEND MHW 8.THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR MLW MEAN LOW WATER THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK.—2——ELEVATION CONTOUR ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL,UNLESS OTHERWISEBENCHMARK:i APPROVED BY OWNER OR SHOREFRONT CONSULTING.TOP OF WALL PROPERTY LINE BUL EXISTING 73’ KHEAD TO BULKHEAD”,BY SHOREFRONT CONSULTING,AND STAMPED BY MARK MCKENZIE,P.E., DATED 12/12/12 FOR BULKHEAD DETAILS.THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE CL9000 MATERIAL WHICH IS NO LONGER AVAILABLE.THE CL9900 HAS A SECTION MODULUS OF 20 WHERE THE CL9000 HAD A SECTION MODULUS OF 16.4;THEREFORE,THE CL9900 IS A SUITABLE REPLACEMENT AND SHALL BE USED. 5.1’NAVD88 _\10.ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALLeyoSBEREMOVEDIMMEDIATELY.SURVEY NOTES2xn. : oe 11.REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 10’ENGINEERED VINYL : RECORD OWNERS: BARRY AND JUDY LASS 91 LANDING DRIVE DOBBS FERRY,NY 10522 ASSESSORS MAP 25,PARCEL 25 DEED BK.27459,PG.74 THE DESIGN ANCHOR SPACING IS 7 FEET,WHERE 6 FEET SHALL BE USED.ALL CHANGES ARE MORE CONSERVATIVE THAN THE ORIGINAL DESIGN.A N/F PERMIT REFERENCES; y=CAPE COD OZ PROPERTY Il LLC 12.THERE SHALL BE 6 INCHES OF CLEARANCE BETWEEN THE GRADE DIRECTLY BEHIND 1)SE83-738;DOCK AND RIP-RAP (1987) Ee 9 AVENUE AT PORT IMPERIAL THE BULKHEAD AND THE TOP OF THE BULKHEAD.2)COC FOR SE83-738;<1988> 3)SE83-1021;REVETMENT (1989) 4)COC FOR SE83-1021 <i991 5)SE83-1027;SEPTIC SYSTEM ¢1990) 6)COC FOR SE83-1027 ¢2013> 7)DEQE LICENSE 1719;DOCK,RAMP, #414 WEST NEW YORK,NJ 070935RESOURCEAREATABLESITEPLAN(EXISTING AND PROPOSED)TOTA T Si =375+/—SQ.FT.(A SORa saat ogeeaeaAREAWITHINTHE100’BUFFER AND RIVERFRONT AREA =14,375+SQ.FT.=soeEe 8)DEP LICENSE 2467;RIPRAP 1"=20'.8"X8”fIGREENHEART 9++(ae ms EXTENSION,DOCK AND 2 FLOATS <1991) /7 ANCHORI|WALE 7 =NO EXPIRATION DATE LAND SUBJECT TO COASTAL STORM FLOWAGE (2)2”X 8”P.T.CAP;/\7 .\ 7 f i A i \/EXISTING 14,3754 SQ.FT. W/%"GALV,BOLTS ‘{3X 6|}BACK WALE J,Jf PROPOSED =NO CHANGE @ 3’OC.(TYP)/PROPOSED SHOREGUARD //):eee i 7 '|4 GALV.LAG BOLTS oe CL 9900 VINYL SHEETING,se EXISTING =95+LINEAR FEET OF BULKHEAD (INCLUDING RETURNS)AND 175 DATE DANIEL A.OJALA,P.E.,P.L-.S. @ 3’0.C.(TYP)(ALTERNATE SS 20 LONG MINIMUM =FEET OF WALKWAYS,ETC. () NOT FOR STRUCTURAL 9x8"WITH CAP THRU-BOLTS (TYP)PROPOSED %PROPOSED =NO CHANGE i (2)2”X 4”PLT.CAP THRU-BOLTS;2’0.C.(TYP)PROPOSED MITIGATION;THERE :A jo coer BUFFER an THE ewe %2 2 pe mi i BULKHEAD.THERE IS NO INCREASE IN FOOTPRINTS;THERE NO 2°x8 His eeeae Gh iy PROPOSED CHANCE HELICAL ag ADDITIONAL MITIGATION IS PROPOSED.NO PART OF THIS DRAWING MAY BE USED BY —siden one tb ANCHORS;6’SPACING,(TYP)STRUCTURES WITHIN THE 35'-50’BUFFER OF MHW ANY PARTY WITHOUT THE EXPRESS WRITTEN SHEETING (TYP)|git EXISTING =680+SQ.FT.CONSENT OF SHOREFRONT CONSULTING AND CAP TOP VIEW CAP TOP VIEW ||NO CHANGE PROPOSED (ALTERNATE) DOWN CAPE ENGINEERING,INC. STRUCTURES WITHIN THE 50’—100’BUFFER OF 100’RIVERFRONT AREA __BULKHEAD CAP DETAIL SISTING ©1/404 5077.10—FOOTBULKHEAD PLAN VIEW _DE TAIL PROPOSED =NO CHANGE 5 :1 2 4 _———————SCALE:1°=2’ TOP OF WALL SHALL BE 5.6’(6”HIGHER THAN EXISTING)ee NS res MAXIMUM UNBLANCED FILL=10 FEET er Jf UNE ee eS -PROPOSED CAP;SEE DETAIL 1 | 20’MINIMUM EMBEDMENT |SHALL DEVELOP 18K MIN.or a cl eee al PROVIDE 6 INCHES OF CLEARANCE EXISTING GRADE 3°x6”BACK WALE -TOP OF SHEETING 10 BE ua SUPPORT DECK WITH BULKHEAD (OPTIONAL) F 2’+10.00 10.00 EXISTING PIER,RAMP,,\y /REMOVE 8”WIDE DECK FOR ,a=re AND FLOATS TO REMAIN CONSTRUCTION AND REPLACE; A.MA N\Name THREADED 1 DOCK WASHERS ~~6”nf PRE SEES ate bai 5 EXCAVATE TO”EXISTING GRADE the aFACILITATERODADAPTER,...=oy IT ll [__WHW =1.1"(FORCED) : INSTALLATION 0.00-He :0.00 mekapeamumase am OF TIE BACK EXCAVATE TOREEVE SEY A Bee MWe sa SOUTH YARMOUTH,MA |ee fe .Seger Orcs ie INSTALLATION OF TIE BACKS A aL -eg ae ae PAPE.ENGINEERING ~ an :)MAIN STREET @ 7-0”0.C.MINIMUM ANCHOR PENETRATION A PNBasins GRADE —""LIMIT OF EXCAVATION A :EXISTING GRADE pi acceso Lo THPORT,MA 02675 : SHALL BE 20’,AND DEVELOP 18 KIPS MINIMUM“=[\~~eeasae 10.00 ue :10.00 ene ANCHOR FORCE PER ANCHOR 00.06 6466.00 :es : 10—FOOT BULKHEAD ELEVATION DETAIL SECTION A-A (EXISTING AND PROPOSED)RONT CONSULTING ’:_290 CENIER SIREE| 25 25 5 10 5 5 10 20 DENNIS PORT,MA.02639 =aabaa|(508)280-8046 Soe aa 1"=10°DCE #25-097 _WWW.SHOREFRONTCONSULTING.COM _