Loading...
HomeMy WebLinkAboutApproved site plan (2 sheets) 7.9.2026C001 Civil Cover SheetC100 Site PlanPLAN SHEET INDEX:C001Civil Cover SheetProposed SeawallCivil Construction Plans681 Route 28West Yarmouth, MA 02673 LEGEND --99-EXISTING CONTOUR X 99.r EXIST. SPOT ELEV. -[99}-PROPOSED CONTOUR [9B.4] PROPOSED SPOT EL. TlH TEST HOLE G CONCRETE BOUND C-0.., UTILITY POLE ¥FIRE HYDRANT� LIGHT POST GALV. THRU-BOLTS POSTS PROPOSED 5' PLANTING STRIP BETWEEN PARKING LOT & TOP OF WALL, SEE 6'0.C. 30 YR. GROUND CONTACT P. T. 12"X12" POSTS 42" MIN. EMBED OR SIMILAR CODE COMPLIANT SAFETY FENCE /PLANTING SCHEDULE REFERENCE PROPOSED SEAWALL PROFILE VIEW FOR SCALED ELEVATIONS AND LOCATIONS, STATIONS SHOWN ON PROFILE & PLAN VIEWS � TOP OF WALLEL. 5.0± TAPER TO MATCH / EXISTING GRADE 1'7/7 /7'/'7/7//7/'7/'"1))-l�+'(>f-,,..,�::.._....._ ,� PROPOSED 1 TON \ ARMOR STONES ',.. FIT IN PLACE (NOT DUMPED) I MHW 1.4± EXISTING PAVEMENT TO BE REPAIRED AS REQUIRED 1.0 PROPOSED 2+ TON ARMOR STONE FIT IN PLACE PLANTNG SQ 7111 E SYMBOL PLANT NAME SIZE �J SWEET FERN #1 COMPTON/A PEREGR/NA QUANT. 18 NOTES 1.DATIJM IS NAWBB2.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FORLOT LINE STAKING OR ANY OTHER PURPOSE. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR CAWNG DIGSAFE (811) ANDVERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEADUTILITIES PRIOR TO COMMENCEMENT OF WORK.4.EXISTING SEPTIC SYSTEMS NOT SHOWN.5.FILTER CLOTH SHALL BE MIRAFI 600X OR APPROVED EQUAL,INSTALLED IN TWO LAYERS, ANO OVERLAP 4' MINIMUM ON ALL SIDES.6, GEOGRID MAT SHALL BE MIRAFI 10XT OR APPROVED EQUAL, INSTALLED OVER FILTER CLOTH, AND OVERLAP 3' MINIMUM ON ALL SIDES. 7.BEDDING STONE SHALL BE ONE LAYER OF GRANITIC STONE GRADED 4"TO 8" FOR A DEPTH OF 18"-24".8.ARMOR STONES SHALL BE OF NATIVE GRANITE BOULDERS AS�a WATER SHUT OFF PROPOSED MIRAFI 600X FILTER FABRIC IN TWO LAYERS OVERLAP JOINTS 4' MIN. STAGGER OVERLAPS, MIRAFI MIRAGRID 1 OXT TO BE PLACED OVER FILTER FABRIC OVERLAP JOINTS 3' MIN. STAGGER OVERLAPS, HOOK FILTER FABRIC AROUND TOP & BOTTOM STONES (NOT DUMPED) ,, EXISTING GRADE SPECIFIED FOR WEIGHT ON THE TYPICAL PROFILE DETAIL SELECTPRIMARILY UNIFORM, (NON-ELONGATED) ANGULAR STONE SHAPES ANDFIT INTO PLACE FOR MAXIMUM STABILITY SUBJECT TO REVIEW ANDINSPECTION BY OWNERS ENGINEER. ALL ARMOUR STONES SHALL Nantucket Sound --x --FENCE--w--WATER LINE --G --GAS LINE -OttE -OVERHEAD ELECTRIC --s ---SEWER LINE NOT[: NOT AU. S'l'UB0t.S liM.Y NIP£AR IN DRAWING - ----------------�----�<h:B�zs--- -----------------�-� I I c1J"-B � --� ) PROPOSED 18" -24" LAYER OF 4"-8" CRUSHED BEDDING STONE OVER DBL LAYER FABRIC & GEOGRID MAT, FILL ANY LARGE VOIDS IN ARMOR STONE WITH 1-2' ROCK E11s, cuR_8 L,\B.�•\ SECTION A-A (NOT TO SCALE) \ ', R�\656;_..\�g• \ -�� \ '------.---� =\ di;;; ---..;:. - l___ \ -----� / -------- - -,-� ;;j --4J -..;:. -, . <' 4J --I ...,- o s,;---.1----\ "' 4J ---_ --\ _ \.-i5 1, X 8, C.I. INLET -�� C���-J-\ �-5 6) BURIED---------lORTION OF </., ONE� , /V��ROPG$ED -----\ -/ >�\ \- \ --\ "' -• -I SEAW!,LL S E EA WAUL � D�L -I - I --------\------ \ ----__ -r ...J,..-----\ \\ \ -, /\ -----\ .. �-' ��g�oSED _ ---7 � C PLIANT ---\ -______ ,.... ... \,..COFMETY FENCE --� \. SA A I L------ -qX\ ALO NG SEAW,y.. ---/.....--Y "' ------ _,,,, ----SEE - ,.... ;ITT\11 \ -- �\ _--o NOT E,,, .... :;;( --\\_�_:� 12 '� .d'� :.i- \ 1'r:, ii> \ -­__ .--.-, ----------\ --\ \ -----\--------?. ----\ // 'b.),. -\----Q ---�-----------,,.. -T / \' � -.. ,/ ·, ..J 2 PARKING • \ ,, , --1 s�---m-...._____ } 25.1'\ -FLAGPOLE � --- --- ---"-<:S) -K,,, -- , : ; \ ----\ \ \ PROPOSED / \ _ .. -- __ --1--\ \ --_,__--\- \\ STAGING 1_AREA " -/ \ ---------\ --- \ 1------\-\// / -- ---------\ \ ___ ....J I </ f--1 ti ,._l� -7 ____ _ 's "--- \ 0'-f:)(ISTING SEAWALl___ SEE 7567 P�165 BENCHMARK: DECK SURFACE =7.4' NAVD88 / --< I - - --\"" I \ -I ___ x---1---'i-\ � --I i-------�-� r.;--_J --·1 :•• 1 '' rl l "inn,? ,,·11 Ii . i11 r 11: 1 :\n ,·1 11'' / - / / .,,-.,,­/ / / / .,,-.,,- / / - / DCE #25-036 ---------\-\ -t ---------------\ .l- ------ .,,- --- 'rf' o//7173///!7//71i771li ½ ½ I u1sT1NG « � f\S\1 f/ •• �Rl'.E"I ,� ( � 1/1/j//// \ 1/1, • ,f '0 o/; II I ,---rr• ✓--✓--�? :iJ -- (�- - 'r' ,rI71Li J_ L.i_l er- - - - ""111''.iii 1, _,.,.,1 111,1·ii , c' ii ii, 11 1 :r ,ii I 111 I " , , 1, I '1 'f I I II I ! 'II I I I 111 ,1 II ,11 1 !,I,l f l !i' i\s""\\"'-'�o """"s "\ s ?, ""\\ "\ \..,o<os """"0?-,, 'o·°'?-ss s\,.,, oo?-'- �\; ...,--=,'o\S '1_S J sSI'- I I ' I ,!l,r:Uli., 11 Ii, '//2 �I' I, ii!, LSCP. llE �T�WALL--7----� I I ----------' !, Ir ',I. I l 1 y � DRAINAGE SWALE PLAN VIEW Scale: 1 "= 20' 0 10 20 30 40 50 FEET jf, '1 111,·: I I'll ·1 1', 1,1 11, I 11 , -'1 I ��'?­\,0 / --------- �\ � j, - w����\ /\G \ ,Y & EE ' ' II I -Jf-........ 2+ TON TOESTONE BURIED 4-5' '�\' LANDSCAPE LEGEND �­� □-□-□-□- PROPOSED PA VEMENT PROPOSED GREENSPAC E PROPOSED SEAWALL ABOVE MLW EXISTING SEAWALL ABOVE MLW PA RKER'S RIVER (MLW) FIRMLY CONTACT THE BED STONES AND ALL ARMOR STONE DIRECTILYADJACENT. ARMOR STONES SHALL BE PLACES SO THEY INTERLOCKTO AVOID SHIFTING. ARMOR STONES SHALL BE SET IN A "POINTS UP"ORIENTATION,9.REMAINING BOULDERS AND BEDDING STONE SHALL BE REMOVED FROMTHE BEACH AND BUFFER ZONE DURING THE COURSE OF THEINSTALLATION. STONE CHIPS AND BEDDING MATERIAL SHALL BECONTAINED IN A STEEL BIN OR OUT SUITABLE DEVICE.10.INCIDENTAL GAPS AND SPACES WITHIN THE STONE FACE SHALL BEFILLED AND FITTED WITH THE LARGEST STONE THAT CAN BE FITTEDINTO EACH OBSERVABLE SPACE. PLACING OR DUMPING OF STONECHIPS ONTO THE STONE FACE IS NOT PERMITTED.11.CONSTRUCTION ACCESS SHALL BE THROUGH THE EXISTING PARKINGLOT TO THE TOP OF THE SEAWALL THE ACCESS ROUTE AND WORKSITE SHALL BE CLEANED AND RESTORED AS REQUIRED TO MATCH THEPRE-CONSTRUCTION CONDITIONS,12.PROPOSED EDGE OF PAVEMENT 5' FROM THE PROPOSED TOP OF THESEAWALL, PROPOSED PAVEMENT SECTION TO MATCH EXISTING PARKINGLOT CONDITIONS, THE EXISTING PARKING SPACES SHALL BE ADJUSTEDTO MEET THE REQUIREMENTS UNDER THE TOWN OF YARMOUTH ZONINGBYLAW SECTION 301. LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 32 PARCEL 121 LOCUS IS WITHIN FEMA FLOOD ZONES AE (EL. 11 ), AE (EL. 12), & AE (EL. 13) AS SHOWN ON COMMUNITY PANEL #25001C0588J DATED 7/16/2014 OWNER OF RECORD NAME: GOLD VILLAGE WATERSIDE LLC ADDRESS: 681 ROUTE 28 TOWN: WEST YARMOUTH, MA 02673 --5 ....._______ � 13.EXISTING IRRIGATION LINE TO BE REMOVED IN PROJECT AREA, &EXISTING 4•• DRAIN PIPE TO BE CAPPED PRIOR TO THECOMMENCEMENT OF WORK.REFERENCES DEED BOOK 20345 PAGE 145 DEED BOOK 7567 PAGE 161 PLAN BOOK 491 PAGE 92 PLAN BOOK 481 PAGE 23-26 -</. \, PROPO p ST ONE '-....,� SEAWALL S� DETAILS I BURL PORTION PR__opesf 1ALL ------� � OF_?lf.-\\ d'"' ii> 0) I � L. ·�I \� �-•--) "'.1 (l -?-----------,� ----,r 's \ ', \ \ � •, \ 30. 00 --+----------!---------+-- 20.00 --·--·---···-··------------E-XIS-TING ·· . · 'ee ' D ' �--REf:ERENC ' t,----·---·•----·--•--:___ _p__J,,VEMENT,__ _COMPLIANT SECTION A-A REPAIR AS FENCE _________________________ DETAILFOR .........---REQUIRED-/= CO ASTAL___SEAWALL-----,1-------1--··--·PbAN'flNG'>---REQUIREMENTS '-·-----·------28:0>'----' ------ 1 0. 0 0 fillt ------------�---___ -1;; 1 tif:��-LL_--_-___ ---· __ +;-·-·_-______ t---- ...... , ...... :Jltl.dLT.o. W . ..J:L�-5.Q '._;;l:_f :....... 0.00 -10,00 --ill'! 1----�----1�w ::�_--1_--:--_4--'--��----------------�----_ ---1-MLW EL. -2.2 ±, --�� - -:=t·-=----:::.-:::---=_--:,-:-__ ::c= ____ , _ -----------�""--------�--i�l;��G_ -� �----------1-''?S------------------------__ ,,_____ ··---· ---·-·-·-.. - ---III B.O.W. EL. -15.0'± 30.00 20.00 10.00 0.00 -10,00 -20. 00 -+-----------+---------+--20.00 0+50.00 0+00. 00 Station PROPOSED SEAWALL PROFILE VIEW Scale: 1"= 10' 0 5 10 15 20 25 FEET SITE PLAN C 0 +--' 0> Q) w PROPOSED SEAWALL OF PLAN Scale:1"= 10' 0 5 10 15 20 9 :JUL.. 7o Z6 DATE VIEW 25 FEET PHILBROOK ENGINEERING PROJECT P87-05 l-"\-1b DATE 681 ROUTE 28 WEST Y ARMOUTH1 MA PREPARED FOR LOBSTER BOAT RESTAURANT REV: L -DANIEL A. OJALA, P.E., P.L.S. DATE: APRIL 29, 2026 JULY 9, 2026 (CONCOM COMMENTS) I ' off 50B-362-4541 fax 508-362-9880 downcope.com © down cap, ,ngin,,ring, int. � civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 SURVEY: DAO/NHO DRAFTED BY: PTT CHECKED BY: � 25-036 LOBST ER BOAT.DWG