Loading...
HomeMy WebLinkAbout83-1773 - Site Plan0.5' FROM DECK ---I I-- TO REAR OF NEW BULKHEAD PROPOSED DECK= 8.5' ................................................. OPOSED N EX. HSE PR ROPOSEDRTRAP ROCK FILL EX. DECK w 10 " 'FF=8.77, :. . . ELEV-8.5 t . c� R OSED BULKHEAD, ' _ _ 5- TOP ELEV.=. 7.0rr�' HTL 3:91 , 00 _ 0 _ _ MLW 0.0' Yo TCB -3 _ PROPOSED �E EXISTING EXISTING 0° i l - _ DAYUM ELEV BEAM RIR RAP GRADE z 0- EX. UTILITY POLE TO BE RELOCATED LANDWARD TCB -2 \ CAPE ISLE DRIVE TO EDGE OF CUL-DE-SAC _ WITH UTILITY RE -ALIGNMENT U -'" " - n_v ; ° 0+00 0+10 0+20 0+30 0 "rw _mv I ``° SECTION A -A \ v� �N~" SCALE: 1"= 5' HORIZONTAL 1"= 5' VERTICAL 0' w - I e1 r +✓ LAMP TOP = 7.0 ........................ .... ....:....... :........ EXISTING BANK VEGETATION TO REMAIN EDGE OF EXCEPT AT NARROW "TIE BACK 10 - ..... ... BV.W. ... . .. TRENCHS .. ..... .... .. . PROPOSED BULKHEAD, 5 _ -TOP= .MID ,TIDE. , MHW=3.1' PRBPOSED - ' _._' - ' . MLW 0.0' TIE -BACK DATUM ELEV W00 -5.00 N (6 ' 5 0 IGS; N85'39'10'W / -- �lyp EXISTING STONE PROPOSED VERTICAL BULKHEAD EX. STAIRS -1 1 Os k 3 TO F WALL EL=7.0 4 � '�. •'y . - 47.61 REVETMENT WALL P O ' (t.PPROX. \ -5 -jam g� �ry5 �O I 1 LOCATION; A / ELEV. 6.0't { I/ GU's' 00 EX. STAIRS TO BE \\ \ i I ,RE - REMOVED, EX. SLUMPED REVEMENT & RETURN TO BE REPAIRED yOOp FLAG POLE A 2" DEPTH CAP L�6 27' EXIST3DP BITUMINOUS i 4 PROPOSED FILTER FABRIC . OY� DRIVEI`lAY ,,j ' 94-55'29-`- } R0•p0 a mj / PROPOSED AREA ADJACENT TO THE <-t los BORDERING VEGETATIVE WETLAND TO im HAVE 6 WETLAND SOIL AND BE I 10 PLANTED WITH AMERICAN BEACH (HPPROX.F ; b i GRASS, (Ammophila breviligulata) i EX. BAY i _ I OLAT?OPI} �U( �X. LAMP INDOW ZO gV`N J N/F I ( y PROPOSED GRADE cf) Q -,' MARGARET do STEPHEI WALSH " F I 21 CAPE ISLE DRVE 5 1 -O RA 0 ASSESSORS MAP 19, P,RCEL 82 MIN N ) f:>C v +1 • � -•-' , 11,0881 S.F. 8' e wTYP. �Q o UND ONLY PILE WHALER 3- .2G- 07 24" 3"x8"P.T. 00 M (6 N 00 O M N 1 r' M I 8"x8" 00 0.280" OUTSIDE II II 8"x8"P.T. II `I M TIE -BACK PROPOSED 07 Nd 425 VINYL SHORE GUARD BOLT 3/4"0 MIN. SHEET PILING I 1 U -'" " - n_v ; ° 0+00 0+10 0+20 0+30 0 "rw _mv I ``° SECTION A -A \ v� �N~" SCALE: 1"= 5' HORIZONTAL 1"= 5' VERTICAL 0' w - I e1 r +✓ LAMP TOP = 7.0 ........................ .... ....:....... :........ EXISTING BANK VEGETATION TO REMAIN EDGE OF EXCEPT AT NARROW "TIE BACK 10 - ..... ... BV.W. ... . .. TRENCHS .. ..... .... .. . PROPOSED BULKHEAD, 5 _ -TOP= .MID ,TIDE. , MHW=3.1' PRBPOSED - ' _._' - ' . MLW 0.0' TIE -BACK DATUM ELEV W00 -5.00 N (6 ' 5 0 IGS; N85'39'10'W / -- �lyp EXISTING STONE PROPOSED VERTICAL BULKHEAD EX. STAIRS -1 1 Os k 3 TO F WALL EL=7.0 4 � '�. •'y . - 47.61 REVETMENT WALL P O ' (t.PPROX. \ -5 -jam g� �ry5 �O I 1 LOCATION; A / ELEV. 6.0't { I/ GU's' 00 EX. STAIRS TO BE \\ \ i I ,RE - REMOVED, EX. SLUMPED REVEMENT & RETURN TO BE REPAIRED yOOp FLAG POLE A 2" DEPTH CAP L�6 27' EXIST3DP BITUMINOUS i 4 PROPOSED FILTER FABRIC . OY� DRIVEI`lAY ,,j ' 94-55'29-`- } R0•p0 a mj / PROPOSED AREA ADJACENT TO THE <-t los BORDERING VEGETATIVE WETLAND TO im HAVE 6 WETLAND SOIL AND BE I 10 PLANTED WITH AMERICAN BEACH (HPPROX.F ; b i GRASS, (Ammophila breviligulata) i EX. BAY i _ I OLAT?OPI} �U( �X. LAMP INDOW ZO gV`N J N/F I ( y PROPOSED GRADE cf) Q -,' MARGARET do STEPHEI WALSH " F I 21 CAPE ISLE DRVE 5 1 -O RA 0 ASSESSORS MAP 19, P,RCEL 82 MIN N ) f:>C v +1 • � -•-' , 11,0881 S.F. 8' e wTYP. �Q o UND ONLY PILE WHALER 3- .2G- 07 24" 3"x8"P.T. PROF SSIONAL ENGINEER INSIDE (TYP) (6 p ch LO O N I M N 1 r' M I 0+00 0+10 0+20 0+30 SECTION B -B SCALE: 1"= 5' HORIZONTAL 1"= 5' VERTICAL PROPOSED 3"x8" PRESSURE /TREATED (P.T.) INSIDE WHALER (4) NO. 5 PROPOSED 8"x8" P.T. OUTSIDE CONTINUOUS WHALER REBAR (TYP.) _ HIGH TIDE LINE ELEV.= 3.9' 3000 PSI CONC. PROPOSED 5/8.0 GALVANIZED BOLT • 2" MIN. CONC. �! (COUNTERSUNK) 2.5' COVER (TYP.) PROPOSED ' MIN. MEAN HIGH WATER ELEV.= 3.1_ ; J I JVERHANG-�� + TYP.) EXISTING STONE REVETMENT I ' I ` " �(2 - - - : HOOPS N0. 3 WALL TO BE CHINKED USING PROPOiED I-- ' 1 N/F 12" BED OF (TYP.) EXISTING RIP RAP STONE �' '4 PROPOSED 3/4 0 MIN. GALVANIZED 24" O.C. TYP. = ENCLU±ED PORCH�� L--- KARL A. KOSKI COMPACTED �i� CRUSHED STONE OR EPDXY COATED TIE -ROD OR REINFORCED CONCRETE WALL (TYP.) - #11 CAPE ISLE SUBGRADE 3 EX. ST I- 18' 1 DRIVE BOLT TIE -ROD SCREW -ROD, 10' O.C. (TYP) TIE -BACK BEAM DETAIL PROPOSED FILTER _'' ' ' N w ASSESSORS TO 7"x7" BASE MEAN LOW WATER ELEV.= 0.0' SCALE: NONE rr ;d MAP 19 PLATE EXI$ FABRIC (3 DEEP) Ij EXIS iNG DECK PARCEL 81 PROPOSED nNG TO BE REMOVEDDURING #21 v o GRADE 3 CONSTRUCTION OF POPOSED f ; TIE -BACK BEAM [DRILL CHMARK: ? BULKHEAD AND REBUIL' AFTER EXISTING ONE STORY .r HOLE SET IN STONE CONSTRUCTION IS CIMPLETE WOOD FRAME HOUSE ! p ALT 10" PT WOOD PILE (10TOF=7.8 MLW z PROPOSED OP110NAL MIN LENGTH) (SEE PLANPEAT ELEVATION= -1.5VATION 6.43 (MLW) I BULKHEAD ABOVE MHW FT EX, PATIOEX. FF=8.77 MLW FOR LOCATION PROPOSED REINFORCED SHED TO PREVENT EROSION ) r ��f CONCRETE TIE -BACK A TB ELEV.= 2.0 EXISTING OF BANK. / BEAM, SEE DETAIL TB ELEV.= 7.5' GAS METER, PROPOSED BOTTO 1 ' ELEVATION OF VINYL (SLOPE BULKHEAD AREA BEHIND BULKHEAD EXISTING 1 I , FOR ELEVATION E-BA(CK B BELOW MHW TO REMAIN SHEET PILING= -5.0'1 r 11 8'x16� /FLOAT CHANGE)r � UNDI TURBED-EXCEPT PROPOSED VERTICAL BULKHEAD WITH TO BE - - -� NARROW TRENCHES FOR 1 REMOVE , - `' i ` _ - - BVW-3 of B -5 TIE Acl<s. REINFORCED CONCRETE TIE -BACK BEAM 1 - - GD E m t G� BVW-4 E 128 S.F EY.iST:`JG STONE "- -- (. 14'OOD BULKHEAD SCALE: NON J �'EVET�,tENT N853910 W /-Ell. fig PROPOSED BULKHEAD TIEBACK INTO PI PROPOSED DECK EXTENTION (TYP.) MLW E ISTING BULKHEAD 0 T1 �.� (TOTAL AREA=226 S.F.) •�.. • EV.=2.0' --=- u - -- _ _. q _'`` -E.,. 'vr'OdQ BULKHEAD PROPOSED TOP BULKHEAD PROPOSED TIE ROD ,' .., O L. J ROPOSED--- -_- 1 (TB) ELEV.= 7.0' 10,110 (TYP.) � ---- ULKHEAD ` i� _ INTO SID BE REPLACED BEING D A ----- EXSTW I It KIND WHERE TB ELEV.= 7.0' j EXISTING 6'x24' FLOATS B \_E BULKHEAD FILL PROPOSED GRADE / RAMP WOOD BU _ O BULKHEAD T- BE=SET TO ELEV.=6.b' % TO BE REBUILT E�STC G 00 THIS LENGHT--OF EV.= i•5' EX!STI: NG Ri AP S 'N tiitAL PILE TYP. REMOVE RIP RAP AND USE TO y\., WITH TOP AT MID TIDETO i REPLACE CHINKS IN EXIS11NGI EBB '� 200-300- # RIP RAP -•-- LEVEL. (EL~2.0+OF PARKERS RIVER � _ TR FILTER FABRIC N z� STONE REVETMENT WALL! �..,�M1 (TIDAL) TRANSITION" AREA ONLY FLOOD EXISTING & FLOAT TO BE� ;A $ �► REBUILT. FLOATS TO BE A 24'x6' r AND A 20'x6' FORA TOTAL OF 264 S.F- - REDUCTION OF 24 S.F. FROM EXISTING - f n _- - !,!ZTN3 WOOD c(rfF'.; Ilk MLW v; ISSUED FOR PERMITTING NOT FOR CONSTRUCTION�---= _ re=HTyL--3 9' BULKHEAD TOP ELEV.= 2.0+/ - EXISTING BULKHEAD ELEV.=6.9'f •HR EL=3.9' ,MHW EL.=3. I' WHALER 3- .2G- 07 24" 3"x8"P.T. PROF SSIONAL ENGINEER INSIDE (TYP) )SED 3"x8" 4 DD INSIDE (2") (TYP) WHALER II II it 8"x8" 00 0.280" OUTSIDE II II 8"x8"P.T. II PROPOSED WHALER N0. TIE -BACK PROPOSED WHALER OUTSIDE SHORE GUARD BEAM VERTICAL 425 VINYL SHORE GUARD BOLT 3/4"0 MIN. SHEET PILING BULKHEAD 425 VINYL TIE -ROD DETAIL SHEET PILING CROSS SECTION 3 WHALERS/SHEET PILING CONSERVATION EDITS. PROPOSED VINYL SHEET PILING SCALE: NONE 'ERTY OWNERS: NOTES: PHEN & MARGARET WALSH 1. THE PROPOSED ELEVATIONS OF THE TOP OF CAPE ISLE DRIVE THE BULKHEAD VARY DUE TO THE AREA OF 1TH YARMOUTH, MA 02664 PREPARED FOR: BORDERING VEGETATIVE WETLANDS FOUND 22 PARK ROAD FRANKLIN, MA ON-SITE. 1 A. KOSKI 384 Washington Street THE FOLLOWING ELEVATIONS ARE PROPOSED FOR CAPE ISLE DRIVE 781 6597981 SEC11ON A -A OF THE BULKHEAD: ITH YARMOUTH, MA I)1'6C)L 0 5 10 20 rm -TOP OF BULKHEAD= 7.0' DWG. NO: 5179-20 SHEET 2 OF 3 -PROPOSED GRADE BEHIND BULKHEAD= 6.5' -CENTERLINE OF WHALER= 3.0' THE PROPOSED ELEVATIONS FOR THE LOWER LENGTH OF BULKHEAD (SECTION B -B) -TOP OF BULKHEAD= 2.0'+/- -PROP. GRADE BEHIND BULKHEAD= EXISTING -CENTERLINE OF WHALER= 1.0 +/-' DAVIDJ. CRP PN No.31305 11 3- .2G- 07 DAVID CRISPIN DATE PROF SSIONAL ENGINEER PROPOSED BULKHEAD, RAMP, FLOAT, DECKS, REVETMENT & FILL #21 & #11 CAPE ISLES DRIVE 1N SOUTH YARMOUTH MASSACHUSETTS BARNSTABLE COUNTY PROPOSED SITE PLAN JANUARY 02, 2007 REVISIONS: N0. I DATE I DESC. 1 3/13/07 1 EASTERN BULKHEAD LOWERED 2 3/15/07 REMOVE WESTERLY FLOAT 3 3/26/07 CONSERVATION EDITS. RIP RAP / RED. WEST FLOAT PREPARED FOR: STEPHEN J. WALSH 22 PARK ROAD FRANKLIN, MA 02038 K BSC GROUP 384 Washington Street Norwell, Massachusetts 02061 781 6597981 © 2007 BSC Group, Inc. SCALE: 1* = 10' 0 5 10 20 rm FILE: Design\8780-BULKHEAD.dwg DWG. NO: 5179-20 SHEET 2 OF 3 JOB. NO: 4-8780.00