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HomeMy WebLinkAbout83-1773 - Site Plan00200 _ o EX. UTILITY POLE TO BE RELOCATED LANDWARD TCB -2 CAPE ISLE D TO EDGE OF CUL-DE-SAC \ RIVE WITH UTILITY RE -ALIGNMENT --,ro, , l tt;r l �nVz Nt6'RISPN ime 3- 0.5' FROM DECK TO REAR OF NEW BULKHEAD M • TOP = 7.0 00 O . .. ..... . .. . . ... . . . . . . . . PROPOSED , DECK= ,8.5' . ...... . O ....................... N ........:.......:........ I DATE N (V O EX. HSE EX. DECK PROPOSED GRADE= 6.5 PROPOSED TRAP ROCK FILL 1 REMOVE WESTEF 3 .EDGE EXISTING BANK VEGETATION TO REMAIN EXC P A R TIE BACK OF E T TNA ROW A w RIP RAP / RED 10 FF=8.77, . .ELEV=8.5't ........ I ......... 10 . . ..... BVW- TRENCHS . . PREPARED FOR: STEPHEN J. WAL . FRANKLIN, MA 02038 BSC GIR 384 Washington Street Norwell, Massachusetts 02061 a a © 2007 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 m FILE: Design\8780-BULKHEAD. !S PROPOSED BULKHEAD, JOB. NO: 4-8780.00 I PROPOSED BULKHEAD, _ -- - ---, _ 00 -� 5 . L ._ _� .... TOP. ELEV.= 7.OT HTL 3:9" .. _ 5 TOP= MID TIDE 0' _HTL=3.9" v -�3.1' -MHW=3J' x TCB -3 ! ��_ p. _._._� \ �_�._.-MLW 1 -� PROPOSED 0.0' o PROPOSED _ _.-�,c.�._.�.MLW 0.0' m T �- - TIE -BACK EXISTING EXISTING TIE -BACK ---- I -_ - DA7VM ELEV - BEAM RIP RAP GRADE - DA7VAf ELEV Woo _ _ 00 _ o EX. UTILITY POLE TO BE RELOCATED LANDWARD TCB -2 CAPE ISLE D TO EDGE OF CUL-DE-SAC \ RIVE WITH UTILITY RE -ALIGNMENT --,ro, , l tt;r l �nVz -5.00 N 6 PILE Nt6'RISPN ime 3- DAVID CRISPIN 00 M • to 00 O th MASSACHUSE t0 PROPOSED Sl O i N M I DATE to (V O 1 EASTERN BULKH 2 -5.00 N 6 PILE Nt6'RISPN ime 3- DAVID CRISPIN PROF SSIONAL ENGINEER PROPOSED BULL • O to N th MASSACHUSE t0 PROPOSED Sl O i N M 0+00 0+10 0+20 0+30 0+00 0+10 0+20 0+30 SECTION A -A 3"SECTION B -B � \ ` ''w ;� SCALE: 1"= 5' HORIZONTAL SCALE: 1"= 5' VERTICAL AL r- m� t{ \ " " 1"= 5' VERTICAL �z t i POSED LAMP 0 BULKHEAD - GG EXISTING STONE EX }Trite;--� -1 \ �r�._r 1 y26•,3h � " --- .____ PROPOSED VERTICAL BULKHEAD .ZA N85'3910 yy JP REVETMENT WALL, TOP OF WALL EL=7.0' �5 y1 500 47.61 ELEV.= TOP ELEV.= 2.0+/- V.= 6.0± 200-300# RIP RAP 10CATIOrI! AT TRANSITION ONLY t 1 j 1 I i EXISTING BULKHEAD C • I I O . J EX. STAIRS TO BE - - - - - LEU 6 9 9 GUY 70 � REMOVED, EX. SLUMPED \\ ' -""` - - _------------- HTL EL=3. REVEMENT & RETURN MHW EL.=3.1 VERTICAL BULKHEAD PROFILE TO BE REPAIRED , o ( \ \ r i SCALE: NONE O �DO FLAG POLE TOP BULKHEAD, ELEVATION VARIES , i' I ry f / 2" DEPTH CAP (SEE PROFILE) L�66.2T I EXISTING BI .0 . hOUS " DRIVEW"Y µ PROPOSED FILTER FABRIC 94'55'29 \ ox I PROPOSED VINYL SHEET PILING R-40.00 \ a� F / - ' w m ,LO PROPOSED AREA ADJACENT TO THE BULKHEAD ( ( i; a BORDERING VEGETATIVE WETLAND TO EX S�"i•USc-� wf ��- s i HAVE 6" WETLAND SOIL AND BE °� rn I PLANTED WITH AMERICAN BEACH (APPROX. T ` Q GRASS, (m p ila brev gtla ) 1`." ! C�;T'Nl I, to EX. LAMP EY BAY S A mo h' ili to w == ,r, 1�� a PROPOSED .T.) I PRESSURE WI QOW N�F UR TREATED (P.T.) INSIDE WHALER (4) N0. 5 CO)Q ( } ! MARGARET & STEPHEN WALSH I 5 u PROPOSED GRADE ^ CONTINUOUS r L' PROPOSED 8x8 P.T. OUTSIDE REBAR TYP. 21 CAPE ISLE DRIVE 1 -p 300o PSI CONC. a A 0 WHALER (TYP.) yv f ASSESSORS MAP 19, PARCEL 82` MIN ) ' N u f 11,088± S.F. 8' HIGH TIDE UNE ELEV.= 3_9' F--2'- -I TYP. - PROPOSED 5 Q ✓ c� a UND ONLY 5/8-0 GALVANIZED BOLT 2 MIN. CONC. a - - �- (COUNTERSUNK) 2.5' COVER (TYP.) PROPOSED 2" MI _________=_3_1' a EXISTING STONE REVETMENT �` j OVERHANG 1 N. MEAN HIGH WATER ELEV. _ WALL TO BE CHINKED USING ~~(n (TYP.) • : • HOOPS NO. 3 PROPOSED I---_ t N/F PROPOSED 3/4 0 MIN. GALVANIZED 24" O.C. (TYP.) EXISTING RIP RAP STONE � . � `" � KARL A. KOSKI � � � 12" BED OF ^ r ENCLOSED PORCH �,J - WALL (TYP-) = r , , - ! 11 CAPE ISLE COMPACTED �� CRUSHED STONE OR EPDXY COATED TIE -ROD OR REINFORCED CONCRETE 3 18' # SUBGRADE BOLT TIE -ROD SCREW -ROD, 10' O.C. (TYP) 11E -BACK BEAM DETAIL EX. S`{)ho DRIVE PROPOSED FILTER ' - , , w ASSESSORS TO 7"x7' BASE MEAN LOW WATER ELEV.= 0.0' SCALE: NONE FABRIC (3' DEEP) ! EXISTING DECK (24 S.F.) � MAP 19 PLATE fXls ' TO BE REMOVED DURING #21 o PARCEL 81 PROPOSED nNG GRADE 3 ' CONSTRUCTION OF PROPOSED # i :`+ TIE -BACK BEAM BENCHMARK: � , EXISTING ONE STORY 1 DRILL HOLE SET IN STONE ' BULKHEAD AND REBUILT AFTER WOOD FRAME HOUSE f o ELEVATION 6.43 (MLW) i CONSTRUCTION IS COMPLETE 1� i z PROPOSED OPTIONAL ALT 10 PT WOOD PILE (10 \ TOF=7.8 MLW PEAT ELEVATION= -1.5'± EY, >-.T?0 ` FF=8.77 MLW EX, BULKHEAD ABOVE MHW FT MIN LENGTH) (SEE PLAN PROPOSED REINFORCED \,\ SHED TO PREVENT EROSION FOR LOCATION) CONCRETE TIE -BACK A TB ELEV.= 2.0' - EXISTING OF BANK. I #� BEAM, SEE DETAIL \1 TB ELEV.= 7.5 GFS METER PROPOSED BOTTO pAISTING l \ (SLOPE BULKHEAD AREA BEHIND BULKHEAD ELEVATION OF VINYL 8'x16' FOR ELEVATION E -BACK B BELOW MHW TO REMAIN SHEET PILING= -5.0't FLOAT If Ej D�C� H = CHANGE) ° i �TYp� J UNDISTURBED -EXCEPT PROPOSED VERTICAL BULKHEAD WITH TO BE NARROW TRENCHES FOR l REMOVE - = " _ \ -- -- --. BVW-3 oF' B -5 TIE SACKS. REINFORCED CONCRETE TIE -BACK BEAM l 128 S.F SCALE: NONE K L S' O,V - BVW-4BULKHEAD EC. G"t00D WHALER N85' 910 W 24" 3"x8"P.T. PROPOSED BULKHEAD __. _ �; INSIDE (�) _ 130.00 � . -� _ -- __ W/ TIEBACK INTO PROPOSED 3"x8" „ PROPOSED DECK EXTENTION (TYP.) -- MLW EXISTING BULKHEAD 0 TIE -ROD INSIDE 24 - (TOTAL. AREA=226 S.F.) J -- -. - - `'� � W __. _. _ -- ELEV.=2.0' WHALER O J - - - - - - -E;. F:`OOD I?tELr HEAD 8"x8" PROPOSED TOP BULKHEAD PROPOSED TIE -ROD -- ROPOSED -- `4' m 280 W THE SIDE BEING ED OUTSIDE II II 8"x8"P.T. II _. (TB) ELEV= 7.0 10 OC (TYP.) J-_ n ULKHEAD` P 0. - - - - - - - , INTO BE REPLACED PROP WHALER WHERE TB ELEV.= 7.0' I A ff STIN - _ - - I IN KIND TIE -BACK PROPOSED OUTSIDE SHORE GUARD WHALER EXISTING 6 x24 FLOATS =, E,. WOOD t i 'r uc- BEAM FILL PROPOSED GRADE B B J D VERTICAL 425 VINYL SHORE GUARD - RAMP' F1=V•- 7.5' L BULKHEAD BOLT 3/4"0 MIN. SHEET PILING TO ELEV.=6:5 TO •BE - 425 VINYL % EXISTING WOOD THIS LENGHT OF SHEET PILING Lx fiJ'v s."NE 4, AL, / REBUILT PILE (TYP.)-- - BULKHEAD TO BESET TIE -ROD DETAIL CROSS SECTION REMOVE RIP RAP AND USE TO! WITH TOP AT MID TIDEWHALERS�SHEET PILING TO ! REPLACE CHINKS IN EXISTING EBB _ 200-300- # RIP RAP -- LEVEL_ (EL 2.0+/-) �_`S PARKERS STONE REVETMENT WALL ON FILTER FABRIC AT �T NOF"'d RIVER - \ �``� > ' PROPOSED VINYL SHEET PILING 01DAQ FLOOD EXISTING --RAMP & FLOAT TTE-- TRANSITION'AREA ONLY REBUILT. FLOATS TO BE A 24'x6' "" F SCALE: NONE AND A 20'x6' FORA TOTAL OF 264 S.F REDUCTION OF 24 S.F. FROM EXISTING - m �` PROPERTY OWNERS: NOTES: wn 1. THE PROPOSED ELEVATIONS OF THE TOP OF STEPHEN &MARGARET WALSH #21 CAPE ISLE DRIVE THE BULKHEAD VARY DUE TO THE AREA OF Y' SOUTH YARMOUTH, A 02664 BORDERING VEGETATIVE WETLANDS FOUND •� R TH, M _ EXIST,NG WOOD _. .3I Z -b I� KARL A. KOSKI PROPOSED FOR - ON-SITE. ,I 1tEG ' •) - _. #11 CAPE ISLE DRIVESECTION LAA OF ELEVATIONS BULKHEAD: S ARE SOUTH YARMOUTH, A TH, M �; .;.;� - BULKHEAD= 7.0•K , _.-_ \ TOP OF d p __ -PROPOSED GRADE BEHIND BULKHEAD= 6.5' -CENTERLINE OF WHALER= 3.0' -ULW THE PROPOSED ELEVATIONS FOR THE LOWER r; LENGTH OF BULKHEAD (SECTION B -B) -TOP OF BULKHEAD= 2.0'+/- -PROP. .0'+ - s; wiLA n -PROP. GRADE BEHIND BULKHEAD= EXISTING -CENTERLINE OF WHALER= 1.0 +/-' C W ISSUED FOR PERMITTING NOT FOR CONSTRUCTION-- -_MHW=3.1 HTL=3.9' Nt6'RISPN ime 3- DAVID CRISPIN PROF SSIONAL ENGINEER PROPOSED BULL RAMP, FLOAT, 1 REVETMENT � #21 & #11 CAPE ISL IN SOUTH YARMC MASSACHUSE BARNSTABLE COUI PROPOSED Sl PLAN JANUARY 02, 20( REVISIONS: N0. I DATE I DESC. 1 3/13/07 1 EASTERN BULKH 2 3/15/07 1 REMOVE WESTEF 3 3/26/07 CONSERVATION I RIP RAP / RED PREPARED FOR: STEPHEN J. WAL 22 PARK ROA[ FRANKLIN, MA 02038 BSC GIR 384 Washington Street Norwell, Massachusetts 02061 781 6`, © 2007 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 m FILE: Design\8780-BULKHEAD. DWG. NO: 5179-20 SHEET JOB. NO: 4-8780.00