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HomeMy WebLinkAbout83-1973 - Pier Ramp & Float - Sectionsf 28 o N �a I s � LOCUS BASS RIVER LOCUS MAP NOT70 scACF � cRnaG A. c4 FlEID m ► Na.38039 CRAIG FIELD DATE PROFESSIONAL LAND SURVEYOR PLAN �F LP�IVD TO ACCOMPANY A �V�T��� OF INTENT �4 JESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BAI?NSTA[3LE COUNTY) PROPOSED PIER RAMP & FLOAT JUNE 27, 2013 c• N0. DATE DESC. 1 8/29/13 OPTION FOR MOORING WATER DEPENDANT AREA LOWER OUTER PIER 4 3%12/13 ADD DREDGING AREA PREPARED FOR: PAUL K. BUTLER 22 DAVENPORT ROAD WEST DENNIS, MA 02670 pkbutler20020ya hoo.com 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 5087788919 © 2013 BSC Group, Inc. SCALE: VARIES FILE: 4960502—SP.dwg DWG. N0: 6086-10 2 •'OF'"2 JOB. NO: 4-9605.02SHL'ET. 2"x6" RAILING ON 4" POST, 2"x8» .. RAILING ON 6» 4'-0" PILES 2x4 RAILING ON 2" 33'-0" PILES 12" DIAMETER 2"x2 x6' GUIDE 0 _ 0 1/2" NYLON PILING (TYP) METAL OR N ROPE IN PVC 2"x8" JOIST 1'It �'� DECKING SYNTHETIC GRID DECK ° ° SLEEVE (TYP) DECKING 16" O.C. _ 2x8 OVER SALTMARSH o o „ „ DECKING .. FRAME 2 x8 STRINGER 2 xa �olsT � 2x8" FRAME ELECTRIC CONDUIT 13" O.C. (TYP.) 1s O.C. , ICE PREVENTION (BUBBLERS OR EQUIVALENT) 14 GALV. CARRIAGE 0 0 0 0 3/4„ DIA. BOLTS (TYP) IF REQUIRED 2"x8" EACH - SIDE OF PILE GALV. BOLT 1/2"x20" MARINE (TYP) PLYWOOD PILE (TYP) 3/4" HDPE 10"x20" CONTINUOUS WATER LINE STYROFOAM TIMBER FLOAT SECTION 2"x6" CROSS PILING STOP BRACING 2"x6" EACH SIDE OF PILE SECTION 6'-0" 2"x8" FRAMING PILE SLEEVE Q SCALE: NONE 16" O.C. 2" DIA. STEEL PROP. PILE (TYP) PILING LAG BOLTS TYP NOTE: ALL TO MEET TOWN OF YARMOUTH REQUIREMENTS. 1 "x6" (TYP) TYPICAL WALKWAY SECTION PRESSURE _ SCALE: NONE TREATED DECK OR EQUIVALENT 1 "x6" DECKING GANGWAY 6'_p" w/3/4" SPACING 16'-0„ 1 --- yJ 2"x.8" FRAME w HANDRAIL 1 3'-0" HANDRAIL 2"x2"x8' GUIDE II _ BRACE x 1 /2"x20" MARINE I POSTS 2"x8" JOIST 16" O.C. PLYWOOD FRAMING TO BE 14"GALV. CARRIAGE REINFORCED WITH DECK POSTS BOLTS (TYP) GALVANIZED SEATS t/ 3/4" WITH BRACKETS SPACING 10"x20" CONTINUOUS OCEAN BOTroM ELEV —0.9 MLW X STYROFOAM NEW DREDGE BOTTOM —3.0 MLW TIMBER FLOAT 'SECTION WHEEL GIRDER TRANSVERSE SECTION TIMBER FLOAT DETAIL RAMP SCHEMATIC 80' i r PROPOSED FIXED PIER PROPOSED PROPOSED FIXED LANDING FLOOR ELEV 8.5 FIXED PIER PROPOSED NEW 12" DIA PILING FLOOR ELEV 11.5 4' WIDE WITH PILINGS FLOOR ELEV 6.5 TOP = 9.5 12' O.C. BOTTOM (MIN. 12' BELOW GRADE PROPOSED STAIRS AND ON .EITHER END OF WATER TOP 11.5 DEPENDENT USE BOTTOM 8.5 SALTMARSH ®16 O.C. AREA PROPOSED RAMP 3' WIDE x 16' LONG PROPOSED REMOVABLE FLOAT 6'x33' (198 S.F.) 20 20 LOCUS INFORMATION 5' FROM BOTTOM OF ESTIMATED S 13AELEVN13 (NAVDD 88)NE CURRENT OWNER: PAUL K. BUTLER STRUCTURE TO MHWELEVATION 14 (NGVD-29) TITLE REFERENCE: DEED BOOK 26991, PAGE 110 PLAN REFERENCE: 649/71 MHW 7f ASSESSORS MAP: 51 O PARCEL: A PORTION OF 102 MLW —1 DREDGE DEPTH ZONING DiBACKS: RS -40 —4 NGVD (-3 MLW) SETBACKS: FRONT 30' SIDE 20' REAR 20' OVERLAY DISTRICT: NOT AN APD NITROGEN SENSITIVE ZONE: NOT A ZONE It FEMA FLOOD ZONE DISTRICT: ZONE B & ZONE A-11 (ELEV. 11), ZONE VE — BELOW SEAWALL F1 BSC GPOUP DATED 6/17/86 PANEL #250015 0004 C EXISTING LOT SIZE: 66,912± S.F. MINIMUM LOT SIZE: 40,000 S.F. NGVD DATUM MLW DATUM (NGVD + 0.9'1) 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 SECTION A -A NOT FOR CONSTRUCTION 1" = 1o' FOR PERMITTING ONLY SALTMARSH DECKING ............... ............... ............ . . ..... ......... ......... a c ..... ............... ............... � o o I i i N I ri i a I