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HomeMy WebLinkAbout83-1972 - Pier Ramp Float - Details4'-0't METAL OR SYNTHETIC GRID DECK OVER SALTMARSH ELECTRIC CONDUIT - 2"x8" EACH SIDE OF PILE PILE (TYP) 2"x6" RAILING ON 4" POST, 2"x8" RAILING ON 6" PILES 2"x4" RAILING ON 2" PILES 1/2" NYLON ROPE IN PVC SLEEVE (TYP) 2"x8" STRINGER 13" O.C. (TYP.) 3/4" DIA. GALV. BOLT (TYP) 3/4" HDPE WATER LINE 2"x6" CROSS BRACING 0 2"x6" EACH fl� SIDE OF PILE U) Q NOTE: ALL TO MEET TOWN OF YARMOUTH REQUIREMENTS. TYPICAL WALKWAY SECTION SCALE: NONE 16'-0" HANDRAIL BRACE POSTS o DECK \N'� V/, 3/4" SPACING 20 5' FROM BOTTOM OF STRUCTURE TO MHW MHW 2.4 0 MLW -1 DREDGE DEPTH -4 NGVD (-3 MLW) ,., ,EEL RAMP SCHEMATIC 3'-0" HANDRAIL POSTS GIRDER 80' PROPOSED FIXED LANDING PROPOSED FIXED PIER FLOOR ED 11.5 FLOOR ELEV 8.5 4' WIDE WITH PILINGS 12' O.C. PROPOSED STAIRS AND ON EITHER END OF TOP 11.5 SALTMARSH ®16' O.C. BOTTOM 8.5 2"x8" JOIST 16" O.C. ICE PREVENTION (BUBBLERS OR EQUIVALENT) IF REQUIRED 1"X6" DECKING PILING STOP SECTION SCALE: NONE 12" DIAMETER PILING (TYP) 72"x8" FRAME 1"x6" DECKING GANGWAY 6'-0" w/3/4" SPACING 2"x2"x8' GUIDE 2"x8" FRAME x 1/2"x20" MARINE 2"x8" JOIST 16" O.C. PLYWOOD —14"GALV. CARRIAGE BOLTS (TYP) 10"x20" CONTINUOUS OCEAN BOTTOM ELEV -1.0 !J_W STYROFOAM PROPOSED DREDGE ELEV -3) MLW TIMBER FLOAT SECTION TRANSVERSE SECTIOel PROPOSED FIXED PIER FLOOR ELEV 6.5 WATER DEPENDENT USE AREA PROPOSED NEW 12" CIA PILING TOP = 9.5 BOTTOM (MIN. 12' BELOW GRADE PROPOSED RAIP 3' WIDE x 16' LONG PROPOSED REMOVABLE FLOAT 6'x33' (198 S.F.) 2"x8" JOIST 16" O.C. ri C11 � SALTMARSH TITLE REFERENCE: DEED BOOK 26991, PAGE 110 PLAN REFERENCE: 649/71 ASSESSORS MAP: 51 PARCEL: A PORTION OF 102 GRATE DECKING RS -40 SETBACKS: FRONT 30' lo SIDE 20' CRAIG FIELD DATE REAR 20' OVERLAY DISTRICT: NOT AN APD NITROGEN SENSITIVE #8 JESSIE'S LANE ZONE: NOT A ZONE II FEMA FLOOD (BARNSTABLE COUNTY) ZONE DISTRICT: ZONE B & ZONE A-11 (ELEV. 11), JUNE 27, 2013 ZONE VE BELOW SEA WALL NO. DATED 6/17/86 PANEL #250015 0004 C EXISTING LOT SIZE: 57,775± S.F. MINIMUM LOT SIZE: 40,000 S.F. WATER DEPENDANT AREA LOWER OUTER PIER 4 9/12/13 ADD DREDGING AREA i PREPARED FOR: PAUL K. BUTLER 22 DAVENPORT ROAD WEST DENNIS, MA 02670 pkbutler2002@yohoo.com a BSC OUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 . . SCALE: VARIES FILE: 4960502-SP.dwg . . . SHEET 2 OF 2 . . . . . . . . . . . . . . . 0+00 0+20 0+40 0+60 NOT FOR CONSTRUCTION FOR PERMITTING ONLY SECTION A -A 1 " = 10' 1+00 1+20 1+40 1 "x6" DECKING 2"x8" FRAME "GALV. CARRIAGE LTS (TYP) '2"x20" MARINE YWOOD "x20" CONTINUOUS STYROFOAM TIMBER FLOAT SECTION 6, _0„ 2"x8" FRAMING PILE SLEEVE 16 O.C. 2" DIA. STEEL PROP. PILE (TYP) PILING LAG BOLTS (TYP) 1 t,x6„ PRESSURE l TREATED DECK OR EQUIVALENT FRAMING TO BE REINFORCED WITH GALVANIZED SEATS WITH BRACKETS 20 ESTIMATED NEW FLOOD ZONE A-13 ELEV 13 (NAVD-88) ELEVATION 14 (NGVD-29) Ls] 1+60 TIMBER FLOAT DETAIL LOCUS INFORMATION CURRENT OWNER: PAUL K. BUTLER TITLE REFERENCE: DEED BOOK 26991, PAGE 110 PLAN REFERENCE: 649/71 ASSESSORS MAP: 51 PARCEL: A PORTION OF 102 ZONING DISTRICT: RS -40 SETBACKS: FRONT 30' SIDE 20' CRAIG FIELD DATE REAR 20' OVERLAY DISTRICT: NOT AN APD NITROGEN SENSITIVE #8 JESSIE'S LANE ZONE: NOT A ZONE II FEMA FLOOD (BARNSTABLE COUNTY) ZONE DISTRICT: ZONE B & ZONE A-11 (ELEV. 11), JUNE 27, 2013 ZONE VE BELOW SEA WALL NO. DATED 6/17/86 PANEL #250015 0004 C EXISTING LOT SIZE: 57,775± S.F. MINIMUM LOT SIZE: 40,000 S.F. 28 uo N I �3 LOCUS BASS RIVER LOCUS MAP NOT TO SCALE y�}lOF44 ap cy � Q CRAIG A. C? FIELD N Na.38039 CRAIG FIELD DATE PROFESSIONAL LAND SURVEYOR PLAN OF LAND TO ACCOMPANY A NOTICE OF INTENT #8 JESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED PIER RAMP & FLOAT JUNE 27, 2013 Prulslot4s: NO. DATE DESC. 1 8/29/13 OPTION FOR MOORING WATER DEPENDANT AREA LOWER OUTER PIER 4 9/12/13 ADD DREDGING AREA PREPARED FOR: PAUL K. BUTLER 22 DAVENPORT ROAD WEST DENNIS, MA 02670 pkbutler2002@yohoo.com a BSC OUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2013 BSC Group, Inc. SCALE: VARIES FILE: 4960502-SP.dwg DWG. NO: 6086-11 SHEET 2 OF 2 JOB. NO: 4-9605.02