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HomeMy WebLinkAbout83-1974 - Pier Ramp & Float - Details - 8 Jessies Lane4'-0" 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 C 2"x6" EACH SIDE OF PILE Q NOTE: ALL TO MEET TOWN OF YARMOUTH REQUIREMENTS. TYPICAL WALKWAY SECTION SCALE: NONE 16'-0" 0-1 POSTS DECK 3/4 91 SPACING 20 5' FROM BOTTOM OF STRUCTURE TO MHW MHW 2.4 0 MLW -1 DREDGE DEPTH -4 NGVD (-3 MLW) N 6 11, ,EEL RAMP SCHEMATIC HANDRAIL PROPOSED FIXED LANDING FLOOR ELEV 11.5 PROPOSED STAIRS TOP 11.5 BOTTOM 8.5 POSTS 80' PROPOSED FIXED PIER FLOOR ELEV 8.5 4' WIDE WITH PILINGS 12' O.C. AND ON EITHER END OF SALTMARSH ®16' O.C. 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) 2"x8" FRAME 1"x6" DECKING GANGWAY6'-0" w/3/4" SPACING 2 x2 x8 GUIDE 2"x8" FRAME x 1/2"x20" MARINE 2x8 JOIST 16 O.C. PLYWOOD ' 14"GALV. CARRIAGE BOLTS (TYP) 10"x20" CONTINUOUS OCEAN BOTTOM ELEV -1.0 MLW STYROFOAM PROPOSED DREDGE ELEV -3.0 MLW TIMBER FLOAT SECTION TRANSVERSE SECTION PROPOSED FIXED PIER FLOOR ELEV 6.5 WATER DEPENDENT USE AREA PROPOSED NEW 12" DIA PILING TOP = 9.5 BOTTOM (MIN. 12' BELOW GRADE PROPOSED RAMP 3' WIDE x 16' LONG PROPOSED REMOVABLE FLOAT 6'x33' (198 S.F.) 2"x8" JOIST 16" O.C. 0+00 NOT FOR CONSTRUCTION FOR PERMITTING ONLY 0+20 0+40 0+60 SECTION A -A in = 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 "x6" PRESSURE TREATED DECK OR EQUIVALENT FRAMING TO BE REINFORCED WITH GALVANIZED SEATS WITH BRACKETS 20 ESTIMATED NEW FLOOD ZONE A-13 ELEV 13 (NAND -88) ELEVATION 14 (NGVD-29) 1+60 TIMBER FLOAT DETAIL LOCUS INFORMATION CURRENT OWNER: PAUL K. BUTLER ri F944 SALTMARSH PLAN REFERENCE: 649/71 ASSESSORS MAP: 51 PARCEL: A PORTION OF 102 ZONING DISTRICT: RS -40 GRATE DECKING FRONT 30' CRAIG FIELD DATE SIDE 20' PIAN OF LAND REAR 20' OVERLAY DISTRICT: NOT AN APD NITROGEN SENSITIVE SOUTH YARMOUTH ZONE: NOT A ZONE II FEMA FLOOD RAMP & FLOAT ZONE DISTRICT: ZONE B & ZONE A-11 (ELEV. 11), DATE ZONE VE BELOW SEA WALL 1 DATED 6/17/86 PANEL #250015 0004 C EXISTING LOT SIZE: 57,775± S.F. MINIMUM LOT SIZE: 40,000 S.F. LOWER OUTER PIER 4 9/12/13 ADD DREDGING AREA PREPARED FOR: PAUL K. BUTLER 22 DAVENPORT ROAD WEST DENNIS, MA 02670 pkbutler2002®yahoo.com BSC G 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2013 BSC Group, Inc. SCALE: VARIES FILE: 4960502-SP.d Avg DING. NO: 6086-11 SHEET 2 OF 2 JOB. NO: 4-9605.02 ------------ n < R o t0 M 7 u7 0+00 NOT FOR CONSTRUCTION FOR PERMITTING ONLY 0+20 0+40 0+60 SECTION A -A in = 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 "x6" PRESSURE TREATED DECK OR EQUIVALENT FRAMING TO BE REINFORCED WITH GALVANIZED SEATS WITH BRACKETS 20 ESTIMATED NEW FLOOD ZONE A-13 ELEV 13 (NAND -88) ELEVATION 14 (NGVD-29) 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' CRAIG FIELD DATE SIDE 20' PIAN OF LAND REAR 20' OVERLAY DISTRICT: NOT AN APD NITROGEN SENSITIVE SOUTH YARMOUTH ZONE: NOT A ZONE II FEMA FLOOD RAMP & FLOAT ZONE DISTRICT: ZONE B & ZONE A-11 (ELEV. 11), DATE ZONE VE BELOW SEA WALL 1 DATED 6/17/86 PANEL #250015 0004 C EXISTING LOT SIZE: 57,775± S.F. MINIMUM LOT SIZE: 40,000 S.F. I 28 00 N I y LOCUS SASS WER )LOCUS MAP NOT TO SCAM NOF a Cc A. s� FIE, ut N0.38039 ftogo CRAIG FIELD DATE PROFESSIONAL LAND SURVEYOR PIAN 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 RFVISIONS- NO. DATE I DESC. 1 8/29/131 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®yahoo.com BSC G 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2013 BSC Group, Inc. SCALE: VARIES FILE: 4960502-SP.d Avg DING. NO: 6086-11 SHEET 2 OF 2 JOB. NO: 4-9605.02