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HomeMy WebLinkAbout83-1974 - Pier Ramp & Float - Details - 4 Jessies LaneT0 I 4' -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 0 2"x6" EACH SIDE OF PILE Q NOTE: ALL TO MEET TOWN OF YARMOUTH REQUIREMENTS. TYPICAL WALKWAY SECTION SCALE: NONE 16'-0" POSTS DECK 3/4" SPACING 20 .., ,SEL RAMP SCHEMATIC 3'-0" 1 HANDRAIL _L POSTS GIRDER 80' PROPOSED FIXED LANDING PROPOSED FIXED PIER FLOOR ELEV 8.5 FLOOR ELEV 11.5 4' WIDE WITH PILINGS PROPOSED STAIRS 12' O.C. TOP 11.5 AND ON EITHER END OF BOTTOM 8.5 SALTMARSH 016' O.C. 2"x8" JOIST 16" O.C. ICE PREVENTION (BUBBLERS OR EQUIVALENT) IF REQUIRED 12" DIAMETER PILING (TYP) 1"X6" DECKING II -2"x8" FRAME PILING STOP SECTION SCALE: NONE 1"x6" DECKING GANGWAY 6'-0" w/3/4" SPACING 2"x2"x8' GUIDE 2"x8" FRAME A, 1/2"x20"r MARINE 2"x8" JOIST 16" O.C. PLYWOOD 14"GALV. CARRIAGE BOLTS (TYP) 10"x20" CONTINUOUS OCEAN BOTTOM ELEV -0.9 MLW STYROFOAM NEW DREDGE BOTTOM -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. PROP. PILING 1 "x6" PRESSURE TREATED DECK OR EQUIVALENT FRAMING TO BE— REINFORCED WITH GALVANIZED SEATS WITH BRACKETS 1 "x6" DECKING 21,x8 FRAME "GALV. CARRIAGE LTS (TYP) 12"x20" MARINE YWOOD 1. x20' CONTINUOUS STYROFOAM TIMBER FLOAT SECTION 6'-011 2"x8" FRAMING PILE SLEEVE 16" O.C. 2" DIA. STEEL PILE (TYP) �— LAG BOLTS (TYP) TIMBER FLOAT DETAIL C4 C4 I 0 NOT FOR CONSTRUCTION FOR PERMITTING ONLY SECTION A -A 1" = 1o' N ` I LOCUS BASS RIVER LOCUS :S�.AP Nor TO SCALE v READ fle No.38039 � CRAIG FIELD DATE PROFESSIONAL LAND SURVEYOR PLAN OF LAN® TO ACCOMPANY A NOTICE OF INTENT #4 JESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED PIER 20 JUNE 27, 2013 NO. DATE DESC. 1 8/29/13 OPTION FOR MOORING WATER DEPENDANT AREA LOWER OUTER PIER 4 9/12/13 ADD DREDGING AREA LOCUS INFORMATION 5' FROM BOTTOM OF 4GRATE ;DECKING PREPARED FOR: PAUL K. BUTLER 22 DAVENPORT ROAD WEST DENNIS, MA 02670 pkbutler2002©yahoo.com m GRoup 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 ESTIMATED NEW FLOOD ZONE SCALE: VARIES FILE: 4960502-SP.dw. g STRUCTURE TO MHYJ _ A-13 ELEV 13 (NAVD-88) ELEVATION 14 (NGVD-29) CURRENT OWNER: PAUL K. BUTLER TITLE REFERENCE: DEED BOOK 26991, PAGE 110 PLAN REFERENCE: 649/71 MHW ASSESSORS MAP: 51 MLW -1 ............. .......... PARCEL: A PORTION OF 102 ........... - DREDGE DEPTH -4 NGVD (-3 MLW) . • ZONING DISTRICT: RS -40 SETBACKS: FRONT 30' SIDE 20' REAR 20' OVERLAY DISTRICT: NOT AN APD NITROGEN SENSITIVE ZONE: NOT A ZONE II FEMA FLOOD ZONE DISTRICT: ZONE B & ZONE A-11 (ELEV. 11), ZONE VE - BELOW SEAWALL N DATED 6/17/86 PANEL #250015 0004 C _ Co t0 ^ N In i to EXISTING LOT SIZE: 66,912± S.F. MINIMUM LOT SIZE: 40,000 S.F. i 1+60 NGVD DATUM MLW DATUM (NGVD + 0.9'±) 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 NOT FOR CONSTRUCTION FOR PERMITTING ONLY SECTION A -A 1" = 1o' N ` I LOCUS BASS RIVER LOCUS :S�.AP Nor TO SCALE v READ fle No.38039 � CRAIG FIELD DATE PROFESSIONAL LAND SURVEYOR PLAN OF LAN® TO ACCOMPANY A NOTICE OF INTENT #4 JESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED PIER RAMP & FLOAT JUNE 27, 2013 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©yahoo.com m GRoup 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2013 BSC Group, Inc. SCALE: VARIES FILE: 4960502-SP.dw. g N DWG. NO: 6086-10 JOB. N0: 4-9605.02 SHEET 2 OF 2