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HomeMy WebLinkAbout83-1787 - Bulkhead - Beach Nourishment0021 g ' / SAND FILL ---10 (TY . l x-12" BED OF / CRUSHED STONE T BOLT TIE—ROD /4 TO 7"x7" BASE PLATE PROPOSED PILE DEADMAN 12" DIA 6'-8' LONG PROPOSED BOTTOM ELEVATION OF VINYL SHEET PILING= —5.0'1 CONCRETE TIE -BACK BEAM SCALE: NONE REMOVAL 2"x10" MARINE PRESSURE TREATED LUMBER TO ALLOW DAILY SEASON ACCESS r7f)P cAAAl I Cell ROATC ANn TOP BULKHEAD, ELEVATION 5.30 PRESSURE TREATED 2"x10" CAP WITH 2 — 2"x6" RAILS (ONE ON EACH SIDE) WITH 1/4"0 CARRIAGE BOLTS AT 24" O.C. PROPOSED 5/8"0 GALVANIZED BOLT (COUNTERSUNK) PROPOSED VINYL SHEET PILING BULKHEAD PROPOSED 3"x8" PRESSURE TREATED (P.T.) INSIDE WHALER PROPOSED 4"x8" P.T. OUTSIDE WHALER PROPOSED 5/8"0 GALVANIZED BOLT (COUNTERSUNK) MEAN HIGH WATER ELEV.= 3.1' PROPOSED 3/4"0 MIN. GALVANIZED OR EPDXY COATED TIE—ROD OR SCREW—ROD, 8' O.C. (TYP) TOP BULKHEAD, ELEVATION 5.30 PRESSURE TREATED 2"x10" CAP WITH 2 — 2"x6" RAILS (ONE ON EACH SIDE) WITH 1/4"0 CARRIAGE BOLTS AT 24" O.C. PROPOSED 5/8"0 GALVANIZED BOLT (COUNTERSUNK) PROPOSED VINYL SHEET PILING BULKHEAD PROPOSED 3"x8" PRESSURE TREATED (P.T.) INSIDE WHALER PROPOSED 4"xS" P.T. OUTSIDE WHALER MEAN HIGH WATER ELEV.= 3.1' (3) 1" WEEP HOLES IN EACH BOARD, 2" UP FROM BOTTOM. (TYP.) PLAN VIEW TIDE GATE (SLUICE) SECTION $'A -A" SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL WHALER INSIDE 8"x8"P.T. 3"x8"P. T. I WHALER, OUTSIDE SHORE GUARD BOLT 3/4"m MIN. 425 VINYL SHEET PILING WHALERS/SHEET PILING (24") �TYP !I ao SHORE GUARD 425 VINYL SHEET PILING CROSS SECTION VINYL SHEET PILING SCALE: NONE 66" 60" 2'x10" MARINE PRESSURE n TREATED STOP (� iiI TIMBER I SHORE GUARD (3) 1" WEEP HOLES IN 425 VINYL EACH BOARD, 2" UP SHEET PILING FROM BOTTOM CROSS SECTION TIDE GATE (SLUICE) MEAN BEACH ACCESS FOR MEMBERS. WATER EL. 2.8 ADD WEEP HOLES O 0 0 LOW WATER EL. 0.0 1 0 O 0 PROPOSED BULKHEAD BEACH NOURISHMENT AT #24 FROTHINGHAM WAY 0 0 0 SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN FEBRUARY 27, 2007 PREPARED FOR: O O BASS RIVER YACHT CLUB P.O. BOX 182 SOUTH YARMOUTH, MA 02664 (508) 398-9701 PROPOSED BOTTOM ELEVATION OF VINYL ,rrr nu u,n— c Nl BSC GROUP TOP BULKHEAD, ELEVATION 5.30 PRESSURE TREATED 2"x10" CAP WITH 2 — 2"x6" RAILS (ONE ON EACH SIDE) WITH 1/4"0 CARRIAGE BOLTS AT 24" O.C. PROPOSED 5/8"0 GALVANIZED BOLT (COUNTERSUNK) PROPOSED VINYL SHEET PILING BULKHEAD PROPOSED 3"x8" PRESSURE TREATED (P.T.) INSIDE WHALER PROPOSED 4"xS" P.T. OUTSIDE WHALER MEAN HIGH WATER ELEV.= 3.1' (3) 1" WEEP HOLES IN EACH BOARD, 2" UP FROM BOTTOM. (TYP.) PLAN VIEW TIDE GATE (SLUICE) SECTION $'A -A" SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL WHALER INSIDE 8"x8"P.T. 3"x8"P. T. I WHALER, OUTSIDE SHORE GUARD BOLT 3/4"m MIN. 425 VINYL SHEET PILING WHALERS/SHEET PILING (24") �TYP !I ao SHORE GUARD 425 VINYL SHEET PILING CROSS SECTION VINYL SHEET PILING SCALE: NONE 66" 60" 2'x10" MARINE PRESSURE n TREATED STOP (� iiI TIMBER I SHORE GUARD (3) 1" WEEP HOLES IN 425 VINYL EACH BOARD, 2" UP SHEET PILING FROM BOTTOM CROSS SECTION TIDE GATE (SLUICE) MEAN HIGH WATER EL. 2.8 ADD WEEP HOLES 0 MEAN LOW WATER EL. 0.0 1 _ _ —5 DAVID J. CRISPIN CIVIL No32E11v2 ft i ISSUED FOR PERMITTING NOT FOR CONSTRUCTION ®.tee REVISIONS: NO. DATE DESC. 1. 3/15/07 REMOVE STEPS _ ADD TIDE GATE 2. 3/16/07 ADD PLANTINGS ADD WEEP HOLES � F i��~ f ? CRAIG A. t c�i nELO �n No.38039 1 PROFESSIONAL LAND SURVEYOR DATE PROPOSED BULKHEAD BEACH NOURISHMENT AT #24 FROTHINGHAM WAY IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN FEBRUARY 27, 2007 PREPARED FOR: THOMAS ROCHE BASS RIVER YACHT CLUB P.O. BOX 182 SOUTH YARMOUTH, MA 02664 (508) 398-9701 77 BSC GROUP 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2007 The BSC Group, Inc. SCALE: 1" = 10' 0 1.25 2.5 5 METERS 0 5 10 20 EEEr PROJ. MGR.: N. W. HAYES FIELD: D. GAZZOLO / J. McCARTIN CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 8360—BULK.DWG DWG. NO: 5340-04 JOB. NO: 4-8360.01 SHEET 2 OF 2