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HomeMy WebLinkAbout83-1787 - Bulkhead - Beach Nourishment10 _. .._. _.._. PROPOSED AREA OF rBEACH NOURISHMENT < 100 S.F. BELOW 3.4 ---------------------------_ 100 YEAR FLOOD EL.. 11.5 ----------------- EXIST PILE SUPPORTED PIER 10:1 10' SAND FILL '--12p' BED OF \ CRUSHED STONE BOLT TIE–ROD TO 7"x7" BASE PLATE PROPOSED PILE DEADMAN 12" DIA 6'-8' LONG PROPOSED BOTTOM ELEVATION OF VINYL SHEET PILING= –5.0't REMOVAL 2"x10" MARINE PRESSURE TREATED LUMBER TO ALLOW DAILY SEASON ACCESS FnP CAAAII SAII ROATS ANr1 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' NOPOSED 3/4"0 MIN. GALVANIZED FSS EPDXY COATED TIE -ROD OR REW-ROD, 8' O.C. (TYP) � JI ILLI 1ILII\V- J.Vi 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 MEAN HIGH WATER ELEV.= 3.1' (3) 1" WEEP HOLES IN EACH BOARD, 2" UP FROM BOTTOM. (TYP.) PLAN VIEW TIDE GATE (SLUICE) SECTION '$A -A" SCALE: 1"=10' HORIZONTAL 1"=51 VERTICAL WH 24" INSIDE 3"x8"P.T. a �l WHALER -/I �UTSIDE SHORE GUARD BOLT 3/4"0 MIN, 425 VINYL SHEET PILING WHALERS/SHEET PILING 24" () TYP T II rol SHORE GUARD 425 VINYL SHEET PILING CROSS SECTION VINYL SHEET PILING SCALE: NONE 66'1 60" 2'x10" MARINE PRESSURE TREATED STOP F_ El SHORE GUARD (3) 1" WEEP HOLES IN 425 VINYL EACH BOARD, 2" UP SHEET PILING I FROM BOTTOM CROSS SECTION TIDE GATE (SLUICE) 14 DAVID J. CRISPIN CIVIL No.32112 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION REVISIONS: BEACH ACCESS FOR MEMBERS. 1. 3/15/07 REMOVE STEPS _ ADD TIDE GATE 2. 3/16/07 ADD PLANTINGS ADD WEEP HOLES 0 0 O 4 c4 FIELD 0 No.38039 j Jl =� 'Q � 3//4/07 PROFESSIONAL LAND SURVEYOR DATE PROPOSED 0 0 0 BEACH NOURISHMENT AT #24 FROTHINGHAM WAY 0 0 0 SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN 0 O PREPARED FOR: THOMAS ROCHE BASS RIVER YACHT CLUB P.O. BOX 182 PROPOSED BOTTOM ELEVATION OF VINYL (508) 398-9701 JI ILLI 1ILII\V- J.Vi TOP BULKHEAD, ELEVATION 5.30 PRESSURE TREATED 2"x10" CAP WITH 2 – 2"x6" RAILS (ONE ON EACH SIDE) WITH 1/4"0 CARRIAGE BOLTS AT 24" O.C. PROPOSED 5/8"0 GALVANIZED BOLT (COUNTERSUNK) PROPOSED VINYL SHEET PILING BULKHEAD PROPOSED 3"x8" PRESSURE TREATED (P.T.) INSIDE WHALER /— PROPOSED 4"x8" P.T. OUTSIDE / WHALER MEAN HIGH WATER ELEV.= 3.1' (3) 1" WEEP HOLES IN EACH BOARD, 2" UP FROM BOTTOM. (TYP.) PLAN VIEW TIDE GATE (SLUICE) SECTION '$A -A" SCALE: 1"=10' HORIZONTAL 1"=51 VERTICAL WH 24" INSIDE 3"x8"P.T. a �l WHALER -/I �UTSIDE SHORE GUARD BOLT 3/4"0 MIN, 425 VINYL SHEET PILING WHALERS/SHEET PILING 24" () TYP T II rol SHORE GUARD 425 VINYL SHEET PILING CROSS SECTION VINYL SHEET PILING SCALE: NONE 66'1 60" 2'x10" MARINE PRESSURE TREATED STOP F_ El SHORE GUARD (3) 1" WEEP HOLES IN 425 VINYL EACH BOARD, 2" UP SHEET PILING I FROM BOTTOM CROSS SECTION TIDE GATE (SLUICE) 14 DAVID J. CRISPIN CIVIL No.32112 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION REVISIONS: NO. DATE DESC. 1. 3/15/07 REMOVE STEPS _ ADD TIDE GATE 2. 3/16/07 ADD PLANTINGS ADD WEEP HOLES �JOF 1 ? CRAIG A. 4 c4 FIELD 0 No.38039 j Jl =� 'Q � 3//4/07 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 BSC GROUP 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2007 The BSC Group, Inc. SCALE: l" = 10' 0 1.25 2.5 5 M�s 0 5 10 20 Fm 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 SHEET 2 OF 2 JOB. NO: 4-8360.01