Loading...
HomeMy WebLinkAbout83-1854 - Proposed BoardwalkPLAN NOTES: 1) WETLAND LOCATED AND FLAGGED BY BRAD HALL, TOWN CONSERVATION ADMINISTRATOR, ON FEBRUARY 13, 2009. 2) FLOODPLAIN DATA OBTAINED FROM MASS GIS. ALL FLOODPLAIN INFORMATION SHOULD BE CONSIDERED APPROXIMATE. 3) ALL ELEVATIONS SHOWN HEREON BASED UPON NGVD29 DATUM UNLESS OTHERWISE NOTED. 4) MEAN LOW WATER LOCATION APPROXIMATED BASED UPON ELEVATION CONTOURS FROM YARMOUTH GIS. 5) BENCHMARK WILL BE SET IN THE FIELD PRIOR TO CONSTRUCTION. GENERAL NOTES: 1) MINIMUM SPACE BETWEEN ALL DECK PLANKING TO BE 3/4". 2) ONLY NON -LEACHING TYPES OF PRESERVATIVES ALLOWED FOR TREATED LUMBER. 3) HEAVY EQUIPMENT NOT TO BE PLACED ON SALT MARSH UNLESS PLACED UPON SWAMP OR TIMBER MATS. CONSTRUCTION NOTES: 1) ALL TIMBER FOUNDATION PILES SHALL BE SOUTHERN PINE. 2) ALL TIMBER PILES SHALL BE TREATED WITH WATERBORNE CCA PRESERVATIVE IN ACCORDANCE WITH AWPA C3. 3) THE MINIMUM PRESERVATIVE TREATMENT RETENTION FOR TIMBER PILES SHALL BE 2.5 PCF. 4) ALL METAL USED TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. 5) BEFORE ANY TREATED PILES ARE DRIVEN. THE CONTRACTOR SHALL CERTIFY THE QUALITY OF THE WOOD, THE TREATMENT CHEMICAL, AND THE TREATMENT RETENTION. GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft M. A? MHW W MLW 1 7",.)i:x EBgC Fr_ yY CHASE REEK GgRAT 7 Nr p o r' a X �a 4.1) a a / coQ 3 d s t + � ------------------------------------------------- r a 4 S Y F 4 � w rti w ( IN FEET ) 1 inch = 20 ft M. A? MHW W MLW 1 7",.)i:x 5 BOARDWALK PROFILE SCALE 1"=10' HORIZONTAL AND VERTICAL DECK EL. =10.50' EBgC Fr_ CHASE REEK GgRAT 7 Nr p o �a 4.1) a a / coQ 3 d s t + � ------------------------------------------------- 5 BOARDWALK PROFILE SCALE 1"=10' HORIZONTAL AND VERTICAL DECK EL. =10.50' LOCUS SCALE 1"=1000' LEGEND 10 EXISTING CONTOUR EXISTING MEAN HIGH WATER — — EDGE OF WETLAND • • • • • • 100' WETLAND BUFFER FLOOD ZONE PROPOSED BOARDWALK -------'—•—•— —'— 200'RIVERFRONTAREA 4, 2x6 CAP 4x4 RAIL POST 2x8 JOIST3'6„ 2x4 GUARD (TYP. OF 4) I,�„ 2x6 DECKING W/ 3/4" SPACING 3/8" GALVANIZED L BRACKET K1/2" GALV. MACHINE BOLT W/ H) WASHERS BOTH SIDES (2) 2x6 BENT 34-60 GALV. NAILS MIN. M.H.W =5.50' V YMINN-��1 {� �) Y " 6x6 TREATED WOOD POST (NON -LEACHING) TYPICAL WALKWAY SECTION SCALE I"=5' IV0. 30655 —. /fy oF�sS�ONAI EN�'\�`` 5/20/0 CONSERVATION REVISIONS TDM TDM Date DESCRIPTION lDrownICheck, R E V I S 1 O N S PROPOSED BOARDWALK TAYLOR BRAY FARM AT 108 BRAY FARM ROAD NORTH IN YARMOUTHPORT SCALE: AS NOTED DATE: FEBRUARY 13, 2009 TOWN OF YARMOUTH ENGINEERING DIVISION 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 DRAWN BY: TDM 09003-1 CHECKED BY: TDM SHEET 2 OF 2 EBgC Fr_ CHASE REEK GgRAT 7 Nr p o �a 4.1) a a / coQ t + � LOCUS SCALE 1"=1000' LEGEND 10 EXISTING CONTOUR EXISTING MEAN HIGH WATER — — EDGE OF WETLAND • • • • • • 100' WETLAND BUFFER FLOOD ZONE PROPOSED BOARDWALK -------'—•—•— —'— 200'RIVERFRONTAREA 4, 2x6 CAP 4x4 RAIL POST 2x8 JOIST3'6„ 2x4 GUARD (TYP. OF 4) I,�„ 2x6 DECKING W/ 3/4" SPACING 3/8" GALVANIZED L BRACKET K1/2" GALV. MACHINE BOLT W/ H) WASHERS BOTH SIDES (2) 2x6 BENT 34-60 GALV. NAILS MIN. M.H.W =5.50' V YMINN-��1 {� �) Y " 6x6 TREATED WOOD POST (NON -LEACHING) TYPICAL WALKWAY SECTION SCALE I"=5' IV0. 30655 —. /fy oF�sS�ONAI EN�'\�`` 5/20/0 CONSERVATION REVISIONS TDM TDM Date DESCRIPTION lDrownICheck, R E V I S 1 O N S PROPOSED BOARDWALK TAYLOR BRAY FARM AT 108 BRAY FARM ROAD NORTH IN YARMOUTHPORT SCALE: AS NOTED DATE: FEBRUARY 13, 2009 TOWN OF YARMOUTH ENGINEERING DIVISION 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 DRAWN BY: TDM 09003-1 CHECKED BY: TDM SHEET 2 OF 2