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12 <br />SECTION THRU ELEVATED TRAIL <br />8' 2' GALV. SCHM. 40 <br />(THNU /BOLTS d: NUM BRACKETS SLEEVE <br />2' 3 1/4' <br />TV. <br />ry R 3/6' X 6' X 0'-6' <br />Tro. <br />O O <br />-- E12 X8 X0-434 <br />I I I <br />GALV. STEEL I <br />SADDLE _ _ °i _I <br />SEE BRACKET A 2'0 SCHED. 40 <br />DETAIL THIS SHEET PIPE BRACE <br />r SCHED. 40 PIPE SLEEVE <br />I.D. 33/16' + PIER <br />HELICAL PIER PER SUPPLER. 9/16' HOLE SHAFT O.D. <br />CUTOFF TOP OF PIER SHAFT FOR THRU BOLT <br />1/2' S.S. THRU BOLT k NUT TO AQUIRE SOUD BEARING <br />ON TOP NOTE: <br />GALVANIZE ALL MATERIAL <br />AFTER FABRICATION. <br />CONNECTION DETAIL <br />No Scala <br />BRACKET DETAIL <br />No Scall <br />ELEVATED TRAIL AND BITUMINOUS <br />TRAIL CONNECTION DETAIL <br />0 9' 1'-6' 3' <br />NOTES: <br />1. THE STRUCTURE SHOWN ON THIS PIAN IS DESIGNED FOR LOADS SHOWN BELOW. R IS <br />DESIGNED USING ENGINEERING PRINCIPALS CONFORMING TO THE CODE REQUIREMENTS FOR SAWN <br />LUMBER AS REQUIRED AND DEFINED BY THE CURRENT NATIONAL DESIGN SPECIFICATION FOR <br />WOOD CONSTRUCTION. R IS NOT NECESSARILY DESIGNED FOR RESISTANCE TO FORCES UNDER <br />EXTREME FLOOD EVENTS. <br />2. DESIGN LIVE LOADS/CONDITIONS ARE AS FOLLOWS: <br />UNIFORM UNE LOAD OF 85 LBS / SQ. R. <br />DESIGN VEHICLE LOAD OF 10,000 LBS. <br />LOAD DISTRIBUTION - 60% TO REAR AME <br />AXLE SPACING - 10 FEET <br />WHEEL SPACING - 6 FEET <br />TRE PRINT AREA - 11' WIDE X 6.0 LONG (IN THE DIRECTION OF TRAVEL) <br />WIND LOAD - 25 PSF ON THE FULL HEIGHT OF THE STRUCTURE. <br />3. ALL LUMBER SHALL BE PRESSURE TREATED WITH ALKALINE COPPER QUATERNARY - TYPE C <br />(ACO) OR COPPER AZOLE - TYPE A (CBA -A) IN ACCORDANCE W11F1 THE AMERICAN <br />WOOD -PRESERVERS ASSOCIATION. ALL LUMBER SHAD. HAVE 0.40 LEIS / CU. FT. RETENTION <br />4. ALL LUMBER SHALL BE SOUTHERN PINE. NO. 2 GRADE MINIMUM (SYP) GRADED UNDER THE <br />SOUTHERN PINE INSPECTION BUREAU (S.P.I.B.) RULES. ALL LUMBER SHALL BE S4S (SURFACED 4 <br />SIDES). <br />S. ALL ELEVATED TRAIL SECTIONS SHALL BE CONSTRUCTED IN MULTIPLES OF THE STANDARD 7'-9' PILE <br />BENT SPANS AS SHOWN IN THE DRAWINGS. <br />6. ALL SCREWS, NAILS. BOLTS. NUTS AND WASHERS PROVIDED SHALL BE STAINLESS STEEL UNLESS <br />NOTED OTHERWISE. <br />T. WHERE ONE OETAIL OR SECTION IS SHOWN, R SHALL. APPLY TO ALL LIKE AND SIMILAR <br />CONDITIONS. <br />S. INSTALL DECKING WITH X' SPACING BETWEEN EDGES OF DECK BOARDS. FASTEN DECKING TO <br />JOISTS WITH 2-/10 X 3' LONG STAINLESS STEEL SCREWS AT EACH SUPPORT. <br />9. ENDS OF STRINGERS SHALL BE SUPPORTED ON THE HEADER BEAM WITH 1 A' MINIMUM BEARING <br />PROVIDE SOLID BLOCKING BETWEEN STRINGERS AT BOTH THE SUPPORT AND AT MIDSPAN <br />BETWEEN SUPPORTS. <br />10. FURNISH AND INSTALL TWO (2) HELICAL PILES AT EACH HEADER SUPPORT LOCATION. PROVIDE <br />A VERTICAL LOAD CAPACITY OF 5500 LBS PER PILE AND A LATERAL LOAD CAPACITY OF 1050 LBS <br />PER PILE BENT. HELICAL PILE SUPPUER SHALL PROVIDE PIER CAP ASSEMBLY INCLUDING HEADER <br />BRACKET, BRACING MEMBER, PIER SLEEVE, AND STAINLESS STEEL BOLTS. VERIFY WORKING <br />CAPACITY OF THE PILES. <br />11. FURNISH AND INSTALL A BRONZE PLAQUE '10,000 POUND VEHICLE LOAD UNIT'. ONE (1) AT <br />EACH ENO OF EACH ELEVATED TRAIL BRIDGE SECTION, <br />12. A WOOD DECK IS BEING PROVIDED FOR THIS STRUCTURE. THE OWNER SHOULD BE AWARE THAT <br />MOST PEDESTRWN BRIDGE LIABILITY CLAIMS ME STATISTICALLY SUP AND FALL CWMS. IT IS THE <br />OWNER'S RESPONSIBILITY TO KEEP THE DECK FREE FROM SUP OR TRIP HAZARDS DUE TO CUPPING, <br />SPLITS, GAPS AND SMOOTH SURFACES. <br />13. FASTEN CAP TO POST W/(2) 30d S.S. RING SHARK NAILS OR EQUIVALENT S.S. SCREWS AND TO RAIL <br />EVERY 2 FT. O.C. (PREDRILL PILOT HOLES PRIOR TO FASTENER INSTALLATION). <br />14. BOLT HORIZONTAL MEMBER TO POST W/(2) 1/2'0 S.S. CARRIAGE BOLTS, WASHER (AT NUT MD <br />BOLT HEAD END) AND NUT. <br />15. FASTEN PICKET TO EACH HORIZONTAL MEMBER W/ 9d S.S. RING SHANK NAILS OR EQUIVALENT S.S. <br />SCREWS. (PREDRILL PILOT HOLES PRIOR TO FASTENER INSTALLATION). <br />16. BOLT 2 X 12 SCAB SPLICE TO SWINGERS W/(2) 1/2'0 S.S. CARRIAGE BOLTS, WASHER (AT NUT <br />AND BOLT HEAD END) AND NUT, EACH SIDE OF SPUCE <br />17. USP LTHW12-S.S. TWIST STRAP OR EQUIVALENT MFR. FASTEN W/ S.S. RING SHANK RAILS PER MFR. <br />AT EACH PIER ONE SIDE ONLY AT TMGENT SECTIONS AND BOTH SIDES AT CURVED TRAIL SECTIONS. <br />18. 1/2'0 S.S. CMRIAGE BOLT, WASHER AND NUT 16' O.C. MAX. <br />D I SCHEDULE OF BID ITEMS FOR ELEVATED BOARDWALK <br />BID ITEM <br />UNIT <br />QUANTITY <br />MOBILIZATION FOR HEUCAL SCREW FOUNDATION <br />LUMP SUM <br />1 <br />TEST PILE FOR HELICAL SCREW FOUNDATION <br />EACH <br />1 <br />PILING FOR HELICAL SCREW FOUNDATION <br />LINEAL FT. <br />266 <br />GALVANIZED METAL BRACKET FRAME <br />EACH <br />19 <br />APPROACH PROTECTION FENCE <br />EACH <br />2 <br />ELEVATED TRAIL <br />SO. FT. <br />1477 <br />s <br />y m C <br />3 .,b <br />lb <br />;Sf�b <br />ydn:°u <br />Lq N C X <br />HMu1sIi <br />N 6 <br />O Zy <br />IO C �'V 5 Yy5By <br />C VIV UNuC1 NL <br />OOQKQQ C�E <br />O <br />16 OF 44 <br />