Loading...
HomeMy WebLinkAboutS-27661Ao n ro CONT 4 "x6" BULL RAIL N -'- 4 "x6 "x1'4" -) CUPPER BLK ® 8' MAX. SECURE STRUCTURAL NOTES W/ (2) 5/8 "x12" LAG BOLTS ® 8" EA BLK A. GENERAL Al. AS -BUILT VERIFICATION w PATHWAY CONTRACT DOCUMENTS THAT DESCRIBE EXISTING CONDITIONS ARE BASED ON FIELD OBSERVATIONS BY OTHERS AND ARE NOT BASED ON EXTENSIVE FIELD MEASUREMENTS, d -i t OPENING OF CONCEALED CONDITIONS OR EXCAVATION OF BURIED ITEMS. THE STRUCTURAL w � V g t V -6" 1 t V -6- Sa \ 4- 8.75 "x48" GLULAM WITH O OR. THESE PORTIONS ENGINEER OF RECORD DOES NOT WARRANT THEM TO BE WITHOUT ERR � C (D W z OF THE DRAWINGS ARE INTENDED AS A GUIDE TO THE CONTRACTOR WHO SHALL VERIFY 1 8' w Of Q 0 u 3/4" MUSH 00 HEAD BOLT 4 N d Q w Z_ Q > 1 ro } cn <� z$ �a O w O w Q�.o p' 4 Y 6 N� J� (n w ¢g F CV _ Of ;. o Z D S x aS w a i o� Q � of =Lj as ^N PQ wu q¢ 3, v` E �° � E `m c om a� s 0 T a 6- Sa \ 4- 8.75 "x48" GLULAM WITH O OR. THESE PORTIONS ENGINEER OF RECORD DOES NOT WARRANT THEM TO BE WITHOUT ERR GALVANIZED UNIT SKID MESH O OF THE DRAWINGS ARE INTENDED AS A GUIDE TO THE CONTRACTOR WHO SHALL VERIFY 6 1 1/2" PLATE 1/4- EA SIDE, SECURE W/ (2) 5/8" BOLTS 1 i f k 2 -� 2" 2" DIA SCH 80 PIPE ±15 EMBEDMENT BEARING PLATE 3/8- ASSUMED, FIELD VERIFY W/ PIPE 1.5 "0x5" z SLEEVE, TYP. 0 w SECTION AT ABUTMENT SCALE: 1" = 1' -0" w wp - a7 - ?7 #d 8"x8" CAP W/ (2) 5/8- MUSHROOM HEAD BOLTS, TYP. 3/16 BRIDGE AND ABUTMENT DETAIL SCALE = AS SHOWN D1. APPLICABLE CODES TIMBER CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 23 OF THE UNIFORM BUILDING CODE. D2. MATERIALS 1. LUMBER: DOUGLAS FIR #2, EXCEPT 8X MEMBERS SHALL BE DOUGLAS FIR Y #1. PRESSURE TREAT PER AWPA C2. TREATMENT SHALL COMPLY WITH WWPI'S BEST MANAGEMENT PRACTICES FOR USE OF TREATED TIMBER IN AQUATIC ENVIRONMENTS. ALL SAWN LUMBER SHALL BE GRADED AND MARKED IN RECORD DRAWING CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST 7lNS DRA%WR HAS BEEN PREPARED LUMBER NO.16, LATEST EDITION. BASED ON N FORMAIM COMPLID 2. GLUED - LAMINATED TIMBER: DECKING SHALL BE DOUGLAS FIR GRADE L1, FRMI " N7RAC70R =AND 07"ER8 PRESERVATIVE TREATMENT FOR SOIL CONTACT PER AITC 109 WITH WET USE BY j ADHESIVES PER ANSI /AITC A190.1 EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC DALE �QjO °• 2�3 CERTIFICATE OF CONFORMANCE. HAINIONQ OOLLN'R & WADE - 3. FIELD TREATMENT. ONE GALLON OF COPPER NAPTHENATE (2% SOLUTION) LINNH+'SHI E $ ASSOCIAIES, INC SHALL BE FURNISHED FOR FIELD TREATING WOOD. ALL ABRASIONS AND CONSlL7M ENDIIIJEERS CUTS MADE IN THE FIELD SHALL BE GIVEN 3 BRUSH COATS OF THE FIELD 010 SMINE I Y NORTH 3EATP- !KA TREATMENT SOLUTION. HOLES DRILLED IN THE FIELD SHALL BE POURED FULL OF PRESERVATIVE. L�$5. IS E. PIPE HANGERS �� G E1. PIPE HANGERS IDENTIFIED BY CATALOG NUMBER AS MANUFACTURED BY B -LINE `m - x SYSTEMS, INC. REFER TO CATALOG 25198. PROVIDE HOT- DIPPED GALVANIZED ,9 I Oil '- At FR: V ­ 07 FINISH. EQUIVALENT DEVISES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED EQUIVALENCE CAN BE DEMONSTRATED TO THE ENGINEER OF RECORD. '417. `r' "71.e I SCANNED MAR 2 8 2003 FR: V ­ 07 FINISH. EQUIVALENT DEVISES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED EQUIVALENCE CAN BE DEMONSTRATED TO THE ENGINEER OF RECORD. '417. `r' "71.e I SCANNED MAR 2 8 2003