Q003 - Q014 - Laserfiche WebLink

Home Browse Search

l 8" x 6" x 3'-9" Back—up plate under wood in ost Back—up plate under 8" x 6" x 3'-9" rail element MBGR elerail element wood post MBGR element 6" x 8" x 1 '-2" MBGR element 6" x 8" x 1 '-2" Top of railHex nut and washer Top of rail wood block To of rail wood block Pavement oron threaded end MBGR element P _ Top of rail Hex nut and washer Hex nut and washer ground line5/8" 0 Hex head bolt (No Hex nut and washer on threaded end Pavement or on threaded end Pavement or on threaded end washer on bolt head) Attach ground line ground line back—up plate to post. Do not Pavement or I 5/8" Hex head bolt - 5/8" Hex head bolt attach rail element to post. ground line / cv / P 5/8 Hex head bolt with plate washer N (No washer on bolt head). (No washer on bolt head). 2 3/8" holes cel 8„ on bolt head. Attach rail element to post. Attach back—up plate and At post Nos. 3 and 7, extend block to post. Do not attach bolt through post and block Plate 1 '-6" x 2'-0" x 1 /4" Bearing Plate 3 1 /2" 0 holes rail element to block and post. 3 1 /2" holes but not through rail element. o Plate 1 '-6" x 2'-0" x 1 /4" At post No. 5, extend bolt Attach steel soil plate through post, block and rail j element. to steel foundation tube 8" L 8„ as shown in section D—D. Attach steel soil plate to steel foundation J Li steel foundation tube with 5/8" 0 x 7 1 /2" L� " „ " hex head bolts with hex nuts (7/8" 0 holes 6 x 8 x 6 —0 6"x 8 x 6'—0 Steel foundation tube in plate and in two sides of tube to L wood post — wood post TS 8x6x3/1 6 accommodate hex bolt). SECTION A—A SECTION B— B SECTION C—C Steel foundation tube TS 8x6x3/1 6 SECTION D— D (Terminal Section not shown) Limits of Guard Railing Pay Limits for Terminal System (Type SRT) Attach Strut to Foundation Tube with Bolt Head on this side. Edge of Paved Steel Strut Shoulder with yoke Slot Guard Terminal 4 Slot Guard Section Slot Guard - 0 0-) Slot Guard I I a-) Lf� ON 0 Ln 0 CD 0 0 0 Edge of paved shoulder I PLAN Direction of Travel wood post Ground line Hinge Point Embankment Slope „ >, 6 x 6—W2.9 x W2.9 Welded wire 4'—2 4'—2 4'—2 3'— 1 1 /2 3'— 1 1 /2 3 — 1 1 /2 3 — 1 1 /2 I 6 —3 6'—3 fabric hoop Rail Slott T Slot Rail Splice Cable Anchor 24" Dia Splice , Guard , I Guard I , , Bracket , Wood Post PCC Ftg Rail Slots Slots Slot Guard Slot Guard No. 1 Top of RCB Splice Slats Slats 1 /4" x 1 3/4" x 3" a ' a o 4 C Plate Washer 3" Typ Form socket in concrete to receive • , • , • , • I I RI • , • I I Anchor Cable 6" x 8" post or place N Bearing Plate concrete around 6" x 8" post for Anchor Cable. wrapped with one layer of 1 /2" thick Wood Post Wood Post Wood Wood Wood Wood I Wood Wood expanded polystyrene foam sheeting. No.9 No.8 Post Post Post Post Post I Post I Do not nail polystyrene to post. Post No.7 I ( No.6 III No.5 I I No.4 I I No.3 I No.2 Steel Strut to be centered in concrete footing. with yoke LJ I ' I II II II � Soil Plate POST FOOTING OVER RCB Pavement or Li LJ LJ LI I__l Ll Ll Ground Line LJ Steel LJ A A B A B A SB Foundation Tube ELEVATION c ° QROFESSION41 Raiappan&Meyer TERMINAL SYSTEM (TYPE SRTJssv Csw &C-0 CONSULTING ENGINEERS INC w Chuong Nguyen m 60 S. Market Street, Suite 510 San Jose, CA 95113 NOTES. No. C 70 " Telephone No. (408)280-2772 Fax No. (408)280-6803 DRAWN BY: BT/ZD 1 . For additional details of Terminal System (Type SRT), refer to the s x Q DESIGNED BY: CN/DL manufacturers installation instructions. CHECKED BY: NL F OF CA�\F� /�/p�/�� JOB NO. 99008 DATE10-27-1999 SCALE: AS SHOWN DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE SHEET TOTAL A/Y&4 ,� ,V00 COUNTY OF SAN JOAQUIN CONSTRUCTION DETAILS (ARCH —AIRPORT TO FRONTAGE ROAD 8 SHEETS ILE NA DRAWER SHEET NO. ACAD REVISIONS DATE L