Laserfiche WebLink
R/W Chrisman Road <br />Bridge No. 29C-220 <br />EP <br />----------------------------\---------- U=IL===-=________---11--------------- --JLU <br />/------------------------�---------J�------ � ---------30'---- <br />9+00 1 otlbo 11 +00 ; 12+00 Chrisman Road <br />- - - <br />1 i - 1 �- i L �— - 1 i i L �% - I i 1 1- � -I i - i 1- i J i I i i <br />-------- ---------- --------- ---------- ----------------- ---------- ---------- -- ------ -- <br />--rlrr { ---------------------- ----------------- ---�,� - <br />S S S S S 5------�--5 ' <br />EP E V. <br />rr7r--�i�-------��--------------- ---- <br />30 <br />,� ✓� E E E/ �, 1 E E <br />h <br />RAW <br />Relocated Asphalt .i x // A -A v // NOTES <br />Concrete Driveway. -H <br />See Sheet 3 for o - / 1. R & D damaged bridge and approach railing. Backfill and <br />// Q Cr + // compact all voids from approach railing removal Concrete <br />details. I. I x'+ // v Nc + // footing of the remaining upright a roach railing may <br />J� // PLAN � // 9 9approach 9 Y <br />—x x x I remain in place as long as it does not interfere with new <br />o Not To Scale o approach railing installation and railing posts shall be cut <br />D 41 <br />Limit of R & D damaged barriers. See Note 1. V) flush at top of concrete footing. Existing bridge rail anchors <br />o shall be cut flush with edge of deck (no torch cutting). <br />m I-- 2. Place new approach railing transition with terminal system <br />D See Note 2 See Note 3 (Type SRT) per Standard Plans A77A, A77AA, A778, A77F, <br />m 62'-6" 104'-0" A77FA, A77J, and A77L. <br />34'-0" <br />Exist. <br />16'-10"f Stripping <br />13'-2"f <br />See Note 4 <br />1 <br />r--a j <br />------------------- <br />-------- - - - - - I I------------- <br />I I <br />I I I I � I I � I I <br />TYPICAL SECTION <br />Not To Scale <br />COUNTY OF SAN JOAQUIN SCALE AS <br />DRAWN BY <br />c tad <br />DATE PROJECT ENGINEER <br />3. Place MBGR on new anchoring system per plans and <br />specifications. <br />4. The existing temporary railing (Type K) may be shifted for <br />construction access where proper traffic control is provided. <br />During the non -working hours, this temporary railing (Type K) <br />shall be placed as shown on the plans. Following completion <br />of bridge railing repairs, Contractor shall coordinate with <br />Engineer for the removal of temporary railing (Type K) by <br />others for approach railing installation, a minimum of 48 <br />hours advance notice is required. <br />5. The Contractor shall verify all controlling field dimensions <br />prior to ordering or fabricating any material. <br />LEGEND <br />—E E — Overhead Utilities <br />— T T — Buried Utility (approx. location) <br />Asphalt Concrete Driveway <br />NOTED GENERAL PLAN CHRISMAN ROAD BRIDGE NO. 29C-220 <br />BARRIER RAIL REPAIRS ACROSS CALIFORNIA AQUEDUCT <br />DATE CHECKED DATE APPROVAL RECOMMENDED <br />12�16�0 A I Aecvq s. 114%a A6� <br />Sheet No. <br />2 of 5 <br />DATE <br />1z-L/zolo�¢ <br />