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<br />Mb::
<br />DIST. COUNTY ROUTE POST MILES SHEET TOTAL
<br />TOTAL PROJECT NO. SHEETS
<br />230'-0"±
<br />115 — 011± 115 — 0"±
<br />-
<br />II \ \
<br />J J Profile along
<br />Abut 1 bridge
<br />Roadway --�
<br />Existing
<br />Submarine
<br />cable --'
<br />Profile along
<br />Abut 1 q bridge
<br />Existin
<br />Subma
<br />cable
<br />/ IIIIII
<br />b
<br />b
<br />I / /
<br />N' II II II li II II N II '-- Abut 3
<br />—
<br />Existing
<br />II II II II II II II II II a Submarine
<br />a II II II II II II II II II cable
<br />II II II II II II II II II Pier 2
<br />II li II II II II II II II
<br />uuuuuuuuu
<br />STAGE ONE
<br />a. Unearth Submarine cables.
<br />b. Splice temporary power supply to pull box.
<br />Pier 2
<br />STAGE TWO
<br />I
<br />IY /
<br />o Ill��i
<br />/
<br />II�PI
<br />' �iI_►II
<br />Abut 3
<br />Existing
<br />Submarine
<br />cable
<br />c. Swing bridge in open position
<br />d. Disconnect power supply and temporally
<br />secure it to bank.
<br />Roadway
<br />Pier 2 II II 11 II 11 li II II 11
<br />11 11 11 11 11 11 11 11 11
<br />uuuuuuuuu
<br />STAGE THREE
<br />e. Drive steel sheet piles as required.
<br />Q�pSS/{�/
<br />REGISTERED STR TURAL ENGINEER
<br />Po—Kang Chen
<br />1141?6 No. S3112
<br />PLANS APPROVAL DATE * 9 /30101
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<br />Exp. .
<br />MARK THOMAS & CO.,INC. s>1 STRUCTURAL ,P
<br />90 ARCHER STREET qrF of
<br />SAN JOSE, CA 95112
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<br />Roadway
<br />10I - -
<br />/
<br />/
<br />/
<br />/
<br />/
<br />Abut 3
<br />Existing
<br />Submarine
<br />cable
<br />230'-0"+
<br />-. *►
<br />115'-0"± 115'-0"±
<br />7
<br />I _ - _
<br />X,
<br />'' Roadway
<br />,em—
<br />Tr
<br />— I
<br />- -- n
<br />II T� I 1 I g
<br />�III�I
<br />J J 11 LLL
<br />u
<br />Profile along
<br />Abut 1 ( bridge
<br />II II II IIII II II II II Abut 3
<br />f II II II II II 1i I!
<br />Existing RECSubmarine �
<br />111111111111111111 RDPRAWING
<br />I I I I I I I I I I I I I I I I c a b l e Corrections 6
<br />Pier 2 II II II II II II II 11 II y
<br />11 11 11 11 11 11 11 11 11 ►�o Changes By
<br />Cate 131 /B z-
<br />u u u u u u u u u Any Person 0sinq This Drawing Should Verify
<br />Notes: `-,oration F3t, insneatino i' r- SitpOf Work.
<br />STAGEFOUR 1. Stages shown are for west side sheet pile
<br />construction only, same procedure apply for east side
<br />f. Connect power supply to pull box sheet pile construction.
<br />g. Swing bridge back to close position.
<br />©pen to traffic. 2. After removal of sheet piles install submarine cable in
<br />trench and make permanent connection to pull box.
<br />The Contractor shall verify controlling dimensions 3• Construct rock slope protection.
<br />of existing seal courses and adjacent objects before
<br />installing steel sheet piles. Sheet pile installation
<br />shall not damage existing dolphin piles, submarine cables STORM DAMAGE REPAIR
<br />and navigation lighting.
<br />,. „ hi . , : I1: +. i, I'L YI: i1 W:.. A. IY I elil 111
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<br />r By Checked BRIDGE N0.
<br />DESIGN C. Gong P. Chen PREPARED FOR THE Po Chen
<br />By Checked 29e—o131 = MOKELUMNE RIVER BRIDGE @ WALNUT GROVE ROTA®
<br />DETAILS J. Rogers P. Chen COUNTY OF SAN JOAOUIN Project Engineer POST MILE
<br />QUANTITIES By C. Gong Checked P. Chen DEPARTMENT OF PUBLIC WORKS - SUBMARINE CABLE CONSTRUCTION DETAILS
<br />'11- iW,III I d. u ., J, .IuYe I.YYi . ::I IY I:Ili mI. I�.I, ., , 1 I,W u : I,l I:n ubI III II 1,I I I I
<br />I'll
<br />_ ::?° RE 'l�sIII�AaTES�J ` I uiniIaI ARtllY sT:
<br />AeGE 4wOa I NLY, , I I at ,Ilwlle ,( • : 1 :: I I �'�i.I:• x S:H.
<br />EE1T
<br />OF
<br />ORIGINAL .F
<br />ORIGINAL SCALE IS IN INCHES DISREGARD PRINTS LNG 7/ 9ORREDUOcD PLANS a � 2 EARLIER REVISION DATES ►74/s sa ef1I98'ss4
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