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DIST COUNTY ROUTE POST MILES SHEET TOTAL
<br />TOTAL PROJECT NO SHEETS
<br />:t
<br />?RpFESS
<br />REGISTERED CIVIL EN EER
<br />E! �j � y
<br />a� �' '� 1 i :, t w•� ca T.C. Jee
<br />1 15910
<br />i� c�`'
<br /><r �
<br />PLANSAPPROVAL DATE sl EXP.6/30/93
<br />.. . ... � CIVIL �
<br />1 t t i
<br />t � � ii t j � - �, i ,i �� 1 � ` � '-, i.� ii 1 � • - i ii i ,i I ; t ,,F t
<br />OF C A ` \
<br />ij ``�-'! � I ^: l O 1, `____.�.\ t , , ^: 4, ; `ti �j iti � � i �•! �t i„ ''�° •� l .i
<br />Top of conc. canal lining`�► ` t ! ';-�
<br />100 30' Skev (Typ.)
<br />;rr Top of conc. canal linin
<br />g i ! i ` i i tom• ;l
<br />• / � I ' i i ' i ` , '; 'i i i t y. r� it i 11 f t � ! r•
<br />Wingwall LOL ; ,i ' i `; �' • �' ! ��'� Wingwall LOL f`
<br />246.9
<br />.i , it
<br />tii ! , / ! l j t ` t ` i i ', • ' 1 1 i .i i ! t . t, v . - _ - - - - - , .....-•-j-- - :.�:.,_._„ _ • -
<br />;i f Jr i � { ; ,}' ii '; ii - i -i; ,'1 ll ', i � ••� ti ,' - r- - ` , ,j• � J{'• , , j � j -
<br />i i ; ii !t - •i, 't i` ; , ! i t\ \`-• il- Jam„ 1 j
<br />O'!, 1-5$0 , IJ j `� 'i i i ; '�� ! i 'i , Bridge ' '► , l; o (-- i 238.8t ;
<br />245.4
<br />O
<br />It
<br />00
<br />_-, _ _ _ _-_--s-_-lv _------._-------_-_---_---_-_-------_-------_-_----•-_-_---_-_-_-_-_-_-_-_-----_-----_-_-_-_-_-----------------_-_-_---�_-_--L_-_- _-_-_-_ _ _ _-_-4-_-_ _ --_ �^__---_-_-_-''t-___-_-_-_-_^---_-_-_-1-_-_-_-_
<br />_ Sta. 303+03.37 ;i i i ! Sta. 304+95.89
<br />Bent 2 Control Line Left ' ` '! °_► :i �� `i Abut.4
<br />N550 09'26"E '► �! /iy`J \\
<br />Wingwal LOL ! ';0•+ Ultimate ' ; 304+00 k `� v \
<br />i n ` Wingwall LOL
<br />�. 1 '' t� :../ ! i 't '4 i, 1 - •,, ••{ J0 5 + 0 0
<br />N55° 09'26"
<br />` 57+00 `, 5$+00 i, \, i .�,�,` 59+00
<br />------ ------------.--�\ —__ -----\ —__--- %—.r\-------__ -_ `;—.-....---..—
<br />' Sta. 302+70.84 Sta. 304+63.37 `
<br />i Existing Bridge ! `
<br />Abut.1 `5 Bent 3
<br />P�ATTERSON PASS RD .
<br />--------------------' i-----------------`----------- — — --- —-------- ------ ---------------------------------- ---- ------------------------ — ——. .— —-------—+------------------------ !---------------- ----`!------------------------ ,-t--------------------------- `'----------------a----- ------
<br />' t' TO 1-205
<br />--1-----_.------- ------'-.-----_—`_---_--_------ �---__--_----c-J-_------__-___--------..--___�
<br />_ --"r--ter/ '• it i ?t ' z � i } � ; i .S i, / � /
<br />-�'--.-_.-`.�\ •°i /1, ti ,�. t 1. �1' i j' :1 '�• i o
<br />^-` � . •.iJ i t J 1 i i •i •`,•' ii J .1 1 \ ! �•,•+ t . / J/ � � /'' �.".-
<br />a ii; ! PLAN ;�. , �� _ .
<br />it i i SCALE: 1 =10 i ' o t
<br />.ti S 'i ii Q-� 'y ,l ` i l s i J! U • >\
<br />NOTES
<br />i t
<br />Control cables connected with the operation of the State Water Project are buried on both sides of the
<br />aqueduct within the Department of Water Resources' right of way. The Contractor shall contact :4
<br />Underground Service Alert (USA) at 1-800-642-2444 (Northern California), and MCI Telecommunications
<br />ti �'' ,;;• i ``} Corporation at 1-800-624-9675 for information regarding the location of these cables.
<br />Prior to any excavation in this area, the cables shall be located in the presence of a DWR
<br />Delta Field Division Inspector (Call (209) 835-7106 for appointment) by using hand held tools and
<br /><"..
<br />their locations and elevations shall be shown on the drawings. Measures shall be taken by the Contractor
<br />to protect the cables in place.
<br />A seven (7) day advance notification is required prior to starting work within the Department of Water Resources' �� A� wed M.Y.T--
<br />W right of way. Contact the Division of Land and Right of Way, Encroachment Permit Section (Mr. Clifford Winston), 1 RVSD DAB Changed Officials Name BY �
<br />Q RYSD DATE DE .
<br />PTION D
<br />Sacramento, California at (916-) 653-5361, and the Delta Field Division, Engineering Branch (Mr. Richard Winkler), SCRI BY APP
<br />rover
<br />' Byron, California at (209) 835-7106.
<br />BENCH MARK ELEV. 251.19
<br />The Contractor will be liable for any damage to DWR's control cables as a result of the proposed construction CORPORATION
<br />MI 11.6A Brass disk on NE corner of existing bridge. and for any other resulting damages, including power, irrigation, municipal and industrial water supply and WALNUT CREEK ORNIA
<br />communication losses. Any excavation within three feet of the cables shall be done b hand held tools. NOTES ALI
<br />y PATTERSON PASS RD. BRIDGE 2
<br />All trenches shall be excavated to comply with the most current Occupational Safety and Health Administration For CIDH pile and footing dimensions not shown FOUNDATION PLAN
<br />N E standards. Trench backfill shall be placed in no greater than 4-inch lifts if hand compacted or no greater see Abutment Details and Bent Details sheets.
<br />than 8-inch lifts if power compacted. Trench backfill compaction within DWR's right of way shall be compacted SCALE SUBMIT ED DATE
<br />to 90 percent relative compaction (ASTM 1557), except across DWR's roadways, and through protective DESIGNED DRAWING NO.
<br />dikes where backfill compaction shall meet 95 percent (ASTM 1557). �i I Indicates bottom of footing elevation. T.J.
<br />APPROVED
<br />DRAWN R . A.
<br />B 4 3
<br />STATE NO. 29C-083L
<br />-
<br />CHECKED
<br />
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