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98775 <br /> Design <br /> Drawn P B <br /> Check <br /> 0 <br /> a <br /> U <br /> 61 <br /> W <br /> VP <br /> M <br /> M -n <br /> : to A <br /> ♦ ♦ <br /> MEMO■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■. :■■I■■■■■■■E■■■■S■■■■■■■■■■■■■■■■■■■■■■monsoons, <br /> EXCAVATION NOTES= <br /> `/i f ■ 1 . TEMPORARY SLOPES OF 2 TO 1 WILL BE CREATED DURING EXCAVATION . <br /> ■ 3` <br /> ■ / �j ` "O • 2 . NO EXCAVATION W • <br /> / .ILL ENTER INTERMITTEN STREAM CHANNELS DURING <br /> ■ / ;,�;�,� �� r 2L ,i '';,'' !r . ■ EXCAVATION. <br /> 29 ■ <br /> 3 . EXCAVATION WILL NOT PENETRATE GROUND WATER TABLE. <br /> 4 . ABOUT 8, 000 , 000 CUBIC YARDS OF EXCAVATION WILL B-E TAKEN OVER 30 <br /> ■■ i I i 3 v �r� v i8 <br /> ■■ <br /> 10 <br /> 5 . PHASE 1 EXCAVATION IS IN PROGRESS PER EXCAVATION PERMIT NO, <br /> REARS. <br /> Y ■\ ., <br /> ww <br /> 8 QX86-1 . <br /> ■ i \ <br /> i \ <br /> z <br /> \\ <br /> -/ <br /> ■ `� \ \` 6 . OVERBURDEN FROM PHASE 1 USED TO BUILD ROADWAY TO EXCAVATION SITE. <br /> ` — <br /> ■ f �- - 2C <br /> I�,' '' � 'r \ \ ■ � . OVER$URDEN FROM L)M PHASE 2 WILL BE BACKFILLED ONTO PHASE 1 OR USED TO ISI Z <br /> CONSTRUCT POND LEVEES - TYPICAL OF SUBSEQUENT PHAV <br /> 25 f f ■M SES. <br /> w <br /> ■ r j I B . DURING PHASE EXCAVATION TEMPORARY DYKES WILL BE USED TO CONTAIN <br /> 2 O <br /> ■ 0O i i �/ / / i' ''f `\�` \ \, STORM WATER FLOW, WHERE NECESSARY. <br /> ■ MIN. \ �, ��. �� ., 24�,,\ �� <br /> \ \ `\.. I4,\\\ 5 . PUMPS WILL BE USED WHEN AND WHERE NECESSARY TO PUMP STORM WATER TO va <br /> limnm&,-Vb- • 06 <br /> �#�•••,� `� \ \77-777 <br /> \ \ ` `\ / i i' ' :/ ■■■■■�■■■■■■■■■■■■■.■■■■■' POFD AREAS. <br /> loz <br /> We_.____.y C V <br /> PROPERTY LINE <br /> :, - �� ,1 �' / '+..� �� ,\� \ �� \` 10 . \: �� ■ EAST BAY MUNICIPAL <br /> r. / r ; ',•• / ■ ' UTILITY DISTRICT <br /> i <br /> �•••• EXISTING <br /> � �� � ,, i / I , �; / ;�, ��"/�;,, '� ?� . �;l�w.. � �? � <br /> � / 0000 <br /> .,`••,r ■ 20' WIDE GAS PIPELINE EASEMENT Z <br /> r r•••••••r•••r••• ••s•• ♦� ♦ , n <br /> mv <br /> •• r•••• <br /> CENTERLINE <br /> \ N000000000 / •r•,, VJ o <br /> Z <br /> ■ �•+ O <br /> r `• PROPOSED NEW GAS PIPELINE ALIGNMENT — 10 <br /> ■ � <br /> ■� �• \� TO BE RELOCATED BY P. G. 8s E. ':♦ ■ U o <br /> 0.-11111111 <br /> 100 <br /> ■ <br /> m '� �—�-- 200' WIDE P G. & E. <br /> �/ EASEMENT <br /> �, ■ ■ <br /> ■ ■ ■ <br /> ■ ■ ■ ',ds <br /> ♦ <br /> ■ // Z" o <br /> 0 <br /> W — <br /> > < CL <br /> Z W W <br /> EXCAVATION & REHABILITATION <br /> PHASE MAP U < �- <br /> SCALE-. I" = 600' —� zoo `t c) <br /> SEQUENCE OF PHASE WORK <br /> Date 7- 87 <br /> ELECTRICAL TOWER PLATFORM DETAIL Job Number <br /> � 965— <br /> SCALE: I" = 50' <br /> . scale <br /> AS NOTED <br /> SEE SHEET I FOR BENCH MARK INFORMATION <br /> Sheet Number <br /> DATUM. U.S. C. & G.S. 3 of 10 <br /> File Number <br /> E — 1241 <br />