Laserfiche WebLink
' TOE OF OAM <br /> \ 6'FLANGEO STEEL ELL <br /> h / % G"FLANGED FC AP l/AL VE <br /> 1 j SEE SPECS. <br /> I <br /> p � v V � � � � h � � CONCRETE SLAB -SK/RTEO FLANGE <br /> v v v n l LOPE/z PERFOO7J 3.-- PAPE WRAF N 2 <br /> y * p h h p p h <br /> o <br /> \ * pp p <br /> S ry ♦ + O p O O 4'Y/1-W29xWzg I / <br /> 3 Z 0 Y h <br /> N 1 m a,e <br /> DSS TOE TJ/KE 2 �REOCE 0 <br /> � rA/L/Nrs a <br /> /6+30,TCG= ptKE Z STA. 4 _ <br /> /0 aa B•oo __ /Ecc-2 <br /> r7�L 4163°5'3'05"W 1 � <br /> A { <br /> G 00 Q Gf 00 --� <br /> 0+00= <br /> O/KEZ STA <br /> �.(�OZ' 22 i PREDOM/NANTGy � �� SEE SPECSCAS/NG, <br /> V O2-ZGA DZ-23 CLAYS7ONE ES/GTSTO.VE rv� <br /> _ GROUT FLUU <br /> Ddo <br /> 2-25 �02-206 02-p7 _C70,-_ <br /> TTO-- - - - - <br /> GROUT"k Z14 F'SCREEN- P OF UPPERMOST <br /> �D2-FG{ i 2'f CLEARANCE BETWEEN <br /> J AQU/FEQ <br /> I I /o"WELL SC2EEN, <br /> SEE SPECS, <br /> i <br /> PLAN <br /> 200 PREOO.N/NANTGy F/G TER PACK, <br /> SANOSTO/JE ' SEE SPECS. <br /> 200 <br /> PREOOh7//�A,V TGy 6"STEEL CAS/NG, SEE SPECS. <br /> C CGAYSTONE ¢' S/GTSTONE <br /> W-/5 A9 T <br /> W_I `TOP OF BOTTOM <br /> i SANDSTONE GAYER <br /> W-PF W-2 <br /> h�", � SANDSTONE <br /> BO W 3 <br /> W-73 APPROX/MATE .x$ <br /> ? EX/ST/N6 IROUNO SURFACE �' W-u /80 WEGOEO f30TTOMPLATE- <br /> W-/2 ON T G W-9 <br /> W-6 — <br /> v i W - 'yB GAGE STEEL <br /> \ sC/rsrpNE, W-/O W-y W-,5 'N G `� S/LTY CCAY <br /> W"7 CLAYEY <br /> 170 <br /> — y `LOWER .60UNOARY I �-�-FS OTTOM OG VOCE <br /> - — <br /> . -- 7 - - 7 -- ? /70 •._ . .- _ OF60T1'OM AQU/FER � VB••... _ . - --9EE..SBEGS. <br /> 4 <br /> PREDOMINANTLY { <br /> v : <br /> LL /mo ------ ANT'Y P I C A L DETAIL OF <br /> F <br /> _ <br /> 6O GRAVITY RELIEF WELL <br /> z � <br /> - N L S. <br /> - v _ o <br /> > \ H <br /> w /50 S/GT,STONE j <br /> /50 w <br /> J <br /> \ 11 LEGEND <br /> /C{O <br /> \ O EXISTING PIEZOMETER <br /> Q RELIFFWELL <br /> \ <br /> /30 <br /> \ QC EXISTING SURVEY MONUMENTS <br /> /30 <br /> \ NOTES <br /> PREOOM/NANTGY 1. THE INDICATED FOUNDATION STRATA REPRESENT AN INTERPRETATION <br /> SANDSTONE BY B.J. McCLOUD OF BORING LOGS OF THE PIEZOMETERS. <br /> /20 � <br /> /2O 2. IT IS ANTICIPATED THAT GROUNDWATER UNDER SOME ARTESIAN PRES— <br /> SURE MAYBE ENCOUNTERED IN THE PERVIOUS STRATA, <br /> u0 - <br /> APPROX/MATE ? <br /> ' LOWER BOUNDARY OF <br /> BOTTOM A0U/FER z �- /00 <br /> ---- gPPROV EO F , <br /> 22369 anEE 1rvc 1R, R E.NO.12612. <br /> �Qees EAST BAY MUNICIPAL UTILITY DISTRICT <br /> APPROXIMATE PROFILE z °1510', BY R.L Li ) <br /> OAKLAND, CALIFORNIA <br /> DRAWN BY �, WON/J <br /> CAMANCHE DIKE 2 <br /> RELIEF WELLS <br /> s <br /> w GENERAL PLAN AND PROFILE <br /> SUPVR, MATL'S.ENO. ';q ,e..-R-�_ <br /> PROSECT ENG R. ^�^ <br /> F.P.E.NO.C 26096 PG <br /> RECOM. STRUCTURE OR <br /> MGR.OF ENG-G.SERVICES ZONE DESIGNATION <br /> 1 /2✓ULY84 ,PEI//SED G,PAv/TY .PEL/EF WELL OETA/L R.P.E.NO.C 65686• D - G - •L <br /> �!. AS SH W <br /> ION <br /> CGeKDATE /S JUN BCGN <br /> � - <br /> NO. GATE REVISION BY APR. Q/� E <br /> SPEC.NO, 1501 <br />