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GENERAL NOTFS=
A O7 TO CO7RACTORsA1 THE EXISTENCE QN/J LOC4710A/ OF gNy 41N1--EQG000/10
U j/G /TY PIPES OR ST.QUC jORES SHOWN ON THIS PLAN ARE 007A /N670 BY A
5EARC11 OFAVAILABLE RECORDS. 4PPROVAL OF 711E5E PLANS .BY THE CITY
ac LAKE EL S/IVO/ZE /JOSS NOT CONST /TUTS A REPRESENTATION AS TO THE
ACCURACY OQ COMPLETENESS OF THE LOC47I0N OR EXISTENCE OR NON -
EX /STENCE OF ANY UNDE7ZOROUNO P /PF Oe 572UCTURE WITHIN 7HE4IM 17-S
OF 7H /5 PROJECT. 7HE CONTRACTO2 /S /21:01 TO TAZ,6 ALL DUE AeFCAUTION-
A2Y MEASURES TO PI?47ECT 7HE UTILITIES AND FACIL17 1E5 /N4ND OUT OF 7HE 57REEj
IF16 s'7 Of WAY OF 2ECORO SHOWN OR NOT SHOWN ON THIS PLAN.
2. 441. WORK SH44L CoA1F01?M 70 7HE 017Y OF LAeE ELSA /0265 ORDINANCE 493 Y4ND
RIVERSIDE COUN7Y STANDAZDS°
3. 441- UTILITY COMPAN /ES SHALL 6e NOlIF /ED 8Y THE 00N7RACT0Z 46 HOURS MINIMUM
PR 102 70 3f6 /NN /N6 CON57RUC710N.
4. SU9- 6RADES IN ALL NEWLY 001\157RUC7ED ARE45 SHALL ,9E 5CAR /F1E0 G" DEEP
ANO RECOMP.4CTED TO A RELATIVE COMPAC710N OF `f0%
5 D171VEW4Y5 SHALL 13E LOCATED /N THE FIELD AS DIRECTED AT 71ME OF CONST -
RUCTION. PEle RIVERSIDE COUNTY 674NDARD 207 FOR COA."E/ZC /AL.
NO C012f3S OR 6077E ?5 EXIST /N 7HI5 PORTION OF !Z /LEY STREET
7 QUANT /TIES SNOWN ARE- FQC 11VI922RA4A71O! ONLY AIW THE if17-Y OF LAKE E-ZSINORE !S NOT RE5FONS15LE
FOR TAlEIP 4 ifZ URAC Y.
8, STPOCTURAL SECT /DN SHOW-1 IS FOR EST /UTAT/NG PORPDIES ONLY THE D,5YEl1PE2 59AZL ARRANGE AM
A SO /LS TEST TO BE MADE /3Y A SOILS ENG /NEEK. DEPTH OF BASE MA7EP /AL AN /> A, C. PAVING SHALL
dE DETERtiI /NED BY Tf1E CITY OF LAKE ELS/iVORE DESIGN STANDARDS AND TEST PROCEDDRZ
QUANTITIES
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