HomeMy WebLinkAbout1368-6PROFILE SCALE
VERT: 1" = 4'
HORZ : I" = 40'
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SEE PROFILE 11 8 !8 Il
=
SHEET NO. 3 OWEN s
CALL. UNDER GROUND
SERVICE ALERT
D48 HOURS BEFORE YOU DIG
1-800-422-4133
SECTION " N � N "
HORIZ : I"= 20', VE2T: I"= <�o'
PRIVATE ENGINEER'S NOTE TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS. OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED -BY A
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES 6LL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES. CONDUITS. OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSESE OF
CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY. -AND HOLD THE CITY. THE
OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM --THE SOLE' -NEGLIGENCE OF THE OWNER OR THE ENGINEER.
RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF.
BENCHMARK NO. 396
PK NAIL, IN P.P. #1170851E NW COR.
ARROW,HIGHWAY AND OLEANDER AVENUE
ELEVATION: 1260.84 DATE: 9/57
BE�ICHMARK:
PK NAIL IN P.P. #1170859E NE COR.
ARROW HIGHWAY AND CITRUS AVENUE.
;ELEVATION: 1254.82 DATE: 9/67
10 mmw;vpmmmmw
REVISIONS:
N0. DESCRIPTION ENG. DATE APPROVED DATE
A\ ADDED RECORD fJA— A IN FO F/`f. 9—Z-13 —12, 4."s 1•Z• 13
DATEI
.Si nrIr*n Fnn I nnnrn i nn
CIVIL ENGINEERS — LAND SURVEYORS — LAND PLANNERS
<JVIVV 1 I1%LJ%J I l VIV IVV 1 I- %J i.
@—CONSTR`6CT 240
R.C.P.
D- L.p�D 1,2-50 (P�rz 7tw D-
D 1��i0 , p-LdAO 2 DDD,
9a-- CONSTRUCT 60" R.C.P.. D -LOAD I SOO
10 CONSTRUCT 72" R.C.P.. D -LOAD 1-350
IS CQNS`TRUCT MANHOLE No. 2 PER L-._A.C.F.C.P
STD, No. 2-D184.
(9 ---CONSTRUCT- JUNCTION STRUCTURE No.4 PER
L.A.C.FC.D DWG. No. 'Z_ D1C�3.
a--- CONSTRUCT BRICK AND M01;?TAt:� PLUGy PER
S. Pte. C. F.C.D. STD S.P, I`76A.
45 REMOVE CONCRETE BULKHEAD AND CONNECT
PI PES , VERIFY 1_0=10N � ELEV. OF ffX I I�2T.
PIPE.
1-9�� ON ' 4pwT 2-
RQ__QRAWINGr_ .
CITY OF FONTANA. CALIFORNIA
(714) 799-8080
25864 BUS I NEyS CENTER_ DRIVE , SUITE 'F
' DRAWN RAWN M BY
R DCANDS, CA 9374
. -` DESIGNED BY
TA -
CHECKED BY
R.C.E. — 33820 EXP. 6,/3014 K'AP
STORM DRAIN PLANS '-
CITRUS" AVENUE
WEST FONTANA CHANNEL TO FOOTHILL BLVD.
APPROVED
CITY. ENGINEER R.C.E:f 25126
SCALE t 'gm -40'
DATE`
ic" 7- 9 Z
DRW #,' 1
13680