HomeMy WebLinkAbout2050-2PROFILE SCALE
VERT: 1" = 4'
HORZ: I" = 40'
5EE OF -TAIL- A
CITRUSAVENUE
CALL UNDER GROUND
SERVICE ALERT
48 HOURS BEFORE YOU DIG
1-800-422-4333
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 ALL 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 COURSE 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.
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REVISIONS:
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Sierra Eng reer inBENCHMARK N0. 396 No, DESCRIPTION ENG. DATE APPROVED DATE gVI
•"••►il. CIVIL ENGINEERS - LAND SURVEYORS - LAND PL
ANNERS
PK NAIL IN P.P. #1170851E NW COR.
ARROW HIGHWAY AND OLEANDER AVENUE. •,�t
Q
ELEVATION: 1260.84 DATE: 9/67 C7143 799-8080
g It•c•�° 338�'�raw"6 2586 BUS I NESS CENTER DRIVE, SUITE ' F'
° REDLANDS . C/� 92374
BENCHMARK NO. 399
PK NAIL IN P.P. #1170859E NE COR. , cor
ARROW HIGHWAY AND CITRUS AVENUE.
ELEVATION: 1254.82 DATE: 9/67 DATE: � �� � R.C.E. - 33820 EXP. 6/30/94
NOTE:
SEWER STATIONING FOLLOWS
STREET CENTERLINE STATIONING
CONSTRUCTION NOTES
1�--- CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD.
NO. 109, 112 AND 114.
CONSTRUCT 8" V.C.P. SEWER MAIN [EXTRA STRENGTH
WITH COMPRESSION JOINTS].
@�- CONSTRUCT 4" DIA. CEXTRA STRENGTH] V.C.P. SEWER
LATERAL WITH PLUG PER CITY OF FONTANA STD. NO.
125.
4�-CONNECT TO EXISTING MANHOLE PER LOS ANGELES CO.
STD. NO. S- 13. (SEE DETLIL a" ou TMs s�-EE�T�
RIOT TO ,5CaLE
15T i tiG 10"pUTL�T
EXL&TIUC2 PRECAST
C-Q.-CEQTE M&1. HOLD
CORE CUT HMLE
max.) .
s
1p2op05E0 8" [ULET
5ECU RELY ;74S7E N
" D'x I ' 5Tu% I LITQ
mo= I-IOl V: WITH
C-=-ME7KJ-7 M02T'A2
"A5 -BUILT"
CITY OF FONTANA. CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY SEWER IMPROVEMENT PLANS SCALE 1"=40'
TRACT NO. � 1 4 74� 7
DESIGNED BY DATE
SEVILLE AVENUEf®�7,S-- a)/
CHECKED BY2so� DRW . # 2
APPROVED 206 3Y
S LCTINL CIT`e EklI31MEElZ Z.C.E. j1
90 -060 -