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1. ALL WORK SHALL BE DONE 11V ACCORDANCE' W17 -H THESE PLANS, AND THE
CITY OF FONrANA PUBLIC WORKS DEPARTMENT STANDARD
SPECIFICATIONS DATED 1975. w SANTA ANA AV
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WUCTION PER14ITS SHALL BE OBTAINED OM , * PUBLIC /C z Ld
E.C. 2. CONS 7 1 �FR7, 'FONTANA z
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6d NORKS DEPARTMENT fV PACIFIC TRANSPORT,
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43 Cd AiA FRAME AND, COVERS SHA, t C7W 6 OW
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w FINISHED PAVEMENT GRADE BY THE SEWER CONTRACTOR AND SHALL
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:The quantities noted are provided by the-ENGINEI�R soley as
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W, PAVING CONTRACTOR.* < Co
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"M H 4. WATER VALVES' COVERS SHALL BE' RAIS -TO' GRADE BY rHl� job. Quoiiflfies noted are provided for the convience of the
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A I - R Is hereby notIfle
PA VINO CON TRA c TOR. PEVELOPER on,ly. The CONTRACT01
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Xirprovi:de the DEVELOPER with a bid based on hl,s own dater- T. 'jzf A\ JURUPA AVENUE
5. A DEQUA TE STAKES SHALL BE SET BY THE ENGINEER* rO ENABLE
mination of quantities for a complete Job.
A= 120 50 19 THE, CONTRACTOR TO, CONsrRuc7- THE WORK 7-0 THE PLAN GRADES. co
R 200 0. THE CONTRACTOR SHALL CONTACT ALL SERVING UTILITIES COMPANIES No. 38
FOR LOCATIONS OF EXISTING UNDERGROUND LINES THAT MAY EXIS T
L 44.82 Ex .3-1-89
WHICH ARE NOT SHOWN ON THESE PLANS BEFORE THE START OF P LCI, NN"
T 22.50' VICINITY MAP
A At Y WORK.
OF CA
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-Buttr PLAN SHALL,'BE PROVIDED TO THE CITY B THE ONT C 5"
7, AS Y C R%&OR.
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TRENCH REPAIR SHALL BE PER CITY STD. 131
EXP 310111/Jo
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CONSTRUCTION NQT,,ES.* Q,UA,NTITI,E2- F SANDERSON A. SOC., INC PUB S DEPARTMENT
0.12 2068 L,.FSS TRUCT 8" V.C.P SUITE "H
9587 ARROW ROUTEI
RE ISION*. SCALE'.
28 L.F DRAWN BY
CONSTRUCT 6" V.C.P LATERAL SEWER PER STD. 125 RANCHO CUCAMONGA, CAL..
No. DE3CRIPT-10N ENGR DATE APPROYeEp DATE SEWtR IMPROVE MENI_ PLAN 40
N, 3 CONSTRUCT MANHOLE PER STD. 112 7 EA. A. B. HORVZ, I
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I V-4 4 0 (714) 9 80 1211 91730
I 11,LT11 F TRACT, Na`8554
INSTALL 8" V.C.P., BY JACKING AND STEEL ENCASEMENT DESIGN'D BY VERTO 4
B.W,- J.J.
I EA. Jc DAHILIA STR,EET
CONSTRUCT 8"V.C.P. STUB WITH PLLIG
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NOTE: REFERENCE DATE.
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SAN BERNARDINO tHECK D BY
04POO.OQ TG 10+00.00
CONSTRUCT CLEANOUT PER STD. 125, MODIFY TO 61
Y. R
COUNTY ROAD DEPT. DWG. NO. P-4-478
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PIPE SIZE I E A.
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0B N0. DRW.' NO. S 9T NIO
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FOR EXISTING STREET IMPROVEME'N if
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CONSTRUCT 8 CLASS 150 C_ 1. P 11 L.F — --------
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CIVIIL E N G IN E E R R. C. E. 40 USA- 5 Of
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