HomeMy WebLinkAbout1368-5t
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CALL UNDER GROUND
SERVICE ALERT
48 HOURS BEFORE YOU DIG
1-800-422-4133.
PRIVATE ENGINEER'S NOTE TO CONTRACTORS:
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STEEL- WATEK�- I �� °) ;� i-- '/;! SEE PRO 6 W �G —
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SECTION " M - M II
HORFE - l"� 26) VERT": I" =G'
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 0
THESE- PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAW-ING-S. 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__N_OT- BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY, AND HOLD THE CITY. THE
nWNE. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THI-S---PROJECT, EXCEPTINCS FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
RIVERSIOE BLUL•'PttINT - RIVERSIDE, CALIF.
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BENCHMARK N0. 390
,4 �, ��� �.� 1 �, �� BONO IMUCT I ON NOTES :
0�� U / w �y / I U LE (J -j 2 CONSTRUCT 24" R . C . P . , D -LOAD t -75D 12- w 2aop
x �� • U v J V -1 V _.I` cP I 0 --1 lc1 I— �. F- u- O— AD
�'2 o W w F� IL �-• IL �' F- IL F- lL n° Q H tJi. �- Q ,.
tV ��LN r / Q ; / / r 0 t�'`9 �! 4 CONSTRUCT 36 R . C . P . , D -LOAD 1150,
►o, N Q — cp _. .9 / / N 6,9 \9 I)LDAO 2.000
tr r 6 m / / • m 00 cA Q 10 CONSTRUCT 72" R.C.P., D -LOAD 1550 1360
LL r S (� �9 t` .9 .9 cp r lit (� r tY,
J Z 3�g �� 1 / S -9
(�; ���•� m 4 N N — �S + D' 01 V 1 1 CONSTRUCT 75" R.C.P., D -LOAD 300o MIN ,
0. Q d' 2' Z > F-.
N \ V J /8 3� W Q m - 16
STD. No.
CATCH BASIN No. 3 PER L . A . C . F . C . D .
V Q_ CL �` J < U� i �g �a r N Q N 2 D163 (�ODI�I�D� .
Q N_ Q N i �/ 3 0 N `9 -1 Z: 16 CONSTRUCT LOCAL DEPRESSION PER L. A C
r�- tl` : O+ LY 00 2 Q STD. No. 2-D88. F.C.D.
EX• SOUTHERN FA�:IPIG��•�� �,�" �• �, EVILLE 01 u 4 >� z
+ 'I �I J O U� m Q �- = Q.: m �, 17 CONSTRUCT CONNECTION TOCATCHBASIN PER
RAILROAD lL - i
z�- m AVENUE V V Q .A.C.F.C.D. STD. No. 2 D224.
LbS AMIn EL ES COUNT,' � r F' V N 0 N 18 CONSTRUCT MANHOLE No. 2 PER L . A . C . F . C , D .
-muspo .-mTI u CDMMISSIDt�I 1u� p- ��- 01 K Q (P C� v STD. No . 2-D 184.
�' w►`s� NOTE: C. 8. NO. •S HAS \ + �p W 19 CONSTRUCT MANHOLE \E o. 4 PER L . A . C . F . C , D .
NOTE: CONTRACTOR SHALL ukp0)2 SEEN CONSTRUCTED ►_`O 11) d STD. No. ,
2-D113
ECT m
+pSUPPORTAND P�OTPER T2ACT 1474.7 + - 20 CONSTRUCT J NC lO
N\\STRUCTIRE NO.4 PERALL L1TIL.IT"(. AND SEWER o
L.A.C.F:C.D. DwC.,. No. ?�- D 1C)3.
LINES G[�OSSINUS
PK NAIL IN P.P. #1170851E NW COR.
ARROW -HIGHWAY AND OLEANDER AVENUE
ELEVATION: 1260.84 DATE: 9/67
BENCHMARK:
PK NAIL IN P.P. #1170859E NE COR.
ARROW HIGHWAY AND CITRUS AVENUE.
ELEVATION: 1254.82 DATE: 9/67
FUTUREF-
NO.
DESCRIPTION
ENG,
DATE
CA-rC H
I -s*
AdiJ�v NbT� 1r,11T411N I. At,•(C tZf W
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S•-12 -
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CONSTRUCT LOTEPAL- TO WITHIM
&--REMOVE
43
N
BRICK AUD kA3ZTAP_
CONSTRUCT STEEL PIPE o12"
PLUG z IUD CGNNECT PIPE- TO STUB
S-T•D. WALL, L= 2G.5 3.44%
�� CONSTRUCT 41311 e.C. P D -LOAD 2000.
4' DF CUlZPS, MELSUIZED DT IZIbHT
ANi, LE S TD CUPS FV-DMC/L PIPE (@
@—PLUG
AND ABANDON EXISTING
LtiF d
CMP
(W --CONSTRUCT BRICK AND MORTAR PLUG- PEI
PLUG
47
JUNCTION UR
NCTION STRUCTUE PER
CITY STD. I22 MOD. (SEE PAGE 2)
S. l3.C: F C,D. S�CT7. (:E:kP 17&,A.
REVISIONS:
NO.
DESCRIPTION
ENG,
DATE
APPROVED DATE
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Sierra Engineering CITY OF FONTANA► CALIFORNIA
jor..,i r,Ilk Icyr CIVIL ENGINEERS- LAND SURVEYORS- LAND PLANNERS
DATE:
C714) 799-8080
25864 BUSINESS CENTER DRIVE. SUITE 'F'
DRAWN BY
STORM DRAIN PLANS
SCALE 1"=40`
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