HomeMy WebLinkAbout5744-2I
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EXIST. 21" SEWER
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EXIST. 10" ABANDON IRR LINE
EXIST. 16" ABANDON WATER -
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CITY OF FONTANA R/W
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EXIST. 16" WATER
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DIAL WORKING
BEFORE V DAYS BEFORE a
YOU DIG YOU DIG
I TOLL FREE: 811 WWW.DIGALERT.ORG
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
BASIS OF L EARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF VALLEY BOULEVARD BEING NORTH 89` 43'
59" EAST ON PARCEL MAP 19511, P.M.B. 243/64-65
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CITY OF FONTANA R/W
PROP. R/W
0(" " DEDICATi—
_t ; PROP. SIDEWALK
SEE STREET IMPROVEMENTS
r' PROP. 36" SD LINE B
— — _ / _ SEE PRECISE GRADING PLANS _ _ _ _
-1IF PROP, 24" SD LINE E — — — — — —
SEE PRECISE GRADING PLANS
10+94.8 LINE E �,
CL MANHOLE #2 D59 w W
RIM=1072.07 N w N
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LINE E CALTRANS R/W
SEE HEREON D10 5
FOR PROFILE
TOP OF CHANNEL
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* NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
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BENCHMARK:
THE BENCHMARK FOR THIS CITY OF FONTANA
BENCHMARK NO. 322
NGVD29, ELEVATION=1104.49'
CHISELED "X" IN THE EAST END OF THE
SOUTHEAST CURB RETURN AT THE
INTERSECTION OF CITRUS AVE. AND HUNTER
STREET NO.
1 : i
10701
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Cr i 40 60
SCALE 1" = 20'
REVISION DESCRIPTION
DESCRIPTION
LINE B PROFILE
CALTRANS/
CITY OF FONTANA R/W
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EXIST. CALTRANS
FENCE C,
EXISTING GROUND'
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VMAX = 8.87 FPS LJ
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FINISHED SURFACE
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--�-PROP. 36" SD — — — — — -
LINE B, SEE PRECISE
GRADING PLAN
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INSTALL 78.7 LF
_ 30" ADS HD .';P-
11
ORM DRAWN CONSTRUCTION S
D� INSTALL 30" ADS HP STORM PIPE PER TRENCH INSTALLATION DETAIL ON SHEET 3
550 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. 3004
(WIDTH & V-DEPTH PER PLAN)
D� CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012
D59 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013
D 00 PROTECT IN PLACE (ITEM AS INDICATED ON PLAN)
D SAWCUT AND REMOVE EXISTING AC/AB AND REPLACE IN KIND AFTER
STORM DRAIN INSTALLATION, LIMITS AS INDICATED ON PLAN
fD� CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY OF FONTANA
STD. PLAN 3003 (CASE B), H=4" AND DETAIL ON SHEET 2
D1� CONSTRUCT PIPE TO CHANNEL CONNECTION PER DETAIL ON SHEET 3
D1� INSTALL ADS 30" HP DUAL WALL FABRICATED 45' BEND (3094APN)
D222 REMOVE EXISTING CURB AND GUTTER
D223 REMOVE AND REPLACE CURB AND GUTTER
D25 REMOVE AND CONSTRUCT CHAIN LINK FENCE PER CALTRANS 2018 STANDARD
PLAN A85, A85A AND A85B
D3� REMOVE EXISTING GROUTED RIP -RAP
12
CALTRANS' NOTES:
1. ALL WORKS WITHIN CALTRANS RIGHT-OF-WAY SHALL COMPLY WITH THE LATEST EDITION OF CALTRANS
HIGHWAY DESIGN MANUAL, 2018 CALTRANS STANDARD PLANS AND SPECIFICATION
- WHERE DAMAGE IS CAUSED BY THE CONTRACTOR'S OPERATION, THE CONTRACTOR SHALL, AT HIS OWN
EXPANSE, REPAIR OR REPLACE DAMAGE FACILITIES PROMPTLY IN ACCORDANCE WITH STATE SPECIFICATION
AND/ OR AS DIRECTED BY CALTRANS REPRESENTATIVE.
DATE I ENGR. 1 CITY I DATE
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED
FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE
WITH STANDARDS IN EFFECT.
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NO. 67512
EXPIRATION
6-30-2019
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LINE E PROFILE
CALTRANS/
CITY OF FONTANA R/W
PROP.
R/W
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R/W
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FENCE
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CHANNEL S=0.0030
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HYDRAULIC DATA
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OCITY F FONTANA
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INSTALL 90.69 LF
30" ADS HP PIPE
41080
FINISHED SURFACE
OVER CL PIPE
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PROP. 24" SD
LINE E, SEE PRECISE
GRADING PLAN
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COURSE DATA
❑
BEARING
DISTANCE
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N45`12'16"E
48.23'
2
N45"12'16"E
16.93'
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N89°47'44"E
66.44'
4
N45°12'16"E
63.12'
5
N89`47'44"E
33.55'
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SCALE. . 1" = 20'
PROFILE SCALE
II VERTICAL: 1 "= 4'
"RIZONTAL: 1 "=40'
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EL PC 18-000015
CALTRANS PERMIT No: 08-1 -f .`:
AF = v �
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Huitt-Zollars, Inc. Ontario DRAWN BY: SCALE:
3990 CONCOURS, #330 * ONTARIO, CALIFORNIA 91761 (909) 941-7799 R.P. AS SHOWN
DESIGNED BY: STORM DRAIN PLAN & PROFILE DATE:
PREPARED UNDER THE SUPERVISION OF: JOHNNY MURAD D.W. 10/2018
® CHECKED BY: APR ED P, DWG. NO.:
�0 6751 /6®30-19 ►o-►5-Is J M e /O �' ( /
5744
R.C.E.
EXPIRES DATE CITY ENGINEER R.C.E. 51152 DATE. I/