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TANGENT
A 500.00' 262924" 231.17'
117.69'
B 500.00' 274822" 199.02'
100.85'
c') c'DRAWN
3No. 36052 rrn
BY:
HMG
NAW AV
SCALE:
61 M
°L Exp. 6/30/16
DESIGNED BY:
STA 9OR19 TO STA 2OPWA
AS NOTED
DATE:
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CURVE TABLE
RADIUS DELTA LENGTH
TANGENT
A 500.00' 262924" 231.17'
117.69'
B 500.00' 274822" 199.02'
100.85'
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REVISION DESCRIPTION
DATE I ENGR. I DATE I CITY
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STORM DRAIN PER CITY
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OF FONTi4 DMWING IVO. 1FSED ON ,VDRMATION PROVIDED BY OTHERS. THE
et
. ._.,J—DE-TGN–PROFESSfON,4L HAS NOT VERIFIED THE ACCURACY
D/OR COMPLETENESS OF THIS INFORMATION AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS
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CONSTRUCTION NOTES
1 CONSTRUCT 8” EXTRA STRENGTH V.C.P. SEWER MAIN
2 CONSTRUCT 48” PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
3 CONSTRUCT 1 LF OF 8" EXTRA STRENGTH V.C.P. SEWER STUB OUT WITH PLUG
4 CONCRETE ENCASEMENT
SHOULD CONSTRUCTION OF REQUIRED
MOVEMENTS NOT COMMENCE WHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE QTY ENGINEER MAY
REQUIRE REVISIONS To THE nAM To
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
MANGO AVENUE
BASIS OF BMINQ
PREPARED FOR: THE BASIS OF BEARINGS FOR THS SURVEY IS THE
CALIFORNIA COORDINATE SYSTEM 83, ZONE 5, GRID
BEARING BETWEEN STATIONS AND "21262 AS
SAID STATIONS ARE PUBLISHED BY THE COUNTY OF
RIVERSIDE, I.E. NO6'36'0W
PACIFIC
INDUSTRIAL BENCH"K
ELEVATIONS SHOWN HEREON ARE BASED UPON CITY
6272 E. PACIFIC COAST HIGHWAY OF FONTANA BENCHMARK NUMBER 357 BEING A GLO
SUITE E CORNER AT THE INTERSECTION OF CITRUS AVENUE
LONG BEACH, CA 90803 AND BASELINE AVENUE.
ADAMW ELEVATOt MWMSL
S !7
("fu)
1 RMCh! : A FT.
THIS PLAN SET 9"RO 5 THE OIC" " SET DATED SEPT&&., 2OU
CITY OF FONTANA CAU NIA
Q�pFESS,0,
SEWER W" OVEWNT PIAN
c') c'DRAWN
3No. 36052 rrn
BY:
HMG
NAW AV
SCALE:
61 M
°L Exp. 6/30/16
DESIGNED BY:
STA 9OR19 TO STA 2OPWA
AS NOTED
DATE:
qTF C 1 V 1\- `�
RKA
CHECKED BY:
D
March, 2015
CAS\F
DATE. '��/�
DRAWING NO.: 2
RJA
CITY ENGINEER R. C. E. 51152
5161 4
FILENAME: I: PACIFIC
INDUSTRiAi \.qlFRRA
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