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STORM DRAIN CURVE DATA
INDEX
DELTA
RADIUS
TANGENT
LENGTH
A
W21 '39"
22.501
4.04'
8.00 9
CONTRACTOR SHALL VERIFY
LOCATION AND ELEVATION
OF EXISTING UTILITIES
PRIOR TO CONSTRUCTION
STA. 10+69.12
END PIPE
968.57 INV.
STA. 10+61.22
END TRANS./BEGIN PIPE 968.49 INV.
STA 10+58.04 LINE 'A*=
STA 9+99.50 LAT"Al
/4\ A=35' B=30 STA. 10+04.49 C=4.22 BEGIN PIPE D=39" gRa nn I
STA 9+97.50 LINE STA 14+95.16 EX. 39" RCP
(967.86) INV
BEGIN PIPE
969.04 INV.
STA. 10+06.4
END PIPE
969.15 INV.
rA '�'��STAX.10�+46.�,g ANGLE POINI I i IN V. A 0 0 D
STA. 1 Ct34.73
END TRNS/BEG. RCB
968.09 IW.
STA. 10+30.73
END PIPE/BEG. rRANS.
968.08 INV.
STA. 10+26.73
B.C.
968.07 INV. r_�r
'P 6770AV
1,gV
6:70A17e- 125 7-0 I'=I-Z:I-- Z�'
/4\ INSTALL CONNECTION AND SQUASH BOX, STA. 14+95.16, 10/16/14
INSTALL 30m S.D. CONNECTION TO EX. 39' S.D., STA. 14+95.16, 04/16/14
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R.EVISE PER Cl- TY OF FOR JEr CHECK, DATED 813188
Ivo DESCRIP 710m REVISIONS
APPROVED BY
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.DATE
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A4
CONSTRUCT JUNCTION STRUCTURE PER S.P.P.W.C. STD. PLAN NO. 331-3.
Af eter5, 1101yes ar 1101-C171s, Irt-lqatIO17 45,la 5'holvn -shomn a/7
PUBLIC WORKS DEPARTMENT
FOR AZ ONLY:
duRUPA IN OU61K 1A1. PAU,
Awdh
CONSTRUCT STORM DRAIN MANHOLE PER S.P.P.W.C. STD. PLAN NO. 323-2.
'P Imprved 4gl2af lnlerlermq
Date-
Traced by:
No. 61178 m
A Oroved
p' ���ITY ENGI
4
705
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Exp: 06/30/017 zD
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CONSTRUCT 30"' R.C.P. D-1500.
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THI�-:]NE,5 ENGINE'ERING- INC.
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CONSTRUCT TRANSITION STRUCTURE PER S.P.P.W.C. STD. PLAN 342-2.
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1434'-9 TVRESTONE BLVD
NA IRADA CALIFORNIA 500S
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CONSTRUCT 5'X1' RCB PER LA.C.D.P.W. STD. PLAN 3053-0.
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CITY OF FONTANA,, CALIFORNIA
PUBLIC WORKS DEPARTMENT
Drawn by:
duRUPA IN OU61K 1A1. PAU,
Scale:
6TOKPA _�_VkAIN N'LAN5
Date-
Traced by:
Checked by:
A Oroved
p' ���ITY ENGI
Dr. No.:.
979
705