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SA" SEVAM ROAD LINE1 A
STORM DRAM GRAPHIC SCALE
SEE DWG NO. 2928 a_ 4
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35' 34' o m ow (0 ow
" " 44' w v r i a Q > �' a ROYAL CREST � ( IN �T )
LAT. G 22' 22' rn in °0 m v v w . I inch = 40 fL
PER DWG NO. 2928 to 11 J oo a > PLACE _ W
N77'02 31 E co 0> a <r- c' a v n o Z II
, , a o - w o ao 50' 23 0 _vi 3 . >
CL EXISTING 42" RCP III I Ih I ( + N r7 grrn 3, vi o 25 . 25' v w < 23 ao ao -_ 00
PER DWG. NO. 2928 (I I • 04 :Zw x _j N
II ,ri oil -� - m I-71 36 00 o w r > GABELS CREST -. w a f_
Cq Jin 00� M Qn II
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I II ( I r:::. :: (� I �z� Q �! I ~ PO ozcn a R/W
I PROPOSED WATER m
I I -=' - in o N89'S1'02"W zr , w 3 u<
10+00.00 STREET 'A"- I I III I I `' / '�•` I o_ -'1
., ---�52 --- 380.07 •r. i go --------- -
24+79.17 I 11 I i I ��>.:.. t�\\ 1 .�� X53---- - -- -------- ---- ;`. I .�3
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1360.08 FS III ( — _ _ — _ _..._... .�. .� ._..._..._' :.. _..._..._..._. _ _..._ _..._..._.
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10+ 19.83 BC 1 I I1 - o --S — — - - - - - - - - - - - - - - - - - - - - —
20 A M B N C --0--& — — - � — — — S— — — —
1 1 li 26 ' i = 21 * N N 25 M
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10+15.43 1 i..`` II II w
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1 .1JOIN EXISTING I I I w v v 0 v w Ln L PROPOSED 8" 11 0 6 w
42" RCP STUB 1 ( 3 II 0- 0_ w a o a z _ _ a_ SEE STREET IMPROVEMENT
I I I o Lu a 1 _ _ vi Q VCP SEWER � J _ v a PLANS FOR CATCH BASINS
1 i I m I v a m 1* ^ i0 _ 3 PER DWG. N0. 930 J a m N w -to AND LOCAL DEPRESSIONS
I 111 I i a s v - 1* � ,� z oo Q v a o
EXISTING I I I I I I I I00 N a m 2 J 3 °' N 5 0 m= 00 6 7 8 ~ co 0 a r m 10 w `n > 11 Z 11 CONSTRUCTION
z 1 - - w O -`1 4 - � M o� �3� a0_
WATER I I. I I# I i I 00 - `� z `n � w > N N I c� o o ,� r w co o N ao
o a � W C� � Po-. ~N- _ r �O o0 H m r� Oz + mIn+ b N�
22 22 0 o cv mm a ^ v m= w K)O)o � g to o o� ow co tea_— "t 00 m 611 11
23 44' m I m + o o ca Z + �i 3
34' 34' rn cx) N o J `o J M r` o J ~ ,* r0 o z m II II + +� Pn �n m (600 22 —
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SAN sEVA�NE ROAD 28 23 24 g BEARTREE STREET LINE A ;<-
A N
STORM DRAIN w r7
+In
%0_.m1__--E-DWG NO. 2928 Nto ro
CURVE DATA —__ .— .--__ , ..---
0
R
Q
L
T
A
91.00'
62'37'57"
99.48'
55.36'
B
310,768.60'
00'00' 13"
19.86'
9.93'
C
310,768.60'
00'01'00"
90.27'
45.13'
D
496.76'
02'40'04"
23.13'
11.57'
E
45.00'
44'42'03"
1 35.11'
1 18.50'
0
u
PLANS PREPARED FOR
14
..
tkildi rQSw0cQ Alert
,�
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
THE STRATHAM GROUP
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
J
C4* TOLL �f
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
2201 DUPONT DRIVE
Q
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
SUITE 300
11-=
REVISIONS TO THE PLANS TO BRING THEM INTO
IRVINE, CALIFORNIA 92612
CONFORMANCE WITH CONDITIONS AND STANDARDS
o
227-2®00
NO EFFECT.
(849)833-1554 FAX (949) 833-7853
0
0
I.
1M►0 M►OR" .DAYS BEFORE YOU DIG
@_INSTALL 42" RCP (1350-D) I&_REMOVE EXIST. 18" CMP AND CMP RISER
"
21 - -
INSTALL 36 PCP 1350 D 27
CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 321 1
22 INSTALL 24" RCP 1350-D 28 CONSTRUCTION JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 332-1
23 INSTALL 18" RCP (1350-D)
24 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 320-1
25 INSTALL 30" RCP (1350-D)
REVISIONS Engineer City
No. Approval Date: Approval
w 17-/H.owl
BENCHMARK I? ESS / oN
CALTRANS BENCHMARK N0. 8-17 ���°�oN, J. q< 1 ..f
BRASS CAP IN CONCRETE S.C.E. TOWER LEG. Q ?� 0343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN � No. 36052 z
SEVAINE RD., IN SOUTH CONCRETE BASE OF w nm,
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG °G Exp. _�u
HIGHLAND AVE. FROM SIERRA AVE. `l'� CIVIL 1Q
ELEVATION: 1428.6090 ATF OF C1F
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PROFILE
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LATERAL "G"
Pmpared By: CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING STORM DRAIN IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning Drawn By: Scale:
F 3 Siu WF TRACT NO. 16009 1"=40"
tam,mia 92335
(909) 356-1815 Fax (909) 358-1795 Designed By: BEARTWE Date:
n �� r awaid 41 - y, p Z— JR LS March, 2002
ay ,�
ymond J. Allard, A.C.E. 36052 Date Checked By: Approved. IP a,,i�4 o 2 I Dwg. No. 2
izc-I! DH I CITY ENGINEER R.C.E. 51152 1 3060 i 3
Filename: M:\DWG\12903\16009\STORM DRAIN\16009-SD--2,