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CONSTRUCTION NOTES
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1 CONSTRUCT 42" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND
-�` BEDDING DETAIL ON SHEET 21.
CONSTRUCT MANHOLE PER DETAILS ON SHEET 22.
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CONSTRUCT DROP -INLET MANHOLE PER DETAILS ON SHEET 23
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CONSTRUCT WETLAND INLET STRUCTURE PER DETAILS ON SHEET 30.
+ 8 CONSTRUCT 18" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND
BEDDING DETAIL ON SHEET 21
s
12 DIA. PVCs 13 CONSTRUCT 24" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND
�� s'J• WETLANQ 7
Lt/ / q WETLAND 7 DRAIN Ir�_Nf BEDDING DETAIL ON SHEET 21.
594.98 ` �, `req a r BOT. EL. =1572.00 86.
N 14, 17 CONSTRUCT JUNCTION STRUCTURE PER DETAILS ON SHEET 25
E- 4 ,875.02 y (� / q o 0 1A 'p� Il I� t
34 on
o
638 z�r o� 31 CONSTRUCT LINE "G2" OUTLET PER DETAILS ON SHEET 19
• 6'p l �, op F-� .BASIN 10 �?
LATERAL TO MHAK'I4+$73.32 BOT.
NO. 38 BY OTHERS14.32 CONSTRUCT 20 L F . TRANSITION STRUCTURE FROM
825.50
`` c
rr rr
r as P I N=14, 871.2 TO S
Ems. 1 f , 800.5:
STA. 0+10.
18 TA. 0+30.18 LINE G2 PER DETAILS
3 8.
43 H
' 31 �� ' CONSTRUCT WETLAND DRAIN INLET PER DETAILS ON SHEET 31.
4 a� _
34
r - "G3" Z RCP nrnr _
1 35 CONSTRUCT 12" DIAMETER PVC WETLAND DRAIN.
w Iti s
CATCH BASINS AT SAG / . �i T l`z. `Nppa, '�
POINT IN "C" STREET 2 �� % '' ,o 1. IMITs QF r---- 38 CONSTRUCT BASIN INLET PER APWA STANDARD PLAN 351-0
• 03 ,-'� f of... GRAVED LAYER
ALIGNMENT BY OTHERS � Q `" 8 ,� R� - �yCASE 2 SUBSTITUTE PVC FOR RCP SHOWN AND SUBSTITUTE
STANDARD STEEL BAND FOR CONCRETE COLLAR SHOWN.
CONSTRUCT RCP TRANSITION STRUCTURE PER DETAILS
ON SHEET 26.
PLAN - BASIN 109 WETLAND 7
FAIRWAY 13
REVISIONS
APPROVAL I DATE I APPROVAL I DATE
QROEESSr
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- 10
xp. 06130/00
CURVE DATA
NO.
DELTA
LENGTH
TANGENT
RADIUS
4�?
17009'26"
26.95
13.58
90.00
®
31°27'35"
49.42
25.35
90.00
55°38'08"
43.70
23.74
45.00
BENCH MARK: NO. 615 IJAS I S OF bEAK I NGS :
THE BEARING OF N89.30'06"E ALONG THE
RAILROAD SPIKE AT INTERSECTION NORTH LINE OF SECTION 30, TOWNSHIP 1
OF CITRUS AVE. AND LOS CEDROS AVE. NORTH RANGE 5 HEST SAN BERNARDINO
IN POWER POLE NO. 9011E ON THE MERIDAN AS SHOWN ON RECORD SURVEY
EAST SIDE OF CITRUS AVE. FILED IN BOOK 58, PAGE 5 OF RECORDS OF
SURVEY WAS USED AS THE BASIS OF BEARING
(P �2 ELEVATION: 1467.59 FOR THIS MAP
1 V 1\ ��\P
JVI 111 I"I. I L I I LI'ILI-N Cyt rlJJUUrA I L>, II ll.
A DIV15ION OF THE KEITH COMPANIE5, INC.
EHGIHEERI/YG • MAHAGEMENT • PLAHHIHG
3151 Airway Avenue, 5uite Q-1, Costa Mesa, California 92626
oz1
"AS BUILT" DING. FEB. 2000
CITY OF FONTANA9 CALIFORNIA
112,,11iffill 1*1111-01
DRAWN BY: SIERRA LAKES SCALE:
SK INFILTRATION BASIN AND WATER DUALITY WETLAND
DESIGNED: STORM DRAIN SYSTEM H: 1" = 59'
V: 1 = 5
DDV PLAN AND PROFILE. LINES G1.G2&G3
CHECKED:- DATE:
MPV BASIN 109 WETLANDS 7 FEBRUARY, 1999
JOB NO. DWG. NO. SHEET NO.
APPROVED�G��'yt
)c000�r CITY ENGINEER R.C.E. 25126 2666 15 OF 31
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