HomeMy WebLinkAbout2666-14CURVE DATA
NO.
DELTA
LENGTH
TANGENT
RADIUS
24°46'51"
194.62
98.85
450.00
®
24017'18"
38.15
19.37
90.00
1 =6;;;;;� i
0 25 50 100
CONSTRUCTION NOTES
BOTwETLELAN537.Op + \
4 CONSTRUCT MANHOLE PER DETAILS ON SHEET 23
•` 5 CONSTRUCT DROP -INLET MANHOLE PER DETAILS ON SHEET 23
StP�, ,�" ♦ \ 6 CONSTRUCT WETLAND INLET STRUCTURE PER DETAILS ON SHEET 30.
CONSTRUCT 18" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND
• = Q� rya. �� �� /' BEDDING DETAIL ON SHEET 21.
CONSTRUCT 36" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND
BEDDING DETAIL ON SHEET 21.
CONSTRUCT LINE "132" OUTLET PER DETAILS ON SHEET 20
STA. i 3+87.86 � J_,> `
PI N= 13,529.46 ♦ os,` J ._--- ♦ �� /� 30 CONSTRUCT 20 L.F. TRANSITION STRUCTURE FROM
E_ 12,122-74 '�s 1 —
r�------�� STA. 0+17.35 TO STA. 0+37.35 LINE "132" PER DETAILS
\1+83-030f ON SHEET 28
Srq.
L INS
♦ �'
STA +58...1:3 I-jNE ,. ,, �
• /y 34 CONSTRUCT WETLAND DRAIN INLET PER DETAILS ON SHEET 31.
I !'545 ♦ \
CONSTRUCT 12" DIAMETER PVC WETLAND DRAIN.
o\ .\ 37 CONSTRUCT JUNCTION STRUCTURE PER APWA STANDARD PLAN 332-0.
t �8 N= 14.133.37
s_
2#70.00 L IN 'rA2 rr 1555
E 12, 832.77
!
! i5Q5
/ � N
! >
!
/PI N= 13.414.17
E= 12,329.12
!
% y 1550
060
/ O
4t x h
PLAN - BASIN 99 WETLAND 10
FAIRWAYS 2 & 3
REVISIONS
G.I NE "132 " — 36'� RCP..
APPROVAL I DATE I APPROVAL I DATE
PI N= 13,830.44
E= 12,819.78
QRpFESS/pN
D . V/4 A
0
o. 55 d
-� Xp.06/30/00
crlRl' C I V IV
F OF CA��o/
NOTE:
RCP TO BE MANUFACTURED TO PROVIDE 1.5" COVER OVER
REINFORCING STEEL AS MEASURED FROM THE INSIDE
SURFACE OF THE PIPE AND INSTALLED AT LOCATIONS
SHOWN ON THE PROFILE.
AS BUILT" DWG. FEB. 2000
BENCH MARK: N0. 615 BASIS OF BEARINGS:
THE BEARING OF N89.30'05"E ALONG THE CITY O FONTANA9 CAL I FORN I A
RAILROAD SPIKE AT INTERSECTION NORTH LINE OF SECTION 309 TOWNSHIP 1
OF CITRUS AVE. AND LOS CEDROS AVE. NORTH RANGE 5 WEST SAN BERNARDINO
IN POWER POLE NO. 9011E ON THE MERIDAN AS SHOWN ON RECORD SURVEY TRACT N0. 15908
EAST SIDE OF CITRUS AVE. FILED IN BOOK 58, PAGE 5 OF RECORDS OF
SURVEY WAS USED AS THE BASIS OF BEARING
ELEVATION: 1467.59 ' FOR THIS MAP I DRAWN BY: SIERRA LAKES - SCALE:
f
VJOHN M. TETTEMER & A550CIATE5, INC.
A DIV15ION OF THE KEITH COMPANIE5, INC.
EHGltlEERl[lG • MANAGEMEIfT • PLAtltlltlG
3151 Airway Avenue, 5ulte Q-1, Costa Mesa, California 92626
SK INFILTRATION BASIN AND WATER DUALITY WETLAND
DESIGNED: STORM DRAIN SYSTEM H: 1'' = 5Q'
DDV . PLAN AND PROFILE. LINES' B2. C2
CHECKED. DATE.
MPV BASIN .99 WETLAND 10 FEBRUARY, 1999
JOB NO. DWG. NO. SHEET NO.
APPROVED •C-•..Ja2-s.Gr.Q.C, z — 2666 14 OF 31
�� CITY ENGINEER R.C.E. 25126
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