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o C-)
It P,
PLAN BASIN 7,9 WETLANDS 11 & 12.
FAIRWAY 5
/5\ Is AS BUILT Is LOWERED INLET TO LINE is Z5 I . I
AIt AS BUILT is 12 It PVC WETLAND 11 DRAIN LOWER -
ED INLET DELETED APPROX- 150 L.F. NEW Co-
-NNECT10k TO LINE" Z5,61
11 -
A$ BUILT " WETLAND 11 BOTTOM EL. 1545.001
AS BU1rr'!- LINE "Z3" 42" DIA.
AS 13UILT-' LINE " W LOWEqED OUTLET ANb
4ND MOVED ALIGNMENT W'LY To'
&RgSL DATE I APFOVAL -1 DATE REVISIONS VA
F
JA 2/4/00
J.W. 2/4/00
J.W. 2/4/00
J. W. 2/4/00
J.W. 2/4/00
CONSTRUCTION NOTES
CONSTRUCT MANHOLE PER DETAILS ON SHEET 22.
CONSTRUCT DROP—INLET MANHOLE PER DETAILS ON SHEET 23
CONSTRUCT WETLAND INLET STRUCTURE PER DETAILS ON SHEET 30.
CONSTRUCT 18" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND
BEDDING DETAIL ON SHEET 21. CONSTRUCT REINFORCED CONCRETE OUTLET HEADWALL STRUCTURE PER DETAILS ON SHEET 29.
CONSTRUCT 36" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND
BEDDING DETAIL ON SHEET 21. CONSTRUCT 24" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND
BEDDING DETAIL ON SHEET 21.
CONSTRUCT JUNCTION STRUCTURE PER DETAILS ON SHEET 25
CONSTRUCT tINE "Z3' OUTLET PER DETAILS ON SHEET 19
CONSTRUCT WETLAND DRAIN INLET PER DETAILS ON SHEET 31.
CONSTRUCT 12" DIAMETER PVC WETLAND DRAIN.
CONSTRUCT CLEANOUT PER APWA STANDARD PLAN 204-0.
CONSTRUCT JUNCTION STRUCTURE PER APWA STANDARD PLAN 332-0.
CONSTRUCT 8'—O" WIDE CATCH BASIN PER APWA STANDARD PLAN
-7 ^ ^ A 1, I - A ^ // %
CURVE DATA
BUILT" DWG. FE113. 2000
_NO�-
DELTA
LENGTH
TANGENT
J�A�S
I FORN
I A
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CEDROS AVE.
22-50
2 6 0 1 2 ' 3 1
�8
25-78
45-00
24-29'55a
'10 6 - 9 0'---
54-28
250-00
NERIDAN AS SHOWN ON RECORD SURVEY
FILED IN SM 58, PAGE 5 OF RECORDS OF
64-71
39.
45-00
ELEVATION: 1467-59
15044'39m
24-73
12.44
PLAN BASIN 7,9 WETLANDS 11 & 12.
FAIRWAY 5
/5\ Is AS BUILT Is LOWERED INLET TO LINE is Z5 I . I
AIt AS BUILT is 12 It PVC WETLAND 11 DRAIN LOWER -
ED INLET DELETED APPROX- 150 L.F. NEW Co-
-NNECT10k TO LINE" Z5,61
11 -
A$ BUILT " WETLAND 11 BOTTOM EL. 1545.001
AS BU1rr'!- LINE "Z3" 42" DIA.
AS 13UILT-' LINE " W LOWEqED OUTLET ANb
4ND MOVED ALIGNMENT W'LY To'
&RgSL DATE I APFOVAL -1 DATE REVISIONS VA
F
JA 2/4/00
J.W. 2/4/00
J.W. 2/4/00
J. W. 2/4/00
J.W. 2/4/00
CONSTRUCTION NOTES
CONSTRUCT MANHOLE PER DETAILS ON SHEET 22.
CONSTRUCT DROP—INLET MANHOLE PER DETAILS ON SHEET 23
CONSTRUCT WETLAND INLET STRUCTURE PER DETAILS ON SHEET 30.
CONSTRUCT 18" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND
BEDDING DETAIL ON SHEET 21. CONSTRUCT REINFORCED CONCRETE OUTLET HEADWALL STRUCTURE PER DETAILS ON SHEET 29.
CONSTRUCT 36" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND
BEDDING DETAIL ON SHEET 21. CONSTRUCT 24" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND
BEDDING DETAIL ON SHEET 21.
CONSTRUCT JUNCTION STRUCTURE PER DETAILS ON SHEET 25
CONSTRUCT tINE "Z3' OUTLET PER DETAILS ON SHEET 19
CONSTRUCT WETLAND DRAIN INLET PER DETAILS ON SHEET 31.
CONSTRUCT 12" DIAMETER PVC WETLAND DRAIN.
CONSTRUCT CLEANOUT PER APWA STANDARD PLAN 204-0.
CONSTRUCT JUNCTION STRUCTURE PER APWA STANDARD PLAN 332-0.
CONSTRUCT 8'—O" WIDE CATCH BASIN PER APWA STANDARD PLAN
-7 ^ ^ A 1, I - A ^ // %
z:\server\dgn\o79-41sl\dgn\sdlC
AS
BUILT" DWG. FE113. 2000
BENCH MARK: NO. 615
BASIS OF BEARINGS**
THE BEARING OF N89'30'06NE ALONG THE
CITY
OF
FONTANA9 CAL
I FORN
I A
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CEDROS AVE.
NORTH LINE OF SECTION 30. TOWNSHIP 1
NORTH RANGE 5 WEST SAN BERNARDINO
IN POWER POLE NO. 9011E ON THE
EAST SIDE OF CITRUS AVE.
NERIDAN AS SHOWN ON RECORD SURVEY
FILED IN SM 58, PAGE 5 OF RECORDS OF
TRACT NO* 15908
ELEVATION: 1467-59
SURVEY WAS USED AS THE BASIS OF BEARING
FOR THIS MAP
DRAWN BY:
SK
SIERRA LAKES
INFILTRATION BASIN AND WATER QUALITY WETLAND
SCALE:
STUORM DRAIN SYSTEM
H: 1" 5
V: 1 5
DESIGNED:
DDV
PLAN, AND
PROFILE9 LINES Z29Z39Z4&Z5
W_
CHECKED:
MPV
BASIN 79 WETLANDS 11 12
DATE:
FEBRUARY9 1999
JOHN M. TETTEMER & A55OCIATE5, INC.
A DIV15ION Of THE KEITH COMPANIE5, INC.
JOB NO.
DWG -_NO-
SHEET NO.
MAHAGEMEHT - PLAHHIHG EHGIHEERIHG
3151 Airway Avenue, 5ulte Q-1, Co-5ta Me-sa, California 92626
APPROVED
19
2666
12 OF 31
jo:::;"
CITY ENGINEER R.C.E. 25126
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