Embed Size (px)
Citation preview
2
GENERAL PLANS AND NOTES
REFERENCES
ABBREVIATION WORD OR WORDS
ABBREVIATIONSGENERAL NOTES
INDEX TO STANDARD PLANS
6008-1 MINIMUM PUBLIC SAFETY REQUIREMENT FOR OPEN EXCAVATIONS
3090-1 CRITERIA FOR THE DESIGN OF SHORING FOR EXCAVATIONS
3093-1 UNIFIED SOIL CLASSIFICATION SYSTEM
CALCULATIONS FOR SHORING EXCAVATIONS
3091-1 SAMPLE SHEET FOR USE AS A GUIDE IN PREPARING
UTILITIES
SPPWC
STD. PLAN
TITLE
LACDPW
TITLE
STD. PLAN
G-2
SANTA ANITA WASH CHANNEL DRAWING F186/187.
SANTA ANITA WASH SPREADING GROUNDS DRAWING 36-D246.
SANTA ANITA WASH SPREADING GROUNDS DRAWING 36-D215.
VERTICAL DATUM - USC & GS 1934 ADJ.4.
HORIZONTAL DATUM - CCS83 ZONE 5, EPOCH 20043.
Santa Anita-Debris Basin-Aerial Mapping-Surface.dtm2.
Santa Anita-Debris Basin-Aerial Mapping.dgn1.
ABBREVIATION WORD OR WORDS
REFERENCE SYMBOLS
3 32M-3 2M-2
DETAIL
DETAILC-302 C-302
A A
3S-5 3S-1
SECTION
13
5
SECTION IDENTIFICATION
SECTION LETTER
SECTION IS SHOWN
SHEET ON WHICH
SECTION IS CUT
SHEET ON WHICH
DETAIL IDENTIFICATION
DETAIL NUMBER
DETAIL IS CALLED-OUT
SHEET ON WHICH
DETAIL IS SHOWN
SHEET ON WHICH
STANDARD DETAIL IDENTIFICATION
DETAIL NUMBER
SHEETS, IN NUMERICAL ORDER
STANDARD DETAILS ARE LOCATED ON DISCIPLINE GENERAL
COORDINATES
CURVE DATA
MISCELLANEOUS
WATER SURFACE ELEVATIONWSE
WIDTHW
VERTICALVERT
TYPICALTYP
TOP OF WALLTOW
TOP OF CONCRETETOC
SEWERSWR
STANDARDSTD
STATIONSTA
STREETST
STAINLESS STEELSS
PUBLIC WORKS CONSTRUCTION
STANDARD SPECIFICATIONS FOR SSPWC
SPECIFICATIONSSPEC
SQUARE FOOTSF
STORM DRAINSD
SLOPES
REINFORCED CONCRETE PIPERCP
REINFORCED CONCRETERC
RIGHT OF WAYR/W
POINTPT
NOT TO SCALENTS
NORTHN
MINIMUMMIN
MANHOLEMH
MAXIMUMMAX
3080-3 PIPE BEDDING IN TRENCHES
6002-2 PORTABLE SECURITY FENCE FOR OPEN TRENCHES
.2
LINEAR FEETLF
DEPARTMENT OF PUBLIC WORKS
LOS ANGELES COUNTYLACDPW
LENGTHL
INVERTINV
INTERSECTIONINT
INSIDE FACEIF
INSIDE DIAMETERID
HORIZONTALHORIZ
HIGHHI
HEIGHTH
GROUNDGRD
GRADEGR
GRADE CHANGEGC
GRADE BREAKGB
FOORINGFTG
FEETFT
FINISHED SURFACEFS
FACE OF WALLFOW
FACE OF CONCRETEFOC
FLOW LINEFL
EXISTINGEXIST
EXCAVATIONEXC
EASEMENTESMT
ELECTRIC MOTER OPERATOREMO
EQUIPMENTEQUP
ELEVATIONEL
END OF CURVEEC
EACHEA
EASTE
DRAWINGDWG
DUCTILE IRON PIPEDIP
DIAMETERDIA
CUBIC YARDCY
CULVERTCULV
CONSTRUCT, CONSTRUCTIONCONST
CONCRETECONC
CORRUGATED METAL PIPECMP
CLERANCECLR
CHAIN LINK FENCECLF
CENTER LINE•
CUBIC FEET PER SECONDCFS
CUBIC FEETCF
BOTTOMBOT
BOTTOM OF PIPEBOP
BENCH MARKBM
BUILDINGBLDG
BOUNDARYBDRY
BEGIN CURVEBC
ASPHALTASPH
ASSOCIATION
AMERICAN PUBLIC WORKSAPWA
APPROXIMATELYAPPROX
ALUMINUMALUM
AMERICAN CONCRETE INSTITUTEACI
ASPHALT CONCRETEAC
ABBREVIATIONABBR
ABANDONEDABAND
ABANDONABAN
STEEL STEP635-3
30" MANHOLE FRAME AND COVER632-3
METAL HAND RAILINGS606-3
ABANDONMENT SEALS FOR MANHOLES AND INLETS381-2
CONCRETE COLLAR FOR RCP 12" THROUGH 72"380-4
TRASH RACK (INCLINED)361-2
TRANSITION STRUCTURE - PIPE TO PIPE340-2
MANHOLE - CONCRETE BOX STORM DRAIN323-2
CITY OF ARCADIASOCAL EDISON (TRANS)AT&T DISTRIBUTIONTHE GAS CO DISTRICT (9314)CITY OF MONROVIACOUNTY SAN DISTRICT OF LA COUNTYTHE GAS CO DISTRICT (8321)
WITHIN THE PROJECT LIMIT:THE FOLLOWING COMPANIES HAVE INDICATED THEY HAVE NO FACILITIES
CHAMPION BROADBAND (818) 470-4092TIME WARNERVERIZONTELEPHONE-
SOUTHERN CALIFORNIA EDISON (626) 303-8443POWER -
CITY OF SIERRA MADREMETROPOLITAN WATER DISTRICT (213) 217-6679WATER -
SHEET C-16 FOR LOCATION.
REMOVE INTERFERING PORTION OF EXIST FENCE AND REPLACE. SEE 18.
DEBRIS PER SPECIAL PROVISIONS SECTION D.
CONTRACTOR SHALL DISPOSE OF EXCESS SEDIMENT AND OTHER 17.
RCP PIPE SHALL HAVE A D-LOAD OF D-2000.16.
ENGINEER.
THEM FOR PROTECTION OF EXISTING TREES AS APPROVED BY
CONTRACTOR TO REMOVE INTERFERING BOULDERS AND RELOCATE
EXISTING BOULDERS ON SITE ARE NOT SHOWN ON PLANS. 15.
STRUCTURES.
SEE SHEET C-23 FOR DETAILS OF INTERBASIN/OVERFLOW 14.
STRUCTURES.
SEE SHEET C-22 FOR DETAILS OF CANAL AND TURNOUT 13.
MISCELLANEOUS PIPING PROFILES.
SEE SHEET C-20 AND C-21 FOR EASTSIDE INTAKE CANAL AND 12.
TABLES.
SEE SHEET C-10 AND C-11 FOR CURVE DATA AND COORDINATES 11.
STATE OF CALIFORNIA.
CONTRACTOR TO HAVE A VALID CLASS A LICENSE ISSUED BY THE
THE WORK SHOWN ON THESE PLANS REQUIRES THE PRIME 10.
NOTED.
DEPARTMENT OF PUBLIC WORKS FIELD BOOKS, UNLESS OTHERWISE
ALL FIELD BOOK REFERENCES ARE TO LOS ANGELES COUNTY 9.
STRUCTURAL NOTES WILL BE FOUND ON SHEET S-1. 8.
SHALL BE APPROVED BY THE AGENCY.
STRENGTH SHALL BE PROVIDED. THE PROPOSED MODIFICATION
BEDDING SHALL BE MODIFIED, AND/OR PIPE OF ADDITIONAL
THE "W" VALUE AT THE TOP OF THE PIPE IS EXCEEDED, THE
3080 FOR CASE III BEDDING, NOTES (a), (b), AND (c). IF
SHOWN. "W" VALUES SHALL BE AS SPECIFIED ON STANDARD PLAN
LACDPW STANDARD PLAN 3080, CASE III, UNLESS OTHERWISE
ALL PIPE IN OPEN TRENCH SHALL BE BEDDED ACCORDING THE 7.
OTHERWISE SHOWN.
PROFILES ARE AT THE INSIDE FACE OF THE CONDUIT, UNLESS
STATIONS AND INVERT ELEVATIONS OF PIPE INLETS SHOWN ON THE 6.
CONSTRUCTION.
CONSTRUCTION OR ON A LINE NORMAL TO CENTER LINE OF
STATIONS SHOWN ON THE PLANS ARE ALONG CENTER LINE OF 5.
OWNER.
SHALL BE TEMPORARILY SUPPORTED TO THE SATISFACTION OF THE
CONTRACTOR, UNLESS OTHERWISE NOTED, AND ALL UTILITIES
EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE 4.
OF THE AGENCIES LISTED ON THIS SHEET.
ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE THE PROPERTY 3.
CONSTRUCTION SHALL BE PROTECTED IN PLACE.
THOSE TREES NOT DESIGNATED AS INTERFERING WITH
EXISTING TREES SHALL BE REMOVED ONLY IF SO DESIGNATED. 2.
ADJUSTED PER SURVEY. SEE BENCHMARK DATA ON SHEET 3.
ELEVATIONS SHOWN ARE IN FEET BASED ON USC & GS, 1934 1.M.
DU
AR
TE
SANTA ANITA WASH
R.
BUI
FCC0000708DR
AF
TE
R
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
DESCRIPTIONDATE
REVISIONS
MK
PROJECT ENGINEER DATE JOB DWG SHEET OF
DE
SI
GN
ER
CH
EC
KE
RC
AD
D
PR
OJ
EC
T
FI
LE
NA
ME
RE
VI
EW
ED
BY
DA
TE
$TIME$$DATE$DATE. TIME. FILE. $FILEL$
PS-DF 12/10
EF11612163 36-D56
FC
C0000
70
8-
SA
SG.
dg
nM.
HU
CK
AB
Y
IMPROVEMENT PROJECT
SANTA ANITA SPREADING GROUNDS
58
SSEF
Exp. 12/31/2015
I
No.C 54613
O
ET
ST
A
VIC IL
OF CAL
D
TREGIS
ER
E
ORPI
O
R
F
NIA
GIN
EER
NE
ALN
RICHARD SILOS
770
447.42'
S21°37'30"W
636.20'
S23°28'58"E
EL=730.31'
E=6554893.23'
N=1882878.17'
LS 7848
1"IP W/PLASTIC PLUG
CP#106
725
640
645
645
V
V
V
650
650
650
650
V
655
655
655
655
655
655
VV
V
660
660
660
660
660
665
665
665
665
665
665
V
670
670
670
670
670
670
670
V
V V
675 675
675
675
675
675
675
V
V 680
680
680
680
680
680
680
685
685
685
685
685
685
685
VV
690
690
690
690
690
690
690
695
695 695
695
695
695
695
700
700
700
700
700
700
700
700
705
705
705
705
705
705
705
705
710
710
710
710
710
710
710
715
715
715
715
715
715
715
715
715
715
720
720
720
720
720
720
725
725
725
725
725
730
730
730
730
730
730
730
56554159.0
8
1883493.6
0
734.0
6
735
735
735
735
735
735
735735
735
740
740
740
740
740
740
740
740
740
740
740
745
745
745
745
745
745
745
750
750
750
750
750
750
750
750
750
VV
V
755
755
755
755
755
755
755
755
755
V
V
760
760
760
760
760
760
760
760
760
760
760
760
V
765
765
765
765
765
765
765
765
765
765
765
765
V
V V
770
770
770
770
770
770
770
770
770
775
775
775
775
775
780
780
780
780
780
785
785
785
785
790
790
790
790
790
795
795
Pt. LeroyB.M. 064-01146
2" F.C. Disc
FC 3129-129,133
S 82-52-84EL=795.70'
E=6555139.01'
N=1884390.04'
800
800
805
805
805
810
815
820
825
835
845
850
865
EL=795.70'
E=6555139.01'
N=1884390.04'
21/2" BRASS DISK "LEROY"
CP#158
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
2" F.C. Disc
EL=795.70'Pt. Leroy
FC 3129-129,133B.M. 064-01146
BENCHMARK:
THE BASIS OF BEARINGS FOR THIS DRAWING.
CP#106 1"IP W/PLASTIC PLUG LS 7848 IS USED AS
CP#158 2 1/2" BRASS DISK "LEROY" S09°14'01"W TO
BASIS OF BEARING:
EL=730.31'
E=6554893.23'
N=1882878.17'
LS 7848
1"IP W/PLASTIC PLUG
CP#106
SANTA ANITA SPREADING GROUNDS
SANTA ANITA WASH
BASIN 15
BASIN 14
BASIN 13
BASIN 12 EL=795.70'
E=6555139.01'
N=1884390.04'
21/2" BRASS DISK "LEROY"
CP#158
BASIN 11
BASIN 10
BASIN 7
BASIN 6
BASIN 5BASIN 9
BASIN 8
BASIN 2
BASIN 1
BASIN
DESILTING
CANAL
DESILTING
200 3000 100
1" = 100'
PLAN SCALE
SURVEY MAP
BASIN 4
BASIN 3
M.
DU
AR
TE
SANTA ANITA WASH
R.
BUI
FCC0000708DR
AF
TE
R
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
DESCRIPTIONDATE
REVISIONS
MK
PROJECT ENGINEER DATE JOB DWG SHEET OF
DE
SI
GN
ER
CH
EC
KE
RC
AD
D
PR
OJ
EC
T
FI
LE
NA
ME
RE
VI
EW
ED
BY
DA
TE
$TIME$$DATE$DATE. TIME. FILE. $FILEL$
PS-DF 12/10
EF11612163 36-D56
FC
C000
07
08-
SA
SG.
dg
nM.
HU
CK
AB
Y
IMPROVEMENT PROJECT
SANTA ANITA SPREADING GROUNDS
58
SSEF
Exp. 12/31/2015
I
No.C 54613
O
ET
ST
A
VIC IL
OF CAL
D
TREGIS
ER
E
ORPI
O
R
F
NIA
GIN
EER
NE
ALN
RICHARD SILOS
3
V-1
.3
770
447.42'
S21°37'30"W
636.20'
S23°28'58"E
EL=730.31'
E=6554893.23'
N=1882878.17'
LS 7848
1"IP W/PLASTIC PLUG
CP#106
PROPERTY LINE
PROPERTY LINE
EL=
771.6
7
SE
T 1"x2"
EL=
775.5
9
SE
T 1"x2"
EL=
774.1
2
SE
T 1"x2"
EL=
812.8
9'
SE
T 1"x2"
EL=
847.4
1'
FD 2"
WIT
NE
SS
PO
ST
EL=
872.4
0'
FD 2" IP
LA
CF
D
EL=
846.2
9'
SE
T 1"x2"
723.3
4'
DR
AIN
OU
TLE
T
53"
CM
P
726.2
4
DR
AIN
OU
TLE
T
731.1
2'
6"
DR
AIN
OU
LE
T
729.9
9'
DR
AIN
OU
TLE
T
729.7
6'
DR
AIN
OU
TLE
T
729.5
7'
DR
AIN
OU
LE
T
EL=
738.0
9'
DR
AIN
OU
TLE
T
GA
TE-
SL
UIC
E
735.1
5-
SD
MH
735.2
2-
SD
MH
710.1
4-
CM
P 12"-
CR
OW
N
711.8
2-
CM
P 7"-
CR
OW
N708.4
7-
CM
P 15"-
CR
OW
N
SD
VLT
743.0
4-
UM
H717.3
4-
BO
T
BO
X
722.5
0-
PIP
E-
CL
AY-
W=
6"
722.7
7-
PIP
E-
CL
AY-
W=
6"
723.0
6-
PIP
E-
PV
C-
3"
723.2
1-
PIP
E-
PV
C-
3"
725.0
2-
PIP
E-
PV
C-
3"-
EN
D
H 8-
10
675.1
0-
CM
P-
30"-
ST
DN
G
PIP
E
735.1
7-
CM
P-
30"-
ST
DN
G
PIP
E
750.1
1-
2 1/
2"
PIP
E
RIS
ER
WV
LT
9"
OA
K
14"
12"
6"
11"
12"
12"
21"
OA
K
24"
OA
K
6"
OA
K 5"-
8"
OA
K-
MU
LTI
12"
OA
K
6"
OA
K
8"-
12'"
OA
K-
MU
LTI
8"
OA
K
6"
OA
K
6"
OA
K
5"
OA
K-
#320
14"
OA
K-
#317
14"
OA
K-
#318
5"
OA
K
21"
OA
K
32"
SY
C
15"
OA
K
26"
SY
C
26"
SY
C
16"
SY
C
18"
OA
K
26"
SY
C
20"
SY
C
24"
SY
C
30"
SY
C
20"
OA
K18"
OA
K
10"
OA
K
10"
OA
K
693.4
3-IN
V-
15"
CM
P-
OU
T
749.6
8-IN
V-
7"
ME
TA
L-IN
746.1
2-IN
V-
7"
OU
T
723.4
8-IN
V-
30"
CM
P-
OU
T
668.6
8-IN
V-
36"
CM
P-IN
673.5
3-IN
V-
30"
CM
P-
OU
T
674.3
4-IN
V-
30"
CM
P-IN
678.8
1-IN
V-
30"
CM
P-
OU
T
679.2
0-IN
V-
30"
CM
P-IN
681.7
4-IN
V-
30"
CM
P-
OU
T
682.6
9-IN
V-
30"
CM
P-IN
749.6
8-IN
V-
7"
ME
TA
L-IN
746.1
2-IN
V-
7"
OU
T
745.2
6-IN
V-
28"
CM
P-
OU
T
730.8
3-IN
V-
24"
CM
P-
OU
T
695.3
4-IN
V695.2
9-IN
V
695.2
5-IN
V695.3
3-IN
V
693.6
2-IN
V-
SL
UIC
E-
BO
T
692.0
0-IN
V692.1
8-IN
V
692.0
7-IN
V
692.0
8-IN
V692.0
0-IN
V
692.0
3-IN
V688.3
4-IN
V
688.6
5-IN
V-
30"
CM
P-IN
684.8
3-IN
V-
30"
CM
P-
OU
T
692.8
6-IN
V-
15"
CM
P-
OU
T
693.5
5-IN
V-
30"
CM
P-IN
701.5
6-IN
V-
12"
CM
P
704.6
2-IN
V
700.4
5-IN
V-
12"
CM
P
702.0
6-IN
V-
12"
CM
P
699.6
7-IN
V-
4"
PV
C
702.6
3-IN
V-
18"
CM
P-
OU
T
726.1
4-IN
V-IN
723.4
8-IN
V-
30"
CM
P-
OU
T
732.3
3-IN
V-
24"
CM
P-
OU
T
736.6
5-IN
V-
18"
726.1
9-IN
V-
30"
CM
P
712.3
6-IN
V-
12"
CM
P-
OU
T
702.8
1-IN
V-
15"
CM
P-
OU
T
704.0
9-IN
V-
12"
CM
P-
SL
UIC
E-
BO
T
725.2
6-IN
V-
30"
CM
P725.6
6-IN
V-
30"
CM
P
722.3
8-IN
V-
12"
CM
P
721.3
7-IN
V-
CM
P
714.5
2-IN
V-
12"
CM
P-IN
712.8
4-IN
V-
16'
CM
P-
OU
T
713.0
1-IN
V-
12"
CM
P-IN
718.1
8-IN
V-
12"
CM
P713.2
4-IN
V-
CM
P
711.7
0-IN
V-
12"
CM
P
709.2
2-IN
V-
12"
CM
P-IN
707.0
9-IN
V-
15'
CM
P-
OU
T698.4
2-IN
V-
12"
CM
P
699.0
8-IN
V-
12"C
MP
688.7
7-IN
V-
12"
CM
P
689.0
8-IN
V-
12"C
MP
719.4
7-IN
V-
12"
CM
P
716.3
7-IN
V-
16"
CM
P
736.4
1-
CM
P-
48"
736.4
3-
CM
P
736.4
8-
CM
P-
48"
UV
LT
725
639.3
640
641.4
642.5
643.5
644.3
645
645
646.2
646.4
647.4
V
647.7
V
648.5
V
650
650
650
650
650.3
650.6
PO
OL
651.5
V
652.7
PO
OL
653.4
653.5
654.2
654.8
655
655
655
655
655
655
655.3
655.6
655.7
656.3
656.6
656.7
VV
657.2
V
657.5
657.5
657.6
657.9
658.3
658.3
658.4
659.2
659.4
659.6
660
660
660
660
660
660.7
661.1
661.4
661.6
662.2
662.6
663.5
663.5
663.5
663.7
663.8
664.6
665
665
665
665
665
665
665.3
665.5
665.6
V
666.2
666.4
666.4
667.5
667.6
668.4
668.4
668.6
669.3
669.5
PO
OL
669.7
670
670
670
670
670
670
670
670.6
671.3
V
PO
OL
672.7
673.3
673.4
673.6
V V
674.5
674.7
675
675
675
675
675
675
675
675.3
675.6
PO
OL
676.3
676.4
676.6
677.8
V
V
678.5
678.6
678.7
678.8
679.7
680
680
680
680
680
680
680
680.3
680.3
PO
OL
680.5
680.5
681.2
681.5
681.6
682.2
682.4
682.6
683.4
683.4
685
685
685
685
685
685
685
VV
685.4
685.5
685.7
PO
OL
686.4
686.4
686.5
686.6
686.7
687.2
PO
OL
687.7
688.2
688.4
689.3
690
690
690
690
690
690
690
690.2
PO
OL
690.3
690.4
691.4
691.4
692.2
692.3
692.3
PO
OL
693.4
693.5
693.6
693.6
693.7
694.6
695 695
695
695
695
695
695
695.3
695.3
695.5
PO
OL
696.4
696.4
696.5
697.3
697.5
698.4
698.4
698.4
698.6
699.3
700
700
700
700
700
700
700
700
700.1
700.2
700.3
700.6
701.4
702.6
702.6
PO
OL P
OO
L
703.4
703.4
703.5
704.1
705
705
705
705
705
705
705
705
705.3
705.5
705.5
705.6
706.4
706.4
707.5
707.6
708.3
708.5
708.6
708.7
709.2
709.6
710
710
710
710
710
710
710
710.3
710.4
710.4
710.8
711.2
711.3
711.5
711.5
711.6
711.6
712.4 713.3
713.4
713.6
714.4
714.4
714.5
714.7
715
715
715
715
715
715
715
715
715
715
715.0
715.5
716.2
716.6
717.5
PO
OL
718.3
718.5
719.2
719.2
719.5
719.6
720
720
720
720
720
720
PO
OL
721.3
721.3
PO
OL
723.2
723.3
723.5
724.3
724.5
725
725
725
725
725
725.1
725.4
726.2
726.4
726.7
727.0
727.4
728.3
728.5
728.5
728.5
728.5
729.5
729.8
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
SC
AT
TE
RE
D
BR
US
H
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
SD
EN
SE
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
SD
EN
SE
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
SC
AT
TE
RE
D
BR
US
H
SC
AT
TE
RE
D
BR
US
H
SC
AT
TE
RE
D
BR
US
H
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
SD
EN
SE
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
SDE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
SSC
AT
TE
RE
D
BR
US
H
SC
AT
TE
RE
D
BR
US
H
GR
OU
ND
NO
T
VISIB
LE
DE
NS
E
TR
EE
S
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
GR
OU
ND
NO
T
VISIB
LE
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
HIGHLAND OAKS DRIVE
HIGHLAND OAKS DRIVE
DE
NS
E
TR
EE
S
MIS
C.
730
730
730
730
730
730
730
731.4
731.4
732.3
732.8
733.5
733.6
56554159.0
8
1883493.6
0
734.0
6
734.2 7
35
735
735
735
735
735
735
735
735
735.5
735.7
736.3
736.9
737.4
737.9
738.5
738.7
738.7
738.9
739.1
739.3
739.5
739.5
740
740
740
740
740
740
740
740
740
740
740
740.2
740.5
741.3
741.4
741.5
742.4
742.7
745
745
745
745
745
745
745
745
745.4
746.6
748.6
750
750
750
750750
750
750
750
750
VV
752.2
V
755
755
755
755
755
755
755
755
755
755
755.1
755.7
PO
OL
V
V
756.4
756.7
757.6
758.5
758.6
759.3
759.5
759.7
759.8
760
760
760
760
760
760
760
760
760
760
760
760
760.8
PO
OL
PO
OLPO
OL
761.3
761.6
761.7
762.4
762.4
762.4
V
763.3
763.4
763.4
763.5
PO
OL
764.4
764.4
764.5
764.8
765
765
765
765
765
765
765
765
765
765
765
765
765.1
765.2
V
V
765.5
765.6
765.6
765.6
765.7
765.6
V
765.8
766.3
766.4
766.5
766.6
769.4
PO
OL
770
770
770
770
770
770
770
770
770
770.6
771.5
771.6
772.3
773.4
774.3
774.3
775
775
775
775
775
775.6
780
780
780
780
780
GR
OU
ND
NO
T
VISIB
LE
783.6
785
785
785
785
GR
OU
ND
NO
T
VISIB
LE
790
790
790
790
790
GR
OU
ND
NO
T
VISIB
LE
795
795
Pt. LeroyB.M. 064-01146
2" F.C. Disc
FC 3129-129,133
S 82-52-84EL=795.70'
E=6555139.01'
N=1884390.04'
800
800
805
805
805
PO
OL
PO
OL
810
PO
OL
815
820
825
DIR
T
PIL
E
DIR
T
PIL
E
DIR
T
PIL
E
835
845
850
TES
T PIT 12
TEST PIT 11
865
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
EL=795.70'
E=6555139.01'
N=1884390.04'
21/2" BRASS DISK "LEROY"
CP#158
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
84,6
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
81,6
00
Y1,8
81,8
00
Y1,8
82,0
00
Y1,8
82,2
00
Y1,8
82,4
00
Y1,8
82,6
00
Y1,8
82,8
00
Y1,8
83,0
00
Y1,8
83,2
00
Y1,8
83,4
00
Y1,8
83,6
00
Y1,8
83,8
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
X6,553,800
X6,554,000
X6,554,200
X6,554,400
X6,554,600
X6,554,800
X6,555,000
X6,555,200
X6,555,400
OA
KS P
LACE
EL
KIN
S
AV
EN
UE
HIG
HLA
ND O
AKS D
RIVE
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
767.2
C-9,C-19
AREA VIII
C-5,C-15
C-4,C-14
C-6,C-16,E-3
C-8,C-18
C-7,C-17
C-3,C-13,E-2
C-2,C-12,E-1
0+00
1+00
1+04
1+04
0+00
0+32
0+00
1+00
2+00
2+522+52
0+00
0+64
0+64
0+00
1+00
1+08
1+08
5+00
5+31
4+003
+00
2+00
1+08
1+00
266
+00
267
+00
268
+00
269
+00
270
+00
271
+00
272
+00
273
+00
274
+00
275
+00
276
+00
277
+00
278
+00
279
+00
280
+00
281
+00
282
+00
283
+00
284
+00
285
+00
286
+00
286
+10
0+
00
1+
00
2+
00
3+
00
4+
00
5+
00
6+
00
7+
00
8+
00
9+
00
10
+00
11+
00
12
+00
13
+00
14
+00 15
+00
16
+00
AREA IV
AREA III
AREA V
AREA II
AREA VIIBASIN 15
BASIN 14
BASIN 13
BASIN 12
AREA VI
AREA I
BASIN 11
BASIN 10
BASIN 7
BASIN 6
BASIN 5BASIN 9
BASIN 8
BASIN 2
BASIN 1
CANAL
DESILTING
KEY MAP
200 3000 100
1" = 100'
PLAN SCALE
BASIN 4
BASIN 3
BASIN
DESILTING
M.
DU
AR
TE
SANTA ANITA WASH
NOTES
R.
BUI
FCC0000708DR
AF
TE
R
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
DESCRIPTIONDATE
REVISIONS
MK
PROJECT ENGINEER DATE JOB DWG SHEET OF
DE
SI
GN
ER
CH
EC
KE
RC
AD
D
PR
OJ
EC
T
FI
LE
NA
ME
RE
VI
EW
ED
BY
DA
TE
$TIME$$DATE$DATE. TIME. FILE. $FILEL$
PS-DF 12/10
EF11612163 36-D56
FC
C000
07
08-
SA
SG.
dg
nM.
HU
CK
AB
Y
IMPROVEMENT PROJECT
SANTA ANITA SPREADING GROUNDS
58SEE SHEET S-8 FOR ALL RIP RAP DIMENSIONS.7.
IDENTIFIED FOR REMOVAL ON THE PLANS.
ALL TREES SHALL BE PROTECTED IN PLACE UNLESS SPECIFICALLY 6.
SEE SHEET C-23 FOR INTERBASIN/OVERFLOW STRUCTURES.5.
ASSOCIATED PIPING.
SEE SHEET C-22 FOR CANAL AND TURNOUT STRUCTURES AND 4.
SEE SHEET C-20 AND C-21 FOR PROFILES.3.
TABLES.
SEE SHEET C-10 AND C-11 FOR CURVE DATA AND COORDINATES 2.
SEE SHEET G-2 FOR GENERAL NOTES AND ABBREVIATIONS.1.
SSEF
Exp. 12/31/2015
I
No.C 54613
O
ET
ST
A
VIC IL
OF CAL
D
TREGIS
ER
E
ORPI
O
R
F
NIA
GIN
EER
NE
ALN
RICHARD SILOS
4
C-1
.4
770
EL=
738.0
9'
DR
AIN
OU
TLE
T
24"
OA
K
5"-
8"
OA
K-
MU
LTI
12"
OA
K
6"
OA
K
8"-
12'"
OA
K-
MU
LTI
8"
OA
K
21"
OA
K32" S
YC
15"
OA
K
26" S
YC
26" S
YC
16" S
YC
18"
OA
K
26" S
YC
20" S
YC
24" S
YC
30" S
YC
20"
OA
K
736.6
5-IN
V-
18"
736.4
3-
CM
P
736.4
8-
CM
P-
48"
UV
LT
DE
NS
E
TR
EES
SC
AT
TE
RE
D
BR
US
H
GR
OU
ND
NO
T
VISIB
LE
DE
NS
E
TR
EES
DE
NS
E
TR
EES
DE
NS
E
TR
EES
DE
NS
E
TR
EES
732.8
734.2
735
735.7
736.9
737.9
738.7
738.9
739.3
740
740
740.2
741.5
745
745
750
750
755
755
755
755.7
756.4
757.6
759.8
760
760
760
760
760.8
765
765
770
774.3
775
7808
00
Y1,8
84,6
00
Y1,8
84,2
00
Y1,8
84,4
00
Y1,8
84,0
00
Y1,8
84,2
00
Y1,8
84,4
00
X6,555,0
00
X6,554,8
00
X6,555,0
00
X6,554,8
00
X6,555,0
00
X6,554,8
00
X6,555,0
00
0
1" = 20'
PLAN SCALE
20 40 60
GRADINGLIMITS OF
BOT 735
WSE 738
CANAL
DESILTING
SPPWC STD 381-2
(3-FT LONG AT END) PER
PLACE. PLUG END W/ CONC
DIA CMP AND ABANDON IN
PORTION OF EXIST 24"
REMOVE INTERFERING
5+00
5+31
4+00
3+00
M.
DU
AR
TE
SANTA ANITA WASH
NOTES
R.
BUI
FCC0000708DR
AF
TE
R
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
DESCRIPTIONDATE
REVISIONS
MK
PROJECT ENGINEER DATE JOB DWG SHEET OF
DE
SI
GN
ER
CH
EC
KE
RC
AD
D
PR
OJ
EC
T
FI
LE
NA
ME
RE
VI
EW
ED
BY
DA
TE
$TIME$$DATE$DATE. TIME. FILE. $FILEL$
PS-DF 12/10
EF11612163 36-D56
FC
C000
07
08-
SA
SG.
dg
nM.
HU
CK
AB
Y
IMPROVEMENT PROJECT
SANTA ANITA SPREADING GROUNDS
58SEE SHEET S-8 FOR ALL RIP RAP DIMENSIONS.7.
IDENTIFIED FOR REMOVAL ON THE PLANS.
ALL TREES SHALL BE PROTECTED IN PLACE UNLESS SPECIFICALLY 6.
SEE SHEET C-23 FOR INTERBASIN/OVERFLOW STRUCTURES.5.
ASSOCIATED PIPING.
SEE SHEET C-22 FOR CANAL AND TURNOUT STRUCTURES AND 4.
SEE SHEET C-20 AND C-21 FOR PROFILES.3.
TABLES.
SEE SHEET C-10 AND C-11 FOR CURVE DATA AND COORDINATES 2.
SEE SHEET G-2 FOR GENERAL NOTES AND ABBREVIATIONS.1.
SSEF
Exp. 12/31/2015
I
No.C 54613
O
ET
ST
A
VIC IL
OF CAL
D
TREGIS
ER
E
ORPI
O
R
F
NIA
GIN
EER
NE
ALN
RICHARD SILOS
WITH RIPRAPOUTLET STRUCTURE
-
S-5
EXIST 48" DIA RCP
EXIST 4' X 4' RCBSHT C-10PER DETAIL C ON PROTECT OAK TREE
SANTA ANITA WASH
GRADINGLIMITS OF
C-2
-
EMO AND SLIDE GATE.
FURNISH AND INSTALL
REPAIR INVERT AND
EXIST DIVERSION BOX
15
AREA I
GRADING AND DRAINAGE PLAN
C-12
AREA VIII
AREA VII AREA VI AREA V
AREA IAREA IIAREA IIIAREA IV
KEY MAP
MA
TC
HLI
NE -
C-
13
.15
DESILTING CANALCENTERLINE
738
739SHT C-10
DETAIL C ON TREE PER PROTECT OAK
ON SHT C-10PER DETAIL C PROTECT TREE
736 737
737
738
740
740
740738
743
744
738
739
740
738
BOT 735WSE 738DESILTING CANAL
743
-
S-8C-2
-
1
C-21
WITH 42" DIA RCPREPLACE EXIST 18" DIA RCP
C-25
28
44"W X 44"H
MANUAL OPERATOR
DESCRIPTION LOCATION GATE TYPE GATE SIZE QTY.
CULVERT NO.1 DESILTING (CANAL TO BASIN) 738.00 734.00 740.00 3.25 SEATING 1 4 40 1670
CULVERT NO.2 BASIN 1 TO EAST CANAL 729.00 727.00 1.25 SEATING 1 4 40 1670
CULVERT NO.3 BASIN 2 TO BASIN 3 719.00 SEATING 1 4 40 1670
CULVERT NO.4 BASIN 3 TO BASIN 4 713.00 SEATING 1 4 40 1670
CULVERT NO.5 BASIN 4 TO BASIN 5 713.00 709.00 715.00 3.25 SEATING 1 4 40 1670
CULVERT NO.6 BASIN 5 TO BASIN 6 708.00 704.00 3.25 SEATING 1 4 40 1670
CULVERT NO.7 BASIN 6 TO BASIN 7 703.00 699.00
3.25 SEATING
1 4 40 1670
CULVERT NO.8 BASIN 7 TO BASIN 8 693.00 SEATING 1 4 40 1670
CULVERT NO.9 BASIN 8 TO BASIN 9 693.00 689.00 695.00 3.25 SEATING 1 4 40 1670
BASIN 9 TO BASIN 10 688.00 684.00 3.25 SEATING 1 4 40 1670
BASIN 10 TO BASIN 11 679.00 SEATING 1 4 40 1670
BASIN 11 TO BASIN 12 672.00 SEATING 1 4 40 1670
TURNOUT STRUCTURE WEST CANAL TO BASIN 2 724.14 722.00 0.89
TURNOUT STRUCTURE WEST CANAL TO BASIN 4 714.81 712.67 0.89
TURNOUT STRUCTURE WEST CANAL TO BASIN 6 705.70 703.67 0.78
TURNOUT STRUCTURE WEST CANAL TO BASIN 8 695.96 693.67 1.04
LOW FLOW DRAIN EAST CANAL TO BASIN 13 676.00 672.00 3.25 SEATING 1-1/4 1 4 40 1670
BASIN 15 TO SANTA ANITA WASH
STAINLESS STEEL SLIDE GATE 18"W X 18"H
656.00 653.00 2.25 SEATING 1-1/4 1 4 40 1670
GATES AND MANUAL OPERATORS SCHEDULE
HEAD (FT)MAX OPERATING
GUIDESMIN. STEM
INTERVAL (FT)STEM GUIDE
TORQUE (FT-LB)REQUIRED
RATING (LB)THRUST
EL (FT)HEADWALL
(FT)INV EL
(FT)MAX. WSE
(IN)STEM DIA
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE
STAINLESS STEEL SLIDE GATE 18"W X 18"H
18"W X 18"H
18"W X 18"H
18"W X 18"H
18"W X 18"H
18"W X 18"H
18"W X 18"H
18"W X 18"H
18"W X 18"H
18"W X 18"H
18"W X 18"H
18"W X 18"H
18"W X 18"H
30"W X 30"H
30"W X 30"H
30"W X 30"H
30"W X 30"H
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
3.25 SEATING
1-1/4
1-1/4
1-1/4
1-1/4
1-1/4
1-1/4
1-1/4
1-1/4
1-1/4
1-1/4
1-1/4
1-1/4
SEATING 1-1/4 1 4 40 1670
SEATING 1-1/4 1 4 40 1670
SEATING 1-1/4 1 4 40 1670
SEATING 1-1/4 1 4 40 1670
DESCRIPTION LOCATION GATE TYPE GATE SIZE QTY.
SEATING 1 4STAINLESS STEEL SLIDE GATE
HEAD (FT)MAX OPERATING
GUIDESMIN. STEM
INTERVAL (FT)STEM GUIDE
EL (FT)HEADWALL
(FT)INV EL
(FT)MAX. WSE
(IN)STEM DIA
1 1-1/4
GATES AND EMO SCHEDULE FOR JUNCTION BOX STRUCTUREEMO
OUTPUT (HP)MOTOR POWER
(FT-LB)OUTPUT TORQUE
(LB)THRUST RATING
3.25 8000550.1STRUCTURE
RUBBER DAM JUNCTION
SLIDE GATE SCHEDULES
731.00
719.00
710.00
705.00
699.00
690.00
685.00
680.00
676.50
.28
INTERBASIN STRUCTURE
CULVERT NO.11
CULVERT NO.10
CULVERT NO.12
DEBRIS BASIN TO SG AND WASH
722.00
717.00
697.00
683.00
678.00
724.00
658.00
718.67
728.00
709.67
699.67
2.25
3.25
3.25
3.25
5.25
745.00 739.93 749.17
M.
DU
AR
TE
SANTA ANITA WASH
R.
BUI
FCC0000708DR
AF
TE
R
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
DESCRIPTIONDATE
REVISIONS
MK
PROJECT ENGINEER DATE JOB DWG SHEET OF
DE
SI
GN
ER
CH
EC
KE
RC
AD
D
PR
OJ
EC
T
FI
LE
NA
ME
RE
VI
EW
ED
BY
DA
TE
$TIME$$DATE$DATE. TIME. FILE. $FILEL$
PS-DF 12/10
EF11612163 36-D56
FC
C0000
70
8-
SA
SG.
dg
nM.
HU
CK
AB
Y
IMPROVEMENT PROJECT
SANTA ANITA SPREADING GROUNDS
58
SSEF
Exp. 12/31/2015
I
No.C 54613
O
ET
ST
A
VIC IL
OF CAL
D
TREGIS
ER
E
ORPI
O
R
F
NIA
GIN
EER
NE
ALN
RICHARD SILOS
PLAN AND DETAILSDIVERSION BOX REHABILITATION
RCB
ENCLOSUREGATE CONTROL
FLOW
42" DIA RCP
EMBED IN INVERTAIR SUPPLY LINE,
@ Q = 20 CFSWSE = 742.31
INV EL 739.73
EXST JUNCTION BOX
SPILL EL 742.31
RUBBER DAM
FLOW
WITH RAISED GATE)
GATE PANEL (SHOWN
STAINLESS STEEL
RESTRAINING STRAP
REINFORCED RUBBER
COLLAPSABLE
JOIN
INFLATED)
(SHOWN FULLY
AIR BLADDER
CONNECTIONS
AIR BLADDER
PIPES EMBEDDED IN INVERT
STAINLESS STEEL AIR SUPPLY
JOIN
TO CONTROL SYSTEM
AIR SUPPLY PIPES
STAINLESS STEEL
WALL, SEE NOTE 2
FOR PIPES. ATTACH TO
STAINLESS STEEL COVER
OF JUNCTION BOX
EXST TOP SLAB
SURFACEINVERT LEVELM
AX
GA
TE
HEI
GH
T
NOTE 2
RIGHT WALLS. SEE
TYP FOR LEFT AND
ABUTMENT PLATE,
STAINLESS STEEL
3'-10"
13"
5"
4"
B
-
A
-
C
-
OR 224 MORTAR.IN PLACE. APPLY SIKA 223INVERT. PROTECT REBARREMOVE 4" OF DAMAGED
BLADDER CONNECTIONSPOCKET IN INVERT FOR AIR
RESTRAINING STRAPSPOCKET IN INVERT FOR
SYSTEM, SEE NOTE 4AIR SUPPLY LINES TO CONTROL
4'-0"
TO BE REMOVEDTO SANTA ANITA SGEXST 18" DIA RCP
2'-
7"
33
S-5
PLAN
SCALE: •"=1'-0"
SCALE: •"=1'-0"
SECTION C-C
SCALE: •"=1'-0"
SECTION D-D
SCALE: •"=1'-0"
SECTION E-E
PIPES FOR SENSORS
STAINLESS STEEL
TO SANTA ANITA WASH
EXST 4'HX4'W RCB
(EXIST) GRADE
EL 749.17
VA
RI
ES
8'-6"
TO
8'-
10•
"
VA
RI
ES 8'-6"
TO 8'-10•
"
SLIDE GATE
3'-8"W X 3'-8"H
EXIST 2'-0" X 3'-0" OPENING
2'-0"
INSTALLATION OF CONDUITS
LOCATIONS. GROUT AFTER
MANUFACTURER FOR SIZE AND
COORDINATE WITH
CORE DRILL CONCRETE.
INSTALLATION OF CONDUITS
LOCATIONS. GROUT AFTER
MANUFACTURER FOR SIZE AND
COORDINATE WITH
CORE DRILL CONCRETE.
CENTERLINE
ABOVE
3'-0" MANHOLE
EXIST 2'-0" X
223 OR 224 MORTAR. SEE NOTE 6.
PROTECT REBAR IN PLACE. APPLY SIKA
REMOVE 4" OF DAMAGED INVERT.
MANHOLE ABOVE
EXIST 4'-6" X 3'-0"
6"
4"
SCALE: •"=1'-0"
SECTION B-B
RUBBER DAM. SEE SECTION D-D
INVERT IN VICINITY OF
REMOVE AND REPLACE
INVERT. SEE SECTION D-D
NEW CONCRETE
PLATE
ABUTMENT
FACE OF
CONDUIT
4'-0" DIA
EXIST
TYP
INVERT
EXST
EL 740.44
RCP INV
EL 739.93
EXST INV
SCALE: •"=1'-0"
SECTION A-A
SEE SECTION E-E PORTION OF WALL.
INTERFERING RECONSTRUCT
REMOVE AND
42" DIA RCP
C
S-4
C
S-43'-8"W X 3'-8"H SLIDE GATE
#4@12" EW
#4@12" EW
#5@12" EW
6"
4"
18"
TYP
INVERT
EXST
(TYP)
JOIN
EMBED (TYP)
PROVIDE MIN 6"
DOWELS @ 12" OC,
#5 HILTI-HIT-200
PER DETAIL C ON SHEET S-3.
PROVIDE ADDITIONAL REINFORCEMENT AT OPENING
NOTE:
BOTH FACES
#4@12" EW
LOCATIONS)
(TYP OF 4
BOTH FACES
#5 CROSS BARS,
LOCATIONS)
(TYP OF 4
#5, BOTH FACES
EMBED (TYP)
PROVIDE MIN 6"
DOWELS @ 12" OC,
#5 HILTI-HIT-200
SEE SECTION E-E
INTERFERING PORTION OF WALL
REMOVE AND RECONSTRUCT
42" DIA RCP
WALL AND 42" RCP
RECONSTRUCT
EXST WALL AND
PORTION OF
SAWCUT & REMOVE
EXISTING DIVERSION STRUCTURE
STRUCTURE
DIVERSION
EXISTING
DIVERSION STRUCTURE
TOP OF EXISTING
DIVERSION STRUCTURE
BOT OF EXISTING
EL 739.93
EXST INV
5'-6"
12" 12"3'-6"
-
C-25
#4 @ 12" EA WAY
EXTENSION ALL AROUND ENCLOSURE.
RECOMMENDATION. PROVIDE 1'-0" SLAB
ENCLOSURE SIZING PER MANUFACTURER
LENGTH AND WIDTH PER GATE CONTROL
4" THICK CONCRETE PAD
.33
FEATUREACTIVATED MODUTRONIC MODULE, 4 RELAYS, AND OPTIONAL POSITION CONTROL AGENCY APPROVED EQUAL W/ LIMITORQUE MX MODEL OR
COOLER. SEE NOTE 3ENCLOSURE WITH GATE CONTROL
4'HX4'W RCB.
THE NEW RUBBER DAM, AND AS REQUIRED OF THE
AREA OF THE JUNCTION BOX, EXCLUDING THE AREA OF
LIMITS OF INVERT REPAIR SHALL BE THE FULL 6.
REVIEWED AND APPROVED BY THE ENGINEER.
SPECIFICALLY SHOWN ON THE PLANS, SHALL BE
ALL DETAILS, INLCUDING THOSE NOT 5.
ENGINEER.
BE DETERMINED IN THE FIELD WITH APPROVAL OF THE
LAYOUT OF THE AIR SUPPLY AND SENSOR PIPES, SHALL
THE LOCATION OF THE ENCLOSURE, AND THE FINAL 4.
ENGINEER.
EQUIPMENT COOLER SHALL BE APPROVED BY THE
REQUIRED DETAILS FOR THE ENCLOSURE INCLUDING
MOUNTED, NEMA 4, METAL CABINET. SIZE AND
THE GATE CONTROL ENCLOSURE SHALL BE A FLOOR 3.
THE ENGINEER.
ALL DETAILS SHALL BE REVIEWED AND APPROVED BY
DIMENSIONS AND ANCHORAGE FROM GATE MANUFACTURER.
ABUTMENT PLATES AND PIPE COVER, INCLUDING
CONTRACTOR SHALL OBTAIN DETAILS FOR THE 2.
MANUFACTURER.
CONTROLLING GATE DIMENSIONS FROM THE GATE
OF INVERT POCKETS, GATE ANCHORAGE, AND
FOR THE NEW INVERT, INCLUDING SIZE AND LOCATION
CONTRACTOR SHALL OBTAIN ADDITIONAL DETAILS 1.
NOTES:
M.
DU
AR
TE
SANTA ANITA WASH
R.
BUI
FCC0000708DR
AF
TE
R
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
DESCRIPTIONDATE
REVISIONS
MK
PROJECT ENGINEER DATE JOB DWG SHEET OF
DE
SI
GN
ER
CH
EC
KE
RC
AD
D
PR
OJ
EC
T
FI
LE
NA
ME
RE
VI
EW
ED
BY
DA
TE
$TIME$$DATE$DATE. TIME. FILE. $FILEL$
PS-DF 12/10
EF11612163 36-D56
FC
C000
07
08-
SA
SG.
dg
nM.
HU
CK
AB
Y
IMPROVEMENT PROJECT
SANTA ANITA SPREADING GROUNDS
58
SSEF
Exp.
No.
O
IE
T
ST
A
VIC IL
OF CAL
D
TREGIS
ER
E
ORPI
O
R
F
NIA
GIN
EER
NE
ALN
DAH-UEI YEE
C 61029
12-31-16
