Am01_Drawings_W912PL-15-B-0005.pdf
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- W912PL-15-B-0005
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Amendment 1 - Drawings. Changes to 12 sheets of drawings.
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INDEX TO CONTRACT DRAWINGS
TITLE SHEET NO.
CIVIL/GENERAL
STRUCTURAL
FILE NO. TITLE SHEET NO.FILE NO.
IN
D
E X
T O
C
N T
R A
D R
A W
IN
G S
226/312
226/313
226/314
226/315
226/316
226/317
226/318
226/319
226/320
226/322
226/321
226/327
226/324
226/325
226/326
226/328
J G R
T C
226/344
226/345
GENERAL STRUCTURAL NOTES AND DETAILS
JUNCTION STRUCTURE DETAILS AND TABULATION
TABULATION OF SIDE DRAINS
LANDWARD GRADING PLAN - STA. 77+00 TO STA. 72+00
LANDWARD GRADING PLAN - STA. 82+00 TO STA. 77+00
LANDWARD GRADING PLAN - STA. 87+00 TO STA. 82+00
LANDWARD GRADING PLAN - STA. 92+00 TO STA. 87+00
LANDWARD GRADING PLAN - STA. 62+00 TO STA. 59+00
LANDWARD GRADING PLAN - STA. 67+00 TO STA. 62+00
LANDWARD GRADING PLAN - STA. 72+00 TO STA. 67+00
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-18
C-19
C-20
C-21
C-22
C-23
C-24
C-25
C-26
C-27
C-28
C-29
C-30
C-31
C-32
C-33
C-34
C-35
C-36
C-37
C-38
C-39
C-40
C-41
C-126
C-125
C-124
C-123
C-122
C-121
C-120
C-119
C-118
C-117
C-116
C-115
C-114
C-113
C-112
C-111
C-110
C-109
C-108
C-107
C-106
C-105
C-104
C-103
C-102
C-101 226/240
226/333
226/251
PLAN AND PROFILE - STA. 102+00 TO STA. 100+00
PLAN AND PROFILE - STA. 100+00 TO STA. 89+00
PLAN AND PROFILE - STA. 89+00 TO STA. 78+00
PLAN AND PROFILE - STA. 78+00 TO STA. 67+00
PLAN AND PROFILE - STA. 67+00 TO STA. 59+00
CHANNEL TYPICAL SECTIONS
TYPICAL SOIL CEMENT CHANNEL SECTIONS AND POST AND CABLE FENCE DETAILS
CROSS SECTIONS - STA. 102+00 TO STA. 92+00
CROSS SECTIONS - STA. 92+00 TO STA. 82+00
CROSS SECTIONS - STA. 82+00 TO STA. 75+00
CROSS SECTIONS - STA. 74+00 TO STA. 65+00
CROSS SECTIONS - STA. 65+00 TO STA. 59+00
ACCESS UNDERCROSSING AT 1ST STREET - PLAN, PROFILE, AND DETAILS
MAIN STREET BRIDGE TIE-IN DETAILS
WEST ACCESS RAMP PLAN AND SECTIONS - STA. 90+20
C-0
226/330
226/331
226/334
226/247 T-8
T-7
T-6
T-5
T-4
T-3
T-2
T-1
226/336
C-65
C-66
226/329
226/332
LANDWARD GRADING PLAN
SINGLE & DOUBLE PIPE INLET & OUTLET ELEVATION AND DETAILS
CATCH BASIN DETAILS AND SECTION
226/336.1 M-1
MISCELLANEOUS
226/307 C-67
C-68
C-69
C-71
C-70SIDE DRAIN DATA TABLE - STA. 60+97 TO STA. 101+82
TYPICAL 24",30",36" RCP SIDE DRAIN AT RIPRAP SLOPE
TYPICAL 60",72" RCP SIDE DRAIN AT RIPRAP SLOPE
TYPICAL DOUBLE-PIPE RCP SIDE DRAIN
CATCH BASIN REINFORCEMENT SCHEDULE, PLAN AND SECTION
226/342
FRAME AND CRATING DETAILS FOR CATCH BASIN S-10
S-9
S-8
S-7
S-6
S-5
S-4
S-3
S-2
S-1
226/345.1
T-2
S H
E
F
C-13AHIGH PERFORMANCE TURF REIFORCEMENT MAT DETAILS
226/242
226/249
226/250
226/252
226/253
226/259
226/258
226/261A
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226/277
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NOT USED
NOT USED
NOT USED
NOT USED
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NOT USED
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NOT USED
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NOT USED
NOT USED
NOT USED
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NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
LANDWARD GRADING PLAN - STA. 97+00 TO STA. 92+00
LANDWARD GRADING PLAN - STA. 102+00 TO STA. 97+00
NOT USED
226/337
226/343END PROTECTION DETAILS
CONCRETE OVERFLOW, SETTLEMENT MONUMENT AND TURNAROUND DETAILS
NOT USED
PLAN AND PROFILE 15" SEWER LINE
R K
STAGING AREA, OPTIONAL DISPOSAL BASIN, & SITE ACCESS
ROW CONTROL POINTS STA. 102+00 TO STA. 59+00
NOT USED
GENERAL PLAN SHEETS LAYOUT AND SURVEY CONTROL
GENERAL NOTES, LEGEND, LIST OF ABBREVIATIONS AND UTILITY CONTACTS
INDEX TO CONTRACT DRAWINGS SHEET 2 OF 2
INDEX TO CONTRACT DRAWINGS SHEET 1 OF 2
PROJECT LOCATION AND VICINITY MAP
SINGLE PIPE SIDE DRAIN OUTLET STRUCTURAL DETAILS, WEST SIDE
DOUBLE PIPE SIDE DRAIN OUTLET STRUCTURAL DETAILS, WEST SIDE
SINGLE & DOUBLE PIPE SIDE DRAIN OUTLET STRUCTURAL DETAILS, EAST SIDE
TYPICAL 24",30",36",48",54",60",72" RCP SIDE DRAIN THROUGH SOIL CEMENT SLOPE, PLAN AND PROFILE
TYPICAL 48",54" RCP SIDE DRAIN THROUGH RIPRAP SLOPE , & ENERGY DISSIPATOR, PLAN AND PROFILE
226/241 REV_A
226/305 REV_A
226/306 REV_A
226/309 REV_A
226/244 REV_A
226/246 REV_A
226/263 REV_A
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226/289 REV_AA
A 226/282 REV_A
A
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226/335 REV_A
226/256 REV_AA
226/338
SAFETY PAYS
VALUE ENGINEERING PAYS
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IN HEIGHT. SEE SHEET T-8 FOR DETAILS.
AND CHERRY STREETS AND NO MORE THAN 10'
NO CLOSER THAN 100' FROM JEFFERSON
LIMIT OF PLACEMENT AREA WILL BE
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GENERAL NOTES:
1. CONTOUR INTERVAL IS 1.0 FT.
2. CONTRACTOR SHALL PROTECT ALL UTILITIES CROSSING OR PARALLELING THE
3. VERTICAL DATUM IS BASED ON NAVD 1988.
4. HORIZONTAL COORDINATES ARE BASED ON CALIFORNIA LAMBERT ZONE VI, US SURVEY FEET,
5. ALL DIMENSIONS ARE GIVEN IN FEET UNLESS OTHERWISE NOTED.
NAD 83, 2000.35 EPOCH
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6277109.31 Local Project Control Point
STATION NORTH EAST ELEV TYPE DESIGNATION PID
BILL 6313564.88 1650.95 CORS site Primary Project Control Point - Horizontal
SD 6 19 6295484.21 1014.96 brass cap Primary Project Control Point - Vertical
MUR 2001-100 2145348.38 6272649.49 1097.86 pk & tin Local Project Control Point
SD 6-23 6289062.53 1146.88 alum cap Local Project Control Point
T-32-81 6286033.84 1009.12 alum cap Local Project Control Point
T-58-81 6255995.63 1217.82 alum cap Local Project Control Point
1655.58 alum cap
T-88-81 6270313.65 1106.00 alum cap Local Project Control Point
T-89-81 6271493.27 1069.16 alum cap Local Project Control Point
6288716.73 1155.12 rod in well Local Project Control Point
MUR 2014-100 2146952.57 6266039.15 1096.79 rebar Local Project Control Point
CE 20508 6262132.53 1138.69 brass disc Local Project Control Point
T-81-81 2126356.30
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DESIGNED BY:
DRAW N BY:
CHECKED BY:
APPROVALSYMBOL DESCRIPTIONS
REVISIONSFILE NAME:
A B C D
A B C D
P lo t D a te
RIVERSIDE COUNTY, CALIFFORNIA
SANTA MARGARITA RIVER W ATERSHED,
MURRIETA CREEK - PHASE 2S
H
E E
T
S c a l e
SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
-M
A R
C H
-2
DATE
STA. 102+00 TO STA. 59+00
ROW CONTROL POINTS
C U
R V
E N
O R
T H
IN
G E
A S
T
IN
G R
A D I U
S
C
A 4/30/15CLEAR ONLY, MISC. COORDINATES AMT No.1
N
R
W
R
W
R
W R
W R
W
R
W R
W
R
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R
W R
W
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R /W
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C C
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.2
79+00
.9
.3
.8
.8
.7
.6
.6
.8
.0
.1
.4
STA. 107+00
STA. 102+00 END CONSTRUCTION
O N
L Y
C L
E A
R A
R
R
A
A
A A
A A
HH
.6
.0
.3
.0
R
R
R
R A
R
B R
C
A A A
A A A
R A
R B
R C
.7
.5
.7
.1
R.K.
A
A
A
A
A A
.5
.7
R
W
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R
W R
W R
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W R
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W R
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R /W
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R/W
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W R
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W R
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R
W
R
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R
W R
W
R/W
R
W
R
W
R
R
IG
H T
-O F
-W A
Y C
O O
R D
IN
A
T E
P O
IN
T
S
R
IG
H T
-O F
W A
Y C
U R
V E
D A
T A
I
N
F
T
P L
A N
S T
A. 5 9+0
AT
H
LIN
E B
EG
IN
P
H
AS
E 2
R
R
R
R
R
R
R 3R
R
R
R
R
R
R
R
R
R
R
A S
S H
O W
N
J.G.R.
T.C.
S.H.V.
R /W
R /W
T7.DGN
C
C
C
C
R
T
C
C
C
.2
.9
. 8
CONSTRUCTION NOTES:
100+00
REFERENCE NOTE:
SEE SHEETS C70.
FOR SIDE DRAINS INFORMATION, 2.
FOR CROSS SECTIONS, SEE SHEET C27.1.
ELEV. 984.14
E 6,285,750
N
,1 ,2
E 6,286,000
S
A
IN
S
A
IN
S T
A
.1
P
S
A
IN
S T
A
.7
E L
.6
ELEV. 1005.4
N
,1 ,0
N
,1 ,2
0 E 6,286,250
N
,1 ,7
N 6286055.43
S T
A
.7
S
A
IN
S
A
IN
C H
A N
N
A N
S
IT
IO
N E
T T
O M
S T
A
S T
A
S
A
IN
S T
A
.1
S T
A
E
L T I-
P U
R P
O S
E T
R A
IL
E 6 285 891.14
CREEK CHANNEL N 2 126 332.14
STA 107+76.17 C MURRIETA
CALIFORNIA ROAD
STA 89+12.44 C RANCHO
SECTION
MAINTAINED CHANNEL
BERM 17
N.I.C.
92.8141
110.6308
199.9672
179.3922
99.1219
R33
E 6,2
,25
E 6,2
,00
E 6,2
,75
N
,1 ,5
R/W
R
W
R/WR/WR/WR/W
R/W
R/WR/W
E 6,2
,25
E 6,2
,00
E 6,2
,75
N
,1 ,5
P
IP
E
T A
A
R U
B S
P
IP
E
DIAZ ROAD
R A
N C
H O
C A
L
IF
O R
N
IA
STREET
CREEK
E 6,2
,25
E 6,2
,00
E 6,2
,75
T a ll G r a s s h r u b s
W A
L L
WALL
C O
N C
A S
P H
+0
+0
+0
+0
+0
+0
+0
+0
+0
1+
P
IS
ta
+6
.7
C
104+00111+00 110+00 109+00 108+00 107+00 106+00 105+00 103+00 102+00 101+00
ELEV. 981.94
E 6,286,000
N
,1 ,7
N
,1 ,5
1 PROTECTION. SEE SHEET C13 FOR TYPICAL DETAILS.
CONSTRUCT CHANNEL SECTION WITH RIPRAP SLOPE
.5
SEE L SHEETS.
INSTALL TOP OF BANK LANDSCAPING,
INSTALL CHANNEL REVEGETATION, SEE SHEET LCR-1.
CONSTRUCT DROP INLET, SEE SHEET S6 AND S7.
SEE SHEETS C65-C69 FOR DETAILS.
CONSTRUCT SIDE DRAIN FEATURE,
SEE SHEET C13-C14.
SURFACING ON WEST SIDE, ASPHALT PAVING ON EAST SIDE,
CONSTRUCT MAINTENANCE ROAD-DECOMPOSED GRANITE
VARIES VARIES
162' TO 121'
2%2%
C CHANNELL
65' TO 48'
RIPRAP
TOP OF
+0
17 TEMPORARY BERM
BERM 17
992.2
20 END PROTECTION, SEE SHEET C34 FOR DETAILS.
A /3
/1
R .K
CLEAR ONLY
S T
A . 1 +0
A
R E
M O
V E
D S
ID
E D
R A
IN
A
M T N
O .1
R E
V T .C .E A
N 6286055.43
ONLY
CLEAR
ONLY
CLEAR
+0
1+
+0
R/W
R/W
R
W
R/WR/W
R/W
R/WR/W
S T
A
102+68.78
R=
L=
T=
PI. STATION
5,000'
841.22'
421.61'
9°38'23"
CHANNEL C CURVE DATA.L
N.I.C.
BERM 17
S T
A
T
IN
E
(P.I.P.)
IRRIGATION SYSTEM.
EXISTING TRAIL AND
EAST DITCH C
L
L
L
H :1
V
(P.I.P)
BOX CULVERT
VERT. SCALE: 1IN. = 5FT.
HORIZ. SCALE: 1IN. = 50FT.
H :1
V
H :1
V
FLOW
SLOPE
TOP OF WEST
H :1
V
H :1
V
H :1
V
H :1
V
PROFILE
050 25 50
SCALE: 1''= 50'
100FT
GRAPHIC SCALE
SCALE: 1IN. = 50FT.
S T
A
T
E
TOP OF EAST/WEST SLOPE
SLOPE
TOP OF EAST
PLAN
WEST MAINTENANCE ROAD (D.G.)
EAST MAINTENANCE ROAD (ASPHALT)
END PROTECTION
S T
A
A
P L
O F
IL
E
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N
D R
A
C H
E C
K
A P
P R
O V
A L
S Y
M B
O L
D E
S C
R
IP
T
IO
N S
R E
V
IS
IO
N S
F
M E
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A
B
C
D
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B
C
D
Plot Date:
R
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U N
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C A
L
IF
F O
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S A
N
R G
A R
T E
R S
H E
D
M U
R R
IE
E E
K
P
H A
S E
SHEET
Scale:
S U
B M
IT
T
D
IS
T R
C H
IE
F
D E
S
A N
C H
A R
T H
J
U N
G P
E
C O
R
G
IN
E E
R S
L
G E
L E
S
U .S
A R
G
IN
E
T R
IC
T
S P
E C
N O
W
P L
B
31-MARCH-2015
D A
T E
AS SHOWN
R .H .K
J .G .R
J .G .R
C-8
C
R e v
A .D
G N
R e v
A
R C
P E
L
.0
R C
P
.1
C H
A N
N
T H
P
P E
L
.6
INVERT
CHANNEL
INVERT
CHANNEL
C H
A N
N
A N
S
IT
IO
N B
E
T T
O M
RIPRAP
TOE OF
E 2125849.97E 2125849.97CHANNEL C
P
RIPRAP
TOP OF
RIPRAP
TOE OF
P
B E
D E
R P
A S
S
B E
D E
R P
A S
S
E
D E
R P
A S
S
.3
S T
A
.6
S
A
IN
S T
A
.6
S
A
IN
S T
A
.2
S T
A
.2
R C
P E
L
.1
R C
P
S T
A
.5
C B
L
CB
S
A
IN
S T
A
.5
P E
L
.9
S
A
IN
D R
O P
IN
L E
T
RIPARIAN CORRIDOR
T.R.M.
T.R.M.
RIPRAP
TOP OF
RIPRAP
TOP OF
RIPRAP
TOP OF
15" RIPRAP BANK PROTECTION
ELEV. 1007.94
ELEV. 1007.54
R A
N C
L
IF
O R
IA
S T
A
.1
C L
EL. 987
4-04
RIPRAP
TOP OF
RIPRAP
TOP OF
S T
A
.5
A
A
B B
TYPICAL CROSS SECTION
R/WR/W
INVERT
DESIGN
OVER RIPRAP
LANDSCAPE FILL
8'
5'
227.5' TO 169'
VARIES
15" RIPRAP
TOP OF
T.R.M.
SECTION
MAINTAINED
CORRIDOR
RIPARIAN
BERM
N.T.S.
4 CONSTRUCTED BY OTHERS
PROTECT IN PLACE, SEE L SHEETS.
(IRRIGATION SYSTEM, TRAILS, PLANTINGS)
EXISTING LANDSCAPE IMPROVEMENTS
LEGEND
PROTECT IN PLACE2
ROAD
15' MAINT.
ELEV. 1004.9
ELEV. 1003.8
RANCHO CALIFORNIA
WEST UNDERPASS
RANCHO CALIFORNIA
EAST UNDERPASS
S=0.0020
S T
A
.5
S T
A
.9
S = 0.0020
EL. 1009.14
EL. 989.14
TOE OF RIPRAP
E A
D E
R P
A S
S B
E
N C
L
IF
W E
D E
R P
A S
S B
E
N C
L
IF
TOP OF RIPRAP
S T
A
S T
A
W E
A N
S
IT
IO
N B
E
IP
R
E A
A N
S
IT
IO
N B
E
R
EXISTING GROUND @ CL
VEL. 5.76
VEL. 5.57
DESIGN INVERT
ELEV. 1003.4
EL. 1006.94
EL. 986.94
TOP OF RIPRAP
VEL. 5.90
S T
A
ENCASE. 36" PIPE (P.I.P)
TOP OF CONCRETE
S T
A
.5
S T
A
.9
1014 1014
EL. 987.7
S T
A +0
E L
E V
A T
IO
N
E L
E V
A T
IO
VERT. SCALE: 1IN. = 10FT.
HORIZ. SCALE: 1IN. = 50FT.
PROFILE
SCALE: 1IN. = 50FT.
PLAN
A
A B
C
B C
EXC.
CHAN
EXC.
CHAN
EXC.
CHAN
9+00 10+00 11+00 12+00 13+00 14+00
15' 15'
12'
SEWER LINE AT CENTERLINE
SECTION B-B
SCALE: 1IN. = 10FT.
10101010
10101010
10101010
10101010
10101010
10101010
SECTION A-A
SCALE: 1IN. = 10FT.
SECTION C-C
SCALE: 1IN. = 10FT.
EROSION INDICATOR
Sta 70+00 Sta 70+00
EROSION INDICATOR
WALL
AS
P
H
1ST S
TREET
70' 35' 35'
1ST STREET
MH. NO. 2
STA 10+00
STA 12+92.77
SOIL CEMENT
GROUND
APPROX. EXIST.
15" SEWER LINE
CASING
30" DIA STEEL
EXC.
CHAN
STRUCTURAL
COMPACTED FILL,
C CHANNELL
(TYP.)
LINE
GRADE
EXC.
LINE
GRADE
EXC.
R/W
15" SEWER LINE
DIA. STEEL CASING
ENCASED IN 30"
TOP
SOIL CEMENT
TOE
SOIL CEMENT
15" SEWER LINE
DIA. STEEL CASING
ENCASED IN 30"
GROUND
APPROX. EXIST.
GROUND
APPROX. EXIST.
15" SEWER LINE
DIA. STEEL CASING
ENCASED IN 30"
TOE
SOIL CEMENT
TOP
SOIL CEMENT
GROUND
APPROX. EXIST.
A
NOTES:
0 10 10 20FT
SCALE: 1''= 10'
0 50 50 100FT
SCALE: 1''= 50'
/3
/1
R .K
30'
15'
30'
30'
SEWER EASMENT
PROPOSED EMWD
MH. NO. 3
OVER EXISTING SEWERLINE. REFERENCE SPECIFICATIONS SECTION: 03 25 00 AND 31 00 00.
3. CONTRACTOR SHALL COMPLY WITH SOIL CEMENT CONSTRUCTION RESTRICTIONS
CONTRACTOR SHALL SUBMIT PROTECTION PLAN FOR REVIEW AND APPROVAL.
2. PIPELINE IS OWNED BY EMWD, POC IS ARMANDO ARROYO 951.928.3777.
1. CONTRACTOR SHALL PROTECT EXISTING SEWERLINE AND CASING IN PLACE.
R
W
R
W
R/W
67+00
68+00
69+00
70+00
AS
P
H
C C
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N
D R
A
C H
E C
K
A P
P R
O V
A L
S Y
M B
O L
D E
S C
R
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N S
R E
V
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Plot Date:
R
IV
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U N
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C A
L
IF
F O
R N
IA
S A
N
R G
A R
T E
R S
H E
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P
H A
S E
SHEET
Scale:
S U
B M
IT
T
D
IS
T R
C H
IE
F
D E
S
A N
C H
A R
T H
J
U N
G P
E
C O
R
G
IN
E E
R S
L
G E
L E
S
U .S
A R
G
IN
E
T R
IC
T
S P
E C
N O
W
P L
B
31-MARCH-2015
D A
T E
C .D
G N
F L
O W
AS SHOWN
C-15
N
SLOPE
TOP OF WEST
J .G .R
J .G .R
S
E W
E R .K
A
C
R e v
A .D
G N
R e v
A
A A
A
A
A D
D E
D D
E T
A
IL
S
A
M T N o .1
P L
A N
P R
O F
O
C T
IO
N S
A
A
CB
C B
.7
C B
STA 68+11.43 C CHANNEL
30" STEEL ENCASING
15" SEWER LINE IN
L
F
IR
. B
R
ID
D E
R P
A S
S
F ELEV. 972.71L
F ELEV. 969.35L
DESIGN INVERT
RIM ELEV. 1007.5
RIM ELEV. 1002.86
S=0.0023
C MH. NO. 1
L
C MH. NO. 2
L
TOP OF STEEL CASING
EL. 976.32 EL. 974.56
SOIL CEMENT
EL. 976.32
EL. 981.32
EL. 972.73
FLOW
EL. 981.32
DESIGN INVERT
EL. 976.32
EL. 976.32
EL. +972.7-
-EL. +974.56
EL. +973.65
MH. NO. 1
R
I P
R A
P
' N
O T
C H
E L
E V
E L
E V
A S
S H
O W
N
END PROTECTION DETAILS
A BERM ENDS AT PROTECTION AMT No.1
282RevA
S A
F E
T Y
P A
Y S
V A
L U
E E
N G
IN
E
E R
IN
G
P A
Y S
DESIGNED BY:
DRAW N BY:
CHECKED BY:
APPROVALSYMBOL DESCRIPTIONS
REVISIONSFILE NAME:
A B C D
A B C D
P lo t D a te
RIVERSIDE COUNTY, CALIFFORNIA
SANTA MARGARITA RIVER W ATERSHED,
MURRIETA CREEK - PHASE 2S
H
E E
T
S c a l e
SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
-M
A R
C H
-2
DATE
DIRT
F R
O N T
M U
R R I E T
A
102+00
100+00
R.K.4/30/15
A
R
W
R
W
100+00
101+00
102+00
DIRT
M
IS
C . F
IL
L
B
E D
D
IN
G S
T O
N E
R
I P
R A
P
G E
O T
E X
T
IL
E F
A B
R
IC
R
I P
R A
P
R
I P
R A
P
M
IS
C .F
IL
L
STA 101+80
R E
A C
H
C H
A N
N E
L C
CHANNEL W IDTH
S E
C T
I O
N B
B
N O
T T
O S
C A
L E
R
IP
R
A P
M
I S
C F
I L
L
L
N
P L
A N
S C
A L
E : 1
I N
F
T
C34.DGN
R.H.K.
C
J.G.R.
J.G.R.
A
A
992.7
992.7
992.9
993.9
B
1007.5
1007.7
1008.2
1011.6
1012.1
1012.6
198'
D E
S
IG
N
IN
V E
R T
G R
O U
N D
E X
IS
T
IN
G
B
N O
T T
O S
C A
L E
S E
C T
IO
N
A -A
E N
D P
R O
T E
C T
IO
A L
E : 1
S E
C T
IO
N
C -C
A C
C E
S S
R A
M P
D E
T A
IL
N .T
.S
T O
E O
F S
O I L
C E
M E
N T
C H
A N
N E
L
IN
V E
R T
S O
IL
C
E M
E N
T
S O
IL
C
E M
E N
T
S.H.V.
J.G.R.
J.G.R.
C
N
M
IS
C F
IL
L
VARIES VARIES
S O
IL
C
E M
E N
T
S O
IL
C
E M
E N
T
T O
E O
F S
O I L
C E
M E
N T
C H
A N
N E
L
IN
V E
R T
M
IS
C F
IL
L
V A
R
IE
S
5'
3'
F L
O W
D
IR
E C
T
IO
N
P L
A N
V
IE
W N
.T .S
S E
C T
IO
N
A -A
T Y
P
IC
A L
S E
R V
IC
E
R O
A D
S E
C T
I O
N B
B
A C
C E
S S
R A
M P
D E
T A
I L
C
O M
P A
C T
E D
D E
C O
M P
O S
E D
G R
A N
I T
E
G R
A N
I T
E
D G
D E
C O
M P
O S
C
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P A
C T
A N
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D G
D E
C O
M P
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C
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P A
C T
A N
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L S
L O
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R.K.
C41_REVA.DGN
VARIES 20.5'-21.39'
M
IS
C F
IL
L
M
IS
C F
IL
L
R /W
S H
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IN
G
W E
E P
H O
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W E
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C H
A N
N E
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ID
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.4
PLAN AND SECTIONS - STA. 90+20
W E
S T
A C
C E
S S
R A
M P
.0
B A
A
STATION 88+10.82
S O
IL
C E
M E N T
DG
12'
DG
12'
15'
12'
T O
P O
F R
A M
P
IN
V
E R
T
TOP 0F RAMP
B O
T T
O M
O F
15'
L E
V E
L W
IT
H
IN
V
E R
T
BOTTOM 0F RAMP
R A
M P
STATION 90+20.00
T O
E O
F S
O I L
C E
M E
N T
15'
2%
2%
P I P
E A
C C
E S
S R
A M
P G
A T
E
B
A C
C E
S S
R O
A D
R=50'
R=50'
R=50'
R=50'
S A
F E
T Y
P A
Y S
V A
L U
E E
N G
IN
E
E R
IN
G
P A
Y S
DESIGNED BY:
DRAW N BY:
CHECKED BY:
APPROVALSYMBOL DESCRIPTIONS
REVISIONSFILE NAME:
A B C D
A B C D
P lo t D a te
RIVERSIDE COUNTY, CALIFFORNIA
SANTA MARGARITA RIVER W ATERSHED,
MURRIETA CREEK - PHASE 2S
H
E E
T
S c a l e
SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
-M
A R
C H
-2
DATE
A 4/30/15RAMP ORIENTATION CHANGE AMT NO.1
A
W EST ACCESS RAMP
N .T
.S
O F
IL
E
T H
R O
U
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E
T Y
P
IC
A L
A
IN
C-65
AS SHOWN
R V
R V
S V
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A .D
G N
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N
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N C
O N
T R
A C
T
A
M T N o .1
A
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A
N.I.C.
2%
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30", OR 36"
NEW 24",
Lc+/-
Le+/-
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2%
6'+/-
S T
R U
C T
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P .O .E
R
T L
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S T
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P .O .B
R
T L
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(SEE SHT.S-4)
STRUCTURE
OUTLET
SIDE DRAIN
HOODED
S
T .S
C O
L L
A R
E N
D P
IP
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X
IS
T
BASIN (SHT.S-*)
SHT.S-2)/OR CATCH
CONNECTION (SEE
CONCRETE COLLAR
STRUCTURE
PIPE & INLET
P.I.P. EXIST.
BEARING
RCP
OR 36"
24",30"
NEW
PLAN
PROFILE
N.T.S.
N.T.S.
P.O.B.
STRUCTURE
RCP OUTLET
P.O.E.
STRUCTURE
RCP OUTLET
F L
O W
(ALONG )>
POINT
CONNECTION
PIPE
EXIST.
STRUCTURE
PIPE & INLET
P.I.P. EXIST.
BASIN (SHT.S-7)
SHT.S-2)/OR CATCH
CONNECTION (SEE
CONCRETE COLLAR
ROAD
MAINTENANCE
SIDE SLOPE
TOE OF CHANNEL
Lc+/-
END
PIPE
EXIST.
S
T S .C
A S
IN
D
IC
A T
E
B L
E S
C A
T
S
IN
IF
E D
E D
C O
N N
E C
T
IO
IN
T
O R
(FOR SLOPE, SEE TABLES ON SHT. C-70 TO C-73)
GROUND
APPROXIMATE EXIST.
4D
90°
30"
4D
D
RIPRAP
GROUTED
15"
CHANNEL SIDE SLOPE
TOE DOWN OF
SEE SIDE DRAIN DATA TABLES, SHT.C-70 AND SHT.C-71
NOTES:
SEE TABLE SHEETS C70-C71.
ENERGY DISSIPATOR, FOR LOCATIONS
CHANNEL INVERT
LOCATIONS SEE TABLES, SHEETS C70-C71.
30" ENERGY DISSIPATOR, FOR
AND 4D REFER TO 3 AND 4 TIMES PIPE DIAMETER.
PROJECT 9 TO 12 INCHES FROM THE CONCRETE SURFACE. 3D
CONCRETE IS REQUIRED AND THE ROCK SURFACE SHALL
GROUTED RIPRAP. TOTAL PENETRATION OF THE ROCK BY THE
ROCK ENERGY DISSIPATOR SHALL BE 30 INCH THICK, 1/4 TON
N
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
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N
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N S
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A
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12345678
A
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C
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Plot Date:
R
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L
IF
F O
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D
IN
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IP
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RCP OUTLET
S T
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I N
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M A
IN
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A
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(FOR SLOPE, SEE TABLES ON
S H
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N
C
RV
RV
SV
PLAN AND PROFILE
SLOPE, & ENERGY DISSIPATOR
TYPICAL 48", 54" RCP SIDE DRAIN THROUGH RIP RAP
S A
F E
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P A
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V A
L U
E E
N G
IN
E
E R
IN
G
P A
Y S
DESIGNED BY:
DRAW N BY:
CHECKED BY:
APPROVALDATESYMBOL DESCRIPTIONS
REVISIONSFILE NAME:
A B C D
A B C D
P lo t D a te
RIVERSIDE COUNTY, CALIFFORNIA
SANTA MARGARITA RIVER W ATERSHED,
MURRIETA CREEK - PHASE 2
S H
E E
T
S c a l e
SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
-A
P R
IL
-2
5 C66_RevA.DGN
> 5 R
C P
O
R N
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R
C P
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4/30/15 R.K.
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IN
E
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IN
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P A
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DESIGNED BY:
DRAW N BY:
CHECKED BY:
APPROVALSYMBOL DESCRIPTIONS
REVISIONSFILE NAME:
A B C D
A B C D
P lo t D a te
RIVERSIDE COUNTY, CALIFFORNIA
SANTA MARGARITA RIVER W ATERSHED,
MURRIETA CREEK - PHASE 2S
H
E E
T
S c a l e
SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
-M
A R
C H
-2
DATE
PLAN AND PROFILE
THROUGH RIP RAP SLOPE
TYPICAL DOUBLE-PIPE RCP SIDE DRAINS
A S
S H
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N
C
RV
RV
SV
C-69.DGN
A NOT IN CONTRACT AMT No.1
D
IN
V E R T
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5'-7'
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Sta 65+00 R
W
R
W
N 2,122,750
N 2,122,750
988.7
Sta 65+00
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R
W
1000.7
1002.0
1001.9
1006.9
4/30/15 R.K.
STA. 67+ 00 TO STA. 62+ 00
LANDWARD GRADING PLAN
MATCH LINE ~ STA. 62+00.00
MATCH LINE ~ STA. 62+00.00
MATCH LINE ~ STA. 62+00.00
MATCH LINE ~ STA. 67+00.00
MATCH LINE ~ STA. 67+00.00
MATCH LINE ~ STA. 67+00.00
M U
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C E
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SEE SHEET C-124
SEE SHEET C-124
SEE SHEET C-124
SEE SHEET C-126
SEE SHEET C-126
SEE SHEET C-126
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R.K.
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FL
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A
A
CONTOUR CHANGE, ADDED FLOW AMT No.1
S A
F E
T Y
P A
Y S
V A
L U
E E
N G
IN
E
E R
IN
G
P A
Y S
DESIGNED BY:
DRAW N BY:
CHECKED BY:
APPROVALSYMBOL DESCRIPTIONS
REVISIONSFILE NAME:
A B C D
A B C D
P lo t D a te
RIVERSIDE COUNTY, CALIFFORNIA
SANTA MARGARITA RIVER W ATERSHED,
MURRIETA CREEK - PHASE 2S
H
E E
T
S c a l e
SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
-M
A R
C H
-2
DATE
S H
O W
N
S
N. PATEL
N.PATEL
J.GUH/J.MAJORS
A DELETED FROM CONTRACT AMT No.1
A
S-3_REVA.DGN
4/30/15 R.K.
S A
F E
T Y
P A
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V A
L U
E E
N G
IN
E
E R
IN
G
P A
Y S
DESIGNED BY:
DRAW N BY:
CHECKED BY:
APPROVALSYMBOL DESCRIPTIONS
REVISIONSFILE NAME:
A B C D
A B C D
P lo t D a te
RIVERSIDE COUNTY, CALIFFORNIA
SANTA MARGARITA RIVER W ATERSHED,
MURRIETA CREEK - PHASE 2S
H
E E
T
S c a l e
SUBMITTED BY:
DISTRICT FILE NO.226/
CHIEF, DESIGN BRANCH
ARTHUR Y. JUNG, PE
CORPS OF ENGINEERS
LOS ANGELES
U.S. ARMY ENGINEER DISTRICT
SPEC. NO. W 912PL-15-B-0005
-M
A R
C H
-2
DATE
A B
W T w T s E
B
B
A R
C
B
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C , C
C
,C
E
B
A R
C O
N C
R E
T E
R E
IN
F
O R
C
IN
G A
N G
L E
S T
A T
IO
N
C H
A N
N E
L
T
C L
A S
S
IV
C L
A S
S
IV
C L
A S
S P
I
W
E S
T
W E
S T
R C
P
D
IA
M E
T E
R ƒ ƒ ƒ
TABULATION OF SIDE DRAINS
b
T E
S
F O
R S
I N
G L
E P
I P
E S
I D
E D
R A
I N
O U
T L
E T
S T
R U
C T
U R
A L
D E
T A
I L
S O
N W
E S
T S
I D
E S
E E
S H
E E
T S
F O
R D
O U
B L
E P
I P
E S
I D
E D
R A
I N
O U
T L
E T
S T
R U
C T
U R
A L
D E
T A
I L
S O
N W
E S
T S
I D
E S
E E
S H
E E
T S
F O
R S
I N
G L
E
D O
U B
L E
P I P
E S
I D
E D
R A
I N
O U
T L
E T
S T
R U
C T
U R
A L
D E
T A
I L
S O
N E
A S
T S
I D
E S
E E
S H
E E
T S
| T-2 Rev A |
| T-5 Rev A |
| T-7 Rev A |
| C-8 Rev A |
| C-15 Rev A |
| C-34 Rev A |
| C-41 Rev A |
| C-65 Rev A |
| C-66 Rev A |
| C-69 Rev A |
| C-125 Rev A |
| S-3 Rev A |
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