W912PL21B0003_River Road Dike_Plans_20210726.pdf
PDF 42 MB Posted
- Attached to
- Santa Ana Mainstem, Prado Dam River Road Dike
- Solicitation number
- W912PL21B0003
About this file
This document provides details on a federal contract solicitation for construction services. The U.S. Army Corps of Engineers is seeking bids to construct approximately 1,750 linear feet of earthen-filled dike and associated drainage structures along River Road in Eastvale, Riverside County, California. The project is estimated to cost between $5-10 million and have a performance period of 720 calendar days. This is a 100% HUBZone set-aside solicitation conducted under FAR Part 14 sealed bidding procedures. Bids are due on August 2, 2021 and will be opened virtually. A mandatory site visit is scheduled for interested vendors to learn more details about project requirements.
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Digitally signed by
CRISOSTOMO.VAN
GIL.C.1231679711
Date: 2021.07.19 14:44:06 -07'00'
Digitally signed by
CRISOSTOMO.VAN
GIL.C.1231679711
Date: 2021.07.19 14:44:37 -07'00'
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NOTES:
KEY SHALL BE AS SHOWN BELOW:
1. SHEET ACTION NUMBER IDENTIFICATION
DRAWING IS FOR INFORMATION ONLYDENOTES5
FOLLOWING CONTRACT DRAWINGS
DRAWING WAS REFERENCED BY THE DENOTES4
OF THIS CONTRACT
FOLLOWING DRAWING AT THE COMPLETION
DRAWING WILL BE SUPERSEDED BY THEDENOTES3
BY THE CONTRACTOR
THE COMPLETION OF THIS CONTRACT
DRAWING SHALL BE UPDATED ATDENOTES2
COMPLETION OF THIS CONTRACT
DRAWING IS OBSOLETE AT THE DENOTES1
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GENERAL NOTES: LEGENDS:
CENTERLINE/CONTROL LINE
RIGHT-OF-WAY
CONSTRUCTION LIMIT
TEMPORARY CONSTRUCTION EASEMENT/
TRANSMISSION TOWER
HAUL ROUTE
CONCRETE PAVEMENT
AGGREGATE BASE COURSE
CONTRACTOR STAGING AREA
LF
ID INSIDE DIAMETER
IN INCH
INVERT ELEVATION
GA GAGE
FL FLOW LINE
FT
EXPANSION JOINT
ASTM
BLDG BUILDING
ASPHALT CONCRETE PAVEMENT
APPROXIMATELY
AVENUE
BEGINNING-OF-CURVE
CENTER TO CENTER
CENTERLINE/ CONTROL LINE
CLEARANCE
CONCRETE
CONSTRUCTION JOINT
DEFLECTION ANGLE
DIAMETER
DRIVE
EAST
END-OF-CURVE
EACH FACE
ELEVATION
EACH WAY
EXISTING
FINISHED GRADE
GRADE BREAK
HORIZONTAL
HEIGHT
L
A.B.C.
A.C.
APPROX.
AVE.
B.C.
C.C.
C
CL./CLR.
CONC.
CONSTR. JT./C.J.
DIA.
DR.
COE
E
E.C.
E.F.
E.W.
EXIST.
F.G.
G.B.
HORIZ./H.
INV.
L
GALV
HT/H
MFR MANUFACTURER
MH MANHOLE
TAN
T
REINFORCEDREINF
PP POWER POLE
SAWPA
MAX.
MIN.
MISC.
N.
NO.
N.T.S.
O.D.
MAXIMUM
MINIMUM
MISCELLANEOUS
NORTH
NUMBER
NOT TO SCALE
P.I.
PLS
R
PROFESSIONAL LAND SURVEYOR
RADIUS
P.I.P. PROTECT-IN-PLACE
R/W
S=
ST.
STA
SYMM.
VAR
RIGHT-OF-WAY
SLOPE EQUALS
STREET
STATION
SYMMETRICAL
TANGENT
VERTICAL
VARIABLE SLOPE
LINEAR FEET
ROAD
GRADING CONTOUR
SURVEY TOPOGRAPHY CONTOUR
NORTH ARROW
SOUND WALL
E18
S02
WATER, WEST OR WIDTHW.
LIST OF ABBREVIATIONS:
MONITORING WELL
SLOPE DIRECTION
RIPRAP
EXISTING BUILDING
EXISTING ROAD
MAINTENANCE ROAD
SDM SETTLEMENT DISPLACEMENT MONUMENT
TYP. TYPICAL
TEMPORARY FENCE
TESTING & MATERIALS
AMERICAN SOCIETY FOR
CONSTRUCTION LIMITS
TEMPORARY CONSTRUCTION EASEMENT/
RCP REINFORCED CONCRETE PIPE
RD.
ASSESSOR PARCEL NUMBERAPN
OCFCD ORANGE COUNTY FLOOD CONTROL DISTRICT
FOOT / FEET
TANGENT OF CURVE
U.S. ARMY CORPS OF ENGINEERS
E.J. S SOUTH
VERT./V.
EL./ELE./ELEV.
NGVD
POINT-OF-INTERSECTION
GALVANIZED
OUTSIDE DIAMETER
NATIONAL GEODETIC VERTICAL DATUM
NAD NORTH AMERICAN DATUM
TCE
PL PLATE
STL. STEEL
THK. THICK
CY
CORPS OF ENGINEERS, U.S. ARMY
PVI POINT OF VERTICAL INTERSECTION
LS LANDWARD SIDE
RS RESERVOIR SIDE
SANTA ANA WATERSHED PROJECT AUTHORITY
SDM SETTLEMENT DISPLACEMENT MONUMENT
MW MONITORING WELL
FS FINISHED SURFACE
EP EDGE OF PAVEMENT
TC TOP OF CURB
EQ. EQUAL
AGGREGATE BASE COURSE
NOT PART OF CONTRACT
LINE TO DIVIDE THIS CONTRACT AND
SURVEY CONTROL MONUMENT
STAGING AREA
POINT IDENTIFYING VERTEX OF
POINT IDENTIFYING VERTEX OF TCE LIMIT
NORTH
PLAN
TRUE N
EXISTING STORM DRAIN
BORROW AREA
EXISTING WATER LINE
EXISTING ELECTRICAL LINE
TELEPHONE LINE
EXISTING UNDERGROUND COMMUNICATION/
TELEPHONE LINE
EXISTING OVERHEAD COMMUNICATION/
EXISTING SEWER LINE
EXISTING GAS LINE
STREET RIGHT-OF-WAY
X FENCEX
B03 POINT IDENTIFYING VERTEX OF BORROW AREA
SETTLEMENT BASE AND PIPE
EXCAVATION DAYLIGHT LINE
GRADING / STRIPPING LIMIT
CT COURT
CUBIC YARD
LENGTH
WIDTH L
WIDTH R
WIDTH, LEFT SIDE
WIDTH, RIGHT SIDE
A F
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L
G-003
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B
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3. REFER TO SECTION 31 00 00 FOR ALL ENGINEERED FILL.
PROJECT.
MUST BE INSTALLED TO PREVENT PONDING DURING THE
HYDROSEEDED. TEMPORARY DRAINAGE MEASURES
PROJECT AND ALL DISTURBED AREAS MUST BE
THE PRADO DAM BASIN UPON COMPLETION OF THE
2. BORROW AREAS MUST BE GRADED TO DRAIN FREELY TO
DRAWINGS ARE APPROXIMATE.
1. LOCATIONS OF ALL UTILITIES SHOWN IN CONTRACT
BEDDING MATERIAL
FILTER DRAIN MATERIAL
ASPHALT PAVEMENT
TOP OF WALL
TOP OF FOOTINGTOF
USACE
TW / TOW
O
O J
U R I
RCCP
POINT OF BEGINNINGPOB
POE POINT OF ENDING
STEEL-CYLINDER TYPE
REINFORCED CONCRETE PRESSURE PIPE,
MW
E11
E12
E14
E25
E01 E02
E05E04
E06
E09
E13
S04
E08
E07
E10
RR2017011
S01
B02
B09
E15
E18
E24
E03
E16
E17
E19
A
B
C
E
D
B07
S03S02
B06
B08
B03
B04
B05
E20 E21
E23
E22
B01
BEGIN SOUND WALL
END SOUND WALL
FOOTPRINT OF DIKE
BERM CONSISTS OF UNSUITABLE SOIL FOR BORROW
AREA TO PERFORM CRACK MONITORING
ARE SHOWN ON C-110
MID SLOPE MONITORS LOCATIONS
SETTLEMENT PLATES AND
SECANT PILE WALL REINFORCEMENT 1
SECANT PILE WALL DETAILS
INCLINOMETER LOCATIONS SHOWN ON
CRACK MONITORING
GENERAL AREA TO PERFORM
M01
M02
M03
M04
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H A
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SHOREHAM ST
400'0 200'
T R
U E N
PIAZZA CT
PARCEL 32-007
A1
SCALE: 1" = 200'
TEMPORARY CONSTRUCTION EASEMENT LIMIT
G-004
TRACT NO. 31405TRACT NO. 29997
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TRACT NO. 31961
TRACT NO. 29677
TRACT NO. 30905
OCFCD
PARCEL 32-995
U.S. GOVERNMENT
JCSD
UTILITY EASEMENT
B
W H
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L E
Y
RICK LN
STAGING AREA
ADDITIONAL REQUIREMENTS.
MONITORING PLAN SUBMITTAL. REFERENCE SECTION 31 09 13 FOR
LOCATIONS MUST BE IDENTIFIED WITHIN THE INSTRUMENTATION
TO BE REVIEWED BY THE GOVERNMANT. THE PRECISE MONITORING
IDENTIFIED WITHIN THE INSTRUMENTATION INSTALLATION PLAN SUBMITTAL
ARE APPROCXIMATE. THE PROPOSED POINT LOCATIONS MUST BE
THE VIBRATION MONITORING SYSTEM LOCATIONS SHOWN ON THE PLAN 7.
REFERENCE SECTION 31 09 13 FOR ADDITIONAL REQUIREMENTS.
IDENTIFIED IN THE INSTRUMENTATION MONITORING REPORT SUBMITTAL.
GOVERNMENT. THE PRECISE SURVEY POINT LOCATIONS MUST BE
INSTRUMENTATION INSTALLATION PLAN SUBMITTAL TO BE REVIEWED BY THE
PROPOSED POINT LOCATIONS MUST BE IDENTIFIED WITHIN THE
SHOWN ON THE PLAN ARE APPROXIMATE. THE
6. ∆ THE SURFACE SETTLEMENT POINT LOCATIONS
INFORMATION PURPOSES ONLY. ACCURACY ARE NOT GUARANTEED.
EXISTING PROPERTY LINE, RIGHT-OF-WAY LINE, EASEMENTS ARE FOR 5.
CONTOUR INTERVAL.
2017. THE ACCURACY OF THE SURVEY IS 1 INCH = 40 FEET WITH 1-FOOT
CONDUCTED BY JOHNSON-FRANK AND ASSOCIATES IN MARCH AND APRIL
TOPOGRAPHIC SURVEY FOR PROJECT IS BASED ON AERIAL MAPPING 4.
FORMULA: PROJECT DATUM ELEV. +2.285 FT = NAVD 88.3.
EXISTING NGVD 29 ELEVATIONS.
CONVERTED TO NAVD 88, IT IS NECESSARY TO ADD 2.285 SFT TO THE
AND THE NAVD 88 IS 2.285 FT. IF PROJECT ELEVATIONS NEED TO BE
RESPECTIVELY, THE DIFFERENCE BETWEEN THE PROJECT DATUM (NGVD 29)
ELEVATION FOR NGS BENCHMARK K 1305 IS 561.055 sFT AND 558.770 sFT
ELEVATIONS FOR THIS PROJECT. THE NAVD 88 ELEVATION AND NGVD 29
(NGS) BENCHMARK K 1305 (PID DX3499) WAS USED TO ESTABLISH NAVD 88
AMERICAN VERTICAL DATUM (NAVD) OF 1988. NATIONAL GEODETIC SURVEY
SPATIAL REFERENCE SYSTEM (NSRS) WHICH IN THIS CASE IS NORTH
USACE REQUIRES THAT ALL PROJECTS BE REFERENCED TO THE NATIONAL
ALTHOUGH THIS PROJECT IS BEING BUILT USING NGVD 29 ELEVATIONS, THE 2.
SURVEY FEET AND NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29).
ZONE 6, U.S.
AMERICAN DATUM OF 1927 (NAD27), CALIFORNIA STATE PLANE COORDINATE,
THE HORIZONTAL DATA SHOWN HEREON IS BASED ON THE NORTH 1.
SURVEY NOTES:
O
O J
U R I
SECONDARY BORROW AREA
TARGET BORROW AREA
OCFCD
PARCEL 32-995
PER PLAN & DETAILS F1 AND G1 ON SHEET C-501.
4 CONSTRUCT 3" THK. AC PAVEMENT MAINTENANCE ROAD
INSTALL CHAIN LINK FENCE PER SHEET C-504. 3
CONSTRUCTION NOTES:
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KEY
SCALE: 1" = 600' 0 600' 1200'
T R
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CD105
CD104CD103
40' 80'0
DEMOLITION PLAN - 01
PROTECT IN PLACE EXISTING FEATURES TO REMAIN
REQUIRED FOR CONSTRUCTION OF PROPOSED FEATURES
REMOVE ALL EXISTING FEATURES WITHIN THE PROJECT LIMITS, AND AS
GENERAL NOTES:
1.
2.
CD102
CD101
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CD108
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647846.19 N
1589419.94 E
647566.73 N
1588786.85 E
O
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U R
C9
SCALE: 1" = 80'
DEOMOLITION PLAN -01 CONT.
MATCH LINE SEE DETAIL A1 ON THIS SHEET
MATCH LINE SEE DETAIL C9 ON THIS SHEET
80' 160'0
M A
T C
H L
IN
E S
E E S
H E
E T C
D
CD101
EXISTING MONITORING WELL, PROTECT IN PLACE.
EXISTING IRRIGATION, SEE LANDSCAPING PLAN.
EXISTING UTILITY, SEE UTILITY PROTECTION/RELOCATION PLANS.
EXISTING BOLLARDS (4 EACH), PROTECT IN PLACE.
EXISTING MONITORING WELL, DESTROY.
EXISTING UTILITY, PROTECT IN PLACE.
EXISTING FENCE, PROTECT IN PLACE.
EXISTING POST WIRE FENCE (APPROX. TOTAL 1,420.00 LF), REMOVE.
EXISTING 6" THK CONCRETE PAD WITH NO REINFORCEMENT, REMOVE.
EXISTING MANHOLE, PROTECT IN PLACE.
DEMOLITION NOTES:
S O
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T R
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DEMOLITION PLAN - 02
GENERAL NOTES:
1.
2.
D E
M O
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IO
N P
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N
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CD102
MATCH LINE SEE SHEET CD103
B
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CD106
CD108
M A
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H L
IN
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E E S
H E
E T C
D
MATCH LINE SEE SHEET CD101MATCH LINE SEE SHEET CD108
M A
T C
H L
IN
E S
E E S
H E
E T C
D
M A
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H L
IN
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E E S
H E
E T C
D
B
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CD104
CD101
O
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U
EXISTING BOLLARDS (4 EACH), PROTECT IN PLACE.
EXISTING UTILITY, PROTECT IN PLACE.
EXISTING POST WIRE FENCE (APPROX. TOTAL 1,420.00 LF), REMOVE.
S O
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IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S I
D
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E R
S
ID
E C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A A
N A M
A
IN
S T
E M P
H A
S E
P R
A D
O D
A M
R
IV
E R R
O A
D D
P
L -2
-B -0
D I
R T
DIRT
A S
P H
D I
R T
A S
P H
561.50
P H
P H
A S
I
S
02-0022
A S
P H
565 565
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:21:13 AM 7/20/2021
...\Prado\RiverRD\CAD\Drawings\Sheets\104779_CD103.dgn
SCALE: 1" = 600' 0 600' 1200'
T R
U
DEMOLITION PLAN - 03
GENERAL NOTES:
1.
2.
CD102
CD101
C D
.d g n
CD107
CD106
CD108
M A
T C
H L
IN
E S
E E S
H E
E T C
D
MATCH LINE SEE SHEET CD102
M A
T C
H L
IN
E S
E E S
H E
E T C
D
D E
M O
L
IT
IO
N P
L A
N
CD103
B
W H
IT
L E
Y
A F
E B
L E
S
H A
L L A
V E
RICK LANE
B
W H
IT
L E
Y
CD104
TRACT 30905
O
O J
U
EXISTING BOLLARDS (4 EACH), PROTECT IN PLACE.
EXISTING FENCE, PROTECT IN PLACE.
EXISTING 6" THK CONCRETE PAD WITH NO REINFORCEMENT, REMOVE.
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S I
D
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E R
S
ID
E C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A A
N A M
A
IN
S T
E M P
H A
S E
P R
A D
O D
A M
R
IV
E R R
O A
D D
P
L -2
-B -0
D I
R T
DIRT
A S
P H
D I
R T
A S
P H
561.50
HV-201710
DIRT
A S
P H
563.06
HV-201711
D I
R T
ASPH
ASPH
ASPH
DIRT
ASPH
A S
P H
A S
P H
ASPH
A S
P H
D I
R T
ASPH
DIRT
D I
R T
DIRT
A S
P H
02-0020
02-0021
02-0022
A S
R T
DIRT
D I
R T
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:21:38 AM 7/20/2021
...\Prado\RiverRD\CAD\Drawings\Sheets\104779_CD104.dgn
A9
SCALE: 1" = 600' 0 600' 1200'
GENERAL NOTES:
1.
2.
CD102
CD101
MATCH LINE SEE SHEET CD103
C D
.d g n
CD107
CD106
CD108
TRUE N
M A
T C
H L
IN
E S
E E S
H E
E T C
D
D E
M O
L
IT
IO
N P
L A
N
CD104
B
W H
IT
L E
Y
A F
E B
L E
S
B
W H
IT
L E
Y
CD104
MATCH LINE SEE SHEET CD106
A7
DEMOLITION PLAN 9
TRUE N
HELLMAN AVE
A1
DEMOLITION PLAN - 04
SCALE: 1" = 40' SCALE: 1" = 40'
O
O J
U R I
AND DOUBLE SWING GATE PER DETAILS ON SHEET C-504.
EXISTING CHAIN LINK FENCE, REMOVE AND REPLACE WITH CHAIN LINK FENCE
EXISTING 12" STEEL PIPE (APPROX. 6' LONG), REMOVE.
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S I
D
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E R
S
ID
E C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A A
N A M
A
IN
S T
E M P
H A
S E
P R
A D
O D
A M
R
IV
E R R
O A
D D
P
L -2
-B -0
D I
R T
DIRT
A S
P H
D I
R T
A S
P H
561.50
P H
P H
A S
I
S
02-0022
0 5
D I
R T
DIRT
A S
P H
A S
P H
D I
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:22:00 AM 7/20/2021
...\Prado\RiverRD\CAD\Drawings\Sheets\104779_CD105.dgn
TRUE N
DEMOLITION PLAN - 05
GENERAL NOTES:
1.
2.
CD102
CD101
C D
.d g n
CD107
CD106
CD108
M A
T C
H L
IN
E S
E E S
H H
E T C
D
MATCH LINE SEE SHEET CD102
D E
M O
L
IT
IO
N P
L A
N
CD105
B
W H
IT
L E
Y
A F
E B
L E
S
D E
T E
N T
IO
N P
O N
D
A C
C E
S S R
D
P
IA
Z Z
A C
T
G A
N N
E T S
T
B
W H
IT
L E
Y
CD104
TRACT 29677
O
O J
U R I
EXISTING DRAINAGE STRUCTURE, PROTECT IN PLACE.
EXISTING CONCRETE SWALE, REMOVE.
EXISTING CONCRETE, PROTECT IN PLACE.
SAW CUT EXISTING CONCRETE.
EXISTING UTILITY, PROTECT IN PLACE.
EXISTING POST WIRE FENCE (APPROX. TOTAL 1,420.00 LF), REMOVE.
CONTRACTOR STAGING AREA
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S I
D
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E R
S
ID
E C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A A
N A M
A
IN
S T
E M P
H A
S E
P R
A D
O D
A M
R
IV
E R R
O A
D D
P
L -2
-B -0
D I
R T
DIRT
A S
P H
D I
R T
A S
P H
561.50
P H
P H
A S
I
S
02-0022
D I
R T
565 565
02-0020
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:22:22 AM 7/20/2021
...\Prado\RiverRD\CAD\Drawings\Sheets\104779_CD106.dgn
SCALE: 1" = 600' 0 600' 1200'
T R
U
DEMOLITION PLAN - 06
GENERAL NOTES:
1.
2.
CD102
CD101
C D
.d g n
CD107
CD106
CD108
M A
T C
H L
IN
E S
E E S
H E
E T C
D
MATCH LINE SEE SHEET CD107
D E
M O
L
IT
IO
N P
L A
N
CD106
B
W H
IT
L E
Y
A F
E B
L E
S
B
W H
IT
L E
Y
M A
T C
H L
IN
E S
E E S
H E
E T C
D
CD104
M A
T C
H L
IN
E S
E E S
H E
E T C
D
TRACT 29997
O
O J
U
SAW CUT EXISTING CONCRETE.
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S I
D
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E R
S
ID
E C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A A
N A M
A
IN
S T
E M P
H A
S E
P R
A D
O D
A M
R
IV
E R R
O A
D D
P
L -2
-B -0
D I
R T
DIRT
A S
P H
D I
R T
A S
P H
561.50
P H
P H
A S
I
S
02-0022
D I
R T
02-0021
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:22:45 AM 7/20/2021
...\Prado\RiverRD\CAD\Drawings\Sheets\104779_CD107.dgn
SCALE: 1" = 600' 0 600' 1200'
T R
U
DEMOLITION PLAN - 07
GENERAL NOTES:
1.
2.
CD102
CD101
C D
.d g n
CD107
CD106
CD108
M A
T C
H L
IN
E S
E E S
H E
E T C
D
MATCH LINE SEE SHEET CD108
D E
M O
L
IT
IO
N P
L A
N
CD107
B
W H
IT
L E
Y
A F
E B
L E
S
B
W H
IT
L E
Y
CD104
MATCH LINE SEE SHEET CD106
M A
T C
H L
IN
E S
E E S
H E
E T C
D
O
O J
U
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S I
D
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E R
S
ID
E C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A A
N A M
A
IN
S T
E M P
H A
S E
P R
A D
O D
A M
R
IV
E R R
O A
D D
P
L -2
-B -0
D I
R T
DIRT
A S
P H
D I
R T
A S
P H
561.50
HV-201710
DIRT
A S
P H
I
S
02-0023
02-0022
550550
02-0022
02-0023
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:23:14 AM 7/20/2021
...\Prado\RiverRD\CAD\Drawings\Sheets\104779_CD108.dgn
SCALE: 1" = 600' 0 600' 1200'
T R
U
DEMOLITION PLAN - 08
GENERAL NOTES:
1.
2.
CD102
CD101
C D
.d g n
CD107
CD106
CD108
MATCH LINE SEE SHEET CD107
M A
T C
H L
IN
E S
E E S
H E
E T C
D
D E
M O
L
IT
IO
N P
L A
N
CD108
B
W H
IT
L E
Y
A F
E B
L E
S
B
W H
IT
L E
Y
CD104
647297.26 N
1588064.46 E
O
O J
U R
D9
SCALE: 1" = 60' 60' 120'0
DEMOLITION PLAN
MATCH LINE SEE DETAIL D9 ON THIS SHEET
MATCH LINE SEE DETAIL A1 ON THIS SHEET
T R
U E N
EXISTING MONITORING WELL, PROTECT IN PLACE.
CONTROL LINE
EXCAVATION DAYLIGHT
DAYLIGHT
EXCAVATION
CONTROL LINE
EXCAVATION DAYLIGHT
DAYLIGHT
EXCAVATION
0.9%
1.2%
2.8
.9
0.
3%
2.
3%
0.3% 1.6% 2.8% 0.2%
15'
WIDTH L WIDTH R
EXCAVATION
EXPLORATION TRENCH
CONTROL LINE
GRADE
EXISTING
(TYP.)
DAYLIGHT
EXCAVATION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S I
D
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E R
S
ID
E C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A A
N A M
A
IN
S T
E M P
H A
S E
P R
A D
O D
A M
R
IV
E R R
O A
D D
P
L -2
-B -0
2+00
POB
STA. 1+00
E C
S T
A . 3
E C
S T
A . 3
BC
STA. 2+27
S T
A .4
.5
E L
.5 ' G
B
S T
A .4
.0
E L
.7 ' G
B
S T
A .6
.0
E L
.3 ' G
B
S T
A .9
.0
E L
.1 ' G
B
S T
A .1
.0
E L
.3 ' G
B
PI
STA. 1+34
STA. 2+27
BC
S T
A . 3
E C
3+
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
+0
+0
P O
B
S T
A
EC
STA. 3+35
EC
STA. 3+35
B C
S T
A
BC
STA. 12+35
E C
S T
A
B C
S T
A
EC
STA. 18+41
POE
STA. 18+59
3+
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
+0
+0
P O
B
P I
P C
PT
3+35
PC
12+35
P T
P C
PT
18+41
POE
18+59
PI
STA. 2+87
P I
S T A . 1
P I
S T A . 17+
0 550
550 5
555 555 555 555 555 555 555 555
555555555555555555555555
5 5
560560560
560560560560560560560
560560
565 565
S T
A
M W
16+00
B C
S T A . 1
E C
S T A . 15+32
B C
S T A . 16+88
E C
S T A . 1
P O
E
S T A . 1
S T A .1 .0
E L .3 ' G
B
S T A .1 .0
E L .2 ' G
B
S T
A .1
.0
E L
.0 ' G
B
S T A .1 .0
E L .2 ' G
B
S T A .16+18.00
E L 553.0' G
B
S T A .1 .7
E L .7 ' G
B
S T A .1 .0
E L .0 ' G
B
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:26:43 AM 7/20/2021
...\Prado\RiverRD\CAD\Drawings\Sheets\104779_C-102.dgn
C -1
.d g n
A1
SCALE: 1" = 50' 50' 100'0
E8
SCALE: N.T.S.
3. EXCAVATION FOR TOE DOWN NOT SHOWN.
2. SEE PLAN VIEW FOR ELEVATION.
1. SECTION LOOKING UP STATION.
NOTE:
C-102
C-102
S T
A
M
A T
C H
L
IN
E S
E E P
L A
N A
B O
V E
50' 100'0
S T A M
A T C
H L
IN
E S
E E P
L A
N B
E L O
W
C-102
S T
A T
O S
T A
S T
A T
O S
T A
TRUE N
T R
U E N
SHEET C-501.
CONSTRUCT SETTLEMENT BASE AND PIPE PER PLAN AND DETAIL A6 ON
CONSTRUCTION NOTES:
B
W H
IT
E Y
B
W H
IT
L E
Y
A F
E B
L E
S
D
IK
E E
X C
A V
A T
IO
N P
L A
N
STA. 2+15 - STA. 18+15 TYP. EXCAVATION
O
O J
U R I
DIKE EXCAVATION PLAN: STA. 1+00 TO STA. 18+59
C-103
D1
C-103
A1
P O
B
S T
A
10'
2.7%
2.5%
.3
B
A
18.0' 19.0'
3.0%
0.3%
10'
.5
EXCAVATION DAYLIGHT
CONTROL LINE
EXCAVATION DAYLIGHT
CONTROL LINE
EXCAVATION DAYLIGHT
EXCAVATION DAYLIGHT
(SECANT PILE PER SEPARATE PLANS)
SECANT PILE WALL STA. 2+01.61
DIKE STA. 1+08.00
ELEV. 555'
HAND COMPACT IN BENCH.
BENCH INTO COMPETENT MATERIAL.
STRIPPED SLOPE.
HAND COMPACTION ZONE
ELEV. 567'
HAND COMPACTION ZONE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S I
D
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E R
S
ID
E C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A A
N A M
A
IN
S T
E M P
H A
S E
P R
A D
O D
A M
R
IV
E R R
O A
D D
P
L -2
-B -0
555 555
P O
B
S T
A . 1
P I
S T
A . 1
P C
S T
A . 2
M W
+0
POE
STA. 18+59
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...\Prado\RiverRD\CAD\Drawings\Sheets\104779_C-103.dgn
C -1
.d g n
T R
U E N
T R
U E N
C-103
N O
R T
H T
IE
-I
N
S O
U T
H T
IE
-I
N
E X
C A
V A
T
IO
N P
L A
N
B
W H
IT
L E
Y
B
W H
IT
L E
Y
A F
E B
L E
S
NORTH TIE-IN
SOUTH TIE-IN
7.
8' G
B
6.
7' G
B
6.
7' G
B
6.
7' G
B
6.
0' G
B
.0 G
B
4.
0' G
B
557.8' G B
556.0' GB
554.0' G B
554.0' G B
1H:1V
10' 20'0
10' 20'0
.6' G
BSTA. 1
8+1
5.00
6.
0' G
B
S T
A .0
D1
EXCAVATION PLAN: NORTH TIE-IN
SCALE: 1"=10'
EXCAVATION PLAN: SOUTH TIE-IN
SCALE: 1"=10'
A1
S T
A . 1
.0
.0 ' G
B
STA. 1+10.00
553.0' GB
.0 G
B5 .0 ' G
B
.0 G
B
S T
A .0
4.
0' G
B
556.0' G B
6.
0' G
B
.0 ' G
B
.0 ' G
B
556.0' GB
D7
SECTION
O
O J
U R I
E L E
V
.0
E L E
V
.7
C-103
42" DIA. SEWER LINE SEE UTILITY PROTECTION PLANS
L .0
D
IK
E C
L
E L .4
T
W
E L .9
R
A M
P C
L
E L .0
D
IK
E C
L
EL. 566.90 RAMP CL/TOE OF SLOPE
BOTTOM OF EXPLORATION TRENCH
TOE DOWN (LANDWARD SIDE)
TOE OF SLOPE (RESERVOIR SIDE)
TOE DOWN (RESERVOIR SIDE)
(LANDWARD SIDE)
EXISTING GROUND
(RESERVOIR SIDE)
EXISTING GROUND
SEE SHEET CU101
PROPOSED CULVERT
(LANDWARD SIDE)
RAMP CL/TOE OF SLOPE
EXCAVATION
DIKE FOUNDATION
TOP OF SLOPE
CONTROL LINE
TOE OF SLOPE
TOE OF SLOPE
TOP OF SLOPE
FILL LINE
(LANDWARD SIDE)
RAMP CL/TOE OF SLOPE
E 1,589,493.05
N 647,926.27
MONITORING WELL
(PER SEPARATE PLANS)
SECANT PILE WALL
SECANT PILE WALL
TOP OF DIKE
T
Y P
GRADING / STRIPPING LIMIT
TOEDOWN
TOEDOWN
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S I
D
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E R
S
ID
E C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A A
N A M
A
IN
S T
E M P
H A
S E
P R
A D
O D
A M
R
IV
E R R
O A
D D
P
L -2
-B -0
MW
2+00
POB
STA. 1+00
E C
S T
A . 3
E C
S T
A . 3
BC
STA. 2+27
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
570570
570570
S T
A .0
ELEV 561.00
STA. 4+60.00
ELEV 553.83
STA. 4+80.00
ELEV 554.03
STA. 5+30.00
ELEV 555.03
ELEV 556.70
ELEV 552.30
ELEV 548.83
ELEV 552.25
STA. 1+50.00
ELEV 561.00
STA. 4+68.00
ELEV 551.47
STA. 4+98.00
ELEV 554.47
STA. 5+68.00
ELEV 555.90
STA. 5+98.00
ELEV 556.50
STA. 6+40.00
ELEV 556.86
STA. 7+92.50
ELEV 561.52
STA. 9+37.20
ELEV 563.86
ELEV 555.50
ELEV 548.50
ELEV 551.30
ELEV 552.75
ELEV 559.75
STA. 4+40.00
ELEV 552.40
STA. 3+22.50
ELEV 551.25
STA. 4+22.00
ELEV 548.50
STA. 4+52.00
STA. 4+22.00
ELEV 554.47
ELEV 556.48
STA. 3+22.50ELEV 558.87
STA. 2+50.00
STA. 4+52.00
ELEV 551.47
GRADE = 0.00
STA. 1+50.00
STA. 4+68.00
STA. 4+98.00
STA. 6+40.00
STA. 9+37.50
STA. 1+50.00
STA. 3+00.00
STA. 4+60.00
STA. 6+22.00
S T
A .0
E L E
V
.2
S T
A .0
E L E
V
.8
S T
A .0
E L E
V
.9
GRADE
= 0 .10
S T
A .0
S
T A
R T
G = 0.02
ELEV 553.00
STA. 1+50.00
ELEV 553.00
STA. 2+15.00
ELEV 551.00
STA. 4+13.50
ELEV 546.50
STA. 4+85.00
ELEV 546.70
STA. 7+00.00
ELEV 550.25
STA. 9+07.00
ELEV 556.10
STA. 10+00.00
ELEV 556.30
STA. 1+10.00
ELEV 556.22
STA. 1+13.00
ELEV 557.79
GRADE = 7.3%
STA. 2+10.00
STA. 3+60.00
ELEV 555.95
ELEV 554.03
STA. 3+60.00
ELEV 555.80
STA. 1+60.00
ELEV 556.90
STA. 1+60.00
STA. 2+10.00
ELEV 559.00
STA. 1+10.00
ELEV 555.95
STA. 3+60.00
GRADE = 7.3%
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:27:59 AM 7/20/2021
...\Prado\RiverRD\CAD\Drawings\Sheets\104779_C-110.dgn
C -1
.d g n
C-110A1
PLAN: STA. 1+00 TO STA. 10+00
SCALE: 1" = 50' 50' 100'0
50' 100'0C1
PROFILE: STA. 1+00 TO STA. 10+00
SCALE: H: 1" = 50' V: 1"=10' 10' 20'0
S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E
C-111
S T
A
M
A T
C H
L
IN
E S
E E S
H E
E T C -1
THE CONTROL LINE.
"TOP OF DIKE" IN THE PROFILE IS THE ELEVATION OF THE TOP OF DIKE AT 3.
SHEETS.
FOR BOTTOM OF EXPLORATION TRENCH ELEVATIONS, SEE EXCAVATION 2.
FOR FINAL GRADING, SEE CG SHEETS.1.
GENERAL NOTES:
TRUE N
B
W H
IT
L E
Y
B
W H
IT
L E
Y
A F
E B
L E
S
C-110
D
IK
E
LANDWARD SIDE
RESERVOIR SIDE
CONSTRUCT MONITORING WELL PER PLAN AND DETAIL A7 ON SHEET C-502.
C-301 AND SHEET C-302.
CONSTRUCT 3"THK. AC OVER 6" THK. ABC PER PLAN AND DETAILS ON SHEET
S-503. POST TO BE CENTERED ON TOP OF OUTLET BOX STRUCTURE WALLS.
INSTALL GUARD FENCE ON TOP OF OUTLET CULVERT AS SHOWN ON SHEET
SHEET C-501.
CONSTRUCT SETTLEMENT BASE AND PIPE PER PLAN AND DETAIL A6 ON
& DETAIL A1 ON SHEET C-501.
CONSTRUCT MID-SLOPE SETTLEMENT DISPLACEMENT MONUMENT PER PLAN
A4 ON SHEET C-501.
CONSTRUCT SETTLEMENT DISPLACEMENT MONUMENT PER PLAN & DETAIL
CONSTRUCT CONCRETE RAMP PER PLAN AND DETAIL F5 ON SHEET C-502.
C-501.
CONSTRUCT 6" THK. MAINTENANCE ROAD PER PLAN & DETAILS D1 ON SHEET
AND SHEET C-302.
CONSTRUCT 18" THK. RIPRAP SLOPE PER PLAN & DETAILS ON SHEET C-301
CONSTRUCT DIKE PER PLAN & DETAILS ON SHEET C-301 AND SHEET C-302.
CONSTRUCTION NOTES:
O
O J
U R I
ELEV 567.00
A1
CU101
A1
CG106
TOP OF DIKE
BOTTOM OF EXPLORATION TRENCH
DIKE FOUNDATION EXCAVATION
TOE DOWN (LANDWARD SIDE)
TOE OF SLOPE (RESERVOIR SIDE)
TOE OF SLOPE (LANDWARD SIDE)
(CONTROL LINE)
EXISTING GROUND
TOE DOWN (RESERVOIR SIDE)
(LANDWARD SIDE)
EXISTING GROUND
EXISTING GROUND (RESERVOIR SIDE)
TOE OF SLOPE
TOP OF SLOPE
TOE OF SLOPE
CONTROL LINE
TOP OF SLOPE
TOE OF SLOPE
CONTROL LINE
GRADING / STRIPPING LIMIT
TOEDOWN
TOEDOWN
T
Y P
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S I
D
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E R
S
ID
E C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A A
N A M
A
IN
S T
E M P
H A
S E
P R
A D
O D
A M
R
IV
E R R
O A
D D
P
L -2
-B -0
16+00
B C
S T A . 1
E C
S T A . 15+32
B C
S T A . 16+88
E C
S T A . 1
P O
E
S T A . 1
580580
580580
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+60
S T
A .0
E L E
V
.0
GRADE = 0.00
STA. 10+57.50
ELEV 563.36
STA. 12+90.00
ELEV 565.00
STA. 15+94.98
ELEV 560.84
STA. 17+97.50
ELEV 561.86
ELEV 561.40
ELEV 560.80
ELEV 557.40
ELEV 560.40
STA. 13+95.00
ELEV 557.50
STA. 15+00.00
ELEV 567.36
STA. 17+50.00 STA. 18+50.00
ELEV 567.36
STA. 18+52.00
ELEV 563.24
STA. 11+22.50
ELEV 562.59
ELEV 563.82
STA. 13+95.00 ELEV 565.40
STA. 15+00.00
ELEV 558.50
STA. 11+22.50
ELEV 565.51
STA. 13+50.00
ELEV 565.00
STA. 14+25.00
ELEV 556.50
STA. 15+80.00
ELEV 556.50
STA. 17+22.50
STA. 13+50.00
STA. 14+25.00
STA. 18+30.00
R /W
STA. 10+00.00
ELEV 556.30 STA. 11+25.00
ELEV 555.20
STA. 13+63.00
ELEV 558.00
STA. 14+90.00
ELEV 554.20 STA. 16+18.00
ELEV 553.00
STA. 18+39.73
ELEV 553.67
M W
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:28:37 AM 7/20/2021
...\Prado\RiverRD\CAD\Drawings\Sheets\104779_C-111.dgn
W H
IT
L E
Y
B
W H
IT
L E
Y 1
C -1
.d g n
C-111
A F
E B
L E
S
A1
SCALE: 1" = 50' 50' 100'0
50' 100'0D1
PROFILE: STA. 10+00 TO STA. 18+59
SCALE: H: 1" = 50' V: 1"=10' 10' 20'0
S T
A T
O
P L
A N A
N D P
R O
F
C-110
C-111
PLAN: STA. 10+00 TO STA. 18+59
SEE EXCAVATION SHEETS.
FOR BOTTOM OF EXPLORATION TRENCH ELEVATIONS,2.
FOR FINAL GRADING, SEE CG SHEETS.1.
GENERAL NOTES:
T R
U E N
S T A M
A T C
H L
IN
E S
E E S
H E E T C -1
RESERVOIR SIDE
D
IK
E
SHEET CG106
SEE DETAIL E1
S T
A .9
SD
M
S D
M
C-301 AND SHEET C-302.
CONSTRUCT 3" THK. AC OVER 6" THK. ABC PER PLAN AND DETAILS ON SHEET
A4 ON SHEET C-501.
CONSTRUCT SETTLEMENT DISPLACEMENT MONUMENT PER PLAN & DETAIL
C-501.
CONSTRUCT 6" THK. MAINTENANCE ROAD PER PLAN & DETAILS D1 ON SHEET
AND SHEET C-302.
CONSTRUCT 18" THK. RIPRAP SLOPE PER PLAN & DETAILS ON SHEET C-301
CONSTRUCT DIKE PER PLAN & DETAILS ON SHEET C-301 AND SHEET C-302.
CONSTRUCTION NOTES:
LANDWARD SIDE
SDM
O
O J
U R I
ELEV 567.00
E1
21'
15'
15'
15' 3'1'
21'
15'3'
15'
21'
15'
15'3'
21'
15'
18'3'
VARIES (SEE CG106)
21'
15'
15'
12'
39'
21'
15'
18'3'
3'
3'
3'
3'
DETAIL E-1 ON SHEET C-302
TO TOP OF DIKE, SEE
ROAD TRANSITIONS
O N S
H E
E T C -1
A
N D C -1
V A
R
IE
S S
E E P
R O
F
IL
E
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S I
D
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
E R
S
ID
E C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A A
N A M
A
IN
S T
E M P
H A
S E
P R
A D
O D
A M
R
IV
E R R
O A
D D
P
L -2
-B -0
2.25
1 1
2.25
DRAIN ASTM C33
3' THK. FILTER
2%
2%
567'-TOP OF DIKE,
SEE PROFILE SHEETS
10%
2.25
1.5' THK.
EXPLORATION TRENCH
EXCAVATION
(SEE PROFILE SHEETS)
TO MATCH TOE OF SLOPE
FILTER DRAIN INVERT
EXISTING GRADE
CONTROL LINE
12" THK. BEDDING
18" THK. RIPRAP OVER
12" THK. BEDDING
18" THK. RIPRAP OVER
6" ABC
3" AC PAVEMENT OVER
EMBANKMENT FILL
12" THK. BEDDING
18" THK. RIPRAP OVER
FILL
GENERAL
RESERVOIR SIDE LANDWARD SIDE
2.25 2.25
2%
1 1
DRAIN ASTM C33
3' THK. FILTER
EMBANKMENT FILL
CONTROL LINE
EXCAVATION
12" THK. BEDDING
18" THK. RIPRAP OVER
EXISTING GRADE
(SEE PROFILE SHEETS)
TO MATCH TOE OF SLOPE
FILTER DRAIN INVERT
EXPLORATION TRENCH
12" THK. BEDDING
18" THK. RIPRAP OVER
6" ABC
3" AC PAVEMENT OVER
1.5 THK
567'-TOP OF DIKE AT CL,
SEE PROFILE SHEETS
RESERVOIR SIDE LANDWARD SIDE
2.25 2.25
2%
1 1
12" THK. BEDDING
18" THK. RIPRAP OVER
EMBANKMENT FILL
CONTROL LINE
EXISTING GRADE EXPLORATION TRENCH
EXCAVATION
6" ABC
3" AC PAVEMENT OVER
567'-TOP OF DIKE AT CL,
SEE PROFILE SHEETS
12" THK. BEDDING
18" THK. RIPRAP OVER
RESERVOIR SIDE LANDWARD SIDE
2.25
2%
1 1
VARIES
12" THK. BEDDING
18" THK. RIPRAP OVER
EMBANKMENT FILL
CONTROL LINE
EXISTING GRADE EXPLORATION TRENCH
EXCAVATION
12" THK. BEDDING
18" THK. RIPRAP OVER
6" ABC
3" AC PAVEMENT OVER
EL. 566'
FILTER
TOP OF 3' THK
VARIES
ASTM C33
FILTER DRAIN
FILL
GENERAL
567'-TOP OF DIKE AT CL,
SEE PROFILE SHEETS
BREAK
GRADE
EL. 562.5'
TOP OF FILTER BLANKET
PILE P-40 TO C/E (SEE STANTEC PLANS)
EXTEND FILTER CHIMNEY LATERALLY THROUGH
2.25
2%
2.25
2.25
2%
1.5' THK.
DRAIN ASTM C33
3' THK. FILTER
EXPLORATION TRENCH
EXCAVATION
(SEE PROFILE SHEETS)
TO MATCH TOE OF SLOPE
FILTER DRAIN INVERT
CONTROL LINE
12" THK. BEDDING
18" THK. RIPRAP OVER
12" THK. BEDDING
18" THK. RIPRAP OVER
EXISTING GRADE
6" ABC
3" AC PAVEMENT OVER
EMBANKMENT FILL 1.5' THK.
567'-TOP OF DIKE AT CL,
SEE PROFILE SHEETS
RESERVOIR SIDE LANDWARD SIDE
2.25
2%
2.25
10%
2%
12" THK. BEDDING
18" THK. RIPRAP OVER
CONTROL LINE
EXISTING GRADE EXPLORATION TRENCH
EXCAVATION
EMBANKMENT FILL
6" ABC
3" AC PAVEMENT OVER
12" THK. BEDDING
18" THK. RIPRAP OVER
FILL
GENERAL
567'-TOP OF DIKE AT CL,
SEE PROFILE SHEETS
BREAK
GRADE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:28:51 AM 7/20/2021
...\Prado\RiverRD\CAD\Drawings\Sheets\104779_C-301.dgn
SCALE: 1" = 10'
C1
SCALE: 1" = 10'
A1
SCALE: 1" = 10'
10' 20'0
10' 20'0
10' 20'0
10' 20'0E6
SCALE: 1" = 10'
10' 20'0
C6
SCALE: 1" = 10' 10' 20'0
A6
SCALE: 1" = 10'
TYPICAL SECTION: STA. 5+68 - STA. 7+80TYPICAL SECTION: STA. 1+60 - STA. 2+10
TYPICAL SECTION: STA. 2+10 - STA. 3+60
TYPICAL SECTION: STA. 3+60 - STA. 5+68, STA. 7+80 - STA. 8+00
TYPICAL SECTION: STA. 8+00 - STA. 17+50
RESERVOIR SIDE LANDWARD SIDE
C -3
.d g n
C-301
TYPICAL SECTION: FROM SECANT PILE WALL - STA. 1+60
T Y
P
IC
A L C
R O
S S S
E C
T
IO
N S
BY ASTM D698. THE SLOPE SHOULD MATCH THE DIKE.
NEEDS TO BE COMPACTED TO 98% AS DETERMINED
NOTE: GENERAL FILL UNDER THE MAINTENANCE ROAD
D1
C-501
F5
C-502
D1
C-501
D1
C-501
D1
C-501
D1
C-501
D1
C-501
D1
C-501
D1
C-501
F5
C-502
D1
C-501
21'
15'
18'3'
(SEE CG106)
VARIES
21'
15'
18'3'
(SEE CG106)
VARIES
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S I
D
F
IL
E N
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18" THK. RIPRAP OVER
EMBANKMENT FILL
CONTROL LINERESERVOIR SIDE LANDWARD SIDE
EXISTING GRADE EXPLORATION TRENCH
EXCAVATION
2%
1 1
6" ABC
3" AC PAVEMENT OVER
2%
GENERAL FILL
5%
2.25
2.25
EL. 566'
567'-TOP OF DIKE AT CL,
SEE PROFILE SHEETS
12" THK. BEDDING
18" THK. RIPRAP OVER
EMBANKMENT FILL
CONTROL LINERESERVOIR SIDE LANDWARD SIDE
EXISTING GRADE EXPLORATION TRENCH
EXCAVATION
2%
1 1
5%
TOEDOWN ELEV. PER PROFILE SHEETS
2.25
2.25
567'-TOP OF DIKE AT CL,
SEE PROFILE SHEETS
2%
6" ABC
3" AC PAVEMENT OVER
3' THK
FILTER DRAIN
GENERAL FILL
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TYPICAL SECTION: STA. 17+50 - STA. 18+35
C-302
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TYPICAL SECTION: STA. 18+35 - STA. 18+52
10' 20'0
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4'
18"
T O
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CONCRETE COLLAR
24"X24"X 6" DEEP
W W
D
SPIRAL DRIVE POINT
CONCRETE
5/8"
DETAIL F-4
MONUMENT CAP - SEE
SECTION DRIVEN TO REFUSAL
3/4" DIA. ALUMINIUM ROD
DRILLED FOR 3/8" - 16 THREAD
GROUND SURFACE
SIMILAR
ALHAMBRA A-2925 OR
IN-SITU MATERIAL
DETAIL D4
FINNED ROD SECTION - SEE
SURFACE
1' VARIES 15' TO 40'
EXISTING GROUND
6" THK. ABC
EMBANKMENT FILL
PROFILE SHEETS
TOEDOWN ELEV. PER
D E
P T
H O
R R
E F
U S
A L
15'
6" THK ABC
VARIES 20' TO 30'
BLOCK WALL
EXISTING
R/W VARIES
AWAY FROM EDGE
1% MIN. SLOPE
GROUND
EXISTING
15'
3" THK. AC
G-004
COORDINATES ON SHEET
SEE AC PAVEMENT MAINT. ROAD
OVER 6" ABC
3" AC PAVEMENT
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DETAIL F4
MONUMENT CAP SEE
PROTECTIVE COVER
FILLED WITH CONC.
10" DIA. STEEL PIPE
18" DIA. STEEL CASING
12" IN LENGTH
4 - #4 REBAR DOWELS
TOP OF DIKE (FS)
24" x 24" x 6" DEEP CONCRETE COLLAR
ALHAMBRA A-2925 OR SIMILAR
APPROVED MONUMENT CAP
CASING: 4" DIA. (MIN.) SCH. 40 PVC
GALVANIZED STEEL
SETTLEMENT PIPE: 1.5" DIA. SCH. 40 ASTM A53/A53M
APPROVED CENTRALIZERS @ 10' O.C.
APPROVED GALVANIZED CAP
SLABS MUST BE LEVEL
LONG x 10' WIDE x 10" THICK, SETTLEMENT BASE: 10'
#4 @ 6" O.C. EW
BOTTOM OF EXPLORATION TRENCH
APPROVED EXPLORATION TRENCH FOUNDATION
FINE AGGREGATE
3" THICK LAYER OF ASTM C33/C33M
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WIDTH (W) = DEPTH (D)
L L S S
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FINNED ROD SECTION DETAIL
A4
SETTLEMENT MONUMENT
AT CREST AND DIKE TOE
SCALE: N.T.S.
P R
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MID-SLOPE
SETTLEMENT MONUMENT
A6
SETTLEMENT BASE AND PIPE
F6
INSTRUMENTATION LOCATION TABLE
OF THE LINE.
DEPTH EQUIVALENT TO THE WIDTH OF THE OUTLINE OF THE LETTER
1. ALL LETTERING AND LINES ON FINISHED DISCS TO BE IMPRESSED TO A
NOTE:
R
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Under Review
THE LANDWARD SIDE (LS) SHOULDER OF THE DIKE MAINTENANCE ROAD.
INSTALL CREST SETTLEMENT DISPLACEMENT MONUMENTS (SDM) ALONG 6.
VERTICAL BORING FROM THE TOP OF THE EMBANKMENT.
EACH LOCATION, USE AN APPROVED PROCEDURE TO DRILL AND CASE A
WITHIN 2 WEEKS OF BRINGING THE EMBANKMENT FILL TO FINAL GRADE, AT 5.
TO INSTALLATION.
CONTRACTOR TO PROVIDE INSTRUMENTATION INSTALLATION PLAN PRIOR 4.
SEE SPECIFICATION 31 09 13 FOR INSTALLATION DETAILS.3.
THE SETTLEMENT BASE.
3 INCHES OF CONCRETE COVER OVER STEEL REINFORCING THROUGHOUT 2.
CONSTRUCT CONCRETE SETTLEMENT BASES ON APPROVED FOUNDATION.1.
INSTRUMENTATION NOTES:
5% 2%
SCALE: N.T.S.
FINNED ROD SECTION DETAIL
SCALE: 1"=5'
6" THK. ABC DETAIL (TYP)
0 5' 10'
GENERAL FILL
PER PROFILE SHEETS
TOE OF DIKE ELEV.
O
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TRAVEL LANE
G1
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W P
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2% 1% MIN.
1% MIN.
TYP. AC PAVEMENT MAINT. ROAD
TYPICAL AC PAVEMENT MAINT. ROAD
NOTE: SEE DETAIL G1 HEREON FOR
TYPICAL AC PAVEMENT MAINT. ROAD CROSS SECTION
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CONSTRUCTION AREA
G A
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ID
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OVERLAP LENGTH
8"
POST SPACING
W A
L L H
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H T
1'-6"
#5@12"
TOP OF WALL
WALL POST
BOTTOM OF WALL
ELEVATION
GROUND SURFACE
APPROX. FINISHED
POST FOUNDATION
WALL POST
WALL FACING
UNIT
CONTROL
SLOPE
THAN 1.5:1
BE STEEPER
SLOPE MUST NOT
VARIES 0' TO 15'
8"
#6@12" CENTERED
CONTROL LINE
SOUND BARRIER
PCC
COMPACTION
ABC 100%
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TO NEAREST 0.01 FOOT
MARK TOP OF RISER WITH "V" NOTCH
TOP OF RISER 3' ABOVE GRADE,
FINAL GRADING
FINAL GRADE
MATCH PROPOSED
VENTED CAP
WASHED PEA GRAVEL OR COARSE SAND MIXTURE
PROTECTIVE CASING, PAINT BRIGHT YELLOW
1/4" WEEP HOLE AT 6" ABOVE GROUND LEVEL
4" CONCRETE PAD AWAY FROM CASING
SLOPE BENTONITE/SOIL MIXTURE OR
NEAT CEMENT GROUT
PAINT COVER BRIGHT YELLOW
PROTECTIVE COVER WITH LOCKING CAP,
THREADED CONNECTIONS
MIN. 2" SCH 40 PVC ID RISER WITH FLUSH
CENTRALIZERS AS NECESSARY
FILTER PACK
6" FINAL SECONDARY
3' - 5' BENTONITE SEAL
CONDITIONS WARRANT
FILTER PACK WHERE
1' - 2' FIRST SECONDARY
CENTRALIZERS AS NECESSARY
LENGTH VARIES
WELL SCREEN
SEDIMENT SUMP, 6" MAX. (AS APPROPRIATE)
UNLESS CONDITIONS WARRANT LESS
ABOVE SLOTTED WELL SCREEN,
20% OF SCREEN LENGTH OR 2'
EXTENDED PRIMARY FILTER PACK
(6.5" MIN. BOREHOLE DIA.)
SPACE ON EACH SIDE OF RISER
BOREHOLE WALL, 2" MIN. ANNULAR
DRY BENTONITE
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F1
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SCALE: N.T.S.
SOUND WALL ELEVATION
SCALE: N.T.S.
SOUND WALL VIEW
SCALE: N.T.S.
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SOUNDWALL
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O F F S
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POST
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SCALE: N.T.S.
MONITORING WELL SECTION
6. SEE SHEET G-004 FOR ALIGNMENT DATA.
SURROUNDING ENVIRONMENT AS POSSIBLE.
FOLLOWING THE REQUIRED TIME PERIOD WITH AS LITTLE DAMAGE TO THE
THE TEMPORARY SOUND WALL MUST BE COMPLETELY REMOVED 5.
FEET TO ALLOW FOR ANIMAL AND HUMAN PASSAGE.
GAP WIDTH IN THE SOUND WALL MUST BE PROVIDED EVERY 500 LINEAR 4.
DOWNSLOPE OF 5%.
SLOPE GROUND TO DRAIN AWAY FROM SOUND WALL WITH A MAX 3.
BOTH SIDES OF THE WALL. THE WALL MUST NOT BE USED TO RETAIN EARTH.
THE GROUND SURFACE ELEVATION MUST BE AT THE SAME ELEVATION ON 2.
19.
FOR TEMPORARY SOUND WALL DESIGN, SEE SPECIFICATION SECTION 01 57
SOUND WALL IN GOOD WORKING ORDER DURING CONSTRUCTION DURATION.
CONTRACTOR MUST DESIGN, INSTALL, MAINTAIN, AND KEEP TEMPORARY 1.
SOUND WALL NOTES:
LC
SOUND BARRIER
CONCRETE RAMP/SLAB REINFORCEMENT REFER TO SHEET C-110
COMPATION METHOD: ASTM D 1557
95% COMPACTIONSUBGRADE
NATIVE MATERIAL
SCARIFY AND COMPACT TO 90%
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GALVANIZED AIRCRAFT
1/4-IN-1X7 PREFORMED
HEAD WALL
TOP OF
WING WALL
TOP OF
POST
FENCE
ON WING WALL
LAST POST
INVERT
STRUCTURE
INLET/OUTLET
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1/4" O BOLT-PEEN END O JAW END
4 1/2" ADJUSTMENT TYP
3/4" O TURNBUCKLE WITH
CLAMPS PER END
2-1/4" O CABLE
TURNBUCKLES
INTERMEDIATE
1 1/4" STD
PIPE NPS
200-0"
1/4" O GALV CABLE
DRIVEN FIT TYP
POST CAP TO BE A
M
IN
T
Y P
4'-0"
TYP END SPAN TYP INTERMEDIATE SPAN
3/8" O
DRILLED HOLES
5/8" O
METAL CLAMP
STD TYP
PLACE NPS 1 1/4"
TRUSS RODS
TRUSS RODS
3/8" O
1000' MAX+
.5
.5
.5
.5
10'-0" MAX
2. INTERMEDIATE TURNBUCKLES TO BE PLACED IN ADJACENT SPANS.
3. CABLE MUST NOT BE SPLICED BETWEEN INTERMEDIATE TURNBUCKLES AND END POST.
4. POST TO BE VERTICAL.
5. THE CONTRACTOR MUST VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE
ORDERING OR FABRICATING ANY MATERIAL.
6. LINE POSTS MUST BE BRACED HORIZONTALLY AND TRUSSED DIAGONALLY IN BOTH
7. TYPICAL END SPANS, BRACED IN BOTH DIRECTIONS, MUST BE CONSTRUCTED AT CHANGES
8. PROVIDE THIMBLES AT ALL CABLE LOOPS.
SEE DETAIL HERE ON
RETRO-REEFLECTIVE MARKER
IN LINE WHERE THE ANGLE OF DEFLECTION IS 15° OR MORE.
F.G.
ROAD
BOLTS (TYP.)
PEEN ENDS OF
3/8" DRILLED HOLES
1/4" EYE BOLT IN
N.T.S.
GUARD CABLE FENCE
DETAIL A - RETRO REFLECTIVE MARKER
N.T.S.
NTS
(TYP)
FOOTING
CONCRETE
12" DIA.
DIRECTIONS AT INTERVALS NOT TO EXCEED 1,000'.
2" O STD
PIPE NPS
T Y
P
IDENTIFICATION GUIDE-SEP 2005.
RETRO-REFLECTIVE SHEETING
BACKING CLASS 3. SEE FHWA
AROUND POST, USING ADHESIVE
RETRO-REFLECTIVE SHEETING ALL
3-IN YELLOW TYPE III HIGH INTENSITY1 IN SPACING
2 IN
FIELD ADJUSTMENT
7'-0" MAX
FIELD ADJUSTMENT
7'-0" MAX
NOTES:
NOTES:
NOTES:
NOTES:
(T
Y P
(T
Y P
ON INLET/OUTLET STRUCTURE
GUARD CABLE FENCE
A F
E B
L E
S
B
W H
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L E
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B
W H
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L E
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1. MAXIMUM DISTANCE BETWEEN TURNBUCKLES MUST BE 200'
AT EVERY FIVE POST OR 50-FT INTERVAL
1. REFLECTIVE TAPE MUST BE INSTALLED
POST TO BE CENTERED ON TOP OF OUTLET BOX STRUCTURE WALLS.
INSTALL GUARD FENCE ON TOP OF OUTLET CULVERT AS SHOWN ON SHEET S-503.
9. GUARD CABLE FENCE NOT SHOWN FOR OUTLET CULVERT.
O
O J
U R I
4. SEE SHEET S-501 FOR CABLE FENCE LOCATION.
OF TOP OF HEADWALL AND WINGWALLS.
3. ALIGNMENT OF HOLES IN POST MAY VARY TO CONFORM TO SLOPE
2. POSTS TO BE CENTERED ON TOP OF HEADWALLS AND WINGWALLS.
1. SEE GUARD CABLE FENCE DETAIL AND NOTES HEREON FOR CABLING.
SEE SHEET G-002 FOR REFERENCE LOCATION.
1. ALSO REFERENCE CALTRANS STANDARD PLAN B11-47,
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A
12" MIN. DIA.
9" MIN. DIA.
M
IN
NOT TO SCALE
GALV. PIPE WITH GALV. CAP
1 1/2'' X 8'-10'' STD.
LINE POSTS:
TYPICAL RAIL & TRUSS WIRE PANEL
INTERMEDIATE POSTS:
2'' X 9'- 4'' STD. GALV. PIPE WITH RIVETED
GALV CAP TO BE INSTALLED AT NO MORE
THAN 1000' INTERVALS ALONG FENCE LINE
AND AT GRADE CHANGES EXCEEDING 5%
TYPICAL RAIL & TRUSS WIRE PANEL
LINE POST
WITH 14 GA. WIRE TIES @
2'-0" + C.C
.7 GA. STEEL TENSION WIRE
3/16" X 3/4" MIN.
TENSION BAR
WITH 14 GA. WIRE TIES @
2'-0" + C.C
.7 GA. STEEL TENSION WIRE
6 G
A.
D
OUBLE
T
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W
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IT
H
ADJ
USTABLE
T
IG
HTE
NER
FI
TT
IN
GS
GROUND LINE
KNUCKLED T&B (TYP.)
CHAIN LINK FABRIC
9 GAGE 2" MESH, 72''
11 GA. WIRE TIES @ 1'-2" C.C.
1 1/4" STD. GALV. PIPE RAIL
"2
FENCE
INTERMEDIATE POST DETAIL
9" MIN. DIA.
M
IN
10'-0" MAXIMUM SPACING 10'-0" MAXIMUM SPACING
TYPICAL RAIL & TRUSS WIRE PANEL
CORNER OR END POSTS:
2'' X 9'-4'' STD.
GALV. PIPE WITH GALV. CAP
LINE POST
GALV. PIPE WITH GALV. CAP
1 1/2" X 7'-10'' STD.
LINE POST:
WITH 14 GA. WIRE TIES @ 2'-0" + C.C.
7 GA. SPRING STEEL TENSION WIRE
11 GA. WIRE TIES @ 1'-2" C.C.
9 GAGE 2" MESH, 72''
CHAIN LINK FABRIC
KNUCKLED T&B (TYP.)
GROUND LINE
WITH 14 GA. WIRE TIES @ 2'-0" + C.C.
7 GA. SPRING STEEL TENSION WIRE
ADJUSTABLE TIGHTENER & FITTINGS
6 GA. DOUBLE TRUSS WIRE WITH
1/4" STD. GALV. PIPE RAIL
14 GA. WIRE TIES @ 1'-2" C.C.
3/16" X 3/4" MIN.
TENSION BAR
NOTE
FOR CORNERS, TYPICAL RAIL AND
TRUSS WIRE PANEL TO JOIN POST
IN BOTH DIRECTIONS
12" MIN. DIA.
NOT TO SCALE
TYPICAL FENCE ELEVATION
(EARTHEN SURFACE)
LINE POST
WITH GALV CAP
2"X8'-4" STD. GALV. PIPE
CORNER OR END POSTS
TYPICAL RAIL & TRUSS WIRE PANEL
10'-0" MAXIMUM SPACING
FILL WITH GROUT
9 GA. 2" MESH
60" CHAIN LINK
FABRIC KNUCKLED
T&B (TYP.)
7 GA. SPRING STEEL TENSION
WIRE WITH 14 GA WIRE TIES
AT 2'-0" + C.C.
NOTE
DIA. OF SLEEVE MUST BE 2" LARGER
THAN DIA. OF POST
IN BOTH DIRECTIONS
RAIL AND TRUSS WIRE
PANEL TO JOIN POST
FOR CORNERS, TYPICAL
NOTE
3/16" X3/4"
TENSION BAR
DOUBLE DRIVE GATE DETAIL
NOT TO SCALE
TYPICAL FENCE ELEVATION
(CONCRETE WALL OR PILE CAP)
NOT TO SCALE
-TYPE: KNITTED (HDPE) HIGH DENSITY POLYPROPELENE
-WEIGHT: 134 GRAMS/SQ. METER
-SHADE PERCENTAGE: 85% TO 90%
-BREAK STRENGTH: 500LBS. PER FT. MINIMUM
1. INSTALL PER MANUFACTURES RECOMMENDATIONS.
2. COLOR TO BE GREEN
3. SCREENING PANELS MUST HAVE 2" POLYPROPELENE.
WEBBING FOR EDGE REINFORCEMENT W/GROMMETS @ 24" O.C.
4. ATTACH TO TYPE 1 FENCE USING HEAVY DUTY ZIP TIES.
5. SEE SPEC SECTION FOR MATERIAL SPECIFICATIONS.
NOT TO SCALE
INTO INSERTS.
USED. POSTS ARE TO BE GROUTED
I.D. 2" GREATER THAN O.D. OF PIPE
2.LIGHT WEIGHT METAL INSERTS
HAVING 6 INCH MIN. TAKE UP.
TURNBUCKLE OR EQUIVALENT,
1. ADJUSTABLE TIGHTENERS MUST BE
ENDS OF ALL BOLTS
5/8" BOLT HINGE
NON-REMOVAL
ENDS OF ALL BOLTS
NOTES
TEMPORARY FENCE SCREENING MATERIAL
NOT TO SCALE
DETAIL "Y"
GENERAL NOTES
DETAIL "Z"
DETAIL OF CUTOUT
FOR CHAIN AND LOCK
NOT TO SCALE
NOT TO SCALE
GALV. DOME CAP
POST WITH 1/4"
GALV. ROUND HEAD RIVET
SECURE GALV. CAP TO
14 GA. WIRE TIES.
TWO 1/8" POP RIVETS
PER POST CAP
GATE FRAME
STD. GALV. PIPE
TENSION BAR
3/16" X1/4" MIN.
6"
M
IN
9" MIN. DIA.
GROUND LINE
WITH 14 GA. WIRE TIES @ 2'-0" + C.C.
7 GA. SPRING STEEL TENSION WIRE
ADJUSTABLE TIGHTENER & FITTINGS
6 GA. DOUBLE TRUSS WIRE WITH
1 1/4" STD. GALV. PIPE RAIL
WITH GALV. CAP
1 1/2'' X 7'-10'' STD. GALV. PIPE
LINE POSTS:
RIVET. SEE DETAIL "Z" HEREON
WITH 1/4" GALV. ROUND HEAD
SECURE GALV. CAP TO POST
TYPICAL RAIL & TRUSS WIRE PANEL CLEAR OPENING VARIES 12'-0" TO 20'-0"
TENSION BAR
3/16" X 3/4" MIN.
GATE POST
9 GA. 2" MESH
60" CHAIN LINK
FABRIC
12" MIN. DIA.
FRAME WITH 11 GA. WIRE TIES.
TIE FABRIC TO TOP & BOTTOM OF
1 1/4" STD. GALV. PIPE FOR GATE FRAME
8" DIA.
ROAD SURFACE
" 0 T
ENSI
0N R 0D T
IG
HTE
NER
1" STD. GALV. PIPE STIFFENER
NON REMOVAL HINGE
SEE DETAIL "Y"
HEREON
DETAIL HEREON
CUT OUT, SEE
CHAIN AND LOCK
10'-0" MAXIMUM SPACING
TYPICAL RAIL & TRUSS WIRE PANEL
GATE POSTS
2 1/2" X 8'-4" STD GALV. PIPE
WITH GALV. CAP
7 GA. SPRING STEEL TENSION WIRE
WITH 14 GA. WIRE TIES @ 2'-0" + C.C.
9 GA. 2" MESH
FABRIC KNUCKLED
T&B (TYP.)
60" CHAIN LINK
LINE POST
MUST BE BATTERED
MUST BE BATTERED
MUST BE SHEET METAL TUBES WITH
CONCRETE FOOTING TYP. CONCRETE FOOTING TYP.
CONCRETE FOOTING TYP.
STRIPPING LIMIT
GRADING /
.0
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3+
4+00
5+00
6+00
7+00
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10+00
11+00
12+00
+0
+0
5 555
M W
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8+00
9+00
10+00
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12+00
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...\Prado\RiverRD\CAD\Drawings\Sheets\104779_CG100.dgn
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R
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CG100
B R
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CG102
CG105
CG103
CG104
O
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GRADING PLAN OVERVIEW - INDEX MAP
C
B
A
30' 16' 30'
15'
6" THK. ABC
15'
30' EASEMENT
1.2%
1.1%
.5
.1
0.5 0%
24" THK. RIP RAP
PROPOSED GRADE
HINGE POINT
17'
PROPOSED GRADE
STRIPPING LIMIT
GRADING /
GRADING / STRIPPING LIMIT
GRADING / STRIPPING LIMIT
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...\Prado\RiverRD\CAD\Drawings\Sheets\104779_CG101.dgn
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GRADING PLAN - 01
KEY
SCALE: 1" = 600' 0 600' 1200'
T R
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CG105
CG104
CG103
40' 80'0
G R
A D
IN
G P
L A
N
CG101
M A
T C
H L
IN
E S
E E S
H E
E T C
G
MATCH LINE SEE SHEET CG102
CG102
CG101
B
W H
IT
L E
Y
B
W H
IT
L E
Y
A F
E B
L E
S
CONSTRUCTION NOTES:
4.
' F
L
549.05' F L
551.06' F L
550.04' F L
549.55' F L
549.55' F L
5.
0' G
B 555.0' G
B
554.43' G B
4.
G
B
554.50' G B
555.0' G B
4.
' G
C8
SCALE: 1"=20' 20' 40'0
CUTCUT
FILL
FILL
RIP RAP LINED DITCH
1%
50%
1%
CONSTRUCT 6" THK. ABC RAMP PLAN AND DETAIL D9 ON SHEET CG101.
D9
SCALE: 1"=10'
10' 20'0
SWALE CROSSING DETAIL
VARIES
4.
8' G
B
E9
SCALE: 1"=20'
SWALE CROSSING PLAN DETAIL
20' 40'0
.1
.1
HYDROSEEDED
LINED DITCH
R
IP
R
A P L
IN
E D D
IT
C H
.5
.5
DITCH DETAIL (RESERVOIR SIDE)
G6
TYPICAL SECTION: CUT/FILL
:CUT
:FILL
1%VARIES
O
O J
U R I
CONSTRUCT RIPRAP PER PLAN AND DETAIL C8 ON THIS SHEET.
A1
CU-101
E9
CG101
C8
CG101
A1
CG106
G6
CG101
1.
0%
.0
.0
GRADING / STRIPPING LIMIT
5.0%
S O
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A T
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C A
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IF
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P S O
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C A
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M W
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8+00
9+00
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11+00
M W
560 560
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...\Prado\RiverRD\CAD\Drawings\Sheets\104779_CG102.dgn
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GRADING PLAN - 02
KEY
SCALE: 1" = 600' 0 600' 1200'
T R
U
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IN
G P
L A
N
CG102
M A
T C
H L
IN
E S
E E S
H E
E T C
G
MATCH LINE SEE SHEET CG103
MATCH LINE SEE SHEET CG101
CG103
CG104
CG105
CG102
CG101
B
W H
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L E
Y
B
W H
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L E
Y
A F
E B
L E
S
O
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U R I
CG107
EC
BA
CATCH LINE
D
.0
.0
.2
0.5%
0.5%
GRADING / STRIPPING LIMIT
.0
.0
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5 5
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PC
STA. 12+35
P T
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A
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POE
STA. 18+59
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...\Prado\RiverRD\CAD\Drawings\Sheets\104779_CG103.dgn
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GRADING PLAN - 03
KEY
SCALE: 1" = 600' 0 600' 1200' CG103
T R
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G P
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CG105
CG104CG103
B
W H
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L E
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40' 80'0
MATCH LINE SEE SHEET CG102
M A
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H L
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E E S
H E
E T C
G
CG102
CG101
B
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' F
L
5.
' F
L
4.
' F
L
4.
' F
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4.
' F
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564.2' G B
563.76' F L
564.0' G B
564.0' G B
O
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CG-106
1.0%
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1.0%
STRIPPING LIMIT
GRADING /
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CG103
40' 80'0
G R
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MATCH LINE SEE SHEET CG103
M A
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CG101
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563.7' G B
564.4' G B
565.2' G B
566.0' G B
565.5' G B
565.0' G B
564.7' G B
564.4' G B
564.1' G B
O
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A
B
D
1.0%
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1.0%
.0
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.3
E
STRIPPING LIMIT
GRADING /
WING WALL
EXISTING OUTLET
TIE INTO
WING WALL
EXISTING OUTLET
TIE INTO
STRIPPING LIMIT
GRADING /
CONNECT WITH EXISTING WINGWALL
BEGIN CONCRETE TRANSITION TO
STRUCTURE
EXISTING OUTLET
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...\Prado\RiverRD\CAD\Drawings\S…
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