Amendment_0004_-_Drawings.pdf
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POINT OF INTERSECTION
METER
NORTH
SOUTH
EAST
WEST
CONTROL LINE (WITH STATIONS)
DIAMETER
INCHES
FISCAL YEAR
SEQUENCE
TYPICAL
STATION
NOT TO SCALE
OUTSIDE DIAMETER
OVERHEAD ELECTRIC
CONTROL POINT (WITH NAME) SEE SHEET G-410
W
S
E
N m
D
FY
IN
N.T.S.
O.D.
P.I.
SEQ
STA.
TYP.
LEGEND
1. UTILITY OWNERS IN THE PROJECT INCLUDE PACIFIC GAS & ELECTRIC COMPANY (PG&E)
AND AMERICAN TELEPHONE & TELEGRAPH COMPANY(AT&T). THE CONTRACTOR IS
RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH SAID COMPANIES.
SEE POINTS OF CONTACT BELOW. ALSO SEE SPECIFICATION SECTION 01 00 00
GENERAL REQUIREMENTS, PARAGRAPH "UTILITIES" FOR MORE INFORMATION.
2. HARVESTING OPERATIONS WILL BE ACTIVE IN THE ORCHARDS AND FIELDS
SURROUNDING THE PROJECT AREA DURING THE LATE SUMMER THROUGH THE END OF
OCTOBER OF 2015. SITE ACCESS IS NOT PROJECT EXCLUSIVE AND CONSTRUCTION
ACTIVITIES MUST BE COORDINATED WITH THE LOCAL AGRICULTURAL STAKEHOLDERS
AND LANDOWNDERS. SEE SPECIFICATION SECTION 01 00 00 GENERAL REQUIREMENTS,
PARAGRAPH "COOPERATION WITH OTHERS" FOR MORE INFORMATION.
10:1
5:1
3:1
2:1
P/
P
G-004
WATER WELL
BURIED PIPE
GUARD POST
CONCRETE PIER
BRIDGE
ELECTRIC PANEL
BENCHMARK
TELEPHONE MANHOLE
TREE
SIGN
LIGHT POLE
ELECTRIC SPLICE BOX
BURIED PIPE MARKER
GUARD RAIL
OVERHEAD UTILITIES
WATER MANHOLE
INVERT OF PIPE / TOP PIPE
TEN HORIZONTAL IS TO ONE VERTICAL SLOPE
FIVE HORIZONTAL IS TO ONE VERTICAL SLOPE
THREE HORIZONTAL IS TO ONE VERTICAL SLOPE
TWO HORIZONTAL IS TO ONE VERTICAL SLOPE
WATER PIPE LINE
W
L E
G E
N D A
N D A
B B
R E
V
IA
T
IO
N S
AM - 00004
A
B
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N T O
F T
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D e s ig n e d b y
D w n b y
S p e c N o
R e v ie w e d b y
S u b m it te d b y
P lo t s c a le
P lo t d a te
F il e n a m e
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D a te
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CMP
N.
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FY
ELEV
PVI
Slp
L
POB
POE
CONCRETE
ELEVATION
CORRUGATED METAL PIPE
NORTH
SOUTH
FISCAL YEAR
ELEVATION
POINT VERTICAL INTERSECTION
SLOPE
LENGTH
POINT OF BEGINING
POINT OF ENDING
POINT VERTICAL CURVE
POINT VERTICAL TANGENT
POINT TANGENT
POINT CURVE
POINT INTERSECTIONPI
PC
PT
PVT
PVC
ABBREVIATIONS
SLOPE
LIMITS OF WORK
STORM DRAIN/CULVERT LINE
ROAD (ASPHALT-CURBS-GUTTERS)
INDEX CONTOUR
INTERMEDIATE CONTOUR
GUY WIRE
TOP OF PIPE
ELECTRIC SPLICE BOX
SPOT ELEVATION
BRIDGE
WATER VALVE
FIRE HYDRANT
GAS VALVE/GAS REGULATOR
SCREW VALVE
MANHOLE
TRAVERSE POINT SIGNAL POLE
UTILITY POLE
ELECTRICAL LINE
GATE POST
BUILDING
ELECTRIC PANEL
GUARD POST
OVERHEAD UTILITIES
PIPE INVERT
RAILROAD TRACKS
DEER FENCE
UNDERGROUND ELECTRIC
"J" LEVEE DEGRADING
AGGREGATE SURFACE COURSE
AGGREGATE BASE COURSE
STONE PROTECTION / RIPRAP
ASPHALT CONCRETE PAVEMENT
ROAD REMOVAL
NOTES:
DWSE ------ DESIGN WATER SURFACE ELEVATION
----------- ON CENTERO.C.
R
E V
IS
E D N
O T
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POWER POLE
(PROTECT IN PLACE)
OAK TREE 1
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STATION
050 200 FT100100
S T
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IN
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LEGEND
CD-106
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N
EXISTING "J" LEVEE CROWN
LIMITS OF WORK
"J" LEVEE DEGRADE LIMIT (EXISTING LANDSIDE TOE)
"J" LEVEE DEGRADE EXTENTS
S T A
S E E S
H E E T C
D M
A T C
H L
IN
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D E
G R
A D
E
E N
D J
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S T
A
LIMITS OF WORK
D E
G R
A D
E
R E
S U
M E J
L E
V E
E
S T
A
DEGRADE TYPICAL SECTION.
SEE SHEET CD-301 FOR "J" LEVEE 2.
UTLITIES AND VEGETATION.
APPROXIMATE. VERIFY LOCATIONS OF ALL
SHOWN ON THIS SHEET ARE
LOCATIONS OF UTILIIES AND VEGETATION 1.
NOTES:
:13
:1
PROTECT IN PLACE
NESTING POLE
LIMITS OF WORK
D E
G R
A D
E
E N
D J
L E
V E
E
S T
A
D E
G R
A D E
R E S
U M
E J" L
E V E E
S T A
P
"J" LEVEE ALIGNMENT
IN PLACE
PROTECT OAK TREES
LIMITS OF WORKP
PROTECT IN PLACE
POWER POLE
P
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PROFILE
PLAN
LEGEND
(HORIZONTAL SCALE)SCALE: 1’’= 100’-0"
LIMITS OF WORK
"J" LEVEE DEGRADE EXTENTS
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C A
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J S
T R
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Sacramento District
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170170
170170
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STATION
P L
A N A
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A T
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T A
"J
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R A
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EXISTING "J" LEVEE CROWN
100 50 0 200 FT100
S E
E S
H E
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D
M
A T
C H L
IN
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T A
"J" LEVEE DEGRADE LIMIT (EXISTING LANDSIDE TOE)
AM - 00004
"J" LEVEE ALIGNMENT
N
R E
M O
V A
L
E N
D J
L E
V E
E
S T
A
LIMITS OF WORK
DETAILS.
SEE SHEET G-111 FOR STAGING AREA 3.
DEGRADE TYPICAL SECTION.
SEE SHEET CD-301 FOR "J" LEVEE 2.
OF ALL UTLITIES AND VEGETATION.
ARE APPROXIMATE. VERIFY LOCATIONS
VEGETATION SHOWN ON THIS SHEET
LOCATIONS OF UTILIIES AND 1.
NOTES:
C O
U N
T Y R
O A
D
C
O U
N T
Y R
O A
D
C
O U
N T
Y R
O A
D
AND STANDPIPES
IRRIGATION WATERLINE
OF ORCHARD FLOOD
REMOVE AND DISPOSE
P A
R K
IN
G L
O T
G R
A V
E L
CONCRETE STRUCTURE
REMOVE AND DISPOSE OF EXISTING
STAGING AREA
LIMITS OF WORK
D E
G R
A D
E
E N
D J
L E
V E
E
S T
A
STAGING AREA
TWO (2) ACRE
0’
250’
250’
250’
BORROW AREA
FLOODPLAIN
BORROW AREA
FLOODPLAIN
BORROW AREA
FLOODPLAIN
RIVER
SACRAMENTO
0 250’ 500’ 1000’ 1500’ 2000’ 2500’
SCALE: 1" = 500’
ALIGNMENT
SETBACK LEVEE
LIMITS OF WORK
LIMITS OF WORK
LIMITS OF WORK
COUNTY
ROAD
RIVER
SACRAMENTO
STAGING AREA
RELOCATED POWER POLES.
COORDINATE WITH PG&E AND AVOID IMPACTS TO
VICINITY OF THE FLOODPLAIN BORROW AREA EXTENTS.
POWER POLES WILL BE RELOCATED BY PG&E IN 6.
FROM THE "J" LEVEE’S LANDSIDE TOE.
BORROW EXCAVATION MUST BE A MINIMUM OF 50 FT 5.
MATERIAL.
UNSATISFACTORY MATERIAL AND EXCESS TOPSOIL
BORROW MATERIAL MAY BE USED FOR DISPOSAL OF
PITS GENERATED DURING THE EXCAVATION OF 4.
MUST BE A MINIMUM OF 2H:1V.
EXCEED 3 FT IN DEPTH. SIDE SLOPES OF EXCAVATION
EXCAVATION OF BORROW MATERIAL MUST NOT 3.
SETBACK LEVEE’S WATERSIDE TOE.
DESIGNATED AREA MUST NOT BE WITHIN 100 FT OF THE
EXCAVATION FOR ANY BORROW MATERIAL FROM THE 2.
SHEET G-609.
SEE LIMITS OF WORK COORDINATE TABULATION ON 1.
NOTES:
R E
V
N O
T E
S
F
L O
O D
P L
A
IN
B
O R
R O
W E
X T
E N
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Sheet reference number:
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C R
A M
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T R
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D e s ig n f il e n o
D a te
R e v
S y m b o l
D e s c ri p ti o n
D a te
A p p ro v e d
US Army Corps of Engineers
Sacramento District
H
C A
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