ATTACHMENT_4_DRAWING_LIST.pdf
PDF 2 MB Posted
- Solicitation number
- W91238-09-B-0001
About this file
ATTACHMENT 4 DRAWING LIST
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W91238-09-B-0001 Bid Results.doc | DOC document | |
| 09-B-0001-0004 CLIN PRICING AGREEMENT.xls | XLS spreadsheet | |
| 09-B-0001-0004 SSDWSC.pdf | ||
| 09-B-0001-0003 SF30.pdf | ||
| 09-B-0001-0003 CLIN ITEMS PRICING AGREEMENT.xls | XLS spreadsheet | |
| Pages from 09-B-0001-0002 AM-03_SF30.pdf | ||
| 09-B-0001-0002 AM-03_SF30_CLIN PRICING AGREEMENT.pdf | ||
| W91238-09-B-0001_SF0030_AM01.pdf | ||
| W91238-09-B-0001_AM01.pdf | ||
| SOLICIATION_1.pdf | ||
| CONTRACT_LINE_ITEMS_PRICING_AGREEMENT.xls | XLS spreadsheet |
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
US Army Corps of Engineers
Sacramento District
D E
E P
W A
T E
R S
H I P
C H
A N
N E
L S
A p p r o v e d
F u n c t i o n a l
A d e q u a c y
S A
C R
A M
E N
T O
D I S
T R
I C
T
P r e p a r e d b y
D a t e
D r a w i n g
C o d e
D e s i g n
S p e c
N o
D a t e reference
Sheet number:
C h i e f
E n g i n e e r i n g
D i v i s i o n
P r e p a r
U n d e r t h e
D i r e c t i o n o f
D e s i g n
F i l e
N o
D r a w n b y
A p p r o v e d
D a t e
C o l
C o r p s o f
E n g i n e e r s
D i s t r i c t
E n g i n e e r
A
B
C
4 3 2 1
C I V
I L
D E
S I G
N B
R A
N C
H
C h i e f
C i v i l
D e s i g n
B r
T h i s p r o j e c t w a s d e s i g n t h e
S a c r a m e n t o
D i s t r i c t o f t h e
U
S
A r m y
C o r p s o f
E n g i n e e r s
T h e i n i t i a l s o r s i g n a t u r e s a n d r e g i s t r a t i o s i g n a t i o n s o f i n d i v i d u a l s a p p e a r o n t h e s e p r o j e c t d o c u m e n t s w i t h t h e s c o p e o f t h e r m p l o y m e n t a s r e q u i r
E
R
K E
V I N
K N
U U
T I P
.E
PLOT DATE: 25-NOV-2008 PLOT TIME: 15:34 \\gold\8.1.2
SACRAMENTO & STOCKTON DEEP WATER SHIP CHANNELS
INDEFINITE-DELIVERY, INDEFINITE-QUANTITY (IDIQ)
MAINTENANCE DREDGING
SACRAMENTO & STOCKTON
CALIFORNIA
S A
C R
A M
E N
T O
S
T O
C K
T O
N C
A L
I F
O R
N I A
T I T
L E
S H
E E
T
R I C
H A
R D
L P
O E
P P
E L
M A
N M
A R
C H
C h i e f
C i v i l
D e s i g n
S e c
B
R I C
H A
R D
T O
R B
I K
M
A R
C H
M
B O
E D
T K
E R
T .L
M A
R C
H
C O
L
T H
O M
A S
C
C H
A P
M A
N
Sheet 1 of 6
FY_2009
E
P
NORTHGATE
BLVD
N O
R T H
E R
N
T u r n in g
B a s in
INTERSTATE 5SACRAMENTO
S.P.R.R.
R D
P O
C K
E T
R D
M E
A D
O W
V
IE
W R
D
RD. MACK BLVD.
E L
L I O
T R
A N
C H
HOOD
FRANKLIN
H O
O D
F R
A N
K L
IN
R D
B I L
B Y
R D
E
LAMBERT
INTERSTATE 5
H W
Y
E9
FREEPORT
ROSE
RD.
R D
B A
B E L
SLOUGH
HWY 84ARCADE
P U
M P H
O U
S E
R D
W
IL
L O
W P
O
IN
T
R D
CLARKSBURG
C L
A R
K S
B U
R G
E
SACRAMENTO
NORTHERN R.R.
LINE
RD.
G A
F F
N E
Y R
D
CENTRALCENTRAL AV. N
ETH
ER
LA
N D
S 141 1
TULE RD.
A
GREENDALE
W A
U K
EEN
A
RD.
H A
M
IL
T O
N R
D
ALAMEDA AV.
N O
R T
H C
O U
R T
L A
N D
R D
SUTTER
ISLAND RD.
GRAND
ISLAND
R D
PAINTERSVILLE
COURTLAND
L O
C K
E
V O
R D
E N
L E A
R Y
RD,
RYDE
F E
R R
Y
H W
Y
RYDER
EAST
R
IV
E
RR
U S
S E
L L
R D
W
IL
S O
N R
D
LAMBERT
RD.
H W
Y
H W
Y
MORRIS
SORROCA
V O
R D
E N
R D
E
H W
Y
E
E
TWIN
C
IT
IE
S
R D
W A
L N
U T
G R
O V
E
Radio Tower
POVERTY
W A
L K
E R
HOWARD
LANDING
WALKER LANDING
Spezia
Airstrip
RD.
IS
L
E T
O N
RD.
VAIL RD.
B A
R B
E R
R D
W A
L N
U T
R D
LANDING
POINT
PLEASANT
J1
THORNTON
Borges
Clarksburg
Airstrip
WIDGEON
RD.
C O
U R
T L
A N
D
OXFORD
O X
F O
R D
R D
HWY 84
FIVE POINTS
H O
L L
A N
D R
D
RIO FARMS
RD.
LEVEE RD.
L
IB
E R
T Y
ISLAND
R D
LIBERTY ISLAND
LIBERTY FARMS
A
IR
P O
R T
R
D
H W
Y
M
IG
H
R D
M O
N T
E Z
U M
A H
IL
L
S R
D
ANDERSON
RD.
Rio Vista
Airport
H W
Y
H W
Y
H W
Y
HWY 84/160
B R
A N
N A
N
IS
L A
N D
JACKSON SLOUGH RD.
G R
A N
D
IS
L A
N
R Y
D E
R R
D
E A
S T
T Y
L E
R I
S
B R
ID
G
E R
D
T Y
L E R
IS
L A
N D
RD.
VORMANS
EAGLE
STATEN
ISLAND
RD.
BRUCEVILLE RD.
Franklin
Airport
Flying Ranch
Airstrip
FOUR CORNERS
THORNTON RD.
P E
L T
I E
R
R
D
GLASSCOCK
RD.
CORREIA RD.
T E
R M
IN
O
U S
R D
Staten
Sutter Island
DeadHorse
IS.
A n d ru s
R D
Prospect
Liberty Island Merritt
Is land
Y O
L O
C O
S O
L A
N O
C O
WESTERN
PACIFIC R.R.S A C R A M E N T O
FLOW
SACRAMENTO RIVER DEEP WATER SHIP CHANNEL
MI 0
MI 60
MI 55
MI 50
MI 45
MI 40
MI 35
RD.
MI 30
MI 25
MI 20
MI 15
MI 10
BLVD.
R D
H W
Y
W O
O D
B R
I D
G E
R D
GROVE
SILVERDALE
R I V E R R
D
M
ID
W A
Y
RD.
R D
D
E L
H I
ETZEL RD.
WINSHIP
RD.
LIBERTY ISLAND RD.
MINERS
SLOUGH
S L O
U G
H
C A
C H
E
ELK
SLOUGH
SUTTER
S T
E A
M B
O A
T S
L O
U G
H
G E
O R
G E
L A
N D
S L
O U
G H
MI 22
MI 22
MI 15
S L O
U G
H
C A
C H
E
MI 15
MI 5
MI 10
MI 6
FLOW
Island
R D
Grand Island
NEW HOPE
TREE
NORTH
Island
Islan d
H W
Y L A
N D
IN
G
R D
RD.
R a n d a ll Is.
H A
C K
M A
N
R D
T H
O M
S E
N
R D
M A
X W
E L
L
L N
T R
E M
O N
T
R D
MACE BLVD.
A
BUCKLEY RD.
E6
DAVIS
EL MACERO
Y O
L O
C O
S O
L A
N O
C O
B U
S
IN
E S
S
LOCATION MAP
S .P
.R .R
R
IV
E R
SACRAMENTO
DEEP WATER
SHIP CHANNEL
STOCKTON
DEEP WATER
SHIP CHANNEL
M
OKELUM
NE
B R
A D
F O
R D
ISLETON
RIO VISTA
NOT TO SCALE
T W
IT
C
H E
L L
IS
L
A N
D
B R
O W
N
IS
L
A N
D
W
IN
TER IS
A N
T
IO
C H
P
IT
T S
B U
R G
N E
W
S L
O U
G H
S A
N
JO
A
Q U
IN
F A
L S
E R
IV
E
R
R
IV
E R
RIVER
F R
A N
K S
T R
A C
T
(F L
O O
D E
D
J E
R S
E Y
O A
K L
E Y
D U
T C
H S
L A
R C
O
B O
U L
D
IN
I S
L A
N D
E M
P
IR
E
T R
A C
T
R O
U G
H
R
E A
D Y
IS
L
A N
D
B R
E N
T W
O O
D
A .T
S
.F R
.R
MID
D L
IV
E R
C A
L
W .P
.R .R
IS
L
A N
D
B E
T H
IS
A N
D
JOAQUIN
S T
O C
K T
O N
P o r t o f S t o c k t o n
A V
E
S M
I
H
A C
TR
A
S
R
IV
E R
L O
W E
R R
O B
E R
T S
T R
A C
T
S P
U D
I S
L A
N D
T R
A C
T
M c D
O N
A L
D
S A
N
R
IV
E R
IS
L
A N
D
M E
D F O
R D
V E
N
IC
E I
S L
A N
D
IS
L
A N
D
M A
N D
E V
IL
L
E
W E
B B
T R
A C
T
IS
L A
N D
B R
A D
F O
R D
IS
L
A N
D
S H
E R
M A
N
IS
L
A N
D
K
IM
B A
L L
IS
L
A N
D
D O
N L
A N
IS
L
A N
D
W E
S T
B R
ID
G
E
A N
T
IO
C H
Y O
R K
R
IN
D G
E
T R
A C
T
W a r d s
C u t
S a c r a m e n t o
LOCATION
Los Angeles
N
VICINITY MAP
SCALE IN MILES
040 40 80
P A
C
IF
IC
Francisco
San
S a n J o a q u in
Fresno
O C
E A
N
Sacramento
Walnut Creek
C A
L
IF
O R N
IA
N E V
A D
A
PROJECT
OREGON
Stockton
S C
H E
D U
L E o f D
R A
W I N
G S
SCHEDULE OF DRAWINGSSCHEDULE OF DRAWINGSSHEET NO.
TITLE SHEET
VICINITY MAP, LOCATION MAP AND SCHEDULE OF DRAWINGS
STOCKTON DEEP WATER SHIP CHANNEL DISPOSAL SITES
SACRAMENTO DEEP WATER SHIP CHANNEL DISPOSAL SITES
STOCKTON DEEP WATER SHIP CHANNEL
CROSS SECTIONS AND DETAILS
SACRAMENTO AND STOCKTON DEEP WATER SHIP CHANNELS
CROSS SECTIONS AND DETAILS
V I C
I N
I T
Y M
A P
L
O C
A T
I O
N M
A P a n d
Sheet 2 of 6
P l o t s c a l l o t d a t s i g n f i l e n o
D r a w i n g
C o d e
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S O
F E
N G
I N
E E
R S
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
S u b m i t t
R e v i e w
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
R e v
S y m b o l
D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A p p r o v e d
D a t e
S A
C R
A M
E N
T O
D I S
T R
I C
T
I N
H
O U
S E
D E
S I G
N
J S
T R
E E
T
S A
C R
A M
E N
T O
A
A
B
C
4 3 2 1
N
O V
8.1.2 \\gold\PLOT DATE: 25-NOV-2008 PLOT TIME: 15:34
Sheet
D E
E P
W A
T E
R S
H I P
C H
A N
N E
L S
S A
C R
A M
E N
T O
S
T O
C K
T O
N C
A L
I F
O R
N I A
M
B o e d t k e r
T .L
M B
O E
D T
K E
R
R I C
H A
R D
T O
R B
I K
C H
I E
F C
I V
E N
G R
D E
S S
E C
B
M A
R x x x F i l e n a m e
F i l e n a m
600+00
620+00
640+00
660+00
680+00
700+00 720+00
740+00760+00
780+00
800+00 820+00
840+00
960+00
980+00
1000+00
1660+00
K im b a ll
Isla n d
Donlan
Island
SHERMAN ISLAND
SCOUR POND
NOTES:
1. LIMITS OF WORK WILL BE SHOWN ON TASK ORDER.
2. LOCATION AND SIZE OF DISPOSAL SITES ARE APPROXIMATE.
NOT TO SCALE
LEGEND:
DISPOSAL SITE
Sheet 3 of 6
S T
O C
K T
O N
D E
E P
W A
T E
R S
H I P
C H
A N
N E
L D
I S
P O
S A
L S
I T
E S
P l o t s c a l o t d a t s i g n f i l e n o
D r a w i n g
C o d e
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S O
F E
N G
I N
E E
R S
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
S u b m i t t
R e v i e w
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
R e v
S y m b o l
D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A p p r o v e d
D a t e
S A
C R
A M
E N
T O
D I S
T R
I C
T
I N
H
O U
S E
D E
S I G
N
J S
T R
E E
T
S A
C R
A M
E N
T O
A
B
C
4 3 2 1
N
O V
8.1.2 \\gold\PLOT DATE: 25-NOV-2008 PLOT TIME: 15:34
Sheet
D E
E P
W A
T E
R S
H I P
C H
A N
N E
L S
S A
C R
A M
E N
T O
S
T O
C K
T O
N C
A L
I F
O R
N I A
M
B o e d t k e r
T .L
M B
O E
D T
K E
R
R I C
H A
R D
T O
R B
I K
C H
I E
F C
I V
E N
G R
D E
S S
E C
B
M A
R x x x F i l e n a m e
F i l e n a m
840+00
860+00
880+00
900+00 920+00
940+00
960+
0 1880+00 1900+00 1
2240+00
2260+00
2280+00
M
I
O
0 M
IL
E
M
IL
E
M
IL
E
C A
C H
E
M I L
E
RIO VISTA
S-16
C A
C H
E S
L O
U G
H G
A S L
IN
E
M
IL
E
MILE 30
M
IL
E
MILE 35
NOTES:
1. LIMITS OF WORK WILL BE SHOWN ON TASK ORDER.
2. LOCATION AND SIZE OF DISPOSAL SITES ARE APPROXIMATE.
NOT TO SCALE
LEGEND:
DISPOSAL SITE
Sheet 4 of 6
S A
C R
A M
E N
T O
D E
E P
W A
T E
R S
H I P
C H
A N
N E
L D
I S
P O
S A
L S
I T
E S
P l o t s c a l o t d a t s i g n f i l e n o
D r a w i n g
C o d e
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S O
F E
N G
I N
E E
R S
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
S u b m i t t
R e v i e w
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
R e v
S y m b o l
D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A p p r o v e d
D a t e
S A
C R
A M
E N
T O
D I S
T R
I C
T
I N
H
O U
S E
D E
S I G
N
J S
T R
E E
T
S A
C R
A M
E N
T O
A
B
C
4 3 2 1
N
O V
8.1.2 \\gold\PLOT DATE: 25-NOV-2008 PLOT TIME: 15:34
Sheet
D E
E P
W A
T E
R S
H I P
C H
A N
N E
L S
S A
C R
A M
E N
T O
S
T O
C K
T O
N C
A L
I F
O R
N I A
M
B o e d t k e r
T .L
M B
O E
D T
K E
R
R I C
H A
R D
T O
R B
I K
C H
I E
F C
I V
E N
G R
D E
S S
E C
B
M A
R x x x F i l e n a m e
F i l e n a m
50’40’20’10’ 0 5’
1"= 10’-0"
GRAPHIC SCALES
30’
500’
1"= 100’-0"
100’ 0 50’ 200’ 300’ 400’
NOTES:
The sounding datum line is the line from which the authorized depth is computed. Sounding datum line is approximately equal to mean low, low water.
No overdepth allowed on side slopes, except near channel bottom as shown in Detail 1.
Allowable 2 feet overdepth set by task order.
Gaps in stationing are transitions between sections.
1.
2.
3.
4.
-10
-20
-30
-40
-50 400 300 200 100 0 400300200100
VERTICAL SCALE: 1"= 10’
HORIZONTAL SCALE: 1"= 100’
- 4
A
C
- 4
B
- 4
HORIZONTAL SCALE: 1"= 100’
VERTICAL SCALE: 1"= 10’
HORIZONTAL SCALE: 1"= 50’
VERTICAL SCALE: 1"= 10’
-50
-40
-10
-30
-20
-20
-50
-40
-30
300 200 100 0
-10
Center Line of Channel
C L
Overdepth
500600700800 700 800600500400300200100
Existing Groundline
Required Dredging4
Center Line of Channel
Center Line L C of Channel
400’ Bottom Width, Required Depth = 35’
200’
4 4
1TYPICAL
Overdepth
NOT TO SCALE
DETAIL
35’ depth
Required Dredging
Overdepth
NOT TO SCALE
DETAIL
Channel Limits
35’ depth
SEE NOTE 2.
Varies
250’ Width on curves: Required Depth = 35’
600’ Bottom Width, Required Depth = 35’
Overdepth
Required Dredging
Existing Groundline1
4 4
400800 700 500600 300 200 100 0 300200100 400 500 600 700 800
200’/225’ Width on tangents: Required Depth = 35’
4 4
300’
TYPICAL
125’
Existing Groundline
Required Dredging
Existing
Groundline
TYPICAL SECTION STOCKTON - STA 231+50 TO STA 794+62
overdepth
1’ to 2’ Allowable
1’ to 2’ Allowable
TYPICAL SECTION STOCKTON - STA 794+62 TO STA 1329+76
1’ to 2’ Allowable
TYPICAL SECTION STOCKTON - STA 1329+76 TO STA 2051+00
1’ to 2’ Allowable
1’ to 2’ Allowable
Sounding Datum
Sounding Datum
Sounding Datum
4,5 4
4,5 4
S T
O C
K T
O N
D E
E P
W A
T E
R S
H I P
C H
A N
N E
L
C R
O S
S S
E C
T I O
N S
A N
D D
E T
A I L
S
Sheet 5 of 6
P l o t s c a l o t d a t s i g n f i l e n o
D r a w i n g
C o d e
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S O
F E
N G
I N
E E
R S
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
S u b m i t t
R e v i e w
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
R e v
S y m b o l
D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A p p r o v e d
D a t e
S A
C R
A M
E N
T O
D I S
T R
I C
T
I N
H
O U
S E
D E
S I G
N
J S
T R
E E
T
S A
C R
A M
E N
T O
A
B
C
4 3 2 1
N
O V
8.1.2 \\gold\PLOT DATE: 25-NOV-2008 PLOT TIME: 15:34
Sheet
D E
E P
W A
T E
R S
H I P
C H
A N
N E
L S
S A
C R
A M
E N
T O
S
T O
C K
T O
N C
A L
I F
O R
N I A
M
B o e d t k e r
T .L
M B
O E
D T
K E
R
R I C
H A
R D
T O
R B
I K
C H
I E
F C
I V
E N
G R
D E
S S
E C
B
M A
R x x x F i l e n a m e
F i l e n a m
50’40’20’10’ 0 5’
1"= 10’-0"
GRAPHIC SCALES
30’
500’
1"= 100’-0"
100’ 0 50’ 200’ 300’ 400’
TYPICAL SECTION SACRAMENTO - STA 0+00 TO STA 892+58
400500600
HORIZONTAL SCALE: 1"= 100’
400’ Width on Curves: Required Depth = 30’
300’ Width on Tangents: Required Depth = 30’
VERTICAL SCALE: 1"= 10’
200 0 200100 300
- 5
F
Overdepth
Required Dredging
Existing Groundline 5 4
125’ of Channel
Center Line C L
600100300 -50
-40
-30
-20
-10
200’ Width on Tangents & Curves: Required Depth = 30’
TYPICAL SECTION SACRAMENTO - STA 892+58 TO STA 2256+95
-30
-40
-50 600 500 400 300
-10
-20
HORIZONTAL SCALE: 1"= 100’
VERTICAL SCALE: 1"= 10’
100200 0 100 200 500300 400
Overdepth
- 5
G of Channel
Center Line
100’
L C
Required Dredging
Existing Groundline
250’ Width on Curves: Required Depth = 30’
Centerline for curves in the Sacramento DWSC are offset 150’/250’
(3)
(5)(4)
(4)
(5) Required Depth is 35’ between
Sta. 1850+00 and Sta. 2256+95
-10
-20
-30
-40
-50
E
- 5
D
- 5
TYPICAL SECTION STOCKTON - STA 2070+68 TO STA 2082+86
TYPICAL SECTION STOCKTON - STA 2087+86 TO STA 2110+31
HORIZONTAL SCALE: 1"= 100’
VERTICAL SCALE: 1"= 10’
HORIZONTAL SCALE: 1"= 100’
VERTICAL SCALE: 1"= 10’
-50
-40
400 300 200 100 0 100
-10
-30
-20
200 300 400
Center Line of Channel
C L
VARIES
125’
Overdepth 250’ Width on Curves; Required Depth = 35’
Center Line L C of Channel
125’
2 2
5 4
5 4
ROUGH AND READY ISLAND
PORT OF STOCKTON
200’ Width on Tangents; Required Depth = 35’
1V:2H - STA 2104+50 TO STA 2166+00
1V:3H - STA 2083+00 TO STA 2104+50
250’ Width on curves: Required Depth = 35’
500 600 700 800500600700800
400800 700 500600 300 200 100 0 200100 300 400 500 600 700
225’ Width on Tangents: Required Depth = 35’
Dredging to 40’ depth will be performed
ONLY if authorized by task order.
Overdepth
(1)
(1)
(2)
(2)
Width varies: Depth at 40’
Existing Groundline
DETAIL
DETAIL
DETAIL
NOTES:
1’ to 2’ Allowable
1’ to 2’ Allowable
1’ to 2 ’ Allowable
1’ to 2’ Allowable
(3)
Channel Width of 250’ on curves begins with curve at Sta. 1876+96
Sounding Datum Sounding Datum
Sounding Datum
Sounding Datum
Required
Dredging
The sounding datum line is the line from which the authorized depth is computed. Sounding datum line is approximately equal to mean low, low water.
No overdepth allowed on side slopes, except near channel bottom as shown on Detail 1 on Sheet 4.
Allowable 2 feet overdepth set by task order.
Gaps in stationing are transitions between sections.
1.
2.
3.
4.
Sheet 6 of 6
S T
O C
K T
O N
S
A C
R A
M E
N T
O
D E
E P
W A
T E
R S
H I P
C H
A N
N E
L S
C R
O S
S S
E C
T I O
N S
D
E T
A I L
S P l o t s c a l o t d a t s i g n f i l e n o
D r a w i n g
C o d e
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S O
F E
N G
I N
E E
R S
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
S u b m i t t
R e v i e w
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
R e v
S y m b o l
D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A p p r o v e d
D a t e
S A
C R
A M
E N
T O
D I S
T R
I C
T
I N
H
O U
S E
D E
S I G
N
J S
T R
E E
T
S A
C R
A M
E N
T O
A
B
C
4 3 2 1
N
O V
8.1.2 \\gold\PLOT DATE: 25-NOV-2008 PLOT TIME: 15:34
Sheet
D E
E P
W A
T E
R S
H I P
C H
A N
N E
L S
S A
C R
A M
E N
T O
S
T O
C K
T O
N C
A L
I F
O R
N I A
M
B o e d t k e r
T .L
M B
O E
D T
K E
R
R I C
H A
R D
T O
R B
I K
C H
I E
F C
I V
E N
G R
D E
S S
E C
B
M A
R x x x F i l e n a m e
F i l e n a m
| 51-06-1302TitleSheet1 |
| 51-06-1302LocMapSheet2 |
| 51-06-1302DisSiteSheet3 |
| 51-06-1302DisSiteSheet4 |
| 51-06-1302XSectionStkSheet5 |
| 51-06-1302XSectionStkSheet6 |
File details come from the government source that posted it. Updated .