B08 SIP (AM-04) Kaufman_Borrow_Staging_Reach-A_20210728.pdf
PDF 43 MB Posted
- Attached to
- Natomas Reach A Levee Repairs
- Solicitation number
- W9123821B0012
About this file
This document provides details on a federal solicitation for levee repairs. The Natomas Reach A Levee Repairs Invitation for Bid (IFB) W9123821B0012 seeks bids for repair work on the Natomas Reach A levee. Bids are due on August 16, 2021 at 1:00PM PST. A site visit will be held on July 8, 2021 at 10:00am PST. While most IFB attachments can be found on SAM, Attachments 1 and 7 containing plans and geotechnical data cannot be uploaded and must be requested from the Contract Administrator and Contracting Officer via email. The work is being conducted by the Department of the Army Corps of Engineers Engineering District Sacramento.
View the file
Other files
Show all 38
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
L12
C1
L1 L2
C2 L4 C3 L6
C4 C5
L10
L11
C6
L16L17
L8
4:1
4:
1 4:
4:1
4:
4:1
4:1
4:1
L1
C71+
2+
5+
7+
+0
+5
15+00 17+50 20+00 22+50 25+00
+5
+0
+5
+0
+5
40+00
42+50
45+00
47+50
50+00
52+50
55+00
57+50
60+00
62+50
+0
67+50
70+0072+5075+0077+5080+0082+5085+0087+5090+00
G-800
KA
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
SH
EE
T
LA
YO
U
T
AN
D G
R
AD
IN
G
N O
TE
S
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
APN 35-160-006
APN 35-150-006
APN 35-150-005
APN 35-150-007
HINTZ
VAN DYKE
SAFCA
SAFCA
APN 35-160-038
RD 1000
SCALE: 1" = 200'
200' 100' 0 200' 400'
STABILIZED
CONSTRUCTION
ENTRANCE
BORROW SITE FIELD
ACCESS RAMP
PROPERTY LINE AND
LIMIT OF WORK (E) PGCC WEST
LEVEE
TOP OF BORROW
ELEV = 32.2
TOP OF BORROW
ELEV = 33.0-34.0
CONTRACTOR TO VERIFY EARTHWORK QUANTITIES.
QUANTITIES ASSUME AVERAGE CUT OF 5' FT
AND 0.5' FT STRIPPED SURFACE.
1.
2.
REACH E
NATOM
AS ROAD
LINE TABLE
LINE #
L1
L2
L4
L6
L8
L10
L11
L12
L14
L16
L17
LENGTH
527.67'
700.44'
1219.96'
1292.43'
180.08'
400.29'
855.47'
1267.74'
260.03'
1295.23'
1224.01'
DIRECTION
N00°37'14"W
N00°30'05"W
N88°34'38"E
N00°46'47"W
N88°31'45"E
S26°39'18"E
S26°09'13"E
S26°09'13"E
S00°46'22"E
S88°10'45"W
S88°32'38"W
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
LENGTH
47.56'
38.87'
15.60'
38.97'
28.28'
11.07'
38.81'
RADIUS
30.00'
25.00'
10.00'
25.00'
25.00'
25.00'
25.00'
DELTA
90°50'09"
89°04'43"
89°21'25"
89°18'31"
64°48'58"
25°22'52"
88°57'06"
ACCESS ROAD - LINE AND CURVE TABLE
KAUFMAN SITE
CONTROL LINE
TOE OF
BORROW SITE
300'
PLEASANT GROVE CREEK CANAL
TOE OF
BORROW SITE
KAUFMAN SITE
CONTROL LINE
PROPERTY LINE AND
LIMIT OF WORK
25'
TOP OF BORROW
ELEV = 33.0-34.0
TOP OF BORROW
ELEV = 33.9-34.5
BORROW
AREA LIMITS
APN 35-170-029
JOHNSON
APN 35-220-029
ODYSSEUS FARMS
APN 35-220-027
ODYSSEUS FARMS
APN 35-170-091
SORENSON
APN 35-170-089
SORENSON
BORROW SITE
TOP OF SLOPE
ELEV 32.2-33.5
LIMIT OF WORKSANKEY ROAD
GRADING NOTES:
ALL DISTURBED AREAS SHALL BE SHAPED BACK TO RICE FARMING
CONDITIONS.
THE EXCAVATION ELEVATIONS SHOWN ON GRADING SHEETS G-801 TO
G-807 ARE THE SITE ELEVATIONS BEFORE RE-SPREADING THE STRIPPED
SURFACE LAYER OF EARTHEN MATERIALS.
SEE TEST PIT LOGS SHEETS G-811 TO G-829 FOR DESCRIPTION OF
SUBSURFACE SOIL.
AFTER COMPLETION OF BORROW OPERATIONS, CONTRACTOR SHALL
CONSTRUCT ROADS AS SHOWN ON PLANS ADJACENT TO EXCAVATION
LIMITS. CONTRACTOR SHALL RE-GRADE FIELD TO MATCH ELEVATION OF
ADJACENT RICE FIELDS. SEE GRADING SHEETS G-801 TO G-807.
THE EXISTING RICE FIELD MUST BE DEWATERED AND ALLOWED TIME TO
DRY FOR AT LEAST 15 DAYS PRIOR TO GRADING. 15 DAY PERIOD IS THE
ESTIMATED TIME FOR GIANT GARTER SNAKES TO LEAVE AREA.
CONTRACTOR MUST OBTAIN THE CONSENT OF THE PROJECT MANAGER
PRIOR TO START OF GRADING.
DEWATERING OF SITE SHALL BE IN CONFORMANCE WITH FEDERAL,
STATE, AND LOCAL REQUIREMENTS.
THROUGHOUT THE CONTRACT PERIOD, INCLUDING THE MAINTENANCE
PERIOD, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL
ENVIRONMENTAL AVOIDANCE AND PROTECTION MEASURES
PRESCRIBED ON THE DRAWINGS AND IN THE SPECIFICATIONS.
CONDUCT EXCAVATION IN A PROGRESSIVE MANNER SUCH THAT BORROW
SITE IS UNIFORMLY GRADED FROM SOUTHWEST TO NORTHEAST AND
POSITIVE DRAINAGE IS MAINTAINED.
CONTRACTOR SHALL SUBMIT A DETAILED BORROW UTILIZATION PLAN
TO PROJECT MANAGER FOR APPROVAL.
CONTRACTOR MAY OVER EXCAVATE EMBANKMENT-QUALITY BORROW
AREAS AND GRADE NON-SPEC MATERIAL INTO THE OVER-EXCAVATED
AREAS SO LONG AS THE CONTRACTOR COMPLIES WITH FINISH GRADING
PLAN.
STAGING
AREA
PROPERTY LINE AND
LIMIT OF WORK
TOE OF
BORROW SITE
PROPERTY LINE AND
LIMIT OF WORK
25'
50'
REACH F
KAUFMAN BORROW SITE NEEDS
(SHARED AREA)
A
USACE/ SAFCA NATOMAS BASIN PROJECT
BORROW AVAILABLE
(C/Y)
541,900
FOR USE (C/Y)
B
H
340,000 C/Y
51,000 C/Y
30,000 C/Y
30,000 C/Y
451,000 C/Y TOTAL
CONSTRUCTION START
FY22 - 24
FY22
FY22
FY21
E
REACH REACH
(NON-SHARED AREA)
VOLUME AVAILABLE
AVAILABLE BORROW IN SHARED AREA
NET0.5'FT STRIPPED SURFACE
(C/Y) (C/Y)
REACH B / REACH H TAKE
(C/Y)
53,500 81,000 407,400
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-800_SHT-LAYOUT_KBS.dwg Last Saved: Sat, 24 Jul 2021 - 6:10pm
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
(P) 12" DISCHARGE
PUMP RISER
(E) 12" CMP AND
ROADSDE DITCH
REACH E
STAGING AREA
REACH A
2022- 24
REACH H
REACH B
REACH E
(P) PUMP STATION
ACCESS RAMP
(P) PUMP STATION
AND WET WELL
(P) 18" INLET
WITH FES
1+
2+
3+
4+
5+
6+
7+
8+
84+00 85+00
86+0087+0088+0089+0090+00 91+00
G-801
KA
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
G R
AD
IN
G A
N D
S
IT
E
PL
AN
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SANKEY ROAD
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-801_SP-01_KBS.dwg Last Saved: Sat, 24 Jul 2021 - 1:54pm
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
APN 35-150-006
APN 35-150-007
HINTZ
SAFCA
SCALE: 1" = 50'
50' 25' 0 50' 100'
KEY MAP
SCALE: 1"=500'
SHEET NOTES:
G-802
PLEASANT G
RO
VE CREEK CANAL
SANKEY ROAD
TOE OF
BORROW SITE
FOR CONTROL LINE AND CURVE TABLES, SEE DWG G-800.
M
AT
C H
L
IN
E (S
H
EE
T
G -8
MATCH LINE (SHEET )G-802
PROPERTY LINE
4:
8'
NATO
M
AS RO
AD
PROPERTY LINE
5'
4:1
(E) POWER POLE
PROTECT IN PLACE
(E) POWER POLE
PROTECT IN PLACE
(E) POWER POLE
PROTECT IN PLACE
APN 35-220-029
ODYSSEUS FARMS
5'
TOE OF
BORROW SITE
TOP OF BORROW SITE
CONTROL LINE
SEE SHEET NOTE 1
STA 1+00 BEGIN TOP OF
BORROW SITE CONTROL LINE
NORTHING= 2046364.37
EASTING= 6701039.68
STA 91+99 END TOP OF
BORROW SITE CONTROL LINE
G-802
G-801 G-806
PLEASANT G
RO
VE CREEK CANAL
NATO
M
AS RO
AD
G-805
G-804
G-803
G-807
M
AT
C H
L
IN
E (S
H
-8
50'
4:
(P) 18" STORM DRAIN
INLET AND FLARED
END SECTION
INV= 27.2
FOR GRADING NOTES, SEE DWG G-800.
4:1
LIMIT OF WORK
50'
CONSTRUCTION NOTES:
CONSTRUCT 18" PVC INLET AND FLARED END SECTION PER CALTRANS
STANDARD DWG D94B, SEE DETAIL 1 SHEET G-811.
GRADE TO TOP OF EXISTING ROADSIDE DITCH, PROTECT IN PLACE ALL
EXISTING UTILITIES.
CONDUCT EXCAVATION IN A PROGRESSIVE MANNER SUCH THAT BORROW
SITE IS UNIFORMLY GRADED FROM SOUTHWEST TO NORTHEAST AND
POSITIVE DRAINAGE IS MAINTAINED TO 12" INLET.
TOP OF BORROW SITE
CONTROL LINE
SEE SHEET NOTE 1
(P) PUMP STATION
ACCESS RAMP
(P) PUMP STATION
AND WET WELL
(E) ROADSIDE
DITCH
SMOOTH EXISTING GROUND ON ACCESS ROAD FROM TOP OF BORROW SITE
TO LIMIT OF WORK. MAINTAIN 2% MINIMUM SLOPE.
CONSTRUCT 6' DIAMETER WET WELL, SEE DETAIL 1 SHT G-811.
CONSTRUCT 60'X40' PUMP STATION PAD WITH 6" CL II AGGREGATE BASE,
SEE DETAIL 2 SHT G-811.
CONSTRUCT 20' WIDE PUMP STATION PAD ACCESS
WITH 6" CL II AGGREGATE BASE, SEE DETAIL 2 SHT G-811.
GRADE (E) ROADSIDE DITCH TO RSP AT ELEV 31.00.
SEE DETAIL 2 SHT G-811.
(E) ROADSIDE DITCH AND
(E) 12" CMP DRAIN PIPE
PROPERTY LINE
LIMIT OF WORK
MATCH (E) GROUND
PROPERTY LINE
LIMIT OF WORK
MATCH (E) GROUND
45'
45'
LIMIT OF WORK
8'
LIMIT OF WORK
REACH A
BORROW
REACH H
BORROW
REACH B
BORROW
THE EXCAVATION ELEVATIONS SHOWN ARE THE SITE ELEVATIONS
BEFORE RE-SPREADING THE STRIPPED SURFACE LAYER OF
EARTHEN MATERIALS.
(P) 12" DISCHARGE
PUMP RISER
CONSTRUCT 12" STEEL PIPE PUMP DISCHARGE RISER,
ENBED 24" INTO 3'x3'x3' REINFORCED CONCRETE ANCHOR BLOCK, SEE DETAIL 1 SHEET G-811.
3:1
7+
8+
9+
+0
+0
+0
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
3:1
G-802
KA
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
G R
AD
IN
G A
N D
S
IT
E
PL
AN
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-802_SP-02_KBS.dwg Last Saved: Fri, 23 Jul 2021 - 4:50pm
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
SCALE: 1" = 50'
50' 25' 0 50' 100'
APN 35-150-005
VAN DYKE
KEY MAP
SCALE: 1"=500'
G-804
G-803 G-805
G-801 G-807 G-806
PLEASANT G
RO
VE CREEK CANAL
SANKEY ROAD
M
AT
C H
L
IN
E (S
H
-8
MATCH LINE (SHEET )G-801
NATO
M
AS RO
AD
APN 35-150-006
SAFCA
4:1
5'
4:
TOE OF
BORROW SITE
G-802
APN 35-150-007
HINTZ
4:
4:1
5'
TOE OF
BORROW SITE
50'
TOP OF BORROW SITE
CONTROL LINE
SEE SHEET NOTE 1
TOP OF BORROW SITE
CONTROL LINE
SEE SHEET NOTE 1
PROPERTY LINE
5'
50'
LIMIT OF WORK
MATCH (E) GROUND
45'
PROPERTY LINE
LIMIT OF WORK
MATCH (E) GROUND
PROPERTY LINE
LIMIT OF WORK
MATCH (E) GROUND
REACH A
BORROW
SHEET NOTES:
FOR CONTROL LINE AND CURVE TABLES, SEE DWG G-800.
FOR GRADING NOTES, SEE DWG G-800.
CONSTRUCTION NOTES:
CONDUCT EXCAVATION IN A PROGRESSIVE MANNER SUCH THAT BORROW
SITE IS UNIFORMLY GRADED FROM SOUTHWEST TO NORTHEAST AND
POSITIVE DRAINAGE IS MAINTAINED TO 12" INLET.
SMOOTH EXISTING GROUND ON ACCESS ROAD FROM TOP OF BORROW SITE
TO LIMIT OF WORK. MAINTAIN 2% MINIMUM SLOPE.
THE EXCAVATION ELEVATIONS SHOWN ARE THE SITE ELEVATIONS
BEFORE RE-SPREADING THE STRIPPED SURFACE LAYER OF
EARTHEN MATERIALS.
45'
APN 35-150-006
SAFCA
APN 35-160-006
SAFCA
21+00 22+00 23+00 24+00 25+00
+0
+0
+0
+0
+0
49+00
50+00
51+00
G-803
KA
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E -R
EA
C
H A
G R
AD
IN
G A
N D
S
IT
E
PL
AN
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-803_SP-03_KBS.dwg Last Saved: Fri, 23 Jul 2021 - 4:51pm
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
SCALE: 1" = 50'
50' 25' 0 50' 100'
APN 35-150-005
VAN DYKE
KEY MAP
SCALE: 1"=500'
G-804
G-805
G-802
G-801 G-807 G-806
PLEASANT G
RO
VE CREEK CANAL
SANKEY ROAD
M
AT
C H
L
IN
E (S
H
-8
MATCH LINE (SHEET )G-807
NATO
M
AS RO
AD
MATCH LINE (SHEET )G-804
M
AT
C H
L
IN
E (S
H
-8
G-803
PROPERTY
LINE
TOE OF
BORROW SITE
4:
4:1
TOP OF BORROW SITE
CONTROL LINE
SEE SHEET NOTE 1
TOP OF BORROW SITE
CONTROL LINE
SEE SHEET NOTE 1
STAGING AREA
LIMITS
300'
TOP OF
BORROW
AREA LIMITS
TOE OF
BORROW SITE
50'
KAUFMAN REACH E
STAGING AREA
25' BUFFER
25' BORROW LIMITS
ACCESS ROAD
PROPERTY LINE
5'
50'
LIMIT OF WORK
MATCH (E) GROUND
45'
5'
PROPERTY LINE
LIMIT OF WORK
MATCH (E) GROUND
REACH A
BORROW
SHEET NOTES:
FOR CONTROL LINE AND CURVE TABLES, SEE DWG G-800.
FOR GRADING NOTES, SEE DWG G-800.
CONSTRUCTION NOTES:
CONDUCT EXCAVATION IN A PROGRESSIVE MANNER SUCH THAT BORROW
SITE IS UNIFORMLY GRADED FROM SOUTHWEST TO NORTHEAST AND
POSITIVE DRAINAGE IS MAINTAINED TO 12" INLET.
SMOOTH EXISTING GROUND ON ACCESS ROAD FROM TOP OF BORROW SITE
TO LIMIT OF WORK. MAINTAIN 2% MINIMUM SLOPE.
THE EXCAVATION ELEVATIONS SHOWN ARE THE SITE ELEVATIONS
BEFORE RE-SPREADING THE STRIPPED SURFACE LAYER OF
EARTHEN MATERIALS.
4:1 4:1
4:1
4:1
MATCH (E) GROUND
GRADE 25' ACCESS ROAD FROM TOP OF BORROW SITE TO BUFFER LIMIT OF
STAGING AREA. MAINTAIN 2% MINIMUM SLOPE.
25' BORROW LIMITS
ACCESS ROAD
MATCH (E) GROUND
TOE OF
BORROW SITE
+0
+0
+0
+0
+0
+0
+0
+0
+0
39+00
40+00
41+00
42+00
43+00
44+00
45+00
46+00
47+00
48+00
49+00
SANKEY ROAD
G-804
KA
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
G R
AD
IN
G A
N D
S
IT
E
PL
AN
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-804_SP-04_KBS.dwg Last Saved: Fri, 23 Jul 2021 - 11:10pm
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
SCALE: 1" = 50'
50' 25' 0 50' 100'
APN 35-160-006
APN 35-150-005
VAN DYKE
SAFCA
KEY MAP
SCALE: 1"=500'
G-805
G-802
G-801 G-807 G-806
SANKEY ROAD
MATCH LINE (SHEET )G-803
NATO
M
AS RO
AD
G-803
G-804
PLEASANT G
RO
VE CREEK CANAL
ACQUISITION ESMT AND
LIMIT OF WORK
PLEASANT G
RO
VE CREEK CANAL
PROPERTY LINE
(E) PGCC WEST
LEVEE
ACQUISITION
EASEMENT
NATOMAS ROAD
ALIGNMENT
EXISTING
AGRICULTURAL
WELL
5'
50'
BORROW SITE
CONTROL LINE
SEE SHEET NOTE 1
NATOMAS ROAD
ALIGNMENT
PROPERTY LINE AND
LIMIT OF WORK
5'
4:1
4:1
REACH E
STAGING AREA
LIMITS
300'
TOP OF BORROW
AREA LIMITS
TOE OF
BORROW SITE
50'
KAUFMAN REACH E
STAGING AREA
25' BUFFER
50'
150'
NATO
M
AS RO
AD
PROPERTY LINE
5'
50'
LIMIT OF WORK
MATCH (E) GROUND
REACH A
BORROW
SHEET NOTES:
FOR CONTROL LINE AND CURVE TABLES, SEE DWG G-800.
FOR GRADING NOTES, SEE DWG G-800.
CONSTRUCTION NOTES:
CONDUCT EXCAVATION IN A PROGRESSIVE MANNER SUCH THAT BORROW
SITE IS UNIFORMLY GRADED FROM SOUTHWEST TO NORTHEAST AND
POSITIVE DRAINAGE IS MAINTAINED TO 12" INLET.
SMOOTH EXISTING GROUND ON ACCESS ROAD FROM TOP OF BORROW SITE
TO LIMIT OF WORK. MAINTAIN 2% MINIMUM SLOPE.
THE EXCAVATION ELEVATIONS SHOWN ARE THE SITE ELEVATIONS
BEFORE RE-SPREADING THE STRIPPED SURFACE LAYER OF
EARTHEN MATERIALS.
MATCH (E) GROUND
GRADE 25' ACCESS ROAD FROM TOP OF BORROW SITE TO BUFFER LIMIT OF
STAGING AREA. MAINTAIN 2% MINIMUM SLOPE.
25' BORROW LIMITS
ACCESS ROAD
48+00
49+00
50+00
51+00
52+00
53+00
54+00
55+00
56+00
57+00
58+00
SANKEY ROAD
G-805
KA
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
G R
AD
IN
G A
N D
S
IT
E
PL
AN
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-805_SP-05_KBS.dwg Last Saved: Fri, 23 Jul 2021 - 10:15pm
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
SCALE: 1" = 50'
50' 25' 0 50' 100'
APN 35-160-006
SAFCA
KEY MAP
SCALE: 1"=500'
G-802
G-801 G-807 G-806
SANKEY ROAD
M
AT
C H
L
IN
E (S
H
-8
MATCH LINE (SHEET )G-806
NATO
M
AS RO
AD
MATCH LINE (SHEET )G-804
G-803
G-804
PLEASANT G
RO
VE CREEK CANAL
PLEASANT G
RO
VE CREEK CANAL
PROPERTY LINE
(E) PGCC WEST
LEVEE
G-805
NATOMAS ROAD
ALIGNMENT
ACQUISITION ESMT AND
LIMIT OF WORK
4:1
4:1
ACQUISITION
EASEMENT
NATOMAS ROAD
ALIGNMENT
REACH E
STAGING AREA
LIMITS
300'
TOP OF
BORROW
AREA LIMITS
50'
25' BUFFER
150'
KAUFMAN REACH E
STAGING AREA
REACH E
BORROW
REACH A
BORROW
SHEET NOTES:
FOR CONTROL LINE AND CURVE TABLES, SEE DWG G-800.
FOR GRADING NOTES, SEE DWG G-800.
CONSTRUCTION NOTES:
CONDUCT EXCAVATION IN A PROGRESSIVE MANNER SUCH THAT BORROW
SITE IS UNIFORMLY GRADED FROM SOUTHWEST TO NORTHEAST AND
POSITIVE DRAINAGE IS MAINTAINED TO 12" INLET.
THE EXCAVATION ELEVATIONS SHOWN ARE THE SITE ELEVATIONS
BEFORE RE-SPREADING THE STRIPPED SURFACE LAYER OF
EARTHEN MATERIALS.
KAUFMAN REACH E
STAGING AREA
25' BORROW LIMITS
ACCESS ROAD
GRADE 25' ACCESS ROAD FROM TOP OF BORROW SITE TO BUFFER LIMIT OF
STAGING AREA. MAINTAIN 2% MINIMUM SLOPE.
MATCH (E) GROUND
TOE OF
BORROW SITE
NATO
M
AS RO
AD
KAUFMAN SITE
CONTROL LINE
SEE SHEET NOTE 1
(E) POWER POLE
PROTECT IN PLACE
(E) POWER POLE
PROTECT IN PLACE(E) POWER POLE
PROTECT IN PLACE(E) POWER POLE
PROTECT IN PLACE
(E) POWER POLE
PROTECT IN PLACE
SANKEY ROAD
PROPERTY LINE
59+00
60+00
61+00
62+00
63+00
64+00
+0
+0
+0
68+0069+0070+0071+0072+0073+00
SANKEY ROAD
G-806
KA
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
G R
AD
IN
G A
N D
S
IT
E
PL
AN
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-806_SP-06_KBS.dwg Last Saved: Sat, 24 Jul 2021 - 1:11pm
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
APN 35-160-038
RD 1000
SCALE: 1" = 50'
50' 25' 0 50' 100'
APN 35-160-006
SAFCA KEY MAP
SCALE: 1"=500'
G-802
G-801 G-807
SANKEY ROAD
M
AT
C H
L
IN
E (S
H
-8
NATO
M
AS RO
AD
MATCH LINE (SHEET )G-805
G-803
G-804
PLEASANT G
RO
VE CREEK CANAL
NATO
M
AS RO
AD
PLEASANT G
RO
VE CREEK CANAL
PROPERTY LINE
(E) PGCC WEST
LEVEE
ACQUISITION
EASEMENT
G-805
G-806
PROPERTY LINE
AND LIMIT OF WORK
STABILIZED
CONSTRUCTION
ENTRANCE
KAUFMAN BORROW SITE
FIELD ACCESS RAMP
LIMIT OF WORK
NATOMAS ROAD
ALIGNMENT
50'
TOE OF
BORROW SITE
150'
ACQUISITION ESMT AND
LIMIT OF WORK
50'
TOP OF BORROW SITE
CONTROL LINE
TOE OF
BORROW SITE
8'50
4:1
4:1
4:1
4:
REACH A
BORROW
REACH E
BORROW
SHEET NOTES:
FOR CONTROL LINE AND CURVE TABLES, SEE DWG G-800.
FOR GRADING NOTES, SEE DWG G-800.
CONSTRUCTION NOTES:
GRADE TO TOP OF EXISTING ROADSIDE DITCH, PROTECT IN PLACE ALL
EXISTING UTILITIES.
CONDUCT EXCAVATION IN A PROGRESSIVE MANNER SUCH THAT BORROW
SITE IS UNIFORMLY GRADED FROM SOUTHWEST TO NORTHEAST AND
POSITIVE DRAINAGE IS MAINTAINED TO 12" INLET.
SMOOTH EXISTING GROUND ON ACCESS ROAD FROM TOP OF BORROW SITE
TO LIMIT OF WORK. MAINTAIN 2% MINIMUM SLOPE.
THE EXCAVATION ELEVATIONS SHOWN ARE THE SITE ELEVATIONS
BEFORE RE-SPREADING THE STRIPPED SURFACE LAYER OF
EARTHEN MATERIALS.
CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE,
SEE DETAIL 8 SHEET G-810.
CONSTRUCT 15' BORROW SITE ACCESS RAMP, SEE DETAIL 7 SHT G-810.
4:1
TOP OF BORROW
AREA LIMITS
TOE OF
BORROW SITE
25' BUFFER
MATCH (E) GROUND
GRADE 25' ACCESS ROAD FROM TOP OF BORROW SITE TO BUFFER LIMIT OF
STAGING AREA. MAINTAIN 2% MINIMUM SLOPE.
4:1
KAUFMAN SITE
CONTROL LINE
SEE SHEET NOTE 1
25' BORROW LIMITS
ACCESS ROAD
REACH E
STAGING AREA
REACH E
BORROW/ STAGING AREA
LIMITS
300'
50'
150'
74+00 75+00
76+0077+0078+0079+0080+0081+00 82+0083+00
84+00
(E) POWER POLE
PROTECT IN PLACE
(E) POWER POLE
PROTECT IN PLACE
4+89.57 PC4+89.57 PT5+40.17 PC5+40.21 PT5+89.94 PC5+90.32 PT
12+61.01 PC
+7
6.
P T
+7
1.
P C
25+49.92 PT
38+17.65 PC
+3
3.
P T
+6
4.
P C
39+75.85 PT
64+69.96 PC
64+78.82 PT
66+93.02 PC
+2
4.
P T
+5
9.
P C
G-807
KA
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
G R
AD
IN
G A
N D
S
IT
E
PL
AN
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SANKEY ROAD
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-807_SP-07_KBS.dwg Last Saved: Fri, 23 Jul 2021 - 10:14pm
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
APN 35-150-006 APN 35-160-006
SAFCASAFCA
SCALE: 1" = 50'
50' 25' 0 50' 100'
KEY MAP
SCALE: 1"=500'
G-804
G-803 G-805
G-802
G-801 G-807 G-806
PLEASANT G
RO
VE CREEK CANAL
SANKEY ROAD
M
AT
C H
L
IN
E (S
H
-8
MATCH LINE (SHEET )G-803
PROPERTY LINE
NATO
M
AS RO
AD
LIMIT OF WORK
M
AT
C H
L
IN
E (S
H
-8
(E) POWER POLE
PROTECT IN PLACE(E) 12" CMP CULVERT
PROTECT IN PLACE
(E) POWER POLE
PROTECT IN PLACE16" CONC. PIPE
PROTECT IN PLACE
PROPERTY LINE
4:
1 4:
TOP OF BORROW SITE
CONTROL LINE
TOE OF
BORROW SITE
REACH B
BORROW
REACH A
BORROW
SHEET NOTES:
FOR CONTROL LINE AND CURVE TABLES, SEE DWG G-800.
FOR GRADING NOTES, SEE DWG G-800.
CONSTRUCTION NOTES:
GRADE TO TOP OF EXISTING ROADSIDE DITCH, PROTECT IN PLACE ALL
EXISTING UTILITIES.
CONDUCT EXCAVATION IN A PROGRESSIVE MANNER SUCH THAT BORROW
SITE IS UNIFORMLY GRADED FROM SOUTHWEST TO NORTHEAST AND
POSITIVE DRAINAGE IS MAINTAINED TO 12" INLET.
SMOOTH EXISTING GROUND ON ACCESS ROAD FROM TOP OF BORROW SITE
TO LIMIT OF WORK. MAINTAIN 2% MINIMUM SLOPE.
THE EXCAVATION ELEVATIONS SHOWN ARE THE SITE ELEVATIONS
BEFORE RE-SPREADING THE STRIPPED SURFACE LAYER OF
EARTHEN MATERIALS.
8'
G-808
KA
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
G R
AD
IN
G S
EC
TI
O N
W
ES
T
TO
E
AS
T
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-808_GRD_SEC-01_KBS.dwg Last Saved: Thu, 22 Jul 2021 - 1:06pm
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
GRADING SECTION A
(E) GROUND
(P) GRADE
TOP OF BORROW SITE
SEE PLAN SHEETS
2%
4:1
TOE OF BORROW SITE
SEE PLAN SHEETS
M
AT
C H
L
IN
E (S
EE
T
H
IS
S H
EE
T
BE
LO
W
M
AT
C H
L
IN
E (S
EE
T
H
IS
S H
EE
T
AB
O
VE
5'
(E) GROUND
4:
TOE OF BORROW SITE
SEE SITE PLAN
50'
TOP OF BORROW SITE
SEE SITE PLAN
PROPERTY LINE
(LIMIT OF WORK)
2%
VARIES 100' ACQUISITON EASEMENT
RD 1000 PROPERTY
5'
(P) TOP OF BORROW SITE
CONTROL LINE
25' 25'
TOP OF ACCESS ROAD
MATCH (E) GROUND
300'
REACH E STAGING AREA ACCESSBUFFER
REACH A
LIMITS
STAGING
LIMITS
SCALE: (H) 1"=40'
(V) 1"=4'
(E) GROUND
(P) GRADE
CONSTRUCTION NOTES:
CONTRACTOR TO EXCAVATE BORROW SITE
UNIFORMLY FROM SOUTHWEST TO NORTHEAST TO
MAINTAIN POSITIVE DRAINAGE.
GRADE SMOOTH EXISTING GROUND ON ACCESS
ROAD FROM TOP OF BORROW SITE TO LIMIT OF
WORK, MAINTAIN 2% MINIMUM SLOPE.
SEE SHEETS G-801 TO G-807 FOR ELEVATIONS.
VARIES VARIES TO 125' TO 2440'
5'
TOP OF ACCESS ROAD
MATCH (E) GROUND
45'
ACCESS
PROPERTY
LINE
(P) TOP OF
BORROW SITE
CONTROL LINE
50'
LIMIT OF WORK
G-809
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
G R
AD
IN
G S
EC
TI
O N
S
- N
O R
TH
T
O S
O U
TH
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-809_GRD_SEC-02_KBS.dwg Last Saved: Thu, 22 Jul 2021 - 4:22pm
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
(E) GROUND
(P) GRADE
(E) GROUND
(P) GRADE
CONSTRUCTION NOTES:
MATCH (E) GROUND AT
TOP OF (E) DITCH
PROPERTY
LINE
8'
SANKEY RD
(E) ROADSIDE DITCH
TO REMAIN
LIMIT OF WORK
LIMITS OF GRADING TO TOP OF EXISTING DITCH,
CONTRACTOR TO PROTECT IN PLACE ALL
EXISTING UTILITIES.
VARIES 1150' TO 2050'
CONTRACTOR TO EXCAVATE BORROW SITE
UNIFORMLY FROM SOUTHWEST TO NORTHEAST TO
MAINTAIN POSITIVE DRAINAGE.
VARIES VARIES TO 1150' TO 2050'
TOP OF BORROW SITE
SEE PLAN SHEETS
5'
TOP OF ACCESS ROAD
MATCH (E) GROUND
2%
45'
4:1
TOE OF BORROW SITE
SEE PLAN SHEETS
5'
M
AT
C H
L
IN
E
4:
TOE OF BORROW SITE
SEE PLAN SHEETS
42'
TOP OF BORROW SITE
SEE PLAN SHEETS
2%
VARIES
5'
(P) TOP OF
BORROW SITE
CONTROL LINE
SANKEY RD
CL
ACCESS
ACCESS
50'
PROPERTY
LINE
(P) TOP OF
BORROW SITE
CONTROL LINE
50'
LIMIT OF WORK
GRADE SMOOTH EXISTING GROUND ON ACCESS
ROAD FROM TOP OF BORROW SITE TO LIMIT OF
WORK, MAINTAIN 2% MINIMUM SLOPE.
SEE SHEETS G-801 TO G-807 FOR ELEVATIONS.
M
AT
C H
L
IN
E (S
EE
T
H
IS
S H
EE
T
BE
LO
W
(S
EE
T H
IS
S
H
EE
T
AB
O
VE
GRADING SECTION B
SCALE: (H) 1"=40'
(V) 1"=4'
+0
68+00
72+0073+00
G-810
KA
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
TY
PI
C
AL
D
ET
AI
LS
A N
D S
EC
TI
O N
S
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-810_DET-01_KBS.dwg Last Saved: Sat, 24 Jul 2021 - 1:05pm
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
LIMIT OF WORK
GRADE TO (E) GROUND
AT 2:1 SLOPE MINIMUM
40' WIDTH OR
AS REQUIRED
TO ACCOMMODATE
ANTICIPATED TRAFFIC
STABILIZED CONSTRUCTION ENTRANCE
SCALE: 1"=20' 8
SECTION C
(E) GROUND
" M
IN
CRUSHED AGGREGATE GREATER
THAN 3" BUT SMALLER THAN 6"
FILTER FABRIC
R=40'R=4 0'
MATCH (E) EP
SANKEY ROAD
SCALE: 1"=30'
(E) POWER POLE
AND TELEPHONE
BOX (PROTECT IN
PLACE)
PROPERTY LINE
LIMIT OF WORK
STAGING AREA LIMITS
SANKEY ROAD
ALIGNMENT
2:
1 2:1
FIELD ACCESS RAMP
SCALE: 1"=20' 7
TOP OF
BORROW SITE
TOE OF
BORROW SITE
4:
4:
4:
1 SECTION B
TOE OF BORROW SITE
6" M
IN
CRUSHED AGGREGATE GREATER
THAN 3" BUT SMALLER THAN 6"
FILTER FABRIC
SCALE: 1"=30'
WIDTH
AS SHOWN
15'
4:1
4:1
TOP OF
BORROW SITE28.2
28.2 28.2
28.3
R=40'R=4 0'
NOTE:
CONTRACTOR SHALL RESTORE EXISTING CONDITIONS
UPON COMPLETION OF CONSTRUCTION.
TYPICAL BORROW SITE SECTION
SCALE: 1"=20' 5
STA. 69+20 TO 91+67
4:
TOE OF
BORROW SITE
SEE PLAN
SHEETS
(E) GROUND
MATCH (E) GROUND AT
TOP OF (E) DITCH
(P) GRADE
(E) ROADSIDE DITCH
TO REMAIN
LIMIT OF
WORK
TOP OF BORROW SITE
SEE PLAN SHEETS
5'
(P) TOP OF BORROW SITE
CONTROL LINE
8'
50' SANKEY RD
CL
TYPICAL BORROW SITE SECTION
SCALE: 1"=20' 1
STA. 1+00 TO 32+00
(P) TOP OF BORROW SITE
CONTROL LINE
TOP OF BORROW SITE
SEE PLAN SHEETS
5'
TOP OF ACCESS ROAD
MATCH (E) GROUND
2% MIN
50'
4:1
TOE OF BORROW SITE
SEE PLAN SHEETS
5'
(E) GROUND
(P) GRADE
45'
ACCESS
PROPERTY
LINE
LIMIT OF WORK
42'
PROPERTY
LINE
ACCESS
NOTE:
PROTECT IN PLACE ALL EXISTING UTILITIES
ON SANKEY ROAD
2% MIN
TYPICAL BORROW SITE SECTION
SCALE: 1"=20' 2
STA. 32+00 TO 34+50
(E) GROUND
(P) TOP OF BORROW SITE
CONTROL LINE
5'
TOP OF ACCESS ROAD
MATCH (E) GROUND
50'
45'
ACCESS
PROPERTY
LINE
LIMIT OF WORK
VARIES
BORROW LIMITS ACCESS
25'
BUFFER
(P) GRADE
2% MIN
TYPICAL BORROW SITE SECTION
SCALE: 1"=20' 3
STA. 34+50 TO 39+80
(E) GROUND
(P) TOP OF BORROW SITE
CONTROL LINE
5'
TOP OF ACCESS ROAD
MATCH (E) GROUND
50'
45'
ACCESS
PROPERTY
LINE
LIMIT OF WORK
VARIES
BORROW LIMITS ACCESS
(P) GRADE
2% MIN
4:
TOE OF
BORROW SITE
SEE PLAN
SHEETS
(P) GRADE
5'
(E) GROUND
TOP OF BORROW SITE
SEE PLAN SHEETS
2% MIN
STAGING
LIMITS
25'
ACCESS
25'
BUFFER
STAGING AREA
BORROW
LIMITS
TOP OF
BORROW
TYPICAL BORROW SITE SECTION
SCALE: 1"=20' 6
BORROW LIMITS EAST SIDE
TOP OF ACCESS ROAD
MATCH (E) GROUND
TYPICAL BORROW SITE SECTION
SCALE: 1"=20' 4
STA. 39+80 TO 64+76
(E) GROUND
PROPERTY LINE
(LIMIT OF WORK)
150' ACQUISITON EASEMENT
STA. 64+76 TO 68+85
RD 1000 PROPERTY **
(P) TOP OF BORROW SITE
CONTROL LINE
50'300'
REACH E STAGING AREA
' A
C C
ES
S
R O
AD
8'
G-811
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
TY
PI
C
AL
D
ET
AI
LS
A N
D S
EC
TI
O N
S
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-811_DET-02_KBS.dwg Last Saved: Tue, 27 Jul 2021 - 10:54pm
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
SECTION B
(E) GROUND
" M
IN
CRUSHED AGGREGATE
GREATER THAN 3" BUT
SMALLER THAN 6"
FILTER FABRIC
INLET AND WET WELL 1 PUMP STATION PAD AND ACCESS RAMP
SCALE: 1"=10' 2
SANKEY ROAD
S A
N K
E Y
R O
A D
PLACE AS SHOWN
NO. 2 FACING ROCK
PER CALTRANS STD
SPECIFICATION 72-2.
REGRADE (E) ROADSIDE
DITCH TO (E) CMP OPENING
ELEV= 30.81±
(E) ROADSIDE DITCH
MATCH (E) DITCH FLOW
(E)FL 32.3±
(E)FL 30.8±
(E) 12" CMP
DRAIN PIPE
CONSTRUCT 34 LF
18" PVC STORM DRAIN PIPE
SANKEY ROAD
(E) DRAINAGE DITCH
(E) 12" CMP
4:1
PUMP STATION PAD
(P)GRADE
18" FES
INV=27.20
TOP OF BORROW SITE
FG=32.2
SANKEY ROAD
CENTERLINE
INV EL= 27.17
34 LF 18" PVC @ S=0.000
3'x3'x3' REINFORCED
CONCRETE ANCHOR BLOCK
2:1 2:1
LIMIT OF WORK
LIMIT OF WORK
PROPERTY LINE
PROPERTY LINE
LIMIT OF WORK
(E) GROUND
KAUFMAN
BORROW SITE
R=10'R=1 0'
MATCH (E) EP
ACCESS RAMP
(E)12" CMP
INV=30.8±
VERIFY
6' DIAMETER PRECAST
CONCRETE WET WELL
6' DIAMETER
WET WELL
NOTE:
CONTRACTOR SHALL RESTORE TO EXISTING
CONDITIONS UPON COMPLETION OF CONSTRUCTION.
CONSTRUCT 60'X40' PAD
WITH 6" CL II AB
PUMP STATION
PAD
EL= 23.00
PROPERTY LINE
FG 34.60 FG 35.00
6' DIAMETER PRECAST
CONCRETE WET WELL
PLACE AS SHOWN
NO. 2 FACING ROCK
PER CALTRANS STD
SPECIFICATION 72-2.
(E)12"CMP
PLACE RSP TO
TOP OF (E) DITCH
2:
(E) SANKEY ROAD
DRAINAGE DITCH
(SOUTHSIDE)
18.6''
SECTION A
SCALE: 1"=20'
SCALE: (H) 1"=10'
(V) 1"=5'
SCALE: 1"=30'
GRADE TO (E) GROUND
AT 2:1 SLOPE MINIMUM
10'
2:1
2:
(E) EP
SANKEY ROAD
ALIGNMENT
2:
1 2:1
20'
CONSTRUCT CONCRETE
FLARED END SECTION FOR
18" PVC PIPE, PER CALTRANS
STANDARD DWG D94B
6'-0"Ø PRECAST CONC WET WELL,
SEE NOTE 2,
TOC EL SEE DETAIL 1 THIS SHEET
FG EL= 23.00
4'-0" x 4'-0" CLR
ACCESS OPENING
SEE NOTE 1
SCALE: NTS
18" INLET
SEE DETAIL 1
THIS SHEET
18" INLET PIPE
INV EL= 27.17
FLEXIBLE PIPE-TO-M/H
CONNECTOR, KOR-N-SEAL
106/406 SERIES WEDGE
STYLE, OR EQ
18" PVC PIPE
1'-4"
1' -6
6"
2"
1'-0"
1. ACCESS HATCHES SHALL BE H-20 RATED AND OF ALUMINUM CONSTRUCTION, AND SHALL HAVE SIDE-BY-SIDE DOUBLE LEAF ACCESS DOORS WITH SECONDARY SAFETY GRATING. HATCH DOORS SHALL BE SPRING ASSIST OPENING, WITH STAINLESS STEEL HINGE PINS, HOLD-OPEN ARMS, EPDM DEBRIS GASKET, REMOVABLE LATCH, AND ALL HARDWARE NECESSARY FOR A COMPLETE INSTALLATION. HATCHES SHALL BE FLYGT "SAFE-HATCH", BILCO TYPE JD-xAL H20, OR
APPROVED EQUAL.
2. PROVIDE PRECAST CONCRETE WETWELL CONSISTING OF A REINFORCED CONCRETE FOUNDATION BASE AND TOP, REINFORCED PRECAST PIPE RINGS, GASKETS, AND ALL OPENINGS AND PENETRATIONS AS REQUIRED AND AS SHOWN.
PRECAST CONCRETE WET WELL FOUNDATION AND TOP SLAB PERIMETER DESIGNS MAY BE CIRCULAR OR SQUARE AS VIEWED FROM ABOVE, AT THE CONTRACTOR'S OPTION. PRECAST CONCRETE WET WELL SUPPLIER SHALL SUBMIT SHOP DRAWINGS AND STRUCTURAL CALCULATIONS, SIGNED AND STAMPED BY A REGISTERED STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA, FOR REVIEW AND APPROVAL PRIOR TO WET WELL FABRICATION. DIMENSIONS FOR THE WET WELL FOUNDATION AND TOP SLABS ARE FOR BIDDING PURPOSES ONLY. ACTUAL DIMENSIONS SHALL BE
BASED ON APPROVED STRUCTURAL CALCULATIONS AND SHOP DRAWINGS.
PUMP STATION DETAIL 3
PUMP STATION NOTES:
SANKEY ROAD
(E) DRAINAGE DITCH
FILTER FABRIC
NO. 2 FACING
ROCK
NO. 2 FACING ROCK
OVER FILTER FABRIC
CONSTRUCT 20' WIDE
ACCESS RAMP
INV EL
= 27.17
(F) TRAILER-MOUNTED
PUMP UNIT (BY OTHERS)
12" STEEL PIPE PUMP
DISCHARGE RISER, EMBED
24" INTO ANCHOR BLOCK
FG 34.0
CONSTRUCT 12" STEEL PIPE
PUMP DISCHARGE RISER,
EMBED 24" INTO 3'x3'x3'
REINFORCED CONCRETE
ANCHOR BLOCK
(E) SANKEY ROAD DITCH
NORTHSIDE
(E) FL= 31.0±
12''
(F) TRAILER-MOUNTED
PUMP UNIT (BY
OTHERS)
12" STEEL PIPE
PUMP DISCHARGE
RISER
8"
FG 33.00
G-812
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N T
ES
T
PI
T
LO
C
AT
IO
N M
AP
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-812_TESTLOG-01_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:25am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-813
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N T
ES
T
PI
T
LE
G
EN
D
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-813_TESTLOG-02_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 1:02am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-814
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-814_TESTLOG-03_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:29am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-815
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-815_TESTLOG-04_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:30am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-816
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-816_TESTLOG-05_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:34am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-817
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-817_TESTLOG-06_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:38am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-818
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-818_TESTLOG-07_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:39am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-819
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-819_TESTLOG-08_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:40am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-820
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-820_TESTLOG-09_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:41am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-821
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-821_TESTLOG-10_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:42am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-822
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-822_TESTLOG-11_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:44am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-823
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-823_TESTLOG-12_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:45am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-824
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-824_TESTLOG-13_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:50am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-825
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-825_TESTLOG-14_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:53am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-826
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-826_TESTLOG-15_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:55am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-827
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-827_TESTLOG-16_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:56am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-828
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-828_TESTLOG-17_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 12:58am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-829
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-829_TESTLOG-18_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 1:00am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
G-830
U
FM
AN
B O
R R
O W
A N
D S
TA
G
IN
G
S
IT
E
- R
EA
C
H A
EX
PL
O R
AT
IO
N L
O G
O F
TE
ST
P
IT
O
F
J.
P
R
IE
ST
J.
P
R
IE
ST
J.
K
O R
S
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers ®
AN
SI
-D
Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-830_TESTLOG-19_KBS.dwg Last Saved: Wed, 08 Jul 2020 - 1:01am
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
J S
TR
EE
T
SA
C R
AM
EN
TO
D
IS
TR
IC
T
SA
C
R
AM
EN
TO
, C A
SA
N
KE
Y
R O
AD
, P
LE
AS
AN
T
G R
O
VE
, C
AL
IF
O
R N
IA
KA
U
FM
AN
B
O R
R O
W S
IT
E
D
EV
EL
O
PM
EN
T
95% Submittal
AN
D
R
ES
TO
R
AT
IO
N P
LA
N
S
BU
IL
D
IN
G R
EL
AT
IO
N
SH
IP
S O
N E
PR
O
JE
C
T
AT
A T
IM
E
C S t, Bl dg . 1
-B
Te l 9
.3
.7
Sa cr am en to , C
A
Fa x
6.
1.
JU
LY
| G-800_SHT-LAYOUT_KBS-LAYOUT |
| G-801_SP-01_KBS-LAYOUT |
| G-802_SP-02_KBS-LAYOUT |
| G-803_SP-03_KBS-LAYOUT |
| G-804_SP-04_KBS-LAYOUT |
| G-805_SP-05_KBS-LAYOUT |
| G-806_SP-06_KBS-LAYOUT |
| G-807_SP-07_KBS-LAYOUT |
| G-808_GRD_SEC-01_KBS-LAYOUT |
| G-809_GRD_SEC-02_KBS-LAYOUT |
| G-810_DET-01_KBS-LAYOUT |
| G-811_DET-02_KBS-LAYOUT |
| G-812_TESTLOG-01_KBS-LAYOUT |
| G-813_TESTLOG-02_KBS-LAYOUT |
| G-814_TESTLOG-03_KBS-LAYOUT |
| G-815_TESTLOG-04_KBS-LAYOUT |
| G-816_TESTLOG-05_KBS-LAYOUT |
| G-817_TESTLOG-06_KBS-LAYOUT |
| G-818_TESTLOG-07_KBS-LAYOUT |
| G-819_TESTLOG-08_KBS-LAYOUT |
| G-820_TESTLOG-09_KBS-LAYOUT |
| G-821_TESTLOG-10_KBS-LAYOUT |
| G-822_TESTLOG-11_KBS-LAYOUT |
| G-823_TESTLOG-12_KBS-LAYOUT |
| G-824_TESTLOG-13_KBS-LAYOUT |
| G-825_TESTLOG-14_KBS-LAYOUT |
| G-826_TESTLOG-15_KBS-LAYOUT |
| G-827_TESTLOG-16_KBS-LAYOUT |
| G-828_TESTLOG-17_KBS-LAYOUT |
| G-829_TESTLOG-18_KBS-LAYOUT |
| G-830_TESTLOG-19_KBS-LAYOUT |
File details come from the government source that posted it. Updated .