B08 IFB Atch 5 - SIP_Kaufman_Borrow_Site_Reach-A_34x22_20210607.pdf
PDF 5 MB Posted
- Attached to
- Natomas Reach A Levee Repairs Federal contract opportunity
- Solicitation number
- W9123821B0012
About this file
This document package includes plans and specifications for the Natomas Reach A Levee Repairs federal contract opportunity. The solicitation seeks bids for levee repair work along Natomas Reach A as outlined in the attached drawings and specifications. Bids are due on August 16, 2021 at 1:00PM PST and a mandatory site visit is scheduled for July 8, 2021 at 10:00am PST. The scope of work involves repair of approximately 4 miles of levee and will be conducted under the oversight of the US Army Corps of Engineers Sacramento District. Oversized drawings cannot be uploaded and must be requested separately.
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Text version
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Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-801_OA-SITE_KBS-RA.dwg
Last Saved: Thu, 03 Jun 2021 - 4:51pm
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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
GRADING NOTES:
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
PROPERTY LINE
AND LIMIT OF WORK
LIMIT OF WORK
(MATCH (E) GROUND)
PROPERTY LINE AND
LIMIT OF WORK
(MATCH (E) GROUND)
(E) PGCC WEST
LEVEE
TOP OF REACH A
BORROW
ELEV = 32.2
TOP OF REACH A
BORROW
ELEV = 33.0-34.0
TOP OF REACH A
BORROW
ELEV 32.2-33.5
SEE LINE AND CURVE DATA THIS SHEET.
THE EXCAVATION ELEVATIONS SHOWN ARE THE FINISHED ELEVATIONS
AFTER RE-SPREADING THE STRIPPED SURFACE LAYER OF EARTHEN
MATERIALS.
CONDUCT EXCAVATION IN A PROGRESSIVE MANNER SUCH THAT BORROW
SITE IS UNIFORMLY GRADED FROM SOUTHWEST TO NORTHEAST AND
POSITIVE DRAINAGE IS MAINTAINED.
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.
NOTES:
CONTRACTOR TO VERIFY EARTHWORK QUANTITIES.
QUANTITIES ASSUME AVERAGE CUT OF 5' FT
AND 0.5' FT STRIPPED SURFACE.
1.
2.
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SANKEY ROAD
N
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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
PUMP STATION AND
ACCESS RAMP
OUTFALL AND
WET WELL
DISCHARGE
PIPE
(E) ROADSIDE
DITCH
KAUFMAN SITE
CONTROL LINE
TOE OF
BORROW SITE
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EARTHWORK SUMMARY:
REACH A BORROW STRIPPED SURFACE FILL NET
(C/Y) (C/Y) (C/Y)
541,917 53,534 488,383
REACH E
STAGING
REACH A
BORROW
TOE OF
REACH A
BORROW
TOE OF
REACH A
BORROW
KAUFMAN SITE
CONTROL LINE
PROPERTY LINE
KAUFMAN SITE
CONTROL LINE
PROPERTY LINE
AND LIMIT OF WORK
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TOP OF REACH A
BORROW
ELEV = 33.0-34.0
TOP OF REACH A
BORROW
ELEV = 33.9-34.5
PROPERTY LINE AND
LIMIT OF WORK
(MATCH (E) GROUND)
REACH A LIMITS
MATCH (E)
GROUND
(E) POWER POLE
PROTECT IN PLACE
(E) POWER POLE
PROTECT IN PLACE
(E) POWER POLE
PROTECT IN PLACE
(E) POWER POLE
PROTECT IN PLACE
ALL DISTURBED AREAS SHALL BE SHAPED BACK TO RICE FARMING
CONDITIONS.
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Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-802_GRD_SEC-01_KBS-RA.dwg
Last Saved: Thu, 03 Jun 2021 - 5:08pm
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GRADING SECTION B - NORTH TO SOUTH
(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 2470'
CONTRACTOR TO EXCAVATE BORROW SITE
UNIFORMLY FROM SOUTHWEST TO NORTHEAST TO
MAINTAIN POSITIVE DRAINAGE.
VARIES
(P) TOP OF BORROW SITE
CONTROL LINE
TOP OF BORROW SITE
SEE PLAN SHEETS
PROPERTY LINE
(LIMIT OF WORK)
5'
TOP OF ACCESS ROAD
MATCH (E) GROUND
50'
TOE OF BORROW SITE
SEE SITE PLAN
TOE OF BORROW SITE
SEE SITE PLAN
50'
TOP OF BORROW SITE
SEE SITE PLAN
VARIES
(P) TOP OF BORROW SITE
CONTROL LINE
SANKEY RD
CL
VARIES
VARIES TO 125' TO 2140'
GRADING SECTION A - WEST TO EAST
SCALE: (H) 1"=40'
(E) GROUND
(P) GRADE
(E) GROUND
(P) TOP OF BORROW SITE
CONTROL LINE
TOP OF BORROW SITE
SEE SITE PLAN
PROPERTY LINE
(LIMIT OF WORK)
5'
TOP OF ACCESS ROAD
MATCH (E) GROUND
50'
TOE OF BORROW SITE
SEE SITE PLAN
TOE OF BORROW SITE
SEE SITE PLAN
50'
TOP OF BORROW SITE
SEE SITE PLAN
PROPERTY LINE
(LIMIT OF WORK)
VARIES
100' ACQUISITON EASEMENT
RD 1000 PROPERTY
(P) TOP OF BORROW SITE
CONTROL LINE
25' 25'
TOP OF ACCESS ROAD
MATCH (E) GROUND
300'
REACH E STAGING AREA BUFFERBUFFER
REACH A
LIMITS
STAGING
LIMITS
(V) 1"=4'
SCALE: (H) 1"=40'
(V) 1"=4'
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Drawing Name: J:\Jobs\8295_SAFCA\8295_Kaufman_Borrow_Site\Civil\Dwg\04_USACE_Reach-A-Excavation\G-803_DET-01_KBS-RA.dwg
Last Saved: Thu, 03 Jun 2021 - 11:44pm
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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'
SECTION B
(E) GROUND
M
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CRUSHED AGGREGATE GREATER
THAN 3" BUT SMALLER THAN 6"
FILTER FABRIC
R
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MATCH (E) EP
SANKEY ROAD
OUTFALL, WET WELL AND DISCHARGE PIPE
PUMP STATION PAD AND ACCESS RAMP
SCALE: 1"=10'
SANKEY ROAD
SANKEY ROAD
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 43 LF
12" CMP STORM DRAIN PIPE
SANKEY ROAD
(E) DRAINAGE DITCH
KAUFMAN
BORROW SITE
(E) 12" CMP
PUMP STATION PAD
(P)GRADE
OUTFALL
INV=27.20
TOP OF BORROW SITE
FG=32.2
M I N
SANKEY ROAD
CENTERLINE
INV (N)= 27.20
43 LF 12" CMP @ S=0.000
DISCHARGE PIPE
AT (E) DITCH
INV=31.00
LIMIT OF WORK
LIMIT OF WORK
PROPERTY LINE
PROPERTY LINE
LIMIT OF WORK
(E) GROUND
KAUFMAN
BORROW SITE
OUTFALL
39 LF 12" CMP @ S=0.000
CONSTRUCT 20' WIDE
ACCESS RAMP
R
R
MATCH (E) EP
ACCESS RAMP
(E)12" CMP
INV=30.8
6' DIAMETER PRECAST
CONCRETE WET WELL
6' DIAMETER
WET WELL
NOTE:
CONTRACTOR SHALL RESTORE TO EXISTING
CONDITIONS UPON COMPLETION OF CONSTRUCTION.
60'
CONSTRUCT 60'X40' CL II AB PAD
PUMP STATION
PAD
INV (S)= 31.00
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
CONSTRUCT 39 LF
12" CMP DISCHARGE PIPE
SANKEY ROAD
(E) DRAINAGE DITCH
10'
SECTION A
SCALE: 1"=20'
SCALE: (H) 1"=10'
(V) 1"=5'
SCALE: 1"=30'
(E) POWER POLE AND
TELEPHONE BOX
(PROTECT IN PLACE)
GRADE TO (E) GROUND
AT 2:1 SLOPE MINIMUM
2:1
(E) EP
SANKEY ROAD
ALIGNMENT
PROPERTY LINE
PROJECT LIMITS
STAGING AREA LIMITS
SANKEY ROAD
ALIGNMENT
FIELD ACCESS RAMP
SCALE: 1"=20'
TOP OF
BORROW SITE
TOE OF
BORROW SITE
SECTION C
TOE OF BORROW SITE
M
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CRUSHED AGGREGATE GREATER
THAN 3" BUT SMALLER THAN 6"
FILTER FABRIC
SCALE: 1"=30'
WIDTH
AS SHOWN
15'
TOP OF
BORROW SITE
| G-801_OA-SITE_KBS-RA-LAYOUT |
| G-802_GRD_SEC-01_KBS-RA-LAYOUT |
| G-803_DET-01_KBS-RA-LAYOUT |
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