41017_Plans.pdf
PDF 2 MB Posted
- Attached to
- Kiefer Boulevard Shoulder Widening
- Solicitation number
- 41017
- Issued by
- Sacramento County, San Francisco City, California
About this file
This is a construction plans document prepared by the Sacramento County Department of Waste Management and Recycling for the Kiefer Boulevard Shoulder Widening project. The project involves the construction of a 14-foot wide aggregate base shoulder along the southern side of Kiefer Boulevard near the entrance to Kiefer Landfill in Sacramento County, California. The work includes excavation, grading, placement of new aggregate base material, and relocation of one existing road sign. The plans specify that the shoulder widening extends approximately 600 linear feet along Kiefer Boulevard, with detailed cross-sections and site plans indicating existing conditions and proposed finished grades. The typical section calls for 6 inches of compacted subgrade to 95 percent maximum dry density per ASTM D1557, overlaid with 18 inches maximum of Class 2 aggregate base at 95 percent compaction, with a 2:1 maximum slope and woven geotextile per Sacramento County Standard Specification Section 50-10.02. The project includes protection of existing infrastructure including a 36-inch CMP culvert, existing trees, fencing, stop lines, signage, and telecommunications lines, with contractor requirements to pothole and verify telecom line locations.
The plans document was digitally signed and dated August 18, 2026, and includes a point table with survey coordinates and elevations for eleven reference points (322-332) establishing existing and proposed conditions. Existing edge of pavement points 322-328 are surveyed with elevations ranging from 212.854 to 212.953 feet, while proposed aggregate base shoulder points 329-332 show elevations from 212.542 to 212.640 feet. Five cross-sections are provided at stations 4+79.00, 5+45.59, 6+76.04, 7+89.07, and 8+50.00, detailing existing ground, finished grade, and flowline elevations. The plans note that actual quantities of work performed may vary at the discretion of the County and establish the quantities presented as approximations for bid comparison purposes only.
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Text version
Docusign Envelope ID: C828F9B0-0CFD-833D-8190-7144B60BF64B
8/18/2026
APPLICABLE CODES
SHEET NUMBERING SYSTEM
C1.01
GENERAL NOTES
ABBREVIATIONS
CONSTRUCTION NOTES
SYMBOL LEGEND
SACRAMENTO COUNTY REQUIRED NOTES SITE GENERAL NOTESPRECEDENCE OF DRAWINGS
BASIS OF SURVEY
D E
P A
R
TM
E N
T O
F W
A S
TE
M
A N
A G
E M
E N
T
R E
C Y
C
LI
N G
C O
U N
TY
O
F S
A C
R A
M E
N
TO
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
AP
PR
SHEET
PREPARED BY DATE
G1.02
KI
EF
ER
B
OU
LE
VA
RD
SH
OU
LD
ER
W
ID
EN
IN
G
NO
TE
S
VARIES
2'
2% 5%
EXST
EDGE OF
PAVEMENT
EDGE
OF AB
SHOULDER
2:1 Max
18" MIN. CLASS 2 AB
(95% COMPACTION) 6" COMPACTED SUBGRADE TO
95% MAX DRY DENSITY PER
ASTM D1557 WITHIN ± 2% OF
OPTIMUM MOISTURE CONTENT
1-1/2:1 Max
WOVEN GEOTEXTILE
PER SACRAMENTO
COUNTY STANDARD
SPEC SECTION 50-10.02
KIEFER BLVD
Entrance to Kiefer Landfill
56' 232' 79' 116'
14' 14'30
4+00 5+00 6+00 7+00 8+00 9+00 10+00
4+50 5+50 6+50 7+50 8+50 9+50
N:1950295.8366 E:6791821.1570
N:1949833.3610 E:6792203.4050
329 330 331
323 324 325 326
327 328
R/W
2 EXST. STOP LINE PAVEMENT MARKING3
EXST. SIGN (PROTECT)
EXST. TREE
(PROTECT)
R/W
1 1 1
R/W
℄EXST. 36" CMP CULVERT
(PROTECT)
MATCH EXST.
FLOWLINE
MATCH EXST. FLOWLINE
PROPOSED FLOWLINE
EXST. SIGN (PROTECT)
EXST. TELECOM LINE (PROTECT).
CONTRACTOR TO POTHOLE TO
VERIFY LOCATION
KIEFER BLVD
MIN. 17.0'
FROM ETW
KI
EF
ER
L
AN
D
FI
LL
EN
TR
AN
C
E
ETW
NEW AGGREGATE BASE
SHOULDER
R/W
RELOCATE EXST STOP SIGN
ONTO NEW SIGN POST
EXST SIGN (PROTECT)
D E
P A
R
TM
E N
T O
F W
A S
TE
M
A N
A G
E M
E N
T
R E
C Y
C
LI
N G
C O
U N
TY
O
F S
A C
R A
M E
N
TO
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
AP
PR
SHEET
PREPARED BY DATE
KI
EF
ER
B
OU
LE
VA
RD
SH
OU
LD
ER
W
ID
EN
IN
G
SI
TE
P
LA
N
C1.01
3 4
Feet 0 40 80
Point Table
Point #
Description
EXST EP
EXST EP
EXST EP
EXST EP
EXST EP
EXST EP
EXST EP
PROP AB SHOULDER
PROP AB SHOULDER
PROP AB SHOULDER
PROP AB SHOULDER
Northing
1950277.4077
1950214.2384
1950139.4497
1950055.8630
1949997.6692
1949960.1062
1949906.1130
1950225.3372
1950174.8218
1950048.4776
1949986.3459
Easting
6791835.0369
6791886.8187
6791949.1801
6792018.8053
6792066.6281
6792098.9269
6792143.0497
6791859.8330
6791901.4750
6792005.6258
6792057.5382
Elevation
212.953
212.911
212.902
212.907
212.932
212.854
212.948
212.542
212.559
212.613
212.640
TYPICAL SECTION
KIEFER BLVD AT KIEFER LANDFILL ENTRANCE
SCALE: NTS
PLAN
KIEFER BLVD AT KIEFER LANDFILL ENTRANCE
SCALE: 1" = 20'
EXISTING EDGE OF PAVEMENT.1
2 CONSTRUCT NEW AGGREGATE BASE SHOULDER WIDENING. SEE
TYPICAL SECTION ON THIS SHEET.
EXISTING FENCE. PROTECT IN PLACE4
EXISTING ROAD SIGN. RELOCATE PER DETAIL B ON THIS SHEET
CONSTRUCTION NOTES
LEGEND
NEW AGGREGATE BASE SHOULDER WIDENING
Feet 0 20 40
DETAIL B
ROAD SIGN RELOCATIONS KIEFER BLVD AT KIEFER LANDFILL ENTRANCE
SCALE: 1" = 10'
4+79.00
206.00
210.00
220.00
206.00
210.00
220.00
0.00 10.00 20.00 30.000.00-10.00-20.00
5+45.59
206.00
210.00
220.00
206.00
210.00
220.00
0.00 10.00 20.00 30.000.00-10.00-20.00
6+76.04
206.00
210.00
220.00
206.00
210.00
220.00
0.00 10.00 20.00 30.000.00-10.00-20.00
7+89.07
206.00
210.00
220.00
206.00
210.00
220.00
0.00 10.00 20.00 30.000.00-10.00-20.00
8+50.00
206.00
210.00
220.00
206.00
210.00
220.00
0.00 10.00 20.00 30.000.00-10.00-20.00
ES
.6
(1
5.
R T)
FL
.5
(2
1.
R T)
EP
.9
(0
.3
R T)
FL
.2
(2
1.
R T)
FL
.0
(2
1.
R T)
FL
.0
(1
2.
R T)
FL
.8
(1
9.
R T)
EP
.8
(1
.1
R T)
EP
.8
(1
.1
R T)
EP
.9
(0
.0
R T)
EP
.9
(0
.7
R T)
ES
.5
(1
5.
R T)
ES
.5
(1
5.
R T)
ES
.6
(1
5.
R T)
ES
.7
(7
.3
R T)
EXST. GROUND
FINISHED GRADE
EXST.
GROUND
FINISHED GRADE
EXST.
GROUND
FINISHED GRADE
EXST.
GROUND
FINISHED GRADE
EXST.
GROUND
FINISHED GRADE
D E
P A
R
TM
E N
T O
F W
A S
TE
M
A N
A G
E M
E N
T
R E
C Y
C
LI
N G
C O
U N
TY
O
F S
A C
R A
M E
N
TO
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
AP
PR
SHEET
PREPARED BY DATE
XS1.00
KI
EF
ER
B
OU
LE
VA
RD
SH
OU
LD
ER
W
ID
EN
IN
G
CR
OS
S
SE
CT
IO
NS
| 2026-08-18T14:01:36-0700 | |
| Digitally verifiable PDF exported from www.docusign.com |
File details come from the government source that posted it. Updated .