BID_SET_New_Hope_Road_Bridge_-_Plans.pdf
PDF 15 MB Posted
- Solicitation number
- 4664
- Issued by
- Sacramento County, San Francisco City, California
About this file
This is a bid set of plans and specifications for the New Hope Road Bridge Replacement project, prepared by the Sacramento County Department of Transportation and Community Services Agency in coordination with San Joaquin County. The project involves the complete replacement and widening of an existing bridge over Grizzly Slough, which is more than 90 years old and located on the southern border of Sacramento County. The work includes furnishing all necessary labor, materials, equipment, and incidental work to complete the project in strict conformance with specifications and applicable regulatory permits. The new bridge will feature 11-foot travel lanes bounded by bike lanes on both the north and south sides, with associated roadwork including shoulder work, rock slope protection (RSP) placement, and pavement striping. The project is funded under the Federal Highway Bridge Program (Project No. BRLS-5924 [190]) and includes construction of four access roads (northeast, northwest, southeast, and southwest) connecting to the main New Hope Road alignment, with work extending from station 14+98.9 to approximately station 21+00.
The bid set documents include comprehensive design plans spanning 29 sheets, containing cover sheets, detour plans, plan and profile views, typical sections, pavement delineation plans, tree stump removal plans, utility relocation details, and complete bridge structural plans including general plans, deck contours, foundation layouts, abutment details, pier layouts, slab reinforcement details, drainage systems, and utility support details. Geotechnical investigations are documented through logs of test borings at four locations (RW-13-001, RW-13-002, RW-13-003, and RW-13-006) with soil classifications and groundwater elevations established using NAVD88 vertical datum and NAD83 horizontal datum. The project specifications reference Caltrans standards for soil logging and classification, with Standard Penetration Tests performed in accordance with ASTM D 1586-99. Actual quantities of work are identified as approximations subject to variation at the discretion of the County, and bidders should note that groundwater elevations are subject to seasonal fluctuations that may affect construction conditions.
View the file
Other files
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
SAN JOAQUIN COUNTY
SACRAMENTO COUNTY
EL DORADO CO
TACOS
TRA
CON
CO
CO
SOLANO
CO
QU
IN
JO
A
SAN
YO
LO
220 CO
SAN JOAQUIN COUNTY
CO
SUTTER CO PLACER CO
SAC
RAM
ENT
O CO
UNT
Y
AMA
DOR
COU
NTY
SACRAMENTO COUNTY
PAYPHONEPEDESTRIAN PUSH BUTTONLIGHT POLESECURITY LIGHT
BOLLARDBUSH/SHRUBFLAGPOLEFIRE HYDRANT
FIRE DEPT 'Y' CONNECT
GAS METERGAS VALVEGAS BLOWOFF VALVE
SPRINKLER VALVE
SPRINKLER
TRAFFIC SIGNALUTILITY POLEWATER VALVEWATER METERWATER BLOWOFF VALVE
HEDGETS PULLBOXPULLBOX GUY ANCHORSEWER MANHOLESEWER CLEANOUTDRAIN INLETDRAIN MANHOLE
TELE MANHOLE TS CABINETTELE RISER HOSE BIBMONITOR WELL
YARD LIGHT
ELEC CABINET
SIGN MAILBOX
PROJECT
AT GRIZZLY SLOUGH
BRIDGE NO. 24C0624
CS1 CS1
CO
VE
R
SH
EE
T
LOCATION
PROJECT
LOCATION
D E
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
DEPARTMENT OF TRANSPORTATION
COMMUNITY SERVICES AGENCY
NEW HOPE ROAD
BRIDGE REPLACEMENT
BID SET
FEDERAL HIGHWAY BRIDGE PROGRAM
PROJECT NO. BRLS-5924 (190)
SAN JOAQUIN COUNTY
SACRAMENTO COUNTY
PROJECT
LOCATION
PROJECT LOCATION
PLAN LEGEND:
SIGN LEGEND:
M4-10 (LT)
SC
R11-4
R1 1-
2B
M 4-
(R
T)
S1+ S2C
S1+ S2C
R1 1-
2B
R1 1-
S1+S2B+SC3
M 4-
(L
T) S2
B
M4-10 (LT)
S2C
S1W20-2
W
-2 S3
C
S1+S2A+M4-10 (LT)
SC3
S1+S2C
S1 +S
2C
M4-10 (RT)
M 4-
(L
T) S2
A
M4-10 (RT)
S2C S2
B M
4-
(R T)
S1
M4-8A
S1+S2B
S1 +S
2B
S1 -S
2A W
-2
W
-2 S1
-S 2C
W
-3
M4-8A W20-3
D E
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
DP1 DP1
DE
TO
UR
P
LA
N
NOTES:
D E
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
TO
K
OS
T-O
RR
R
OA
D
/ C
ITY
O F G
AL
T /
C A-
TO
TH
OR
NT
ON
R
OA
D
/ S
AN
JO
AQ
UI
N
CO
UN
TY
I-5
16+00 17+0015+00 18+00
PP1 PP3
PL
AN
P
RO
FIL
E
CONSTRUCTION NOTES
21+00
NOTES LEGEND
12+00 13+0011+00 14+00 19+00 20+00
NEW HOPE ROAD
CL ELEV
GRIZZLY SLOUGH
NEW HOPE ROAD
NE
A
CC
ES
S
RO
AD
NW
A
CC
ES
S
RO
AD
SW
ACCESS ROAD
SE ACCESS ROAD
Dw y 1
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
10+00
PP2 PP3
PL
AN
P
RO
FIL
E
10+20 10+40 10+60
DW1 SOUTHWEST ACCESS ROAD NORTHWEST ACCESS ROAD
10+00 10+20 10+40 10+60 10+00 10+20 10+40 10+60
ALIGNMENT
CURVE TABLE
CURVE � RADIUS DELTA LENGTH
C1 19.00 2�.13 9.00
C2 16.00
41.08 11.4�
EDGE OF PAVEMENT
CURVE TABLE
CURVE � RADIUS DELTA LENGTH
C� 13.00
16.02 3.64
C6 2�.00 2�.13 11.84
C� 10.00 2�.�8 4.81
C10 10.00 ��.20 9.98
C11 1�.00 �1.4� 13.4�
C12 22.00 �.92 3.04
C13 1�.00 30.2� �.92
SW ACCESS ROAD
NE
W
H
OP
E R
OA
D
NW ACCESS ROAD
NE
W
H
OP
E R
OA
D
Dwy 1
NE
W
H
OP
E R
OA
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
10+00
PP3 PP3
PL
AN
P
RO
FIL
E
10+20 10+40 10+60
SOUTHEAST ACCESS ROAD NORTHEAST ACCESS ROAD
10+00 10+20 10+40 10+60 10+80
ALIGNMENT
CURVE TABLE
CURVE � RADIUS DELTA LENGTH
C3 8.00
25.88 3.61
C4 25.00
9.83 4.29
EDGE OF PAVEMENT
CURVE TABLE
CURVE � RADIUS DELTA LENGTH
C8 15.00
25.88 6.�8
C9 10.00 �3.53 12.83
SE ACCESS ROAD
NE
W
H
OP
E R
OA
D
NE ACCESS ROAD
NE
W
H
OP
E R
OA
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
TS1 TS2
TY
PI
CA
L S
EC
TIO
NS
NOTES
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
TS2 TS2
TY
PI
CA
L S
EC
TIO
NEW HOPE ROAD
NW
A
CC
ES
S
RO
AD
SW
ACCESS ROAD
Dw y 1
GRIZZLY SLOUGH
NE
A
CC
ES
S
RO
AD
SE ACCESS ROAD
D E
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
LEGEND
M
AT
CH
LIN
E:
SE
E B
EL
OW
, S
TA
6+
M
AT
CH
LIN
E:
SE
E A
BO
VE
, S
TA
6+
PD1 PD1
PA
VE
M
EN
T D
EL
IN
EA
TIO
N
PL
AN
GENERAL STRIPING & PAVEMENT MARKING NOTES:
Docusign Envelope ID: 28A13BB8-34AE-4449-8658-A40DC5B038ED
12/15/2025
1 2 3 5 7 8
17 214
18 19 33
40B
9 10 11
13 14 25 26 27
31 32
2322 24 30
48 49 50 53
89 94
96 97
90 92
GRIZZLY SLOUGH
NEW HOPE ROAD
NE
A
CC
ES
S
RO
AD
NW
ACCESS ROAD
SW
ACCESS ROAD
SE ACCESS ROAD
Dw y 1
95A 96A
53A
21A 33A
37A 40A
13A 27A 78A
74C
74A
74B 88A
94A
88686663
73A
D E
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
P U
B
LI
C W
O R
K S
IN
FR
A
S
TR
U C
TU
R
E A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
CO
UN
TY
O
F S
AC
RA
M
EN
TO
C
OM
M
UN
ITY
S
ER
VI
CE
S
AG
EN
CY
TI1 TI1
TR
EE
S
TU
M P
RE
M
OV
AL
P
LA
N
TO
O
RR
R
OA
D
(C
ITY
O F G
AL
T)
TO
S
AN
JO
AQ
UI
N
CO
UN
TY
LI
NE
LEGEND:
TREE INVENTORY:
GRIZZLY SLOUGH
NEW HOPE ROAD
NE
A
CC
ES
S
RO
AD
NW
ACCESS ROAD
SW
ACCESS ROAD
SE ACCESS ROAD
Dw y 1
D E
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
UR1 UR1
UT
ILI
TY
R
EL
OC
AT
IO
N
TO
O
RR
R
OA
D
(C
ITY
O F G
AL
T)
TO
S
AN
JO
AQ
UI
N
CO
UN
TY
LI
NE
1 1
1 1
1 1 2 1
1 1 1
LEGEND CONSTRUCTION NOTES
2 1
1 11
2 1
RO
CK
S
LO
PE
P
RO
TE
CT
IO
N
RP1
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
RP1
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
GE
NE
RA
L P
LA
N
S1
12 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
DE
CK
C
ON
TO
UR
S
S2
13 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
FO
UN
DA
TIO
N
PL
AN
S3
14 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
AB
UT
M
EN
T L
AY
OU
T
S4
15 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
AB
UT
M
EN
T D
ET
AI
LS
N O.
S5
16 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
AB
UT
M
EN
T D
ET
AI
LS
N O.
S6
17 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
PI
ER
LA
YO
UT
S7
18 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
TY
PI
CA
L S
EC
TIO
N
S8
19 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
LO
NG
ITU
DI
NA
L S
EC
TIO
N
S9
20 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
SL
AB
R
EI
NF
OR
CE
M
EN
T D
ET
AI
LS
S10
21 29
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
DR
AI
NA
GE
D
ET
AI
LS
S11
22 29
(P) 6" GT
PIPE
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
C0
4)
S15
UT
ILI
TY
S
UP
PO
RT
D
ET
AI
LS
S12
23 29
3.5
3.7
3.7
3.7
RW-13-006
RW-13-001 RW-13-003
RW-13-002
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
CX
XX
X)
S15NorthPLAN
SCALE: 1" = 20'
NOTES:
1. Field classification of soils was in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010). See Log of Test Borings No. 2, "Soil Legend".
2. Standard Penetration tests were performed in accordance with ASTM D 1586-99 using a hammer operated with an automated drop system. Drill rods were 1 5/8-inch diameter "A"-rods; sampler was driven with brass liners.
3. "2.4 inch sampler": ID=2.4 inch, OD=2.9 inch. "2.0 inch sampler": ID=2.0 inch, OD=2.5 inch. Both driven in same manner as SPT ("1.4 inch") sampler.
4. If laboratory tests are not shown as being performed, the soil descriptions presented on the LOTB are based solely on the visual practices described in this Manual.
5. The length of each sampled interval is shown graphically on the boring log. Whole number blow counts ("N") represent the "standard penetration resistance" interval in accordance with the Caltrans Soil & Logging, Classification, and Presentation Manual (June 2010). Where less than 0.5 feet of penetration is achieved, the blow count shown is for that fraction of the "standard penetration resistance" interval actually penetrated.
6. Consistency of soils shown in ( ) where estimated.
7. Groundwater surface (GWS) elevations in the borings indicated on the Log of Test Boring Sheets reflect the fluid level in the borings on the specified date.
8. Groundwater elevations are subject to seasonal fluctuations and may occur at higher or lower elevations depending on the conditions at any particular time.
9. This LOTB sheet was prepared in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010)
BENCH MARK
N.G.S. PT. New Hope (AE9878) Vertical Datum: NAVD88 Horizontal Datum: NAD83
N 1849784.8 E 6729881.3
N 1849681.8 E 6729881.3
N 1849681.8 E 6730247.9
N 1849784.8 E 6730247.9
Borehole Location Table Hole ID Alignment Name Station and Offset
RW-13-001 "NHR" Line 15+75, Rt. 5.03' RW-13-002 "NHR" Line 16+50, Lt. 5.03' RW-13-003 "NHR" Line 17+46.8, Rt. 7.78' RW-13-006 "NHR" Line 14+98.9, Lt. 6.22'
LO
G
OF
TE
ST
B
OR
IN
GS
O F 3
S13
24 29
-60
-20
-40
-30
-50
-80
-100
-90
-110
-70
-10
-20
-40
-30
-50
-10
-60
-80
-100
-90
-110
-70
-120-120
NOTES:
1. Field classification of soils was in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010). See Log of Test Borings No. 2, "Soil Legend".
2. Standard Penetration tests were performed in accordance with ASTM D 1586-99 using a hammer operated with an automated drop system. Drill rods were 1 5/8-inch diameter "A"-rods; sampler was driven with brass liners.
3. "2.4 inch sampler": ID=2.4 inch, OD=2.9 inch. "2.0 inch sampler": ID=2.0 inch, OD=2.5 inch. Both driven in same manner as SPT ("1.4 inch") sampler.
4. If laboratory tests are not shown as being performed, the soil descriptions presented on the LOTB are based solely on the visual practices described in this Manual.
5. The length of each sampled interval is shown graphically on the boring log. Whole number blow counts ("N") represent the "standard penetration resistance" interval in accordance with the Caltrans Soil & Logging, Classification, and Presentation Manual (June 2010). Where less than 0.5 feet of penetration is achieved, the blow count shown is for that fraction of the "standard penetration resistance" interval actually penetrated.
6. Consistency of soils shown in ( ) where estimated.
7. Groundwater surface (GWS) elevations in the borings indicated on the Log of Test Boring Sheets reflect the fluid level in the borings on the specified date.
8. Groundwater elevations are subject to seasonal fluctuations and may occur at higher or lower elevations depending on the conditions at any particular time.
9. This LOTB sheet was prepared in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010)
PROFILE
HORIZ. SCALE: NO SCALE
VERT. SCALE: 1" = 10'
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
CX
XX
X)
S15
LO
G
OF
TE
ST
B
OR
IN
GS
O F 3
S14
25 29
-60
-20
-40
-30
-50
-80
-100
-90
-110
-70
-10
-20
-40
-30
-50
-10
-60
-80
-100
-90
-110
-70
NOTES:
1. Field classification of soils was in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010). See Log of Test Borings No. 2, "Soil Legend".
2. Standard Penetration tests were performed in accordance with ASTM D 1586-99 using a hammer operated with an automated drop system. Drill rods were 1 5/8-inch diameter "A"-rods; sampler was driven with brass liners.
3. "2.4 inch sampler": ID=2.4 inch, OD=2.9 inch. "2.0 inch sampler": ID=2.0 inch, OD=2.5 inch. Both driven in same manner as SPT ("1.4 inch") sampler.
4. If laboratory tests are not shown as being performed, the soil descriptions presented on the LOTB are based solely on the visual practices described in this Manual.
5. The length of each sampled interval is shown graphically on the boring log. Whole number blow counts ("N") represent the "standard penetration resistance" interval in accordance with the Caltrans Soil & Logging, Classification, and Presentation Manual (June 2010). Where less than 0.5 feet of penetration is achieved, the blow count shown is for that fraction of the "standard penetration resistance" interval actually penetrated.
6. Consistency of soils shown in ( ) where estimated.
7. Groundwater surface (GWS) elevations in the borings indicated on the Log of Test Boring Sheets reflect the fluid level in the borings on the specified date.
8. Groundwater elevations are subject to seasonal fluctuations and may occur at higher or lower elevations depending on the conditions at any particular time.
9. This LOTB sheet was prepared in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010)
PROFILE
HORIZ. SCALE: NO SCALE
VERT. SCALE: 1" = 10'
P
A R
TM
E
N T
O F
TR
A
N S
P O
R
TA
TI
O
N C
O U
N
TY
O F
S A
C R
A M
E N
TO
P
U B
LI
C
W O
R K
S
IN
FR
A S
TR
U
C
TU
R E
A G
E N
C Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H (B
R
CX
XX
X)
S15
LO
G
OF
TE
ST
B
OR
IN
GS
O F 3
S15
26 29
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
XS1 XS3
IN
TE
RV
AL
S
EC
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
XS2 XS3
IN
TE
RV
AL
S
EC
P A
R
TM
E N
T O
F
TR
A N
S P
O R
TA
TI
O N
C O
U N
TY
O
F S
A C
R A
M E
N
TO
C O
M M
U N
IT
Y
S E
R V
IC
E
S A
G E
N C
Y
SCALE
DRAWING
DA
TE
RE
VI
SI
ON
S
PREPARED BY
AP
PR
SHEET
DATE
POCKET NO. FOLDER NO. PLANFILE NO.
NE
W
H
OP
E R
OA
D
BR
ID
GE
R
EP
LA
CE
M
EN
T
NEW HOPE ROAD BRIDGE REPLACEMENT
AT
G
RI
ZZ
LY
S
LO
UG
H
XS3 XS3
IN
TE
RV
AL
S
EC
| Sheets and Views |
| CS1 |
File details come from the government source that posted it. Updated .