Plans Final-CA FS 1038(1) .pdf
PDF 17 MB Posted
- Attached to
- CA FS 1038(1), Salt Gulch Bridge Federal contract opportunity
- Solicitation number
- 6982AF20B000006
About this file
This document provides the plans and specifications for the CA FS 1038(1) Salt Gulch Bridge project. The project is located in Siskiyou County, California within the Klamath National Forest and will include bridge abutment repair, replacement of approximately 20 culverts ranging in size from 36 to 96 inches, and other work elements such as drilled shaft construction, temporary bridge support structure, and structural concrete. The engineer's estimate for the total project cost is between $1 million to $2 million. Construction is anticipated to take place between August 2020 and late October/early November 2020, with anticipated award of the contract in mid-to-late July 2020. The solicitation was issued by the United States Department of Transportation Federal Highway Administration.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Tabs - Salt Gulch Bridge.pdf | ||
| Bid Opening Summary - Salt Gulch Bridge.pdf | ||
| QnA 7 10 2020 Salt Gulch.pdf | ||
| QnA 7 8 2020 Salt Gulch Bridge.pdf | ||
| Amendment-A002-Original Bridge Plans.pdf | ||
| Amendment A001-Wage Decision .pdf | ||
| 07.08.2020 Interested Vendors List - Salt Gulch.pdf | ||
| QnA 6 25 2020 Salt Gulch.pdf | ||
| Signed Plan Cover sheet .pdf | ||
| CA.FTFS.46N50.Salt Gulch Bridge.FINAL 4-20-2020_signatures.pdf | ||
| CA FS 1038(1) Salt Gulch - Final Hydraulics Memo - 04.16.2020.pdf | ||
| IFB - CA FS 1038(1) SALT GULCH BRIDGE.pdf | ||
| FP14.pdf |
Show all 13
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
STATE PROJECT
NO.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts A G e n s h t\
A
T T
L
C A F S S a lt
G u lc h .d g n
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
D E P
A R T
M
E
NT
OF TRANSPO
R T
A T I O
N
U N
IT
E
D STATES OF
AME
R I C
A
PLANS FOR PROPOSED
PROJECT MANAGER LEAD DESIGNER
PLANS PREPARED BY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
DENVER, COLORADO
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
APPROVED:
DATE:
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
Slopes are expressed as RISE:RUN
U.S. CUSTOMARY DIMENSIONS:
AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"
"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS
SPECIFICATIONS:
Eureka
SAN
FRANCISCO
LOS
ANGELES
San
Diego
Sacramento
OREGON
N
EV
A D
A
ARIZONA
MEXICO
Redding
KEY MAP OF CALIFORNIA
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
LOCKHARTHENWOOD
25 mph
50%
<400
<400
V --------------------
D --------------------
DHV ------------------
ADT (2039) -----------
ADT (2019) -----------
DESIGN DESIGNATIONS:
A1
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
CHIEF OF ENGINEERING
Know what'sbelow.
before you dig.Call
R www.call811.com
SALT GULCH BRIDGE
CA FS 1038(1)
H o rs e C re e k
Horse Creek
Klamath National Forest
FR 46N50
F R
N
F R
N
F R
N
B a r R o a d
I-5 interchange Williams Creek 30 miles
Happy Camp 19 miles
Se ia d
Cr ee k Ro ad
FR
46N
FR
6N
PROJECT LOCATION
SALT GULCH BRIDGE
CA FS 1038(1)
Seiad Valley, CA
Creek, CA Horse
No Scale
SCHEDULE A
SALT GULCH BRIDGE
CA FS 1038(1)
OPTION Y
OPTION X
CULVERT REPAIR
CA FS 1038(1)
Bridge repair and culvert replacement
TYPE OF CONSTRUCTION:
ROUTES 46N50, 47N70 AND 47N72
OPTION Y - 3 CULVERT REPLACEMENT SITES,
OPTION X - 9 CULVERT REPLACEMENT SITES, ROUTE 46N50
SCHEDULE A - SALT GULCH BRIDGE OVER HORSE CREEK REPAIR
LENGTH 0.1 miles
SISKIYOU COUNTY
KLAMATH NATIONAL FOREST
Sheet 1 of 2
SYMBOLS AND ABBREVIATIONS
CONVENTIONAL PLAN
A2
ABBREVIATIONS DRAINAGE SYMBOLS
GEOLOGIC SYMBOLS
DI
FENCE & CATTLEGUARD SYMBOLS
Cattleguard (Existing, Proposed)
Fence w/ Gate (Existing, Proposed)
Fence (Existing, Proposed)
Material Source
Boring Location (Existing, Proposed)
Riprap Apron (Proposed)
Underdrain (Existing, Proposed)
With Drop Inlet (Existing, Proposed)
With Headwalls (Existing, Proposed)
With End Sections (Existing, Proposed)
Pipe Culvert (Existing, Proposed)
Box Culvert (Existing, Proposed)
Bridge (Existing, Proposed)
Spring
River
Wetland
Large Creek
Lake, Pond or Reservoir
Drainage or Small Creek
Flow Arrow
Ditch (Existing, Proposed)
SPRING
D jt.J int.
incr.
incl.
IDI
hwy.
HW
horiz.
hex.
HES
hdwl.H gdr.
galv.
ga.G ftg.
fin.
FES
Fed.
f.f.F ext.
exp. jt.
exc.
EW
et ux et al
ER
EQ or eq.
EOP
engr(s).
emb.
elev.
El. 94.066 e
EE
dwg(s).
DLC
Dist.
dist.
diaph.
diag.
dia. or D
DI
DHV
decr.D culv.
CTSM
ctrs.
CS
cr.
corr.
cont.
constr. jt.
constr.
conc.
col.
Co.
CMP
clr.
c-c
CBCC
brg.
br.
BP
BM
BK
beg.
b.f.B asph.
appr.
alt.
AH
aggr.
ADT
abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall
Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve
WW
VPI
vph vert.
VV
typ.
TS
transv.
TCE
TBM
tan.
T.
TT
sym.
struc.
str.
stiff.
std.
sta.
ST
st.
spec.
spa.
shldr.
sec.
SC
SADT
SS
rte.
Rt. or RT
RH
ret. wall
Res.
res.
reqd.
reinf.
reconst.
rdwy.
rd.
R/W
R.
RR
quant., QtyQ pvmt.
PT
psi proj.
POT
POS
POC
pl.
PI
perf.
PCC
PCP
OD
o.f.
o.c.O
no. or # neg.
NC
NN
mtn(s).
mon.
min.
max.
matl.
maint.
mag.M
LW
Lt. or LT
LPSM
long.
lat.
lam.
LL
EROSION & SEDIMENT CONTROL SYMBOLS
joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement
Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline
Ø
Riprap
Rolled Erosion Control Product
Diversion Berm
Check Dam
Bonded Fiber Matrix Mulching
Fiber Roll (Slope Protection)
Temporary Inlet Protection
Silt Fence
Fiber Roll (Ditch and/or Cut Slope)
STATE PROJECT
NO.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts A G e n s h t\
A A S
Y M
C
A F S .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r d a r in .l o c k h a r t_ CA
SYMBOLS AND ABBREVIATIONS
CONVENTIONAL PLAN
Sheet 2 of 2
A3
36 31
36 31
6 1
ˆ
Treeline
Tree
MAPPING SYMBOLS
LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS
RIGHT-OF-WAY SYMBOLS
ROADWAY SYMBOLS
SIGN SYMBOLS
UTILITY SYMBOLS
Retaining Wall (Existing, Proposed)
Median & Side Barrier (Existing, Proposed)
Guardwall (Existing, Proposed)
Guardrail (Existing, Proposed)
GUARDRAIL, BARRIER & WALL SYMBOLS
Post Mounted (Existing, Proposed)
Portable (Proposed)
Delineator (Existing, Proposed)
Commercial (Existing, Proposed)
Signs
Telephone
Power
Fiber Optic
CATV
Overhead Utility Line (Existing, Proposed)
Water
Telephone
Sanitary Sewer
Power
Oil
Gas
Fiber Optic
CATV
Underground Utility (Existing, Proposed)
Telephone Pedestal (Existing, Proposed)
Telephone Booth (Existing, Proposed)
Street Light (Existing, Proposed)
Support Pole Anchor (Existing, Proposed)
Support Pole (Existing, Proposed)
Surface (Existing, Proposed)
Underground (Existing, Proposed)
Irrigation Ditch
999.9
Roadway Obliteration
Roadway Centerline (With Station ticks)
Proposed
Existing
Edge of Roadway
Toe of Fill
Transition
Top of Cut
Slope Stake Limits
Clearing/Construction Limits
Survey Control Point
Trail
Spot Elevation
Double Track
Single Track
Railroad
North Arrow
Coordinate Grid Tick
Building (Existing, Proposed)
Section Corner (Found)
Section Corner (Found, Projected)
Section Corner (Found, Projected)
Right-of-Way Line (Proposed)
Right-of-Way Line (Existing)
Property Line
Parcel Number
Monument (As described)
Temporary (Proposed)
Permanent (Proposed)
Permanent (Existing)
Easements
National Wildlife Refuge
National Park
National Forest
Bureau of Land Management
Bureau of Indian Affairs
Section
Section
Section
Township or Range Line
City
County
State
National
Boundaries
STATE PROJECT
NO.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts A G e n s h t\
A A S
Y M
C
A F S .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r d a r in .l o c k h a r t_ CA
5.02.50
Scale in Miles
BRIDGE APPROACH REPAIR
SALT GULCH BRIDGE
CA FS 1038(1)
CULVERT REPLACEMENTS
SALT GULCH BRIDGE
CA FS 1038(1)
Seiad Valley
Horse Creek
Hamburg
I-5
A4
VICINITY MAP
STATE PROJECT
NO.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts A G e n s h t\
A S it e M a p
C A F S .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
30 IN PINE
102 IN CMP948.3
30 INCH CMP948.5
TOP OF PIPE MP 2.37
32 IN PINE954.1954.4
36 IN PINE
22 IN PINE
48 IN PINE
48 IN PINE
963.218 IN CMP
22 IN PINE
30 IN PINE
26 IN PINE
966.1LARGE CMP
967.1
26 IN PINE
34 IN PINE
40 IN PINE
969.0
969.1
36 IN CMP 969.6
18 IN PINE
971.4
40 IN PINE
973.836 IN CMP
40 IN PINE
20 IN ELM
36 IN PINE
30 IN PINE
40 IN PINE
18 IN PINE20 IN OAK
978.6
18 IN ELM
979.6
84 IN VERT CMP980.1
24 IN CMP 980.7
52 IN PINE
30 IN PINE
20 IN PINE
36 IN PINE
26 IN PINE
20 IN PINE
40 IN PINE
982.018 IN CMP 40 IN PINE
18 IN ELM
18 IN OAK
40 IN PINE
18 IN PINE
18 IN CEDAR
450160D NAIL
18 IN PINE
18 IN CMP983.9
36 IN PINE
18 IN PINE
18 IN PINE
18 IN PINE30 IN PINE
STREAM BOTTOM
18 IN TRI ELM
28 IN PINE
18 IN PINE
20 IN PINE
24 IN CPP986.5
40D NAIL
66 IN CMP986.6
48 IN PINE
30 INCH ASH
46N50 MP 7.68
DRY BTM
987.2
24 IN PINE
18 IN PINE 24 IN PINE
18 INCH PINE
18 IN PINE
988.0
18 INCH PINE
30 IN PINE
24 IN PINE
33 IN PINE
20 IN PINE
988.9
24 IN PINE
18 IN PINE
24 IN PINE
36 IN CMP989.4
24 IN CMP
40 IN PINE 24 IN PINE
36 IN PINE
18 IN CMP
28 IN PINE
18 IN ELM
18 IN ELM
20 IN PINE
36 TO 24 IN
36 TO 24 IN
18 IN PINE
36 IN PINE
24 IN CMP
RESECT
991.3
20 IN PINE
18 IN TRI OAK
24 IN OAK
18 IN PINE
6 IN CMP 992.1
40D NAIL
48N20 MP 6.66
36 IN CMP992.3
20 IN PINE
MP 2.7992.5
24 IN DBL OAK
20 INCH PINE
993.0
40D NAIL
993.136 IN CMP
26 IN PINE
40D NAIL
20 IN PINE
993.5
993.5
RESECT
40 INCH PINE
48 IN CMP993.8
36 IN CMP993.9
18 IN PINE
38 IN SNAG
18 IN PINE 40D NAIL
994.918 IN CMP
46N50 MP2.58
40D NAIL
36 INCH CMP995.4
36 IN CMP995.5
995.524 IN CMP
995.6
40D NAIL
48 IN CMP
995.718 IN CMP
CLIFF BOTTOM
36 IN PINE
30 INCH CMP
18 IN CMP 995.9
40D NAIL
48N20 MP 3.09
36 IN PINE
36 IN PINE
24 IN PINE
20 IN PINE
35 IN PINE
18 IN PINE
18 IN CMP
20 IN PINE
996.3
40D NAIL
40D NAIL
20 IN PINE
18 IN CMP
48N20 MP 4.5
18 IN PINE
BURIED
48N20 MP 6.37
24 IN PINE
26 IN PINE
40D NAIL
40D NAIL
40D NAIL
997.130 IN CMP
18 INCH CMP997.1
RESECT
18 INCH CMP
34 IN PINE
40D NAIL
GRATE
40D NAIL
STONE
ROCK BEDDED
60D NAIL
18 IN CMP
18 IN CEDAR
RESECT
40D NAIL
18 IN OAK
22 IN PINE
22 IN PINE
20 IN PINE
998.8
47N72 MP1.73
24 IN CMP
40D NAIL
40D NAIL
60 INCH PINE
46N50 MP
9.73
18 IN ELM
RESECT
60D NAIL
48 IN PINE
46N50 MP1.93
46N50 MP9.62
40D NAIL
18 INCH CMP
999.8
18 INCH PINE
46N50 MP 7.48
40D NAIL
40D NAIL
22 IN ELM
60D NAIL
40D NAIL
40D NAIL
40D NAIL
40D NAIL
60D NAIL
60D NAIL
40D NAIL
40D NAIL
40D NAIL
40D NAIL
40D NAIL
46N50 MP 7.38
40D NAIL
40D NAIL
40D NAIL
40D NAIL
4502NAIL
MP 2.46
40D NAIL
ROCK BEDDED
46N50 MP 8.28
46N50 MP 8.40
40D NAIL
40 IN PINE
RESECT
46N50 MP 7.33
DIR ONLY
RESECT
26 IN PINE
20 IN PINE
18 IN OAK
47N70 MP 1
.12
18 IN
18 IN PINE
40D NAIL
MP 1.04
40 IN PINE
18 IN PINE
40D NAIL
MP 3.75
40D NAIL
20 IN
46N50 MP 7.63
20 IN
36 IN PINE
18 IN MADRONE
20 INCH PINE
40D NAIL
40D NAIL
MP 1.12
24 IN
20 INCH PINE
18 IN PINE
40D NAIL
MP 2.10
36 IN TRI OAK
40D NAIL
18 IN PINE
18 IN PINE
40D NAIL
20 INCH PINE
18 IN PINE
46N50 MP2.36
18 IN PINE
46N50 MP2.76
60D NAIL
MP 2.23
1003.4
40D NAIL
40D NAIL
1003.948 IN CMP
40D NAIL
29 IN PINE
24 INCH PINE
24 IN PINE
40D NAIL
40D NAIL
20 IN PINE
18 IN PINE
60D NAIL
40D NAIL
40D NAIL
40D NAIL
MP 7.83
60D NAIL
36 IN PINE
60D NAIL
30 IN PINE
24 INCH PINE
20 IN PINE
STREAM BOTTOM
40D NAIL
18 IN PINE
18 IN PINE
24 IN
18 IN PINE
60D NAIL
18 IN OAK
18 INCH PINE
60D NAIL
24 IN
40D NAIL
24 INCH PINE
1008.118 IN CMP
JJ NOLEN MEMORIAL
30 IN
MP 3.71
18 IN PINE18 IN PINE
20 INCH PINE
18 IN PINE
18 IN PINE
18 IN PINE
18 IN PINE
18 IN PINE2X 20 IN PINES
18 IN ELM
46N50 MP 7.77
30 IN PINE
18 IN PINE
18 IN PINE
40D NAIL
20 IN OAK
24 IN PINE
20 IN PINE
44 IN PINE
20 IN OAK
20 IN PINE
28 IN PINE
26 IN PINE
36 IN PINE
18 IN OAK
24 IN PINE
18 IN PINE
20 IN PINE
24 IN PINE
36 IN PINE
24 IN DBL PINE
24 IN PINE
28 IN PINE
34 IN PINE
36 IN PINE
39 IN PINE
34 IN PINE
20 IN PINE
60D NAIL4503
24 IN PINE
36 IN PINE
T POST
36 IN PINE
WATERFALL
20 INCH PINE
26 IN PINE
36 IN PINE
30 INCH PINE
WATERFALL
30 INCH PINE
20 INCH PINE
30 INCH PINE
5280'2640'0
Scale in Feet
Legend
Culvert replacement locations
A5
N
N
N
N
N
N
N
N
ROUTE 46N50
CA FS 1038(1)
SITE MAP
ROUTE 47N72
CA FS 1038(1)
ROUTE 47N70
CA FS 1038(1)
SCHEDULE A
SALT GULCH BRIDGE
CA FS 1038(1)
46N50 8.40 - OPTION Y
46N50 8.28 - OPTION X
46N50 7.33 - OPTION X
46N50 7.38 - OPTION X
46N50 7.63 - OPTION X
46N50 7.48 - OPTION X
46N50 7.68 - OPTION X
46N50 9.62 - OPTION X
46N50 7.77 - OPTION X
N .7 O
P T
IO
N Y
- OPTION Y
47N70 1.12
O
P T
IO
N X
N .7
ROUTE 48N20
NO.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts A G e n s h t\
A S it e M a p
C A F S .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r d a r in .l o c k h a r t_ CA
REVISIONS (OR CHANGE NOTICES)
DESCRIPTION
NO.
DATE INIT.
A6
SURVEY CONTROL
Sheet 1 of 2
CA
SALT GULCH BRIDGE
CA FS 1038(1)
STATE PROJECT
NO.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts A G e n s h t\
A A
C A F
S S a lt G u lc h c o n tr o l_ s h e e t.
d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r d a r in .l o c k h a r t_
SURVEY CONTROL
REVISIONS (OR CHANGE NOTICES)
DESCRIPTION
NO.
DATE INIT.
A7
Sheet 2 of 2
CA
SALT GULCH BRIDGE
CA FS 1038(1)
STATE PROJECT
NO.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts A G e n s h t\
A A
C A F
S S a lt G u lc h c o n tr o l_ s h e e t.
d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r d a r in .l o c k h a t_
NO SCALE
DETAIL B
EXISTING TYPICAL SECTION
from 14' to 22'
Existing width varies
Existing Ground
Existing Ground
1:3
NOTE:
3.
3. 1.
Method 2
6" Roadway Aggregate, See Detail B
1.
Clearing Limits
(Typ)
3'
(Typ)
3'
Minimize disturbances to existing slope
(top of surfacing)
Profile grade
Existing Ground 3.
2.
1.
to match bridge approach elevation
Grade existing road surface
6" Roadway Aggregate, Method 2
3.
3.
1.
(top of surfacing)
Profile grade
Varies (6' to 20') Varies (6' to 11')
AT BRIDGE APPROACH
ONE LANE TWO WAY ROAD
TYPICAL SECTION
AT CULVERT REPLACEMENT
ONE LANE TWO WAY ROAD
TYPICAL SECTION
Existing Ground6" Roadway Aggregate, Method 2
1V:4H
Clear Zone)
(Typical for
7'
1V:4H
Clear Zone)
(Typical for
7'
Varies Varies
1.
TYPICAL SECTIONS
(Typical 18')
Match Existing Road Width cross slope for drainage.
Match existing road width and cross slope in curves. Typical 3% minimum
Place Roadway Aggregate, Method 2 according to Section 302.
may be adjusted by the CO for adequate drainage and stability.
The foreslope, width of roadway ditches, cut and fill slope ratios
A6
STATE PROJECT
NO.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts A G e n s h t\
A
T Y P
C A F S .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r d a r in .l o c k h a r t_ CA
B4 B5-B7 S2
Drainage Summary
Miscellaneous Summaries Bridge Summary Allowance Bid Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15214-1000 SURVEY AND STAKING, BRIDGE LPSM All ALL
A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0080 15401-0000 CONTRACTOR TESTING LPSM ALL
A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 400 400
A0140 20304-2000 REMOVAL OF BRIDGE (PARTIAL) LPSM All ALL
A0160 20435-2000 BACKFILL, GRANULAR CUYD 75 75
A0180 20720-0300 REINFORCEMENT GEOSYNTHETIC, TYPE 3 SQYD 540 540
A0200 20801-0000 STRUCTURE EXCAVATION CUYD 130 130 Contract Quantity
A0220 30203-2140 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE, 6-INCH DEPTH SQYD 130 20 150
A0240 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 72 72 Contract Quantity
A0260 55235-0000 EXPANSION JOINTS LNFT 22 22 Contract Quantity
A0280 55401-1000 REINFORCING STEEL LB 7,200 7,200 Contract Quantity
A0300 55401-2000 REINFORCING STEEL, EPOXY COATED LB 2,700 2,700 Contract Quantity
A0320 55601-0900 BRIDGE RAILING, STEEL LNFT 25 25 Contract Quantity
A0340 56202-0000 TEMPORARY SUPPORT STRUCTURE LPSM All ALL
A0360 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 2 2 Contract Quantity
A0380 56501-0400 DRILLED SHAFT, 36-INCH DIAMETER LNFT 76 76
A0400 62201-0050 DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY HOUR 20
A0420 62201-0750 WHEEL LOADER, 0.4 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20
A0440 62201-2750 MOTOR GRADER HOUR 20
A0460 62201-3000 HYDRAULIC EXCAVATOR HOUR 20
A0480 62301-0000 GENERAL LABOR HOUR 40
A0500 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40
A0520 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40
A0540 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 556 44 600
A0560 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 556 44 600
A0580 63308-0000 OBJECT MARKER EACH 2 2
A0600 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 8 8
A0620 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 14 4 18
MileStone: 100% Estimate Date Completed: In Progress Report Date: 04/23/20
A M E N D
Line Item No.
Pay Item Number
SUMMARY OF QUANTITIES - Schedule A
-A pr
-2
5:
P
M
Remarks and/or Determination of
Estimated Quantity Pay Item Description Unit
Estimated Quantities
C
C A\
FS
S al t
G ul ch \R oa dw ay \C
AD
D
_S he et s\
B -S um m
SO
Q B
1- B su m m ar y_
0.
xl sm ]S he et
STATE PROJECT
B1FS 1038(1)
SALT GULCH BRIDGECA
SHEET
NUMBER
Summary
Miscellaneous Summaries Bridge Summary Allowance Bid Schedule
X0010 15101-0000 MOBILIZATION LPSM ALL
X0030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 9 9
X0050 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
X0070 15401-0000 CONTRACTOR TESTING LPSM ALL
X0090 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
X0110 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 900 900
X0130 20301-1900 REMOVAL OF PIPE CULVERT EACH 8 8
X0150 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 128 7 135
X0170 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 42 3 45
X0190 30203-2140 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE, 6-INCH DEPTH SQYD 375 25 400
X0210 60201-1000 36-INCH PIPE CULVERT LNFT 385 15 400
X0230 60201-1100 42-INCH PIPE CULVERT LNFT 47 3 50
X0250 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 2 2
X0270 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 16 16
X0290 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT EACH 2 2
X0310 60212-1000 ELBOW, 36-INCH EACH 5 1 6
X0330 60230-0000 DEBRIS RACK EACH 8 8
X0350 60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH EACH 4 4
X0370 62201-0050 DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY HOUR 20
X0390 62201-0750 WHEEL LOADER, 0.4 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20
X0410 62201-2750 MOTOR GRADER HOUR 20
X0430 62201-3000 HYDRAULIC EXCAVATOR HOUR 20
X0450 62301-0000 GENERAL LABOR HOUR 40
X0470 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40
X0490 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40
X0510 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 3,889 2,500
X0530 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 2,500 2,500
X0550 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 8 8
X0570 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 14 4 18
-A pr -2
5:
P M
MileStone: 100% Estimate Date Completed: In Progress Report Date: 04/23/20
C
C A\
FS
S al t
G ul ch \R oa dw ay \C
AD
D
_S he et s\
B -S um m
SO
Q B
1- B su m m ar y_
0.
xl sm ]S he et
2)
SUMMARY OF QUANTITIES - Option X
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities Remarks and/or Determination of
Estimated Quantity
STATE PROJECT
B2FS 1038(1)
SALT GULCH BRIDGECA
Summary
Miscellaneous Summaries Bridge Summary Allowance Bid Schedule
Y0010 15101-0000 MOBILIZATION LPSM ALL
Y0030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 3 3
Y0050 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
Y0070 15401-0000 CONTRACTOR TESTING LPSM ALL
Y0090 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
Y0110 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 500 500
Y0130 20301-1900 REMOVAL OF PIPE CULVERT EACH 3 3
Y0150 25101-0600 PLACED RIPRAP, METHOD A, CLASS 6 CUYD 254 254
Y0170 30203-2140 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE, 6-INCH DEPTH SQYD 212 23 235
Y0190 60201-1200 48-INCH PIPE CULVERT LNFT 310 20 330
Y0210 60202-1500 90-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT (103 X 71 ARCH PIPE CULVERT) LNFT 41 5 46
Y0230 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT EACH 6 6
Y0250 60212-1200 ELBOW, 48-INCH EACH 3 3
Y0270 60230-0000 DEBRIS RACK (SPECIAL 96-INCH) EACH 1 1
Y0290 60233-1500 METAL HEADWALL FOR 90-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT EACH 2 2
Y0310 60602-1100 PIPE ANCHOR ASSEMBLY, 48-INCH EACH 3 3
Y0330 60706-0000 CLEANING DRAINAGE STRUCTURE EACH 2 2
Y0350 62201-0050 DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY HOUR 10
Y0370 62201-0750 WHEEL LOADER, 0.4 CUBIC YARD MINIMUM RATED CAPACITY HOUR 10
Y0390 62201-2750 MOTOR GRADER HOUR 10
Y0410 62201-3000 HYDRAULIC EXCAVATOR HOUR 10
Y0430 62301-0000 GENERAL LABOR HOUR 40
Y0450 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20
Y0470 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20
Y0490 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 1,389 1,389
Y0510 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 1,389 1,389
Y0530 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4
Y0550 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 14 4 18
-A pr -2
5:
P M
MileStone: 100% Estimate Date Completed: In Progress Report Date: 04/23/20
C
C A\
FS
S al t
G ul ch \R oa dw ay \C
AD
D
_S he et s\
B -S um m
SO
Q B
1- B su m m ar y_
0.
xl sm ]S he et
3)
SUMMARY OF QUANTITIES - Option Y
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities Remarks and/or Determination of
Estimated Quantity
STATE PROJECT
B3FS 1038(1)
SALT GULCH BRIDGECA
B4
DRAINAGE SUMMARY
STATE PROJECT
NO.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts B S u m m S
U M
.d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r d a r in .l o c k h a r t_ CA
B5
MISCELLANEOUS SUMMARIES
STATE PROJECT
NO.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts B S u m m S
U M
.d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r d a r in .l o c k h a r t_ CA
B6
MISCELLANEOUS SUMMARIES
STATE PROJECT
NO.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts B S u m m S
U M
.d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r d a r in .l o c k h a r t_ CA
2158.6
D I R O
N L
Y
.4
IN
C
M P
P C
.5
PT
.0
PC
.9
P T
.8
P C
.8
P T
.2
P C
.5
P T
.9
P O
T
.1
STATE PROJECT
NO.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts C
M L P
P C P
N P
C A S a lt
G u lc h .d g n
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
-1.2%
M a tc h e x is ti n g g r o u n d
V P I
.6
80'40'0
Scale in Feet
1+00 2+00 3+00 4+00 5+00 6+001+50 2+50 3+50 4+50 5+50
2,100
2,120
2,140
2,160
2,180 2,180
2,160
2,140
2,120
2,100
R
R
R
HCL FS 46N50
31.52 RT
2+28.00
24.67 RT
2+35.44
9.55 RT
1+92.63
8.19 LT
1+92.63
130 SQYD
Method 2, 6-inch depth
Place Roadway Aggregate, Install Object Marker, Type 3
OM3-L
10.5 LT
2+28
SCHEDULE A - CA FS 1038(1) SALT GULCH BRIDGE
C1
Install Object Marker, Type 3
OM3-R
2+37, 13.0 RT
Sign (Weight Limit 5 Tons)
Remove and Reset
2+35, 14.0 RT
30 SQYD
Compacted roadway aggregate
See sheet RG3163-K, under bridge approach slab
Method 2, 12.5-inch depth
Place Roadway Aggregate, SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
P
N P
C A
N .3
.d g n
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
1:6 1:4
18%
989.57
995.94
24'34.5'
13.3' 21.2' 24'
36'
46N50 7.33
Remove existing culvert
Install 36" CMP and FES, Lt. and Rt.
Place Riprap, Method A, Class 3 (14'W X 16'L X 3'Depth)
Install debris rack over inlet
5 9
1005 1010
P O
T
.0
P I
.0
P I
.1
P I
.9
P I
.4
P I
.8
P I
.1
P I
.7
P I
.8
P I
.9
P I
.2
988.5
995.7
18 IN CMP
S T
O N
E
D N
A I L
D N
A I L
N M
P .3
26 IN PINE
IN
O
A K
IN
P
IN
E
D N
A I L
36 IN PINE
40'20'0
Scale in Feet
1,000
1,010
1,000
1,010
10+00 11+50 12+00
D1
990 990
OPTION X - 46N50 CULVERT 7.33
FS 46N50
Surface Course 6-inch Depth
Roadway Aggregate, Method 2, NOTE:
4.
3.
2.
1.
coordinate system with an assumed elevation.
flowline of the drainage channel. Each site is based on local
The stationing, alignment and profile is along the surveyed excavation.
where the road surface is disturbed by culvert installation
Place roadway aggregate matching the existing roadway width that are stabilizing the existing slope.
channel configuration and to avoid damaging trees installing riprap. Adjust riprap layout to match existing
Avoid excavating around base of trees and roots when
See SCR Subsection 107.10.
to be removed with survey tape and coordinate with the CO.
Before removing any trees, mark the trees that are proposed
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
P
N P
C A
N .3
.d g n
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
4%
1:6 1:4
993.74 994.60
14.8' 18.2' 15.9'
21.4'
15.9'33'
46N50 7.38
Remove existing culvert
Install 36" CMP and FES, Lt. and Rt.
Install Elbow at inlet, see Standard 602-6
Place Outlet Riprap Apron see Detail C251-50
Install debris rack over inlet
P O
T
.0
P I
.2
P I
.6
P I
.1
P I
.1
P I
.0
P O
T
.6
40D NAIL
46N50 M P 7.38
40D NAIL
I
N P I N
E
40'20'0
Scale in Feet
1,000
1,010
1,020
1,000
1,010
1,020
10+00 11+50
D2
FS 46N50
OPTION X - 46N50 CULVERT 7.38
Surface Course 6-inch Depth
Roadway Aggregate, Method 2, NOTE:
4.
3.
2.
1.
coordinate system with an assumed elevation.
flowline of the drainage channel. Each site is based on local
The stationing, alignment and profile is along the surveyed excavation.
where the road surface is disturbed by culvert installation
Place roadway aggregate matching the existing roadway width that are stabilizing the existing slope.
channel configuration and to avoid damaging trees installing riprap. Adjust riprap layout to match existing
Avoid excavating around base of trees and roots when
See SCR Subsection 107.10.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
P
N P
C A
N .4
.d g n
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
2%
2%
10:1 1:4
1:
980.52
993.44 993.98
5'
.7
27'
22.1'53.8'
46N50 7.48
Remove existing culvert
Install 36" CMP and FES, Lt. and Rt.
Install Elbows and Pipe Anchor Assembly, 36-Inch see Special 606-A
Place Outlet Riprap Apron see Detail C251-50
Install debris rack over inlet
16'
15.5' 11.2' 12.3' 14.8' 19.9'
0 985 9
P O
T
.0
P I
.3
P I
.9
P I
.1
P I
.7
P I
.2
PI
+91 .60
+00
PI
1+ .3
P I
.6
P O
T
.9
I
N O
A K
993.5
994.9
18 IN CMPR
E S E C T
N M
P .4
D N
A
IL
D N
A
IL
D N
A
IL
40'20'0
Scale in Feet
1,000
1,010
1,000
1,010
11+50
D3
OPTION X - 46N50 CULVERT 7.48
Surface Course 6-inch Depth
Roadway Aggregate, Method 2, FS 46N50 to avoid tree and roots.
Adjust location of culvert
NOTE:
4.
3.
2.
1.
coordinate system with an assumed elevation.
flowline of the drainage channel. Each site is based on local
The stationing, alignment and profile is along the surveyed excavation.
where the road surface is disturbed by culvert installation
Place roadway aggregate matching the existing roadway width that are stabilizing the existing slope.
channel configuration and to avoid damaging trees installing riprap. Adjust riprap layout to match existing
Avoid excavating around base of trees and roots when
See SCR Subsection 107.10.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
P
N P
C A
N .6
.d g n
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
6%
1:4
993.48 995.36
22.7' 41'
31.4'
1:10
13.5'17.9'
1:
1.
46N50 7.63
Remove existing culvert
Install 36" CMP and FES, Lt. and Rt.
Install debris rack over inlet
0P
O T
.0
P I
.2
P I
.2
P I
.5
P I
.1
PI
0+ .1
PI
0+ .5
P I
.7
P I
.8
P I
.5
P I
.2
P I
.5
P O
T
.8
24 IN
PIN
E
28 IN
PIN
E
24 IN
PIN
E 996.3
40D NAIL
18 IN C
MP
998.2
40D NAIL
46N50 MP 7.63
40D NAIL
18 IN
PIN
E
24 IN
D
B
L PIN
E
40'20'0
Scale in Feet
1,000
1,010
1,000
1,010
1,0201,020
10+00 10+50 11+00 11+50 12+00
D4
OPTION X - 46N50 CULVERT 7.63
Surface Course 6-inch Depth
Roadway Aggregate, Method 2, FS 46N50 NOTE:
4.
3.
2.
1.
coordinate system with an assumed elevation.
flowline of the drainage channel. Each site is based on local
The stationing, alignment and profile is along the surveyed excavation.
where the road surface is disturbed by culvert installation
Place roadway aggregate matching the existing roadway width that are stabilizing the existing slope.
channel configuration and to avoid damaging trees installing riprap. Adjust riprap layout to match existing
Avoid excavating around base of trees and roots when
See SCR Subsection 107.10.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
P
N P
C A
N .6
.d g n
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
8%
1:6
38.3'
21.5'26.4'15.9'
27.5'42.3'
1:4
1:
46N50 7.68
Remove existing culvert
Install 36" CMP and FES, Lt. and Rt.
Do not remove upstream berms
Place Outlet Riprap Apron see Detail C251-50
Install debris rack over inlet
16'
978.25
982.82
P O
T
.0
P I
.7
P I
.4
P I
.4
P O
T
.8
978.6
18 IN CMP
983.9
D N
A I L
N M
P .6
40'20'0
Scale in Feet
10+00 10+50 11+00
OPTION X - 46N50 CULVERT 7.68
D5
Surface Course 6-inch Depth
Roadway Aggregate, Method 2, FS 46N50
NOTE:
4.
3.
2.
1.
coordinate system with an assumed elevation.
flowline of the drainage channel. Each site is based on local
The stationing, alignment and profile is along the surveyed excavation.
where the road surface is disturbed by culvert installation
Place roadway aggregate matching the existing roadway width that are stabilizing the existing slope.
channel configuration and to avoid damaging trees installing riprap. Adjust riprap layout to match existing
Avoid excavating around base of trees and roots when
See SCR Subsection 107.10.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
P
N P
C A
N .7
.d g n
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
6%
1:5 1:4
1:
1003.62
1005.61 36.3'
15.1' 20.8' 25.4'
33.1'35.9'
46N50 7.77
Remove existing culvert
Install 36" CMP and FES, Lt. and Rt.
Place Outlet Riprap Apron see Detail C251-50
Grade ditch at inlet to drain
Install debris rack over inlet
P O
T
.0
P I
.6
P I
.1
P I
.5
P O
T
.2
1003.4 1008.1
18 IN CMP
N M
P .7
D N
A
IL
I
N P I N
E
I
N P I N
E
39 IN PINE
6+00
40'20'0
Scale in Feet
1,010
1,000
1,010
1,0201,020
1,000
10+00 10+50 11+00
OPTION X - 46N50 CULVERT 7.77
D6
Surface Course 6-inch Depth
Roadway Aggregate, Method 2, FS 46N50 to avoid tree and roots.
Adjust location of culvert
NOTE:
4.
3.
2.
1.
coordinate system with an assumed elevation.
flowline of the drainage channel. Each site is based on local
The stationing, alignment and profile is along the surveyed excavation.
where the road surface is disturbed by culvert installation
Place roadway aggregate matching the existing roadway width that are stabilizing the existing slope.
channel configuration and to avoid damaging trees installing riprap. Adjust riprap layout to match existing
Avoid excavating around base of trees and roots when
See SCR Subsection 107.10.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
P
N P
C A
N .2
.d g n
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
983.67
994.89
46.
9'
26.5'53.5'
1:
1.
46N50 8.28
Remove existing culvert
Install 42" CMP and FES, Lt. and Rt.
Place Riprap, Method A, Class 4 (16'W X 21'L X 3' Depth)
Install debris rack over inlet
24% 21'
20.7' 32.7' 24.2'
985 9 0 9
P O
T
.0
0 P I
.7
P I
.7
P I
.6
P I
.9
P I
.3
P O
T
.5
IN
P
IN
E
IN
P
IN
E
989.72
IN
P
IN
E
IN
P
IN
E
IN
P
IN
E
IN
D
B L O
A K
18 IN CMP
996.1
IN
P
IN
E
40D NAIL
40D NAIL
46N50 MP 8.28
40D NAIL
IN
P
IN
E
IN
P
IN
E
IN
P
IN
E
IN
P
IN
E
40'20'0
Scale in Feet
1,000
1,010
1,000
1,010
10+00 11+50
OPTION X - 46N50 CULVERT 8.28
D7
Surface Course 6-inch Depth
Roadway Aggregate, Method 2, FS 46N50
NOTE:
4.
3.
2.
1.
coordinate system with an assumed elevation.
flowline of the drainage channel. Each site is based on local
The stationing, alignment and profile is along the surveyed excavation.
where the road surface is disturbed by culvert installation
Place roadway aggregate matching the existing roadway width that are stabilizing the existing slope.
channel configuration and to avoid damaging trees installing riprap. Adjust riprap layout to match existing
Avoid excavating around base of trees and roots when
See SCR Subsection 107.10.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
P
N P
C A
N .6
.d g n
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
6%
6%
5'
981.85
985.20
958.71
56'
15.7' 11.4' 34.2' 28.2' 35.3'
.5
42.2'89.5'
16'
M at ch ex is ti n g sl op e
M atch existing slope
46N50 9.62
Leave existing 18" pipe in place
Install 18" FES at inlet and outlet of existing 18" CMP
Install debris rack over inlet of 18" CMP
Place Outlet Riprap Apron for 18" culvert see Detail C251-50
Install 36" CMP and FES, Lt. and Rt.
Install Elbows and Pipe Anchor Assembly, 36-Inch see Special 606-A
Place Outlet Riprap Apron for 36" culvert see Detail C251-50
5 9
P O
T
.0
P I
.8
P I
.0
P I
.9
P I
.0
P I
.6
1 1
P I
.2
P O
T
.0
P I
.8
P I
.0
P I
.9
P I
.0
P I
.6
1 1
P I
.2
P I
.6
P I
.5
963.2
18 IN CMP
I
N P I N
E
I
N P I N
E
I
N P I N
E
I
N P I N
E
982.0
18 IN CMP
I
N P I N
E
I
N P I N
E
I
N P I N
E
I
N P I N
E
N M
P .6
0N
A
IL
I
N
I
N
I
N
I
N
D N
A
IL
N A
IL
I
N
I
N
I
N
40'20'0
Scale in Feet
1,000
1,000
10+00 11+00 12+0010+50 11+50
C15
FS 46N50
OPTION X - 46N50 CULVERT 9.62
FS 46N50
to avoid tree and roots.
Adjust location of culvert to avoid tree and roots.
Adjust location of culvert
D8
NOTE:
4.
3.
2.
1.
coordinate system with an assumed elevation.
flowline of the drainage channel. Each site is based on local
The stationing, alignment and profile is along the surveyed excavation.
where the road surface is disturbed by culvert installation
Place roadway aggregate matching the existing roadway width that are stabilizing the existing slope.
channel configuration and to avoid damaging trees installing riprap. Adjust riprap layout to match existing
Avoid excavating around base of trees and roots when
See SCR Subsection 107.10.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
P
N P
C A
N .7
.d g n
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
20:1 1:6
18%
988.74
995.23
35.8
15.3' 21' 24'
24'36.3'
16'
46N50 9.73
Remove Exisiting 18" CMP
Install 36" CMP and FES, Lt. and Rt.
Outlet Class 3 riprap (14'W X 16'L X 3' Depth)
5 1
P O
T
.0
P I
.8
P I .3
P I .5
P I
.0
P I .9
P I
.5
P I
.8
P I
.1
P I
.1
P I
.4
IN
P
IN
E
IN
C
E D
A R 2
IN
P
IN
E
988.0
I
N P I N
E
I
N P I N
E
N A
IL
18 IN CMP
995.9
I
N P I N
E
N M
P .7
5N A
IL
IN
P
IN
E
I
N P I N
E
N A
IL
IN
P
IN
E
I
N O
A K
I
N O
A K
I
N P I N
E I
N P I N
E
40'20'0
Scale in Feet
1,000
1,010
1,020
1,000
1,010
1,020
10+00 11+0010+50 12+0011+50
OPTION X - 46N50 CULVERT 9.73
Surface Course 6-inch Depth
Roadway Aggregate, Method 2, FS 46N50
D9 to avoid tree and roots.
Adjust location of culvert
NOTE:
4.
3.
2.
1.
coordinate system with an assumed elevation.
flowline of the drainage channel. Each site is based on local
The stationing, alignment and profile is along the surveyed excavation.
where the road surface is disturbed by culvert installation
Place roadway aggregate matching the existing roadway width that are stabilizing the existing slope.
channel configuration and to avoid damaging trees installing riprap. Adjust riprap layout to match existing
Avoid excavating around base of trees and roots when
See SCR Subsection 107.10.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
P
N P
C A
N .4
.d g n
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
1:6
991.12
40.2'
1:4
989.03
51.1' 17' 23.2'
44.1'68.1'
5.3%
51.5'
46N50 8.4
Remove existing culvert
Install 103" X 71" arch CMP
Install Metal Headwall System for 103 x 71 Arch Pipe Culvert
Place Riprap, Method A, Class 6 (48.5'W X 51.5'L X 4'Depth)
P I
.8
P I
.0
P I
.6
P I
.6
P I
.9
0 P I .3
P I
.1
P I
.0
P I
.6
P I
.7
P O
T
.5
P I
.8
P I
.0
P I
.6
P I
.6
P I
.9
0 P I .3
P I
.1
P I
.0
P I
.6
P I
.7
P O
T
.5
P I
.7
P I
.5
I
N P I N
E
I
N P I N
E
I
N E
L M
I
N E
L M
I
N P I N
E
I
N E
L M
I
N P I N
E
I
N T
R I E
L M
I
N P I N
E
I
N P I N
E
I
N P I N
E
I
N P I N
E
I
N P I N
E
I
N P I N
E
988.9
I
N P I N
E
I
N P I N
E
I
N E
L M
I
N E
L M
I
N T
R I O
A K
48 IN CMP
993.8
I
N P I N
E
I
N P I N
E I
N P I N
E
I
N P I N
E
40D NAIL
I
N O
A K
I
N E
L M
40D NAIL
46N50 M P 8.40
40D NAIL
I
N T
R I O
A K
I
N P I N
E
40'20'0
Scale in Feet
1,000
1,010
1,000
1,010
11+00 12+00 13+0010+50 11+50 12+50
D10
OPTION Y - 46N50 CULVERT 8.40
Surface Course 6-inch Depth
Roadway Aggregate, Method 2, FS 46N50
See Note 2.
NOTE:
Subsection 602.03 and Subsection 725.19.
Stain metal headwall with weathering agent. See SCR coordinate system with an assumed elevation.
flowline of the drainage channel. Each site is based on local
The stationing, alignment and profile is along the surveyed excavation.
where the road surface is disturbed by culvert installation
Place roadway aggregate matching the existing roadway width that are stabilizing the existing slope.
channel configuration and to avoid damaging trees installing riprap. Adjust riprap layout to match existing
Avoid excavating around base of trees and roots when
See SCR Subsection 107.10.
to be removed with survey tape and coordinate with the CO.
Before removing any trees, mark the trees that are proposed
5.
4.
3.
2.
1.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
P
N P
C A
N .1
.d g n
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
9%
1.
5:
84.5'54'
950.00
.7
8'
M atch existing slope
986.64
71.3' Culvert B
78.6' Culvert A 52.6' C ulvert B
51.5' C ulvert A
982.56 Culvert B
982.16 Culvert A
47N70 1.12
Remove existing inlet drop structure
Leave existing 66" culvert in place
Clean drainage structure, culvert (2) 36-inch culverts
Install two 48" CMP and FES, Lt. and Rt.
Install elbows and Pipe Anchor Assembly, 48-inch see Special 606-A
Install debris rack (special 96-inch) over 66" culvert inlet see Special 602-A
.6
5 9
1005 10 05P
I
.6
P I
.0
P I
.4
P I
.3
P I
.2
P I
.3
P I
.0
P I
.9
P I
.3
P I
.8
P I
.1
P I
.0
P I
.9
P I
.0
P I
.6
PI
2+ .7
P I
.0
P I
.2
P I
.2
P O
T
.5
102 IN CMP
948.3
32 IN PINE
954.1
954.4
966.1
LARGE CMP
84 IN VERT CMP
980.1
24 IN CPP
986.5
24 IN CMP
T
O
I
N T
O
I
N
36 IN CMP
995.5
995.6
ROCK BEDDED
B N
A
IL
R O
C K B
ED
D
ED
R
ES
EC
T
DIR ONLY
R
ES
EC
T
N M
P .1
D N
A
IL
40'20'0
Scale in Feet
1,000
1,000
1,010 1,010
12+00 13+00 14+0011+50 12+50 13+50
D11
OPTION Y - 47N70 CULVERT 1.12
Surface Course 6-inch Depth
Roadway Aggregate, Method 2, FS 47N70
Clean culverts, 36-inch at culvert inlets
Grade and shape slope over 66-inch culvert
Existing ground over 48-inch culvert 'B'
Existing ground
48-inch culvert 'B'
See Special 602-A
Debris Rack (Special 96-Inch)
NOTE:
4.
3.
2.
1.
coordinate system with an assumed elevation.
flowline of the drainage channel. Each site is based on local
The stationing, alignment and profile is along the surveyed excavation.
where the road surface is disturbed by culvert installation
Place roadway aggregate matching the existing roadway width that are stabilizing the existing slope.
channel configuration and to avoid damaging trees installing riprap. Adjust riprap layout to match existing
Avoid excavating around base of trees and roots when
See SCR Subsection 107.10.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
P
N P
C A
N .7
.d g n
U s e r d a r in .l o c k h a r t_ CA
SALT GULCH BRIDGE
CA FS 1038(1)
38.9'
16.3'21.3'26.1'
37.6'35.7'
9.8%
47N72 1.73
Remove exisiting 24" culvert
Install 48" CMP and FES, Lt. and Rt.
Install 48" debris rack at inlet
Install elbow and Pipe Anchor Assembly, 48-inch see Special 606-A
'995.73
991.93
981.34
P O
T
.0
P I
.0
P I
.6
P O
T
.6
24 IN CMP
980.7998.8
N M
P .7
24 IN CMP 4
N A
IL
40'20'0
Scale in Feet
1,000
1,010
1,000
1,010
10+00 10+50 11+00
D12
OPTION Y - 47N72 CULVERT 1.73
Surface Course 6-inch Depth
Roadway Aggregate, Method 2, FS 47N72
NOTE:
4.
3.
2.
1.
coordinate system with an assumed elevation.
flowline of the drainage channel. Each site is based on local
The stationing, alignment and profile is along the surveyed excavation.
where the road surface is disturbed by culvert installation
Place roadway aggregate matching the existing roadway width that are stabilizing the existing slope.
channel configuration and to avoid damaging trees installing riprap. Adjust riprap layout to match existing
Avoid excavating around base of trees and roots when
See SCR Subsection 107.10.
NOTE:
12" min.
DETAIL APPROVED FOR USE 01/2011
FIBER ROLL
Maximum spacing (ft)
9" Ø Fiber Roll
Flow
12" min.
L im it
C le a r in g
S ta k e
S lo p e
INSTALLATION DETAIL
FIBER ROLL AS PERIMETER CONTROL
uphill side of fiber roll
Place excavated material on
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts E C .d g n
U s e r d a r in .l o c k h a r t_
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U.S. CUSTOMARY DETAIL
DETAIL
AT CULVERT OUTLET
FIBER ROLL
flared end section
Culvert inlet with
AT CULVERT INLET
FIBER ROLL
flared end section
Culvert outlet with Flow
D ire c tio n o f ru n o ff
Flow
FIBER ROLL LAPPING DETAIL
Stagger joints (typ.)
FIBER ROLL JOINT DETAIL
FIBER ROLL SLOPE LAYOUT
spacing table See Fiber Roll along contours
Install fiber rollsWood stakes
Fiber Roll
Slope
Fiber Roll
Pay Limits
Pay Limits overlap 12" (min.)
Fill slope
C157-55 side of fiber roll material on uphill
Place excavated
Flow Flow
54" or larger
Culvert Size
24" or smaller
30" to 48"
9" Ø Fiber Roll length (ft)
FIBER ROLLS AT CULVERTS*
needed due to project-specific conditions.
top of the culvert inlet only. Adjust length as
*Approximate length shown for rolls across the
See note 6 control runoff culvert as needed to
Install fiber rolls below
6.
5.
4.
3.
2.
1.
disturbance.
and all water entering the culvert is crossing the disturbance is on both the road and around the culvert
Place fiber rolls all the way around the inlet when the under it.
water is forced to flow through fiber roll rather than against upstream side of fiber roll to ensure storm with trench bottom and sides. Tamp soil backfill to the contour. Place fiber rolls in continuous contact
For fiber rolls on bare soil, construct trenches parallel
Expose stakes 2" above top of fiber roll.
Drive stakes into undisturbed soil at least 12" deep.
from each end.
2' o.c. max. culverts. Stake fiber rolls 6-inches stakes. Space stakes 4' o.c. max. on slopes and
Stake fiber rolls in place with 1" x 1" or 1" Ø wood vary more than 5% from level.
section of fiber roll, do not allow the fiber roll to
Install fiber rolls along slope contours. For any 20' to installation.
Repair all rills or gullies and properly compact prior
A A
Trench 2" min.
See no te 3
See no te 3
2" min.
Trench table for length requirements
See Fiber Rolls at Culverts culvert inlet
Install fiber rolls around table for length requirements
See Fiber Rolls at Culverts culvert outlet
Install fiber rolls around
Flow
Fiber roll roll 2" min.
Trench fiber
SECTION A-A
REVISED: 12/2017
E1
Flow
NO SCALE
1V:4H or flatter
Slope Gradient
1V:2H or steeper
STAKE DETAIL
uphill side of fiber roll
Place excavated material on
Fill or cut slope
FIBER ROLL SPACING TABLE*
project-specific conditions.
*Approximate spacing shown. Adjust spacing as needed due to
Between 1V:4H and 1V:3H
Between 1V:3H and 1V:2H
STATE PROJECT
NO.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts E C .d g n
U s e r d a r in .l o c k h a r t_ CA
C251-50
CLASS
RIPRAP
SECTION
END
WITH
SECTION
END
WITHOUT
(CY)
QUANTITY
RIPRAP
ESTIMATED
(SY)
QUANTITY
GEOTEXTILE
ESTIMATED
(inches) D
SIZE
CULVERT
(feet) L
APRON
OF
LENGTH
(feet) H
APRON
OF
DEPTH
CLASS
RIPRAP
SECTION
END
WITH
SECTION
END
WITHOUT
PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES
OUTLET WITHOUT DITCH
(CY)
QUANTITY
RIPRAP
ESTIMATED
(SY)
QUANTITY
GEOTEXTILE
ESTIMATED
(inches) D
SIZE
CULVERT
(feet) L
APRON
OF
LENGTH
(feet) H
APRON
OF
DEPTH
PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES
OUTLET WITH DITCH
AT CULVERT OUTLETS
PLACED RIPRAP
14.5
12.5
2.5
2.5
1.5
1.5
1.5
2.5
2.5
1.5
1.5
1.5
14.5
12.5
2.5
2.5
1.5
1.5
1.5
2.5
2.5
1.5
1.5
1.5
2'
49.8
38.7
18.5
13.3
5.2
3.2
1.7
44.5
34.1
15.6
10.9
3.9
2.2
2'
38.6
29.9
15.2
10.8
4.5
2.7
1.4
35.6
27.3
13.4
9.3
3.6
0.9
U s e r d a r in .l o c k h a r t_ G1
NO SCALE
C
PLAN VIEW PLAN VIEW
Geotextile
END SECTION
CULVERT WITHOUT STANDARD
SECTION C-C
END SECTION
CULVERT WITH STANDARD
S p a n
D ia o r m in
S p a n
D ia o
L
A A
B B
PLAN VIEW
Variable slope ground Original
Geotextile
END SECTION
CULVERT WITHOUT STANDARD
SECTION B-BSECTION A-A
END SECTION
CULVERT WITH STANDARD
S p a n
D ia o r
S p a n
D ia o r m in
Geotextile
Variable slope ground Original m in
L
D D
D
H
H
D D
D
WITHOUT DITCH
PROTECTIVE APRON AT CULVERT OUTLET
WITH DITCH
PROTECTIVE APRON AT CULVERT OUTLET
L
C C
C
NOTE:
H
Geotextile
SECTION E-ESECTION D-D
Geotextile ground Original m in ditch slope
Match existing
D
H m in ground Original m in
D m in
H ditch slope
Match existing
D D EE
ground
Original
D
W id th
D it c h B o tt o m
W id t h
D it c h B o tt o m
D
4D
PLAN VIEW
or flatter
Sloped 1V:2H will not be measured for payment.
3. Excavation for placement of riprap
Subsection 714.01(a).
2. Furnish geotextile conforming to slopes of less than 10%.
1. Use for aprons serving culverts with
D
D D
Flowline
D
D D
(min.)
(min.)
STATE PROJECT
NO.
SHEET
P
M N C
A F S S a lt G u lc h R o a d w a y C
A D
D S h e e ts G C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
REVISED:
DETAIL
U.S. CUSTOMARY DETAIL
DETAIL APPROVED FOR USE
U s e r d a r in .l o c k h a r t_ CA
HYDRAULIC DATA
Elev.
WS
ft/sec.
V ft /sec
Q
Q
Q
100Q
Q200
A 1" = 20’-0"B. ROBINSON
C BridgeL
BRIDGE PLAN & ELEVATION
Gutterline (typ.)
S1
PLAN
ELEVATION
existing ground @ C Rdwy.
Approximate location of
L
N
Profile grade
H o r s e C r e e k
35’-0"50’-0"35’-0"
18’-0"
11’-0"
3.500% Grade
Drawing No. Description
BRIDGE DRAWING INDEX
FOUNDATION PLAN
RG3163-A
RG3163-B
BORING LOGS
ABUTMENT BEARINGS
REBAR LIST (1 OF 3)
RG3163-C
RG3163-D
RG3163-E
RG3163-F
RG3163-G
RG3163-J
RG3163-L
RG3163-M
RG3163-N
RG3163-O
RG3163-H
RG3163-I
GENERAL NOTES & ESTIMATE
EXPANSION JOINT
ABUTMENT CAP
RG3163-K
REBAR LIST (2 OF 3)
APPROACH SLAB
EXISTING BRIDGE ABUTMENT 1 REMOVAL
NEW ABUTMENT LAYOUT 1
BRIDGE PLAN AND ELEVATION
(BENT 1)
ABUT. 1
(BENT 2)
PIER 1 (BENT 3)
PIER 2
(ABUT. 4)
ABUT. 2
RG3163-E.
be removed. See
Existing abut. to
S. BELCHER
P C
.8
7PC
.9
P T
.2
Begin New Bridge
Tangent
Existing Bridge
C P ie r
L C P ie r
L
New Approach Slab
(NEW)
WINGWALL A
(NEW)
WINGWALL B
New Abutment Cap
New Guardrail
Abutment Cap
New Wingwall &
Length of Bridge = 120’-0"
(Measured along tangent)
End Existing Bridge
BRIDGE RAILING
C Rdwy.L for details.
See Rdwy. Plans
Object marker (typ.)
EXCAVATION & GRS BACKFILL DETAILS
WINGWALLS
tip EL. 2117.0
R. OWEN
RG3163-P REBAR LIST (3 OF 3)
Q WS El. 2136.4 foundations not performed.
Scour analysis of existing bridge upstream face of bridge.
Notes: Water surface elevations are at
9.1
11.7
12.5
13.2
2132.0
2136.4
2137.2
2138.3
El. 2164.4
Approx. low chord
Begin horizontal curve
PROJECTSTATE
DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BYREVISIONS
BY
DATENO.
REVISIONS
N
C A \F
S a lt G u lc h \B r id g e \R
G
\C
A
F il e s \D
G N
F il e s \r g p e .d g n
RG3163-
CA
KARL EIKERMANN
SISKIYOU COUNTY, CALIFORNIA
SALT GULCH BRIDGE OVER HORSE CREEK REPAIR
GULCH BRIDGE
CA FS 1038(1) SALT
of 16 APRIL 2020
NONE K. EIKERMANN B
Item
ESTIMATE NOTES:
Quantity: Unit:Item No. Notes:
ESTIMATE
All req’d
All req’d
LPSM
LPSM
GENERAL NOTES:
SPECIFICATIONS:
CONSTRUCTION: Federal Highway Administration Standard Specifications for Construction of Roads and Bridges on
CONCRETE: 150 lbs. per cubic foot.
SOIL: 120 lbs. per cubic foot.
DRAINAGE:
STRUCTURAL STEEL: 490 lbs. per cubic foot.
DEAD LOAD:
LATERAL EARTH PRESSURE:
LIVE LOAD:
face of any bar shall be 2 inches, unless noted otherwise on the plans. Minimum splice lengths for all bar sizes shall be as
REINFORCING STEEL:
CONCRETE:
DESIGN CRITERIA:
Survey and Staking, Bridge
Bearing Device, Elastomeric
CUYD
EACH2
15214-1000
20304-2000
55201-0200
55401-2000
56401-1000 shown on the plans. All approach slab reinforcing steel shall be epoxy coated, as noted on the bar list.
LNFT55601-0900
(1)
B. ROBINSON
Federal Highway Projects, FP-14, Dual Units.
HS20. Maximum Dynamic Load Allowance (Impact), IM=33%.
Drilled Shafts, 36-inch diameter56501-0400
Structural concrete, class A(AE)
LNFT
(1)
LB
DESIGN: AASHTO LRFD Bridge Design Specifications, 7th Edition, 2014, with interims through 2016.
EXISTING BRIDGE PLANS:
S2
20801-0000 Structure Excavation
DS
D1
GENERAL NOTES & ESTIMATE
"Salt Gulch Bridge Repair", dated July 1975, prepared by U.S. Forest Service.
Horse Creek Road", dated, February 1958, prepared by Bureau of Public Roads. Also see project 46N500067
For additional information on existing bridge see RG1397 "Salt Gulch Bridge over Horse Creek on
20435-2000
Reinforcing steel, epoxy coated
(5)
(1) (2)
56202-0000 Temporary Support Structure LPSMAll req’d
(4)
CUYD
Serviceability stresses limited to current AASHTO Specification values for reinforced concrete elements.
CONSTRUCTION SEQUENCE:
55235-0000 Expansion Joints LNFT (1)
25Bridge Railing, Steel
20720-0300 SQYD
Backfill, granular 75
Reinforcement geosynthetic, Type III
(6)
(1)(3)
Removal of Bridge (partial)
55401-1000 Reinforcing steel LB
CUYD
(1)
(1)
S. BELCHER
R. OWEN
REDUCED ACTIVE PRESSURE @ GRS BACKFILL: Equivalent to a fluid unit weight of soil = 17 pounds per cubic foot.
forces only.
the long period spectrum acceleration, S = 0.325 g. Site Class = C. Seismic Zone = 3. Seismic data used in computation of connection acceleration, S = 0.546 g. Long period acceleration at 1.0 seconds (S1 = 0.204 g) modified by the Site Coefficient (Fv = 1.596) to give
Short period acceleration at 0.2 seconds (Ss = 0.455 g) modifed by the Site Coefficient (Fa = 1.2) to give the short period spectrum
Peak Ground Acceleration (PGA = 0.195 g), modified by the Site Coefficient (Fpga = 1.2) to give a spectrum acceleration, As = 0.234 g.
SEISMIC:
No allowance for future wearing surface.
(7)
(6)
(5)
(4)
(3)
(2)
(1)
(7) of AASHTO M213.
Flexible cellular joint filler shall meet the requirements of AASHTO M153, closed cell rubber. Expansion joint filler shall meet the requirements inch, unless noted otherwise on the plans. All concrete shall be made with Type II cement. 4 3Chamfer exposed edges of all concrete
All other cast in place concrete shall be structural concrete Class A(AE) with a minimum 28-day compressive strength f’c=4500 psi.
Cast in place concrete for the drilled shafts shall be structural concrete Class C with a minimum 28-day compressive strength f’c=4500 psi.
Drainage pipe shall conform to AASHTO M252.
All reinforcing steel shall conform to AASHTO M31 or M322, Grade 60 deformed. The minimum concrete covering to the to CO for approval.
Contractor may submit an alternate sequence of work
9. Construct bridge railing extension.
8. Construct sleeper slab, approach slab, and expansion joint.
7. Construct drainage system and reinforced soil embankment behind abutment.
6. After placing new bearing pads, remove temporary support structure and transfer loading to new abutment.
5. Construct new concrete cap and wingwall.
4. Construct drilled shaft foundation for new abutment.
3. Remove existing bridge components at abutment 1 as shown in plans.
2. Place temporary support structure.
1. Perform bridge surveying and staking.
Includes material for overlaps.
Includes cost of furnishing granular backfill for the GRS and constructing the geosynthetic reinforced soil abutment fill.
concrete columns, steel beam seat, timber lagging, tie rods, and deadmen as shown in the plans.
Includes removal of existing bridge components at abutment 1, including timber approach beams, steel piles, concrete cap, reinforcing steel (estimated qty. = 3702 lbs.), and testing.
Includes cost of excavation, temporary casing (if required), structural concrete (estimated qty. = 20 cubic yards), Includes cost of backfill.
roadway aggregate for approach slab, & epoxy anchorage of approach slab dowels.
Includes cost of furnishing and installing weepholes, geocomposite sheet drains (est. qty. = 28 square yards), all joint fillers, Contract Quantity
N
C A lt G u lc h \B r id g e \R
G
\C
A e s \D
G N
F il e s \r g g n .d g n
RG3163-
CA
SALT GULCH BRIDGE OVER HORSE CREEK REPAIR
GULCH BRIDGE
P
.8
7PC
.9
C BridgeL
C P ie r
L
35’-0"50’-0"34’-0"
LC
P ie r
End Existing Bridge
2’-0"2’-0"
4’-0"
N
Tangent
Begin New Bridge
L
B.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .