NM_FTFS_107(1)_100__Plans_signed.pdf
PDF 13 MB Posted
- Attached to
- NM FTFS 107(1) Lincoln NFSR 107 Federal contract opportunity
- Solicitation number
- 6982AF18B000014
About this file
Plans
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Tabs.pdf | ||
| Bid_Opening_Summary_.pdf | ||
| QnA_1.17.19.pdf | ||
| QnA_1.15.19.pdf | ||
| QnA_1.9.19.pdf | ||
| QnA_1.7.19.pdf | ||
| Hydraulics_NM_FTFS_107(1)_Mingus_Mountain.pdf | ||
| 6982AF18B000014.pdf | ||
| NM_FTFS_107(1)_100__Cross_Sections.pdf |
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
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
A
M N N
M R o a d w a y C
A D
D S h e e ts A G e n s h t\
S Y
M
N M
.d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r r y a n .m a th is
NUMBER
SHEET
NM
Lincoln NFSR 107
NM FTFS 107(1)
SYMBOLS AND ABBREVIATIONS
CONVENTIONAL PLAN
Sheet 2 of 2
A3
Tree with > 18" diameter at breast height (DBH)
Type 2 Object Marker
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
A
M N N
M R o a d w a y C
A D
D S h e e ts A G e n s h t\
S Y
M
N M
.d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r r y a n .m a th is
NUMBER
SHEET
NM
REVISIONS (OR CHANGE NOTICES)
DESCRIPTION
NO.
DATE INIT.
A4
SURVEY CONTROL
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts A G e n s h t\
C T
L
N M
.d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r r y a n .m a th is
NUMBER
SHEET
NM
SITE MAP
RATON
ALBUQUERQUE
SANTA FE
SOCORRO
LAS
LAS
CRUCES
VEGAS
Tucumcari
Farmington
Taos
Santa Rosa
Roswell
Carlsbad
Alamogordo
Silver
City
Cuba
Bernalillo
Dulce
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
COLORADO
OKLA.
T E
X A
S
TEXAS
MEXICO
A R I Z
O N
A
9 miles
Angus Ranch
Runnels
T u rk e y C a n y o n
Bonito Creek
Bonito Creek B e a r C r e e k
A5
Angus
Alto
Sierra Vista
NM FTFS 107(1)
Monjeau Peak
Scale in Feet
400' 800'
Scale in Miles
2 4
Ranch
Runnels
100+00.00
NM FTFS 107(1)
BEGIN PROJECT
143+83.91
NM FTFS 107(1)
END PROJECT
Area
Staging
500 feet
To campground
1500 feet
To campground
Existing NFSR 107
Ex ist ing N
FS
R 1
Existin g NFSR 107
Existing NFSR 107
New NFSR 10
New NFSR 107
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts A G e n s h t\
S T
E
N M
.d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r r y a n .m a th is
NUMBER
SHEET
NM
10' 10'
5' Clear zone 5' Clear zone
Station to Station
LENGTH OF PROJECT
TOTAL (mi)
TOTALS (ft)
(ft)
Roadway
Hinge point
Hinge point
1:4
Cut slope
(variable)
See plans for locations of curves and superelevations
METHOD OF SUPERELEVATION ON CURVES
SubgradeSubgrade
Traveled way Traveled way ditch
Graded
NO SCALE
NOTE:
Superelevations shown in plans Superelevat ions shown in plans grade
Profile superelevation
Pivot point for
(variable)
Fill slope
1.
3.
2.
2.
cut slope
Rounded
MAINLINE
TYPICAL SECTIONS
limit stake
Slope
1:4
5'
Clearing and construction limits
5' limit
Slope stake
A6
Average 20 ft
100+00.00 to 143+83.91
0.83
4383.91
4383.91
100+00.00 to 143+83.91
TYPICAL SECTION
1'
Existing ground
1'4'
100+00.00 to 143+83.91
EXISTING TYPICAL SECTION
Existing width varies
Existing aggregate depth varies 4.
111+00.00 to 136+00.00 RT
SPECIAL DITCH TYPICAL SECTION
B=5'F=5' aggregate) roadway
(top of
Profile grade
1:2
MGS Guardrail way
Traveled
5.
SECTION DETAIL
GUARDRAIL TYPICAL
6.
5.
4.
3.
2.
1.
6.6.
location of guardrail.
Refer to plans and tabulations for right side of the roadway.
Detail applies to both the left and
Edge of traveled way
4% 4%
9' 9'
8" block
2'
1:2
1:4
Hinge point
(v ar iab le)
2.
Existing ground
3.cut slope
Rounded
Cu t s lop e
5' limit
Slope stake
6' ditch
Graded
1.
B=5'
F= 5'
-4% Normal crownNormal crown -4% mulching limits
Topsoil, seeding, and mulching limits
Topsoil, seeding, and method 2, surface course
3" Roadway aggregate, 2' and cross section sheets.
Cross slopes are at a 4% crown unless otherwise noted on the plan and profile
Provide alternative grading behind terminal sections per Standard 617-20.
undisturbed land.
Approximate Sta. 102+00 to 113+00 and Sta. 137+00 to 141+00 is reduce the B and F dimensions to the actual cut height.
Round all earth slopes and all rippable rock slopes. For cut heights less than B, See the cross sections for cut and fill slope ratios.
slope ratios may be adjusted by the CO to assure adequate drainage and stability.
The gradient and width of roadway ditches and the excavation and embankment
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts A G e n s h t\
T Y P
N M
.d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r r y a n .m a th is
NUMBER
SHEET
NM
STATION
CLASS
TYPE1.
(ft)
LENGTH
TOTAL
s = 1:4 for type 2 approach s = 1:3 for type 1 approach d = 3' for type 2 approach d = 2' for type 1 approach x = 15' Minimum for type 2 approach x = 0' for type 1 approach
(ft)
R
(ft)
R
(ft)
W 1 2
16'x
20' desired
15' min.
APPROACH ROADS
TYPICAL SECTIONS
widths greater than 15 feet.
Apply the normal crown to approach roads with
CLASSTYPE
APPLICATION
SAMPLE
Paved apron
ADT ≥ 200
100 ≤ ADT < 199
25 ≤ ADT < 100
ADT < 25
Minimum 2-Way Use
Logging Truck Use
Farm Equipment
Minimum 1-Way Use
Field Access
A
E
D
C
B
A
D
C
B
A
* Match existing
(ft)
W
WIDTH
MIN.
(ft)
R
RADIUS
MIN.
N/A
A7
140+32 Lt.
137+67 Rt.
126+50 Rt.
118+68 Rt.
116+08 Lt.
112+50 Rt.
102+28 Lt.
101+60 Rt.
101+52 Lt.
100+65 Rt.
2B
1B
1A
1A
1B
1B
1B
1A
1A
1A
13.9
20.9
14.5
14.4
20.5
1'
W
1' d
4.4.
method 2, surface course
3" Roadway aggregate, (ft)
LENGTH
PAVED
7.
Variable
V a ria b le s
M a in li n e
Mainline
±2%
TYPICAL PROFILE
Shoulder edge
A
TYPICAL SYMBOL
grade (optional)
Typical maximum design b y t h e C o n tr a c ti n g O ff ic e r
R ig h t-o f-w a y o r a s s ta k d
NOTE:Paved length base edge
Aggregate
Approach Road
TYPICAL PLAN
TYPES 1 & 2
APPROACH ROAD
REMARKS
APPROACH ROAD SUMMARY
Flatten slope road connection on plan and profile sheet
Example of symbol showing standard approach shown may be varied ±20°.
Under special conditions, the approach road angle
3.
2.
1.
Subgrade edge
Subgrade edge
Aggregate base edge
End Section A-A
Type
Class
Mainline stationing
Typical maximum grade ±10%VPI
VPC
90° edge subgrade
Normal
R
Total length
R1
WW
with mainline roadway construction.
Construct cut and fill slopes for approach roads to match locations to be field verified.
Stations shown are approximate locations. Actual maximum.
0% to -2% grade. Under special conditions, use 6% grades within ±2%. In snowy regions restrict this to a
Construct approach roads with landing areas having
A
A
SECTION A-A
6.
6.
5.
7.
6.
5.
4.
3.
2.
1.
approach road centerline.
existing radii or widths. R is on the left side of the
Vary radii to fit unusual field conditions. Do not reduce existing conditions as directed by the CO.
Adjust approach dimensions as necessary to fit
Approach roads were not designed for this project.
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts A G e n s h t\
T Y P
N M
.d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r r y a n .m a th is
NUMBER
SHEET
NM
Sheet and Description
B3 B4 B5-B6
Surfacing, Grading, and
Drainage Summaries
Permanent Sign Summary
Miscellaneous Summaries Allowance Bid
Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 5 5
A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 4 4
A0080 15215-5000 SURVEY AND STAKING, BOX CULVERT EACH 3 3
A0100 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 0.830 0.830
A0120 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 0.830 0.830
A0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0160 15401-0000 CONTRACTOR TESTING LPSM ALL
A0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0200 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL LPSM ALL
A0220 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 2,992 208 3,200
A0240 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 450 450
A0260 15802-0000 WATERING FOR DUST CONTROL LPSM ALL
A0280 20101-0000 CLEARING AND GRUBBING ACRE 4.6 0.2 4.8
A0300 20301-2400 REMOVAL OF SIGN EACH 2 2
A0320 20401-0000 ROADWAY EXCAVATION CUYD 6,575 725 7,300
A0340 20441-0000 WASTE CUYD 358 42 400
A0360 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 282 18 300
A0380 30202-2100 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE TON 1,716 84 1,800
A0400 60103-0000 CONCRETE, HEADWALL (10 FT x 6 FT BOX) EACH 2 2 Includes wingwalls and toewalls
A0420 60103-0000 CONCRETE, HEADWALL (12 FT x 6 FT BOX) EACH 2 2 Includes wingwalls and toewalls
A0440 60103-0000 CONCRETE, HEADWALL (12 FT x 8 FT BOX) EACH 2 2 Includes wingwalls and toewalls
A0460 60201-0800 24-INCH PIPE CULVERT LNFT 152 8 160
A0480 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 8 8
A0500 60220-3050 10 FEET SPAN, 6 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT LNFT 39 39
A0520 60220-3975 12 FEET SPAN, 6 FEET RISE, PRECAST REINFORCED CONCRETE BOX CULVERT LNFT 61 61
A0540 60220-4050 12 FEET SPAN, 8 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT LNFT 36 36
A0560 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 663 37 700
A0580 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 12 12
A0600 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40
A0620 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH HOUR 20
A0640 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20
A0660 62201-3000 HYDRAULIC EXCAVATOR HOUR 20
A0680 62301-0000 GENERAL LABOR HOUR 40
A0700 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20
A0720 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40
A0740 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH ACRE 1.5 0.1 1.6
A0760 62406-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH ACRE 1.7 0.1 1.8
A0780 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 3.2 0.2 3.4
A0800 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 2.1 0.1 2.2
MileStone: 100% Date Completed: 08/28/18 Report Date: 08/28/18
A M E N D
Line Item No.
Pay Item Number
SUMMARY OF QUANTITIES - Schedule A
-A ug
-2
:0
PM
Remarks and/or Determination of Estimated QuantityPay Item Description Unit
Estimated Quantities
N
N M
\1
(1
R oa dw ay
\C A D
D _S he et s\ B -S um m
SO
Q .x ls m
]S he et
STATE PROJECT
B1NM FTFS 107(1)NM
SHEET
NUMBER
Sheet and Description
B3 B4 B5-B6
Surfacing, Grading, and
Drainage Summaries
Permanent Sign Summary
Miscellaneous Summaries Allowance Bid
Schedule
A0820 62516-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX SQYD 5,174 326 5,500
A0840 63301-0000 SIGN SYSTEM EACH 4 4
A0860 63308-2000 OBJECT MARKER, TYPE 2 EACH 4 4
A0880 63316-1000 REMOVE AND RESET SIGN EACH 1 1
A0900 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 8 8 8 ft. min.
A0920 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 80 80
A0940 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 40 40
A0960 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 18 18
A0980 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 300 300 As directed by CO
A1000 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 160 160
-A ug -2
:0
PM
MileStone: 100% Date Completed: 08/28/18 Report Date: 08/28/18
N
N M
\1
(1
R oa dw ay
\C A D
D _S he et s\ B -S um m
SO
Q .x ls m
]S he et
2)
SUMMARY OF QUANTITIES - Schedule A
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
B2NM FTFS 107(1)NM
SHEET
NUMBER
B3
DRAINAGE SUMMARIES
SURFACING, GRADING, AND
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts B S u m m S
U M
N
M .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r r y a n .m a th is
NUMBER
SHEET
NM
B4
PERMANENT SIGN SUMMARY
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts B S u m m S
U M
N
M .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r r y a n .m a th is
NUMBER
SHEET
NM
B5
MISCELLANEOUS SUMMARIES
Sheet 1 of 2
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts B S u m m S
U M
N
M .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r r y a n .m a th is
NUMBER
SHEET
NM
B6
MISCELLANEOUS SUMMARIES
Sheet 2 of 2
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts B S u m m S
U M
N
M .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r r y a n .m a th is
NUMBER
SHEET
NM
P O
T
.0
P C
.6
P R
C
.4
P T
.6
0 P
C
.7
PT
.1
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts C
M L P
P P
N P
N M
.d g n
U s e r r y a n .m a th is
NUMBER
SHEET
Superelevation Diagram
NM
Lincoln NFSR 107
NM FTFS 107(1)
V P I
E L
,7
.0
-8 .3
-0.700%
300' VC
K = 39
V P I
E L
,7
.0
-0.700% -2.100%
200' VC
K = 143
SSD = 871'
V P I
E L
,7
.7
-2.100%
-1.500%
100' VC
K = 167
V P I
E L
,7
.9
-1.500% +1.300%
250' VC
K = 89
V P I
E L
,7
.5
+1.300%
-4.300%
150' VC
K = 27
SSD = 268'
C1
Profile grade
Existing ground
-5%
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00
200'100'0
Scale in Feet
A
A
A
B
B
E = 1778967.1102
N = 897433.6973
100+00.00
NM FTFS 107(1)
BEGIN PROJECT
MPH
Remove existing sign
W13-1p
W1-2L
Install W1-4R
Install W1-4R
2+
Install Guardrail, RT
Install Guardrail, LT
Install Guardrail, RT
Install Guardrail, LT
Bo nit o C ree k
Bonito Creek
B e a r
C re e k
B e a r
C re e k
0%
+5%
-5%
0%
+5%
+3.79% LT
-2.00% RT
-4.00% LT/RT
Curve = LIN-1
PI 101+98.39
D
R = 310.00'
T = 73.74'
L = 144.79'
Curve = LIN-2
PI 104+73.75
D
R = 550.00'
T = 204.31'
L = 391.24'
Curve = LIN-3
PI 113+02.41
D
R = 450.00'
T = 147.71'
L = 285.45'
-1.80% LT
+1.80% RT
-4.00% LT/RT
NOTE:
field and modify the superelevation transitions as needed.
preliminary layout. Verify the slope of the box culvert in the
The cross slope at the proposed box culvert is based on the1.
1.
1.
LINCOLN NFSR 107 STA. 100+00 TO 114+00
Placed Riprap, Method A, Class 3 LT
End sections LT/RT
Install 24-Inch Pipe Culvert, 28 LNFT
Sta. 107+85
Axis of rotation
Placed Riprap, Method A, Class 3
End sections LT/RT
Install 24-Inch Pipe Culvert, 46 LNFT
Sta. 102+28, LT
S e e S h e e t
D
C la s s L
T R
T
M e th o d A
P la c e d R ip r a p
H e a d w a ll L
T R
T
C o n c r e te r is e b o x c u lv e r t
L
N F T s p a n x
S ta
100+29
100+52
101+07
S e e S h e e t
D
C la s s L
T R
T
M e th o d A
P la c e d R ip r a p
H e a d w a ll L
T R
T
C o n c r e te r is e b o x c u lv e r t
L
N F T s p a n x
S ta
PT
.1
PC
.1
P T
.1
P C
.2
P T
.6
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts C
M L P
P P
N P
N M
.d g n
U s e r r y a n .m a th is
NUMBER
SHEET
Superelevation Diagram
NM
Lincoln NFSR 107
NM FTFS 107(1)
V P I
E L
,6
.5
-4.300% +3.6
300' VC
K = 38
V P I
E L
,7
.5
+3.6
-6.500%
200' VC
K = 20
SSD = 207'
V P I
E L
,6
.5
-6.500%
200' VC
K = 51
-2.600%
V P I
E L
,6
.5
-2.600%
-1.000%
150' VC
K = 94
C2
Profile grade
Existing ground
114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00
200'100'0
Scale in Feet
+5%
-5%
A
A
B
USFS Rules
Remove and Reset Sign
B o n it o C r e e k
Bonito Creek
0%
+5%
0%
-5%
-4.00% LT/RT
Curve = LIN-4
PI 116+42.01
R = 250.00'
T = 87.83'
L = 168.92'
D
Curve = LIN-5
PI 124+60.86
D
R = 1,500.00'
T = 287.63'
L = 568.37'
Placed Riprap, Method A, Class 3 LT
End sections LT/RT
Install 24-Inch Pipe Culvert, 30 LNFT
Sta. 116+00
LINCOLN NFSR 107 STA. 114+00 TO 128+00
Axis of rotation
5 7
P T
.6
P C
.8
P T
.6
P C
.8
PRC
9+ .3
P T
.6
P C
.7
P T
.2
P O
T
.9
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts C
M L P
P P
N P
N M
.d g n
U s e r r y a n .m a th is
NUMBER
SHEET
Superelevation Diagram
NM
Lincoln NFSR 107
NM FTFS 107(1)
V P I
E L
,6
.7
-1.000%
-3.800%
200' VC
K = 71
SSD = 485'
V P I
E L
,6
.5
-3.800%
-1.200%
250' VC
K = 96
-1.200%
V P I
E L
,6
.5
-3.700%
150' VC
K = 60
SSD = 507'
V P I
E L
,6
.7
-3.700%
200' VC
K = 47
V P I
E L
,6
.9
+0.600% -2.900%
100' VC
K = 29
SSD = 358'
-2.900%
128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00
C3
200'100'0
Scale in Feet
-5%
+5%
Profile grade
Existing ground
137+67 1
B
140+32B
NOTE: See Note 1
Install W1-5R
Remove existing sign
W1-5L
Bonito Creek
Install Guardrail, LT
Install Guardrail, RT
0%
+5%
0%
-5%
-4.00% LT/RT
Curve = LIN-6
PI 132+93.11
D
R = 500.00'
T = 87.25'
L = 172.75'
Curve = LIN-7
PI 137+81.03
D
R = 220.00'
T = 210.17'
L = 335.52'
Curve = LIN-8
PI 140+38.22
D
R = 150.00'
T = 131.83'
L = 216.31'
Curve = LIN-9
PI 142+60.44
D
R = 280.00'
T = 78.73'
L = 153.50'
+1.10% LT
-1.10% RT
-4.00% LT/RT
2.
2.
LINCOLN NFSR 107 STA. 128+00 TO 142+00
Axis of rotation field and modify the superelevation transitions as needed.
preliminary layout. Verify the slope of the box culvert in the
The cross slope at the proposed box culvert is based on the2.
LIDAR data for this area.
analysis and culvert design was completed with available and at the location of the proposed box culvert. The hydraulic
The existing stream crossing was not surveyed downstream of1.
Placed Riprap, Method A, Class 3
End sections LT/RT
Install 24-Inch Pipe Culvert, 48 LNFT
Sta. 137+67, RT
S e e S h e e t
D
C la s s L
T R
T
M e th o d A
P la c e d R ip r a p
H e a d w a ll L
T R
T
C o n c r e te r is e b o x c u lv e r t
L
N F T s p a n x
S ta
120' radius
LIN-8 maybe adjusted to a minimum of impacts as directed by the CO; Curve adjust alignment as necessary to avoid in the survey; field verify locations and
Locations of these trees were not included
Do not disturb existing cottonwood trees
138+50
139+49
139+24
7670P C
.7
P T
.2
P O
T
.9
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts C
M L P
P P
N P
N M
.d g n
U s e r r y a n .m a th is
NUMBER
SHEET
Superelevation Diagram
NM
Lincoln NFSR 107
NM FTFS 107(1)
V P I
E L
,6
.3
-2.900% +5.
5%
140' VC
K = 18
,6
.0
142+00 143+00 144+00
-5%
+5%
C4
Existing ground
Profile grade
200'100'0
Scale in Feet
E = 1783081.1960
N = 897572.5900
143+83.91
NM FTFS 107(1)
END PROJECT
No Garbage existing sign
Do not disturb
Install W1-5R
0%
+5%
0%
-5%
-4.00% LT/RT
+1.96% LT
-4.27% RT
Curve = LIN-9
PI 142+60.44
D
R = 280.00'
T = 78.73'
L = 153.50'
LINCOLN NFSR 107 STA. 142+00 TO 143+83.91
Axis of rotation
.9
143+83.91
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
R G
N
M .d g n
U s e r r y a n .m a th is
NUMBER
SHEET
NM
Lincoln NFSR 107
NM FTFS 107(1)
D1
Roadway Centerline
Edge of Traveled Way
Edge of Traveled Way
MGS Guardrail, Steel Posts
-1.80% +1.80%
CL
Sta. 103+46.00 R 1
Des. Grade = 7718.13
0 10 20 30 40 50-40 -30 -20 -10
20'10'0
Scale in Feet
Bonito Creek
Thalweg
Backfill
N.T.S.
"1
E m b e d m e n t
Foundation fill
12.0'
Class 3 Riprap
1'
3.5'
.0 haunch (typ.)
12" x 12"
CONCRETE BOX CULVERT TYPICAL SECTION
1'
.5
Wingwall A
Wingwall B Wingwall D
Wingwall C
Concrete wingwall (typ.).
El. 7718.07
Wingwall A & B
Traveled Way
Edge of Traveled Way
Edge of
Ground
Existing
Toe wall (typ.)
Sta. 103+46.00 (typ.).
headwall
Concrete
El. 7719.15
Wingwall C & D 29'32'
12' span x 6' rise concrete box culvert
Elev. 7713.15
Stream Inlet
7711.65Elev.
Box Culvert Inlet Invert
Elev. 7712.07
Stream Outlet
7710.57Elev.
Box Culvert outlet Invert
-1.80%
Pay Length = 61'-0"
CL
ty p
PLAN
ty p.
Class 3 Riprap (typ.)
'0
El. 7714.07
Wingwall B
El. 7718.07
Wingwall A
El. 7719.15
Wingwall D
El. 7715.65
Wingwall C
BONITO CREEK BOX CULVERT @ STA. 103+46
ELEVATION
20'
1' 1'Headwall (typ.)
of culvert to the distance shown in plan view.
Continue riprap and low flow channel backfill outside
Granular Rock Backdrain is subsidiary to box culvert.
Riprap meeting the requirements of Section 703.17.
3. Place Granular Rock Backdrain material over Class 3
Headwall. See Special 601-A for details.
and paid for according to item 60103-0000, Concrete,
2. Headwalls, toewalls, and wingwalls will be constructed for box culvert requirements.
1. See Section 602 of the Special Contract Requirements
NOTES:
Low Flow Channel Backdrain Granular Rock
L o w F lo w C h a n n e l
3.
3.
Reinforced Concrete Box Culvert.
12 Feet Span, 6 Feet Rise Precast paid under item 60220-3975, geometry. Channel grading work is the existing channel cross sectional outlet as directed by the CO. Match the proposed box culvert inlet and
Grade the existing channel to match
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
R G
N
M .d g n
U s e r r y a n .m a th is
NUMBER
SHEET
NM
Lincoln NFSR 107
NM FTFS 107(1)
D2Edge of Traveled Way Edge of Traveled Way
MGS Guardrail, Steel Posts
Existing Ground
0 10 20 30 40 50-40 -30 -20 -10
20'10'0
Scale in Feet
Bear Creek
-4.00%-4.00%
Thalweg
Backfill
N.T.S.
"1
E m b e d m e n t
Foundation fill
Class 3 Riprap
10"
3.5'
.0 haunch (typ.)
10" x 10"
CONCRETE BOX CULVERT TYPICAL SECTION
10"10'
(typ.).
headwall
Concrete
Centerline
Roadway
.5
Wingwall A
Wingwall B
Wingwall D
Wingwall C
CL
El. 7706.14
Wingwall A & B
Wingwall B El. 7702.81
Wingwall A El. 7702.81
Traveled Way
Edge of
Wingwall D El. 7703.57
Wingwall C El. 7703.57
El. 7706.90
Wingwall C & D
Traveled Way
Edge of
Toe wall (typ.)
7698.81Elev.
Box Culvert Outlet Invert
Sta. 110+57.97 R 1
Des. Grade = 7707.86
7699.57Elev.
Box Culvert Inlet Invert
10' span x 6' rise concrete box culvert
Sta. 110+58.00
Elev. 7700.31
Stream Outlet Elev. 7701.07
Stream Inlet slope
1:2 max.
-2.00%
45° (typ.)
(t y p
Class 3 Riprap (typ.)
PLAN
BEAR CREEK BOX CULVERT @ STA. 110+58
ELEVATION
'0
R d w y
S e c ti o n
V a r ie s
Pay Length = 39'
19'20'
2'
9'
9'
2'
1' 1'
Headwall (typ.)
of culvert to the distance shown in plan view.
Continue riprap and low flow channel backfill outside
Granular Rock Backdrain is subsidiary to box culvert.
Riprap meeting the requirements of Section 703.17.
3. Place Granular Rock Backdrain material over Class 3
Headwall. See Special 601-A for details.
and paid for according to item 60103-0000, Concrete,
2. Headwalls, toewalls, and wingwalls will be constructed for box culvert requirements.
1. See Section 602 of the Special Contract Requirements
NOTES:
L o w F lo w C h a n n e l
3.
Low Flow Channel Backdrain Granular Rock 3.
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts D
M in o r P
P D
R G
N
M .d g n
U s e r r y a n .m a th is
NUMBER
SHEET
NM
Lincoln NFSR 107
NM FTFS 107(1)
D3
Edge of Traveled Way
MGS Guardrail, Steel Posts
0 10 20 30 40 50-40 -30 -20 -10
20'10'0
Scale in Feet
Bon ito
Cre ek
Sta. 139+00.00 R 1
Des. Grade = 7647.24
+1.10% -1.10%
Thalweg
Backfill
N.T.S.
"1
E m b e d m e n t
Foundation fill
12.0'
Class 3 Riprap
1'
3.5' haunch (typ.)
12" x 12"
CONCRETE BOX CULVERT TYPICAL SECTION
1'
.5
Wingwall A
Wingwall B
Wingwall D
Wingwall C
Centerline
Roadway
Way
Traveled
Edge of
Concrete wingwall (typ.).
(typ.).
headwall
Concrete
CL
Wingwall B El. 7647.94
Wingwall A El. 7647.94
El. 7647.94
Wingwall A & B
El. 7647.55
Wingwall C & D
Wingwall D El. 7647.55
Wingwall C El. 7647.55
Toe wall (typ.)
7639.94
Stream Inlet Elev.
Elev. 7638.44
Box Culvert Inlet Invert
Elev. 7638.05
Box Culvert Outlet Invert
Elev. 7639.55
Stream Outlet
17.6'18.4'
Way
Traveled
Edge of
Way
Traveled
Edge of
12' span x 8' rise concret box culvert
Sta. 139+00.00
-1.10%
Pay Length = 36'-0"
5°
2'
9'
9'
2' ty p
5°
Class 3 Riprap (typ.)
PLAN
BONITO CREEK BOX CULVERT @ STA. 139+00
ELEVATION
12' 15'
See Note
Existing Ground available LIDAR data for this area.
The hydraulic analysis and culvert design was completed with
The existing stream crossing was not sureyed at this location.
NOTE:
' 3
1'1'
Headwall (typ.)
L o w F lo w C h a n n e l
Low Flow Channel Backdrain Granular Rock of culvert to the distance shown in plan view.
Continue riprap and low flow channel backfill outside
Granular Rock Backdrain is subsidiary to box culvert.
Riprap meeting the requirements of Section 703.17.
3. Place Granular Rock Backdrain material over Class 3
Headwall. See Special 601-A for details.
and paid for according to item 60103-0000, Concrete,
2. Headwalls, toewalls, and wingwalls will be constructed for box culvert requirements.
1. See Section 602 of the Special Contract Requirements
NOTES:
3.
3.
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts E E
C P
N M
.d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r r y a n .m a th is
NUMBER
SHEET
NM
Lincoln NFSR 107
NM FTFS 107(1)
0 1
E1
200'100'0
Scale in Feet
200'100'0
Scale in Feet
200'100'0
Scale in Feet
100+00.00
NM FTFS 107(1)
BEGIN PROJECT
100+00 TO 129+00
SEDIMENT CONTROL PLAN
EROSION AND
Typ.
Bonded Fiber Matrix
Mulching, Hydraulic Method, Spaced at 50'
Soil Erosion Control, Check Dam
Sta. 100+00 to 102+00, RT
Soil Erosion Control, Silt Fence
Sta. 102+00 to 103+11, RT
Soil Erosion Control, Silt Fence
Sta. 103+30 to 104+53, RT
Soil Erosion Control, Silt Fence
Sta. 102+48 to 103+77, LT
Soil Erosion Control, Silt Fence
Sta. 109+50 to 110+33, RT
Soil Erosion Control, Silt Fence
Sta. 110+61 to 111+09, RT
Soil Erosion Control, Silt Fence
Sta. 103+97 to 110+57, LT
Soil Erosion Control, Silt Fence
Sta. 110+81 to 111+64, LT
Spaced at 80'
Soil Erosion Control, Check Dam
Sta. 113+00 to 114+60, RT
Spaced at 80'
Soil Erosion Control, Check Dam
Sta. 117+00 to 117+80, RT
Soil Erosion Control, Silt Fence
Sta. 114+00 to 116+51, LT
Soil Erosion Control, Silt Fence
Sta. 116+67 to 117+24, LT
Spaced at 50'
Soil Erosion Control, Check Dam
Sta. 119+00 to 120+50, RT
Soil Erosion Control, Silt Fence
Sta. 119+50 to 121+00, LT
Spaced at 100'
Soil Erosion Control, Check Dam
Sta. 121+50 to 125+50, RT
Soil Erosion Control, Silt Fence
Sta. 123+50 to 127+00, LT
Typ.
Bonded Fiber Matrix
Mulching, Hydraulic Method, STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts E E
C P
N M
.d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r r y a n .m a th is
NUMBER
SHEET
NM
Lincoln NFSR 107
NM FTFS 107(1)
E2
200'100'0
Scale in Feet
129+00 TO 143+83.91
SEDIMENT CONTROL PLAN
EROSION AND
143+83.91
NM FTFS 107(1)
END PROJECT
Soil Erosion Control, Silt Fence
Sta. 138+50 to 139+81
Typ.
Bonded Fiber Matrix
Mulching, Hydraulic Method, Soil Erosion Control, Silt Fence
Sta. 128+50 to 130+00, LT
Spaced at 80'
Soil Erosion Control, Check Dam
Sta. 129+00 to 133+00, RT
Soil Erosion Control, Silt Fence
Sta. 131+50 to 135+70, LT
Spaced at 80'
Soil Erosion Control, Check Dam
Sta. 136+00 to 137+60, RT
SILT FENCE
6" min. trench
6" min.
18" min.
30" min.
24" min.
C157-50
NOTE:
4.
3.
2.
1.
6 ft. (max.)
fence support mesh = withoutPost spacing
10 ft. (max.)
fence support mesh =withPost spacing running around the ends.
fence up the slope to prevent water from
As the slope is constructed, curve the silt contours as closely as possible.
Install silt fence to follow the ground manufacturer's recommendations.
machine-sliced silt fence according to the slicing as approved by the CO. Install
Silt fence may be installed using machine
DETAIL APPROVED FOR USE
REVISED: 08/2014
A
M
DETAIL
E3
ELEVATION
PLAN
POST AND GEOTEXTILE INSTALLATION DETAIL
SILT FENCE INSTALLATION AT TOE OF FILL
Flow Fi ll slo pe
Flow
T o e o f s lo p e
Flow
(undisturbed)
Existing ground
END POSTS DETAIL
PLAN
PLAN
END DETAIL
ELEVATION
Fi ll sl op e
Steel or wood post
Backfilled and compacted soil
Limits of clearing
Steel or wood post
Varies
Varies
See Note 3 for spacing
See Note 4
Fasten fabric to posts.
around each post one full turn.
Fold geotextile fabric
NO SCALE
PLAN
T o e o f s lo p
Note 3See
Staple or tie
Top of posts tied together.
Posts driven tightly together.
Steel or wood posts
POSTS AT JOINTS
See End Posts Detail
End posts
Geotextile fabric
Staple or tie
SILT FENCE AS PERIMETER CONTROL
Fill
Existing ground
Sheet flow Silt fence
PLAN
SECTION A-A
A
A
Roadway
Edge of shoulder
Edge of shoulder
Toe of slope
Toe of slope
Posts Detail
See End
End posts
Silt fence
Fence support mesh (optional)
Section A fabric
Geotextile
Section B
Geotextile fabric
Geotextile
See Typical Section Sheet
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts E C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
REVISED:
DETAIL
U.S. CUSTOMARY DETAIL
DETAIL APPROVED FOR USE
U s e r r y a n .m a th is
NUMBER
SHEET
NM
12" min.
DETAIL APPROVED FOR USE 01/2011
FIBER ROLL
Maximum spacing (ft)
9" Ø Fiber Roll
Flow
12" min.
C le a r in g
L im it
S lo p
S ta k e
INSTALLATION DETAIL
FIBER ROLL AS PERIMETER CONTROL
uphill side of fiber roll
Place excavated material on
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
Install fiber rolls along contours Wood 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
E4
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
A
M N N
M R o a d w a y C
A D
D S h e e ts E C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
U.S. CUSTOMARY DETAIL
U s e r r y a n .m a th is
NUMBER
SHEET
NM
CHECK DAM
(ft)
6" min.
16" min Trench 2" min.
9" Ø min.
Fiber roll
Trench 2" min.
E5 sediment log.
* Spacing calculated based on 9" Ø min
157-A
Check dams paid as 15705-1400 Soil Erosion Control, Fiber Roll.
Adjust check dam spacing based on site-specific conditions.
around the ends of the fiber roll.
Provide sufficient length to prevent water from flowing
Expose stakes 2" (min.) above top of fiber roll.
Drive stakes into undisturbed soil of trench bottom 16" (min).
2' (max) spacing.
Drive stakes at each end of the fiber roll and at
Stake fiber rolls in place with 1⅛" x 1⅛" wood stakes.
Install check dams in ditches perpendicular to the flowline.
Repair all rills or gullies and properly compact prior to installation.
7.
6.
5.
4.
3.
2.
1.
PLAN
Flow
Flow
Se e
Not e
GRADE
DITCH
CROSS SECTION
See Note 5 the ends to prevent flow around
Curve ends upstream similar for flat-bottom ditches.
Check dam installation details are
V-ditch design shown.
Flow Line
STAKING DETAIL
FIBER ROLL
uphill side of fiber roll
Place excavated material on
(See Note 6)
CHECK DAM SPACING*
FIBER ROLL
FIBER ROLL CHECK DAM
SPACING (max.)
CHECK DAM
8%
5%
4%
3%
2%
See Note 4
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts E S p A .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
SPECIAL
U.S. CUSTOMARY SPECIAL
U s e r r y a n .m a th is
NUMBER
SHEET
NM
PLASTIC LINED DIVERSION CHANNEL
RIPRAP LINED DIVERSION CHANNEL
TEMPORARY CULVERT
DIVERSION CHANNEL
SECTION B-B
SECTION A-A
SECTION A-A SECTION B-B
SECTION B-B
PLAN
W
B
W
B
W
B B
W
T T
Ø when scheduled)
Silt fence (typ.
embankment
Roadway embankment
Roadway
Temporary culvert backfill
Subgrade
Bedding
Sandbags
Riprap lining Riprap lining backflow into natural channel
Use sandbags to prevent
Permanent natural channel
Earthwork limits when scheduled)
Silt fence (typ.
See Note 6
Permanent culvert
Roadway centerline temporary barrier
Use sandbags to construct
SandbagsPlastic liner
SSSS
SS SS
D
D D
D
SS
SS
SS SS
FlowFlow
FlowFlow
Plastic liner when scheduled)
Silt fence (typ.
using one of the methods listed in Subsection 204.11(a).
temporary culvert. Compact temporary culvert backfill channel through the roadway embankment with
When specified replace the portion of the diversion
A
A
BB
GeotextileGeotextile
Flow
Natural ground and secure with sandbags (typ.)
liner. Bury the upstream edge of the liner a minimum of
Do not construct with longitudinal joints if using a plastic
Construct channel at a minimum grade of 0.5 percent.
width of the temporary diversion channel.
Use plastic liner or riprap along the entire length and outlet, etc.
bypass pipes, elbows, connections, energy dissipators at
Contractor is responsible for sizing all pumps, dams, flow volumes in the Dewatering Plan.
and sediment control measures, and anticipated stream
157. Include layout, methods, equipment, soil erosion a Dewatering Plan to the CO as required by SCR Section
Dewatering is the responsibility of the Contractor. Submit
6.
5.
4.
3.
2.
1.
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts E S p B .d g
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
U s e r r y a n .m a th is
NUMBER
SHEET
NM
Lincoln NFSR 107
NM FTFS 107(1)
DIVERSION CHANNELS
TEMPORARY
6" deep and secure with riprap or sandbags.
2'2'
Bury plastic liner 6" deep
2'2'
E6
157-B
NOTE:
with plastic liner or riprap
Temporary diversion channel
DETAIL APPROVED FOR USE 08/2006
AND FURROW DITCH
EMBANKMENT BENCHING
C204-50
F1
NOTE:
2.
1.
m in
8' ±
Existing ground
FURROW DITCH
EMBANKMENT BENCHING
8' bench height (typ.)
Top of subgrade bench height.
meet 12' minimum bench width and 8' typical
Bench into existing slope as necessary to
1V:3H or flatter.
Benching is not required for ground sloped at
12' (min.)
See Note 2
Proposed em bankm ent slope
Existing ground
Height varies pattern benching
Typical
Proposed cut slope the Typical Section sheet
Slope rounding as shown on
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts F C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
U.S. CUSTOMARY DETAIL
U s e r r y a n .m a th is
NUMBER
SHEET
NM
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
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'
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
G1
2.5
2.5
1.5
1.5
1.5
2.5
2.5
1.5
1.5
49.8
38.7
18.5
13.3
5.2
3.2
1.7
44.5
34.1
15.6
10.9
5.2
2.2
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 r
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
D
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
D it c h B o tt o m
W id th
D it c h B o tt o m
W id t h
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
A
M N N
M 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
U.S. CUSTOMARY DETAIL
DETAIL APPROVED FOR USE
U s e r r y a n .m a th is
NUMBER
SHEET
NM
601-A
WING ELEVATION
b.f. = both faces o.f. = other face f.f. = fill face
Abbreviations:
T1
AND WINGWALLS
HEADWALLS
BOX CULVERT
1'-0"
HEADWALL DETAIL
#4 bars (6 tot.)
#4 @ 12" headwall reinforcement into
Extend longitudinal box H e a d w a ll L e n g th
TOEWALL DETAIL
1'-0"
(6 tot.)
#4 bars
#4 @ 18" toewall reinforcement into
Extend longitudinal box
2 (max.)
c l.
WINGWALL TYPICAL SECTION
8" 0-10
4'-6"
1-7
L
0-8
1'-0" 1'-6"
1'-0" to wall) perpendicular
(measured
H m a x
#4 @ 12"
#5 @ 6"
#5 @ 12"
#4 bars (9 tot.)
#4 @ 12" b.f.
#4 @ 12"
#5 @ 6" recommendations install per manufacturer's
Geocomposite sheet drain
@ 8'-0" (max.) o.c.
slope 2% to drain sheet drain manufacturer.
recommended by
Provide drain grate as material
Limits of backfill
#4 @ 6"
NOTES:
footing) and headwall (above filler between wingwall
" expansion joint2
Finished slope
See Headwall Detail
See Toewall Detail culvert
Concrete box Toewall
Other face of wingwall footing bars splice to longitudinal
2-#4 bars b.f.
longitudinal footing bars
#4 bars splice to footing & toewall bars splice to longitudinal
4-#4 bars
Concrete box culvert
Face of headwall
See Box Culvert Plan and Profile Sheet filler (nail in place)
" expansion joint2
3" cl.
Class 3 riprap
1'-10" min. splice
W ingw all Length
@ 8'-0" (max.) o.c.
Foundation fill
R wingwall typical section.
behind the wingwalls and headwalls. Limits are shown on the
10. Use Backfill material meeting the requirements of subsection 704.03 construction.
9. The contractor is responsible for the stability of the structure during
Headwalls.
8. Include geocomposite sheet drains in the cost of 60103-0000, Concrete,
7. Clean all construction joints thoroughly before concrete is poured.
coefficient of friction between concrete and soil = 0.65.
surcharge = equivalent height of soil, heq = 2 feet. For sliding, nominal pressure equivalent to a fluid unit weight = 35 lbs. per cubic foot. Live load through 2016. Factored bearing resistance, q =5.0 ksf. Lateral earth
AASHTO LRFD Bridge Design Specifications 7th Edition, 2014 with interims
6. Design Data:
28-day compressive strength f'c = 4000 psi.
5. Concrete shall conform to Section 601 in the SCRs, with a minimum the face of any bar of 2", unless shown otherwise on the plans.
M322, Grade 60 deformed. Use a minimum concrete covering to
4. Use reinforcing steel meeting the requirements of AASHTO M31 or shown on the Box Culvert Plan and Profile Sheet.
3. Dimensions, elevations and angles for wingwalls and headwalls are shall be included in the unit cost of 60103-0000, Concrete Headwalls.
2. Expansion joint material shall conform to AASHTO M213. Payment
".4
31. Chamfer all exposed concrete corners
TYPICAL HEADWALL / WINGWALL PLAN DETAIL
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts T S p A .d
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
U.S. DEPARTMENT OF TRANSPORTATION
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U s e r r y a n .m a th is
NUMBER
SHEET
NM
4.
3.
2.
1.
METAL ROUND PIPE CULVERT
METAL PIPE ARCH CULVERT
FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT
FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT
STEEL ALUMINUM
DIAMETER
VALENT
EQUI-
RADIUS
CORNER
MINIMUM
COVER
MINIMUM
SPAN x RISE
SIZE
PIPE ARCH
SIZE
PIPE ARCH
SPAN x RISE DIAMETER
VALENT
EQUI-
RADIUS
CORNER
MINIMUM
COVER
MINIMUM
COVER
MINIMUM
DIAMETER
SIZE
PIPE
SIZE
PIPE
DIAMETER COVER
MINIMUM
ALUMINUMSTEEL
of camber or increase the pipe culvert gradient.
elevation of the inlet invert, reduce the amount parabolic curve as designed exceeds the curve. If the midpoint elevation on the pipe length. Develop camber on a parabolic inverts an ordinate amount equal to 1% of the from a chord through the inlet and outlet
When directed, camber pipe culverts upward pavement for both flexible and rigid pavement.
from the top of the pipe to the top of the rigid pavements. Measure maximum fill height pavements, and to the top of the pavement for pipe culvert to the subgrade for flexible
Measure minimum cover from the top of the corrugation pipe.
Obtain approval before furnishing annular of helical lockseam and welded seam pipe.
corrugations are more restrictive than those
Fill heights for culvert pipe with annular lockseam and welded seam pipe only.
The fill heights in the table are for helical special analysis by the CO.
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts T S td
.d g n
FEDERAL LANDS HIGHWAY OFFICE
STANDARD
U.S. CUSTOMARY STANDARD
U s e r r y a n .m a th is
NUMBER
SHEET
NM
Lincoln NFSR 107
NM FTFS 107(1)
602-1
STANDARD APPROVED FOR USE 12/1993
REVISED: 4/1994 6/2005
METAL PIPE CULVERT
Fill heights exceeding 100 feet require
" CORRUGATIONS2
1" x 3
22 3" x 1" CORRUGATIONS
METAL THICKNESS (INCH/GAGE)
0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8
MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES INCHES
" CORRUGATIONS2
1" x 3
22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS
METAL THICKNESS (INCH/GAGE)
0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8
MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES
INCHES
INCHES
142 x 91
137 x 87
128 x 83
117 x 79
112 x 75
103 x 71
95 x 67
87 x 63
83 x 57
81 x 59
77 x 52
73 x 55
71 x 47
66 x 51
64 x 43
60 x 46
57 x 38
49 x 33
42 x 29
35 x 24
28 x 20
24 x 18
21 x 15
17 x 13
INCHES
INCHES
3.5
INCHES
" CORRUGATIONS2
1" x 3
22 3" x 1" CORRUGATIONS
METAL THICKNESS (INCH/GAGE)
5" x 1" CORRUGATIONS
0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14
MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)
0.109/120.138/10 0.168/8
INCHES INCHES INCHES
103 x 71
95 x 67
87 x 63
81 x 59
73 x 55
66 x 51
64 x 43
60 x 46
57 x 38
49 x 33
42 x 29
35 x 24
28 x 20
24 x 18
21 x 15
17 x 13
INCHES
3.5
" CORRUGATIONS2
1" x 3
METAL THICKNESS (INCH/GAGE)
3" x 1" CORRUGATIONS
0.135/100.105/120.075/14
MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)
0.060/160.135/100.105/120.075/140.060/16
T2
2.
1.
SMOOTH SLEEVE BAND FLAT BAND
SEMI-CORRUGATED BAND
HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS
SLEEVE JOINT
SIDE VIEW SIDE VIEW SIDE VIEW
END VIEW
END VIEWEND VIEW
Oval Lug
Band Angle
Bar & Strap
Integral Flange Wedge and Strap
Stab type joint
Smoother sleeve with center stop.
DIAMETER
ROUND PIPE
SPAN × RISE
PIPE ARCH
CORRUGATION
W
Band Band
Band Bolts
Pipe
Band
Bolts
Angle
Pipe
BandBand
Bolts
Pipe heel and toe of angle of corrugation at fillet weld at crest
Rivet, spot weld, or
Angle
Wedge be used.
Highway Bridges, Division II Section 26 may criteria of AASHTO Standard specifications for devices that comply with the joint performance
Other types of coupling bands or fastening specified in the Special Contract Requirements.
Watertight pipe joints are not required unless of corrugation at heel and toe of angle
Rivet, spot weld, or fillet weld at crest strap connector
Bolt, bar and
Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as [1]
For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the [2] dimension of the end corrugation in the pipe.
[1]COUPLING BANDS FOR METAL PIPE CULVERT
Use annular corrugated bands with pipes having annular corrugations or with helical pipe [3] the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses
CORRUGATED
ANNULAR
CORRUGATED
HELICALLY
[4]BANDS
CORRUGATED
SEMI-
[2]SIZE
[3]BANDS [5]BANDS
Band corrugation in pipe end with second annular around band meshes
Continuous corrugation
W
BoltsBand
WW
STATE PROJECT
A
M N N
M R o a d w a y C
A D
D S h e e ts T S td
.d g n
FEDERAL LANDS HIGHWAY OFFICE
U.S. CUSTOMARY STANDARD
U s e r r y a n .m a th is
NUMBER
SHEET
NM
Lincoln NFSR 107
NM FTFS 107(1)
602-2
MINIMUM BAND WIDTH (INCHES)
1 × 2
1 × 3
3 × 1
5 × 1 78 to 144
36 to 72
78 to 144
36 to 72
78 to 84
42 to 72
12 to 36
87 × 64 to 142 × 91
60 × 46 to 81 × 59
87 × 64 to 142 × 91
60 × 46 to 81 × 59
49 × 33 to 83 × 57
17 × 13 to 42 × 29
10.5
10.5
10.5
10.5
10.5
10.5
10.5
INCHESINCHESINCHES
rerolled with 3" × 1" pipe corrugations.
COUPLING BAND
METAL PIPE CULVERT
having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on
" corrugations. A 12 inch band is acceptable on pipe ends 2 1" × 3
2pipe ends rerolled with 2 steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:
thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.
Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.
"2 1" × 3
2The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 corrugations on rerolled pipe ends.
diameter, required above 42" diameter
Second angle connection optional to 42" diameter, required above 42" diameter
Second angle connection optional to 42"
T3
NOTE:
[6]underdrain
Use helical corrugated bands with pipes having helically corrugated ends.[4]
[5]
[6]
" for 18" round culvert (21" × 15" pipe arch) or less8
" for 21" round culvert (24" × 18" pipe arch) or more2
See Section 704 for bedding and backfill requirements.
dimension of all pipe arch culverts.
H equals the diameter of all round pipe culverts or the rise amount of camber or increase the pipe culvert gradient.
designed exceeds the elevation of the inlet invert, reduce the curve. If the midpoint elevation on the parabolic curve as to 1% of the pipe length. Develop camber on a parabolic through the inlet and outlet inverts an ordinate amount equal
When directed, camber pipe culverts upward from a chord
3.
2.
1.
be adjusted to tie into impervious material.
granular material is used for backfill. Width may material at the pipe culvert inlet where
Construct piping plug of impermeable backfill
MULTIPLE PIPE INSTALLATION
PIPING PLUG
TRENCH EXCAVATION IN EMBANKMENT
BELOW NATURAL GROUND OR
ON UNSTABLE MATERIAL
NATURAL GROUND
ABOVE AND BELOW
ON NATURAL GROUND
ABOVE NATURAL GROUND
ON UNYIELDING MATERIAL
PIPE BEDDING
ELEVATION
SECTION A-A
LEGEND:
Bedding material (uncompacted)
Impermeable backfill material.
BEDDING DEPTH
MINIMUM SPACING
SPACING
or SPAN
DIAMETER
PIPE SIZE (H) DEPTH
Roadway embankment Roadway embankment
Natural ground
Toe plate Toe plate
Natural ground Natural ground
Roadway embankment
Roadway excavation
Natural ground
H
Width
H H
H H
H H
H H
H
H
H
Finished subgrade Finished subgrade
Natural ground
Finished subgrade
Pipe culvert
Embankment slope
High water elevation treatment
Culvert end
Piping plug before trench excavation embankment height
Finished subgrade or
Original natural ground surface
A
A
Finished subgrade
Roadway embankment
Roadway embankment
Finished subgrade trench…
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.