MT_DOT_16(54)_PlanSet_Sign-Off_Signed.pdf
PDF 12 MB Posted
- Attached to
- MT DOD 16(54), Minuteman Missile Base Roads Federal contract opportunity
- Solicitation number
- DTFH70-16-B-00013
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| File | Type | Posted |
|---|---|---|
| Bid_Opening_Summary_for_DTFH70-16-B-00013_MT_DOD_16(54).pdf | ||
| Q A_MT_DOD_16(54).pdf | ||
| A002_MT_DOD_16(54)_Minuteman_Missile_Base_Roads.pdf | ||
| A001_MT_DOD_16(54)_Minuteman_Missile_Base_Roads.pdf | ||
| Q A_MT_DOD_16(54).pdf | ||
| Plan_Request__Minuteman.pdf | ||
| mt-d1654_Earthwork_Data_Listing.pdf | ||
| SWPPP_Minutemen_Missile_Base_Road _MT_DOD_16(54)_Judith_Basin_and_Fergus_Counties _Montana.pdf | ||
| mt-d1654_XS_Signoff.pdf | ||
| IFB_Minuteman.pdf | ||
| PROJECT_DESCRIPTION_MT_DOD_16(54).pdf |
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WESTERN FEDERAL LANDS HIGHWAY DIVISION
DETAIL APPROVED FOR USE 11/2001
REVISED: 9/2005 1/2007 10/2009 10/2014
W101-1
AND ABBREVIATIONS
PLAN SYMBOLS
W west drwg(s).
dist.
diaph.
diag.
dia.
DHV
D exp. jt.
exc.
EW
ER
EQ or eq.
EP
emb.
elev.
El. 94.16 ft e
E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.
ga.
galvanized gage (gauge)
HW
hex.
hdwl.
high water hexagon headwall ftg.
ft3 ft2 flg.
fin.
footing cubic foot (feet) square foot flange finish jt.
ID
joint inside diameter
LW
lt. or LT
Ls
LPSM
long.
LNFT
lat.
lam.
L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve
NC
N normal crown north
OG
OD
o. to o.
o. c.
original ground outside diameter out to out on center pvmt.
PT
PST
PSC
PS
POT
POS
POC
pl.
PI
PCS
PCC
PC
pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.
rt. or RT reqd.
reinf.
rdwy.
R/W
R.
R route right required reinforcement roadway right-of-way range radius typ.
Ts
TS
thd.
TBM
T.
T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance
VPI
vph
V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.
STS
struc.
stiff.
stgr.
std.
STA, Sta.
ST
SS
SRS
SQYD
SQFT
spa.
SLRY
shldr.
sec.
SC
SADT
S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south
CUYD
culv.
CUFT
cubic yard(s) culvert cubic foot (feet) mon.
min.
MGAL
max.
matl.
monument minimum thousand gallon maximum material A
M
J a n u a r y
U
S C
F h ig h w a y s F
H W
A
O M
A D
D e s ig n G e n e r a l I n fo r m a ti o n m t-d a b .d g n
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
DETAIL
U.S. CUSTOMARY DETAIL
STATE PROJECT
NUMBER
SHEET
A.2 DOD 16(54) MT
BH
CP GPS
JH
TP
DI
36 31
6 1
36 31
6 1
SEC.
SEC.
EL. 1234.56
N
E
RIP
G G
W W
DI
T T
NOTE:
NO SCALE
on the appropriate plan sheet.
Other symbols used in the plans will be shown in a legend 1.
Property Line w/Found Property Corner
Section Corner (Found, Projected)16
Section Line16
Section Corner (Found, Projected)4
Section Line4
Parcel Number
National Park Boundary
National Forest Boundary
National Wildlife Refuge Boundary
Trail
Lake, Pond or Reservoir; Marshland
Spring or Seep
Material Source; Bore Hole; Test Pit
Section Line
Indian Reservation Boundary
Existing Roadway (Road, Paved, Gravel)
Section Corner (Found, Projected)
Large Creek or River
Spot Elevation; Coordinate Grid Tick
Above Ground Tank; Underground Tank
Treeline; Individual Trees
Boulder; Well; Satellite Dish; Grave
Cooking Grate; Garbage Can; Picnic Table
Flagpole; Fire Hydrant
Gas & Water Meter; Gas & Water Valve
Silt Fence
National Boundary
State Boundary
County Boundary
City Boundary
Township or Range Line
BLM Lands Boundary
Railroad
Intermittent Drainage or Small Creek
Control Point (Terrestrial and GPS); Jump Hub
Ø spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.
AH
ADT
abut.
bearing bridge balance point bench mark back brg.
br.
BP
BM
BK
ctrs.
CS
cont.
constr. jt.
conn.
conc.
col.
CMP
clr.
cc or c. to c.
centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line
M.P.
M.L.
STEAM = steam, T = telephone, TV = CATV, W = water
P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain
EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)
Poles (Power, Telephone, Joint Use,
- no symbol -
EXISTING PROPOSED
Transition
Toe of Fill
Top of Cut wall face
CL
North Arrow
Fence
Gate with Fence
Cattleguard
Guardrail
Retaining Wall
Pipe Culvert (arrow shows flow)
Pipe Culvert with End Section
Pipe Culvert with Headwall
Underdrain
Concrete Barrier
Slope Stake Limits
Pipe Culvert with Drop Inlet
Box Culvert
Delineators
Underground Utilities
Overhead/Above Ground Utilities
Signs (single, double post; portable)
Miscellaneous Utility Features
Building
Right-of-Way Line with Monument
Permanent Easement
Construction Easement
Riprap
Fiber Roll or Wattle
Creek
Wolf
Ar ro w
Coffee
C re ek
N
A.3
STATE PROJECT
NUMBER
MT
DOD 16(54)
F e b
A
M m t-d a c
B .d g n
U
S I n t2
D
B
T h o m p s o n h e c k e d b y
B e ll
D s ig n e d b y
1 0.5 0 1 2
SCALE IN MILES
B-03
COFFEE CREEK
DENTON
D-10
N
C O
F F E
E C
R E
E K R
D
D E
M A
R S R
D
S
C O
F F E
E C
R E
E K R
D
U R
S R
D
TESAREK RD
CARPENTER RD
D
N
D E
N T
O N R
D
CARPENTER RD
P O
S S
U M R
U N R
D
N
C O
F F E
E C
R E
E K R
D
N
D E
N T
O N R
D
N
B A I N S
T
MONTANA
MONTANA
MP 0.08
SCHEDULE C
BEGIN D-09 ROAD WORK
MP 2.19
SCHEDULE C
END D-09 ROAD WORK
MP 3.01
SCHEDULES B & C
END B-03 ROAD WORK
MP 0.00
SCHEDULES B & C
BEGIN D-10 ROAD WORK
MP 0.00
SCHEDULES B & C
BEGIN B-03 ROAD WORK
MP 7.24
SCHEDULES B & C
END D-10 ROAD WORK
B-03, D-09, & D-10 ROADS
VICINITY MAP
g
C r e e k
Creek
Creek
Salt
C r e e k
Little
Salt
R os e
C re e k
C r e e k
C r e e k
E a st
F o rk
S a lt
S a lt
D o g
Murph y
N
A.4
STATE PROJECT
F e b
A
M m t-d a c
E .d g n
U
S I n t2
D
T h o m p s e c k e d b y
B s ig n e d b y
1 0.5 0 1 2
SCALE IN MILES
SUFFOLK
E-05
E R I E L
N
SALT CREEK RD
E-01
WASHBOARD RD
ECHO DR
SUFFOLK RD
BUTCHER RD
M ile s T o H ilg e r
.5 M ile s
T o W in ifre d
MP 0.00
SCHEDULES A, B, & C
BEGIN E-01 ROAD WORK
MP 4.31
SCHEDULES A, B, & C
END E-01 ROAD WORK
MP 5.96
SCHEDULES A, B, & C
END E-05 ROAD WORK
MP 0.00
SCHEDULES A, B, & C
BEGIN E-05 ROAD WORK
E-01 & E-05 ROADS
Cutbank
Creek
D o g
Creek
C re e k
Rose
D o g
C r e e k
Creek
N
A.5
STATE PROJECT
F e b
A
M m t-d a c
E .d g n
U
S I n t2
D
T h o m p s e c k e d b y
B s ig n e d b y
1 0.5 0 1 2
SCALE IN MILES
E
E-11
E-04
T O
B I N L
N
P N BRIDGE RD
K U
C E
R A R
D
JUDITH RIVER RD
S T
A F F
O R
D F
E R
R Y R
D
K J O
R L I E
N R
D
D-Y TRAIL
WINIFRED
MP 7.30
SCHEDULES A, B, & C
END E-02 ROAD WORK
MP 0.00
SCHEDULES A, B, & C
BEGIN E-02 ROAD WORK
MP 0.02
SCHEDULES A, B, & C
BEGIN E-11 ROAD WORK
MP 4.60
SCHEDULES A, B, & C
END E-11 ROAD WORK
MP 0.00
SCHEDULES A, B, & C
BEGIN E-04 ROAD WORK
MP 5.55
SCHEDULES A, B, & C
END E-04 ROAD WORK
E-02, E-04, & E-11 ROADS
re e k
Creek
Creek
L a s t
M o cc a si n
In d ia n
Spring
W arm
C oulee
M ing
Little
Dog
Box
Elder
C reek
C r e e k
C h a n c e
N
A.6
STATE PROJECT
F e b
A
M m t-d a c
E .d g n
U
S I n t2
D
T h o m p s e c k e d b y
B s ig n e d b y
1 0.5 0 1 2
SCALE IN MILES
E
COLONY
DEERFIELD
P L U
M C
R E E
K R
D
SMART LN
72 BENCH RD
SANDROCK
RD
MONTANA
MONTANA
M ile s
T o L e w is to w n
S A
LT C
R
EEK
R
D
MOULTON RD
MP 0.01
SCHEDULES A, B, & C
BEGIN E-08 ROAD WORK
MP 4.92
SCHEDULES A, B, & C
END E-08 ROAD WORK
E-08 ROAD
C r e e k
W es t
F o r k
S a lt
C re e k
C r e e k
Cr ee k
Creek
Little
Dog
Dog
Box
Elder
C reek
D e e r
D o g
N
1 0.5 0 1 2
SCALE IN MILES
E-09
MEEHAN RD
CHRISTINA
P H I L L I P S L
N
MOULTON RD
A.7
STATE PROJECT
M a r
A
M m t-d a c
E .d g n
U
S I n t2
D
T h o m p s e c k e d b y
B s ig n e d b y
S A L T C
R E E K R
D
M ile s
T o W in ifre d
M ile s T o H ilg e r
P L
U M C
R E E
K R
D
MP 0.00
SCHEDULES A, B, & C
BEGIN E-09 ROAD WORK
MP 8.74
SCHEDULES A, B, & C
END E-09 ROAD WORK
E-09 ROAD
Road Number
E-01 E-02 E-04 E-05 E-08 E-09 E-11 Allowance Bid Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15201-0000 CONSTRUCTION SURVEY AND
STAKING LPSM ALL
A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0080 15401-0000 CONTRACTOR TESTING LPSM ALL
A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0120 15705-1300 SOIL EROSION CONTROL,
TEMPORARY DIVERSION CHANNEL LNFT 124 100 6 230
A0140 15705-1400 SOIL EROSION CONTROL, FIBER
ROLL LNFT 390 2,800 490 610 60 150 180 20 4,700
A0160 15801-0000 WATERING FOR DUST CONTROL MGAL 476 865 644 682 597 964 569 203 5,000
A0180 20101-0000 CLEARING AND GRUBBING ACRE 1.2 0.4 1.6 Contract Quantity
A0200 20301-1900 REMOVAL OF PIPE CULVERT (E-04
ROAD) EACH 2 2
A0220 20302-0800 REMOVAL OF FENCE, BARBED WIRE LNFT 1,982 218 124 26 2,350
A0240 20401-0000 ROADWAY EXCAVATION CUYD 527 128 655 Contract Quantity
A0260 20402-0000 SUBEXCAVATION CUYD 1,012 156 200 356 276 2,000
A0280 20404-0000 UNCLASSIFIED BORROW TON 14,899 601 15,500
A0300 20411-0000 SELECT BORROW TON 6,548 308 1,741 395 700 308 10,000
A0320 20701-0300 SEPARATION-STABILIZATION
GEOTEXTILE, CLASS 1, TYPE C
(NONWOVEN) (SUBEXCAVATION) SQYD 1,833 289 356 644 378 3,500
A0340 20703-2000 GEOGRID, STABILIZATION SQYD 1,688 244 356 556 356 3,200
A0360 25101-0200 PLACED RIPRAP, METHOD A,
CLASS 2 (ENERGY DISSIPATOR) CUYD 30 3 20 7 60
A0380 25101-0200 PLACED RIPRAP, METHOD A,
CLASS 2 (RIPRAP HEADWALL) CUYD 10 85 123 82 14 16 330
A0400 25101-0200 PLACED RIPRAP, METHOD A,
CLASS 2 (SLOPE ARMOR) CUYD 630 70 700
A0420 25101-0200 PLACED RIPRAP, METHOD A,
CLASS 2 (BANK PROTECTION) CUYD 18 7 25
A0440 25101-0300 PLACED RIPRAP, METHOD A,
CLASS 3 (APRON) CUYD 80 195 25 300
A0460 30202-2000 ROADWAY AGGREGATE, METHOD 2
(E ROADS) TON 165 590 290 165 280 355 545 110 2,500
A0480 30302-6000 ROADWAY RECONDITIONING LNFT 22,757 37,330 29,304 30,835 25,925 46,147 24,182 216,480 Contract Quantity
A0500 31103-3000 STABILIZED AGGREGATE SURFACE
COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (E ROADS) TON 11,802 22,633 16,626 17,380 15,973 23,932 15,416 488 124,250
A0520 31110-0000 CALCIUM CHLORIDE TON 202 387 284 296 273 409 263 11 2,125
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
-A pr -2
6:
A M
I:
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STATE PROJECT
B.1DOD 16(54)MT
E-01 E-02 E-04 E-05 E-08 E-09 E-11 Allowance Bid Schedule
A0540 60201-0800 24-INCH PIPE CULVERT LNFT 132 8 140
A0560 60201-1200 48-INCH PIPE CULVERT LNFT 42 116 2 160
A0580 60201-1400 60-INCH PIPE CULVERT LNFT 146 54 200
A0600 60201-2500 144-INCH PIPE CULVERT LNFT 114 6 120
A0620 60202-0500 30-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 100 100
A0640 60202-0600 36-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 80 80
A0660 60202-0800 48-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 128 2 130
A0680 60202-1800 108-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 180 180
A0700 60704-0000 CLEANING CULVERT IN PLACE EACH 1 3 4 3 2 13
A0720 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 2 3 1 1 1 8
A0740 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 2,030 248 132 15 2,425
A0760 61903-0700 CATTLE GUARD, 24 FEET EACH 2 1 1 4
A0780 61921-1000 REMOVE AND RESET FENCE LNFT 25 50 75
A0800 62201-0300 DUMP TRUCK, 12 CUBIC YARD
MINIMUM CAPACITY HOUR 40
A0820 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT
MINIMUM RATED CAPACITY
BUCKET, 24-INCH WIDTH HOUR 50
A0840 62201-2050 ROLLER HOUR 40
A0860 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM
BLADE HOUR 40
A0880 62301-0000 GENERAL LABOR HOUR 40
A0900 62406-0300 PLACING CONSERVED TOPSOIL, Contract Quantity
4-INCH DEPTH ACRE 1.2 0.4 1.6
A0920 62503-0000 TURF ESTABLISHMENT SLRY 5 2 7
A0940 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL
A0960 63509-1000 TEMPORARY TRAFFIC CONTROL,
FLAGGER FXHR 300 1,000 500 440 340 560 280 3,420
Remarks and/or Determination of Estimated
Quantity
-A pr -2
6:
A M
I:
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2) SUMMARY OF QUANTITIES - Schedule A
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
STATE PROJECT
B.2DOD 16(54)MT
E-01 E-02 E-04 E-05 E-08 E-09 E-11 B-03 D-10 Allowance Bid Schedule
B0020 15101-0000 MOBILIZATION LPSM ALL
B0040 15201-0000 CONSTRUCTION SURVEY AND
STAKING LPSM ALL
B0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
B0080 15401-0000 CONTRACTOR TESTING LPSM ALL
B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
B0120 15705-1300 SOIL EROSION CONTROL,
TEMPORARY DIVERSION CHANNEL LNFT 124 100 6 230
B0140 15705-1400 SOIL EROSION CONTROL, FIBER
ROLL LNFT 390 2,800 490 610 60 150 180 90 30 50 4,850
B0160 15801-0000 WATERING FOR DUST CONTROL MGAL 476 865 644 682 597 964 569 314 776 313 6,200
B0180 20101-0000 CLEARING AND GRUBBING ACRE 1.2 0.4 1.6 Contract Quantity
B0200 20301-1900 REMOVAL OF PIPE CULVERT (E-04
ROAD) EACH 2 2
B0220 20302-0800 REMOVAL OF FENCE, BARBED WIRE LNFT 1,982 218 124 26 2,350
B0240 20401-0000 ROADWAY EXCAVATION CUYD 527 128 655 Contract Quantity
B0260 20402-0000 SUBEXCAVATION CUYD 1,012 156 200 356 276 2,000
B0280 20404-0000 UNCLASSIFIED BORROW TON 14,899 601 15,500
B0300 20411-0000 SELECT BORROW TON 6,548 308 1,741 395 700 308 10,000
B0320 20701-0300 SEPARATION-STABILIZATION
GEOTEXTILE, CLASS 1, TYPE C
(NONWOVEN) (SUBEXCAVATION) SQYD 1,833 289 356 644 378 3,500
B0340 20703-2000 GEOGRID, STABILIZATION SQYD 1,688 244 356 556 356 3,200
B0360 25101-0200 PLACED RIPRAP, METHOD A,
CLASS 2 (ENERGY DISSIPATOR) CUYD 30 3 20 5 7 65
B0380 25101-0200 PLACED RIPRAP, METHOD A,
CLASS 2 (RIPRAP HEADWALL) CUYD 10 85 123 82 14 16 330
B0400 25101-0200 PLACED RIPRAP, METHOD A,
CLASS 2 (SLOPE ARMOR) CUYD 630 70 700
B0420 25101-0200 PLACED RIPRAP, METHOD A,
CLASS 2 (BANK PROTECTION) CUYD 18 7 25
B0440 25101-0300 PLACED RIPRAP, METHOD A,
CLASS 3 (APRON) CUYD 80 195 25 300
B0460 30202-2000 ROADWAY AGGREGATE, METHOD 2
(B ROADS) TON 230 20 250
B0480 30202-2000 ROADWAY AGGREGATE, METHOD 2
(D ROADS) TON 280 20 300
B0500 30202-2000 ROADWAY AGGREGATE, METHOD 2
(E ROADS) TON 165 590 290 165 280 355 545 110 2,500
B0520 30302-6000 ROADWAY RECONDITIONING LNFT 22,757 37,330 29,304 30,835 25,925 46,147 24,182 15,893 38,227 270,600 Contract Quantity
I:
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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
B.3DOD 16(54)MT
Schedule
B0540 31103-3000 STABILIZED AGGREGATE SURFACE
COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (B ROADS) TON 7,412 88 7,500
B0560 31103-3000 STABILIZED AGGREGATE SURFACE
COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (D ROADS) TON 18,783 117 18,900
B0580 31103-3000 STABILIZED AGGREGATE SURFACE
COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (E ROADS) TON 11,802 22,633 16,626 17,380 15,973 23,932 15,416 488 124,250
B0600 31110-0000 CALCIUM CHLORIDE TON 202 387 284 296 273 409 263 127 321 13 2,575
B0620 60201-0800 24-INCH PIPE CULVERT LNFT 132 8 140
B0640 60201-1000 36-INCH PIPE CULVERT LNFT 156 4 160
B0660 60201-1200 48-INCH PIPE CULVERT LNFT 42 116 2 160
B0680 60201-1400 60-INCH PIPE CULVERT LNFT 146 54 200
B0700 60201-2500 144-INCH PIPE CULVERT LNFT 114 6 120
B0720 60202-0500 30-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 100 100
B0740 60202-0600 36-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 80 80
B0760 60202-0800 48-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 128 2 130
B0780 60202-1800 108-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 180 180
B0800 60704-0000 CLEANING CULVERT IN PLACE EACH 1 3 4 3 2 1 14
B0820 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 2 3 1 1 1 1 2 11
B0840 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 2,030 248 132 15 2,425
B0860 61903-0700 CATTLE GUARD, 24 FEET EACH 2 1 1 4
B0880 61921-1000 REMOVE AND RESET FENCE LNFT 25 50 75
B0900 62201-0300 DUMP TRUCK, 12 CUBIC YARD
MINIMUM CAPACITY HOUR 40
B0920 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT
MINIMUM RATED CAPACITY
BUCKET, 24-INCH WIDTH HOUR 50
B0940 62201-2050 ROLLER HOUR 40
B0960 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM
BLADE HOUR 40
Remarks and/or Determination of Estimated
Quantity
-A pr -2
6:
A M
I:
\C on tr ac t\
C on st ru ct io n C on tr ac ts \P
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C
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\M T
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M in ut em an
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B as e R oa ds \P
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O A _E
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Es tim at e-
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_0 2.
xl sx
]S he et
2) SUMMARY OF QUANTITIES - Schedule B
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
STATE PROJECT
B.4DOD 16(54)MT
Schedule
B0980 62301-0000 GENERAL LABOR HOUR 40
B1000 62406-0300 PLACING CONSERVED TOPSOIL, Contract Quantity
4-INCH DEPTH ACRE 1.2 0.4 1.6
B1020 62503-0000 TURF ESTABLISHMENT SLRY 5 2 7
B1040 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL
B1060 63509-1000 TEMPORARY TRAFFIC CONTROL,
FLAGGER FXHR 300 1,000 500 440 340 560 280 160 420 4,000
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
-A pr -2
6:
A M
I:
\C on tr ac t\
C on st ru ct io n C on tr ac ts \P
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C
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\M T
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M in ut em an
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B as e R oa ds \P
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_0 2.
xl sx
]S he et
3) SUMMARY OF QUANTITIES - Schedule B
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
STATE PROJECT
B.5DOD 16(54)MT
E-01 E-02 E-04 E-05 E-08 E-09 E-11 B-03 D-10 D-09 Allowance Bid Schedule
C0020 15101-0000 MOBILIZATION LPSM ALL
C0040 15201-0000 CONSTRUCTION SURVEY AND
STAKING LPSM ALL
C0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
C0080 15401-0000 CONTRACTOR TESTING LPSM ALL
C0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
C0120 15705-1300 SOIL EROSION CONTROL,
TEMPORARY DIVERSION CHANNEL LNFT 124 100 46 10 280
C0140 15705-1400 SOIL EROSION CONTROL, FIBER
ROLL LNFT 390 2,800 490 610 60 150 180 90 30 300 50 5,150
C0160 15801-0000 WATERING FOR DUST CONTROL MGAL 476 865 644 682 597 964 569 314 776 245 368 6,500
C0180 20101-0000 CLEARING AND GRUBBING ACRE 1.2 0.4 1.6 Contract Quantity
C0200 20301-1900 REMOVAL OF PIPE CULVERT (E-04
ROAD) EACH 2 2
C0220 20302-0800 REMOVAL OF FENCE, BARBED WIRE LNFT 1,982 218 124 26 2,350
C0240 20401-0000 ROADWAY EXCAVATION CUYD 527 128 655 Contract Quantity
C0260 20402-0000 SUBEXCAVATION CUYD 1,012 156 200 356 276 2,000
C0280 20404-0000 UNCLASSIFIED BORROW TON 14,899 601 15,500
C0300 20411-0000 SELECT BORROW TON 6,548 308 1,741 395 700 308 10,000
C0320 20701-0300 SEPARATION-STABILIZATION
GEOTEXTILE, CLASS 1, TYPE C
(NONWOVEN) (SUBEXCAVATION) SQYD 1,833 289 356 644 378 3,500
C0340 20703-2000 GEOGRID, STABILIZATION SQYD 1,688 244 356 556 356 3,200
C0360 25101-0200 PLACED RIPRAP, METHOD A,
CLASS 2 (ENERGY DISSIPATOR) CUYD 30 3 20 5 7 65
C0380 25101-0200 PLACED RIPRAP, METHOD A,
CLASS 2 (RIPRAP HEADWALL) CUYD 10 85 123 82 14 9 17 340
C0400 25101-0200 PLACED RIPRAP, METHOD A,
CLASS 2 (SLOPE ARMOR) CUYD 630 70 700
C0420 25101-0200 PLACED RIPRAP, METHOD A,
CLASS 2 (BANK PROTECTION) CUYD 18 7 25
C0440 25101-0300 PLACED RIPRAP, METHOD A,
CLASS 3 (APRON) CUYD 80 195 25 300
C0460 30202-2000 ROADWAY AGGREGATE, METHOD 2
(B ROADS) TON 230 20 250
C0480 30202-2000 ROADWAY AGGREGATE, METHOD 2
(D ROADS) TON 280 215 30 525
C0500 30202-2000 ROADWAY AGGREGATE, METHOD 2
(E ROADS) TON 165 590 290 165 280 355 545 110 2,500
C0520 30302-6000 ROADWAY RECONDITIONING LNFT 22,757 37,330 29,304 30,835 25,925 46,147 24,182 15,893 38,227 11,141 281,741 Contract Quantity
-A pr -2
6:
A M
I:
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C on st ru ct io n C on tr ac ts \P
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C
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\M T
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B as e R oa ds \P
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E\ [m t-d1
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Es tim at e-
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_0 2.
xl sx
]S he et SUMMARY OF QUANTITIES - Schedule C
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
B.6DOD 16(54)MT
Schedule
C0540 31103-3000 STABILIZED AGGREGATE SURFACE
COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (B ROADS) TON 7,412 88 7,500
C0560 31103-3000 STABILIZED AGGREGATE SURFACE
COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (D ROADS) TON 18,783 6,321 146 25,250
C0580 31103-3000 STABILIZED AGGREGATE SURFACE
COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (E ROADS) TON 11,802 22,633 16,626 17,380 15,973 23,932 15,416 488 124,250
C0600 31110-0000 CALCIUM CHLORIDE TON 202 387 284 296 273 409 263 127 321 108 15 2,685
C0620 60201-0800 24-INCH PIPE CULVERT LNFT 132 76 12 220
C0640 60201-1000 36-INCH PIPE CULVERT LNFT 156 4 160
C0660 60201-1100 42-INCH PIPE CULVERT LNFT 40 40
C0680 60201-1200 48-INCH PIPE CULVERT LNFT 42 116 2 160
C0700 60201-1400 60-INCH PIPE CULVERT LNFT 146 54 200
C0720 60201-2500 144-INCH PIPE CULVERT LNFT 114 6 120
C0740 60202-0500 30-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 100 100
C0760 60202-0600 36-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 80 80
C0780 60202-0800 48-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 128 2 130
C0800 60202-0900 54-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 42 3 45
C0820 60202-1800 108-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 180 180
C0840 60704-0000 CLEANING CULVERT IN PLACE EACH 1 3 4 3 2 1 2 16
C0860 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 2 3 1 1 1 1 2 11
C0880 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 2,030 248 132 15 2,425
C0900 61903-0700 CATTLE GUARD, 24 FEET EACH 2 1 1 4
C0920 61921-1000 REMOVE AND RESET FENCE LNFT 25 50 75
C0940 62201-0300 DUMP TRUCK, 12 CUBIC YARD
MINIMUM CAPACITY HOUR 40
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
-A pr -2
6:
A M
I:
\C on tr ac t\
C on st ru ct io n C on tr ac ts \P
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C
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\M T
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M is si le
B as e R oa ds \P
R _L
O A _E
E\ [m t-d1
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Es tim at e-
_S ch ed ul eC
_0 2.
xl sx
]S he et
2) SUMMARY OF QUANTITIES - Schedule C
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
STATE PROJECT
B.7DOD 16(54)MT
Schedule
C0960 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT
MINIMUM RATED CAPACITY
BUCKET, 24-INCH WIDTH HOUR 50
C0980 62201-2050 ROLLER HOUR 40
C1000 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM
BLADE HOUR 40
C1020 62301-0000 GENERAL LABOR HOUR 40
C1040 62406-0300 PLACING CONSERVED TOPSOIL, Contract Quantity
4-INCH DEPTH ACRE 1.2 0.4 1.6
C1060 62503-0000 TURF ESTABLISHMENT SLRY 5 2 7
C1080 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL
C1100 63509-1000 TEMPORARY TRAFFIC CONTROL,
FLAGGER FXHR 300 1,000 500 440 340 560 280 160 420 380 4,380
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
-A pr -2
6:
A M
I:
\C on tr ac t\
C on st ru ct io n C on tr ac ts \P
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C
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\M T
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B as e R oa ds \P
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O A _E
E\ [m t-d1
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Es tim at e-
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_0 2.
xl sx
]S he et
3) SUMMARY OF QUANTITIES - Schedule C
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
STATE PROJECT
B.8DOD 16(54)MT
(FEET)
E-01 1 4.31 20 E-02 1 2.70 24 E-02 2 0.23 24 E-02 1 4.37 22 E-04 1 5.55 22 E-05 1 2.10 22 E-05 3 0.12 22 E-05 1 3.74 21 E-08 1 4.91 24 E-09 1 8.74 20 E-11 1 4.58 24
41.35 B-03 1 3.01 18 D-10 1 7.24 19
51.60 D-09 1 2.11 22
53.71
FOOTNOTE:
[1] Quantities are based on the following:
1. 50 MGAL/mile for roadway reconditioning and dust control.
2. 0.022 MGAL/TON for imported surface course aggregate.
[2] Quantity represents material for road approaches.
Quantities based on the following:
1. 15 TON/approach for private approaches.
2. 10 TON/approach for farm field approaches.
3. 40 TON/approach for public approaches.
(LNFT) 4. 60 TON/approach for missile launch facility approaches.
E-02 LT 2 250
E-02 1 100 [3] Quantities are based on 1.97 TON/CUYD.
E-02 1 300 E-04 1 100 [4] Calcium chloride quantities based on 1.7% by dry weight E-08 1 100 of item 31103-3000.
E-11 1 100 E-11 1 100 [5] See Sheets C.2 - C.3.
[6] See Sheet C.5.
[7] For estimating purposes only. See Sheets C.2-C.4 for further information on the required width.
Schedule B Total 123,762
7,412
270,6002,390
TYPICAL SECTION QUANTITIES
Item 31103-3000
Stabilized aggregate surface course, calcium chloride, imported aggregate
(E Roads) [3]
(TON)
11,802 8,784
Average width [7]
15,973
123,762
6,291
10,723
Item 31103-3000 Stabilized aggregate surface course, calcium chloride, imported aggregate
(D Roads) [3]
13,091 16,626
18,783 6,321
25,104
23,932 15,416
123,762
2,390
Item 30202-2000 Roadway aggregate, method 2 (E Roads) [2] [3]
(TON)
MP 0.79 to MP 0.85 1051
444 333MP 0.53 to MP 0.58 MP 0.62 to MP 0.64
MP 2.01 to MP 2.03
(TON) (SQYD) (SQYD)
MP 1.54 to MP 1.56 267
Location
2,932
6,132
Typical No. [5]
Schedule C Total
Item 20402-0000 Subexcavation
Item 30202-2000 Roadway aggregate, method 2 (D Roads) [2] [3]
(TON)
281,741
(LNFT)
1,644
7,412 2,670
11,088
(CUYD)
(TON)
19,747
11,141
38,227
Item 31110-0000 Calcium chloride
[4]
(TON)
22,757
Miles
Item 30302-6000 Roadway reconditioning
Item 15801-0000 Watering for dust control [1]
507 23,074
(MGAL)
3,240 2,467
14,256
644 29,304
Type
Schedule A, B, & C Total
Road Number
Item 20411-0000 Select borrow [3]
46,147
Road Number
(TON)
Item 31103-3000 Stabilized aggregate surface course, calcium chloride, imported aggregate (B Roads) [3]
Item 30202-2000 Roadway aggregate, method 2 (B Roads) [2] [3]
Schedule A Total 569 24,182
25,925
2,562
4,797 0 216,480 0 2,114 15,893
18,783
Side
495 2,390
5,887 230
SUBEXCAVATION QUANTITIES [6]
7,412
MP 4.58 to MP 4.60 185 365 322 278
Length
Item 20701-0300 Separation-stabilization geotextile, class 1, type C (nonwoven)
Item 20703-2000 Geogrid, stabilization
MP 1.67 to MP 1.69
STATE PROJECT
DOD 16(54) C.1MT
F:
\h ig hw ay s\
FH
W
A\
_O
M A D
_1 6(
D es ig n\
Ty pi ca l S ec ti on s\ [m t- 7-
M ar
-2
:4
PM
N
B
EL
L
/2
B
TH
O
M
PS
O N
/2
D es ig ne d by
C he ck ed b y:
NUMBER
TABULATION OF TYPICAL
SECTION QUANTITIES
C.2
STATE PROJECT
M a r
P
M m t-d c a .d g n
U
S I n t2
D
T h o m p s e c k e d b y
B s ig n e d b y
1:3
Travel lane Travel lane
1:3
LC
Existing Slope
Existing Slope li m it s
C o n s tr u c ti o n li m it s
C o n s tr u c ti o n
Original ground
FOOTNOTE:
Roadway reconditioning
TYPICAL SECTIONS
(4" AGGREGATE SURFACING)
TYPICAL SECTION NO. 1
4" compacted depth calcium chloride, imported aggregate, Stabilized aggregate surface course, NO SCALE
[3]9' min. - 12' max. [3]9' min. - 12' max.
[1] 5% Crown + 1/2% [1]5% Crown + 1/2%
NOTE:
1. See Sheet C.1 for quantities.
Taper at a rate of 25:1 between widths. See Sheet C.4.
Adjust to match existing road width as approved. [3]
Ensure drainage down to existing ditch.
Remove 3 feet of foreslope vegetation and slope to drain.[2] superelevation. Do not exceed 8% superelevation.
Superelevate roadway on curves to match the existing roadway[1]
[2]3' [2]3'
C.3
M a r
P
M m t-d c b .d g n
U
S I n t2
D
T h o m p s e c k e d b y
B s ig n e d b y
1:3
Travel lane Travel lane
1:3
LC
Existing Slope
Existing Slope
FOOTNOTE:
Original ground
TYPICAL SECTIONS
5% Crown5% Crown
Profile grade
Slope stake
Slope stake 4" compacted depth calcium chloride, imported aggregrate, Stabilized aggregate surface course, 1:3
Travel lane Travel lane
1:3
LC
Existing Slope
Existing Slope
Original ground
11' 11'
5% Crown5% Crown
Profile grade
Slope stake
Slope stake
Select borrow
4" compacted depth calcium chloride, imported aggregrate, Stabilized aggregate surface course, (E-02 ROAD GRADE RAISE)
TYPICAL SECTION NO. 2
(E-05 ROAD GRADE RAISE)
TYPICAL SECTION NO. 3
Unclassified borrow
12' 12'
NO SCALE
li m it s
C le a r in g li m it s
C le a r in g
Turf establishment limits
Placing conserved topsoil, 4-inch depthPlacing conserved topsoil, 4-inch depth
Placing conserved topsoil, 4-inch depth li m it s
C le a r
Placing conserved topsoil, 4-inch depth li m it s
C le a r
Construct slopes as shown in the Staking Report.[1]
[1
Va ria ble
[1]
Variable
[1
Va ria ble
[1]
Variable
5' [2]
5' [2]
5' [2]
5' [2]
NOTE:
1. See Sheets C.1 and D.1 for quantities.
Select borrow
[3] 2'
Do not excavate into existing ground to ensure 2' of select borrow.
Depth may be less above existing roadbed. See cross-sections.[3]
5' or to existing permanent easement line, whichever is less.[2]
C.4
M a r
A
M m t-d c c .d g n
U
S I n t2
D
T h o m p s e c k e d b y
B s ig n e d b y
TYPICAL DETAILS
CONNECTION WITH NONPAVED ROADWAYS
AT THE BEGINNING AND END OF
TYPICAL TREATMENT OF GRAVEL SECTIONS
PROFILE
PROFILE
d e p th s u r fa c in g
B e g in E n d f u
Cattle Guard
New profile
PROFILE
25:1 Taper
25:1 Taper
TYPICAL TAPER
PLAN
LC
FOOTNOTE:
NO SCALE
or paved roadway
Existing structure e x is ti n g w id th
V a r ia b le e x is ti n g w id th
V a r ia b le
Profile grade grade line
Existing road
Profile grade line Existing road grade surfacing section
Match mainline surfacing section
Match mainline
Profile grade surfacing section
Match mainline
NEW CATTLE GUARDS
TYPICAL TREATMENT AT
calcium chloride, imported aggregate Stabilized aggregate surface course, calcium chloride, imported aggregate
Stabilized aggregate surface course, calcium chloride, imported aggregate
Stabilized aggregate surface course, [2]50' min.
[2]50' min.
[2]50' min.
grade line
[1]Existing road
CATTLE GUARDS TO REMAIN IN-PLACE, AND PAVED INTERSECTIONS
TYPICAL TREATMENT AT EXISTING BRIDGES,
structures and existing roadways as approved.
Adjust transition length to provide a smooth transition to[2] surfacing.
Do not measure excavation and disposal of gravel profile grade from existing grade to the depth shown.
intersecting roadway or from the structure. Taper
Excavate existing gravel surfacing from the edge of [1]
NO SCALE
LC
Travel lane Travel lane
Existing centerline
FOOTNOTE:
NOTE:
Original ground
1:
21:2
B E
G I N S
U B
E X
C A
V A
T I O
N
E N
D S
U B
E X
C A
V A
T I O
N
SUBEXCAVATION PROFILE
DETAILS
SUBEXCAVATION
class 1, type C (nonwoven)
Separation-stabilization geotextile, stabilization
Geogrid, Ex ist ing S lop e
Ex ist in g
Sl op e section
Surfacing
LC
Travel lane Travel lane
Existing centerline
Original ground class 1, type C (nonwoven)
Separation-stabilization geotextile, stabilization
Geogrid, Ex ist ing S lop e
Ex ist in g
Sl op e class 1, type C (nonwoven)
Separation-stabilization geotextile, stabilization
Geogrid, 24" compacted depth
Select borrow, 24" compacted depth
Select borrow, 24" compacted depth
Select borrow, 24" Subexcavation depth
[1]Varies [1]Varies
Cross slope [1]
[1]Surfacing section Cross slope [1]
[1]Surfacing section
[1]Varies
Cross slope [1] Cross slope [1]
[1]Varies
1. See Sheet C.1 for approximate locations and quantities.
2. Stake locations and lengths of subexcavation in field for approval prior to starting work. Adjust or add locations and types to meet field conditions.
grade
Profile
SUBEXCAVATION, TYPE 1
FULL-WIDTH
SUBEXCAVATION, TYPE 2 [2]
HALF-WIDTH
S u b e x c a v a ti o n d e p th
[3
[3
[3
[1] See Sheet C.2.
[2] Mirror details about centerline as appropriate.
[3] Daylight to drain as approved. Do not excavate beyond existing ditch bottom.
24" Subexcavation depth
C.5
STATE PROJECT
NUMBER
P a r c h
I n t_ ft h ig h w a y s F
H W
A
O M
A D
D e s ig n T y p ic a l S e c ti o n s m t-d c d .d
T h o m p s
B
C h e c k e d b y
D e s ig n e d b y
E-02 2.70 - 2.93 E-05 2.10 - 2.22
E-01 0.46 E-01 2.48 E-02 2.70-2.93 E-02 6.60 [1] Includes conserved topsoil.
E-04 1.64 RT
E-04 1.70 [2] Quantities are based on 1.97 TON/CUYD.
E-05 2.10-2.22 E-05 4.97 [3] Based on a conserved topsoil depth of 4 inches.
Keith Conroy
527 4,555
Kinder Morgan Pipeline USA, LLC (Spectra Energy)
Montana Department of Transportation
2,324
1.2
1.6
Triangle Communications
CATTLE GUARD & FENCE QUANTITIES - SCHEDULES A, B, & C
MP
CenturyLink Communications, Inc.
Noah Davis
Mike Best
Item 20302-0800 Removal of fence, barbed wire
(LNFT)
Monte Obert/Guy Johnson Poy Wong
Doug Lutke1620 Airport Rd., Lewistown, MT 59457
Fergus Electric Cooperative, Inc.
P.O. Box 1140, Havre, MT 59501
NorthWestern Energy
(406) 538-3465
(406) 731-2459
(406) 394-2786
(406) 394-2751
(406) 538-1201
(406) 441-6251
752,410
UTILITY CONTACT INFORMATION
B-03, D-09, D-10 302 South Dawes St., Lewistown, MT 59457
1021 Chestnut St., Helena, MT 59601
Item 20411-0000 Select borrow [2]
(TON)
Conserved topsoil
FOR INFORMATION
ONLY [3]
(CUYD)
0.4
FOOTNOTE:
Item 61921-1000 Remove and reset fence
(LNFT)
84423 US HWY 87, Lewistown, MT 59457
138 Rose Creek Rd., Winifred, MT 59489
E-01, E-02, E-08, E-11
Sleepy Hollow Oil & Gas, LLC (Kykuit Resources)
E-08
Road Number
Road Number
1.6
D-10
MP
B-03, D-09, E-08
Item 61901-0900 Fence, barbed wire, 4 strand
(LNFT)
Item 61903-0700 Cattle guard, 24 feet
(EACH)
6,29614,899
Total
E-01, E-02, E-04, E-05, E-09, E-11
Item 62503-0000 Turf establishment (hydraulic method)
(SLRY)
ROADWAY QUANTITIES - SCHEDULES A, B, & C
Scott Leeds Bruce Kudrna
B-03, D-09, D-10, E-01, E-02, E-04, E-05, E-09, E-11
B-03, D-09, D-10, E-01, E-02, E-04, E-05, E-08, E-09, E-11 USAF - Malmstrom Cable Affairs
1.2
Item 20101-0000 Clearing and grubbing
(ACRE)
Item 20401-0000 Roadway excavation
[1]
(CUYD)
Item 62406-0300 Placing conserved topsoil, 4-inch depth
(ACRE)
6932 Goddard Dr., Bldg. 165, Rm. 153, Malmstrom AFB, MT 59402
Item 20404-0000 Unclassified borrow [2]
(TON)
14,899
218 248 124 132
Road Number
0.4 128 1,741
Total
Company Address Contact Phone #
(406) 366-5981
(406) 538-1301
(406) 670-0884Brian TomlinsonSuite 352, 800 Werner Ct., Casper, WY 82601
STATE PROJECT
DOD 16(54) D.1MT
F:
\h ig hw ay s\
FH
W
A\
_O
M A D
_1 6(
D es ig n\
Li ne
G ra ph s\
[m t-
-M ar -2
1:
P M
N
B
EL
L
/2
B
TH
O
M
PS
O N
/2
D es ig ne d by
C he ck ed b y:
NUMBER
TABULATION OF PLAN
QUANTITIES
m t-d la
B .d g n
I n t_ ft
D
D.2
STATE PROJECT
M a r
T h o m p s
B
C h e c k e d b y
D e s ig n e d b y
M P .0
M P .0
M P .0
M P .0
NO SCALE
P u b li c A p p r
R T
M P .1 g in P r o je c t
M P .0
B e g in A g g r e g a te S u r fa c in g
F a r m F ie ld A p p r
R T
M P .6 r iv a te A p p r
L T
M P .7
P r iv a te A p p r
L T
M P .1
F a r m F ie ld A p p r
L T
M P .0
E n d P r o je c t
M P .0
E n d A g g r e g a te S u r fa c in g
M is s il e L a u n c h F a c il it y B
M is s il e L a u n c h F a c il it y A p p r
R T
.0
4. See Sheet D.1 for utility contact information.
3. See Sheet C.1 for roadway widths and application quantities.
2. All culverts are existing unless otherwise noted.
and radii as approved by CO.
1. Gravel existing approaches and turnouts to match existing widths
NOTE:
S tr u c tu r e
R e p a ir D r a in a g e
M P .1
SCHEDULES B & C
LINE GRAPH
B-03 ROAD
B e g in o f
D R o a d
P u b li c A p p r
L T
M P .5
.0
M P .0
M P .0
NO SCALE SCHEDULE C
LINE GRAPH
D-09 ROAD
B e g in P r o je c t
M P .0
B e g in A g g r e g a te S u r fa c in g
4. See Sheet D.1 for utility contact information.
3. See Sheet C.1 for roadway widths and application quantities.
2. All culverts are existing unless otherwise noted.
and radii as approved by CO.
1. Gravel existing approaches and turnouts to match existing widths
NOTE:
m t-d li
D .d g n
I n t_ ft
D
D.3
STATE PROJECT
F e b
T h o m p s
B
C h e c k e d b y
D e s ig n e d b y
M is s il e L a u n c h F a c il it y D
M is s il e L a u n c h F a c il it y A p p r d P r o je c t
M P .1
E n d A g g r e g a te S u r fa c in g
F a r m F ie ld A p p r
L T
M P .1
P u b li c A p p r
R T
M P .3 iv a te A p p r
R T
M P iv a te A p p r
L T
M P .5
P r iv a te A p p r
L T
M P .5
F a r m F ie ld A p p r
R T
M P iv a te A p p r
R T
M P .7 a r m F ie ld A p p r
R T
M P .4 iv a te A p p r
L T
M P .9
F a r m F ie ld A p p r
L T
M P .9
C le a n
C u lv e r ts i n P la c e
M P .4
R e p la c e w it h
P ip e C u lv e r t
M P .1
R e p la c e w it h
P ip e C u lv e r t
M P .5
R e p la c e w it h
P ip e C u lv e r t
M P .7
R T
C o n s tr u c t
R ip r a p H e a d w a ll
R e p la c e w it h
P ip e A r c h
M P
.0
M P .0
M P .0
M P .0
M P .0
M P .0
M P .0
M P .0
FOOTNOTE:
NO SCALE
B e g in P r o je c t
M P .0
B e g in A g g r e g a te S u r fa c in g
4. See Sheet D.1 for utility contact information.
3. See Sheet C.1 for roadway widths and application quantities.
2. All culverts are existing unless otherwise noted.
and radii as approved by CO.
1. Gravel existing approaches and turnouts to match existing widths
NOTE:
m t-d lj
D .d g n
I n t_ ft
D
D.4
STATE PROJECT
J a n
T h o m p s
B
C h e c k e d b y
D e s ig n e d b y
E n d P r o je c t
M P .2
E n d A g g r e g a te S u r fa c in g
M is s il e L a u n c h F a c il it y D
M is s il e L a u n c h F a c il it y A p p r
.2 iv a te A p p r
L T
M P .5
P u b li c A p p r
R T
M P f o r
C u lv e r t in P la c e
C o n s tr u c t
E n e r g y D is s ip a to r
M P .9
F a r m F ie ld A p p r
L T
M P .4
F a r m F ie ld A p p r
L T
M P .9
P r iv a te A p p r
R T
M P iv a te A p p r
L T
M P .8
P r iv a te A p p r
R T
M P iv a te A p p r
R T
M P iv a te A p p r
L T
M P .8
F a r m F ie ld A p p r
L T
M P .9
F a r m F ie ld A p p r
L T
M P .8
P u b li c A p p r
R T
M P r m F ie ld A p p r
R T
M P tr u c tu r e
R e p a ir D r a in a g e
M P .1
S tr u c tu r e
R e p a ir D r a in a g e
M P .4
C le a n C u lv e r t in P la c e
M P .0
P ip e C u lv e r ts
R e p la c e w it h
M P .4
P ip e C u lv e r ts
R e p la c e w it h
M P .6
SCHEDULES B & C
LINE GRAPH
D-10 ROAD
Existing culvert is concrete. See Section 203 for restrictions.[1]
.0
M P .0
M P .0
M P .0
M P .0
NO SCALE
B e g in P r o je c t
M P .0
B e g in A g g r e g a te S u r fa c in g
4. See Sheet D.1 for utility contact information.
3. See Sheet C.1 for roadway widths and application quantities.
2. All culverts are existing unless otherwise noted.
and radii as approved by CO.
1. Gravel existing approaches and turnouts to match existing widths
NOTE:
m t-d lk
E .d g n
I n t_ ft
D
D.5
STATE PROJECT
J a n
T h o m p s
B
C h e c k e d b y
D e s ig n e d b y
M is s il e L a u n c h F a c il it y E
M is s il e L a u n c h F a c il it y A p p r d P r o je c t
M P .3
E n d A g g r e g a te S u r fa c in g
P r iv a te A p p r
R T
M P p la c e w it h
C a tt le G u a r d
M P .4
P r iv a te A p p r
R T
M P le a n C u lv e r t i n P la c e
M P .6
F a r m F ie ld A p p r
L T
M P .4
P r iv a te A p p r
L T
M P .6
F a r m F ie ld A p p r
R T
M P iv a te A p p r
R T
M P iv a te A p p r
L T
M P .2
F a r m F ie ld A p p r
R T
M P .9
L
R
T
C o n s tr u c t
R ip r a p H e a d w a ll s
R e p la c e w it h
P ip e C u lv e r t
M P .3
R e p la c e w it h
C a tt le G u a r d
M P .4
SCHEDULES A, B, & C
LINE GRAPH
E-01 ROAD
.0
M P .0
M P .0
M P .0
M P .0
M P .0
M P .0
M P .0
NO SCALE
B e g in P r o je c t
M P .0
B e g in A g g r e g a te S u r fa c in g
4. See Sheet D.1 for utility contact information.
3. See Sheet C.1 for roadway widths and application quantities.
2. All culverts are existing unless otherwise noted.
and radii as approved by CO.
1. Gravel existing approaches and turnouts to match existing widths
NOTE:
m t-d ll
E .d g n
I n t_ ft
D
D.6
STATE PROJECT
F e b
T h o m p s
B
C h e c k e d b y
D e s ig n e d b y
M is s il e L a u n c h F a c il it y E
M is s il e L a u n c h F a c il it y A p p r
L T
M P .3
E n d P r o je c t
M P .3
E n d A g g r e g a te S u r fa c in g
P r iv a te A p p r
L T
M P .0
F a r m F ie ld A p p r
R T
M P iv a te A p p r
R T
M P iv a te A p p r
L T
M P .0
P r iv a te A p p r
L T
M P .1
F a r m F ie ld A p p r
L T
M P .4
P r iv a te A p p r
L T
M P .1
P r iv a te A p p r
L T
M P .1
P r iv a te A p p r
L T
M P .1
C le a n C u lv e r t in P la c e
M P r m F ie ld A p p r
R T
M P r m F ie ld A p p r
R T
M P iv a te A p p r
L T
M P .8
C le a n C u lv e r t i n P la c e
M P .0
F a r m F ie ld A p p r
R T
M P r m F ie ld A p p r
R T
M P r m F ie ld A p p r
L T
M P .4
P r iv a te A p p r
R T
M P iv a te A p p r
L T
M P .3
P r iv a te A p p r
R T
M P b li c A p p r
R T
M P b li c A p p r
R T
M P b li c A p p r
L T
M P .2
P r iv a te A p p r
R T
M P r m F ie ld A p p r
R T
M P r m F ie ld A p p r
L T
M P .4
C le a n C u lv e r t i n P la c e
M P .1
P r iv a te A p p r
R T
M P tr u c tu r e
R e p a ir D r a in a g e
M P .1
S tr u c tu r e
R e p a ir D r a in a g e
M P .5
FOOTNOTE:
R e p la c e w it h
C a tt le G u a r d
M P .6
I n s ta ll R ip r a p A p r o n L
T
C o n s tr u c t
R ip r a p H e a d w a ll L
T
R e p la c e w it h
P ip e C u lv e r t
M P .7
I n s ta ll E n e r g y D is s ip a to r L
T
C o n s tr u c t
R ip r a p H e a d w a ll L
T
R e p la c e w it h
P ip e C u lv e r t
M P .7
SCHEDULES A, B, & C
LINE GRAPH
E-02 ROAD
I n s ta ll E n e r g y D is s ip a to r L
T
L T R
T
C o n s tr u c t
R ip r a p H e a d w a s
I s ta ll
P ip e C u lv e r t
M P .8
See Sheet C.5.[1]
See Sheet D.12.[2]
See Sheet F.5.[3]
See Sheet F.6.[4]
See Sheet F.7.[5]
T y p e
S u b e x c a v a ti o n
M P .5
.5
T y p e
S u b e x c a v a ti o n
M P .6
.6
T y p e
S u b e x c a v a ti o n
M P .7
.8
F e n c e L
T R
T
I n s ta ll N w n c e L
T R
T
R e m o v e E x is ti n g
A r m o r S lo p e R
T
R a is e G r a d
.7
.9
B e g in o f
E R o a d
P u b li c A p p r
R T
M P
.0
M P .0
M P .0
M P .0
M P .0
M P .0
NO SCALE
B e g in P r o je c t
M P .0
B e g in A g g r e g a te S u r fa c in g
4. See Sheet D.1 for utility contact information.
3. See Sheet C.1 for roadway widths and application quantities.
2. All culverts are existing unless otherwise noted.
and radii as approved by CO.
1. Gravel existing approaches and turnouts to match existing widths
NOTE:
m t-d lm
E .d g n
I n t_ ft
D
D.7
STATE PROJECT
M a r
T h o m p s
B
C h e c k e d b y
D e s ig n e d b y
M is s il e L a u n c h F a c il it y E
M is s il e L a u n c h F a c il it y A p p r
L T
M P .5
E n d P r o je c t
M P .5
E n d A g g r e g a te S u r fa c in g
P u b li c A p p r
R T
M P b li c A p p r
R T
M P r m F ie ld A p p r
R T
M P b li c A p p r
L T
M P .9
P u b li c A p p r
L T
M P .9
P u b li c A p p r
L T
M P .9
F a r m F ie ld A p p r
R T
M P r m F ie ld A p p r
L T
M P f o r
C u lv e r t in P la c n s tr u c t
R ip r a p H e a d w a ll
M P .8 fo r
P ip e A r c h i n P la n s tr u c t
R ip r a p H e a d w a ll s
M P .4
L T f o r
C u lv e r t in P la c e
C o n s tr u c t
E n e r g y D is s ip a to r
S tr u c tu r e
R e p a ir D r a in a g e
M P .6
S tr u c tu r e
R e p a ir D r a in a g e
M P .5
FOOTNOTE:
S tr u c tu r e R
T
R e p a ir A p p r
D r a in a g e
M P .0
R e m o v e a n d R e s e t
F e n c e R
T
L T R
T
C o n s tr u c t
R ip r a p H e a d w a ll s
P ip e C u lv e r ts
I n s ta ll N e w
M P .6
SCHEDULES A, B, & C
LINE GRAPH
E-04 ROAD
D o N o t
D is tu r b
E x is ti n g
P ip e C u lv e r t
M P .5
See Sheet C.5.[1]
See Sheet D.13.[2]
See Sheet F.8.[3]
See Sheet F.9.[4]
T y p e
S u b e x c a v a ti o n
M P .0
.0
D r a in a g e W o r k
R o s e C r e k
.5
.7
I n s ta ll N e w F e n c e L
T R
T
R e m o v e E x is ti n g F e n c e L
T R
T
I n s ta ll R ip r a p A p r o n L
T
L T R
T
C o n s tr u c t
R ip r a p H e a d w a ip e A r c h e s
R e p la c e w it h
P ip e C u lv e r ts
R e m o v e E x is ti n g
.0
M P .0
M P .0
M P .0
M P .0
M P .0
FOOTNOTE:
NO SCALE
B e g in P r o je c t
M P .0
B e g in A g g r e g a te S u r fa c in g
4. See Sheet D.1 for utility contact information.
3. See Sheet C.1 for roadway widths and application quantities.
2. All culverts are existing unless otherwise noted.
and radii as approved by CO.
1. Gravel existing approaches and turnouts to match existing widths
NOTE:
m t-d ln
E .d g n
I n t_ ft
D
D.8
STATE PROJECT
M a r
T h o m p s
B
C h e c k e d b y
D e s ig n e d b y
M is s il e L a u n c h F a c il it y E
M is s il e L a u n c h F a c il it y A p p r
L T
M P .9
E n d P r o je c t
M P .9
E n d A g g r e g a te S u r fa c in g
F a r m F ie ld A p p r
R T
M P iv a te A p p r
L T
M P .6
F a r m F ie ld A p p r
R T
M P r m F ie ld A p p r
L T
M P .6
P r iv a te A p p r
R T
M P r m F ie ld A p p r
L T
M P .3
F a r m F ie ld A p p r
L T
M P .7
F a r m F ie ld A p p r
L T
M P .0
C le a n C u lv e r t i n P la c e
M P .3
C le a n C u lv e r t i n P la c e
M P .7
P r iv a te A p p r
L T
M P .9
C le a n C u lv e r t i n P la c e
M P .3
C le a n C u lv e r t i n P la c e
M P .4
S tr u c tu r e
R e p a ir D r a in a g e
M P .1
L T R
T f o r
C u lv e r t in P la c e
C o n s tr u c t
R ip r a p H e a d w a ll s
M P .8
R e p la c e w it h
C a tt le G u a r d
M P .9
L T R
T
C o n s tr u c t
R ip r a p H e a d w a ll s
A r c h e s
R e p la c e w it h
P ip e
M P .7
D o N o t
D is tu r b
E x is ti n g
P ip e C u lv e r t
M P .2
L T R
T
R e m o v e a n d R e s e t
F e n c e
L T R
T
C o n s tr u c t
R ip r a p H e a d w a ll s
P ip e A r c h e s
R e p la c e w it h
M P .1
SCHEDULES A, B, & C
LINE GRAPH
E-05 ROAD
See Sheet D.14.[1]
See Sheet F.10.[2]
See Sheet F.11.[3]
R a is e G r a d
.1
.2
I n s ta ll N e w F e n c e L
T R
T
R e m o v e E x is ti n g F e n c e L
T R
T
L T R
T
C o n s tr u c t
R ip r a p H e a d w a ll s
P ip e A r c h e s
R e p la c e w it h
M P
.0
M P .0
M P .0
M P .0
M P .0
FOOTNOTE:
NO SCALE
B e g in P r o je c t
M P .0
B e g in A g g r e g a te S u r fa c in g
4. See Sheet D.1 for utility contact information.
3. See Sheet C.1 for roadway widths and application quantities.
2. All culverts are existing unless otherwise noted.
and radii as approved by CO.
1. Gravel existing approaches and turnouts to match existing widths
NOTE:
m t-d lo
E .d g n
I n t_ ft
D
D.9
STATE PROJECT
J a n
T h o m p s
B
C h e c k e d b y
D e s ig n e d b y
M is s il e L a u n c h F a c il it y E
M is s il e L a u n c h F a c il it y A p p r d P r o je c t
M P .9
E n d A g g r e g a te S u r fa c in g
P r iv a te A p p r
L T
M P .0
P r iv a te A p p r
L T
M P .5
P r iv a te A p p r
L T
M P .7
F a r m F ie ld A p p r
R T
M P r m F ie ld A p p r
L T
M P .6
F a r m F ie ld A p p r
L T
M P .3
F a r m F ie ld A p p r
L T
M P .4
F a r m F ie ld A p p r
L T
M P .6
F a r m F ie ld A p p r
R T
M P b li c A p p r
L T
M P .8
P r iv a te A p p r
R T
M P .8 iv a te A p p r
R T
M P r m F ie ld A p p r
L T
M P .0
F a r m F ie ld A p p r
R T
M P iv a te A p p r
R T
M P r m F ie ld A p p r
L T
M P .6
S tr u c tu r e
R e p a ir D r a in a g e
M P .3
I n s ta ll
P ip e C u lv e r t
M P .7
R e p la c e w it h
P ip e C u lv e r t
M P .4
R e p la c e w it h
P ip e C u lv e r t
M P .8
SCHEDULES A, B, & C
LINE GRAPH
E-08 ROAD
Existing culvert is concrete. See Section 203 for restrictions.[1]
See Sheet C.5.[2]
T y p e
S u b e x c a v a ti o n
M P .5
.0
M P .0
M P .0
M P .0
M P .0
M P .0
M P .0
M P .0
M P .0
2. All culverts are existing unless otherwise noted.
existing widths and radii as approved by CO.
1. Gravel existing approaches and turnouts to match
NOTE: FOOTNOTE:
NO SCALE
B e g in P r o je c t
M P .0
B e g in A g g r e g a te S u r fa c in g m t-d lp
E .d g n
I n t_ ft
D
D.10
STATE PROJECT
J a n
T h o m p s
B
C h e c k e d b y
D e s ig n e d b y
E n d P r o je c t
M P .7
E n d A g g r e g a te S u r fa c in g E
M is s il e L a u n c h F a c il it y
A p p r is s il e L a u n c h F a c il it y
M P r m F ie ld A p p r
R T
M P iv a te A p p r
L T
M P .6
P r iv a te A p p r
R T
M P iv a te A p p r
R T
M P iv a te A p p r
L T
M P .3
F a r m F ie ld A p p r
R T
M P iv a te A p p r
L T
M P .8
F a r m F ie ld A p p r
R T
M P r m F ie ld A p p r
R T
M P a n C u lv e r t i n P la c e
M P .2
C le a n C u lv e r t i n P la c e
M P .3
P r iv a te A p p r
R T
M P b li c A p p r
L T
M P .2
P r iv a te A p p r
R T
M P r m F ie ld A p p r
L T
M P .9
P u b li c A p p r
L T
M P .1
P u b li c A p p r
L T
M P .1
F a r m F ie ld A p p r
R T
M P a n C u lv e r t i n P la c e
M P .4
F a r m F ie ld A p p r
L T
M P .6
P r iv a te A p p r
L T
M P .3
F a r m F ie ld A p p r
L T
M P .4
C o n s tr u c t
R ip r a p H e a d w a ll f o r
C u lv e r t in P la n s tr u c t
E n e r g y D is s ip a to r
M P .6
L T n s tr u c t
R ip r a p H e a d w a n s tr u c t
E n e r g y D is s ip a to r R
T
R e p la c e w it h
P ip e C u lv e r t
M P .2
SCHEDULES A, B, & C
LINE GRAPH
E-09 ROAD See Sheet F.12.[1] o te c ti o n n s tr u c t
R ip r a p B a n k
M P .2 contact information.
4. See Sheet D.1 for utility quantities.
widths and application
3. See Sheet C.1 for roadway
.0
M P .0
M P .0
M P .0
M P .0
NO SCALE
B e g in P r o je c t
M P .0
B e g in A g g r e g a te S u r fa c in g
4. See Sheet D.1 for utility contact information.
3. See Sheet C.1 for roadway widths and application quantities.
2. All culverts are existing unless otherwise noted.
and radii as approved by CO.
1. Gravel existing approaches and turnouts to match existing widths
NOTE:
m t-d lq
E .d g n
I n t_ ft
D
D.11
STATE PROJECT
M a r
T h o m p s
B
C h e c k e d b y
D e s ig n e d b y
M is s il e L a u n c h F a c il it y E
M is s il e L a u n c h F a c il it y A p p r
L T
M P .6
E n d P r o je c t
M P .6
E n d A g g r e g a te S u r fa c in g
P r iv a te A p p r
L T
M P .0
P r iv a te A p p r
L T
M P .0
P r iv a te A p p r
R T
M P iv a te A p p r
L T
M P .1
P u b li c A p p r
L T
M P .1
P u b li c A p p r
R T
M P b li c A p p r
L T
M P .2
P r iv a te A p p r
R T
M P iv a te A p p r
L T
M P .4
P r iv a te A p p r
L T
M P .4
P u b li c A p p r
L T
M P .4
P r iv a te A p p r
L T
M P .5
P u b li c A p p r
L T
M P .6
P r iv a te A p p r
L T
M P .6
P r iv a te P u b li c A p p r
L T
M P .7
P r iv a te A p p r
L T
M P .7
P r iv a te A p p r
L T
M P .1
C le a n C u lv e r t i n P la c e
M P .3
F a r m F ie ld A p p r
R T
M P r m F ie ld A p p r
R T
M P iv a te A p p r
R T
M P b li c A p p r
R T
M P iv a te A p p r
L T
M P .7
C le a n C u lv e r t in P la c e
M P .8
S tr u c tu r e
R e p a ir D r a in a g e
M P .3
FOOTNOTE:
SCHEDULES A, B, & C
LINE GRAPH
E-11 ROAD
See Sheet C.5.[1]
T y p e
S u b e x c a v a ti o n
M P .6
.6
T y p e
S u b e x c a v a ti o n
M P .5
W
R N
I N
G B
U R
I E
D U
T I L
I T
Y
W A
R N
I N
G B
U R
I E
D U
T I L
I T
Y5
P O
T
.7
N
Line to be constructed
Profile grade
Existing ground
NAME NORTHING EASTING ELEVATION
CONTROL POINTS
CUYD
EXC.
CUYD
EMB.
60+0057+5055+0052+50 50+00
3180 3180
3185 3185
3190 3190
3195 3195
3200 3200
3205 3205
3210 3210
3215 3215
3220 3220 m t-d ls
E
G r a d e
R a is e P
P .d g n
I n t_ ft
D
D.12
STATE PROJECT
M a r
T h o m p s
B
C h e c k e d b y
D e s ig n e d b y
El. = 3196.77
E = 2006759.617
N = 1214091.556
El. = 3216.63
E = 2006752.253
N = 1215301.534
1215310.849
1214779.561
1214260.087
2006778.628
2006790.414
2006729.822
3217.01
3191.46
3192.47
END GRADE RAISE
E-02 ROAD
62+10.00 = MP 2.93
BEGIN GRADE RAISE
E-02 ROAD
50+00.00 = MP 2.70
60' LT & RT
52+00
GPS
GPS
GPS
STAFFORD FERRY ROAD
62+50
60' LT & RT
61+00
110' LT
54+25
9,876
See Sheet F.14
Placed riprap, method A, class 2 (slope armor) missile cable
Underground
SCHEDULES A, B, & C
E-02 GRADE RAISE
See Sheet E.3
Install fiber roll
51+00
62+00
See Sheet D.1 for complete excavation and embankment quantities.
Embankment volumes represent unclassified borrow and select borrow quantities.
Excavation volumes do not include conserved topsoil quantities.
Q ,0 c fs
Q c fs
P ip e C u lv e r t
R e p la c e w it h
M
P .7
P ip e C u lv e r t
R e p la c e w it h
M
P .7
I n s ta ll
P ip e C u lv e r t
M
P .8
LEGEND:
Wetland
LT & RT
Farm Field Appr.
MP 2.73
110' LT
52+00
Removal of fence, barbed wire, LT
Removal of fence, barbed wire, RT
See Sheets G.4-G.5
Fence, barbed wire, 4 strand, LT
See Sheets G.4-G.5
Fence, barbed wire, 4 strand, RT
Rose Creek
,1
.7
,1
.7
-1.3467%
+0.0000%
200' VC
K = 149
,1
.7
7.
%350' VC
K = 50
0 P
O T
.3
N
Existing ground
NAME NORTHING EASTING ELEVATION
CONTROL POINTS
CUYD
EXC.
CUYD
EMB.
110+00107+50105+00102+50100+00
3200 3200
3205 3205
3210 3210
3215 3215
3220 3220
3225 3225
3230 3230
3235 3235
3240 3240 m t-d ls
E
G r a d e
R a is e P
P .d g n
I n t_ ft
D
D.13
STATE PROJECT
M a r
T h o m p s
B
C h e c k e d b y
D e s ig n e d b y
1210249.301
1210250.914
1210363.021
2014994.714
2015735.128
2016158.760
3220.12
3224.90
3223.25
GPS
GPS
GPS
112+50
D-Y TRAIL
90' RT
108+45
90' RT
109+55 fence RT
Remove & reset
50' RT
109+55
50' RT
108+45
55' LT
109+65
55' LT
108+45
100' LT
109+65
100' LT
108+45SCHEDULES A, B, & C
E-04 ROAD
(2) 84" culverts
Remove existing
D o N o t
D is tu r b
E x is ti n g
P ip e C u lv e r t
M
P .5
P ip e C u lv e r ts
I n s ta ll
M
P .6
Q c fs
Q c fs
P ip e A r c h e s
R e p la c e w it h
P ip e C u lv e r ts
R e m o v e E x is ti n g
M
P .7
115+00
R o s e C re e k
45' RT
106+25
45' RT
105+75
45' LT
105+75
45' LT
106+25
See Sheets G.4-G.5
Fence, barbed wire, 4 strand, LT
Removal of fence, barbed wire, LT
See Sheets G.4-G.5
Fence, barbed wire, 4 strand, RT
Removal of fence, barbed wire, RT
LEGEND:
Wetland
O
T
.0
P O
T
.0
N
Line to be constructed
Profile grade
Existing ground
NAME NORTHING EASTING ELEVATION
CONTROL POINTS
See Sheet D.1 for complete excavation and embankment quantities.
Embankment volumes represent select borrow quantities.
Excavation volumes do not include conserved topsoil quantities.
BUTCHER ROAD
CUYD
EXC.
CUYD
EMB…
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