idvalley2108_Plans_95_-BSheetsremoved.pdf
PDF 17 MB Posted
- Solicitation number
- 69056719B000026
About this file
This document provides details for a federal construction contract opportunity to reconstruct a section of roadway in Idaho. The project consists of reconstructing approximately 2 miles of existing asphalt roadway from Warren Wagon Road Milepost 7.6 to Milepost 9.6, located 8.4 miles north of McCall, Idaho. The work includes removing the existing asphalt and replacing it with a new roadway surface. The estimated price range for the project is between $2 million and $3 million. The tentative completion date is fall 2020. This opportunity is set aside for small businesses. Interested vendors must register at FBO.gov to view the interested vendors list and receive notifications when the solicitation documents are issued. Preliminary plans and additional information about the project are available electronically with this synopsis. The final invitation for bids and specifications will be posted at this link when available. The agency responsible for this contract is the US Department of Transportation Federal Highway Administration.
Preliminary Plans
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Prelim_Letter_Warren_Wagon.pdf | ||
| PROJECT_DESCRIPTION.pdf |
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Text version
Prel im ina ry
STATION
QUANTITY
(EACH) REMARKS
634+01.70 1 642+23.5 1 684+66.74 1
689+32 1
TOTAL 4
ITEM 61702-0800
TERMINAL SECTION TYPE TANGENT
STATION TO STATION SIDE
QUANITY
(LNFT)
638+65 to 639+25 LT 60 651+50 to 654+50 LT 300
TOTAL 360
ITEM 30302-1000
DITCH RECONDITIONING
STATION TO STATION
QUANTITY
(CUYD) REMARKS
597+65.50 to 685.20 9323 685+20 to 695+00 331
695+00 to 705+32.81 1389
TOTAL 11043
ITEM 20401-0000
ROADWAY EXCAVATION
STATION TO STATION
QUANTITY
(LNFT) REMARKS
634+01.20 TO 642+23.50 775
684+66.74 TO 689+32 412.5
TOTAL 1187.5
ITEM 61701-1400
GUARDRAIL SYSTEM G4, TYPE 2,
CLASS B WOOD POSTS
STATION TO STATION
QUANTITY
(LNFT) REMARKS
634+21.21 TO 641+08.30 640
684+76.94 TO 689+32 400
TOTAL 1040
ITEM 20302-1200
REMOVAL OF GUARDRAIL
Prel im
STATE PLANE COORDINATES GEO COORDINATES
POINT
NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR DESCRIPTION NOTE:
14441 1217838.363 2543239.469 5007.870 45°00'27.325859"N 116°03'53.417348"W 4959.937 0.999704 5/8" ir w/FHWA alum Cap 1.
14442 1218631.629 2543435.144 5000.790 45°00'35.166224"N 116°03'50.736519"W 4952.8833 0.9997043 5/8" ir w/FHWA alum Cap
14443 1219609.579 2543472.957 5001.420 45°00'44.824139"N 116°03'50.262930"W 4953.5395 0.99970427 5/8" ir w/FHWA alum Cap
14444 1220485.618 2543530.384 5003.680 45°00'53.476511"N 116°03'49.510756"W 4955.8258 0.99970415 5/8" ir w/FHWA alum Cap
14445 1221257.626 2543672.619 5003.310 45°01'01.104897"N 116°03'47.572265"W 4955.4787 0.99970414 5/8" ir w/FHWA alum Cap
14446 1222026.259 2543792.618 5005.770 45°01'08.699098"N 116°03'45.943020"W 4957.9617 0.999704 5/8" ir w/FHWA alum Cap
14447 1222658.748 2543761.451 5022.600 45°01'14.943219"N 116°03'46.410941"W 4974.8081 0.9997032 5/8" ir w/FHWA alum Cap
14448 1223127.047 2543696.000 5028.300 45°01'19.564789"N 116°03'47.347382"W 4980.5179 0.99970294 5/8" ir w/FHWA alum Cap
14449 1224045.499 2543861.595 5023.870 45°01'28.640059"N 116°03'45.091193"W 4976.1142 0.99970312 5/8" ir w/FHWA alum Cap
14450 1224743.358 2543920.420 5031.720 45°01'35.533078"N 116°03'44.309622"W 4983.9839 0.99970273 5/8" ir w/FHWA alum Cap
14451 1225681.803 2543910.551 5033.420 45°01'44.799064"N 116°03'44.497432"W 4985.7068 0.99970265 5/8" ir w/FHWA alum Cap
14452 1226625.555 2544191.688 5031.760 45°01'54.128513"N 116°03'40.633279"W 4984.0731 0.99970268 5/8" ir w/FHWA alum Cap
14453 1227201.167 2544187.542 5017.180 45°01'59.812040"N 116°03'40.721825"W 4969.5095 0.99970337 5/8" ir w/FHWA alum Cap
14454 1227604.888 2544236.156 5017.780 45°02'03.800290"N 116°03'40.066455"W 4970.1193 0.99970333 5/8" ir w/FHWA alum Cap
14455 1228193.070 2544596.490 5021.360 45°02'09.621730"N 116°03'35.079887"W 4973.7157 0.9997031 5/8" ir w/FHWA alum Cap
14456 1229013.107 2545184.356 5038.670 45°02'17.741024"N 116°03'26.936582"W 4991.0553 0.99970216 5/8" ir w/FHWA alum Cap
PROJECT : Warren Wagon Road DATE OF FIELD WORK :multiple entries (Atkins & WFLHD) DATE OF FINAL ADJUSTMENT :November, 2015
PROJECT UNITS : US SURVEY FOOT
COORDINATE SYSTEM : Idaho West SPCS NAD83 (2011)
EPOCH DATE : 2010.0000
VERTICAL DATUM :(NAVD88 GEOID 12B) Determined through differential leveling holding elev at CP 14456
To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.
F:
\6
W
FL
H D
W ar re n W ag on
R oa d M
P 7.
to
.6
\D ra w in gs \2
_D G
N id -a
8f c.
xl sx ]S he et
6- A ug
-2
8:
A
M W
FL
H
D S ur ve y
W
FL
H
D S ur ve y
D es ig ne d by
C he ck ed b y:
STATE PROJECT
D.7
SHEET
NUMBER
VALLEY 21(8)ID
SURVEY CONTROL
Prel im
10.4 x 16 20301 -1900
60201 -0800
60201 -1200
60704 -0000
Station
ES
TI
M
A
TE
D M
A X
IM
U M
C O
V
ER
S
TR
U C
TU
R A L
EX
C A V A
TI
O N
R
EM
O V A L
O F
PI
PE
C U
LV
ER
T
-I
N C
H P
IP
E
C U
LV
ER
T
-I
N C
H P
IP
E
C U
LV
ER
T
C
LE
A N
IN
G
C U
LV
ER
T
IN
P
LA
C E
S K
EW
A N
G
LE
A llo w ab le P ip e
M at er ia l (S ee k ey b el ow
B
EV
EL
S
1V :n
H
B
EV
EL
S
1V :n
H
REMARKS
See below for numbered notes
D
ES
IG
N
ER
N
O
TE
S
FEET CUYD EACH LNFT LNFT EACH Lt Rt 601+15 1 601+40 3 139 86 35 x/C,P rel 604+29 3 98 68 x/C,P 614+14 4 105 1 74 x/C,P Pipe removal incidental to installation 638+95 1 668+09 1 676+00 6 352 1 78 8 x/C,P Pipe removal incidental to installation 681+16 1
PROJECT TOTAL 694 3 228 78 3
Allowable Pipe Material
NOTE: A Aluminum
1. Steel pipe culvert minimum wall thickness is the thickness required 4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end se AS Aluminized steel by the Std. 602-1 fill height table. all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable c C Concrete
2. Aluminized steel pipe culvert minimum wall thickness is the 5. Skew angle is in degrees GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). P Plastic
3. Aluminum pipe culvert minimum wall thickness is the thickness (blank) Any appropriate material required by the Std. 602-1 fill height table. x/__ Any appropriate material except __
PAY ITEM NUMBER
TABULATION OF DRAINAGE QUANTITIES
F:
\6
W
FL
H
D
W ar re n
W ag on R oa d
M P
7.
to
.6 \D ra w in gs
\2 _D
G N id
-a
8e a.
xl sx
]S he et 7-
A ug
-2
6:
P
M D
La ut ze nh ei se r
7/
P.
D ru yv es te in
8/
D es ig ne d by
C he ck ed b y:
STATE PROJECT
G.1
SHEET
NUMBER
VALLEY 21(8)ID
Note: The quantities shown hereon are approximate and are subject to field adjustments.
Prel im
| idvalley2108 Plans_95% Submittal |
| idvalley2108 Plans_95% Submittal |
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