J02 Plans - Shitike Creek Crossing.pdf
PDF 4 MB Posted
- Solicitation number
- 75H70122R00045
About this file
This solicitation package seeks proposals for the Shitike Creek Water Main Crossing construction project located in Warm Springs, Oregon. The project scope includes installing approximately 1,000 linear feet of 16-inch ductile iron water main across Shitike Creek to replace an existing 12-inch steel main. The Indian Health Service intends to award a firm fixed price construction contract with a period of performance of 150 calendar days from notice to proceed. Proposals are due by June 20, 2022 and evaluation will use a lowest price technically acceptable methodology, giving preference to proposals from Indian Economic Enterprise firms. The estimated construction value is between $1,000,000 and $5,000,000. The solicitation includes plans, specifications and a construction wage determination. A mandatory site visit is scheduled as detailed in the documents.
View the file
Other files
Show all 27
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
U .S
P
U B
L IC
HEALTH SE
R V
IC
E
1 7 9 8
Know what's below.
Call before you dig.
R
U .S
P
U B
L IC
HEALTH SE
R V
IC
E
1 7 9 8
Know what's below.
Call before you dig.
R
LEGEND
PROPOSED EXISTING GENERAL
SEWER BENCHMARK
SEWER MAIN IRON PIN
SEWER SERVICE LINE CARSONITE MARKER
SEWER FORCE MAIN CONTOUR LINE
SEWER FORCE SERVICE
LINE CULVERT
SEWER MANHOLES DIRECTIONAL DRILLING
ONE-WAY CLEANOUT FENCE
TWO-WAY CLEANOUT FIBER OPTIC
SEPTIC TANK GAS, ELECTRIC, TELEPHONE
LIFT STATION LIGHT POLE
DIRECTION OF FLOW INSULATION
POWER POLE
WATER PROPANE TANK
WATER MAIN PROPERTY LINE
WATER SERVICE LINE RIGHT-OF-WAY
BUTTERFLY VALVES ROAD (DIRT/GRAVEL)
FIRE HYDRANT W/VALVE ROAD (PAVED)
FLUSH HYDRANT W/VALVE ROAD BORING/CROSSING
AIR RELEASE/VACUUM
VALVE SIGN
SADDLE W/CORPORATION
STOP SOIL BORING
CURB STOP W/BOX SWAMP
INDIVIDUAL PRESSURE
RELEASE VALVE TELEPHONE PED
YARD HYDRANT TRACING WIRE BOX
METER PIT/BOX TREE LINE
IN-GROUND PRESSURE TANK TREE
WELL RIP RAP
CONTROL POINT
ELECTRIC PED
GUY / ANCHOR
MONUMENT
MONITORING WELL
TEMPORARY BENCHMARK
CATV PEDESTALS
OVERHEAD POWER
STORM WATER INLET
MANHOLE
CHAINLINK FENCE
S
SSL
SFM
W W
S
SSL
SFSL SFSL
SFM
WSL WSL
FO
X
OH
o w
PT
M
W
M
PT
TEL
COMM
EXISTING WATER STORAGE TANK
SOUTH EAST
ELEV. 1897.6'
EXISTING WATER MAIN, VARIES DUCTILE
IRON AND STEEL, VARIES 12" TO 14"
PRVGEORGE ST PRV
STA 235+00
CAPACITY: 1,500,000 GAL
DIAMETER: 40 FEET
STORAGE: 34,590 GAL/FT
HEIGHT: 20 FEET
CONST. YEAR: 1981
EXISTING WATER STORAGE TANK
TEE-WEE-TANK
ELEV. 2147'
FROM WATER
TREATMENT PLANT
SOUTHEAST VALVE VAULT
STA 94+50
PROPOSED 16" DUCTILE IRON
CREEK BRIDGE CROSSING ALIGNMENT
CAPACITY: 2,000,000 GAL
DIAMETER: 86 FEET
STORAGE: 43,440 GAL/FT
CONST. YEAR: 1980
EXISTING 12" STEEL CREEK
CROSSING ALIGNMENT
EXISTING WATER MAIN, VARIES DUCTILE
IRON AND STEEL, VARIES 8", 12", & 14"
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W W
W W
W W
W W
W
W
W
W W
W
W
W
S
W
W W
W
W
W
W
WWW
W
W
WWW
W
W
W W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W W W
W
W W
W
W
W WW
W W W
W
WW
W W
W W W
W
W
W
SL
W
SL
W
W
W
W
W W
W
W W
W
W
W
W W
W
W
W
W
W
W
W W
P
P
P
P
P
P
P
P
P P
P
P
P
P
P
P
P
WSL
S
S
S
S S
S S S
S S
S S
S S
S S
S
S
S
S
S S
S S
S
S
S
S
S
S
S
S
S
S S
S S
S
S
S S
S
S
S
S S S
S
S
S
S
S S S S S S S S
S S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
S
S S
S S
S
S
S
S S S S S
S
S
S
S
S S S
S
S
S
SS
S S
S
S
S
S
S S
S
S
S
S S
W
S
W
W W W W W
W W
W W W W W W W W
W
W
W
W
W
T T T T T T T T T
T T T T T T T T T
W
W
W
W
W W
W
P P
P P
P P
P P P
P P P P
W W W W W W W
W
W
W
W
W
W
W
S S
T T T
T
T
T
T
T
T
T
T
T
W
W
W W
W W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W W
W
W
P P
P
P
P
P
P
P
P
P
P
P
P
S S
S
S
S
S
S
S
S
S
S
S
S
S S S
S
S
S
S
S
S
S
S S
S S
S
SS
S
S
S
S
S
S
TEL
W
W
W
W
W
W
W
W
W
W
W
W
WWW
TEL
W W W
W
W
W
W
P
T
T
T
T
P P
W
W
W
W
W
W
W W W W W W
W
W
W
W
W
W W
W W
W
W
SL
W
SL
W
SL
WSL
P
P
P
P
P
WSL
SS S
S S
S
S
S
S
S
S S S S S S
S
S
S
S
S
S
S S
W W
WWWWWWWWWWW
W
W W
W W
W W W W W
P
W
W S
S
V
| Sheets and Views |
| CreekCrossing_20220406-G-001 PROJECT COVER SHEET |
| CreekCrossing_20220406-G-002 COVER SHEET & LOCATION |
| CreekCrossing_20220406-G-003 Abbreviations |
| CreekCrossing_20220406-G-004 Notes and Legend |
| CreekCrossing_20220406-C-101 Water System Schematic and Design Criteria |
| CreekCrossing_20220406-C-102 Existing Water Main Overview |
| CreekCrossing_20220406-C-103 Proposed Water Main Overview |
| CreekCrossing_20220406-C-104 Proposed Watermain STA 0+00 - 9+15 |
| CreekCrossing_20220406-C-105 Proposed Watermain STA 9+15- 18+31 |
| CreekCrossing_20220406-C-106 Proposed Watermain STA 21+21 - 27+00 |
| CreekCrossing_20220406-C-107 Proposed Watermain STA 27+00 - 32+92 |
| CreekCrossing_20220406-C-501 TRENCH & VALVE DETAILS |
| CreekCrossing_20220406-C-502 APPURTENANCE DETAILS |
| CreekCrossing_20220406-C-503 THRUST BLOCK DETAILS |
File details come from the government source that posted it. Updated .