Attachment 0003 Appendix B Site Plan Drawings.pdf
PDF 21 MB Posted
- Attached to
- Repair Water Mains & WTP Plumbing
- Solicitation number
- W519TC-24-R-2052
About this file
This document is a set of site plan drawings for Attachment 0003, which is related to the federal contract opportunity for Repair Water Mains & WTP Plumbing on the Rock Island Arsenal in Rock Island, Illinois. The solicitation number is W519TC-24-R-2052, and the contracting agency is the Department of the Army Materiel Command Contracting Command Rock Island Arsenal. The drawings provide detailed information about the site layout, including the locations of water mains and the water treatment plant plumbing that need to be repaired under this contract. The drawings would be used by prospective offerors to develop their proposals in response to the solicitation.
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Appendix for PR-2024-0239
Rock Island Arsenal Appendix B
SITE PLAN DRAWINGS
March 2024
US Army Garrison-Rock Island Arsenal Directorate of Public Works
Engineering and Services Division
AMIM-RIP-G
1 Rock Island Arsenal Rock Island, IL 61299-5000
TOWER
(MEC)
TOWER
(MEC)276
52A
68GN
346FL
68SN
14A
11P
15P
70-G
104 106
145 159
332333
204203
42347
81-G
369355
13A
7-G
108 109
9B
SWITA
SUBSC
SUBSB
81320
TOWER (MEC)
SYLVAN
ISLAND
BETTENDORFDAVENPORT
MOLINEROCK ISLAND
ACP
SHELTER
TOWER
(MEC)
T186
24B
47CPY
47B 47C
TOWER
(MEC)
61 62 64
360390
363 362
146113
20FL
150P
122 128
3 4
2-G 3-G 4-G
6-G
320SN
T186
T186
47A
275SN
312FL
311SN
301FL
301-G
M I S S I S S I P P I R I V E
R
117152
RIAPRIMITIVE
CAMPING
367 368
BASE MAP REVISED SEPT. 2023
243 214
246CPY
BH1
BH2
BH3
BH4
BH5
BH6
BH7
BH8
BH9
SB31
SB30 SB29 SB28
SB27
SB26
SB25
SB24
SB23
SB22
SB21
SB20
SB19
SB18
SB17
SB16 SB15
SB14
SB13
SB12 SB11
SB10
SB9
SB8 SB7
SB6 SB5
SB4 SB3
SB2
SB1
52A
68GN
68SN
70-G
104 106
81-G
7-G
108 109
SUBSC
210 225
61 62 64
360390
363 362
20FL
6-G
226220
312FL
311SN
367 368
BH3
BH4
BH5
BH6
BH7
BH8
BH9
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G PLANS OF PROPOSED IMPROVEMENT ON THE
ROCK ISLAND ARSENAL
ROCK ISLAND, ILLINOIS
REPAIR WATER DISTRIBUTION FEEDER MAINS
AND WATER TREATMENT PLANT PLUMBING
PROJECT NUMBER: 2024-0239
PROJECT
LOCATION
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ROAD
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DYKE
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ROAD
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R.I. VIADUCT
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CIRCLE
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DAVENPORT
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CIRCLE
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LANE
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BUTLER
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LANE
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FARLEY
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WILLIE
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LANE
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LANE
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LOCK AND DAM
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NO. 15
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E. RIVER DR.
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GRANT ST.
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4TH AVE
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1ST AVE
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4TH ST.
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STATE ST.
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DURNIN AVENUE
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WHITTEMORE ST.
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EAST DRIVE
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NORTH
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PROSPECT CIRCLE
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PROSPECT COURT
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ROSTRUM DRIVE
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DRIVE
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CEMETERY
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MOLINE BRIDGE
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GOETSCH
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DRIVE
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CEMETERY
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POST
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KING DRIVE
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48SN
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CHAMBERLAIN DRIVE
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WALKER DRIVE
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HOWARD ST.
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AMERICAN DISCOVERY TRAIL
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FORT ARMSTRONG AVE.
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HOBBS ST.
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STREET
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STREET EAST
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PERSHING
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PERSHING
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RODMAN
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MEMORIAL
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MEMORIAL
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PARK
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RAMSEY ROAD
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TERRACE
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LANE
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MOSKALA
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CEMETERY
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NATIONAL
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2ND ST.
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3RD ST.
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STREET
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KINGSBURY
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FLAGLER
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AVE
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RIA FITNESS TRAIL
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BAUMBECK AVENUE
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ADDITION TO
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TANK TRACK
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SYLVAN DRIVE
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BECK
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FLAGLER STREET
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FORT ARMSTRONG AVE.
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STAGE: Gillespie Street Area Improvement
STAGE: Swap Old for Second new WTP Pipe
STAGE: First New WTP Service Pipe
GENERAL NOTE:
Place new water mains in casing pipe if passing under sanitary, raw, or storm water lines.
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Gillespie Area Improvement Water Outage #1
10"x8" Reducer
Connect new 10" water main across Gillespie St:
Water Outage Limits - WMV199 to WMV690.
Remove elbow and pipe back to nearest bell/hub or at least 8 feet of pipe to the east and south.
Install new 10" water main across Gillespie Street.
Construct a 10" water main, starting with installing a 10"x8" reducer on east water main, then use a 10"x8" tee in place of the old elbow to connect to south water main.
Construct the 10" water main across Gillespie street, and install a 10" gate valve (WMV495) and then a 10" x12" tee.
Attached two 12" gate valves (WMV498 and WMV497) North and South of the installed 10"x12" tee.
Place a temporary 12" cap on south valve with corp stop for bleed off purposes, and a temporary fire hydrant on the north valve.
Once water samples are taken and pass tests, this completes the first Water Outage #1
10" water main
Temporary 12" cap
Temporary Fire Hydrant
New 10" valve
WMV495
10"x8" Tee
New 12" valve
WMV498
New 12" valve
WMV497
12"x10" Tee
12" water main
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Gillespie Area Improvement Water Outage #2
Remove WMV146 and associated 8" water main
New Fire Hydrant
FH371
12"x8" Reducer
8"x6" Reducer
Connect to existing 6" water main with two 6" elbows
8" Elbow
New 8" water main
Connect to existing 8" water main with two 8" elbows
Abandon existing 6" water main
Abandon existing 8" water main
New 12" water main
Connect to existing 8" water main with a 12"x8" reducer north of WMV300 and two
12" elbows
Change Rodman and North Avenue water main Connections:
Water Outage Limits #2 - WMV300, WMV504, WMV367, WMV097, and WMV495.
Construct 12" water main by reconnecting 8" water main north of WMV300 at Rodman with new water main with WMV497. Make disconnection at bell/hub and install reducers to size from 8" to 12" pipe size. Install two 1/8 turn or similar elbows and 12" pipe to complete.
Construct 8" water main starting at WMV504 going north. The pipe will tie to the existing 6" water main north of electrical gear using a 6"x8" reducer. On this section of new 8" pipe, install an 8" gate valve (WMV501), an 8"x8" tee, and an 8"x6" tee for new fire hydrant (FH371).
Construct another 8" water main starting at the 8"x8" tee between WMV501 and FH371. Install an 8" gate valve (WMV499) and, using two 1/8 turn or similar elbows, complete connection to the remaining 8" water main flowing west of WMV367, and beyond the 8" main that had previously flowed to WMV300.
Once water samples are taken and pass tests, this completes the first Water Outage #2.
New 8" valve
WMV499
New 8" valve
WMV501
To
WMV300
To
WMV097
Abandon existing 8" water main
Abandon existing 8" water main
New 6"x8" tee for FH.
New 8"x8" tee.
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Gillespie Area Improvement Water Outage #3
12"x12" Tee
New 12" water main
Abandon existing 8" water main
2" Flushing hydrant
FLH011
Complete Rodman and North Avenue water main Connections:
Water Outage Limits #3 - WMV505, WMV670, and WMV498
Remove temporary fire hydrant installed at WMV498. Construct 12" water main from WMV498 to 12" water main west of WMV670. Connect with a 12"x12" tee. Use two 1/8 turn or similar elbows to complete the 12" water main avoiding the water main being abandoned and the buried electrical (among other utilities).
Construct a new fire hydrant (FH372) along the south side of North Avenue and construct a flushing hydrant (FLH011) west of new 12" gate valve (WMV502).
Once water samples are taken and pass tests, this completes the first Water Outage #3.
12" water valve
WMV502
New Fire Hydrant
FH372
New 12" water main
Abandon existing 8" water main
12"x12" Tees
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WMV367
WMV505
WMV097
WMV300
WMV301
WMV199
Gillespie Area Improvement Planned Constructed Configuration
WMV025
WMV495
WMV670
WMV504
WMV690
WMV498
WMV497
WMV499
WMV501
WMV502
FLH011
FH371
FH372
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FH050
First New WTP service pipe Current Configuration Showing Gillespie Area Improvement Planned Constructed Configuration
WMV025
WMV199
WMV630
WMV405 WMV406
WMV207WMV205
RPZ
2nd St.
WMV209 WMV210
FH017
FH015
FH023
WMV028
WMV031
WMV030
WMV495
WMV670
WMV504
WMV690
WMV498
WMV497
WMV499
WMV501
WMV502
FLH011
FH371
FH372
WSV-WTP
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#1
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First New WTP service pipe Water Outage #1
New WTP Service Line:
Water Outage Limits: minor impacts inside WTP.
Removed recirculation pipe(s) and cap at the building face (see internal work plan for WTP work).
Construct a 12" service line from about the 8" recirculation pipe exit point (modify wall as necessary).
Run the 12" pipe below multiple utilities.
Install a flushing hydrant (FLH009) along the 12" service pipe and a new 12" gate valve (WSV503) at the end of this pipe run with a temporary cap.
Attach a yellow painted post indicating valve stand (PIV) to WSV503. Place PIV to be read from outside the WTP fenced grounds while positioned inside the fence line.
Once water samples are taken and pass all tests, this completes this first water outage.
Install Flushing Hydrant
(FLH009)
Install water service valve
(WSV503)
Install 12" water main
Install temporary cap
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First new WTP Service Pipe Water, Outage #2
Connect to Stone Shop Fire Loop & prepare 10" replacement main
Water Outage Limits: WMV207
Close and capWMV207. Remove the feed pipe to the 2nd Street RPZ.
Construct 12" water main service valve WSV503 to new east-west 10" water main.
Include in the new12" water main place, place a 12"x12" tee with gate valve (WMV516). Place a 12"x6" tee to construct new fire hydrant (FH054) in parking lot north of North Avenue.
Water main with a 12"x12" tee with two 12"x10" reducers for east and west mains.
Construct a 10" water main laying between the existing 8" water main and the stormwater line.
For the west 10" water main, install a 10" gate valve (WMV518) west of a new 3" service feed point for the Northeast wing of BLDG62.
For the east 10" main, construct a 10"x10" tee with a 10" gate valve (WMV519) and connect to the 2nd Street RPZ. Continue east with a new 10" gate valve (WMV520).
Place temporary caps on WMV516, WMV518, and WMV520.
Service valve
(WSV503)
12" Water main valve
(WMV516)
Water main valve
(WMV517)
Install fire hydrant (FH054)
10" Water main valve
(WMV518)
Temporary cap
Temporary cap
10" Water main to
RPZ 2nd St
10" Water main valve
(WMV519)
10" Water main
12" Water main
12"x12" tee
12"x10" Reducer 12"x10" Reducer
10" Water main valve
(WMV520)
Disconnect and cap existing water main into RPZ 2nd St.
from WMV207.
Temporary cap
10" Water main to
RPZ 2nd St
12" X 12" tee 10"
Water main
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First new WTP Service Pipe, Water Outage #3
Disconnect double tees at North Avenue:
Water Outage Limits #3 - WMV199, WMV405, WMV406, and WMV630
Cap WMV405 and WMV406 and leave closed until abandon/demolished.
Starting at WMV518 install 10" water main westward constructing a 3" tapping point for a 2" copper service for the east wing of BLDG62. Continue the main with a 10"x8" reducer and a pair of 8" 1/8-turn (or similar) elbows, and attaching to the remaining 8" water main just east of FH015.
Install 2" curb stop style valve (WSVxxx) and construct the 2" copper service into the east wing of BLDG62. Install a 1/4 turn valve inside the building and connect to the existing water plumbing.
Starting at WMV520, install a 10" water main eastward another 75 feet to a 10"x8" reducer and a pair of 8" 1/8-turn (or similar) elbows before attached to the remaining 8" water main just west of FH017.
Once water samples are taken and pass all tests, this completes Water Outage #3.
FLH009
WMV516
WMV517
FH054
10" Water main valve (WMV518) 10" Water main valve
(WMV520)
10"x8" Reducer
RPZ 2nd St
10" Water main valve
(WMV519)
10" Water main
8" Water main
10"x8" Reducer
8" Water main
10" Water main
Abandon 8" Water main
New 2" service to
Bldg 62 with service valve
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Swap old WTP Service for 2nd new Service pipe, Impact #1
Start 2nd WTP service line:
Water Outage Limits #1 - none
Starting at WMV516 construct 12" water main with a 12"x12" tee and place a 12" gate valve (WMV521) on the western leg of the tee.
Start constructing 12" water service line from the tee between MV516 and WMV521 toward the WTP.
Provide a 12"x6" tee for the new fire hydrant service (FH055) outside the WTP fenced area.
Continue construction with a 12" gate valve (WSV522) located inside the WTP fenced area with a post indicating valve painted yellow atop and turned so it is readable from outside the fenced area. Install temporary cap.
Once water samples are taken and pass all tests, this completes Water Outage #1.
FLH009
WMV516
12" Water main
Temporary cap
12"X12" Tee
WSV522
WMV521
WSV503
Temporary cap
FH055
12"x6" tee
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Swap old WTP for 2nd new Service pipe, Impact #2
Tie to main and disconnect old Service line:
Water Outage Limits #2 - WMV670, WMV504, WMV-WTP, and WMV521.
Using all 12" 1/8-turn (or similar) elbows, construct a connection from the newly installed WMV521 to the existing 12" water main that runs westward.
Cap the 16" water service just east of WSV-WTP.
Once water samples are taken and pass all tests, this completes Water Outage #2.
Clean up: Remove WMV025 and a portion of all three 12" abandon mains plugging all before burying and dressing the surface.
FLH009
WMV516
WMV517
12" Water main
Connect to existing 12" water main with1/8 turn elbows
WSV522
WMV521 WSV503
Temporary cap
FH055
WMV025
Cap west end of 12" water main west of
WMV025
Remove existing 12" water main between cap and new elbow connection
Cap 16" water main west of
WSV-WTP
WSV-WTP
Abandon mains east of WSV-WTP and south to WMV405 and WMV406 capped earlier.
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Swap old WTP Service for 2nd new Service pipe, Impact #3
Connect 2nd new service to WTP:
Water Outage Limits #3 - minimal and limited to WTP.
Once WTP interior work is complete, construct 12" service line from WSV522 into the WTP entering through the modified steam heat pit.
Install a 2" flushing hydrant (FLH010) adjacent to new raised, curbed sidewalk inside WTP fenced grounds.
Inside the WTP, cap the 16" discharge service pipe being abandoned.
Once water samples are taken and pass all tests, this completes Water Outage #3.
FLH009
WMV516
12" Water main
WSV522
WMV521 WSV503
Connect inside building.
FH055
Install flushing hydrant FLH010
12" x 6" tee
Cap inside building.
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FH050
POST CONSTRUCTION CONFIGURATION
WMV025
WMV199
WMV630
WMV519
RPZ
2nd St.
WMV520
FH017
FH015
FH023
WMV028
WMV031
WMV030
FLH009
WSV503
FH054
WMV516
WMV517
WMV518
WMV495
WMV670
WMV504
WMV690
WMV498
WMV497
WMV499
WMV501
WMV502
FLH011
FH371
FH372
WSV-WTP
FLH010
FH055
WSV522
WSV521
| Sheets and Views |
| A-01 Cover Sheet |
| D-01 Legend and General Notes |
| D-02 Site Location Map |
| D-03 Gillespie St Improvements Valves |
| D-04 Gillespie St Improvements Outage1 |
| D-05 Gillespie St Improvements Outage2 |
| D-06 Gillespie St Improvements Outage3 |
| D-07 Gillespie St Improvements Planned Configuration |
| D08 North Ave Valves |
| D-09 North Ave Outage #1 |
| D-10 North Ave Outage #2 |
| D-11 North Ave Outage #3 |
| D-12 North Ave 2nd Service Impact #1 |
| D-13 North Ave 2nd Service Impact #2 |
| D-14 North Ave 2nd Service Impact #3 |
| D-15 Post Construction |
File details come from the government source that posted it. Updated .