CRO266U0_ADD01_0004.pdf
PDF 804 KB Posted
- Attached to
- IL-CRAB ORCHARD NWR-GAOA-VIST CENTER BLD
- Solicitation number
- 140F0821R0011
About this file
This document contains plans and specifications for a water distribution system to serve a new visitor center addition at Crab Orchard National Wildlife Refuge. The project includes installing approximately 600 feet of 6-inch PVC water main, service lines to connect the main to the building with curb stops and boxes, fire hydrants, and other appurtenances. Notable details are requirements for 500 GPM fire suppression flow at 20 PSI and 66 GPM domestic water flow at 65 PSI. The contractor must take care when boring service lines near existing site features. The related federal contract opportunity is solicitation number 140F0821R0011 for construction of the visitor center addition by the Department of the Interior Fish and Wildlife Service.
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SHEET_____OF_____
VISITOR CENTER
U1.1
BYDESCRIPTIONDATEREVISION
DESIGNED:
CADD:
CHECKED:
DRAWING NO:
DRAWN: DATE:
WILLIAMSON COUNTY
CRAB ORCHARD NATIONAL WILDLIFE REFUGE
ILLINOIS
DJR06/21JMOMCCARTHY
CRO266U0.DWG 3R-IL-415-1266 14 71
21-RF-004
WATER PLAN AND PROFILE
PROJECT NUMBER:
CORPORATION STOP AND CURB STOP
M
IN
M
IN
YARD HYDRANT
08/21 ADDENDUM #01 - REMOVE HYDRANT
1 TPM
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STA. 50+74.54 INSTALL 1-6" M.J. 45° BEND
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STA. 51+31.24 INSTALL 1-6" M.J. 45° BEND
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STA. 52+88.04 CONNECT TO EXISTING WATER
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STA. 50+04.45 INSTALL 1-6" M.J. 22.5° BEND
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STA. 52+42.15 INSTALL 1-6" M.J. 22.5° BEND
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STA. 52+81.64 INSTALL 1-6" M.J. 22.5° BEND
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STA. 52+83.63 CURB STOP AND BOX
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STA. 50+00.00 CAP END. INSTALL CURB STOP AND BOX.
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SCALE: 1" =
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STA. 52+81.64 22.5° BEND/RADIUS
AutoCAD SHX Text NOTES: 1. BUILDING SPRINKLER SYSTEM REQUIRES 500 BUILDING SPRINKLER SYSTEM REQUIRES 500 GPM @ 20 PSI. DOMESTIC WATER DOMESTIC WATER REQUIREMENTS ARE REPORTEDLY 66 GPM @ 65 PSI. 2. WHERE SIDEWALK REMOVAL IS REQUIRED, WHERE SIDEWALK REMOVAL IS REQUIRED, THE ENTIRE PANEL SHALL BE REMOVED AND REPLACED TO EXISTING JOINTS. 3. UNDERGROUND GEOTHERMAL LINES ARE UNDERGROUND GEOTHERMAL LINES ARE PRESENT WITHIN THE PROJECT LIMITS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THEIR LOCATION AND PROTECTING FROM DAMAGE.
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EXISTING WATER MAIN
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STA. 51+31.24 45° BEND/RADIUS
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STA. 50+74.54 45° BEND/RADIUS
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FUTURE BUILDING
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NO SCALE
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%%UCORPORATION STOP
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CORPORATION STOP
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WATER MAIN
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PE PIPE
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%%UCURB STOP AND BOX
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FINISHED GROUND
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SERVICE CLAMP REQUIRED FOR ALL SERVICE TAPS
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INVERTED GROUND KEY AND ADJUSTABLE CURB STOP
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SLIDE TYPE CURB BOX
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STA. 50+00.00 CAP END. INSTALL CURB STOP AND BOX.
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STA. 52+88.04 INSTALL 1-3/4" CORPORATION STOP
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STA. 50+04.45 22.5° BEND/RADIUS
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STA. 52+42.15 22.5° BEND/RADIUS
AutoCAD SHX Text BORE SERVICE LINE FROM STA. 52+42 TO STA. 52+81. CARE SHALL BE TAKEN NOT TO DISTURB SIDEWALK, BOLLARDS, WALLS OR OTHER FEATURES.
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MICHAEL S. OLSON 062-069161
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STA. 52+83.63 INSTALL CURB STOP AND BOX
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WATER LINE
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GROUND LEVEL
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FROST LINE
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3/4" FEMALE
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PIPE THREAD
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1/8" NPT DRAIN HOLE
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FILL WITH LOOSE GRAVEL AROUND VALVE BODY FOR DRAINAGE
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1. IOWA MODEL Y34 FREEZELESS OR APPROVED EQUAL. IOWA MODEL Y34 FREEZELESS OR APPROVED EQUAL. 2. 3/4" FEMALE NPT INLET 3/4" BRASS MALE HOSE 3/4" FEMALE NPT INLET 3/4" BRASS MALE HOSE NOZZLE OUTLET. 3. 5' BURY DEPTH.5' BURY DEPTH.
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PROPOSED GRADE
| Crab Orchard |
| Crab Orchard |
| Crab Orchard |
| CRO260C0 |
| CRO261C0 |
| Crab Orchard |
| CRO262C0 |
| CRO263C0 |
| CRO264C0 |
CRO266C0
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