Attachment_A_-_Drawings.pdf
PDF 3 MB Posted
- Attached to
- Fire Hydrant Assemblies & Valves
- Solicitation number
- EVT0010155
- Issued by
- Washington County, Kansas
About this file
This is a construction drawing set from the Kansas Department of Administration and Department for Aging & Disability Services for replacing fire hydrant assemblies and valves at Osawatomie State Hospital located at 500 State Hospital Drive in Osawatomie, KS. The project involves replacing multiple fire hydrant assemblies (FH1, FH7, FH11, FH14, FH15, FH21) and water main valves across the hospital campus, including removing existing hydrants, installing new hydrants with shutoff gate valves, and replacing underground piping back to the mains. Specific work includes installing a new shutoff valve in the utility tunnel for the Administration Building service line and replacing an underground 8" water main valve beneath concrete sidewalk. The drawings are dated January 31, 2025.
The drawings include detailed specifications for concrete thrust blocks, utility trench requirements, fire hydrant assembly installation, and waterline anchoring. The contractor must coordinate utility shutdowns with hospital maintenance staff at least 7 days in advance, locate all utilities before excavation, repair any damaged utilities at their expense, and restore disturbed areas with final grading and K-31 fescue seeding. All underground connections must use restrained mechanical joints with new hardware, and the contractor must submit plans for disinfecting and purging lines. All excavations must be covered and sealed when not actively being worked on.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Amendment_1_-_EVT0010155_-_Pre-Bid_Date_Change.docx | DOCX document | |
| Attachment_C_-_Technical_Specifications.pdf | ||
| EVT0010155_-_Fire_Hydrant_Assemblies_and_Valves_-_RFQ.docx | DOCX document | |
| Fire_Hydrant_Assemblies___Valves.pdf | ||
| Attachment_B_-_Location_Map.pdf | ||
| Amendment_2_-_EVT0010155_-_Bid_Closing_Extension.docx | DOCX document |
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Text version
BUILDING NO. BUILDING NAME
YEAR
BUILT
SHEET INDEX
OSAWATOMIE STATE HOSPITAL
49400-00003 49400-00004
49400-00005 49400-00006 49400-00007 49400-00008 49400-00009 49400-00010 49400-00011 49400-00012 49400-00013 49400-00014 49400-00016 49400-00017 49400-00018 49400-00019
49400-00020
49400-00021 49400-00022 49400-00023 49400-00024 49400-00025 49400-00026 49400-00027 49400-00028 49400-00029 49400-00030 49400-00031 49400-00032 49400-00033 49400-00034 49400-00035 49400-00036 49400-00037 49400-00038 49400-00039 49400-00040 49400-00041 49400-00042 49400-00043 49400-00044 49400-00045 49400-00046 49400-00047 49400-00048 49400-00049 49400-00050 49400-00051 49400-00052
CARMICHAEL
RUSH BUILDING
(VACANT/STORAGE)
WEST COTTAGE
SPECIAL SERVICES BUILDING
NURSES' COTTAGE (VACANT)
BIDDLE BUILDING
LIBRARY BUILDING
AUDITORIUM
POOL & GYMNASIUM
CENTRAL WORKSHOP
GEORGE A. YORK SCHOOL
INDUSTRIAL ARTS BUILDING
HORTICULTURE BUILDING
GREENHOUSE #2
FIRE & SECURITY STATION
MAINTENANCE SHOPS
& WAREHOUSE
MAINTENANCE STORAGE
& SHOP BUILDING
POWER PLANT
SUPPLY
LAUNDRY BUILDING
ADAIR "A"
ADAIR "B"
ADAIR "C"
SEDRIKS BUILDING (ADAIR "D")
ADAIR COTTAGE "E"
ADAIR COTTAGE "F"
ADAIR COTTAGE "G"
ADMINISTRATION BUILDING
STAFF COTTAGE #1
STAFF COTTAGE #2
STAFF COTTAGE #3
STAFF COTTAGE #4
STAFF COTTAGE #5
STAFF COTTAGE #6
STAFF COTTAGE #7
STAFF COTTAGE #8
STAFF COTTAGE #9
STAFF COTTAGE #10
GARAGE - STAFF COTTAGE #10
STAFF COTTAGE #11
STAFF COTTAGE #12
GARAGE - STAFF COTTAGE #12
BIDDLE ANNEX
EAST LIFT STATION
OIL PUMP HOUSE
WEST LIFT STATION
GREENHOUSE #1
VALLEY VIEW SHELTER HOUSE
FIRE TRAINING BUILDING
H O S P I T A L C A M P U S
NOT TO SCALESCALE
COVER
C-1 C-2
REPLACE FIRE HYDRANT
ASSEMBLIES AND VALVES
TITLE SHEET
DEMOLITION AND INSTALLATION PLAN
DETAILS
V I C I N I T Y M A P
SCALE NOT TO SCALE
N O R T H
44 40
32 47
35 36
19 22
HIGHWAY 279
AC
TIVITY D
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R
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BIDDLE RD.
G R
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N
H O
U
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S T.
SERVICE RD.
HOSPITAL RD.
Osawatomie State Hospital
W. 339TH ST.
O sa w at om ie
R d.
COVER
TITLE SHEET
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SOUTH SANITARY
LIFT STATION
WEST SANITARY
LIFT STATION
SERVICE LINE TOSUNFLOWER
SERVICE LINE TOMIAMI RWD #1
WM
WM
10" Ø
FISH POND
ADMINISTRATION
BUILDING
8" Ø
8" Ø
10" Ø
STAFF
COTTAGE
NO. 12
8" Ø
CP
RUSH
4" Ø
4" Ø
6" Ø
8" Ø
4" Ø
8" Ø
BIDDLE
6" Ø
4" Ø 2" Ø
3" Ø 4" Ø
LIBRARY
2" Ø
SPECIAL SERVICE
BUILDING
AUDITORIUM POOL / GYM
2" Ø
8" Ø
6" Ø
6" Ø
8" Ø
A
B
C
D
E
FG
6" Ø
6" Ø
6" Ø
1" Ø
6" Ø
SCHOOL
ACTIVITIES
BUILDING
8" Ø
MAINTENANCE SUPPLY
POWER
PLANT
8" Ø
LAUNDRY
FIRE STATION
STAFF
COTTAGE
NO. 116" Ø
" Ø
GREENHOUSE
3 6
8" Ø
8" Ø
8" Ø
8" Ø
8" Ø WATER TOWER
4" Ø
10" Ø 8" Ø
2" Ø
C-1
DEMOLITION AND
INSTALLATION PLAN
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DOCUMENTS
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GENERAL NOTES:
1. WHERE FIRE HYDRANTS ARE SHOWN TO BE REPLACED,
REMOVE EXISTING FIRE HYDRANT ASSEMBLIES AND
SUPPLY PIPING BACK TO THE MAIN AND REPLACE WITH
NEW HYDRANT, SHUTOFF GATE VALVE, AND PIPING AS
INDICATED ON THESE PLANS.
2. PLANS FOR THE APPROXIMATE LOCATION OF BURIED
UTILITIES ON CAMPUS ARE AVAILABLE FOR REVIEW AT
THE OSAWATOMIE STATE HOSPITAL MAINTENANCE
OFFICE. UTILITIES CAN NOT BE LOCATED BY
1-800-DIG-SAFE OR LOCAL UTILITY COMPANIES DUE TO
BEING ON GOVERNMENT PROPERTY. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UTILITIES WITHIN ANY AREAS OF EXCAVATION.
3. EXISTING UTILITIES DAMAGED DURING CONSTRUCTION
SHALL BE REPAIRED AND TESTED AT THE
CONTRACTOR’S EXPENSE. REPAIR TO DAMAGED
UTILITIES SHALL BE COMPLETED AS SOON AS UTILITY IS
DAMAGED. ALL UTILITIES, OTHER THAN THOSE IN THE
IMMEDIATE VICINITY OF THE WORK, SHALL REMAIN
OPERATIONAL DURING THIS PROJECT UNLESS A
SHUT-DOWN IS APPROVED BY THE OWNER.
4. FOLLOWING ANY EXCAVATION AND BACKFILLING, THE
DISTURBED AREA SHALL BE FINAL GRADED AND
SEEDED WITH K-31 FESCUE IN THE AMOUNT
RECOMMENDED BY THE PRODUCT MANUFACTURER.
FINAL GRADES TO MATCH ADJACENT GRADES. ADJUST
GRADES AS NEEDED TO PROVIDE PROPER DRAINAGE
AWAY FROM HYDRANT ASSEMBLY.
5. COORDINATE SHUT DOWN OF WATER LINES OR OTHER
UTILITIES WITH OSAWATOMIE STATE HOSPITAL
MAINTENANCE STAFF AT LEAST SEVEN DAYS IN
ADVANCE.
6. ALL EXCAVATIONS SHALL BE COVERED AND SEALED
WHEN CONTRACTOR IS NOT AT SITE, AT NIGHT, DURING
WEEKENDS OR WHEN WORKING OUT OF VISUAL SIGHT.
7. BURIED PIPING AND FITTINGS AFFECTED BY THIS WORK
SHALL BE EXCAVATED AND EXPOSED FOR
VERIFICATION PRIOR TO MATERIAL BEING PURCHASED
FOR REPLACEMENT OR FOR MAKING CONNECTION.
8. SUBMIT PLAN FOR DISINFECTING PIPING AND
PURGING/FLUSHING OF LINES FOR APPROVAL BY
AUTHORITY HAVING JURISDICTION. PROVIDE DRAIN
VALVE AT LOW POINTS AS NEEDED.
9. ALL UNDERGROUND CONNECTIONS SHALL BE MADE
WITH RESTRAINED MECHANICAL JOINTS.
10. DO NOT REUSE EXISTING HARDWARE. PROVIDE ALL
NEW NUTS AND BOLTS WHEN MAKING CONNECTIONS.
DEMOLITION AND INSTALLATION PLAN
REPLACE FIRE
HYDRANT
ASSEMBLY
REPLACE FIRE
HYDRANT
ASSEMBLY
REPLACE FIRE
HYDRANT
ASSEMBLY
REPLACE FIRE
HYDRANT
ASSEMBLY
REPLACE FIRE
HYDRANT
ASSEMBLY
FH 14
FH 11
FH 15
FH 21
FH 1
WV 7B-1 INSTALL NEW SHUTOFF VALVE IN
UTILITY TUNNEL FOR SERVICE LINE
TO ADMINISTRATION BUILDING.
REF. KEY NOTE 3 AND DETAIL.
WV 6-1
REPLACE UNDERGROUND 8"
WATER MAIN VALVE BENEATH
CONCRETE SIDEWALK. REF.
KEY NOTES 1 AND 2.
FH 7
REMOVE FIRE HYDRANT
ASSEMBLY BACK TO MAIN
AND INSTALL MECHANICAL
JOINT BLIND FLANGE AT TEE.
REF. KEY
NOTE 4
KEY NOTES:
1. CONTRACTOR SHOULD ANTICIPATE PROVIDING A NEW
RESTRAINED SLIP JOINT COUPLING FOR INSTALLATION
OF THE NEW VALVE, AND NEW PIPING FROM VALVE TO
EXISTING TEE.
2. REMOVE PAVEMENT BACK TO EXISTING JOINTS AND
REPLACE TO MATCH EXISTING.
3. NEW SHUTOFF VALVE TO BE 2” BRONZE FULL PORT
BALL VALVE, FNPT X FNPT, 600 PSI CWP. INCLUDE PIPE
UNION BELOW VALVE.
4. THE EXISTING SHUTOFF VALVE FOR THIS FIRE
HYDRANT IS LOCATED APPROXIMATELY 45’ FROM THE
HYDRANT. NEW HYDRANT TO BE IN THE SAME
LOCATION AS EXISTING. REPLACE ALL PIPING BACK TO
MAIN.
AutoCAD SHX Text
SERVICE ROAD
AutoCAD SHX Text
STAFF DRIVE
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STAFF DRIVE
AutoCAD SHX Text
OSAWATOMIE ROAD
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STAFF DRIVE
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STAFF ROAD
AutoCAD SHX Text
BIDDLE ROAD
AutoCAD SHX Text
GREENHOUSE STREET
AutoCAD SHX Text
ACTIVITY DRIVE
AutoCAD SHX Text
HOSPITAL ROAD
AutoCAD SHX Text
W 339TH STREET
AutoCAD SHX Text
OSAWATOMIE ROAD
AutoCAD SHX Text
BIDDLE ROAD
AutoCAD SHX Text
ACTIVITY DRIVE
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N 1ST STREET
AutoCAD SHX Text
MAIN BUILDING DRIVE
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SUNKEN GARDEN DRIVE
AutoCAD SHX Text
OSAWATOMIE ROAD
AutoCAD SHX Text
SUNKEN GARDEN DRIVE
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CP CIRCLE
AutoCAD SHX Text
SOUTH AVENUE
AutoCAD SHX Text
SUNKEN GARDEN DRIVE
AutoCAD SHX Text
RUSH STREET
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ADAIR CIRCLE
AutoCAD SHX Text
ADAIR CIRCLE
AutoCAD SHX Text
BIDDLE ROAD
AutoCAD SHX Text
AUDITORIUM PARKWAY
AutoCAD SHX Text Scale: 1" = 150' (Full Size)
SCALE: NTS
CONCRETE PAD DETAIL
1' -6
1'-6"x8" DEEP
(TYP.)
3"
(TYP.)
A C-2
EXISTING
SURFACE
O.D. + 2'
MAXIMUM
EXISTING
UNDISTURBED
BASE
MATERIAL
O.D.1'-0" 1'-0"
" M
IN
IM
U M
Scale: NTS
UTILITY TRENCH DETAIL (UNDER EARTH)
COMPACTED FILL
90% OUTSIDE R/W
95% WITHIN R/W
6" OF BEDDING MATERIAL
PER MANUFACTURER
12" OF COVER MATERIAL
PER MANUFACTURER
INITIAL FILL
OVER PIPE TO
BE SCREENED
OF ANY ROCKS
OR DEBRIS
D C-2
Scale: NTS
3-WAY 5 1/4" FIRE HYDRANT ASSEMBLY
CONCRETE THRUST BLOCK & SUPPORT
M
IN
D
EP
TH
'-6
MUELLER COMPANY OR
APPROVED EQUIVALENT
PRODUCTS ONLY 3-WAY
FIRE HYDRANT
BASE ELEVATION
TRENCH LINE
6" MINIMUM
TURN TO FACE
PERPENDICULAR TO STREET CURB
OR FIRE LANE
FINISH
GRADE
IRON VALVE BOX
MUELLER CO. OR APPROVED
EQUIVALENT VALVES ONLY
1 1/4" ROAD ROCK
LIMITS FOR DRAIN
DRAIN LOCATION
UNDISTURBED
SOIL
6" MINIMUM
UNLESS
OTHERWISE
SPECIFIED.
1' -3
"M
IN
'' T R
EN
C
H
6"
HYDRANT, TEE, & VALVE
SHALL BE MECHANICALLY
RESTRAINED
BURY LINE REF. PAD DETAIL
RELOCATE FIRE HYDRANT IF
NEEDED TO ACHIEVE 10'
SPACING FROM SHUTOFF VALVE.
COORDINATE LOCATION WITH
ENGINEER.
10'-0"
C C-2
TYPICAL BEND
B
EA
RIN
G
AREA
STANDARD TEE
BEARING AREA
VERTICAL CHANGE IN DIRECTION
ELEVATIONSECTION
MIN.
3"
M
IN
90° BEND 45° BEND 1 2/22 ° BEND 11 ° BEND1/4
CONCRETECONCRETE NO.NO.CONCRETE NO.NO.1 SQ. FT.
2 SQ. FT.
3 SQ. FT.
5 SQ. FT.
8 SQ. FT.3 SQ. FT.
2 SQ. FT.
1 SQ. FT.
1 SQ. FT.
1 SQ. FT.1 SQ. FT.
1 SQ. FT.
2 SQ. FT.
2 SQ. FT.
4 SQ. FT.7 SQ. FT.
4 SQ.FT.
3 SQ. FT.
2 SQ. FT.
1 SQ. FT.
1/2
12 SQ. FT.
7 SQ. FT.
5 SQ. FT.
3 SQ. FT.
2 SQ. FT.
4/1
12"
10"
8"
6"
4"
TEE11 ° BEND22 ° BEND45° BEND90° BENDPIPE SIZE
THRUST BLOCK BEARING AREA VERTICAL CHANGE ANCHORS
2.0 1.0 1.0 1.0
2.5 1.5 1.0 1.0
4.5 3.0 2.0 1.0
8.0 5.5 3.5 2.0
C.Y.C.Y.C.Y.C.Y. BARBARBARBAR
CONCRETE
12" 10" 8" 6"
SIZE
PIPE
BLOCKING OF TEES IS TO BE PLACED OPPOSITE THE BRANCH & AREA IS BASED ON BRANCH SIZE. THE CONCRETE AND STEEL REQUIRED FOR ALL FITTINGS NOT LISTED SHALL BE THE SAME AMOUNT AS REQUIRED FOR THE 22 1/2° BENDS. CONCRETE AND STEEL ARE SUBSIDIARY TO OTHER ITEMS OF
WORK. THE SPACING FOR MULTIPLE REBAR ANCHORS SHALL BE 2"C.C.
Scale: NTS
WATERLINE ANCHORING
#4 REBAR THRUST ANCHOR
(COAT EXPOSED SURFACE
WITH BITUMINOUS PAINT)
CONCRETE
THRUST BLOCK
UNDISTURBED
EARTH
CONCRETE
THRUST ANCHOR
CONCRETE
THRUST BLOCK
B C-2
SCALE: NTS
ADMINISTRATION BUILDING SERVICE LINE DETAIL EC-2
C-2
DETAILS
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AutoCAD SHX Text
VALVE BOX OPENING
AutoCAD SHX Text SET TOP OF BOX " 12" ABOVE GRADE AND SLOPE CONCRETE FROM EDGE OF BOX TO PERIMETER OF PAD FOR DRAINAGE.
AutoCAD SHX Text
#4 AT 3" OFF OUTSIDE EDGE
AutoCAD SHX Text
SET FLUSH WITH EXISTING GRADE
AutoCAD SHX Text
FIRE HYDRANT SHUT-OFF VALVE ONLY
AutoCAD SHX Text
INSTALL NEW 2" SHUTOFF VALVE IN SERVICE LINE RISER
File details come from the government source that posted it. Updated .