08.08.2025_Myers_Paxton WLX - Sealed.pdf
PDF 3 MB Posted
- Solicitation number
- 246-26-Q-0003
About this file
This document is a set of construction drawings for a water line replacement project for the Indian Health Service (IHS) in the City of Bixby, Tulsa County, Oklahoma. The project, designated as IHS Project No. OK-24-F94 ELA Part II under Public Law 86-121, involves replacing existing water infrastructure along Myers & Paxton with new 8" PVC C900 DR14 water lines and reconnecting to existing 2" and 8" waterlines. The project includes specific construction requirements such as a minimum 36-inch depth-of-bury for all piping, installation of copper tracer wire and warning tape, bedding with imported sand, and adherence to AWWA standards for pipe testing and disinfection. The project is scheduled for completion in August 2025 and will be executed by the Oklahoma City Area Indian Health Service, Office of Environmental Health and Engineering, with engineering oversight by Andrew Banta, P.E.
The detailed drawings provide comprehensive specifications for water line installation, including multiple technical details such as temporary blow-off connections, gate valve and connection to existing system details, pipe bedding specifications, and 8" pipe coupling details. The project involves careful utility coordination, with specific requirements for maintaining minimum separation distances between water mains and other underground utilities like sewer lines, storm sewers, and gas lines. The construction notes emphasize the need for expedient connection to the existing system, with all valves to be operated exclusively by City of Bixby staff, and require the contractor to provide material submittals and participate in a pre-construction meeting with the Special Projects Manager from the City of Bixby.
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© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
INDIAN HEA
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BEFORE
SHEET NO. SUBJECT
SANITATION FACILITIES CONSTRUCTION
MYERS & PAXTON WATER LINE REPLACEMENT
CITY OF BIXBY, TULSA COUNTY, OKLAHOMA
I.H.S PROJECT NO.OK-24-F94 ELA PART II
PUBLIC LAW 86-121
AUGUST 2025
WL01 COVER SHEET
WL02 GENERAL NOTES
WL03 WATERLINE PLAN
WL04 WATERLINE PROFILE
WL05 DETAILS SHEET
SHEET INDEX
STATE OF OKLAHOMA
TULSA COUNTY
DEPARTMENT OF HEALTH AND HUMAN SERVICES
OKLAHOMA CITY AREA INDIAN HEALTH SERVICE
OFFICE OF ENVIRONMENTAL HEALTH AND ENGINEERING
DIVISION OF SANITATION FACILITIES CONSTRUCTION
OKMULGEE FIELD OFFICE
HWY 64
PROJECT LOCATION
ARKANSAS RIVER
PROJECT
LOCATION
LEONARD
BENCHMARK 1
ELEV: 604.04
N: 342862.1100 E: 2615438.4260
08/08/2025
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PROJ ENG:
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DRAWN BY:
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PUBLIC LAW 86-121
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SHEET
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OF
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BIXBY, OKLAHOMA
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WATERLINE REPLACEMENT
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OK-24-F94
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D. BARNES
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A. BANTA
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MYERS & PAXTON WLX
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OKMULGEE FIELD
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1800 ALLIGATOR TRAIL OKMULGEE, OK 74447 (918) 756 - 8571
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COVER SHEET
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WL01
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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
GATE 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 UTILITY RIGHT OF WAY
WASH CROSSING
RIP RAP
CONTROL POINT
ELECTRIC PED
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FO FO FO
UTILITIES
WATER
JON BROWN
CITY OF BIXBY
116 W NEEDLES AVE
BIXBY, OK 74008
TELE: 918-366-0473
EMAIL: jbrown@bixbyok.gov
M M w
PTPT
TEL
CONSTRUCTION NOTES
1. MINIMUM DEPTH-OF-BURY FOR ALL PIPING IS 36 INCHES.
2. INSTALL COPPER TRACER WIRE AND MYLAR WARNING TAPE ON ALL NON-FERROUS PIPING USED
FOR PUBLIC WATER SUPPLY MAINS.
3. TRENCH WIDTH: NO LESS THAN 12" OR MORE THAN 24" WIDER THAN THE OUTSIDE OF DIAMETER OF
PIPE
4. WATER MAIN SHALL BE NEW AND BEAR THE NSF SEAL AND SHALL BE AWWA C900, DR14, CLASS 200.
5. ALL NEW WATER MAIN SHALL BE BEDDED WITH IMPORTED SAND WITH 6 INCHES BELOW AND ABOVE
THE PIPE.
6. CONNECTION TO THE EXISTING SYSTEM SHALL BE DONE IN AN EXPEDIENT MANNER. ALL EXISTING
VALVES TO ISOLATE THE LINE FOR INSTALLATION SHALL BE OPERATED BY CITY OF BIXBY STAFF
ONLY.
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CURRENT CIITY OF BIXBY, PUBLIC WORKS
STANDARDS & SPECIFICATIONS.
2. THE UTILITIES (IF ANY) SHOWN IN THE PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. (ALL UTILITIES MAY NOT BE SHOWN.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE OWNERS OF RESPECTIVE UTILITIES. NOTIFY
UTILITY OWNERS AT LEAST 72 HOURS PRIOR TO EXCAVATION.
3. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING BID AND DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS OBSTACLES
THAT MAY INTERFERE WITH CONSTRUCTION.
4. THE CONTRACTOR SHALL PROVIDE A TWO-YEAR WARRANTY PERIOD ON ALL MATERIALS AND LABOR
PROVIDED.
5. EXISTING WATER MAIN IS 8" C900 PVC AND 2" GRAY IPS PVC.
6. BURY DEPTH OF WATER MAIN WILL BE BASED ON EXISTING GRADES.
7. PROTECT OR RESTORE ALL EXISTING SITE CONDITIONS. ANY FENCING THAT IS DISTURBED DURING
CONSTRUCTION IS TO BE RESTORED TO ORIGINAL CONDITION.
8. ANY AND ALL LIVESTOCK THAT IS PRESENT MUST REMAIN UNHARMED AND INSIDE ALL EXISTING FENCING. DO
NOT LEAVE FENCING AND/OR GATES OPEN BEFORE, DURING, OR AFTER CONSTRUCTION. .
9. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF
EITHER PROPOSED OR EXISTING UTILITIES. (EX. GATE VALVES & HYDRANTS)
10. CONTRACTOR IS TO COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE PROJECT ENGINEER AND THE
CITY OR BIXBY BEFORE PROCEEDING WITH CONSTRUCTION.
11. ALL CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH THE ODEQ STANDARDS AND CITY OF BIXBY'S
STANDARD SPECIFICATION AND DETAILS, LATEST EDITION.
12. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL PROVIDE MATERIAL SUBMITTALS TO JON
BROWN, SPECIAL PROJECTS MANAGER, FOR REVIEW. UPON APPROVAL, A PRE-CONSTRUCTION MEETING WILL BE SCHEDULED TO REVIEW THE PROJECT INCLUDING PLANS, MATERIALS INSPECTION AND TESTING
REQUIREMENTS.
13. PUBLIC NOTICE OF SYSTEM INTERRUPTION TO ALL IMPACTED CUSTOMERS SHALL BE PROVIDED BY THE CITY
OF BIXBY.
14. SPECIFICATIONS [FOR THE INSTALLATION OF PIPING IN PUBLIC WATER SUPPLY DISTRIBUTION SYSTEMS] MUST
INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS.
15. TEST THE INSTALLED PIPE FOR LEAKAGE IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS. LEAKAGE MUST NOT EXCEED 10 GAL/INCH DIAMETER PER MILE OF PIPE PER 24 HOURS AT 150 PSI TESTING PRESSURE.
16. DISINFECT ALL WATERLINES ACCORDING TO AWWA STANDARD SPECIFICATIONS. OBTAIN SAFE BACTERIOLOGICAL SAMPLES ON TWO CONSECUTIVE DAYS BEFORE PLACING THE WATERLINE INTO SERVICE.
17. MEASURE THE SEPARATION DISTANCE EDGE TO EDGE. LOCATE WATER MAINS AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED SEWER LINES. LOCATE WATER MAINS AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED STORM SEWERS, RAW WATER LINES, PETROLEUM PRODUCT LINES, NATURAL GAS LINES, AND OTHER BURIED UTILITY LINES. LOCATE CAST IRON WATERLINES AT LEAST 10 FEET FROM ANY GASOLINE STORAGE TANK AND LINES AND PVC WATER LINES AT LEAST 50 FEET HORIZONTALLY FROM ANY GASOLINE STORAGE TANK AND LINES. LOCATE WATERLINES AT LEAST 15 FEET FROM ALL PARTS OF SEPTIC TANKS AND ABSORPTION FIELDS, OR OTHER SEWAGE TREATMENT AND
DISPOSAL SYSTEMS.
18. MEASURE THE SEPARATION DISTANCE EDGE TO EDGE. LAY WATERLINES CROSSING SEWER LINES TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 24 INCHES BETWEEN THE WATER MAIN AND THE SEWER LINE.
ARRANGE THE PIPING SO THAT JOINTS IN A 20-FOOT LENGTH OF PVC OR 18-FOOT LENGTH OF CAST IRON SEWER PIPE WILL BE EQUIDISTANT FROM THE WATER MAIN. WHERE A WATER MAIN CROSSES UNDER A SEWER, PROVIDE ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. MAINTAIN A 2-FOOT VERTICAL SEPARATION BETWEEN WATERLINES AND ANY EXISTING OR PROPOSED STORM SEWERS, RAW WATER LINES, PETROLEUM PRODUCT LINES, NATURAL GAS LINES, AND OTHER BURIED
UTILITY LINES.
ENGINEERING
ENGINEERING
ANDREW BANTA, P.E.
INDIAN HEALTH SERVICE
1800 ALLIGATOR TRAIL
OKMULGEE, OK 74447
TELE: 918-586-8410
EMAIL: andrew.banta@ihs.gov
08/08/2025
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PUBLIC LAW 86-121
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BIXBY, OKLAHOMA
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WATERLINE REPLACEMENT
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OKMULGEE FIELD
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1800 ALLIGATOR TRAIL OKMULGEE, OK 74447 (918) 756 - 8571
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EXISTING 2" WATERLINE
EXISTING FIRE HYDRANT
EXISTING 2" WATERLINE
STA:2+00.00 WATERLINE
N:343767.7844 E:2615411.8579 1 - 8"x2" TAPPED CAP
1 - 2" BRASS CORP STOP
1 - CONNECT TO EXISTING 2" WATERLINE
STA:0+00.00 WATERLINE
N:343567.8231 E:2615415.7912 1 - REMOVE 8"x2" REDUCER
1 - CONNECT TO EXISTING 8" WATERLINE
1 - 8"x8" SOLID SLEEVE COUPLING
EXISTING FIRE HYDRANT EXISTING 8" WATERLINE
GATED ENTRY FOR CONSTRUCTION
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GENERAL NOTE
CONTRACTOR TO RECONNECT EXISTING 2" GRAY
IPS PVC WATERLINE USING 2" SCH40 PVC WITH
MECH. RESTRAINED FITTINGS AND 2" GATE VALVE
BENCHMARK 1
ELEV: 604.04
N: 342862.1100 E: 2615438.4260
08/08/2025
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(EAST LINE OF SECTION 28)
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DRIVEWAY
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PROPERTY OWNER: EDWARDS, JEFFERY NEIL & JENNIFER
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PROPERTY OWNER: HENSHAW, JOEL SHANNON & MEGAN ELAINE
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DRIVEWAY
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PROPERTY OWNER: MBAR7 CONSTRUCTION LLC
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PROPERTY OWNER: CAGLE, CHARLES ANTHONY REV LIVING TRUST
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PROPERTY OWNER: BROCK, BARBARA SUE THE WOODLANDS
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24.75' STATUTORY ROW
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50' TULSA COUNTY EASEMENT
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24.75' STATUTORY ROW
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SOUTH 145TH EAST AVENUE
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PROPERTY OWNER: PARKHILL, ROY FREDRICK REV TRUST
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HEALTH & ENGINEERING
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CHECKED BY:
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PUBLIC LAW 86-121
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SHEET
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OF
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BIXBY, OKLAHOMA
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WATERLINE REPLACEMENT
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OK-24-F94
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D. BARNES
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A. BANTA
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OKMULGEE FIELD
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1800 ALLIGATOR TRAIL OKMULGEE, OK 74447 (918) 756 - 8571
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WATERLINE PROFILE
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EXISTING GRADE
8" PVC C900 DR14
200.00LF
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EXISTING WATERLINE
2" PVC GRAY IPS
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HORZ: 1" = 40'
08/08/2025
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PUBLIC LAW 86-121
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OF
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BIXBY, OKLAHOMA
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WATERLINE REPLACEMENT
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OK-24-F94
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D. BARNES
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A. BANTA
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A. BANTA
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A. BANTA
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OKMULGEE FIELD
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1800 ALLIGATOR TRAIL OKMULGEE, OK 74447 (918) 756 - 8571
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NATIVE SOIL BACKFILL
#12 COATED COPPER TRACER WIRE
PROPOSED 8" PVC WATER LINE
IMPORTED BACKFILL
CLEAN SAND
TEMPORARY BLOW-OFF CONNECTION DETAIL
NTS
24" x 24" x 2" CONCRETE
PAD FOR THRUST BLOCK
2" SCH40 PVC BALL VALVE
(2) 6' TEE POST FOR BRACING
TO REMAIN IN PLACE
EXISTING GRADE
8" x 2" TAPPED CAP WITH
THREADED OUTLET W/ MECH
RESTRAINTS
2" SCH40 PVC ELBOW THREADED OUTLET FOR
FLUSHING & SAMPLING
2" BRASS
CORPORTATION
STOP
NOTE:
TEMPORARY BLOW-OFF ASSEMBLY ONLY FOR FLUSHING
AND TESTING LINE - TO BE REMOVED PRIOR TO
CONNECTION TO EXISTING 2" PVC WL
GATE VALVE & CONNECTION TO EXISTING SYSTEM DETAIL
NTS
EXISTING 2" GRAY IPS PVC LINE -
ABANDON-IN-PLACE
2" GATE VALVE W/ MIDCO
RESTRAINTS
TWO-PIECE ADJUSTABLE
VALVE BOX
24" x 24" x 2" CONCRETE BLOCK
UNDISTURBED SOIL
EXISTING 2" GRAY IPS PVC LINE -
RECONNECT
CONCRETE THRUST BLOCK
CAST-IN-PLACE
6" MIN.
6" MIN.
2" MYLAR WARNING TAPE
"WARNING - WATER LINE BELOW"
CROWN TRENCH NO MORE THAN 3" ABOVE EXISTING
GRADE
PIPE BEDDING DETAIL
NTS
8" PIPE COUPLING DETAIL
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8" SOLID SLEEVE COUPLING WITH JOINT RESTRAINTS
EXISTING PIPING
PROPOSED PVC PIPING
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DETAILS SHEET
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NTS
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INIT.
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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CHECKED BY:
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DRAWN BY:
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APPROVED BY:
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PUBLIC LAW 86-121
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SHEET
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OF
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BIXBY, OKLAHOMA
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WATERLINE REPLACEMENT
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OK-24-F94
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D. BARNES
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A. BANTA
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A. BANTA
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A. BANTA
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MYERS & PAXTON WLX
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OKMULGEE FIELD
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1800 ALLIGATOR TRAIL OKMULGEE, OK 74447 (918) 756 - 8571
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WL05
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1ST SUBMITTAL
DLB
| Sheets and Views |
| WL01 Cover Sheet |
| WL02 General Notes |
| WL03 Waterline Plan |
| WL04 Waterline Profile |
| WL05 Details Sheet |
| Myers_Paxton WLX_Cover Sheet-Cover Sheet.pdf |
| Sheets and Views |
| Cover Sheet |
File details come from the government source that posted it. Updated .