1-304 Highway Permit-KDOT PERMIT - 151st Water Main.pdf

500 North Hendricks Hutchinson, KS 67501

Phone: 620-663-3361 Fax: 620-663-1804 kdot#publicinfo@ks.gov http://www.ksdot.org

Laura Kelly, Governor

July 10, 2025

Attached is your approved copy of the above referenced Highway Permit granting permission to Construction of a City of Wichita 12" Water Main with 24" casing crossing US 54. This permit expires 1/6/2026.

City of Wichita 455 N Main, 7th Floor, Wichtia, KS 67202

Dear Sir/Madam:

Date: 7/10/2025 10:03 AM Barry Santee District Coordinator

Highway Permit 5-2025-0861 Route US-54 400 SEDGWICK County

Once you have downloaded your permit, please notify our Utilities Coordinator, "Nate Stahly" using our Kansas Utilities Permit System at least one working day prior to starting any work on the highway so that arrangements can be made for the necessary inspection.

When you commence the work authorized by this permit, it will signify that you agree to any and all changes, additions and/or stipulations made to the original request and attachments. Contractors performing the work will be advised of the requirement to ensure work conforms to this permit. The work performed on the KDOT right of way will be strictly in accordance with this approved permit. Deviation from this permit with attachments (unless approved by KDOT prior to construction) will be cause for non-acceptance of the work and remedial action.

When you have completed all work connected with this permit, please let them know so that the permit can be released.

Yours Truly, Nick Squires, P.E., District Engineer

Attachment c: File Dale Kirmer – via email Nate Stahly – via email Barry Santee – via email

District 5

Calvin E. Reed, P.E., Secretary

Nick Squires, P.E., District Engineer

THIS AGREEMENT, made and entered into, between the Secretary of Transportation of the State of Kansas, referred to as

“Secretary” and

KANSAS DEPARTMENT OF TRANSPORTATION

Bureau of Maintenance

HIGHWAY PERMIT

USE OF RIGHT OF WAY

Route US-54 400

Co. SEDGWICK

City N/A

316-268-4043

City of Wichita

Name of Firm or Individual)

316-268-4632

(Tel. No.)

N/A

455 N Main, 7th Floor , Wichtia KS 67202

Address referred to as “Petitioner” and the City of, City Name or N/A

, referred to as “City”.

Secretary has jurisdiction over highway right-of-ways within the State Highway System of Kansas, and

Secretary (and City) believe it is in the interest of the Citizens of the State of Kansas to permit certain work or projects to be performed upon Highway right-of-ways, and

Petitioner requests permission and authority from Secretary (and City) to perform certain work, described as follows:

Construction of a City of Wichita 12" Water Main with 24" casing crossing US 54

Said work is located on public right-of-way in, upon or along State Highway Route US-54 400 , Reference Point 206.73

(or City Connecting Link Route N/A RangeUS-54 on St. in Sec. TWP

Secretary has delegated full and complete authority to the District Engineers of the Kansas Department of Transportation (KDOT) to execute Highway Permit Agreements, referred to as “Permits,” for and on Secretary’s behalf.

In consideration of the permission granted by the Secretary (and City) to utilize Highway right-of-way(s) in the manner described above, the following terms and conditions are mutually agreed to by the Petitioner, the Secretary (and the City).

1.0 PLANS: Petitioner shall furnish two (2) sets of comprehensive plan sets or detailed drawings 11” x 17”, and/or electronic pdf copy of the proposed work. Sketches, cut sheets, and/or documentation may be submitted on 8 1/2" x 11".

1.1 Plans for utility installations must include a description of the size, type, and method of installation for the proposed Facilities to be located within highway right-of-ways, and adequate detailed drawings indicating the location of the proposed installation with respect to the traveled way of the highway, the right-of-way lines and, where applicable, the control of access lines,

1.2 An accurate “As Built” Construction Plan shall be provided for deviation from the approved Plan.

2.0 MATERIAL AND METHODS: All requests to perform work in, upon or along Highway right-of-ways must be approved by the District Engineer (and City).

In Cities, Petitioner will obtain additional Permits, as required by City.

2.1 The Petitioner shall furnish all material, do all work and pay all costs for the work described on this Permit,

2.2 All utility installations shall comply with the conditions and applicable requirements of the KDOT Utility Accommodation Policy, current edition, which is incorporated by reference in its entirety (and City standards when they exceed those of KDOT).

2.3 Drainage structure requirements shall be determined by Petitioner, but requirements are subject to review and approval by the District Engineer (and City).

2.4 All materials and construction methods used on work within the limits of the right-of-way shall meet or exceed the requirements of the “Standard Specifications for State Road and Bridge Construction,” current edition. The Standard Specifications are available at www.ksdot.org.

3.0 INITIATION AND COMPLETION OF WORK: Petitioner agrees to notify the District Engineer (and City) or their duly authorized KDOT representative Kansas Dept. of Transportation,3167441271 Nate.Stahly@ks.gov before work is initiated and again when the work is completed.

3.1 An approved signed copy of this Permit shall be on the premises at the start and during the period any work is performed.

Emergency Contact Shawn Mellies

County,SEDGWICK Miles (direction) from (Jct. or county line) and

Point # Label Latitude Longitude Main Line Mile Point Offset

WAT

1 37.66446 -97.50893 087U0005400S0 206.73 94.33

2 37.66392 -97.50893 087U0005400S0 206.73 105.59

Details: crossing = "Crossing", willCasingBeUsed = "Y", relocate = "N", abandonment = "N", temporary = "N", lineType = "Transmission", pipeMaterial = "PVC", pipeDiameter = "16", pipeWallThickness = "1.455, SDR (11), Schedule 80", linePressure = "100", operatingPressure = "60", jointType = "Restrained Joint", shutoffValve1 = "North end of the crossing", shutoffValve2 = "South end of the crossing", lengthOfInstallation = "300", depth = "108", installationMethod = "Bore", casingDiameter = "24", casingMaterial = "Steel", casingWallThickness = "0.375", crossRouteCasing = "Y", buriedVaults = "N", controlledAccessRoute = "Outside of KDOT right-of-way (Controlled Access Route)

Emergency Phone

Notifying the appropriate KDOT representative at least 1 day prior to starting work on the highway right of way is MANDATORY. Work encountered without prior notification will be shut down and right of way vacated.

*** Permit may be REVOKED. ***

Permit 5-2025-0861

3.2 All-work, including right-of-way restoration, shall be completed within 180 calendar days of APPROVAL DATE, otherwise this Permit is rescinded. If work has not been started within the completion time, this Permit becomes null and void.

4.0 INSPECTION: Petitioner will be responsible for supervising construction to insure compliance with KDOT (and City) policies and standards.

5.0 ACCEPTANCE: KDOT will be responsible for acceptance of restored right-of-way.

6.0 RIGHT-OF-WAY: Except for authorized changes, Petitioner shall restore the right-of-way to a condition equal to or better than existed prior to approval of the work described on this Permit.

6.1 Any sod, shrubs or trees destroyed by this work shall be replaced as directed by the District Engineer (and City).

6.2 The right-of-way shall be kept free from parking, advertising signs or any other commercial activity.

7.0 OBSTRUCTION OF TRAFFIC: Petitioner shall ensure highway (and connecting link) traffic will be free of interference unless specifically provided for as a part of this Permit. All temporary traffic control devices and their installation and maintenance shall comply with the latest edition of the Manual on UniformTraffic Control Devices (MUTCD for streets and highways which has been adopted by the Secretary). Whenever the temporary Traffic Control Standards conflict with the MUTCD, the Standards shall govern. Workers shall wear approved safety vests according to 23 CFR Part 634, Worker Visibility.

8.0 MAINTENANCE: All utility installations shall be maintained or caused to be maintained by Petitioner.

9.0 PERMIT REVOCATION: In lieu of bond, Secretary may revoke the permit and remove any work performed. The Petitioner shall reimburse the Secretary for any cost incurred by Secretary to restore the right-of-way. The Secretary will not authorize any other highway permits until Petitioner has either reimbursed Secretary or restored the right-of-way.

10.1 LIABILITY: Petitioner shall indemnify and hold harmless Secretary from personal injury and property damage claims arising out of any act or omission of Petitioner. If Secretary defends a third party’s claim, the Petitioner shall indemnify Secretary for personal injury damages, property damages and related expenses Secretary incurs arising out of Petitioner’s act or omission. For purposes of this provision, the term Petitioner includes Petitioner’s employees, agents, subcontractors (at any tier), suppliers (at any tier), successors, and assigns.

10.2 INSURANCE: Liability Insurance. Petitioner shall carry “General Liability” insurance under an occurrence policy that has a minimum combined single limit of $2,000,000 for personal injury and property damage and that contains the following coverage: Comprehensive Form, Premises-Operation, Underground Hazard, Products/Completed Operations Hazard, Contractual Insurance, Broad form Property Damage, Independent Contractors, and Personal Injury. Worker’s Compensation: Petitioner shall carry “Worker’s Compensation and Employer’s Liability” insurance that complies with Kansas Statute. Automobile Liability:

Petitioner shall carry “Automobile Liability” insurance under an occurrence policy that has a minimum combined single limit of $1,000,000.00 for personal injury and property damage and that contains the following coverage: Comprehensive Form, Owned, Hired, and Non-Owned.

10.3 “Certificate of Insurance”. This permit shall not take effect unless Petitioner provides Secretary a "Certificates of Insurance" confirming Petitioner carries insurance in the amounts and type this section requires. Petitioner shall obtain insurance only from insurers on the approved Federal Treasury List and authorized by the Kansas Commissioner of Insurance. The “Certificates of Insurance” shall include a clause requiring the insurer to notify Secretary thirty (30) calendar days in advance of cancellation of the insurance contracts.

10.4 Petitioner shall maintain the insurance required in Section 10.1 until the District Engineer releases the Petitioner from any Permit obligation.

11.0 DAMAGE TO UTILITIES: KDOT shall not be liable for damage to any utility not installed in the location authorized by any permit or agreement issued pursuant to the Utility Accommodation Policy.

12.1 PIPELINE LIABILITY: For attachments to bridges or other structures and for roadway crossings of PIPELINES CARRYING PETROLEUM, HAZARDOUS AND/OR CORROSIVE PRODUCTS, Petitioner shall solely assume all risk and liability for accidents and damages that may occur to persons, property or natural resources by reason of the operation of the pipeline attached to said bridge, structure or crossing of roadway.

12.2 Petitioner shall maintain the insurance required in Section 9.0 for as long as the pipeline remains attached to the bridge or other structure or for as long as the pipeline crosses the roadway. The insurance contract shall cover claims for such length of time as the law permits such claims.

13.0 ENVIRONMENTAL LIABILITY AND INDEMNIFICATION: Petitioner shall comply with all applicable federal, state, and local statutes, regulations and ordinances relating to environmental protection, and health and safety in Petitioner's acts on, or occupation of, the Highway right-of-way(s). Petitioner assumes all risk and liability for, or resulting from, any environmental condition on, at, or leaving the Highway(s) caused by or arising out of Petitioner's, or its agents' or contractors' acts, omissions, or occupation, in whole or in part, of the Highway right-of-way(s). Petitioner shall hold harmless and indemnify the Secretary against all liability, cost, expense, and fines incurred by or levied against the Secretary under any federal, state or local environmental law, regulation, or ordinance resulting from Petitioner's breach of this paragraph or as a result of Petitioner's acts or occupation of the Highway right-of-way(s) pursuant to this Permit. For purpose of this provision, the term Petitioner includes Petitioner's employees, agents, subcontractors (at any tier), suppliers (at any tier), successors and assigns.

14.0 HIGHWAY IMPROVEMENTS AND/OR MAINTENANCE: If Secretary makes any alteration or improvement along or upon the highway right-of-way which is the subject of this Permit, Petitioner shall hold Secretary harmless for any and all damage or injury to Petitioner’s Facilities, whether finished or unfinished, as well as damage or injury to Petitioner’s equipment, materials, employees, agents or contractees. Petitioner shall conduct all work approved on this permit in such a manner as not to interfere with construction or other work being performed by the KDOT (or City) or its contractors in the vicinity of Petitioner’s work or project.

14.1 Within a reasonable time after receiving written notice from Secretary that Petitioner's Facilities are in conflict with KDOT's new construction or major maintenance operations, Petitioner shall alter, change location or move their construction work or Facilities without cost or expense to the Secretary. If Petitioner fails to relocate their Facilities within a reasonable time, KDOT may move the Facilities. Except for Rural Water Districts meeting the requirements of K.S. A. 68-415(c), Petitioner shall reimburse KDOT for the costs of relocating the Facilities upon receipt of an itemized statement. (See, K.S.A. 68- 415). Petitioner shall reimburse KDOT for any construction costs, claims or expenses KDOT incurs as a result of Petitioners failure to timely relocate the Facilities.

14.2 Written notice will not be required for KDOT's normal maintenance.

15.0 ABANDONED OR RETIRED IN PLACE: Petitioner shall notify Secretary when the Facilities will be abandoned or retired in place and shall submit a plan for abandonment or retirement in place to the District Engineer or designee for review and approval. Petitioner shall remove or abandon the Facilities in place in accordance with the approve plan. Petitioner shall pay all costs associated with removal of abandoned or retired in place upon highway right-of-way Facilities.

This Permit is hereby accepted and its provisions agreed to by the Parties.

Petitioner

Date

7/9/2025 11:37 AM

Printed Name and Title

Eric Glover

Signature

Email

EJGlover@GarverUSA.com

Cell/Mobile NumberPhone Number

3164523867

Area Engineer

Date

7/10/2025 9:50 AM

Printed Name and Title

Nate Stahly (Utility Coordinator) sign for Area Engineer

Signature

SECRETARY OF TRANSPORTATION OF THE STATE OF

KANSAS

Date

7/10/2025 10:02 AM

Printed Name and Title

Barry Santee (District Coordinator) sign for District Engineer

Signature

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JAN 2025

PLANS PREPARED BY

(IN FEET)

0 100' 200' 400' 600'

GARVER

1995 Midfield Road Wichita, KS 67209

(316) 264-8008 www.GarverUSA.com Project No. T41-240143

NOTE: All coordinates listed are modified NAD83 Kansas State Plane Zone South unless otherwise noted. To convert listed coordinates to NAD83 Kansas State Plane Zone South coordinates multiply the northing and easting by the project scale factor of .

Elevation datum is NAVD88 Geoid 12B unless otherwise noted.

0.99991143

PLAN SET REVIEWED BY GARVER

SIGNATURE DATE

Benchmarks BENCHMARK #1: CHISELED "x" ON THE SOUTHWEST

CORNER OF THE TRAFFIC SIGNAL CONCRETE BASE

APPROX. 42' NORTH & 45' EAST OF THE

NORTHEAST CORNER OF SEC. 34, T27S, R2W.

ELEVATION = 1399.26 (NAVD88, G18)

BENCHMARK #2: CHISELED "x" ON THE SOUTHEAST

CORNER OF THE TRAFFIC SIGNAL CONCRETE BASE

APPROX. 29' NORTH & 55' WEST OF THE

NORTHEAST CORNER OF SEC. 34, T27S, R2W.

ELEVATION = 1406.92 (NAVD88, G18)

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LINE 1

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PROJECT

LOCATION

151ST AND US 54

12" WATER MAIN

Paul Gunzelman, P.E. , City Engineer Project Number:448-2024-029153

Org Code Number: 54250125 Munis Number: W5025 to serve

CITY OF WICHITA, KANSAS

Vicinity Map

Sheet List Table Sheet Number Sheet Title Sheet Number

1 TITLESHEET 1

2 GENERAL NOTES 2

3 ASSEMBLY DETAILS 3

4 WATER LINE 1 - (1) 4

5 WATER LINE 1 - (2) 5

6 WATER LINE 1 - (3) 6

7 WATER LINE 1 - (4) 7

8 COORDINATE MAP 8

9 EROSION CONTROL PLAN 9

10 SILT FENCE DITCH CHECK AND BARRIER DETAILS 10

11 STRAW BALE DITCH CHECK AND BARRIER DETAILS 11

12 STREET IMPROVEMENT PROJECTS 12

13 SUBDIVISION DEVELOPMENT PROCESS 13

14 BACK CURB & CONST. ENTRANCE DETAILS 14

UNPLATTED

AUBURN HILLS 5TH

ADDITION

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GENERAL NOTES:

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GENERAL

NOTES

DRAWN BY:

DATE:

JOB NO.:

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THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

© 2025 GARVER, LLC

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1995 Midfield Road Wichita, KS 67209

(316) 264-8008

TEMPORARY SEEDING

TEMPORARY SEED NOTES

1. TEMPORARY SEEDING SHALL BE INSTALLED AS TEMPORARY COVER AFTER GRADING AND/OR CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED IN AN AREA OF THE PROJECT. TEMPORARY SEED SHALL BE INSTALLED WHEN:

1.1. CONSTRUCTION ACTIVITY WILL CEASE FOR AT LEAST 28 DAYS; OR

1.2. WITHIN 21 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA; OR,

1.3. WHEN PERMANENT SEEDING CANNOT TAKE PLACE WITHIN THE SPECIFIED PLANTING WINDOW.

2. TEMPORARY SEEDING SHALL BE PLACED VIA APPROPRIATE SEED DRILL. THE TEMPORARY SEED MIX IS AS FOLLOWS:

ANNUAL RYE 20#/ ACRE

3. TEMPORARY SEED MAY BE PLACED ANY TIME DURING CONSTRUCTION.

4. PROTECT SEEDED AREAS FROM EROSION BY SPREADING WEED-FREE STRAW MULCH TO FORM A CONTINUOUS BLANKET

1-1/2” LOOSE DEPTH AND CRIMP IN TO SOIL BY SUITABLE METHODS.

5. DO NOT SEED OR WORK SOIL WHEN THERE IS STANDING OR RUNNING WATER PRESENT IN DISTURBED AREAS.

6. SEEDING PROCESS: REFER TO SEEDING NOTES.

1. The Contractor shall comply with all applicable safety regulations. All construction shall be completed following current City Standard Specifications and Special Provisions.

2. Contractor will be required to provide notice to utility companies a minimum of seventy-two (72) hours prior to any excavation, as follows:

Kansas One-Call 687-2470

The Contractor must notify the following in case of an emergency:

AT&T 1-800-246-8464

City of Goddard Water & Sewer Dept. 1-316-794-2401 Black Hills Energy 1-800-694-8989 City of Wichita Water & Sewer Dept. 1-316-219-8921 City of Wichita Stormwater 1-316-268-4090 City of Wichita Traffic 1-316-268-4034 Cox Communications 1-888-249-3530 Evergy 1-800-544-4857

ONEOK 1-888-482-4950

Sedgwick County Electric Cooperative 1-866-542-4732

3. Utility service lines, poles, etc. are to be adjusted as necessary by others prior to construction unless the plans specifically call for their adjustment by the Contractor or unless the plans specifically identify a utility to be adjusted by its owner during construction. Existing utilities and their location, as shown on the plans, represent the best information obtainable for design.

The Contractor will be required to work around existing utilities within the right-of-way which do not conflict with proposed construction.

4. Rubble from the removal of miscellaneous structures and excess excavation which is to be wasted shall be disposed of on sites to be provided by the Contractor. These sites shall be approved by the Engineer as to suitability, appearance and site location. Locations, in the opinion of the Engineer, that will leave an unsightly appearance will not be approved. All disposal sites must be approved by the Kansas Department of Health and Environment. Material either stockpiled or disposed of in a flood plain will require a Kansas State Board of Agriculture permit. Any material dumped in waters of the United States or wetlands is subject to U.S. Corps. of Engineers permitting regulations. Any material buried or stockpiled beyond approved construction limits will require additional archaeological investigations unless buried in a previously approved borrow location.

5. Trees and shrubs in public right-of-way which are in direct conflict with proposed new construction shall be removed by the Contractor with the Engineer's approval. Trees and shrubs which are not in direct conflict with proposed new construction shall be saved and protected from damage.

6. The Contractor shall give all property owners and/or tenants of developed property abutting the construction of this project a minimum of ten (10) days notice prior to start of construction.

7. The Contractor shall be responsible for preserving property irons. The Contractor will be required to re-establish any property irons which are damaged or destroyed by his construction operations. Such irons shall be re-established by a licensed land surveyor in accordance with state laws.

8. The Engineering Division shall field locate water valves one time during construction when requested by the Contractor. It shall be the Contractor's responsibility to preserve such field locations during the construction process. Water valves, valve boxes or fire hydrants damaged during construction shall be repaired by Contractor at his own expense. Valve boxes and water meters within the project limits shall be adjusted to match final grades by the Contractor.

9. If traffic will be impacted by construction, a traffic control plan must be submitted and approved by the City Traffic Engineer, at traffic@wichita.gov before construction can begin. The Contractor shall be responsible for all traffic control measures to facilitate construction. All construction zone markings and signage shall conform to the latest version of the Manual on Uniform Traffic Control Devices (MUTCD) as published by the US Dept. of Transportation, Federal Highway Administration. All costs associated with construction markings and signage shall be the Contractors responsibly.

10. All elevations shown are NAVD 88.

11. All areas disturbed during construction that will not be under proposed pavement shall be restored to match existing conditions.

12. Opening and closing of water valves shall be done slowly to prevent damage to the water distributions system from water hammer. All valves closed by the contractor must be reopened as new construction permits. The project inspector must ascertain that any valve closed by the Contractor is reopened.

The contractor will be permitted to operate water valves only when the project inspector assigned to the project is present.

13. The Contractor shall install a Tracer Wire and Set Test Stations along all water pipe installed in accordance with City Specifications and Tracer Wire Detail on detail sheet WL-101, cost is subsidiary to pipe installation.

14. The contractor shall provide materials for temporary blowoff of waterlines. Connections to the existing waterline(s) shall be made with clean, swabbed pipe and flushed upon completion of tie-ins.

15. Requests for short term water interruptions shall be made to the City Water Distribution Division and will be subject to their approval. The Contractor shall give written notice to any property owner, business, and/or tenants that will have water service interrupted at least 5 days in advance. Such notifications should indicate the time and date that the water will be turned off and when the service will be restored. No business, property owner, and/or tenants shall be without water service for more than 8 hours. Proposed tie in locations which will affect water service to property owners shall be preformed during non-peak hours.

16. The Contractor must schedule the connections to the existing main with the City such that there is a minimum disruption of service. Connections shall be made during periods of low water usage. The Contractor shall submit his proposed schedule for completing work for City approval at least 10 days prior to beginning construction.

17. Deflections at pipe joint or couplings shall not exceed the pipe manufactures recommended maximum. Where deflections are greater than the maximum allowed, the contractor shall utilize fittings.

18. Any existing joint exposed during excavation shall be replaced if within four feet of proposed water main joint.

19. Valves 12 inch and larger are to be operated by the City Water Distribution Division, 48 hours of advance notice is required with the water Dispatch at 316-219-8921.

20. The Contractor shall protect from damage and support existing utilities through construction as approved by the utility owner and the Engineer at the contractors expense.

21. Contractor shall limit the extent of trench openings overnight and weekends to less than 50 feet.

22. Maintain a minimum of 10-foot horizontal separation between all water lines (mains, services, and fire hydrants) and all sanitary sewer lines (main, services, and manholes). All separation distances are to be measured from edge-to-edge, at the closest point.

23. Maintain a minimum of 2-foot vertical separation between all water lines (main and services) and all gravity sanitary sewer lines (mains, services, and manholes) at crossings. All separation distances are to be measured from edge-to-edge, at the closest point.

24. Maintain a minimum of 2-foot vertical separation between all water lines (mains and services) and all pressurized sanitary sewer lines (force mains and services) at crossings. Waterlines must always be placed above pressurized sanitary sewer lines where they cross. All separation distances are to be measured from edge-to-edge, at the closest point.

25. Permanent seeding on all developed properties on this project.

Seeding for all other areas on this project shall be temporary.

See this sheet for details.

PERMANENT SEEDING (COOL SEASON GRASS)

1. PERMANENT SEEDING WITH THE FESCUE MIX SHALL BE INSTALLED AT THE COMPLETION OF CONSTRUCTION ACTIVITIES

IN COORDINATION WITH PERMANENT EROSION CONTROL BMPs, AS DEFINED IN THE NOTES IN THIS SECTION, WITHIN THE

PLANS AND SPECIFICATIONS.

2. FESCUE MIX SHALL BE KANSAS PREMIUM FESCUE BLEND SEED CONTAINING LOCALLY AVAILABLE VARIETIES. SEED AT A RATE OF 8 TO 10 LBS/ 1000 S.F. FOR NEW INSTALLATIONS OR 4 TO 6 LBS/ 1000 S.F. FOR OVERSEEDING/ REPAIR.

3. APPLY 10-20-10 FERTILIZER AT A RATE OF 40 LBS/ ACRE.

4. PERMANENT SEEDING SHALL BE DONE OCTOBER 15- JUNE 1.

5. COOL SEASON GRASS MIX SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. LANDSCAPE CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH DEALER'S GUARANTEED STATEMENT OF COMPOSITION OF MIXTURE AND

PERCENTAGE OF PURITY AND GERMINATION OF SEED USED.

6. SEEDING PROCESS: REFER TO SEEDING NOTES.

1. SEEDING

1.1. TIME OF SEEDING. THE TWO GENERAL SEEDING SEASONS SHALL BE AS

DEFINED FOR TEMPORARY AND PERMANENT SEEDING. THE

PERMISSIBLE SEEDING PERIODS FOR VARIOUS SEEDS MAY BE

EXTENDED A FEW DAYS IN SPECIAL CASES WHEN MULCHING IS

SPECIFIED TO FOLLOW THE DRILLING OF SEEDS AND FERTILIZER.

1.2. THE ENGINEER RESERVES THE RIGHT TO DELAY THE DRILLING OR

SEEDING OF ANY SEEDS OR TO VARY THE PERMISSIBLE SEEDING

SEASONS LISTED ABOVE DUE TO WEATHER OR SOIL CONDITIONS OR

FOR OTHER CAUSES.

1.3. SEED APPLICATION. SEEDS SHALL BE UNIFORMLY DISTRIBUTED WITH

ACCEPTABLE DRILLS, HYDRAULIC SLURRY, OR OTHER EQUIPMENT

APPROVED BY THE ENGINEER. BROADCASTING WITH A STANDARD

GRASS SEEDER WILL BE REQUIRED ON AREAS WHERE IT IS IMPOSSIBLE

TO OPERATE A DRILL AND THIS METHOD MAY ALSO BE REQUIRED FOR

CERTAIN SMALL SEEDS.

1.4. WHEN A STANDARD DRILL WITH FERTILIZER ATTACHMENT IS USED,

CERTAIN MIXED SEEDS MAY BE PLACED IN THE SEED BOX AND THE

FERTILIZER PLACED IN THE FERTILIZER COMPARTMENT. BOTH MAY BE

APPLIED DURING ONE (1) OPERATION, UNLESS NOTES ON THE PLANS

REQUIRE SEPARATE APPLICATIONS. FERTILIZER MAY BE DRILLED INTO

THE SOIL OR APPLIED BY HYDRAULIC-SLURRY. BROADCASTING

FERTILIZERS IS PERMISSIBLE ON ROUGH, ROCKY SLOPES WHERE

DRILLS CANNOT OPERATE.

1.5. ALL DRILLS SHALL BE FULLY ADJUSTABLE SO THAT THEY WILL DELIVER

THE SEEDS AND FERTILIZER AT THE RATES SPECIFIED ON THE PLANS

OR ORDERED BY THE ENGINEER. DRILLS THAT ARE IN POOR REPAIR OR

THAT DO NOT DELIVER THE SEEDS AND FERTILIZER UNIFORMLY IN

EACH DRILL FURROW, SHALL NOT BE USED. DRILLS SHALL BE

ADJUSTABLE SO THAT THE SEEDS CAN BE PLANTED AND COVERED A

MAXIMUM DEPTH OF 1/2 INCH.

1.6. MOST OF THE SEEDS SHOULD BE DRILLED ABOUT ONE-HALF (1/2) INCH

DEEP IN A WELL- PREPARED AND FIRM SEEDBED. WHEN THE

FERTILIZING AND SEEDING OPERATIONS START ON AN AREA, THAT

AREA SHALL BE COMPLETED AS SOON AS POSSIBLE. NO SEEDING

SHALL BE DONE DURING WINDY WEATHER OR WHEN THE GROUND IS

WET OR OTHERWISE NON-TILLABLE. THE GRASS SEED SHALL THEN BE

COVERED, USING A FLEXIBLE TOOTHED WEEDER OR OTHER SUITABLE

EQUIPMENT. AS SOON AS THIS COVERING OPERATION HAS BEEN

COMPLETED, THE SEEDED AREA SHALL BE ROLLED AGAIN WITH THE

CULTI-PACKER, THE CULTI-PACKER BEING RUN OVER THE AREA ONLY

ONCE PARALLEL WITH THE CONTOURS OF THE GROUND.

T41-240143

WL-101

STANDARD

WATER ASSEMBLY

DETAIL

GARY JANZEN, P.E.

CITY HALL - SEVENTH FLOOR

CITY ENGINEER'S OFFICE

455 NORTH MAIN STREET

WICHITA, KANSAS 67202-1620

(316) 268-4501

PUBLIC WORKS UTILITIES&

ENGINEERING DIVISION

O FC I T Y

AutoCAD SHX Text

THRUST AT VALVES

AutoCAD SHX Text

(MIN.)

AutoCAD SHX Text 1" Metallic/Polypropylene "Condulet" Box

AutoCAD SHX Text Valve Box (Typ.)

AutoCAD SHX Text 1" Conduit

AutoCAD SHX Text Level With Hydt. Flg.

AutoCAD SHX Text 2" Flush Style

AutoCAD SHX Text 18" Min.

AutoCAD SHX Text 15" Min.

AutoCAD SHX Text Adjacent to Valve Box

AutoCAD SHX Text Proposed Water Line

AutoCAD SHX Text Tracer Wire

AutoCAD SHX Text Fire Hydrant (Typ.)

AutoCAD SHX Text Tracer Wire

AutoCAD SHX Text Anode

AutoCAD SHX Text Beginning/End of

AutoCAD SHX Text Proposed Waterline

AutoCAD SHX Text 3" Max.

AutoCAD SHX Text

COST IS SUBSIDIARY TO PIPE INSTALLATION

AutoCAD SHX Text

FULL WIDTH OF THE TRENCH

AutoCAD SHX Text

CONCRETE SUPPORT BLOCK SHALL BE

AutoCAD SHX Text

20' OF PIPE (BID WITH PIPE)

AutoCAD SHX Text

1-CIMJ CAP WHEN NECESSARY

AutoCAD SHX Text

1-MJ GATE OR BUTTERFLY VALVE (AS PER PLAN)

AutoCAD SHX Text

1-6" VALVE BOX

AutoCAD SHX Text

2 - #6 REINF. BARS

AutoCAD SHX Text %%uMATERIALS LIST

AutoCAD SHX Text

SAND

AutoCAD SHX Text

ENCASEMENT

AutoCAD SHX Text

20' PIPE

AutoCAD SHX Text in.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SOIL

AutoCAD SHX Text 4"

AutoCAD SHX Text

VALVE

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text

THRUST AT 150

AutoCAD SHX Text 4245 lbs.

AutoCAD SHX Text 7540 lbs.

AutoCAD SHX Text 16965 lbs.

AutoCAD SHX Text 1809 lbs.

AutoCAD SHX Text

CONCRETE SUPPORT BLOCK

AutoCAD SHX Text

UNDISTURBED

AutoCAD SHX Text

(MIN.)

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text 5'

AutoCAD SHX Text 5'

AutoCAD SHX Text

REINF. BARS

AutoCAD SHX Text 2- #6

AutoCAD SHX Text Notes:

AutoCAD SHX Text thrust block.

AutoCAD SHX Text %%uMATERIALS LIST

AutoCAD SHX Text

MJ VALVE

AutoCAD SHX Text

6" VALVE BOX

AutoCAD SHX Text

CI CAP

AutoCAD SHX Text

FULL WIDTH OF THE TRENCH

AutoCAD SHX Text

1-6" VALVE BOX

AutoCAD SHX Text

MJ ANCHOR COUPLING

AutoCAD SHX Text

1-MJ GATE OR BUTTERFLY VALVE (AS PER PLAN)

AutoCAD SHX Text

1-MJ ANCHOR COUPLING (12" OR SMALLER)

AutoCAD SHX Text

CONCRETE SUPPORT BLOCK SHALL BE

AutoCAD SHX Text

3'-0" (MIN.)

AutoCAD SHX Text %%uMATERIALS LIST

AutoCAD SHX Text

2" T HEAD/OPERATING NUT

AutoCAD SHX Text

2" GALV. PIPE (AS REQUIRED)

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"x6" BRASS NIPPLE

AutoCAD SHX Text 1-2"x6" BRASS NIPPLE

AutoCAD SHX Text

1-CIMJ CAP

AutoCAD SHX Text

1-6" VALVE BOX

AutoCAD SHX Text

1-2" GALV. COUPLING

AutoCAD SHX Text

1-GALV. STREET EL.

AutoCAD SHX Text

1-2" IPT VALVE

AutoCAD SHX Text

1-2" GALV. PLUG (HAND TIGHTENED)

AutoCAD SHX Text

2" GALV. STREET EL.

AutoCAD SHX Text

2" GALV. PIPE

AutoCAD SHX Text

2" T HEAD/OPERATING NUT

AutoCAD SHX Text

MJ CAP TAPPED 2"

AutoCAD SHX Text

2" GALV. COUPLING

AutoCAD SHX Text

2" GALV. PLUG

AutoCAD SHX Text

(HAND TIGHTENED)

AutoCAD SHX Text

2" IPT VALVE

AutoCAD SHX Text

4" (OR LARGER) PIPE

AutoCAD SHX Text

1- 6" VALVE BOX

AutoCAD SHX Text

2'- DICL SJ PIPE

AutoCAD SHX Text %%uMATERIALS LIST

AutoCAD SHX Text

CI CAP

AutoCAD SHX Text

2' MAX WHEN

AutoCAD SHX Text

MJ VALVE

AutoCAD SHX Text

6" VALVE BOX

AutoCAD SHX Text

1- MJ GATE OR BUTTERFLY

AutoCAD SHX Text

VALVE (AS PER PLAN)

AutoCAD SHX Text

%%UNOTES

AutoCAD SHX Text x

AutoCAD SHX Text Water Main

AutoCAD SHX Text Trench Bottom

AutoCAD SHX Text Side

AutoCAD SHX Text Operator

AutoCAD SHX Text Brick Pier

AutoCAD SHX Text As Required

AutoCAD SHX Text

1. Concrete Block at Valve to have sufficient bearing

AutoCAD SHX Text in undisturbed soil to prevent thrust movement as

AutoCAD SHX Text shown in table at right. Field Engineer to determine

AutoCAD SHX Text thrust loading of undisturbed soil and final size of

AutoCAD SHX Text

2. The thrust block shall be constructed such that bolts, AutoCAD SHX Text

3. All valves at dead ends and at other locations as

AutoCAD SHX Text called out on the plans shall be blocked as shown here.

AutoCAD SHX Text nuts, and other MJ accessories are kept clear of concrete.

AutoCAD SHX Text

MINIMUM PROTECTIVE FILL SHALL BE PROVIDED

AutoCAD SHX Text

WATER LINE IS LESS THAN 3'.

AutoCAD SHX Text

(COST SUBSIDIARY TO PIPE INSTALLATION)

AutoCAD SHX Text

IN ALL INSTANCES WHERE COVER OVER THE PROP.

AutoCAD SHX Text

1. This detail covers Butterfly Valve installation, inclusive, regardless of type of pipe or joint used. 24" and larger lines to be detailed on plans. 2. 6" Valve Box and Cover required per City of Wichita Std. Specifications. 3. Conc. Support Block to be full width of trench.

AutoCAD SHX Text

CONCRETE SUPPORT BLOCK SHALL BE FULL WIDTH OF THE TRENCH

AutoCAD SHX Text

PIPE DIAMETER ("D")

AutoCAD SHX Text

CONCRETE BLOCKING #

AutoCAD SHX Text

TOP OF PIPE ELEV.

AutoCAD SHX Text L

AutoCAD SHX Text

C OF PIPE ELEV.

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

6" VALVE BOX

AutoCAD SHX Text

MJ GATE VALVE

AutoCAD SHX Text

WEEP HOLE **

AutoCAD SHX Text

NATIVE EARTH/SOIL

AutoCAD SHX Text

BURY LINE ELEV.

AutoCAD SHX Text

6" DICL SJ PIPE

AutoCAD SHX Text

C PIPE ELEV.

AutoCAD SHX Text L

AutoCAD SHX Text 0.29'

AutoCAD SHX Text

PER CITY OF WICHITA SPECIFICATIONS

AutoCAD SHX Text

OF PIPE ELEV.

AutoCAD SHX Text

CONCRETE BLOCKING #

AutoCAD SHX Text

2" MIN. FROM BURY LINE

AutoCAD SHX Text

HYDT. BURY *

AutoCAD SHX Text

TO BOTTOM OF FLANGE

AutoCAD SHX Text

6" ANCHOR COUPLING *

AutoCAD SHX Text L (20' max.)

AutoCAD SHX Text 6" MJ 90° Bend *

AutoCAD SHX Text

6" MJ 90° BEND *

AutoCAD SHX Text

6" DICL PIPE *

AutoCAD SHX Text

1 1/2" DIA. HEAVY STEEL PIPE

AutoCAD SHX Text

1" DIA. COLD ROLLED STEEL OR

AutoCAD SHX Text

EMBEDMENT MATERIAL

AutoCAD SHX Text

STANDARD 2" SQ. VALVE OPERATING NUT

AutoCAD SHX Text

6" VALVE BOX

AutoCAD SHX Text

1/4" STEEL, 5 1/4" DIA.

AutoCAD SHX Text

GRAVEL SHIELD

AutoCAD SHX Text

VARIES AS REQUIRED

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3 / "

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

BASE

AutoCAD SHX Text

3' (MAX)

AutoCAD SHX Text 3"

AutoCAD SHX Text

CI CAP

AutoCAD SHX Text

NOTE: ONE VALVE STEM EXTENSION FOR EACH VALVE BURIED GREATER THAN 5'.

AutoCAD SHX Text SOCKET FROM 1/4" STEEL, 2 3/16" I.D. x 3" DEEP MECHANICALLY SECURED TO VALVE OPERATING NUT OR STEM.

AutoCAD SHX Text

RIVER WASHED PEA GRAVEL **

AutoCAD SHX Text

* IF THE REQUIRED HYDRANT BURY IS IN EXCESS OF 5', BUT LESS THAN 7', CONTRACTOR SHALL USE

AutoCAD SHX Text

STANDARD 5' HYDRANT BURY AND HYDRANT BARREL EXTENSIONS AS NECESSARY. IF THE

AutoCAD SHX Text REQUIRED HYDRANT BURY IS GREATER THAN 7', CONTRACTOR SHALL USE 5' HYDRANT BURY, 2-MJ

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BENDS, 6" ANCHOR COUPLING AND 6" DICL PIPE AS NECESSARY FOR VERTICAL ADJUSTMENT.

AutoCAD SHX Text

THE CONTRACTOR SHALL PROVIDE ADEQUATE THRUST BLOCKING AT HYDRANT AND MEGALUGS,

AutoCAD SHX Text

OR SIMILAR RESTRAINT BETWEEN 90° BENDS TO SECURE ALL FITTINGS DURING TESTING

AutoCAD SHX Text AND OPERATION. THE CONTRACTOR SHALL PROVIDE A VALVE STEM EXTENSION PER DETAIL THIS

AutoCAD SHX Text

SHEET.

AutoCAD SHX Text

** CAUTION:

AutoCAD SHX Text

WEEP

AutoCAD SHX Text

HOLES TO BE KEPT CLEAR DURING CONSTRUCTION AND BACKFILL. CONCRETE FOR

AutoCAD SHX Text THRUST BLOCKING SHALL NOT OBSTRUCT WEEP HOLES. PLACE 1 CUBIC FOOT OF RIVER WASHED

AutoCAD SHX Text

PEA GRAVEL AROUND EACH WEEP HOLE.

AutoCAD SHX Text # CONCRETE THRUST BLOCKING SHALL BE KEPT CLEAR OF BOLTS, NUTS, AND MJ ACCESSORIES.

AutoCAD SHX Text MATERIALS LIST MATERIALS LIST 1- MJ ANCHOR TEE OR TANGENTIAL OUTLET ("D"x 6") 1- 6" MJ GATE VALVE 1- 6" VALVE BOX AND VALVE STEM EXTENSION IF REQUIRED * 6" DICL SJ PIPE (LENGTH VARIABLE) 1- FIRE HYDRANT 1- 6" ANCHOR COUPLING* 2- 90° BENDS* 6" DICL PIPE WITH ADEQUATE JOINT RESTRAINT * CONCRETE BLOCKING (AS REQUIRED) RIVER WASHED PEA GRAVEL (AS REQUIRED)

AutoCAD SHX Text Varies *

AutoCAD SHX Text

JOINT RESTRAINT

AutoCAD SHX Text

MJ ANCHOR TEE, MJ TANGENTIAL OUTLET WITH ANCHOR COUPLING OR TAPPING SLEEVE

AutoCAD SHX Text

PUMPER NOZZLE

AutoCAD SHX Text

WITH CABLE ON

AutoCAD SHX Text

STORZ CONNECTION

AutoCAD SHX Text ## When the City of Wichita makes tap, blocking is to be done by Contractor

AutoCAD SHX Text

ADJACENT TO FITTING

AutoCAD SHX Text (4' min.)

AutoCAD SHX Text

BOTTOM

AutoCAD SHX Text

PROTECTIVE FILL DETAIL

AutoCAD SHX Text

VALVE STEM EXTENSION DETAIL

AutoCAD SHX Text

ANCHORED VALVE ASSEMBLY

AutoCAD SHX Text

CITY TAP

AutoCAD SHX Text Water Main

AutoCAD SHX Text Blocking ##

AutoCAD SHX Text Edge of tap needs to be a minimum 2' from a joint.

AutoCAD SHX Text 7'

AutoCAD SHX Text 4'

AutoCAD SHX Text

2" BLOWOFF ASSEMBLY

AutoCAD SHX Text

ANCHORED VALVE ASSEMBLY, SPECIAL

AutoCAD SHX Text

TRACER WIRE DETAIL

AutoCAD SHX Text

VALVE ASSEMBLY

AutoCAD SHX Text

FIRE HYDRANT ASSEMBLY

AutoCAD SHX Text

CONCRETE SUPPORT BLOCKING FOR

AutoCAD SHX Text

BUTTERFLY VALVE INSTALLATION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

CITY ENGINEER

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

OCA NUMBER

AutoCAD SHX Text Concrete support block

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

SUPPORT BLOCK

AutoCAD SHX Text Concrete

AutoCAD SHX Text support block

AutoCAD SHX Text Anode

AutoCAD SHX Text

6" VALVE BOX

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

CI CAP

AutoCAD SHX Text

REVISED: OCTOBER 2016

AutoCAD SHX Text

ALL HYDRANTS

AutoCAD SHX Text WIRE The tracer wire shall be Blue No. 12 AWG CCS with 45 mil HDPE insulation. To allow for grade adjustment, a minimum of 12" of excess wire shall be coiled at the bottom of the test station for all wires. Wire connectors shall be installed per manufacturer recommendations. Contractor shall attach wire being installed with proposed water main to any tracer wire installed with adjacent waterline projects.

AutoCAD SHX Text TRACER WIRE Conductive type pipe locator/tracer wire shall be install to locate all waterline pipe regardless of pipe material. The wire shall extend the entire length of the proposed pipe. The wire shall be taped to the waterline and pulled with the pipe. A waterproof connector shall be used at splice locations. A complete list of approved tracer wire and waterproof connectors can be found on the City of Wichita's website at www.wichita.gov.

AutoCAD SHX Text TEST STATIONS The test station for fire hydrant application shall be a 1" "condulet" style station as manufactured by AGRA Industries with a removable solid cover having a single lead extending from the face or approved equal. The "conduit" style test station shall be attached to a 1" rigid galvanized conduit with a minimum length of 36" and plastic end bushing. The flush style shall have the word "WATER" stamped or molded into the lid. The test station for valve applications shall be a 2" flush style test station with wire connector on lid. Model # T2PH7B1LP Handley Industries or CD14*TP SnakePit as manufactured by Copperhead Industries or approved equal. The flush style shall have the word "WATER" stamped or molded into the lid. All test stations shall be manufactured using molded blue tops or sufficiently coated with blue enamel paint. The tracer wire and the anode wire shall be install to allow 12" of wire within the test station. The location of all test stations shall be recorded, and shown in the as-built drawings. Flush style test stations shall not be installed in pavement or sidewalk unless approved by the Engineer. Contractor shall extend tracer wire & move flush mount test station to nearest location out of pavement or sidewalk.

AutoCAD SHX Text ANODES The anodes shall be 3 lb. bare zinc or magnesium. The anodes shall be buried at the same elevation as the waterline at each test station. The anodes shall be connected to 12 AWG CCS which shall be extended to the test station.

AutoCAD SHX Text Wire Connector

AutoCAD SHX Text Wire Connector

AutoCAD SHX Text Single wire up to test station

AutoCAD SHX Text Test Station

AutoCAD SHX Text Water Proof

AutoCAD SHX Text Water Proof

Single lead cover

.6

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BORE AND JACK 300.00 L.F.

16" RJ PVC

WITH 24" CASING PIPE

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APPROXIMATE LOCATION OF 16" WATER MAIN

N 1677102.66 E 1599360.25

STA. 13+09.88, WATER LINE 1

1-12" MJ TEE

5.00 L.F. 12" DICL (E)

1-12" CAP (E)

1-12" MJ BUTTERFLY VALVE(W)

VALVE BOX ELEV. 1382.93

N 1677098.32 E 1599115.17

STA. 15+55.00, WATER LINE 1

PVI

N 1677092.21 E 1598770.22

STA. 19+00.00, WATER LINE 1

1-1" AIR RELEASE ASS'Y.

TOP OF VAULT ELEV. 1388.17

345.00 L.F. 12" PVC

324'

46'N 1677407.92 E 1599384.43

STA. 10+05.07, 29.35, LT, WATER LINE 1

1-16" MJ BEND 45° (VERT.)

N 1677412.66 E 1599364.92

STA. 10+00.00, 9.92, LT, WATER LINE 1

1-16" MJ BEND 45° (VERT.)

N 1677412.32 E 1599344.92

STA. 10+00.00, 10.08, RT, WATER LINE 1

1-16" MJ BEND 45° (VERT.)

N 1677406.82 E 1599319.54

STA. 10+05.07, 35.55, RT, WATER LINE 1

1-16" MJ BEND 45° (VERT.)

25.97 L.F. 16" PVC

20.08 L.F. 16" PVC

N 1677412.49 E 1599355.00

STA. 10+00.00, WATER LINE 1 =

STA. 10+00.00 WATER LINE 1, 0.00'

1-16"x12" MJ TEE

1-12" BUTTERFLY VALVE ASS'Y (S)

VALVE BOX ELEV. 1385.01

9.92 L.F. 16" DICL

10.08 L.F. 16" DICL

5.00 L.F. 12" DICL

STA. 10+05.00 TO STA. 13+09.88

BORING AND JACKING 304.88 L.F.

12" RJ PVC WITH 24" CASING

N 1677100.62 E 1599245.15

STA. 14+25.00, WATER LINE 1

1-FIRE HYDRANT ASS'Y. (N)

L = 4'

BURY LINE ELEV. 1383.03

VALVE BOX ELEV.1383.03

1-12" MJ BUTTERFLY VALVE(E)

VALVE BOX ELEV. 1383.03

115.12 L.F. 12" PVC

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DRAWN BY:

DATE:

JOB NO.:

DESIGNED BY:

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BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

© 2025 GARVER, LLC

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1995 Midfield Road Wichita, KS 67209

(316) 264-8008

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4 17

WATER LINE 1

- (1)

LINE 1

UNPLATTED

3 1

EXISTING 16" WATER

EXISTING 36" RCP

EXISTING UNDERGROUND GAS

EXISTING UNDERGROUND TELEPHONE

EXISTING UNDERGROUND ELECTRIC

EXISTING 18" RCP

EXISTING UNDERGROUND CABLE TV

EXISTING UNDERGROUND FIBER OPTIC

EXISTING SIDEWALK

FAWNWOOD ADD.

WATER LINE 1

CL KELLOGG DR

EXISTING 16" WATER LINE

IMPROVEMENTS

CL EB U.S. 54

CL WB U.S. 54

CL KELLOGG DR

UNPLATTED

**CAUTION: ATTEMPT TO LOCATE BY

HYDRO-EXCAVATE ON 05/08/2025 YIELDED LOCATE

RESULTS FOR KGS, POWER AND UNIDENTIFED

CONDUIT.

KGS TOP ELEVATION 1379.28.

POWER TOP ELEVATION 1382.00.

UNIDENTIFIED CONDUIT ELEVATION 1383.72.

**CAUTION: ATTEMPT TO LOCATE BY

HYDRO-EXCAVATE ON 05/08/2025 YIELDED

LOCATE RESULTS FOR 36" RCP.

36" RCP TOP ELEVATION 1380.80.

**CAUTION: ATTEMPT TO LOCATE BY

HYDRO-EXCAVATE ON 05/08/2025 YIELDED LOCATE

RESULTS FOR FIBER OPTIC .

FIBER OPTIC TOP ELEVATION 1377.60.

**CAUTION: ATTEMPT TO LOCATE BY

HYDRO-EXCAVATE ON 05/08/2025 YIELDED LOCATE

RESULTS FOR UNIDENTIFIED PVC.

UNIDENTIFIED PVC TOP ELEVATION 1380.24.

NOTE:

CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS

FOR FRONTAGE ROADS TO THE CITY OF WICHITA

TRAFFIC ENGINEER PRIOR TO CONSTRUCTION.

UNPLATTED

15' Utility Easement

(By Separate Instrument)

15' Temporary Construction Easement

(By Separate Instrument)

REMOVE & REPLACE EXISTING 36" RCP.

CONTRACTOR SHALL TAKE CARE TO RE-USE

SALVAGED MATERIAL FOR REPLACEMENT

ONCE WATERLINE IMPROVEMNTS ARE

COMPLETED.

.6

TP

.9

TP

.3

TP

.1

TP

.0

TP

.1

TP

.1

TP

.5

TP

.6

TP

.6

TP

.7

TP

19+00.00 21+55.07 22+08.89 24+33.82 25+01.41 29+00.00 29+59.00 30+00.00

+5

.0

TP

+0

.8

TP

+5

.6

TP

+5

.1

TP

+0

.4

TP

+0

.5

TP

+5

.5

TP

+5

.4

TP

+5

.3

TP

+0

.2

TP

+5

.2

TP

+0

.9

TP

+5

.6

TP

ST

A.

9+

.0

W

AT

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L

IN

E

SE

E

PR

EV

IO

U

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SH

EE

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A.

0+

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W

AT

ER

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- 1

2" M

J

BE

N D

1.

Existing Grade

ST

A.

1+

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AT

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- 1

2" M

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1.

ST

A.

2+

.8

W

AT

ER

L

IN

E

- 1

2" M

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BE

N D

1.

ST

A.

4+

.8

W

AT

ER

L

IN

E

- 1

2" M

J

BE

N D

1.

ST

A.

5+

.4

W

AT

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L

IN

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- 1

2" M

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+7

8.

C

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P rio r t o

C on st

+6

9.

E xi st . S

W S

ST

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9+

.6

W

AT

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L

IN

E

- 1

2" M

J

BE

N D

1.

(V er t.)

ST

A.

9+

.0

W

AT

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L

IN

E

- 1 2"

M J

BE

N

D

1.

Ve rt.

ST

A.

9+

.0

W

AT

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L

IN

E

- 1

2" M

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BE

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Ve rt.

C

AU

TI

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M ai n

19+00.00 21+55.07 22+08.89 22+25.00

24+33.82 25+01.41 29+00.00 29+48.65

29+59.00 29+79.00

30+00.00

ST

A.

9+

.0

W

AT

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L

IN

E

- F

IR

E

H

YD

R

AN

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AS

S' Y.

ST

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2+

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- F

IR

E

H

YD

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AN

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AS

S' Y.

STA. 29+48.65 TO STA. 30+00.00

INSTALL 51.35 L.F.

DIRECTIONAL DRILL PIPE

C L U

N

IT

ED

C

IR

STA. 21+88 TO STA. 22+16

INSTALL 28 L.F.

SAND BACKFILL,

JET AND VIBRATE

10' WATER LINE EASEMENT

(MISC. BK. 663, PG. 380)

N 1677075.37 E 1597672.69

STA. 30+00.00, WATER LINE 1

END DIRECTIONAL

1-12" MJ BEND 11.25°(VERT.)

398.59 L.F. 12" PVC

322.66 L.F. 12" PVC

67.60 L.F. 12" PVC

N 1677084.29 E 1598171.19

STA. 25+01.41, WATER LINE 1

1-12" MJ BEND 11.25°

53.82 L.F. 12" PVC

16.11 L.F. 12" PVC

N 1677087.69 E 1598515.20

STA. 21+55.07, WATER LINE 1

1-12" MJ BEND 11.25°

N 1677076.26 E 1598462.60

STA. 22+08.89, WATER LINE 1

1-12" MJ BEND 11.25°

' U

TI

LI

TY

E

AS

EM

EN

T

BY

S

EP

AR

AT

E

IN

ST

R U

M

EN

T

N 1677076.29 E 1597724.02

STA. 29+48.65, WATER LINE 1

BEGIN DIRECTIONAL DRILL

1-12" MJ BEND 11.25°(VERT.)

10.35 L.F. 12" RJ DICL

N 1677076.11 E 1597713.68

STA. 29+59.00, WATER LINE 1

1-12" MJ BEND 11.25°(VERT.)

20.00 L.F. 12" RJ PVC

21.00 L.F. 12" RJ PVC

N 1677075.75 E 1597693.68

STA. 29+79.00, WATER LINE 1

1-12" MJ BEND 11.25°(VERT.)

48.65 L.F. 12" RJ PVC

N 1677077.16 E 1597772.67

STA. 29+00.00, WATER LINE 1

1-FIRE HYDRANT ASS'Y. (N)

L = 4'

BURY LINE ELEV. 1393.28

VALVE BOX ELEV. 1393.28

N 1677075.97 E 1598446.49

STA. 22+25.00, WATER LINE 1

1-FIRE HYDRANT ASS'Y. (N)

L = 4'

BURY LINE ELEV. 1387.70

VALVE BOX ELEV.1387.70

N 1677072.28 E 1598237.71

STA. 24+33.82, WATER LINE 1

1-12" MJ BEND 11.25°

208.82 L.F. 12" PVC

0 20' 40' 80' 120'

(IN FEET)

5'

VERTICAL

Fi le

: L :\2

4\

T4 1-

- O ak

T re e Su bd a t 1 th a nd K el lo gg \D ra w in gs

\D

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.d w g L as t S av e:

/2

0/

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AM

L as t s av ed b y:

S O

Sc hm id t

La st p lo tte d by : S ch m id t, St ep he n

O . P lo t S ty le

P lo t S ca le : 1

:2 .5

Pl ot

D at e:

/7 /2

:4

AM

P lo tte r u se d:

N on e

OF

T41-2401413

FEB 2025

EJG

SOS

5 14

WATER LINE 1

- (2)

DRAWN BY:

DATE:

JOB NO.:

DESIGNED BY:

R

EV

D

AT

E

D

ES

C R

IP

TI

O N

BY

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF…