SR 594 Statement of Work N Bear-4.pdf

Sewer Service Lines Page 1 of 3

November 4, 2024

STATEMENT OF WORK

1.01 SUMMARY OF WORK TO BE DONE BY CONTRACTOR

A. Sewer service line replacement and partial plumbing.

1.02 SITE LOCATION

A. N. Bear

1154 Goldfinch Road Horton, Brown County, Kansas 66439

1.03 CONSTRUCTION SCHEDULE

A. Contact the Construction Inspector three business days before the start of any work.

B. Failure to perform work on the date scheduled will require rescheduling the work 24-hours in advance.

C. Leave all work exposed until it is inspected and approved. Work not inspected before it is covered will be re-exposed at the Contractor’s expense.

D. All work is to be performed Monday through Friday ONLY between the hours of 8:00 am and 5:00 pm. No work is to be performed on the weekends and/or federal holidays.

E. Jim Shane, Engineer Technician

324 New York Ave Holton, KS 66436 Office phone: 785.364.4164 Cell phone: 785.851.0906 Fax: 785.364.4843 Email: Donald.shane@ihs.gov

1.04 QUALITY ASSURANCE

A. Perform work under the direction of personnel licensed in the state including, but not limited to Plumbing.

1.05 WARRANTY

A. Provide a minimum one-year warranty for all materials and labor, covering defects in the materials or workmanship.

1.06 MATERIALS FOR SEWER SERVICE LINES

A. PVC pipe and fittings SDR 35 or Schedule 40 as specified in the bid schedule.

B. Connection to new sewers: in-line tees.

C. Connection to existing sewers: PVC saddle, watertight with gasket(s) with two stainless steel bands for securing to the main.

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D. Asbestos-cement, concrete, or vitrified clay mains: neoprene rubber boot with stainless steel bands.

1.07 INSTALLATION

A. Install new service lines using existing 8” VCP (vitrified clay pipe) as casing going under Goldfinch Road.

B. New 4” service line must be sealed to 8” VCP utilizing a 4” PVC to 8” VCP Fernco rubber reducer with stainless steel bands.

C. New 4” service line going into the existing manhole must be sealed with non-shrink grout or ready-mix concrete between 4” pipe and existing 8” VCP.

D. Install cleanouts as show on the drawings.

E. Cleanout Risers:

1. Install riser at an angle equal to or less than 90 degrees measured from horizontal.

2. Install riser pipe in rock trenches vertically.

3. Bed the bottom of riser, wye, and 45o bend in crushed rock or sand.

1.08 SERVICE LINES

A. Minimum slope for sewer service lines is 1/8-inch per foot (1%).

B. Ninety-degree bends are not allowed between the house and the sewer main.

C. Cleanouts: Install cleanouts at all bends and at a spacing not to exceed 100 feet on straight runs of pipe and as shown on the plans.

1.09 PARTIAL PLUMBING

A. Up-Flush Toilet System.

1. From Home Depot, Ultra 750W Up-flush toilet for basement. Model number HDMF750T01 or approved equal.

B. 4-piece shower kit including shower fittings and fixtures, including framing to receive shower.

1. From Home Depot; Dreamline slimline 36x36 single threshold shower pan base with center drain. Model number DL-6194C-01, Sku #: 1000722622 or approved equal.

2. From Home Depot; Drain, Round no-caulk shower drain with 4 ¼” snap in cap.

Model number 420992, Sku#: 1003316816 or approved equal.

3. From Home Depot; A Moen Adler 4-spray, single handle shower faucet with valve included. Model number 82604, Sku #: 1002081931 or approved equal.

C. 18” Grab bar

1. 18-inch by 1 ½-inch ADA compliant grab bar in polished stainless steel. Model #

20135-02103-18, Sku #: 237702 or approved equal.

D. Shower Framing

1. Base shall be of 2” x 6” pressure treated lumber for a base dimension of 36” x 56”

2. Base subfloor shall be of 36” x 56” x 23/32” tongue and groove plywood.

3. Wall framing shall be of 2” x 4” # 2 Premium grade lumber.

4. Drywall shall be 4ft x 8ft x ½” moisture resistant panels.

E. Water Supply Pipe

1. ½” PEX pipe that meets or exceeds the following standards: ASTM F876, F877, F1807, F1960, F2080 and F 2159. Maximum pressures and temperatures: 160 psi @ 73.4o F, 100 psi @ 180o F, 80 psi @200o F.

F. Drain Pipe

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1. 1 ½” to 2” Conforms to meet Standards: ASTM D 1784, ASTM D 1785, ASTM D 2665 and NSF Standard 14 and NSF Standard 61.

1.10 INSTALLATION

A. Install up-flush toilet in location as indicated in drawing.

1. Anchor to concrete floor per manufacturers recommendations.

B. Install shower kit per manufacturer’s recommendations including wood framing to receive shower kit including shower fixtures.

C. Install grab bar on wall framing, outside of shower enclosure to assist in entering and existing the shower.

1.11 TESTING

A. Visually inspect each joint for leakage.

B. Repair all leaks before backfilling.

1.12 SITE RESTORATION

A. Restore site to original condition.

B. Provide Record Drawings to the Project Engineer.