WATER LINE/SERVICE SPECIFICATIONS & INFORMATION

WATER LINE/SERVICE SPECIFICATIONS & INFORMATION

FOR WATER SYSTEM CONSTRUCTION IN SUNRISE WATER AUTHORITY

1. Water mains shall be ductile iron pipe conforming to AWWA C151. Pipe is to have cement mortar lining and bituminous seal coat conforming to AWWA C104. Joints are to be Tyton joint. (6-inch to 8- inch pipe is to be Class 52: 12-inch and up shall be Class 52, unless specified by the Authority.) Pipe Fittings are to be cast iron, or ductile iron, conforming to AWWA C110 or C153. Pipe is to be laid such that it is supported along its full length, including digging of “bell holes”.

2. Water main is to have a minimum cover of 42-inches.

3. An approved mechanical restraint system is to be used at all branches and changes in direction.

4. Gate valves (6-inch through 12-inch) shall be resilient-seated type conforming to AWWA C509. Butterfly valves 18-inch and larger shall be Class 150 short body type in conformance with AWWA C504. Where water system static pressures exceed 100 psi, butterfly valves shall be Class 250B, short body type in conformance with AWWA C504. Valve boxes shall be Vancouver 910/18-inches long with 6-inch P.V.C. 3034 as bottom section. Valve boxes that are located outside areas to be paved shall have a 2’ x 2’ x 2’ thick collar of hot asphalt placed around them. Where the top of the valve operating nut is 48-inches or more below finish grade, operating extensions shall be provided to bring the operating nut to a point 18-inches below finish grade. The extension stem shall be constructed of steel.

5. Fire hydrants shall be Mueller Centurion, M&H 929 Reliant, Clow F-2500 or Kennedy Guardian with 6-inch MJ inlet and 5-1/4 inch valve opening. Fire hydrants are to have a 4-1/2 inch and two 2-1/2 inch outlets. Pumper outlet to face the direction of access.

6. Tapping sleeves shall be either epoxy-coated steel with stainless steel bolts or stainless steel full circle tapping sleeve.

7. Granular material used for pipe base, pipe zone and trench backfill shall be 3/4” – 0” crushed rock. Pipe base shall be a minimum of 4-inches deep at the pipe barrel, and not less than 3-inches deep at the bell. Granular backfill is to be compacted to 95% maximum density per AASHTO T99 test method and native

material shall be compacted to 85% of in-place density of surrounding soil. Backfill within right-of-way shall be in accordance with APWA Class B backfill.

8. Service laterals 1-inch or smaller shall be Type K copper, soft. Lateral sizes shall be 1-inch for lines that will serve two lots and ¾-inch for lines serving one lot. Corporation stops, angle curb stops, and service tees shall be:

Corporation Stops

Angle Curb Stops

Service Tees

Mueller (Ball Style) B-25008 B-24258 H-15381 -OR-

Ford (Ball Style) FB-10003Q BA-43-332WQ T444-333Q

Split 1-inch lines into two ¾-inch lines behind curb line. Place curb stops 9-inches back of curb line and 9-inches below curb line with 48-inches separation on doubles. Place Brook’s product meter box item #WB132312BM with polymer cover #WC1323SCM and reader lid #WL0611LIDM over the curb stop as per water meter box detail.

9. Inspection of the water improvements will be made by Sunrise Water Authority personnel or others designated by the Authority. The pressure test is to be made after all services are installed, curbs are in, and road base rock is placed. Test pressure shall be 1.5 times static line pressure (minimum 150psi) at the lowest point in the system being tested; 30 minutes duration; no pressure loss.

10. All materials, installations, tests, and chlorination are to be in accordance with the standards and codes of the Sunrise Water Authority and the Oregon Administrative Rules, Chapter 333, Division 061.

11. The contractor shall provide Sunrise Water Authority with certificate of insurance and will have to be qualified by the Water Authority, if not already so, to do work on the water system. The developer shall provide Sunrise Water Authority with a 12-month maintenance bond, an irrevocable letter of credit, or an assignment of funds, in the amount of 25% of the cost of the water system improvements.

12. Where sanitary lines cross water lines, the systems need to be constructed such that the crossing will occur at the center of a pipe segment for both lines.

13. PVC re-use water lines will be installed using C-900 DR18 purple pipe with ductile iron fittings. A tracer wire, 12 gauge Copperhead or equivalent, must be installed with PVC re-use water lines. Re-use identification tape must be installed one foot above re-use water lines.

WATER MAIN

CORPORATION STOP3/4" OR 1" CC x COMP BALL STYLEVALVE SET AT 45° TO 60°

TYPE "K" SOFT COPPERC

OV

ER24

" MIN

SIDEWWALK

PRIVATE (PER CURRENTPLUMBING CODE)

COMPACTED ROCKUNDER BOX

NO UTILITIES UNDEROR IN BOX;IRRIGATION PHONE,CABLE, ETC.

ROCK UP TOBOTTOM OF METER

4" OF 3/4"-MINUSBEDDING UNDER COPPER

10"

10" 10"

3/4"

2' 2'2' 2'P/L P/L P/L P/L P/L

10" 10" 10"

3"

BACK OF CURB

FIRE ONRIGHT

RESIDENTIALON LEFT W/CSHANDLE

SINGLE

TWO LOTDOUBLE

FIRE/RES COMBO(SPRINKLED)

Residential Boxes Shall Be:DFW Plastics Inc. Box, DFW39F4-12-BodyDFW Plastics Inc. Lid, DFW39F-4MP-<>LidSingle,3/4" service copper, comp X MTR Curbstop w/ballstylevalve & Customer Service handleTwo Lot Double1" Service Copper, 1x3/4"x7 1/2" U Branch (MuellerH-15363N) or equal3/4"xIPxMTR Curbstop w/ballstyle valve & CustomerService handlesFire/Resential Combo1" Service Copper, 1"x1"x7 1/2" U Branch (MuellerH-1536N or equal)1" IPxMTR Curbstop w/ballstyle valve (Customer ServiceHandle on Residential only)1x3/4" Meter bushing on residential only

- BOXES MUST BE FULLY IN OR FULLYOUT OF CONCRETE- NO TREES CLOSER THAN 6" TO BOX-NO LANDSCAPE FEATURES CLOSERTHAN 12"-BOXES WILL BE SQUARE TO CURB,METERS WILL BE ALIGNED TO BOX,BACKSIDE PLUMBING MUST NOTCAUSE METER ASS'Y TO BE OUT OFALIGNMENT- TOP OF BOX MUST MATCH TOP OFCURB TO TOP OF SIDEWALK-BOXES MUST BE LOCATED ON R.O.W.FRONTAGE OR EASEMENT-ACCESS TO THE METER ASS'Y MUSTBE MAINTAINED THROUGHOUTCONSTRUCTION (NO DEBRIS PILES,LUMBER BUNKS, OUTHOUSES)

TYPICAL 3/4" & 1" SERVICE

SUNRISE WATER AUTHORITYREV. DATE APPR.DIV.DRAWN SCALE

DATE

APPR.

DWG. NO.

N.T.S.

WATER MAIN

CORPORATION STOP

34" COPPER TUBING

(TYPE "K" SOFT)

*36" MIN. IF COUNTYROAD OR STATE HWY.

24"

MIN

*

CURB STOP

DOUBLE SERVICES REQUIRE 1" CORPORATION STOP & 1" COPPER

TYPICAL 3/4" & 1" SERVICE

SUNRISE WATER AUTHORITYREV. DATE APPR.DIV.DRAWN SCALE

DATE

APPR.

DWG. NO.

N.T.S.