14130 SW FERN STREET 1/1TER SUPPLY NOTE: � �o'/�•�'
WLTEB= NOM 1. An estimated 12% of the water system costa iuwst be on deposit prior to beginning construction on water lines, and to receive a City Of
Ic w C) 0 � �
INSTALL BANK OF 3 - 3/4" WATER K
1 STA. 2+84.49 ZT. 9.35' ® SERVICE PER COT DWG. NO. 520 (TYP.) Tigard Public Works (TPW) stamped approval on .instruction plana. p- W ci
❑
REMOVE EXISTING BLOW OFF & INSTALL 8"
2. The contractor shall maintain one set of TPW stamped approved plane on the construction site at all times. o
MJ GATE VALVE. RESTRAIN JOINTS AS
NECESSARY INSURE THAT EXISTING BLOW 3. Curbs must be in place prior to Installing walla
FBI INSTALL BANK OF 4 -- 3/4" WATER malas.
OFF I5 RESTRAINED. POUR STRADDLE ❑ R C07 DWG. NO. 520 TYP.) •` •
BLOCK OVER EXISTING & TIE BACK NEW SERVICE PE
VA[1'E IF EXISTING I5 NOT STRADDLED. 1r Lrj a 4. Notify TPW Water division, 48 hours prior to commencing construction to set up a pre-contruciion meeting. Telephone 639-4171. '
CAP FOUR (4) WATER. SERVICE LINES FOR
CONTRACTOR TO FIELD VERIFY LOCATION M FUTURE DEVELOPEMENT USE. 5. All work shall be In accordance with AWWA at:'s .
OF' EXISTING WATERLINE BEFORE ANY
CONSTRUCTION
INSTALL B" x 6REDUCER 6. All work will be inspected and approved by TPW.
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FBI�. TD. DETAIL. 7. All pipe and fittings shall be ductile Iron, cent:nt-l'. of new manufacture and mode In the U.S.A. � Q �
PER COT S
(� STA. 3+00 RT. 9.34'
L"J INSTALL 8" - 11' 15' BEND Gi
8. 38" of 3/4 " minus gravel cover for all water mains Street and right-of-way. W N
a INSTALL STRADDLE BLOCK
PER COT DWG. NO. 561
GRAPHIC SCALE The backflow prevention device shall be tested by owner, with the results forwarded to the Water division, before water service can begin. o
STA. 34.11.74 RT. 7.0'
STA: 51+45.29 LT. 7,50' o
INSTALL B" - 11' 15' BEND 10 INSTALL FIRE HYi-,ir,'.T ASSEMBLY ALL PRIVATE SERVICE LINE SHALL 8E s0 0 to sa •o eo 9, All valve operating Huta shall be within 36" at finished grade, otherwise valva operating nut extensions will be required.
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PER COT DWG. t`'1. 542 INSTALLED, PERMITTED & INSPECTED W <
INSTALL 4" WAl R SERVICE IN 10. Poured concrete throat bloc,.s of at least 8 ;iq. ft. of bearing surface are required at each tee, cross, and band location. � �
® LL 3/ E BY PLUMBING INSPECTOR/ BUILDING �
LANDSCAPE AREA ONLY PER 11. Firs hydrant assembly consists of an MJ X 6 FLG tee, 6" FLG x MJ gate valve, 6" MJ x MJ holding spool, and a Modern Mueller Centurion
CONTRACTOR TO FIELD LOCATE do DEPARTMENT. SEPARATE PERMIT ( IN FEET ) y » 1-1 2" ante on o eratln nut, o en OO
COT DWG. NO. 520 (TYP.) 11 CONNECT NEW WATER SERVICE LINE TO
EXISTING HOUSE FFtIt�R TO KILL EXISTING REQUIRED. 1 inch � 20 ft fire hydrant, A--442, ti- MJ, 5-1/4 MVO, 3-port (2-7. 1/2 NST hose conn., 1-4-1/2 NST pumper), / p 9 P 9 P
left color: yellow, store adapter. J N �-
SERVICE LINE ON FERN STREET,
RELOCATE EXISTING METER ON FERN APPROVED EQUAL: Mueller Centurion A-423, Watcruus pacer 6790, Clow Medallion N
STREET TO NEW LOC,ITION AS SHOWN. = o
12. Each fire hydrant shall be installed upon a p e-farmed concrete block with 1-1/2 cubic yards of crushed 1-1/2"-3/4" drain rock.
Tar-paper will be laid on top of droln rock to sc parate the rock from the earth cover. O (�
, 13. All sanitary sewer line within 10 feet laterally or 3 feet vertically of a water main shall be encased in a reinforced concrete jacket 6 thick tV
1 l 1 1 for a distance of 10 feet on both sides of the crossing. Where crossings are r,eceasary, they must be made at approx. 90 degrees with at
least 18" of separation below the water line.
' 1 14. All mains with static pressure up to 100 pal ;,holt be tested at 150 psi for one(1) hour with a max. loss of 5 pt,. Water mains with static
10
pressure greater than 100 psi shall be pressure lasted at 1.5 times the static pressure for one (1) hour with a rr� '�. loss of 5 psi.
I ►- 1 ' 1 15. Upon satisfactorycom letior. f testing, the ::Pw mains and conn. to existing main shall be cleaned and flushed with potable water prior to Z
' I `w i disinfection. Flushing velocities shall be at least :',5 feet per second. Disinfection shall be in accordance with AWWA standard C651-92, themixture
chlorine-wbe a
State ath division ter solutionnhaving aguirements, The free chlorine resldualnuous of 40f 50 ppmeed .The fdsdisinfection
mixtushall
re willused.
be preparedbyn)ectingsaacaclum -J
h oehlorlte and water solution Into the pipeline t a measured rate while fresh potable water is allowed to flow through the pipeline so that a-
Y.L. 1 700 o I I i I the chlorine-water solution Is of the specified strength . Treated water shall be retained In the pipeline long enough to destroy all Lv
I ; non opera-rormIng bacteria. Typical retention pericd is 24 hours. At the end of the 24 hour period, the pipeline is to have a chlorine level of
' I at least 10m. After chlorination, flush the watsr from the line until the water throughout the pipeline is Equal chemically and
bacteriologically to thy+ permanent source of aupF y. Dispose of the disinfection water In an approved manner. Do not allow disinfection water to
9 BEXISTINGUILDINIG
G ""---�" ---=� -1 _ flow After Into
andaflu flushingofdisaffection or saii�to�r here ill . .,.,..has of reducing retention
residuals r a safe level as mandated by DEQ.
_ sati ♦ ... .w.1
! I ' there will bo an other 24 hour retention period prior to taking of water samples for µj
IJ � F--
-� _I- I + ------" "—""--'---- bacterial testing. Bacteriological test will be taker by TPW.
arc ' TO REMAIN -I (J_. ._ __..._.. �.�._��'. -----•• 1 +� Q
1 , 18. Contractor to provide an Eclipses install 88 Sampling Station monf. by Kupferle Foundry, St. Louis, Mo. 63102. The sampling station shall P 3
EXISTING I --------•�------------------ ��-- -' � ' ,/ y g
/ T ---- 1 r ( be 2-0 bury, with a 3/4 FIPT Inlet and a 3/ unthreaded hose nozzle. All stations shall be enclosed in a lockable, non-removable, Z
BUILDING 1 I 1` , +I I aluminum-cast housing. When opened, the statior requires no key for operation, and the water III flow In an all-brass waterway. All working
I + \ - ►• / 1 parts will also be of brass and be removable from above ground with no digging. A copper vent tube (std.) will enable the station to be
pumped free of standing water to prevent freezin), and to minimize bacteria growth. The exterior piping will be brass, and a 1/4" ball valve
she!+ be provided In place of the 1/4" pet cock on the vent pipe.
17. Contractor will install all copper services and sampling stations prior to black topping streets. Water meters will be inatoll3d by TPW upon
I + I I I + Individual request and payment by others (owners). All water meters connected to an irrigation system must have the proper Oregon State
Approved backflow prevention device (minimum of a double check valve assembly) installed on the property side of the meter.
' 1
31 -00 - I '-•I
I 18. Upon completion of installation of the water system, the contractor or owner shall advise TPW of the total construction coat to which will ;
^------- _.. I
______,�,,- , 1 be added 10X for TPW Inspections, water lova, overhead, administration, sampling, sic. and 2% for engineering review, Including "aa-built" W
EXISTING ------I-------_ [ -- • - _ 11 drawings, updating master map, intersection maps, etc.
I !
BUILDING ( I '
1� i i OPERATIONS OF WATER VALVES IN THE CITY OF TGARD WATER SERVICE DISTRICT AREA IS PROHIBITED
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CASEFILE: SUB2002-00003
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