Parkplace Estates x1;ryl ' f WATER CONSTRUCTION NOTES
N ( I
t. AN ESTIMATED 12 PERCENT OF 1H€WATER SYSTEM COSI MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER
NOTE MILL ANDFl °r CUT PATCH BACKS, i I; LINES AND TO RECEIVE A TPW(CITY OF TIGARD PUBLIC WORKS,WATERDINSYON)STAMPED APPROVAL ON CONSTRUCTION
MILL 2"DEPTH AND MACHNI:LAY HOT MIX WITH THE PLANS..
p ASSOCIATED ROAD WORK FINAL DETERMINATION OF z_ I
• MILL AND FILL AREA a AT TIE DISCRERCN OF THE TL 1901 � 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF 7PW STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES.
COUNTY INSPECTOR I I u
3. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA(AMERICAN WATER WORKS ASSOCIATION)STANDARDS
' 27 28 29 30 11
�� j REMOVE E%ISTNG OWOFF ASSEMBLY ' s 4. ALL WORK WILL BE BE INSPECTED AND APPROVED BY TIGARD INSPECTOR.
_'.-----------------------------------
i - I
AND CONNECT ( i COL ATON AIR I II JOINT DUCTILE NON,CUSS.52 ALL FITTINGS SHALL BE MJ(MECHANICAL JOINT)UN5. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON,CEMENT-UNEO,OF NEW MANUFACTURE AND MADE N THE USA.PIPE SHALL
��\ I R VALVE T BE"TYTON° LESS OTHERNSE SPECIFIED.
f ELEBP��lE 8°PHASE BREAK VALVE l'
GATE VALVE 8°aLE I - I 6. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36".BACKFILL SHALL BE 3/4"-0°GRAVEL
TEMPORARY
BLOW OFF ASSEMBLY k I 7 ALL VALVE-OPERATING NUTS SHALL BE WTHIN 36'OF FINISHED GRADE,OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL
i
BEPER STD D REQUIRED___-- z-- ETAIL 570 •I )
2 1 t I 8 POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH TEE,
I ' s s _ _ F • _ _�—_ __ _rt I CROSS,AND BEND LOCATIONS(SEE DETAILS FOR MINIMUM BEARING AREAS)
8°x8'TEE _ S PARK PLACE EET I �'
9 A 4°X4-X8'-0",PAINTED BLUE,SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER SERVICE LOCATION,AND REMAIN
___-- ------- - ---- -- 1 I THERE UNTIL THE WATER METER IS INSTALLED ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2°IPT TEE AND 2'
' i I IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY.
' -- -- FIRE HYDRANT SSEMBLY
ITL 590L1 GALE VALVE I i. I WATER SER TO BE GA YALVE I � i MI
FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6'RG.(FLANGE)TEE,6°FLG X MJ GATE VALVE,6"MJ X MJ HOLDING SPOOL,
hT LEAST 18.FROM FH 12 A-423,WATERI
AND A MODERN MCENTURION FIRE HYDRANT,A-442,6°MJ,5-1/4°MVO,3-PORT(2-1)¢'NST HOSE CONNECTION,1-4
3 I PUMPER),
S PACER 67M CLOW MEDALLION-PENTAGON OPERATING NUT, LEFT,COLOR'YELLOW; APPROVED EQUAL MUELLER CENTURION' -- -- e
I �
4 (1p 19 I �20 21 -\ 11 EACH FIRE HYDRANT SHALL BE INSTALLED UPON A Pte-FORMED CONCRETE BLOCK NTH 1)¢CUBIC YARDS OF CRUSHED 2°-
o. \\\ �� I DRAIN ROCK.TARPAPER WLL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER.
I
12 ALL SANITARY SEWER LINES WTHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A
REINFORCED CONCRETE JACKET 6"THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING.WHERE CROSSNGS
- I 1°JTPER SERNOE(TYPICAL) I r \ \\\\ •\\\�� _ ARE NECESSARY,THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES NTH AT LEAST 18"OF SEPARATION BELOW THE
LINE8°PHASE "VALVE 15 78 22 `` \ `�� ' �. I 13. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI(POUNDS PER SQUARE INCH)SHALL BE TESTED AT 150 PSI FOR 1 HOUR
/ NTH A MAXIMUM LOSS OF 5 PSI WATER MAINS NTH A STATIC PRESSURE GREATER THAN 100 PS SHALL BE PRESSURE
`` TESTED AT 15 TIMES THE STATIC PRESSURE FOR 1HOUR WTH A MAXIMUM LOSS OF 5 PSI
i
/ 8° ° 3 \``��= _\\ �!f�.� i 14 UPON SATISFACTORY COMPLETION OF TESTING,THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE LEANED
-------------' AND FLUSHED WTH POTABLE WATER PRIOR TO DISINFECTION.FLUSHING VELOCITIES SHALL BE AT LEAST 25 FEET PER
SECOND.DISINFECTION SHALL BE IN ACCORDANCE NTH AWWA STANDARD C651-92,THE STATE HEALTH DIVISION AND CITY
s g 17 23 Z I �� �\\`. REQUIREMENTS.THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A
F -- -�- - - - -- -- -`- -- -- �� CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MGA(MILLIGRAMS PER UTER).THE DISINFECTION
TEMPORARY SW LYNNE LANE I , 16 24 \'�. MIXTURE WLL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A
BLOW OFF ASSEMBLY
_ (� ````���AA
' MEASURED RATE WHILE FRESH POTABLE WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE
- (POTABLE)
---- --- PER SID DETAIL 570 > I I i,t �� OLLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH,TREATED(CHLORINATED)WATER SHALL BE RETAINED IN THE
r GATE VALVE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA TYPICAL RETENTION PERIOD IS 24 HOURS.AT THE
END OF THE 24-HOUR PERIOD,THE PIPELINE IS TO HAVE A FREE CHLORINE f€TDUAL OF A LEAST 10 MG/I.AFTER
1 SATISFACTORY CHLORINATION,FLUSH THE WATER FROM THE UNE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL
- --ti CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY
_ 4 ' DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A
ti ( WATERWAY WITHOUT ADEQUATE DILUTON OR OTHER SATSFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE
7
I I LEVEL AS MANDATED BY DEQ.AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTON,THERE RILL BE ANOTHER
I
o� 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING.BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW
15 25
15. PROVIDE AN ECLIPSE NO.88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY,ST.LOUIS,MO 63102.THE
" I 14 26 ti I 8°PHASE BREAK YALVE I I SAMPLING STATIO4 SHALL BE 2'-0"BURY,NTH A)C FIPT(FEMALE IRON PIPE THREAD)INLET,AND A Y4"UNTHREADED HOSE
45'BEND I _-- -------------- --- ----- -- --------- ---------- -- - •I ___ NOZZLE.ALL SAMPLING STATIONS SHALL BE ENCLOSED INA LOCKABLE,NON-REMOVABLE,ALUMINUM-CAST HOUSING.WHEN
RE HYDRANT ASSEMBLY
OPENED,THE SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION,AND THE WATER WILL FLOW IN AN ALL-BRASS
TL 1300 24 LF 8°W DI - WATERWAY.ALL WORKING PARTS WLL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND NTH NO DIGGING A COPPER
,
VENT VIBE(STANDARD)WILL ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT
45'BEND GATE VALVE TEMPORARY
i
' 13 LF 8"0 DI BLOW OFF ASSEMBLY OWNER/DEVELOPER � I I FREEZING,AND TO MINIMIZEBACTERIA GROWTH.THE EXTERIOR PIPING RILL BE BRASS AND A)4-BALL VALVE SHALL BE
--------------- ---------- -
PER STD DETAIL 570 Centurion Homes , :I� � PROVIDED IN PLACE OF THE N PET COCK ON THE VENT PIPE
8 Phil Gentemann '}
7128 SW Gonzaga Street NO 200 I S ; 16. CONTRACTOR RILL INSTALL ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR TO SURFACING OF STREETS.WATER
I , METERS RILL BE INSTALLED BY WW UPON INDIWDUAL REQUEST AND PAYMENTBY OTHERS(OW4EES)ALL WATER METERS
--^'
AU tin Street ° TIL app Portland,Oregon 97223 I CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE,
-- - -- - 8°x8"TEE MINIMUM OF A DCV DOUBLE CHECK VALVE ASSEMBLY)INSTALLED ON THE PROPERTY SIDE OF THE WATER METER IN
1
-----t ------� -----
� ENGINEER � ADDITION,EVERY METER FOR COMMERCIAL,MUTT-FAMILY,INDUSTRIAL,AND INSTITUTIONAL SERVICE,REGARDLESS OF SIZE.
IIf a SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE
TEMPORARY SQR 0 1 Theta,LLC
' Bruce Goldson,PE I I PROPERTY TOE OF THE METER THE BACKFLOWON,BEFORE DEVICE SHALL S INSTALLED AND TESTED BY THE OWNER,NTH
FOR WATER QUAIL THE RESULTS FORWARDED 1D TPW WATER DIVISION,BEFORE WATER SERVICES CAN BEGIN.
1 FACILITY P 0 Box 1345
i
•
Lake Oswego,Oregon 97035
- 9 9 17. UPON COMFIETION OF INSTALLATION OF THE WATER SYSTEM,THE CONTRACTOR OR OWNER SHALL ADVISE TGARD INSPECTOR
I i I THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10&FOR INSPECTIONS,WATER LOSS,OVERHEAD,
I Tract B 1 12 !
---- -- �---------- - - ADMINISTRATION,SAMPLING,ETC AND 2X FOR ENGINEERING REVIEW,INCLUDING°AS-GUILTS°DRAWINGS,UPDATING MASTER
70 $1 -- 13 111 t I MAP,INTERSECTION MAPS,EIC.
---------------------
I OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED
TL 5100 TL 6000 .�TL 490E �'-`48IX.' TL 700 .�;
18. ALL JOINTS TO BE RESTRAINED.
(
OECD( I I i
( I WATER SYSTEN NOTES:
� CITY OF TIGARD-PUBUC IMPROVEMENT DET(IR STANDARDS-WATER
EXISTING 4 j I i i - DISTRIBUTION SYSTEM
EXISTING HOUSE 0 50 100 PR
HID USE
H PIPE-CLASS 51 DUCTILE IRON
scat 1"=50
HYDRANTS 7120
•:r'; �4 W(
----_-- -- -- CLOW(R)MEDALLION)F-2545RION N-442 A9 ° ?
, n
- - --- --- --,,: _= -®= c-- _� WATEIROUS(R)PACER 6790
F D GOV
! ! SA _ _
....... "fir - -i .4"�i •: ;',.. i ___ _ ___ __�_ SIGNATURE GATE
EXPIRES 08/301201"!
ERE
._� ; --=�. ; • --- �
---^-- _
560 __ L__._-__...j 580
�v----� EXI NG GRADE OPIP CENTERUNE I
EXRTING GRADE I PIPE CENTERUNE
38'DUIT DEPTH I I I Fl ISH GRADE 0 PIPE GENTERUNE I
REMOVE ENSW G BLOWOFF ASSEM 3LY --- FINISH GRACE 0 PIPE CENTERUNE
j
AND CONNECT j BURY DEPTH
'� ��� � ' L-----�
e'x8"TEE n I
540 560 �__ - fSR RADE"O'WPE'C WITH RUSTBLOtXONG -vim`\ - I
I �-�--� I � TEMPORARY
-FIREH RANT ASSEMBLY -_ ����- PORARY I I 8z8"lEE BLOW OFF ASS
l7ABLY
W OFF PEMBLY ( (2)GATE VA VES PER STD.DETIL 570
STO�TAIL 570 -B606KING-- --II!
--;-_- _ I—__�-
B"XB'TEE E 8">'8°IEE
(2)GATE VAL j VALvts (z)GATE VALVE
WITH THRUST TNG q5'BEND 45'BEN FIRE HYDRANUST B OCKING WITH THRUST NG ,
WITH THRUST BL TNG PATH 7H UST BLOCKING FI
DATUM ELEV 1 I '
520.00 0+00 1+OD Z+00 3+00 4+00 5+00 6+00 7+00 8+00 540.00 0+00 1+00 2+00 3+00
SW PARK PLACE STREET
SW 153RD AVENUE WATERLINE PROFILE 2
11CM WATER GENERAL NOTES WATERLINE PROFILE � scALF: 1 _ 50' HORIZONTAL 76
SCALE: 1" = 5D' HORIZONTAL 16
1. THE PERMIT HOLDER MUST COMPLY NTH ALL APPLICABLE PROVISIONS OF 1" - 10� VERTICAL
FEDERAL AND STATE LAW,THE TIGARD MUNICIPAL CODE AND THE TERMS
AND ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE
DONE PURSUANT TO THIS PERMIT.
2. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE PERMIT HOLDER
SHALL BE CONTACTED BY THE CITYS PRIVATE DEVELOPMENT INSPECTOR
(503-639-4171)TO ESTABLISH A PLACE,TIME,AND DATE FOR A
PRECONSTRUCTON MEETING
3 THE PERMIT HOLDER OF HIS CONTRACTOR SHALL NOTIFY THE CITYS
INSPECTOR AL DICKMAN AT 503-7182463 TWENTY-FOUR(24)HOURS PRIOR
TO COMMENCING WORK,TWENTY-FOUR(24)HOURS PRIOR TO ANY STAGED -
INSPECTION AND AFTER COMPLETING WORK COVERED BY THIS PERMIT.
580 _ .5
4. A COPY OF THE PERMIT AND ALL ATTACHMENTS,AND A COPY O THE EA G GRADE 0 PIPE TERLINE �- _ EXISTING GRADE 0 PN(CENTERLINE
APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE t`
AVAILABLE AT THE WORK AREA ALL WORK SHALL CONFORM TO THE PERMIT Fl JISH GRADE 0 PIP11 CENTERUNE FINISH GRADEI0 PIPE CENTERU
TERMS,CONDITIONS,AND PROVISION AND TO THE CITY APPROVED WATER
PERMITTED PLANS,AND APPROVED PLAN AMENDMENTS AND TO THE CITYS _ Al1_ __-
STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. 560 f -- �— -36'
R
CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY,IN 36'BURY I
ADVANCE OF WORK PERFORMANCE.
DEPTH -f "eB"TEE -
(2)GATE VALVE
5 ONE AS BUILT DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, - j WITH THRUST B ING
INCLUDING ANY REVISIONS MADE TO THE PREVIOUSLY APPROVED -
CONSTRUCTION PLANS AND,ALSO,ANY IMPROVEMENTS WHICH MAY IMPACT / 540
AN EXISTING PUBLIC SYSTEM OR FACILITY,SHALL BE PROVIDED TO THE.CITY
i
BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS '-
CERTIFICATION OF INSTALLATION COMPUANCE(FORM ATTACHED).IN
ADDITION,THE APPUCANT'S AS BUILT DRAWINGS SHALL BE TIED TO THE 8"x8"IEE
GPS NETWORK THE APPLICANTS ENGINEER SHALL PROVIDE THE CITY NTH �AgY 540 ------- ----� 1-�---- i
AN ELECTRONIC FILE NTH POINTS FOR EACH STRUCTURE(MANHOLES, PORARY WTH THRUST�11111 ,
CATCH BASINS,WATER NAIVES,HYDRANTS,AND OTHER WATER SYSTEM BLOW ASSEMBLY i I I I 7(�2GA.
€E
FEANRES)IN THE DEVELOPMENT AND THFlR RESPECTIVE X AND Y STATE PER SID DETAIL 570PLANE COORDINATES,REFERENCED TO NAD 83(91).INCLUDE ACROBAT VALVES
(aspDF)FILE AND ONE 11%17 COPY OF AS GUILTS. DATUM ELEV DAYVM=V W' THRUST BLOCKING
6. THE PERMIT HOLDERS ENGINEERAINSPECTOR SHALL SUBMIT DAILY 1+00 0+00 520.00 53000 0+00 I-00 2+00 3+00 4+00
INSPECTION REPORT,ON A WEEKLY BASIS,TO THE CITYS INSPECTOR,(SEE
DEVELOPER-ENGNEER AGREEMENT NOTE J5). SW LYNNE LANE
7. THE CITYS INSPECTOR MAY,AT HIS DISCRETION,REQUIRE PROVISION OF WATERLINE PROFILE 3 SW 152ND AVENUE
TESTS AND OR REPORTS FROM THE PERMIT HOLDER.THE PERMIT HOLDERS SCALE: 1" = 50' HORIZONTAL 1 S WATERLINE PROFILE 4
ENGINEER OR CONTRACTOR 10 VALIDATE CLAIMS OF MATERIAL OR 1" = 10' VERTICAL SCALE: 1" _= 50 HORIZONTAL l6
CONSTRUCTION ADEQUACY/COMPUANCE.SUCH TESTS/REPORTS SHALL BE 1" _= 10' VERTICAL
PROVIDED AT THE PERMIT HOLDER'S EXPENSE.
8. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR,IN WRITING
THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO(2)
PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE
ACTIONS AND,IN GENERAL,WILL BE RESPONSIBLE IN CASE OF ANY
EMERGENCY.THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR,IN
WRITING,OF ANY/ALL ASSIGNMENT CHANGES
9. THE PERMIT HOLDER SHALL CAUSE THE CONTRACTOR TO PROVIDE THE CITY
INSPECTOR,IN WRITING,THE NAME AND 24 HOUR EMERGENCY TELEPHONE
NUMBER OF A CONSTRUCTION SAFETY AS PER OR-OSHA,NATED'COMPETENT ECAP 43RESPONSIBLE FOR
UPRO
,DIV.3 CGNSTRGTION, ��QED f
SUB-DIVISION P-EXCAVATIONS.THE CONTRACTOR SHALL NOTIFY THE CITY 71 �
INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES.
10. IT THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR
PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK 9GO�7y 1e.+s1,0g
PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS,SHALL 6 D GOV
BE PROVIDED TO THE CITY THE CITY SHALL IN NO WAY BE CONSTRUED TO
BE LIABLE FOR THE PERMIT HOLDERS FAIWRE TO OBTAIN OR PROVIDE FOR 1=6 A S�BUILT SIGNAEXPIRES 06/30I
PROOF OF RIGHT-OF-ENTRY OR EASEMENTS SIGNATUREDAM loloe2als
2013-96.3 WASHINGTON COUNTY CASE FILE 14-026-S WATERLINE PROFILES
DESIGNED BOG —Z-1—Z Centurion Homes PARKPLACE ESTATES SHEET:
DRAWN V 10/05/2015 3 ASBUILT 7'128 SW Gonzaga St.,Suite 200 Tax Lots 300 and 400 1 6
SCALE 1"=50' 12/04/2014 2 REVISED PER WASHINGTON COUNTY REVIEW ENGINEERING - SURVEYING - PLANNING Portland,Oregon 97223 �+
DATE May,2014 10/08/2014 , REVISED PER TIGARD WATER REVIEW PO Box 1345 503/481-8822 T.2S., RAW., Section 08AC
FILE Park Place QW! DATE I NO REVISION Lake Oswe o,Ore on 97035 email thetaen comoast net
20�
OUTSIDE OF WITHIN SIDEWALK ADJACENT TO CURB 18'CAST IRON 410 BOXES �I
i 3'-0" Imo--8'-0"
PAVEMENT PAVEMENT 7'-0' 8'-0"RUE O° `4•' ,H FINISHED GRADE
4"MAX
BREAK FLANGE 18 CAST IRON 910 HT
MIN 6°UA
SIDEWALK VE BOX TOP ,I
c SIDEWALK f
ND TIGHT
18 CAST IRON 910 BOX " PLUGGED TEE PLUGGED CROSS 1w . TYP GATE VALVE " •e"
BEND PLUG OR CAP 2"BRASS PLUG
30"MIN SERVICE LINE DEPTH 12"x20°ROTOCAST METER 80X, / F iy {F (SEE DETAIL NO SOS) HAAOAPTER COPPER
SDE
24'BY W/12"z20"COVER W/TOUCH 1 1/2 4'DRAIN R0, 6 IT f,.. SWEAT TO FIPT
TICK CONCRETE READ HOLE OR EDUAL TAR PAPER(MOISTU �`- ...���••-~~ tlL�. 2"COPPER TUBING
(SEE NOTE 4)
HAND TAMP BACKflLL 6"DUCTILE IRON PIPE
AROUND TOP SECTION 6_MIN SIDEWALK ADJACENT TO CURB RESTRAIN ALL JOINTS W/ (TYPICAL)
12 MAX "FIELD LOK"OR EQUAL GASKETS �,131F' •_IIS_
$'-0" B'-D"RUE LATERAL PLUGGED3�moss TEE - --
6"MEGALUG RETAINER 2"ELL COPPER
6'ASTM 3034 PVC� 1'-6"I— CONCRETE THRUST BLOCK SCHEDULE
SLIP
I I I GLAND(EBAA IRON)
CONCRETE PIER B"GATE VALVE 2"ADAPTER COPPER
(BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) SWEAT TO MIPT
OPERATING NUT EXTENSION BLOCK FLG X M J M J x 6"FLG TEE FITTING SOU MD.TEE OR 45' 22 1/2' 11 1/4• TYPICAL CONCRETE PIER BLOCK
(SEE DETAIL NO 505) SIDEWALK WITH PLANTER 20' SIZE(INCHES) PLUGGED GROSS BEND BEND BEND MECHANICAL FIELD RESTRAINT TAPPED
SC"WIN SERVICE'UNE DEPTH 4 01.9 013 -- -- TYTON JOINT PLUG OR
12".26"ROTOCAST METER BOX, STRIP AT CURB J 6 0410 021 01.3 NOTE, M J CAP WITH MEGALUG
W/12'X20-COVER W/TOUCH SIDEWALK 8 071 039 020 01.3 THREADED BRASS PIPING RETAINER GLAND
READ HOLE OR EQUAL 3"MIN BREAK FLANGE MAY BE USED IN PLACE OF
_ MAX t2 16.0 DBs 045 - COPPER'TUBING
SIDEWALK WITH PLANTER STRIP AT CURB 16 284 155 080 04.0 PERMANENT
yQTce. 24 640 349 19.1 091
OR
1 HYDRANTS TO BE MODERN MUELLER CENTURION,A-442,(OR APP'D EQUAL)6"NJ,5 1/4" STREET PLUG M
CUSTOMER SDE MVD 3 PORT-TWO 2 1/2"PENTAGON OPERATION NUT,OPEN LEFT WITH THE FOLLOWING ABOVE BEARING AREAS BASED DIT TEST PRESSURE OF 150 PSI.AND AN EDGE OF PAVEMENT
ALLOWABLE A BLARING STRENGTH OF 1500 PORNO PER SQUARE FOOT.BE IN PHASE BREAK
A OIL RESERVOIR COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOL BEARING MJ GATE VALVE
B BRONZE ACTUATION NUT STESSES,USE THE F04oWING EQUATOR AND VALVE BOX 1 0
ITES: Z— C BRONZE SEAT RING COMPLETE
'ALOE BOX NOT TO REST B-10P SEE PLUMBING CODE D WEATHER SHIELD CAP BEARING AREAS= (TEST PRESSURE/150)X(1500/SOIL BEARING STRESS)%(TABLE VALUE) REQUIRED
)N OPERATING ASSEMBLY FOR DEPT,OF E SAFETY SLEEVE COUPLING tl4�
` COVER F THREADED NOZZLES WITH'0-RINGS 1 CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CIN ENGINEER
)PERATOR EXTENSION -1— G NATIONAL STANDARD THREADS 2 STRADDLE BLOCKS REQUIRED�W�N{ERE ONES MAY BE EXTENDED IN FUTURE SEE DETAIL NO.561
TOURED WHEN VALVE NUT W, 2 SAFETY CHAINS TO BE REMOVED 3 CONCRETE THRUST BLOCKING SRO 13E POURED AGAINST UNUISTURBED EARTH
S DEEPER THAN 3 FEET O 24 �- 3 HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 4 KEEP CONCRETE CLEAR OF J NT AND ACCESSORIES UNDISTURBED EARTH
4"'MIN 0
ROM FINISHED GRADE 3/4"-D' METER BY DISTRICT FIRE MARSHALL 5 THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON
3JNTER VALVE BOX ON NOS�FIRVEYOR TO INSTALL TEMPORARY HUB ROCK ANGLE BALL METER VALVE 4 HYDRANT TO BE INSTALLED TRUE AND PLUMB THE PLANS:e.g.15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED.
VOS OF OPER NUT 1 AND GUARD STAKE OR GU0.RDSTAKE AT MUELLER B24258 5 NO OBSTRUCIIONS WITHIN 3'U"RADIUS OF HYDRANT 6.IF NOT SHOWN ON PLANS.RFpUNi0 BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE. MECHANICAL FIELD
LOT UNE FOR METER INSTALLATION 5/8"X 3/4"X 1'OR EQUAL 6 IF SUBJECT TO VEHICLE DAMAGED,PROTECTIVE POST TO BE PROVIDED ADJUST IF NECESSARY.TO cQNFORM TO THE TEBT PRESSURE(5)AND ALLOWABLE SOIL BEARING RESTRAINT REQUIRED
-ROMOE 24"SQUARE BY 4"THICK 2 BOXES SET IN CONCRETE SHALL BE 7 VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO 503 OR AS APPROVED STRESSES)STATED IN THE SPECIAL PROWSWNS.
:ONCRETE PAD AROUND VALVE 24"-� I.TYPE'K"SOFT COPPER TUBING gY ENGINEER 7.BEARING AREAS AND SPECIAL'.BL009NG DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER BE DETERMINE
30X OUTSIDE OF PAVED AREAS NEXT SIZE LARGER -SEAMLESS BEARING AREAS AND BLOCKING DETAILS SHOWN ON 7H15 STANDARD DETAIL BEARING AREA OF
4S SHOWN IN CONCRETE PAD DETAIL 3 CENTER OF METER BOX TO BE OFFSET 8 THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS THRUST CLOCKS ARE IN SQUARE FEET. IN THE'I LD
CONCRETE PAD V FROM PROPERTY LINE 9 INSTALL A STORZ HPHA5C-46NH PERMANENT HYDRANT ADAPTER(OR EQUIVALENT)
ON THE 4 1/2"PORT TEMPORARY
_ nim oxc�o w owccnaE ewwaro� owc xo
TYPICAL GATE aaumx P WfINS PE xvra"c ���''" FIRE HYDRANTIRIn P WL11A5,P.E. Awsnn P ouExns,PE
i c..rs 1 r F_. STANDARD THRUST 2' STANDARD
VALVE 503 `"� WATER SERVICE 520 m.,uLr noa ASSEMBLY 542 BLOCK 5 fj0 ��' auEv snow BLOWOFF �j70
�ws .� row
SAMPONG STATION
THE KUPFERLE FOUNDRY CO.ECLIPSE NO.88 1°TANK VENT
(TO OE SUPPLIED AND INSTALLED BY CONTRACTOR MSA VENT GP�
WITH 1/4'BALL VALVE IN PLACE OF I/4" 7' BROOKS 37 METER BOX
PET 4;ON VENT. (2j B S REQUIR
FINISH GRADEl ALVE BOX
ST TOP
ON w 3 1/2- -0 BRASS STANDPIPE 1'STREET e'MAX-
1'BURY UNION 12"MIN
t`CIABINATLON AIR& UUM)
VAC
Ei /UD 910-C SME 1"AIR VALVE 1B'MAX
3
IB" - •> ,\
1"SOL VO STEEL PIPE SHAFT CONCRETE SI-j- IS"910 VALVE BOX TOP(01.) 10•
2"SQ OPER.NUT OR 1'SOLID STEEL ROD TO IRRIGATION (SEE BELOW)
i/B"MINIMUM 6'ASTM 3034 PVC PIPE 1'r 3'BRASS NIPPLE
1"90'ELL
1/4"MATO"
s^MaX CLEARANCE6a 3/4"BALL CURB
VALVE W/
I TO RESIDENCE ME R SB,ON5TODOS 3
PLAN i'BRASS 90•ELL
;:ROCK GUARD 1/4"STL.PLATE CORPORATION STOP COMPRESSION 1"COPPER TUBING
1-x B-BRASS NIPPLE
TO BE 5 4/4-DIAMETER METER BOX DOUBLE CHECK MUELLER H-15008
WHOLE IN CENTER TO 1� PLACEMENT OF FIRE i"BRA55 COUPLING
VALVE ASSEMBLY
ACCOMODATE MOVEMENT PLACEMENT
OVERRIDE 1-CURB STOP
OF SHAR - PLACEMENT OF VALVES
' SUPPORT COLLAR WELDED 3/4"K-SOFT FIRE HYDRANTS MUST
12".2 1/2.3/8•LONG TO SHAFT t2-_i8" COPPER(DOMESTIC) BE PLACED AT TANGENT =---:---T:
ELL
1 FLIT BAR 3/4"COMPRESSION x MIPT MAIN OFTHECURB ARC TYPICAL PLACEMENT OF VALVES. tSTOP 18"x 12"x 2"CONCRETE PAD
90 ELBOW PLACE VALVES AT THE TANGENT
MUELLER H-15531 OF FIE CURB ARC.7'IN FRONT
ASTM 7034 PVC PIPE 6° 'MAX 500", OF FACE OF CURB AND/OR 10'
3-z ZION 2-LONG FROM CENTER LINE OF ROAD
BETWEEN VALVES
L SQUARE TUBE 1"UNION EACH SIDE 7 NOT TO EXCEED AMPLING STATION s
24"DEPTH / CONCRETE SLAB 1 FOR 12"AND SMALLER WATER MAINS
NOTM
I z— CRUSHED ROCK BASE ELEVATION MM f 2. VENT PIPING TO BE GALV
1.VALVES ARE NOT TO,BE LOCATED IN CURB AND GUTTER AREA
LRU2 VALVE ROWS ARE
RBEQUHRED AT EACH VALVE LOCATION 3 SLOPE COPPER TUBING FROM
INSTALLATION SHOWN IS ONLY A SUGGESTION,
VALVE BOWS CONSIST OF 8"ASTM 3034 PVC RISER MAIN UP TO AIR VALVE tM MIN-
1 DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER 8
LO `WTD AND IB"CAST IRON 810 COVER 4. LOCATE AS NEEDED OR REQUIRED
MIN SAS 4,MAXIMUM SPACING FOR VALVES IS 500 FEET
..
Z. BRASS,STAINLESS,1X2 PLASTIC PLUGS TO BE INSTALLED IN TEST 5.ALL VALVES ARE TOCONFORM WITH AWWA STANDARDS 5 CONTACT CITY WATER DEPARTMENT FOR ACCEPTABLE DEVICES.
1) EXTEND 2'NUT TO WITHN 18.OF FINISH GRADE COCKS IF BELOW GROLJND INSTALLATION. 01Rg 8.GATE VALVES ARE REEDUIRED FOR B"AND SMALLER PIPE 6 PROVIDED&INSTALLED BY CONTRACTOR
WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM
FINISHED MADE 3, DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE,FREEZE PROTECTION, 7 BUTTERFLY VALVES ARE REQUIRED FOR 12"AND LARGER PIPE
AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS
FOR INSTALIA'RO N
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+xEPTRN4:c mc.PE, 1xEwoRF s,zru.P F IRRIGATION DOUBLE „ s.x"E•°.`. swc„" TapwalE s WY,f. TYPICAL VALVE na0p°ar ""`' "
OPERATING NUT ,Na oT1a xa Ao cc",E W an.x.e 9W0 xo a• 1' COMBINATK)N
_ ■ _ "x` x W. SAMPLING STATION
EXTENSION 505 CHECK ASSEMBLY 531 S72 575 M4MR]0++ AIR VACUUM VALVE
4AvuAWr a41+ AND HYDRANT LOCATION SJO
wVO1.a. i"w+m."� u 'N+,m' nx nNiaimr,"' "� •,a
AS-BUILT
WASHINGTON COUNTY CASE FILE 14-026-S STANDARD DETAILS
2013-96.3
DESIGNED BDGSHEET,
DRAWN Bes r='�zet�._� 1.1c Centurion Homes PARKPLACE ESTATES
•
SCALE' NTS 10/05/2015 2 AS-BUILT - - 7126 SW GonZaga St.,Suite 200 Tax Lots 300 and 400 D4
ENGINEERING SURVEYING PLANNING Portland,Oregon 97223 �f�+
DATE' May,2014 10/08/2014 1 REVISED PER 77GAR0 WATER REVIEW PC Box 1345 503/481-8822 T.^c., RAW., Section 08AC
FILE Park Place Details DATE I NO REVISION Lake Oswe 0,Ore on 97035 email thetaen wrncaS1 net