15662 SW HALL BLVD f• . I _ I N WATER CONSTRUCTION NOTES:
I \ \ l y 1W '°' 1. AN ESTIMATED 12% OF THE WATER SYSTEM COSTS MUST BE ON DE 'O;IT PRIOR TO BEGINNING CONSTRUCTION ON 'V.ATEZ LINES, ANO TO r;t:E'VE A
T.P.W. (CITY OF TIGARD PUBUC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. a
a-
3 �� \ \ i P`i 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF T.P.W. STAMPED A`'PROVED PLANS ON THE CONSTRUCTION SITE A, ALL TIMES. a
3 4 1 2 LF _�� - -- k -
I i IN .. r i - - 3. CURBS MUST BE IN PLACE PP,u,. TO INSTALLING WATER MAINS WITHIN NEW SUBDIVISIONS.
9 DIP ~ -
EE(�ID\ /�� X 4, NOTIFY T.P.W., WATER DIVISION 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SET UP A PRECONSTRUCTION MEETIN . TELE';iJhE 6a9-4171. - _ -
---- ` _-- ._- -- _ qi- - J I -�T �y 5. ALl WORK SHALL BE IN CONFORMANCE WITH A.W.W.A. (AMERICAN V'ATCR WORKS ASSOCIA IION)STANDARDS. z
CONNECT TO EX 12 i �`" ' -- �6, �y 6. ALL WORK WILL 3E INSPECTED AND APPROVED BY T.P.W., WATER D'MSION.
w w I `i j I 8w �� `\\�. \ • 1 f► -�� 's�IvIVL ��I,7L. / v
PIPEWITHAl2x8 - !"
Ir-
S 88 42 32 E 326.16' _
TAPPING TEE AND �� - _ �' '~-- ____ S �- 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED OF NEW Idr..,,UFACTURE AND MADE IN THE USA, PIPE WILL BE 'TYTON' JOINT DUCTILE
-- M, /1 9 _- - ,T_ IRON, CLASS 52. ALL FITTINGS SHALL. BE MJ MECHANICAL JOINIj UNLESS OTHERWISE SPECIFIED.
GATE VALVE rt-- --- - w 1 \ 4 4 7 0 (MECHANICAL
CONTRACTOR ►-
TO � --
3 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHT-OF-WAYS SHALL. BE 36". BACKFILL SHALL BE 3/4"(-) GRAVEL.
CONTACT CO WATER ._I� -- 4431 1 -
DEPT FOR E AND I 2 I v 4469 4433 i 4 20 409. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED g
--- 4� SCALE: 1"=20' o
TYPE -`lam 1 �Ir 2 4 INSTALL - � .` ! I '- ;` /.. =; � � i 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQ.FT. OF BEaRING SURFACE ARE REQUIRED AT EACH TEE, CROSS AND BEND LOCATION (SEE I�
- � n, r DETAILSF z
�-- 4*46ND 4434 _ '/ ,'~ ' ri1� 'ill i? OR MIN. BEARING AREAS). U C'
11. A4" X4" X P FROVT a- Z
_ 8 0 , PAINTED BLUE, SHALL BE INSTALLED IN OF EVERY 2-INCH WATER SERVICE LOCATION, AND REMAIN THERE UNTIL THE WATER METER �
INSTALL 19 *nll -` IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2" IPT TEE AND 2" IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER2 3 8' DIP 4 435 COMPANY.
LUMINAIRE 4 4 t o
- d -- 12. FIRE HYDRANT ASSEMBLY CONSISTS OF' A MJ X 6" FLG. (FLANGE) TEE, 6" FLG. X MJ GATE VALVE, 6" MJ X MJ HOLDING `-DOOL, AND A MODERN MUELLE�< 0
76 LF 1 INSTALL I I CENTURION FIRE HYDRANT, A-442, 6" MJ, 5-1/4" MVO, 3-PORT (2-2%" NST HOSE CONNECTION, 1-46" NST PUMPER), 1%" PENTAGON OPERATING NIUT,
�� 8 DIP J 7 - - _ OPENING LEFT, COLOR: YELLOW, APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION. w
22.5 BENo 4440 -
%;I,
3 I 4 787 37 r I I 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1' CUBIC YARDS OF CRUSHED 2" - ?" DRAIN ROCK. TARPAPERCK I
44 9 446 8 I I WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE RUCK FROM EARTH COVER.
) INSTALL 1, MAXIMUM LOSS OF 5 PSI.4439 I I I ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6"
14.
LUMINAIRE 5 cNi, I THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE Ar APPROXIMATELY 90
I 8 8-3 I I I I DEGREES WITH AT LEAST 16 OF SEPARATION BELOW THE WATER LINE.
_ 4 8 8 24467 \\ ; I i 1 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS FER SQUARE INCH SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF
1 44 1 t_ y - -- �� � I 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A - -
I 4485 � I 1 4466 .� r, INSTALL �) � 1
4442 I 16. UPON SATISFACTORY COMPLETION OF TE-TING, THE NEW MAINS kND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER r
�� I 4465 /` LUMINAIRE I PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEA_)T 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD
4443 <PRNATE> I C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE
' a SHALL BE A CHLORINE-WATER 6OLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 L'G/L (MILLIGRAMS PER LITER). THE DISINFECTION MIXTURE WILL BE
IT EXIST COBRAI-{CfiU90 2 } U u I PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS n
ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WA[ER SHALL ,� $
-- PC.E 3 LUMINAIRE TO ) - MI ATE � - - _ _ I BE RETAINED IN THE PIPEUNE LONG ENOUGH TO DESTROY ALL NUNS �
REMAIN ON POLE 4489 ► ERMIT 44 PORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE
N 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE R-:SIDUAL OF A LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM
_ _ ,n EX HYDRANT ON THE UNE UNTIL THE WATER THROUGHOUT THE PIPELINE iS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. c� o? i
\ Z W
1 - ti, DA NQ PAW DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WAT R T F W INTO A' WITHOUT A 171 0
4463E 0 LO N O A WATERWAY OU DEQUATE �
J S47C 0 L TO N � ) DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLOFINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF �� .0
I -- OF THIS PROJECT THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL. TESTS WILL BE
25 C TAKEN BY TPW. S
17. PROVIDE AN ECUPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2'-0" Uj
I rt BURY, WITH A ?" FIPT(FEMALE IRON PIPE THREAD) INLET, AND A ?" UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A
r 4450 TR /� �"1 �" I - -�_ LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION, AND THE WATER U
94451 I `\ I 449.2 1S- -.t__l WILL FLOW IN AN ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE `?EMOVABLE FROM ABOVE GROUND WITH NO DIGGING. A COPPER � C�
A k M, A U j P RNATE CONTRACTOR • - VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVcNI FREEZING, AND TO MINIMIZE BACTERIA ('
pop II c Lti ` I i RM ERMIT- TO OBTAIN FROM 4461 4491 I �1_ GROWTH. THE EXTERIOR PIPING WILL BE BRASS, AND A %_ BALL VALVE SHALL BE PROVIDED IN PLACE OF THE �" PET COCK ON TFIE VENT PIPE. z 7
'T _r n� I I BUDDING DEPT. ;� 445?_ 4453 ) 18. TPW WILL INSTALL ALL COPPER SERVICES AN SAMPLING Ln <
I �, D S LI G PRIOR TO SURFACING OF STREETS. WATER METERS WILL BE INSTALLED BY TPW UPON w Q � ,-
r H X �� r - i 4460 4456 i INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE
1 `� 0 0 `� 4.459 �� '� � I APPROVED BACKFLOW PREVENTION DEVICE , MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER
1 I 4.00 4454 45.14 �- - _1 f, I METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FA61LY, INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER
24 - 4457 I I OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION
W 4521 Q �j 1 DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH 19E RESULTS FORWARDED TO TPW WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN.
RELOCATE 4548 = 4458 V 445 451G 6 II 1 19. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS TO WHICH
EX SIGN i V i 4513 4493 , I WILL BE ADDED 10% FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLING, ETC. AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS-
s . Ilan% i 4520 . I GUILTS DRAWINGS, UPDATING MASTER MAP, INTERSECTION MAPS, ETC.
1 O 4 11 4+4
0 - -
x r,� ) N c
N I ,,,_ 451 dy .. 4495 *NOTE*
0 4547 "r� 4522 4'Sa + N Y t o r
, , 4 nr 44 g _ 1 00 n A _ 4"LETTERIN3 ALL EXISTING WATER VALVES ARE TO BE
� \. I I `\ \ /� %✓ �; 1• 451 `Y/ ` j, r/\ t. W��\ � i � f n �4-546
(12"X18)
OPERATED BY CITY OF TIGARD ONLY.
Q ! .�. sw DURHAM cT (30"x6") o
i l 45220 , r - � -501. . � O
449;
o
I LE TTERING 3"LETTERING
i 4544 Y452 �,�r ,, \�' 49` 3 V) o 'm�
- `' 45,E 7 r 44 8 :I�_' 1 �� Z � Cr m L
i'1� 1 ,:
I` - r- ' ~ -_ NOTE. r I I
I I �O� - . -� r 4 BLiIr_ BACKGROUND 6
4518 ,ri,� I w2 D3 r 0 f 1 w n
11
4543 �r �1, L� WATER SERVICES ARE TO BE 1" 'K SOFT COPPER SE KVICING H Q u c•i
291 4542 '4524 - -- __ UBLIC STREE AND 17� L CO ER OR SCHEDULE 40 PVC
8 DIP ~ I 0 (MEET UPC STANDARDS) SERVICING PRIVATE STREETS, 1 SHALL �i 3 w vi o�
4553 _- 504' + SPEED BE INSTALLED BY LISCENSED PLUMBING CONTRACTOR. w � c� Z U, o w
4525 I ':'I\�' i ! (24"x30") �ab ft -50s PSL pe., :?-r 3a #'OIC 1-6 6-. F!� �w� u.., }r wi'1t. P(A✓y ,4*01' r- � � O � � � !� z
h+i
I I I 22 4505 / I 1 1 (12"x18) �Yy�'P,r,vs k.wvtv.'!.mccr, Ma+,r•.w le Lcsd 61' 04 iY = x
----1 I / C 4 L. - .
25o 7 YL� �v�`al n L 4 f.�a� Pie ps u✓�✓s�.Ex r�SA,w L I e t�+�, N 0 ,., =a
3 •�„ a v
I ro 1 INSTALL f; 50 I P.romA~c I.%�4G(.►t( g0 IPS T�'I IPV•s��•c. Q �.. i•3 t/a..•.wi I 1 gG ..i 14. z (1.
4 54 4 X55 I LUMINAIRE - � ��
v o
14 450615 :. ___ 2 -
453 „ ,,,/ \ I W2 OR2-1 CITY OF T1GAR H
1 507 I Approved
f�n:,,a .ww , �,��?c�t.... .[XI. 04
% 4 33 �� IIx"x ) COl1ditionatly Approved........................ .[ 1
i I ` 534 >� I PRNATE ROAD a`` `` For only the work as described in: FILE COP
4 5 3 6 I TO BE WHIE IT NO. L M o `'--'--�� •- --
.�W i INSTALL I PERM - �-4
I c12"x18) NOT MAINTAINED BY " �`�E
4537 LUMINAIRE I I REFLECTIVE See letter to: Fotlow...... ..... '1 1'
1
<PRNATE> ■ I Attach.......................
•'� I�
4.�3 1 _.. ._. _. CITY OF TIGARD Job Add ess: _
e BACKGROUND
w Y
/ r
\ - i r -� y;� w I I a�< Date i�_a21-tea.
t3 PROPM STREET LIGHT:
TAX IV r' NG
W2 _LL TTERIN ; 30-toot, bronze, direct bury, fiberglass pde
5 4 1 with 8' arm 100 watt h s
., 7 W _. r C C' - - I PUBLIC PRN --- 526 p ��
PERMIT PERMIT
' - -- - _ _ t 'ShoeBoz• style luminaire, rr `''E�u
4541 5 6 4532 -:�s• ..-- - _4562 I N 0 25-feet above the roadway. SAH 2 ZO 4 J
RESTRAINING ` I (i0-x30) RD �.J l m
R40, == JOINTS i i 5 ` (30"x30") QTY REQUIRED: NINE (6) lights.
S 0 P OUTLET G►tY OFTtDA z
p I 20 i 8 PUBLIC STREET T`' - L=NG O1010" J �C
N C�. C` i BU LIGHTS 4 PRIVATE SIRE ��ISMS - 2 -I _J
I v aw. - 1/�/ (� 4 9
- v I., I �J� % Schedule 91, Option 8 Schedule 14, Option A < � [)
VV L
o I L. ._ EXI�'T CQBRAHEAo / v I \ A M l J T T + �� 3 9
R51
I LUMINAIRE TO i f CONTRACTOR w l I F,1-I _ W14 -2 Lighting Developer to contract with PGE }-
o Q 9 REMAIN ON POLE i PUS IC P IVATE_ tj(n 0. \ 4 LETTERING Todd's Lighting do Electrical LLC Q
3 n - 4 7T& PE TO OBTAIN FROM _ 9 for instdlotion and maintenance 1---
ITfSTALL 8 X 8 MR BUDDING DEPT. '' C.C.B.1146666 C --
y MJ PLUG Qg,
� I SW AVO PL (3o"x6") __-, r- 19519 S KARL ANN CT.
Q a r` N OTE• ,__.� o
3 Z x r 18o ` 1 I OREGON CITY, OR 97045 < --
�, Iy. '>w�' 1 �. 3"LETTERING 3"LETTERING DEVELOPER TO PHONE: 503 742-1899 :�E w
m '' - CONTRACT WITH FAX 03 742-1900 `�
o INSTALL FIRE 5 .9 16 Q TH TNI:_ I `.
I ° HYDRANT ASSEMBLY 1-7
I 3 Za" CITY OF TIGARD F012 I /�� `I C�
}%>•.i, I �
I`-
�
-
�4 60 1 SIGN CONSTRUCTION!DTL# 542
SW HAL BLW AND INSTALLATION. LiJ Cn INSTALL F (30"x6") 14"1 D3 �5662 SVHALL BLVD
d �r 45 9 PLM2044-00025 M73
Ll IMINAIRE Ion Q
._.._ �
CL
9 , 4582
(_..r_-r- n = 1• �_ .._. 1 ` r i - '� " J - _ -�- i�// / :,� - _ . ��/�'- 4"LETTERING P.U.E. ; R/W
-r I -- P.U.E.
--- W DRIVING LANE7. 4\'0sW COLTO cT S/W
-
c�
2 ' rr7, I } 3"LETTERING 3"LETTERING
�;.,__ _____. --� � � 5' PLANTER 5' PLANTER
.... 5S
- STRIP STRIP
�' -----._• ►-_ 1 �____ __. G- Air. T BLUC BACKGROUNDD3 S/W
_
- -
-_ -_1-�L INSTALIN8� 1, ' W 27 d
__ 7.9 DA;F l[ET
p RELOCATE -- - -- ...___. _.. .. ._._ ....-_ I7A}FIC
EXISTING 50.00 ..__..L_ _.._..__._______ 05/01/03
-- �-� _.
I SIGN IH - - - _ TYPICAL SECTION ';C,I.F 1: 20 F
--------- VV D J R A M R D STREET LIGHT AND TREE LOCATIONS
( CR23 ) uw,; N��F 11
fi-- ----- c ._ 8.WAT-DTIC
--
NOTICE: IF THE PRINT OR TYPE ON ANY Ir_ 1I1-1 IIII-I- I 1I -I II I-I-IIIIi-l-ll-l I IIITT-l-ll -l I-I -Illf1 -1-I1- 1-IIl�i_t_ l _I _IIII I_! I II Illll IIII -! Il -I11111 I1Ji1111
IMAGE IS NOT AS CLEAR AS THIS NOTICE, 6gIIIIIII I1111111 IIIIIII IVI1II2A] - 31. 4r_
IT IS DUE TO THE QUALITY OF THE _ No 38
(►I
�ILII II IIII fIIII I�Ilil�II III lb�ll1zIIU��IIFIi IB� IG It Iit IsORIGINAL DOCUMENT 1 63 IILII If t 61i II £1tI18 I �9 IG �9 I 9 IS'!IZ 111 8Il llll iII�II�I�N,wI
I