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---� 16. TIGARD WATER
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EY/ST/N5 -Pr 8841 S.W. COMMERCIAL STREET •TIGARD OREGON 97223
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TELEPHONE: (503) 639-1554
_--- -- _.__ ._.__._----___`_-_--------- / WATER PROJECT
StJlvtA'ti.:_ R FIE L
— , / ALDERBROOK APA THE 5
z S.- -. .) U R HIS 1 R0A 0 P A 6 E l Of 2 PA6E4
' 0 EX'/STIM0 Sr" G,.y. _
-.S F,N. Robert E. Santee, P.E. Administrator
1
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•
Q CONSTRUCTION NOTES:
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1
EA-/Sr/ G.v,'s 1. Notify. Tigard Water District prior to commencing construction.
0 F.N.
1 2. All work shall be in accordance with A.W.W.A. standards.
3. All work will be inspected and approved by Tigard Water District.
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4. Fire hydrant assembly consists of 6" MJ x Flg tee, 6" Flg gate valve,
6" Flg x Flg spool, and Pacific States fire hydrant, 51/4" MVO, 3-port
(2 - 22" NST hose connections, 1 - 42" pumper) , 6" Flg connections,
14" Pent Opr Nut, open left, color: red, traffic model.
/ 5. Poured concrete thrustblocks at least 8 square feet of bearing surface
�� at each tee, bend, and blow-off location.
N . minus 36" of 3/4" gravel cover for all mains.
7. All sanitary sewer lines 10 ' laterally or 3 ' vertically of water mains
shall be encased in concrete 6" thick 10 ' from crossing. Where cross-
ings are necessary they must be made at approximately 90° with at least
f 18" separation below water line.
''--` 8. Mains shall be tested at 150 psi for 1 hour.
N
n/ 1` -,, N / j 9. O.S.B.H, bacteriological tests required.
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a: ;A, ' /�� �- 10. Individual pressure-reducing valves will be required for alla •
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d meters inthis -
project. Average pressure 100 psi.
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f y ;:` P�A � L� 11. Tigard Water District will install all copper or galvanized
;�` " s �i 0 services prior to blacktopping of streets. Meters will be
` UN1 T�S \
� �" .t /F. installed by the district upon individual request for same.
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° . ,4. ' A` {V 12. Upon completion of installation, contractor will advise
/ tt n rV e ___ _,_. ' Tigard Water District of total construction costs to
1
/ \ which will be added 10% for district inspections, water
/ !� ,"r .` a ,,'` .`p loss, overhead, administration, sampling, etc. , and 8%
14n ` `� J �,.'+ for engineering, including permits, "as-built"
'� �� drawin s P
intersection maps, etc.
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.ice 1 [ YF @,+ ! 1.s.L - _.
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��� �� �,' ;c' BENS MATERIAL LIST. Phase
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` � s� c ` t• _ � / / \ EX/STING F.H. 1 2 3
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ALL p0 _ \
` " s E NS r., `� r560 '
t . `,t rtV /`/\� d� ( ,_ T. X t 6" D. I . Pipe (Cl 52) . . 510 1040 '
r+ per' �. f .`' J /Ns rR L L BENJJS, r
fiv 4` ,a' ��' G.Y. G"MJX INSTALL \. \� �i 12"x6" Tee
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<I I l,< 2" 1J�7' tEE f.N.y�6 tf
`' I7 -- x z"/P \. f'/ 12" Solid Sleeve (LP) . 1 1
r. „ �� I J` `` \ y ,_. _ TEE \S,
.,.,-",....‹, / /-0/ �2-<c N_ �_ {�� A �i.4 1 8"MJ x 6"PE Reducer 1 - -
^- \ p ® �s,, F/ 6" NJ Gate Valve 1 4 2
t-_ 5 _� _ ; 6 MJ 45° Bend 2
v v _ ,. _ a, c• - r' 6" MJ Bend, as req - 7 + -
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\N -`� -. _ a.___�.�_ v" f � '� ,-``� 6" MJ Tee2 1
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,- / 6" MJ x 2" IPT Cross 2 - -
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N/A d �`!4 ` 6" MJ x 2" IPT Tee 2 4 5
`, 1'l� �J /vssAtL Fj IC/ I.YG 6" G.Y. n(,I - fly � . i` ZA 6 Solid Sleeve (LP) - 1 1
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Fire hydrant assembly. 3 3 1
II , I�vsr�tL �"X/�r -- — � _ ._ � coI✓Ir�cr_ 6" u.t. ro .X•S" /Pr TrE EXIST/NG 6."1�:/. _
Enr� aR-oJ rcr Meters:
6
i�a f`/ 2" -14 \ 1 3
INS 74 L 1 F.N,�--a"MJ 1 2" 6 3 2
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17UMRD i V tIIiIIE
_ . - , ®Ri O ,�, TIGARD WATER DISTRICT
_ ___ �.___ to . LL- <r 1,3, '`� ht(I
___ o�fiPT �� 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223
E. TELEPHONE: (503) 639-1554
I
/ - WATER PROJECT
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Q
�/ - _ALDERB)?OOK APA TMENT
_._ _ _R_ _A ROAD- ° PAGE 2 OF a F'A G S
- - - - _ __-
a nr Robert E. Santee, P.E. Administrator
— _ _. _____. - -- I Q 1. Scale; /" :I: SO' AUG 1971