HomeMy WebLinkAboutThe Windmill CONSTRUCTION NOTES:
1. Notify Tigard Water District prior to commencing construction.
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.
4. Fire hydrant assembly consists of 8" or 6" MJ x 6" Flg tee, 6" Flg
gate valve, 6" Flg x Fig spool, and Pacific States fire hydrant, '
51" MVO, 3-port (2 - 2h" NST hose connections, 1 - 41" pumper) ,MOO
6" Flg connections, l4" 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 IATER
16 5T• 6. 36" of 3/4" minus gravel cover for all mains.
T1GAt3000L 7. All sanitary sewer lines 10 ' laterally or 3 ' vertically of water
bI5TRICT P_R E?`_� L+ !sS • � mains shall be encased in concrete 6" thick 10 ' from crossing.
I:�STI�LI. �',B,� IIti! � EXISTING �"�'7 g.
,I; METER BOX BENI I? Wh re crossings are necessary, they must be made at approximately
Slt�EWALK EXISTING 8x4 90 with at least 18" separation below water line.
.J_TEE,4"G'y 8 . Mains shall be tested at 150 psi for 1 hours. Static pressure =
• e E]-l_. 3700 80 psi. -
•
9. O.S.B.H. bacteriological tests required.
T. T
E t3TING _8'D.l. _
5 J7 10. Tigard Water District will install all copper services prior to
blacktopping of streets. Meters will be installed by the district
La" B'9 ! 1C ""` �.� upon individual request for same. 'Ii3 k 3$QQBox 5 li. Upon completion of installation, contractor will advise Tigard
y "� 3 IZWater District of total construction costs to which will be added
�Q 4800 , 6rEJTy10o for district inspections, water loss, overhead, administration,
:El-ER
Ye sampling, etc. , and 8% for engineering, including permits,EIS_TJNG inter-
section maps, "as-built" drawings, etc.
i ,r _INSTALL 4�D J. 19 MOO
F-H._g 8 G.V 11111111i
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INSTALL •4`'Gv INSTALL 4000
$ l '� D.l, MATERIAL LIST
8'G5P � p INSTALL 8"x 6"M.J. Item Quantity
_ _ ------- • IE,E, 8" GY- 2.0
8" D. I. pipe, Class 52 850 feet
:1-7NNSTALL 8"x4`�NW. TEE 6" G.V 6" D. I. pipe, Class 52 1,180 feet
13 i 4" D. I. pipe, Class 52 220 feet
BEGIN PROJECT: x
® �` CUT $x.$ Au. - 8" NJ gate valve 5 each
f.�(13L1.1Cz. ".G.l. 1lTAIL F>k JJ''__ _INSTALL
IP �.
CONNECT TO EX.I S-7 � y��*T� ?•�/ � e:,:�.. � _: }��..;v: M�7�. a t e.�.ua i . .-:. . ...:.., .�. °� ;: 3 Fii -:: ' LE. V-Y. AM/ , g v�.�...._._.a,:'i..,.�.s.... . "._.p...a..f Sari:.,... ...... l each.._
50_00 +WO MG 8'';(8'. NLJ. TEE 29- e8 ,,2. • ' SOLID SLEEVE
4" MJ gate valve 1 each
W1 84'Da. ? 8" G.V. K s END PROJECT 8" MJ tee 1 each
6400 INE\ 8��x 6 4" MJ tee 3 each
I 'INSTALL ar zp 8 x NJ tee 1 each
, 8L D_I. -0 0 _. -VV LY 8" MJ bend As regd.
r
INSTAC! s_ ,7 6" MJ bend As regd.
30 `O 8" MJ solid sleeve (L.P ) 2 each
BENQ AS INSTALL 8'x „ „
INSTALL BEND- ko E7 6 MJ plug w 2 IPT . . . . 3 each
1 REWIRED I� ®; { p g / � . . . . 1 each
. REQUIRE[36 S Nt.J. TEE 4" MJ plug w/2" 3PT. .
eff , 1NSTAL:L`8!'G. . Fire hydrant asser�ihly 3 each
— 31 IN STAt L 1.3 E 1ST I NG 1=N._, 4`G.1. �, t �•
al
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j a EX15TING 8``G.l., $" C.1 l4{tote'
20
J9 k ' M.J.TEE 8'�G.V. r;s� c�� Q�. ta
33 INSTALL/ t'i!!"� its V „ate%,
iNST1 LL a'BO. I39 (�f tesa�, Etta
BEND- A3 IN METER �3
IJfUl2 {� BOX BEHJNI� (QEaNAC`r
GO-
'0 t*cteWI tese-- los . te;E0,a ey.eS. a ��� ciA61
_� $� Ate OA lit wed{tx,,,, �. 3ECTION 34 T5, R I VV, WAtt.
{t�`� �`
4.
.� ;ff�QO '� � INSTALL 2'' B.O. IN ,METER >���t�,�,t�Q: � 3ECTON �...� T_.‘,....t-------FlI_TLIRE 6�x6'' NtJ. BOX BENIND SIDEWyALK �`, , R 1W, WM..
TEE , 8 G,V. ? F l-1. FUTURE
35
6..D.l. 3 5W ANN 51: A. �o PROS MAPS 1 , 13
4-3,,,Gillz .,. .., f 5 1 3BB BA
cz
WA H,N T � COUNTY , OREGON
410' ExING 70.5 �, irTiN-:XI%,6 _ ,. EXITING +"C-I. '-
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----- - -� _ BFRT E. SPA
TIGARD WATER DISTRICT
-8000
a, NSTA L :r _ ,. cJc
ao0 8400 EXISTING -eat 1-AKE BEN AS I�EQUJJ )i� I 9 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223
! CUT
«lt,,,
TELEPHONE: (503) 639-1554
INSTALL [=�N, 1 ]A:L TEE F' 8 'G.V.
9 „�i. Wi SOU D SLEEVE Ho WATER PROJECT
n{t4 38 THE _WINDMILL
AVE��11 pp ii
EXISTING 8500 1Tl � , ..� , 11• a
U rn.J TEE T I • Ct. , 1 l. , LYNX
Robert E. Santee, P.E. Administrator
9.131911.391681.1142+4
Scale: I 100' OCTOBER 10, 1978.
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,3ENERAL NOTES:
, -,•:''.:. 1.' II
SHALL BE DONE IN CONFORMANCE WITH THESE PLANS AND WITH THE UNIFIED SEWERAGE AGENCY (USA)/C:Tv De
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,,,,,,, ,....... , TIGAD (CITY; STANDARDS.IN THE EVENT OF A CONFLICT BETWEEN THESE PLANS AND THE USA/CITY STANDARDS, THE USA/
v A C ' 1: CITY STAi4DARDS SHALL TAKE PRECEDENCE. ,.
: .. - ii 4,,, i';:: .• pa ,...-71 LI' --,_:,,N. .-.1"5"" ., A ENO TRunig [//vE RE%A v/14EN r
,.. .' .• ••;,.•'' •x'. OF THE WOK\S
1 N4 -' Cows 7: Al./4 NO- V OVER EX/ST/2" Z/NE
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<,... . NO ITEM OR PHASE OF WORK SMALL BE CONSIDERED COMPLETE UNTIL ACCEPTED BY THE USA/CITY AND THE ENGiNEE
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3. ALL TRENCH BACKFILL MATERIAL AND METHODS SHALL 8E IN CONFORMANCE WITH THE USA/CITY STANDARDS.
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4. ALL PERM:TS AND LICENSES NECESSARY FOR THE PROSECUTION AND COMPLETION RMALL BE SECURED AW PAID"
• • . , ., - ,It , .. //f le' FOR BY THE CONTRACTOX PRIOR TO COMMENCING CONSTRUCTION.
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5. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH
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UNDERGROUND FACILTIES IN THE PROJECT AREA SO THAT SAID FACILITIES NAY BE ACCURATELY LOCATED: I.E. POWER,
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s?_ ' 6. THE LOCATION Of EXISTING UNDERGROUND FACILTIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND IS NOT
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REFERENCE INFORMATION AND NOTES:
11
W. IGN Mc MONAGLE THE wINDmILL
JOB NO. 1
4
I „\ BUILT •
S. l. C i i-8-74 RACED
,/"..)//, . Cl.c.HCEc.8KIVEDI NS
• 78- 118-8S
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, l','' •i ,V, CHEaNrrTisi!mRYcmo2nlagHOMES . INC . SANITARY SEWER PLAN
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ENGINEERS- SURVEYORS
le Associates
110PV ISCRIPTION SUB. APPR. DATE ....-- " ...‘-'*---- R RI S
8905 S.W. COMMERCIAL STREET
DATE
y2
&it/ 'bee k --"R TO TRACING FOR LATEST REVISION -/9- 78 TIGARD, OREGON 97223 - A. '
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