Oak Tree Apartments - 10954 SW Durham Road rL
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' I ' __ ___ : � 94 units 2 - 2 " meters
6 - 1 � ' meters
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.; METER COSTS .
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CONSTRUCTION NOTES :
MATERIAL LIST : _
2 2 " meters @ $ 4 800 = $ 9 , 600
1 . Notify Tigard Water District ( TWD ) prior to commencing construction . m i 6 - 1 meters @ $ 3 , 000 = 18 , 000
E John Miller or Randy Volk at 639 2591 . Ite Quant i ty
f: Total : $ 27 600
2 . All work shall be in accordance with AWWA standards . „ f® ,
8 TJDI pipe , Class 52 . . . . . . . . 330 feet
3 . All work will be inspected and approved by TWD . pipe ,
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� 6 " TJDIClass 52 . . . , . . . . 280 feet
4 . Fire hydrant assembly consists of 8 " or 6 " MJ x 6 " Flg tee , 6 " Flg x MJ „ .
I . s " 12 MJ butterfly valve . . . . . . . . . 2 each
gate valve , 6 MJ x MJ holding spool and Modern Mueller Centurion fire „ „
TQ 5W II3TN l� VEAJuE MODERN MUELLER CENTURION O R � - O a BEHIND BACK „ 12 MJ x 8 MJ tee . . . . . . . . . . . . . 1 each REBATE ON SW DURHAM ROADID
FIRE HYDRANT A • 442 6 MJ hydrant , A- 442 , 6 MJ , 5 MVO , 3 -port ( 2 - 2 NST hose connection , „ ;
OF WALK 12 MJ solid sleeve ( L . P . ) . . . + . 1 each
5 I !4 " MVO, 3 PORT , I i ! 2 " 1 - 4 NST pumper ) , 1 Pent Opr Nut , open left , color : yellow .
- 230 . 49 feet x 18 . 08 / ft= $ 4 167 26
PENT OPR. NUT , OPEN
LEFT COLOR : YELLOW 5 . Each fire hydrant shall be installed upon apre - formed concrete block 8 " MJ butterfly valve . . . . . . . . . 1 each �¢ .
with 1 cubic yards of crushed 1 drain rock . Tarpaper will be laid 8 " MJ x 2 " IPT tee 3 each - - -- - - -- - - - - - -- -- _ _ _ _ _
on top of drain rock to separate rock from earth cover . 8 " PE x 6 " MJ ( SEB ) reducer . . . 1 each
Q 8 " MJ bend . . . . . . . . . . . . . . . . . . . . As required o COST PER UNIT :
6 . Poured concrete thrustblocks at least 8 square feet of bearing surface "y
VALVE BOX at each tee and bend location . 6 " MJ ate valve
• g . . . . . . . . . . . . . . 1 each Pipeline + meters + rebate
_ a SIDEWALK EXTENSION
3" OR LESS a> 2 7 . 36 " of 3/' 4 - inch minus gravel for all mains ,A . C . 6 " MJ x 2 " IPT tees . . . . . . . . . . 1 each Number Of units
3 each
:01 : . . . •: : • . 8 . All sanitary sewer lines 10 ' laterally or 3 ' vertically of water mains „
- � � r � � - � ,, 6 MJ bend . . . . . . . . . . . . . . . . . . . . As required $ 20 , 000 + 27 , 600 + 41167
toll - ' � Iu�rrtll shall be encased .in concrete 6 thick 10 from crossing . Where cross - � O � N � 9 4 -
r�+ � ings are necessary , they must be made at approximately 900 with at Fire hydrant assembly . . . . . . . . . 3 each 71
least 18 " separation below water line .
MJ HYDRANT OUTLET 6" FLB x MJ � � - _ _ -_ _ _ _
$ 551 per unit
GATE VALVE 1" 9 . Mains shall be tested at 150 psi for 1 hour with maximum loss of 5 psi . -- - - -- - - - - - ---- -- _ ... _ _ _ _ _ _ _ _ __ _
N OR
Static pressure = 100 psi . Pressure - reducing valve will be required 1 �� � ��h'`
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ENGINEER S COST ESTIMATE : � � , *�
c3 � .. _ , • .. _ , at each meter , paid for and installed by owner .
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' ' - MAIN W/MJxFL G pipe g P y 330 ' of 8 D . I . / $ -
10 . All i e and fittings be cement- lined . Pipe will be T ton Joint „ -�
@ $ 24 ft . . . . . . . . . 7 , 900
COVED ROCK , ;. . TEE ( SEE PLAN ) Ductile Iron , Class 52 . 1
W/ TAR PAPER ---- mix M� 280 of 6 D I @ $ 18 / ft 5 , 000
.p .•4Z60 . . . . . . . . . 4
BEFORE BACKFILL- . : _ . � HOLDING SPOOL THRUST BLOCK 11 . O . S . B . H . bacteriological tests required . 3 fire hydrants @ $ 1 , 500 each . . . . 4j500
—
sIs SQ . FT. MIN . Miscellaneous : cut - in , etc . . . . . . 2 , 600
BEARING12 . TWD will install all copper services prior to blacktopping of streets
and driveways . Meters will be installed upon individual request for
CONCRETE PIER
f Ill = 3/4 BLOCK ( 3 SO. FTs = I �A .� Total : $ 20 , 000
same . TI CARD WATER DISTRICT
DRAIN ROCK 2 ° Sp , BASE )
13 . Upon completion of installation , contractor or developer will advise Contractor ' Bid Estimate :
TWD of total construction costs to which will be added 10 % for dis - SCALR ; t #1 � f1 #lial ## APPROVED BY • DRAWN BY
tract inspections , water loss , overhead , sampling , administration , etc . , Contractor ' s bid estimate . . . . . . . . $ 17 , 000 DATE : NV p REVISED
STANDARD FIRE HYD RANT and 2 % for engineering review , including " as - built " drawings , updating Ti ( 12 % ) adm . , engr .. review , etc . 2 , 000 8
... .• - master map , intersection maps , etc . Engineer ( 6 % ) ? . . . . . . . . . . . . . . . . . . . 11000 SYCAMORE TERRACE
BJK 14 . The estimated 12 % noted above must be on deposit prior to beginning IYI APARTMENTS
Total : $ 20 , 000
construction .
DRAWING NUMBER
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22 X 34 PRINTED ON NO . 1000H CLEARPRINT