HomeMy WebLinkAboutTigard Senior Center At`( 'J.
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ENGINEER'S ESTIMATE:
210' of 8" D. I. @ $28/ft $ 5,900 - 21Y__ 1 .P_
1 fire hydrant 1, 200 I
k Miscellaneous 600
Total: $ 7,700
CONSTRUCTION NOTES:
l
r CONTRACTOR' S BID (ESTIMATE) : ', { 1. Notify Tigard Water District prior to commencing construction.
Contractor' s bid $ 6, 500 2. All work shall be in accordance with A.W.W.A. standards.
TWD: 18% overhead and
engineering . . . 1,200 3. All work will be inspected and approved by Tigard Water District.
«� �- Total: $ 7,700 4. Fire hydrant assembly consists of 8" MJ x 6" Flg tee, 6" Flg gate valve, 6" Flg _ 3
1` x Flg spool, and Pacific States fire hydrant, 54" MVO, 3-port (2-22" NST hose t
- = 44.
" connections, 1-41/2" pumper) , 6" Flg connections, 1 2" Pent Opr Nut, open left, 9)
color: red, traffic model. " 12`
METER (EXACT COST) m ra
5. Fire hydrant shall be installed upon a pre-formed concrete block with 1 z cubic ra 0 0
3 300 yards of crushed 12" drain rock. Tar paper will be laid on top of drain rock ; Nc
1 2" meter $
to separate rock from earth cover.
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6 . Poured concrete thrustblocks at least 8 square feet of bearing surface at each f °' ®
1 _ tee and bend location.
II7. 36" of 3/4" minus gravel cover for all mains. F Q � L
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8. All sanitary sewer lines 10 ' laterally or 3 ' vertically of water mains shall be CD 80
encased in concrete 6" thick 10 ' from crossing. Where crossings are necessary, w�
they must be made at approximately 90° with at least 18" separation below water ® as� al
main. 3\... ilh
9. Main shall be tested at 150 psi for 1 hour. Static pressure = 100 psi. Pressure- E• 0a
reducing valve will be required on the customer side of 2" meter at customer' s �'
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expense.\\ ,,, 0, ,.@ N
�.yd ®
u 10 O.S B.H. bacteriological tests required. 2 ® 8 1 6
Ik 11. Upon completion of installation, contractor will advise Tigard Water District of g#'
t — I3/ total construction costs to which will be added 10% for district inspections, v 12 c� s
water loss, overhead, administration, sampling, etc. , and 8% for engineering, E
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_ __.__ ___.-._- including permits, "as-built" drawings, intersection maps, etc. 1- w 8 `t
i i } MATERIAL LIST:
Item Quantity )
1 > L � ( cQ'____ _p MAP 24 e,_� 4_e -
8 TJDI pipe, Class 52 210 feet
A - r55- t-s"--- _' 8" MJ butterfly valve 1 each J €�� 1 .
.� �1 j 8" MJ 45 bend 2 each
rGtz 8" MJ x 2" IPT tee w/2" plug 1 each TIGARD WATER DISTRICT
,��
�- f 8" MJ. solid sleeve (L,. P. ) 1 each $4�$ PROI
hl w 49� 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223
`GJ ,GINF4,
�`' 12" P.E. x 8" MJ reducer 1 each �t�9 TELEPHONE: (503) 639-1554
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INI Fire hydrant assembly 1 each �� , �� //r, WATER PROJECT
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"� Robert E. Santee, P.E. Administrator
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7 BOLT 3" ABOVE SLAB '
FOR FUTURE GRADE -� ' 44,4100/
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SEI�/EFZ GI..A� G TRENCH P�KF LL
DATE TIGARD SENIOR CITIZEN'S CENTER TIGARD, OREGON
SHEET ; _.
pE® PPO!
SSE U OWNER UTILITY IMPROVEMENT PLAN F I
`tv� �.01141 fie DESIGNER
ar . fde - I�I�R CITY OF TIGARD
- �■�'Wr 12420 SW MAIN STREET• v" 1
1308 SW Bertha Blvd
/�' � I --- DRAFTSMAN
engineering Portland. Oregon s�2ts TIGARD,OREGON 97223 SANITARY SEWER
`- wy ,,, 503/246-4293 JMt.ti' DRAWING NUMBER
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SOS consulting engineers REVIEWER PHONE (503) 639-4171 ,
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HER No. REVISION DATE BY
_ P'wec 68/ Sheet '/i 4
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