HomeMy WebLinkAboutWTR2700284 EDMON DS AVE NE - NE 12TFI TO NE 27TH W 284
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MSMtlR,,ARD0�1
DATE: October 21, 1S70
TO$ DIRT MCRENRT. Aest. City Ragissar
IRON: TRAPPIC SUCINERRING DEPARTMENT
asp EDMONDS AVENUC 09 free OR 23r4 Itrest to NE 27th Rtraat
Tbis some is in response to Ran Olson's taquiry to facilitate the
extension of the voter line 13 feet from ceaterltae as the east
side of Edmonds Avenue NN from NE 23rd Street to 1.1 27tb Street.
The Rower, liybt, and telephone trench may be relocated so as to
asvo one edge-of-trench on right-of-way without creating now
Problems. Cables at this location will be itrect burial, with
the exeeptiee of one 2-Inch lighting conduit. Where cables ate
routed around front edge of three Ifghtbooes, this will bring
Power (120-240 V) within 1 1/2 fast from water line, if this
distance 1e nteeptabla to you, I ens no other problems.
CL:M't'MOROIN
CEXtea►
ee: �/Rea Olsen
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October S. 1970
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W. C. Frost Construction Co. .
s005 S. 222nd Street `
Kent, Washington 98031
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Re: Edmonds Avenue N.E. Street I>provesent rt a
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4.
Dear Mr. Frost:
The responsibility of the ww:eumaainn lowering mains. and rela and the
ted waterelatedain problem
with regard to the telephone ducts, g
services
has been discussed thoroughly in our office. The decisions as per the specifi-
cations are as follows:
l as lowering of
1. All new waer min watersain$. are the
onresponsibility of the sting
the prim ccontractor.
g of e
2 utilictlj:s is therresponsibility Oft}1the ptimnaontr►etornecessary
a coordinati Of NO per
Special Provisions 1-I1 (page 3) of Contract Documents. -
3. The
lowering water mains and
lddb I
" connctionwih the loweringof thservices
telephone ucts anw SS "
sains are the responsibiliity of rno
tract Do contractor
as per
Speetal
,provisions 1-16 (pap
If further information is required please contact this office.
Very truly yours,
Ronald L. Olsen
W A:mj Utility Engineer
EG
s�Nene Sneilenbsrg,
Pacific Northwest bell Telephone Co.
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Z CITY ENGINEER'S OFFICE RENTON, WASIH/NGTON
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.July 10, 1970
RE: Meeting on 7/9/70 in Regard to the
Lowering f Utilities on Edmond- Avenue
e.,r Sacs:
As per C'rr meeting of 1/9/70, the following cover will be required
on the utilities on the east side of Edmonds Avenue N.E. between Sto ?1+001
to Sta 31. 01 .
1. Ix S Duct telephone cable - 42" Covet, ^
2. P;x Z" Gas Pipe 36. cover. _.
3, Ex 6" water - 36" cover.
4. Proposed underground wiring 24" cover,
All drr.ensions are from final finish grade.
Any inor alignment changes that may he nec:essar/ at the time of
lowering will to detarmined in the field.
Tentative date for beginning of road constructJor: is 8-15 to 9-1-70.
Exact scheduling of lowering of utilities will be made after preconstruction
conferen,re with the contrantor who is awarded the coal i)roject.
As noted at this meeting, it is tentatively scheduled that me portion
o4 the project on cennewick P1. N.E. from N.E. 27th street to Inter .rate 405
.J.11 be co&Vlwted by Uec. 1, 1970 and tnat all underdroundinq in portion
shwld le completed between Oct. 1 i Nov. 1.
If you have any questions in regard to the above please foe. free to
-ontact our 4 fice.
Very truly yours,
efANN- V
TDG vmj Theron D. Gibsin
Lnq,naerinq Dapa.tmerr
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October 18, 1969
To: Bert McHenry
Re: Street Project N242 - E'nrtonds Avenue N.E.
00 to street cons ruction in Edmonds Avenue i.E., certain of the
aiNm will have to be replaced.
We have decided to replace the existing main on the west side of
Edmonds with 1200 L.F. of 16" C.I., 2570 L.F. of 1?" CI, and 1100 L.F.
of 8' C.I. water main.
ThE street projects share (installation only) as estimated in memo
dated October 16. was approximately $23,780.00.
The water utility portion of this main replacement by purchase of
material and fittings is estimated at S36,000.00. This should be
a reasonably close estimate for the utility participation. The
prices are based on material bid prices.
If more information is required, please contact this office.
Ron Olsen
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(8) Be prepared on or about Nov. 23rd to discuss expediting , 'a" w
completion of Phase 1 work on Edmonds Avenue N.E.
Very truly yours,
RLO:mj - Ronald L. Olsen
cc: Bob nuhich, ✓^ Water Engineer
Water Superintendent
O-rt H. McHenry, P.E.
Assistant City Engineer
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CITY ENGINEEIt':i OFFICE RENTON. WABFIINC.,TON
•Y % M4wrcr•u. •VOLVO", a•N10 . ri/.�NIM010M M/ • MIM• "to - {xT. 7• ��.•
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November 18, 1970 ^#
4-1r 6U-t1b 0
W. C. Front Construction Co.
8005 S. 222nd Street s
Kent Washington 98031 r
Re: Water Works in Edmunds Avenue Street improvement Project
Gentlemen:
This letter is being written to clarify work to be performed by you
and work to be performed by Cily crews.
(1) The City Water Utility crews will remove existing fire hydrants on '
the west side of Edmrands Avenue N.E. at Sta 19-40, Sta 24+75, Sta
37+17 and at Sta 43+23 upon final acceptance and after the necessary
ties are completed on the new Edmonds Avenue low pressure water main.
(2) The City Water Utility crews, will , within two weeks, mike the
necessary disconnects at N.E. 16th Street, N.E. 23rd Street and
N .E. 24th Street.
(3) The City crews will , upon final acceptance of the flow low pressure
water main, make all necessary ties to existing mains.
,
(4) The City crews will , upon final acceptance of the new main, cut in
a tee and valve at N.E. 25th Street to serve the plat of Sandee
Terrace with temporary low pressure water and will install
temporary services to the residents on the east side of Edmonds
Avenue from N.E. 24th to N.E . 270 until such time that the CILI
crews install the proposed 8" high pressure main on the west side.
Tha contractor (frost Construction Co.) will connect the low
pressure services to the properties on the west side of Edmonds
Avenue N.E. from N.E. 24th Street to N.E. 27th Street unto the new
lac pressure nain.
(5) Due to project delays on Edmonds Avenue N.E. grades are being made
to eliminate need to lacer existing 6" high pressure water main on
the eart side of trio street. This grade chang should reduce the
need for adjusting high pressure services crossing Edmonds Avenue
'I.E.
(6) Please provide a schedule for your storm sewer construction on
Edmonds Avenue N.E.
(7) Do not excavate additional material south of N.E. 25th Street until
new grades are staked.
r'Y
Nov. 10, 1970
TO: Bert H. McHenry
FROM: Ron Olsen
Re: 6" Higgh Pressure Water Main in Edmonds .Avenue N.E. from
N.E. 16th Street to N.E. 18th Street
The following figures are the depth of the water main and telephone ducts
from the finished street grade of Edmonds.
Sta 13+00 (Tel 13" below)
(Water 12" below)est
Sta 14+00 (Tel 26" below)
(Water 22" below)
Sta 15+00 (Water 26"below)
(Tei 20" below)
Ste 16+00 (Water 11" below)
Sta 17+75 (Water 28" below)
Please decide if this main shall be relocated, or what steps shall be taken
to protect this existing water main and water services during road construction.
Thank you.
Ron 0() -
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STATE t WASHINGTON—DEPARTMENT O 1F.ALT11
Paine Bull Bldg. c7 924 W. hinto Smith Tower
Olympia Airport Spokane, W'n. 99201 Sr.nW W'n. 9s104
Olympia. Wn. 98501-753-3e6e Pr1 ll-5?eo 4147670
REPORT ON BACTERIOLOGICAL EXAMINATION OF WATER SUPPLY
Collected by _ . E. Shaver Date collected N,velaber 10, 1970
Sources of Water Renton Water Supply Owner of Supply Renton
To
/ Superintendent
(/ Renton Water Department Datr, of Report
City Hall
November 16, 1970
RENTON, Washington
___j
Number of 10 ml. Portions Gencra7 Conclualpns
Laboratory foomt Where Sample Showing Coliform Organiams If Not Satisfactory
Number Wan Texcn (5 pardons examined) wuenbnabn um`auat.•omry
4,972 Mai, Disinfection, 9ydrant South West
Corner Edmonds Avenue North East and t
North East 20th Street 0
4,973 Main Disinfection, Hydrant South West
Corner North East 20th Street and
Edmonds Avenue North East 1 -
4,974 Main Disinfection, 2" Blow-off North
East 27th Street and Edmonds Avenue , ._.
North East 5
4,975 Main Disinfection, 2" Blow-off North
East 27th Street and Edmonds Avenue 4f ---- -
North East 4
UNSATISFACTORY: Investigate trouble IMMEDIATELY. SUBMIT ADDITIONAL SAMPLES.
QUESTIONABLE: Repeated results of this type should be considered unsatisfactory. Investigate troub!a
and submit additional samples.
If no portions show presence of coliform organisms the result is Satisfactory.
To meet State Department of Health bacteriological standards a public water supply shall conform to
the following:
Of all the standard ten milliliter (10 ml.) portions examined per month, not more than ten (10) per
rent shall show the presence of organisms of the coliform group. Occa-iionally three (3) or more of
the five (5) equal ten milliliter (10 ml1 portions constituting a single standard sample may show the
presence of organisms of the coliform group, provided that this shall not W. allowable if it occurs
in consecutive samples or in more than
(a) Five (5) per cent of the standard samples when twenty (20) or more samples havz been examined
per monin. -
(b) One (1) standard sample when less than twenty (2C) samples have been examined per month.
The above examinations were made by the State Department of Health laboratories, in accordance
with the latest edition of Standard Methods of Water Analysis.
For additional information, contact the undersigned District Engineer.
Copies to: Ring County health Department
Mamas Inpnwr
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PACIFIC WATER WORKS SUFYLY CO., INC.
2900 FIRST AV,.. SOUTH SEAI'TLE, pA51,1. 99134
ESTIMATE SHEET
f.
SKEET NO..-_.-._---NO..-._._-_
91D5 OPEN:_....-__.--._M_,_-_ -.,-DA"
DALE:
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QUOTED
II- 4 • 7O _
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(GT l ti •_• QUANTITY
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INFER-OFFICE MEMO .t{-
TC: Jack Wilson, City Engineer DATE November 6, 1970 ,
FRoM: Ron Olsen, Utility Department 7
RE; Edmonds Avenue Watermains
Jack: Before the old 8" steel main can dndoneE on the west side ui Edmonds Ave N.E.
there are certain disconnections that have to be made as well as connections. The
material costs for the disconnects plus one connection including the installation -
of 1 Fire Hydrant are as follows:
Fittings 1440.15
Pipe 6" 736.56_
Sub-Total 2,176.71
5% Sales Tax 108.84
$2,285.55
There also could be a small shipping charge not shown above. Could you please
authorize the purchase of this necessary material . (NOTE: the rest of the main
connection fittings can not be calculateel until they are uncovered.)
Thanks.
Ron
I
INTER-OFFICE MEMO
TO: Jack Wilson, City Engineer DATF November 6, 1970 -
FROM: Ron Olsen, Utility Department
RE: Edmonds Avenue Watermains
Jack: Before the old 8" steel main can be abandoned on the west side of Edmonds Ave. N.E.
there are certain disconnections that have to be made as well as connections. The
material costs for the disconnects plus cre connection including the installation
of 1 Fire Hydrant are as follows:
Fittings 1440.15
Pipe 6" _7_36.56
Sub-Total 2,176.71
5% Sales Tax 108.84
$2,285.55
There also could be a small shipping charge not shown above. Could you please
authorize the purchase of this necessary material. (NOTE: the rest of the main
connection fittings can not be calculatedruntil they are uncovered.)
Thanks.
Ron
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STATE C NASHINGTON—DEPARTMENT Of EALTH
Puble Filth Bldg. =7 924 W. Sim,, Smith Tpwer
Olympia 41r,,rt :pnkane. Wn. 992a1 Seattle, Wn. 99111e
Olympia. B'n 98 501-7 33-3466 P.1 s.5260 464-7670
REPORT ON BACTERIOLOGICAL EXAMINATION OF WATER SUPPLY
Collected by E. Shaver Date collected November 4, 1970
Sources of Water city Water Supply Owner of Supply Renton
To
/ Superin tender[
I Renton Water Department Dat, ( Fit n,rt
City Hall
98055 RENTON, Washingtln Novtrnbei 9, 1970
Number of 10 nil. Netpms General Conclusions
Point Where Sampir Showing Coliform Organisms If Not Satisfec'wry
1a,'.�i,�- Was Taken (5 portions examined) Vuenionmtle nnmurmcmry
4,866 (#1) Hain Disinfection for new water main ✓,
North East 20th and Edmonds Street
North East, South West Corner Hydrant 1
4,867 (y2) Main Disinfection for new water main /
North East 20th and Edmonds Street V
North East, South West Corner Hydrant 2
4,868 (M3) Main Disinfection for new water main
Blow-off North East 27th and Edmonds V
Street North East 5
4,869 (¢4) Main Disinfection for new water main /
School S ✓
UNSATISFACTORY: Investigate trouble IMMEDIATELY. SUBMIT ADDITIONAL SAMPLES.
QUESTIONABLE: Repeated results of this type hould be considered unsatisfactory. investigate trouble
and submit additional samples.
If no portions show presence of coliform organisms the result is Satisfactory.
To meet State Department of Health bacteriological standards a public water supply shall conform to
the following:
Of all the standard ten milliliter (10 mi.) portions examined per month, not more than ten (10) per
cent shall show the presence of organisms of the coliform group. Occasionally three (3) or more of
the five (5) equal ten milliliter (10 mi.) portions constituting a single standard sample may show the
presence of orgar.:sms of the coliform group, provided that this shall not be ullowable if it occurs
in Ctmsecutiive samples or in more than
(a) Five (5) per cent of the standard samples when twenty (20) or mule samples have lxvn examined
per month.
(b) One (1) standard sample when less than twenty (20) samples have been examined per month.
The above examinations were made by the State Department of Health Laboratories in accordance
with the latest edition of Standard Methods of Water Analysis.
For additional information, contact the undersigned District Fngincer.
Copies to: fling Comfy Health Department
fx#rill Ln(n1NI
HrA-W-1.10 K}1
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City of Renton, Utility Dept.
PURITY TEST FORM
Water Project N
name of ProjectThis test was taken by •.— _ on
Date of Reply ------
"Failed on
"Passed �_ on
Comments: LrULLIf( -
1Q2'Key-2�-'�'!s��•c� ,�l�i�n/Or
City of Renton, Utility Dept.
y� PURITY TEST FORM
Water Project
"same of Project
on This test test was taken by
Date of Reply
"Failed !� on -
"Passed - on
Comments:
i
City of Renton, Utility Dept,
DURITY TEST FORM
Water Project A
Name of Project EDIT'/Di✓�S
This test was taken by on
Date of Reply
"Fa i 1 ed-' _ x _ on
"Passed on
Comments: ��A�p�E.s erg 2D .�• ST
S.�Tc.r .G,Op GI.ti,•r/,ery 4Ti_�T3-a. ti.✓rN�.ly.✓
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City of Renton, Utility Dept.
PURITY TEST FOPM
'dater Project H /2.04f__
/_ /� ,/
flame of Project /-�n70i7 pS _/o�i/� //• Cf
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This test was taken by� p^
Date of Reply
''Fa; led on _
''Passed on
Comments: `! 7 d
Ad
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City of Renton, Utility Dept.
PURITY TEST FORM
a
Water Project M W a,2Fd
Nano of Project .CL71,i��if/DeS d✓�/a'�--
This test was taken by e-_-�_yZ,fj@✓e►r-- on
Date of Reply J_
"Fai !ed _ _ an
"Passed on
Comments: 5�.� -24,e 20nr �.Cc n� '�' sr•
�2sf4r wr --
ti.vn �r^�B r�.G ✓ a rAcie_,,v c,,.rE r /4W Z�Sr.
I
M B N 0 H a N D U N
G/
?O, Dick Houghton
rROM• Tee Bennett
Ffn9 7"W4, Miter Reading
Pa wer,e unslAo to road the following meters this month for various r=as.,ns. This
hoe causer, ju to astimate the consumption for the present billing )•+11 i,.a and also
prevented is from knowing if the motor was workiml or if the customer had a leak.
4-o semistonca in preventing this problem occuring again, will k:e appreciated.
sect. �eadino
•ram. _ Data Loystiun feaster __
47044 17/4/70 1323 North 28th SC., Hurried
47107 12/4/70 1407 North 26th St.., Hurried
47110 12/4/70 2507 woadw Ave., N.. roclu not locate
53347 12/8/70 2632 E(UnMJ Ave., N.E. curried
53353 12/8/70 2424 H. E. 27th St., Berried
S3370 17/8/70 2309 N. E. 27th St., Burned
53380 12/8/70 2125 N. E. 28th St., Burrito
51393 12/e/70 2722 :werdGM N. E. .,mgista: gone
53481 )2/8/70 2001 N. E. 28th St., burrioo
53482 12/8/70 1924 N. i. 27th St., Hurried
53502 12/e/70 1809 N. E. 27th bt., burried
53510 12/9/70 1901 N. Z. 27th ft., burtiee
53515 12/8/70 1909 N. C. 27th 5t., Burried
S3521 12/8/70 2025 N. E. 27th st., burried
52i96 12/8/70 2816 Kennewick N, E. flurried
SA96 12/8/70 2908 ree.newick N. E. hurried
S2401 17 0/70 1523 'J.ordeen N. F. burned
S2403 12/e/70 1503 Uvideen N. E. burzicd
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Page S Schedule of Prices (Cont.) Water Main Replacement 1
SCHEDULE I I
I '
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V, APPROXIMATE Pk10E TOI,M,
111111 ITS U,V:IITY UESCRIPTiON
I-47 3o Only Adjust and/or Relocate Existing r r �� n
Water Meters $
Per Lac
1.48 2 Only Inste 1 fire lYdrturnished)
Hydrant Assc::.bly $
vcr EaCn � '
1-49 2 Only Furnish Concrc•!% Vault for 16"
Gate Valve in Place e,n
Per Each
I-50 3 only Furnish Precast Concrete
Vaults for 12" Gate Valve in
Place
A
Pcr Eac `
` I-51 1 Only Install Air Vncuum Valve
Assembly Claterial Furnished)
r
Per Lac i i'
25 CY Concrete Blocking �.0 $ 13 0 e, o
3 Pcr u• d•
I-53 2500 Ton Select Trench Backfili for
Water Main $ $
I-- per Ion
SANITARY SiUE SEWERS
I-54 280 L.P. 6" Concrete Sanitary Side
Serer $� / C' ,
Pe
$ r in..
1-55 200 Ton Select Trench Backfill for Q rC o
Sanitar Side Sewer � _ $�—
Per
Page 4 Schedule of Prices (CO"t.) Street Improvement
SCHEDULE 1
APPROXIMATE UNIT
ITEM QUA.YIITY ULSCRIPTION' PRICE TOIAL
1-36 74 Only Adjust Water Meter Boxes
f �J1 f
Pe
r EAc i
I-37 100 L.F. Traffic Curb Class II Type A 3
$
S —z/ i C/ S
Per Lxn��+ -. rt.
I-38 500 CY Top Soil
'3
1-39 S00 C1 Bark f (" ! S ; i' r: a. nr�
S .✓�
Per
1-40 Lump Sum Finish � Cleanup
5 J '\
L Sum..,,Ja..rl ---•=
EATER MAIN REPLACEMENT
1-41 1212 L.P. Install 1�" C. I. Pipe
(Material Furnished)
Perr Lin. Ft.p
1-42 2565 L.F. Install 12" C. I. Pipc
(Material Furnished) _
PC r Lin.
1-43. 1081 L.F. Install 8" C. 1. Pipe f
(Material ,i'urni,.hed) .
CIA
Per Lit.. Ft.
1.44 1100 L.F. Lower Existing Water }lain
f S 3, Cc' S 3yee. c>n
Per
14g 1000 L.F. Lower Existing Water Services o
$ja, 'e , =.ter..... r .r $ i sj s /ems'
Per Lin. Ft. l..
1-46 200 L.F. Install WJtLr �ierviees
(Material Furnished)
f 1_.. ��.;, �s —�.-. i 3 i �o •
Pvr Lin. Ft� -
^
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PUO 6 Special Provisions (Cont.)
1-16 (Cont.) EDULING OF WORK
PHASE ri December i, 1970 tc April 1, 1970
1
During this phase the installation of power and tclephom• p.r.�,n Ji n;l on
N.E. 27th Street and Edmonds Avenue N.L. will take plat::.
The Contractor will bo responsible for the trenching and ba- ,iili.ug ti:ut will
be required for this work.
The actual installation of necessary wiring and duct work will be the respons-
ibility of the appropriate utility.
Necessary excavation for vaults for the above facilities will be the r�spons-
ibility of the utility involved,
The Contractor will install the street lighting at this time to allow the use
of a common ditch with power and telephone for the necessary wirin.,, and duct
work required for installation of this system.
Water mains will be installed in Edmonds Avenue N.E. from N.E. 24th Street
to X.F. 27th Street and in N.E. 27th Street from Edmonds Avenue N.E. to
Kennewick Avenue N.E. by the Water Department during Phase I1.
The tentative completion date of Phase 11 is April 1, 1977.
!BASF: III April 1, 1971 to Completion of Project.
Phase Ill will begin when all undergrounding and installation of all utilities
has been completed.
All work required to complete this project wiil be done at this time including
curb and gutter, sidewalks, and final asphalting of roadway section.
Ibis above scheduling is only tentative and may be adjusted as conditions deem
ire
necessary.
The Contractor shall provide a complete tentative construction scheduling chart
for the review of the Engineer at least three (3) days before the pro-
construction conference is held.
After the contract has been awarded, ,. —struction conference will be
hold at the City Hall, City of Renton, _ _.ton. The date of the pre-
construction conference will be set at the time cf the award of the Contract.
The schedulo of work will be aiscusscd at this time, along with other items
in the Contract.
1-17 HUURS OF WORK
'rho working hours for this project will be limited to week days during the
period from 9:00 A.M. to 5:00 P.M., unless otherwise approved by the City.
1-18 RL%iJVAL OF SIGNS G BARRICAUES
no Contractor shall at all times be responsible for maintaining traffic
control signs and barricades within the project limits. No traffic control
sign or barricade shall be removed or altered without first obtaining per-
mission of the Traffic Lngineor.
<,r
Page b bpcaal Provisia+lg (�.ont.l
1-16 SCHEDULING OF WORK
The following is the tentative schedule to be used for phasing of work:
N.G. 30th t Kennewick Place N.E. from Interstate #405 to N.F.. 27th b . ee,t.
All work in this portion of this project is to be completed by December 1,
1970. This includes all storm drainage, curb and gutter, asphalt paving
and lighting.
The Contractor will be required to schedule his work to allow the following
utilities to be installed concurrently with this portion of the project.
1. Installation of sanitary sewers from N.E. 27th Street to N.E. 28th
Street. Construction to be completed by October 15, 197U. Con-
struction to be done by others.)
2. Undergrourding of Power and 'Iclephone will be done in the period
between October 1, to November 1, 1970.
Edmonds Avenue N.E. and N.E. 27th Street from Sunset Sivd__ N.L. to Kennewick
PIIA.SE I Beginning of contract to December 1, 1970
All earthwork, storm drainage, lowering of existing utilities, iockcries,
retaining walls will be installed in this phase of this portion of the
project.
The road and sidewalk 4roa will be brought down to subgrade and necessary
pitrun and crushed rock to be installed. Than a single 3" Lift of A.T.B.
28' wide will be installed centered on the proposed roadway. No further
roadwork will be allowed until all undorgrounding and 'installation of
other utilities has been completed.
The Contractor will be required to schedule his work to allow the following
utilities to be adjusted and/or installed:
1. Installation of sanitary sower in N.E. 27t❑ troet from Kennewick
placs N.E. to hdmonds Avenue N.L', Construction to be completed
by November 1, 1970.(Sanitary sewer construction to be done by
others.)
2. Lowering of existing gas lines and telephone ducts as required
because of changes in grade. (Adjustments to be made by appro-
priate utility).
3. Lowering, replacement an:: adjustment of existing rater mains and
services in Edmonds Avonue N.E. (To be performed as part o: this
Contract).
The tentative date for completion of Phase I is December 1, 1970
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WATF9, DEPT OFFICE COPY
FiRow- ecwnw 7e2 Y
W.G. F"I' coh6raw rom l o. h
Ks005 S. sr
K&NT' wnspsN 98031 �
ENGINEERING DEPARTMENT
Bid Proposal and Specifications
for
Street Improvements
to
EDMONDS AVE. N.E.,
N.E. 27th Sm.
KENNEWICK PLACE N. E.
from
SUNSET BLVD. N.E. io INTERSTATE 405
C T NNOINEERV OFFICZ . RBNCON. WASHINCn-ON
rw..n. wr w
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Page 5 Schedule of Prices (Cont,) Water Main Replacement
SCHEDULE I
APPROXIMATE UNIT
ITE'd QUANTITY DESCRIPTION PRICE TOTAL
I-47 30 Only adjust and/or Relu.ate Existing '
Water Meturs
B
Per Eac i
I-48 2 Only Install Fire H •drant(lire QO
Hydrant Assembly furnished)
Par ,,
i
1-0 2 Only Furnish Concrete Vault for 16" /OGO 0000, — -
Gate Valve in Place
Par Each
1-50 3 Only Furnish Precast Concrete
Vaults for 12" Gate Valve in
Place , N
Par 6aW __--.-
1-51 1 Only Install Air Vacuws Valve
Assembly (liaterial Furnished)
.v
ao •
I-52 25 CY Concrete Blocking
Per 4u Yd�~�
1-53 2500 Ton Select 'french ba,kfill for �ZJ 3•�2S 00 .
Water Main S
Pore
- SANITARY SIDE SEWLR3 L
i
1-54 280 L.F. 6" Concrete Sanitary Sida pp 2, 2'IOC
Sewer 1 �
$ _ S 3• i
Per'Lin.FC.�
t
.
1-55 200 Ten Solact Trench bee+:fill for �Z J 00 y..f.
Sanitary Side Sower $
Per on e190.00
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Page 4 Schedule of Prices (Cont.) Street Improvement
SCHEDULE I
APPROXIMAT'u UNIT
ITEM QUANTITY DESCRIPTION PRICE TOTAL
1-36 74 Only Adjust Wator Meter Boxos /,S-, Oo
I.37 100 L.F. Traffic Curb Class II Type A 3. ZJ qjc�S
Par Lin. Ft,
1-33 S00 CY Top Soil f9- SO y/2Sd�
S $ $__
Per Cu. Yd,
1.39 500 CY Bark J 0,00
f S S
Per Ur,Yam- - '—
s
I-40 1ump Sum Finish 4 Cleanup ,5000, - 00
$ S $ _
Lump Sum 3/V.27a!00
rv^ WATER MAIN REPLACEMENT
1-41 lZU L.F. In3ta11 16" C.I. Pipe
(Material Furnished) $ s' 00 6. 0490.
Per Lin. Ft
I-42 2565 L.F. Install 12" C. I. Pipe
(Material Furnished)
$ $ ,� I-o $ 8 9_z?s�
Per L t n-t. --' ppp�
1-43, 1091 L.F. Install B" C.I. Pipe I
(Material Furnishad) $•OG j Qy3.00
S S S
Poi Lin. Pt. '—
1-44 1100 L.F. Lower Existing Water Main 6, 00
Per tin:T..
1-45 1000 L.I. Lower Existing Water Services S 00 a 'TIP00 �
Per Lin.Pt. �
h
1-46 200 L.P. Install Water :;ervicos
(Matutlal Furnished)
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Page 13 Technical Provisions .ont')
2-32 I01n9_RING OF EXISTI'G WtVrLR MAIN ..-'•!rt
The Contractor shall lower ti,u eAisting water main as shown on plans or as "
directed by the Engineer. Lowering will be done while the main is in active
service. All lowering of mains shall be done under the direct supervision
of the City Water Departrent.
Lowered main shall have 36" of cover from finished grade.
Select trench backfill if required shall be paid for as a separate item. 7 ��
The unit bid price per linear foot of lowered main ;hall be, complete
compensation for all labor, material , tools, and equipment necessary
for its complete lowering; including excavation, luwerr^g of pine, and „l, "
mechanical tamping of backfill. No further compensation shall 6e made.
2-33 W,•rER SERVICES ON FUMONDS AVLNUE N.L.
'rho contractor shall extend, lower ar,d make all necessary connections of
water services that shall be ae.�cssary because of slain replacement ant 'I
lowering on Edmonds Avenue N.E. (Srhedule 1)
All other relocations and Lowering u' scrvicus on all crhor portions of this r
project shall be done by thu City Water Department.
All necessary connections including tapping of main shall be dune by the
Contractor. This item shall be considered incidental to the projcct and
ra further compensation shall be made.
Water meters shall be adjusted by the Contractor.
'rho lowered services shall have A minimum -oval' of 24' from finishers grade.
All necessary fittings and pipe shall be supplied by the City.
Select trench backfill Shull be paid for as a separato item. a
PP. `UNT
The unit bid price per linear root of "Water Service: Lowered" shill be
full compensation for all labor, material, and incidentals required to lower
service and make necessary connections. No further compensation shall be
made.
The unit bid price per linear `vot of Water Sareicc-install only shall be
full compensation for All labor, equipment, tools, and incidentals required
to do necessary vxcavation, i^:placement ve pil.u, and mechanical tamping of
backfill, No further compensation shall be made.
The unit bid price per each "Water Mote; Adjustment" shall '.>e full compen.
sation for all labor, tools, equipment and incldehtala required to adjust
and/or relocate water meter as required, No further componsation shall
be made.
2-34 (70OPOiNATION OF W'A'1'LR MAIN AND 51;RVICL, RF,PL.tra:.NI,N', AND VJvLR1':G U';
G,i ..r. _ _ _.
Because of the various problems that will be ,.ne)untarod in the repiaclug and
lowering of water mains and services on Edmorndi Arc. 5.ii, it Shall be nmperstivt
that the Contractor coordinate all of its work with the Cnty The City Water
Dopsrtr.ent shall have an inspe for un the project during this portion of
construction who will advise Cho Contractor of thv necessary work t1•.at will
have to be done to maintain advice.
Page 12 Technical Provisions (Cont.)
2-Si (font.) n_' L? NAiN REI'LAUNENT
All tieins to existing) waa!r mains shall be done by the City of Renton Water
Department.
All construction must conform with iiivision IV of the Standard .Specifications.
All connections of existing so:vices to this main shall be made by the
Contractor. These connections shall be considered incidental to this item
and no further compensation shall be made. any additional .crrlcc shall
be paid for as a separate item.
Existing water main shall be abandoned in place only after all services
and connections to existing mains have been connected to the new main. The
abandoned main will be removed only in locations where it becomes necessary
because of grado changes. Any costs incurred the removing of this abandoned
main shall bu con.ldered incidental to the pro, t and no further compensation
shall be made.
PAYNI[.NT
the unit bid price per linear foot for installing each sire of C. I. pipe
shall be full compensation for all labor, tools, equipment and incidentals
necessary to install the pipe and fittings furnished by the City. This rs' iq,
includes the loading, delivery of material, unloading, excavation, placing
of pipe, and mechanical tamping of backfill maternal. No further compensation
shall bu made.
Select trench backf'ill shall be paid for as a separate bid :tcm.
Tho unit bid price per each type of valve vault shall to full compensation
for all labor, material, tools, and incidentals required to furnish and
install each vault as per enclosed details.
The unit bid price per each "i ire Hydrant Assembly-Installed" shall be
complete compensation for all labor, tools, equipment and incidentals
required to install a fire hydrant furnished by the City. Installation
of "Fire hydrant Assembly" shall be per enclosed detail . No further
compensation shall be made.
The ur,:t price per each air .acuum valve shall be complete compensation
for all labor, cools, and incidentals required to install air vanu.m valve us per
enclosed detail. All fittings and piping shall be supplied by the Ci,y.
Tho unit bid pri,_a per each cubic yard of concrete bluekl,ig shall be full
compensation for labor, material, and incidentals required to furnish and
install concrete blocking
No furthet compensation shall be made.
). t1
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Page 11 Technical Provisions (Cont.)
2-28 FILTER %MTERIAL FOR RLTAINI.IG WADS
Filter material for both cement concrete and rock retaining walls shall be crushed rock (1 114) conforming to specifications for base course as ,
outlined in Section 23.2,01 of the Standard Specifications, s
The unit bid price per ton for filter material small be full compensation
for all labor, material, and incidentals incurred in furnishing and
placing filter material as per plans. NO further compensation shall be made. '
2_24 RELOCATION OF F,XJ5TIS6 CA'I'Cli BASINS
1'he Contractor shall relocate existing catch basins as per plans or as
directed by the Engineer.
The unit bid price per each "Catch Basin Relocate" shall be full compen-
sation for all labor, material , and incidentals required to rcic:cate existing
catch basins Including all necessary connoctions. So ,
shall be made. urtlTer compensation
2-30 SAwIT'AR1' SIDE SEWbR
The Contractor shall install 0" sanitary side sewer where shown on the plans
and directed by the Engineer,
Vic side sewers shall comply to Section 66 of the Standard Specifications.
The cement concrete pipe shall comply with Section 2-15 of these provisions,
All connections to the exist ng sanitary scw•r shall have to be done by
grafting the, new side sewer to the existing , anitary sewer. it is imperative
that the new pipe is made to fit and the opening is grouted in a workmanlike
manner.
The unit bid price per linear foot shall constitute full cor,.pensatian for
ail labor, material, tools and equipment necessary for its complete. Instal-
lation; including excavation, placing of pipe, connection to exi,,tfng sanitary
tower, and mechanically tamping the backfiil material . No further compensation
will be made.
2-31 WATEk k!A1N kLPld(:f:'-ILNT
The water -aln replacement an Edmonds Avonuo N.L. from I;.E. 12th Street °
to ,N,E. "th Street shall take place during phase I to facilitate the new
grades tbat are proposed for Hdmonds Avenue %ti,
The contractor should take note of the required cover over main as denoted " 's
on plans.
All material except for valve vaults and necessary blocking shall be furnished
by the City. Material will be picked up by the Contractor at the City Water -
Shops. All expenses incurred by the Contractor for loading, delivery of
sntorial, and unloading shall be considered incidental to the project and
no further compensation shall be given.
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ENGINEERING DEPARTMENT
t �
Bid Proposal and Specifications I
for
Street Improvements
to j
EDNIONLS AVE. N.E. ,
1 „ ,
N.I . 27th S I .,
KE NEWICK PLACE N. E.(D
from
PIAD. NJ•:. w INTERSTATE 40
CITY CNGINVER'S OFFICE . FtI,•,j'I'ON. WASHINGTON
MYMrCPK Wnerro, YN1Yw, w•/nrn0,'+M wHl • 4MMM FIi11 Off. M
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INTER-OFFICE MFMD
TOt Ronald L. Olsen, Water Utility DATE Dagember 1. 1970 T
PWM, Theron D. Gibson, Engineerinv Department
REt Grade Changes on Edmonds Avenue N.L.
Attached to this memo is a at of revised drm:ings showing the new grades on Edmonds
Avenue N.E. from Sta 10.00 to 44+50.
The raising of these grades w Wow done to reduce the required lowering of existing
utilities and therefore expedite the comple.,on of this portion of the road improvement.
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T1hRON
TDG:m1
Attach.
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CITY OF RENTON MATERIALS ISSUED
WATFRWORKS UTILITY YS —_
TJ STOREKEEPER:
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CITY OF RENTON MATERIALS ISSUED s o w—
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MATERIALS ISSUED
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MATERIALS ISSU D s o No --
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CITY OF RENTON MATERIALS ISSUED S O N.
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TO STOREKEEPER:
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TO STOREKEEPER:
ouaNr�— accouNr UNIT
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December 10, 1970
Pe: EDMONDS AVENUE N.E. STREET IMPROVEMENT
WORK ORIiER TO WATER UTILITY DEPARTMENT
Please provide materials and workmen for the following:
1. The high water pressure disc". ect from the existing (to
be abandoned) 8" ste 1 water main at the intersection of
H.E. 16tr, Street and Edmonds Avenue N.E.
2. The high water pressure disconnect from the existing (to
be abandoned) 8" steel water main at the intersection of
N.E. 23rd Street and �.monda Avenue N.E.
J. The high water pressure disconnect from the existing (to
be abardoned) 8" steel water rain at the intersection of
N.E. 24th Street and Edmonds Avenue N.E.
The work is necessary to provide adequate excavation for street
work to the new profile.
The maximum overhead allowed on the above work and materials
will be 10%. Time records and costs must be maintained for the UAB
Audit. The costs are to be billed 90% to the Edmoncs Avenue UAB
Project 7000-60:i and lot to Forward Thrust Project 2000-605.
Very truly yours,
y,t�
Bert H. MCHen P.E. ��/)
Assistant City Engineer//
BMMcim
December 10, 1970
Re: EDMONU3 AVENUE N.E. STREET IMPRCNFXEI T
WORE ORDER TO WATER UTILITY DEPARTMENT
Please provide materials and workman for the following,
1. The high water pressure disconnect from the existing (to
be abandoned) A" steel water main at the intersection of
N.E. 16th Street and Edmonds Avenue N.E.
2. The high water pressure disconvct from the existing (to
be abandoned) B" ateai water main at the intareectiof of
N.E. 23rd Street and Emionds Avenue N.C.
3. The high water pressure disconnect from the existing ,to
be abandoned) 8" steel water ma.:n at the intersection of
N.E. 24th Street and Edmonda Avenue N.E.
The work is nscsesary to provide adequate excavation for street
work to the new profile.
the maximum overhead allowed on the above work and materials
will oe 10%. Time records and costs must be maintained fat the UAD
Audit. The costs are to be billed 90% to the Edmonds Avenue UA8
Project 7800-605 and 10% to Forward Thrust Project 2000-603.
Very truly yours,
Bert H. McHenry, P.E.
Assistant City Engineer
Dime i m
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ENDING
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FILE MU
i„r • ,.
b
Form Completed on
City o` Renton
AU_tiIity Department Project Form
I. Water Prcject # _gr Date Project No. given
2. Project Description and location K QV"t trL?S Au NE
i. Developer's Name _(If City check _ I,/
Address
Phone # T
Engineer's Name (If City check ✓ i)
Address
Phone N
—_ I
Contractor's Name �/�_. F2osr CONST CO. --Of City check )
Address 00 S ZZZ
446NT VJpSJ l` O 11 Phone p _
4. Is there an ACTIVE Late-Comes Agreement in the project area?
If so, give File Name
Recording Date _ And Number
5. The Utility Department Work Order Numbers on this pro:ect are as follows:
6. What plans have been submitted? Preliminary As-Built
7. Has an Estimate been Prepared for Project If so, give Date Prepared
And Total Amount of Estimate
8. Is there to be a Late-Come rs Agreement on this project If so, give
fates for; Preliminary Submitted _ Recorded
and Recorded Number
9. Date of "Start of Construction" _Date of
' :r
10. The required "PRESSURE TEST' has been taker by
it a pressure of PSI , for _ minutes, on
The test: Failed Passed Comments
11 . The required "PURITY TEST' has been taken by
On Date of Reply Failed
Passed Crnnments _
12. Is there an Easement required? If so, give de +s for:
Preiimi...ry Submitted Recorded
And Recorded Number
13. This Project included LF of Watermain
And Gate Valves Gate Valves
Gate Valves and Gate Valves,
And all miscellaneous accessories for a total value of $_
Also, __ Size Make type Fire Hydrants for a
total value of $
14. The transfer or "Bill of Sale' is In; Preliminary _
Submitted *corded form.The recorded number
15. This project information was sent to the Utility Dept, for recording on
and taken into "plant" on
16. What drawings does the Water Shop have on File.
Preliminary As-Built
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1NrER-OFFICE MEMO
TO: Clerk's Office DATE_ 1,tY 7. 1971
FROM: Water Aeminlstrative
RE: w. c. Frost Const., Co.,
Flease withhold the sum of $2,186.32 on the retainage due above Contractor
for repairs and main _enance on Edmonds St., and related areas for work per-
formed i,y the Water Dept., as follows:
_ SS WO Cescaption Ant.
28ft0 2428 maint. for Oct., 1970 $ 1,OOG.22 -
2901 2440 Maint. for N,,v mber 1970 37C,95
2930 24�1 Maint. for December 1970 610.72
2935 2467 To install 1 length pipe (18') 27.51 '
2959 2508 Maint. for Feb 1971 86.86
2973 2512 Maint for Mar 1971 77.01
2984 2527 Maint. for Apr., 1971 _ 13.05 � .
;2,186.32 i
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STORAGE ITEMS scr.aDCLs I cont, DATE /
SHEET ly�of y� EST=MA.. :00. ?I
�--
CRIPTT1OR ___ DNIT UNIT PR. 60� Unit TOTAL LAST TOTAL fiiI3
.1GG.—_
1-65 Lighting Units-70o w EA, 165. 99.00 j /(e. 585!
i
1-69 jAlum. Lighting Std. 6A. 370, ?22.UU ((o.
' 1-70 i12' Ala+_ 6recket. Arm EA, 50-01 3U,U0 j ((p. —
�ge .ao /G ypo m
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$CHI--.DULI: I cunt . --
Sl1i:F:"f. .1 nf' :f
Estimate NO._��._
Pate
fT1.4" DESCRIPTIuS UNIT 1 UN 7- PRICE TO"'AI. (JUAVI'1'fY lA5T I:: IIMATL TOTAL aIJANT1TYj TMS 6S(1MATE S
CO 21 Relocate Curh inlet EA. .60.00 &0, D4 o0 1
CO Il Relocate Catch Basin at EA. 75.00 y,C70 _r00 -S/
CO 23 111/2" Washed Gravel ITON 7.0000 24 Rockery
CO 27 IRaise Manholes
Retaining -Rack of Wilk ION 1 18.00
EA — + —.n ! x 90.�� i?p2Q
9.�. 9S I
4
CO ZB IMics. Asp. Class 0 Paving TON 35..no
CO 29 {lRockery Retaining - From Truck Ton 22.50 `—��~--" —
I I
j I !
I 1 i
I �
j
DUN TOTAL------------ --------------------- ------ '3'
el z
STORAGE (Ref. Sheet 4 or al TOTAL LAST EST: f SG��� TOTAL THIS P.ST. - - ••
WTAL SMDUIE i-- - -........ -- -------- ----------- --- --
war.
ESTIMATE 10-1- STREET IMERPr`MENT ..-
SCHEDULE I
SMEFT I of 4 PROGRESS ESTIMATE CONTRACT C.A.G. 1733-70 EDMONDS AVENUE N.E. from SUNSET BLVD.N.E. TO DAT 6--0/4Z?z
N.E. 27TH STREET
DESCRIPTION UNIT�UNIT PRICE TOTAL QUANTITY LASi ESTIMATE TOTAL QUANTITY THIS ESTIMATE
MOBILIZATION L.S. 15.000.o ° ��p /00 % /Jaoq oc
/ OD/
I-2.- CLEARING A GRUBBING L.S. 2200.00
/OO r° 2� ZLto .2,ZOO.o0
1-3 I UNCLASSIFIED EXCAVATION CU,YD. 60 OB oo // 2,�K 80 /y po y /gn
1-4. 1 BANK RUN GRAVEL CLASS "D" TON 1.15 Zy
/2v 19Sz G9 l7szs�
b cb6 .s
I-5. WATER (PEP M GALS) M-GALS 3 DO o0 po 00
/y0.00
I-6. SELECT TRENCH BACKFILL ON - 1.50 /q45 SO 2�9/9. z_S /9i�sSU Z9/P. 2S
1-7. CRUSHED SURFACING COURSE � I TON 1 2.60
(1 -- Ia, �asgo 35, 352. �Z /Z6SS! 9s" �r �� �c
1-3. ASPHALT' TREATED BASE-- - TON 7.00 3, q oa - z 31 � 9Oz Z73/s'oa
I-9. ' ASPHALT CONCRETE CLASS "B" 1 TON 8.40 oZ, (i 4(o IO 22 5-b3.211 yySyGO v0 7 P 6Y
1-10. CEMENT CONCRETE-DRIVEMA- v �+ S.Y• 5.75 I, G2S. 499,1, 3y8. b7 /8/0.3� Joyo95 1'
I-11. CEMENT.CONC.CUR 6 A GUTTER L.F. 1.90 $, `I42. 3o /6 //L 37 9 �o.Ca /7765 ao
1-12. CEMENT CONCRETE SIDEWALK S.Y. 4.50 .3, 11.3/9. 28 /b 8�3. 2/0
1-13.11 ASPHALT CONC. DRIVEWAY P 33.3 /7 2 4/9,
REPLACEMENT S.Y. 4.00 15"5, qa to z3, !08 �29, vA7 3/79Z
1-14. SAW �UT7iNG L.F. 1.00 I O - 4607.SO /O07. .5 /av7.�a
I-15 15" CONC.PIPE IN PLACE _ L.F. 8.00 2-16. /OZZ7oo Q ZJ6.ao 1
I-16. 12" CONC. PIPE IN PLACE L.F. 7.00 3. DO 451 x a
1-17. 8" C07 . PIPE IN PLACE L.F. 7.00
may- o Vs, -3o J7, 799-so
1-18. 4" CONC. PIPE IN PLACE L.F. 4.00 (Ob.00 / .00�/03 y/1.eb
1-19. 48" DIM. STORM MANHOLE CA. 450.00L_
I-20. CATCH BASINS TYPE i EA. 160.00
1--21. CURB INLET TYPE IV EA. 130.00 a z Z z z �`O-cd
1-22 F.F:OCATE EXISTING LATCH BASIN
OR CURE INLET _ I EA. 75.00
1-2 ADJUST EXISTING CATCH BASIN
OR CURB INLET EA. 25.00 _
I-24. ADJUST MANHOLE EA. 50.00
_ S 2�0.0o S :Sow -
1-25. BASIN OR MANMOLT�
EA. 25.00
1-26. CONCRETE STEPS L.F. 35.00 39 34S
1-27. ROCK RETAINING WALL TON 15.r'0- -
ne,-.rxmCwEn- S '4 3. 5Y /So.
1-� RETAINING WAIL
C.'r. 125.00 -
1-29. REINFORCEMENT R00 i -�LB. 1 .30
-.
I-30. ��TFRt --- --
WALLS (1 1/4 CRUSHED) iDN 3.00 - 5• ,,- � 1?7o. 3'
1-31. RELOCATF. INILBOXES EA. 10.00 _
-
1-32. MAIL�Y ITS EA. 25.00
33, ADJUSt VALVE CASE EA. ^5.00 too 1 1,670612(0 650. 0
1-34. M aftNT, CASE AND COVER EA. 50.00
1-35. ADJUST MONUMENT CASE EA. 25.00
_ -
Id6. ADJRMIY WATER METER BOXES EA. 15.00 �. �,z 9
1-37. i"AFFIC CDRB CLASS II TYPE A L.' 3.DO
t-3B. TOP SOIL C.Y. 6.00 �. ._._. Zzo /3zo. .,
L-39. BARK C.Y. 6.00 ZGo-
I-40 FINISH A CLEANUP L.S. A000.00
SCMEOULE 1 (CONY.) ESo_.,VITE NO- ----------.__--------
SNEET 2 of 4 DATE --------j�6_`_7/_-_-------
ITEM __.
DESCRIPTION - UNIT Ut;(i PRICE TOTAL QUANTITY LAST ESTIMATE TOTAL IANTITY THIS EST I- ANTE
----- +'
INSTALL 16" C.I. PIPE
I-41 . MATERIAL FURNISHED L.F. 3.00g /172
INSTALL 12° C.I. PIPE - ;,Z
2 2 . do , bb(r, 00 le(e4+. oo
I-42, (MATERIAL FURNISHED)
L.F. 2.75 S Z. Sa 7,o75/. J7 2572.Sd 7, 07�✓ .3yf
INSTALL 8" C.I. PIPE --
J-43. (MATERIAL FURNISHED) L.F. 2.50
L2 .?O ?°/!&7_s _-96 7._?d
1-44. LOWER EXISTING WATER MAIN L,F,
i-45. LOWER EXISTING WATER SERVICES ii L.F, 1.25 -
/ 5 _ L93�
I-46. (MATERIAL FURNISHED) L.F. _ 1.50
ADJUST AND/OR RELOCATE EXISTING 'x� Pa - 177a. ao
47. WATER METERS - EA. 30.00 /oS /qya ate
INSTALL FIRE HYDRANT (FIRE -" ---` -'
-48. HYDRANT ASSEMBLY FURNISHED) EA, 50.00 Z /oo. oa
-49. FURNISH CONCF -E VAULT FOR 16" -
GATE VALVE IN PLACE EA. 900.00 z / o Z / p100,�
FURNISH PRECAST CONCRETE VAULTS ---- - ---FOR 12"GATE VALVE IN PLACE EA. 3UO.OD 3
�._9 3 90 0.
00
INSTALL AIR VAC
-51. ASSEMBLY (MATERIAL FURNISHED) EA. I 75.00
-52. CONCRETE BLOCKING C.Y.. 30.00 3 �� --
- - ----
TREACFT"BNLRT ) Pd ap - 3 90.00
I 53. WATER MAIN_ _ _ TON 1.00
�.- <e. 76 7ffi, 70
154.
6" CONCRETE SANITARY SIDE -----
SEWER L.F. 9.p0 3
SELECT TRENCH BACKFILL FOR 30__-�_ Z, 9 fa.ct� 330
I-55. SANITARY SIDE SEWER TON 1 .75 _
1-56. 2' x 4' TRFNCHING L.:. 1.25 -_---
1-57. 1 ' x 2' TRENCHING L.F. 55
1-58. 5ELECT TREN'P. BAERF= ,9i -
TRENCHING TON .70 2c
CRUSHED SURFACING COURSE
II-59. (1 1/4" FOR TP0CHING) TON 3.50
CLASS "B" ASPHALT C' CkETE FOR
-60. TRENCHING TON 20.00
-61. PLASTIC CONDUIT 1 i/2"
1-62. GALVAtIIZED STEEL CONDUIT^_ L.F. 1.39 __.._Sla.1 / to 2-"3 �6 s /, Zaz
_
I-63. #6 ALUMINUM SINGLE CONDUCTOR
(TYPE TW) L.F. .?3 -- g 9/0..--- 24�9 30� P 99 0 Z oo67
1-64. N14COPPER TWO CONDUCTOR
(TYPE UF) L,F. .20
I-65.�J-LONEry_P_ETU_tICTIWN
30 AMP FUSE KIT EA, 16.00 /V Z 17yoo
I-66 80% EA. 58.00 f-7 I 2 3uo.00
1-67. CONCRETE FOUNDAIION EA. - 12, 00 -3/ __V 7e•• o0
I-68.
WITH EXTERNAL SHIELD- -__ EA, y.7, fa -
_.. - -----------
1-69. SPUN ALUMINUM LIGHTING /S �!S' ✓U,00 STANDARD 35'M.H. CA. 370.Mi
S Ti7 _.
1-70. 12'ALUMINUM BRACKET ARM EA. 50.00
C.0.1 SEDD;NG GRAYl ION 4.0U-C.D.w REAOvE _r, C.B. t.A. 25.u") s5O_ z•Z t
-SS�oo
C.O./1 6" CONCRE Z�
TE PIPE l .F. 5.00 633 .63._ 0
_ .. . .
ro Z 90•CO Il I o0
MANHOLE SOP- EA 4$,¢0. 6 22Q•_OQ ----
CO /12 PLACEMENT OF BOR4 ' / SS,..__ .,_. / z.?g�3o
�! G.C.. 0.1R $ _
h VE E X. M4NI10_E FA 5,r70 <Z S Oo
o16 18"
0 160 FURNISH 6 ;NSTALL� FRAM 4 GRATE EA, S 53 00
r
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INTER-OFFICE MEMO
TD: Ron Olsen DATE January 26, 1971
FROM: Waterworks Utility - Grace Craa
i�
1
RE: WO 2459 - W. C. Frost installation on Edmonds St., from N. E. 12th to N. F. 27th `"
Job M 242
please find attached copies rf material issued to the above Work order in the amount
of $33,094.69 plus overhead in the amount of $1,323.52, making a total of $34,418.21.
Please include this gum when compiling data to take the project into plant.
Graf!
0/
. 1
CITY OF RFNTON MATERIALS ISSUED
WAIERW04KS UTILITY Y4o . r., /rr�
k :
TO STOREKEEPER:
/OUANt ACCOUNT
UNIT T :14 iF RIAL UNIT
AMOUNT
4DfUVFRFD � _ NUMRFR � COS _
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_n
3,6 T i•�Q / �� i t6 �t71 '.
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i
EDMONDS AVE NE �� � W--2 8 4
'NTr 1 2TN Tn NF ?7TTJ
October 16, 1969
V.
a.
P{�`l
s
TO: Bert H. McHenry, Assistant City Engineer
FkOM: Rcnald E. Oisen . �r
RE: Street Ir:provement Project n Edmond A nue N.F. from N.E. Sunset 5 yyct
Boulevard to II.E. 27th St. Previously 116th Avenue S.E. from Sunset
boulevard E. to S.F. 97th Street)
In Edmonds Avenue N.E. on the west side of the street we have as exist-
ing new l(xr pressure 16' O.I . water supply rain from N.E. Sunset Blvd.
tforrnerly Sunsr* Rlvd. E.) to N.E. 120 St. (formerly 12th Ave. Q; an
existing low • >sore 6" steel water :Hain from N.E. 12th St. to N.E. 16th
(formerly S.E '08th St.) ; and an existing 8" steel water main from N.E. 16th
St. to N.E. 27th St. (formerly S.E. 97th St.) . Also, on the east side of
the street we have an existing 5 year old high pressure 6" C.I. water main
froia N.E. 16th St. to N.E. 23rd St. (formerly S.E. 1^.2nd St.) . Due to the
pending street improvement project certain of these facilities will have to
be reloc2ted or replaced. 3
We propose that the City 'dater Utility furnish the material and the
street improvement project furnish the labor for the installation of the
following:
A new 16" D.I. water supply main from iI.E. 12th St. to N.E. 16th St.
t(, replace the existing 6" steel water main, and a ••ew 8' C.I . water
main from N.E. 16th St. to N.E. 27th St. The other existing mains
were installed at a depth as not to require any major relocation or
replacement.
We anticipate the approximate cost for the installation of 1250 L.R.
of 16" Ductile Iron Pipe will be $7,590.00 and installation of 3300 L. Ft.
of 8" Cast Iron Pipe will be $12,400.00. Additional cost chargeable to
street project will include:
1) The relocation of approximately 72 meter boxes because of sidewalk
location for an estimated cost of $2,520.00, and
2) Approximately 34 meters that will have to be re-t ,pped into the
new main at a value of $1 ,300.00.
If further information is required please contact this office.
RON
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BEGINNING
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