HomeMy WebLinkAboutWTR2700319 16# WATERMAIN BREAK 4405 MAPLE VALLEY HWY W-319'
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Asphalt laving Plants, complete with storage tanks, power and tunnel:
Con,tnuous Nix Hourly Rates
iO to and including 25 tons per hour . $ 14.10
80 . . . 38.50
81 120 . . . 46,50
153 " " " . 71.20
Pug Mali Type
1,0,A-pound Batc!i, Portable . . . . . . . . $ 23.00
2,000-pound " . . . . . . . . 37.00
1,000-pound , Stationary . . . . . . . 22.40
2,000-pound „ " . . . . . . . 39.20
3,000-pound " . . . . . . . 56.40
4,000-pound . . . . . . . 65.1.0
5,000-pow . . . . . . . 66.ro
6,aoo-pound . . . . . . . 70.80
Materials (Aggregates, Fuel 0il for Heating, Asphalt) to be in addition.
Bituminous Spreader and Finisher, Crawler Mounted, Self-Propelled:
A17 Sizes - Gasoline or Diesel Driven . . . . . . 14,90
Asphalt Spreader box 8' Width . . . . . . . . . . . 1.70
Asphalt Heaters, Boiler Type, Portable, not including Fuel:
1-car . . . . . . . . . . . . . . . . . $ 3.90
2-Car . . . . . . . . . . . . . . . . . . . 3.90
3-Car . . . . . . . . . . . . . . . . . . . 4.46
Asphalt Heaters, Retort Type, ,ortable, not including Nel:
1-Car . . . . . . . . . . . . . . . . . . . $ 7.80
2-Car . . . . . . . . . . . . . . . . . . . 7.80
3-Car . . . . . . . . . . . . . . . . . . . 8,30
Compaction Equipment:
Compactors, Vibratory, Par. Type
Single Unit, manually operated, with power
2jto 5 H.F. . . . . . . . . . . . . $ 3.50
5 to '.0 A.P. . . . . . . . . . . . . 5.00
All sizes - N,ultiule, Pneum.tic Tire M,,w.ted,
self-propelled . . . . . . . . . . . . . . 15.40
1967 P.3
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MP.%DSUM HOURLY RERTAL RATES FOR
FORCE ACCOUNT WORK
Air Cc.�reoeors. Portable: Hourly
I:acludes pipe, hose and fittings. Rates
From flat Not To and
Including Including
(Cubic Feet) (Cubic Fect)
o . . . . . . 105 . . . . . . $ 3.10
105 . . . . . . i6o . . . . . . 3.50
IoO . . . . . . 210 . . . . . . 5.10
210 . . . . . . 315 . . . . . . 6.3 o
315 . . . . . . 365 . . . . . . 7.30
365 . . . . . . 420 . . 7.80
cA . . . .. . . 5OO 8.90
. . . . . . 650 . . . . . . l2.
653 . . . . goo . . . . . . 16.,
900 . . . . . . 1200 . . . . . . 24.20
A'_r Tools
�Je.ckh,=ers:
From But itot To and ...
Trclizding Including
(Pou.: nd
ds) (Pouc
0 . . . 50 . . . . . . $ 0.70
50 . . . . . . 68 . . . . . . 0.80
68 . . . . . . 90 . . . . . . 0.90
-antal includes drill steel and bits. (Drill steel and bits consumed to be raid for in nddiuion to rental.)
Use same rctos for eir-activated tamper or pavement breaker.
4'son Drills:
Standard Bit . . . . . . . . . . . . $ 2.90
4-inch, RMer-tired . . . . . . . . 5.70
4-'-inch, Ihbb: r-tired . . . . . . . . 8.20 '-f
4 inch, Track—mounted . . . . . . . 10.70
5*-inc;;., Track-mounted . . . . . . . 15.20
Rentel includes drill steel and bits. (Dril; steel and bits consumed to
be paid for in eddition to rental.) +
If wagon drills are rounted on tractor the rental rate viil be a combination
of the rental rates for the tractor, wagon drill and one-half of the rental
rate for compressor.
196T p.2
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Scraper & Cat Wagon . . . . . . . . . . . . . . . . . . . 11
Shovels, Backhoes, Draglines and Clamshells . . . . . . . . . 11
Mats (for shovels) . . . . . . . . . . . . . . . . . . . 11
■ Gradall . . . . . . . . . . . . . . . . . . . . . . . . 12 ■
Spreaders . . . . . . . . . . . . . . . . . . . . . . . . . . 12
"weepers, Street, Hopper Type . . . . . . . . . . . . . . . 12
Tractors . . . . . . . . . . . . . . . . . . . . . . 12, 13 & 14
Trucks . . . . . . . . . . . . . . . . . . . . . . . . . 14 3, 15
Vibrator, Concrete, Gasoline or Electric Power . . . . . . . 16
Welding Machine, Gasoline or Electric Driven . . . . . . . . 16
Equipment Reference
Weights of Motor Graders . . . . . . . . . . . . . . . . 17
Horsepower of Crawler Tractors . . . . . . . . . . . 18 & 19
Pile Hammers . . . . . . . . . . . . . . . . . . . . . 20
Pile Extractors . . . . . . . . . . . . . . . . . . . . 20
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Type of Equipment Page Number
Air Compressors, Portable . . . . . . . . . . . . . . . . . 2 ...."re.'
Air Tools . . . . . . . . . . . . . . . . . . . . . 2tLr� �'.
Asphalt Equipment . . . . . . . . . . . . . . . . . . . . . . . 3 r ,
Compaction Equipment . . . . . . . . . . . . . . . . . . 3, 4 & 5
Cranes, Tru^k & Crawler Type . . . . . . . . . . . . . . . . . 5
Distributors, Bituminous, Pressure . . . . . . . . . . . . . . 6
Dumptc-s . . . . . . . . . . . . . . . . . . . . . . . . . . . E
Engines . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Fork Lift, Leavy Duty, Cary Lift Type or Equal . . . . . ... . 6
Genevr or:., Electric with Diesel Power . . . . . . . . . . . . 7
Graders, Motor . . . . . . . . . . . . . . . . . . . . . . . . 7
Light Pleats, Portable, Gasoline Powered . . . . . . . . . . . 7
Loaders . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Mixers . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Pile Driving Equipment . . . . . . . . . . . . . . . . . . . . 9
Pumping Unit, Dewatering, Portable . . . . . . . . . . . . . . 9
Ripper . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Rooter . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Saws . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
1967 p•lb
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(4) When contractor or subcontractor-owned equipment is ordered by tba
Engineer to *e held at standby, the equipment rental will be computed
at 50 percent of the rate Indicated herein. No additional allowance
for overhead or profit shall be paid for equipment on standby under
any circumstance. When equipment rented by the contractor or subcon-
tractor from outside sources is ordered by the Engineer to be held
at standby, payment will be computed on the basis of actual invoice
cost and no allowance for overhead %nd profit will be made.
(e) When breakdown of any equipment being used on force account work
causes shutdown of part or all of the equipment being used, payment
for such equipment that is idled shall cease. Labor that is idled
and cannot be diverted to other work Shall be paid through the
one-half shift during which the breakdown occurs.
(f) Individual pieces of equipment not specifically covered by the
schedule and having a value of one hundred (100) dollars or less
shall be considered "small tools and equipment for which no rental
is allowed" as specified in Section 9.o4 of the Standard Specifica-
tions, Amendment No. 1.
The schedule is issued after conference with representatives of the Mountain
Pacific, Inland Empire, Tacoma and Oregon-Columbia Chapters of the Associated
General Contractors and has their approval for the calendar year 1967 subject
to either party requesting a review of the rates after a Six-month period.
In preparing force account authorities, sufficient details should be shown
of the varimus types of equipment to definitely establish the proper rental
rate to be applicable for each piece of equipment to be used on force account
work.
1967 p.la
1 ?
THE WASHINGTON STATE HIGHWAY CCNIISSION
DEPARDENT OF HIGHWAYS
Olympia, Washington
AGC-DEPT. OF HIGHWAYS
Equipment Rental Agreement for Force Account Work
Effective for Force Accounts Authorized After January 1, 196T
The attached schedule and this agreement are to be used for establishing
rental rates to be paid contractors for equipment used or force account extra
work in accordance with Section 9.04, Amendment No. 1, of the Standard
Specifications. Elements of cost compensated for by these rates and general
governing conditions for payment are specified therein.
For clarification of the general governing conditions for payment included
in the standard specifications, the following criteria have been agreed to.
(a) If contractor-owned equipment 1s not available and equipment is
rented from outside sources, payment will be computed on the basis
of actual invoice cost. Use of non-owned equipment at rates higher
than those set forth horein will not be allowed, except upon special
approval of the Engineer.
(b) The established rates are based on 'operated costs less labor", however,
when the operation of an item of equipment is an integral part of the
operation which requires it to be ased intermittently at a frequency
and duration which causes it to be manned and ready for use on a
full time basis, payment ::hall ba made on a full time basis, For
such payment, actual use .ime must exceed 50%.
(c) When the operated use, of eqr " moment is icfrequent and, as determined
by the nature of the force account work need not remain at the site
of the work continuously, payment shall be limited to actual hours
of use. The contractor Is expected to diver; such equipment to
other work if practicable.
When such 11 ve.-rion is not practicable as confirmed by the Engineer,
and the operator cannot be used elsewhere and must be paid through
the one-half shift in which he actually performed work, payment for
the opera+or shall be made through the one-half shift. No payment
shall be made for equipment during non-operated hours.
1967 p.l
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BEGINNING
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FILE TITLE lo .
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Vibratory Concrete. Gasoline or Electric Fover included
From but not 4b and 6
Including Including
(Horse Pover) (Horse Power) Hourly Rates
/ . 1.2o
1-1/2 . . . 2-12 . . $
2-1/2 . . . . . . . . . 3-1/2 . . . 1.80 I
4-1/2 . . . . . . . . . 6 1/2 . . . . . . . . . . . 2.00
2.40 +
Welding :dschine, Gasoline Engine or ?tectr;c Driven f
From but not 1b and
Including Includin
Gres) (AmPeresf jup
o . . . . . . . . 250 . . I. . . . . . . . . . $ 2.40
250 . . . . . . . . 350 . . . . . . . . . . . . 3.10
350 . . . . . . . . 500 . . . . . . . . . . . . 1L.00
500 . . . . . . . 700 . . . . . . . . . I. . . 3.30
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1967 p•14 1
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Tn..ckiU S,)rinkling, Gravity Type
Noomul. Duty 2 or 3 Axle Gasoline or Diesel, Highway TyFe
From but not To and
Including Including
(Gallons) (Gallons) Hourly Rates
50C. . . . . . 600 . . . . . $ 4.50
600 . . . . . . . . l,000 . . . . . . . . . . . 5.00
1,OC., . . . . . . . . 1.200 . . . . . . . . . 5.30
11 2M . . . . . . . 1,500 , , - . . . . . . 5.50
1,500 . . . . . . . . 2,5'DO . . . . . . . . . . . 6.30
2,500 . 3,500 . . . . . . . . . 7.80
3,500 , . 4,3oo . . . . . 9.1b
4,500 . . , • • • . • 5,500 . . . . . . . . . 11.00
5,500 7,5Co . . . . . . 13.20
Tr-izs, Sprinkling, Gravity T21t
Heavy Arty Off T{ighway T],,e
From but not To and
Including Including
(Gallons) (Gallons)
4,500 . . . . . . . . 5,500 . . . . . . . . . . . $ 3.00
5,500 . . . . . . 7,500 . . . . . . . . . . . 28.00
7,500 . . . . . 10,000 . . . . . . . . . . 33.00
Trucks, Tractor Ath Machines Trailer
Rated Capacity of Trailer
10-Ton . . . . . . . . . . . . . . . . . . . . . . $ 7.30
20-Ton . . . . . . . . . . . . . . . . . . . . . . . 9.70
30-Ton . . . . . . . . . . . . . . . . . . . . . . . . 12.10 ;
40-Ton . . . . . . . . . . . . . . . . . . . . . . . . 14.50
50-Ton . . . . . . . . . . . . . . . . . . . . . . . . 16.90
Truck, Tractor with Insulated Tank Trailer
Capacity of Trailer (Gallons)
I`rom but not To and
Including Including
0 . - 1,0c0 $ 5.55
1,000 . . . . . . . . 2,000 . . • . . . . . . . . 6,45
2,000 . . . . . . . . 3,000 . . . . . . . . . . . S .2o
3,^0 . . . , . 4,500 . . . . . . . . . . . 9.55
4,500 . . . . . , . 6,000 . . . . . . . . . . . 13.65
6,000 . - 7,500 . . . . . . . . . . . 15.4o
1967 p.15
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Tractor, 4-Wheel, Rubber tired Bulldozer
From but nct To and
Including including
(Engine H.P.) (Engirt A.P.) Hourly Rates
150 . . . . . . . . 200 . . . . . . . . . . . . $ 15.10
200 . . . . . . . . 250 . . . . . . . . . . . . 18.40
250 . . . . . . . . 350 . . . . . . . . . . . . 21.80
i
350 450 . 24.30
. .
550 . 650 . . . . . . . . . . 32.8 0
650 . T50 . . . . . . . . . . . . 38.50
Trucks, Dump
From but lot To and
Including Including
Cubic Yard Cubic Yard
Struck Measure Struck Measure
Normal Duty, 2 or 3 Axle, Gasolin or Diesel
Washington Utilities & Transportation Commission razes
to apply, less basic operator's wage and fringe benefits.
Heavy Duty Off Highway _ype
10 . . . . . . . . . 15 . . . . . . . . . . . . $ 16.00
15 . . . . . . . . . 18 . . . . . . . . . . . . 23.00
18 . . . . . . . . . 23 . . . . . . . . . . . . 26.o0
23 . . . . . . . . . 30 . . . . . . . . . . . . 33.00
30 . . . . . . . . . 36 37.00
36 . . . . . . . . . 43 . . . . . . . . . . . . 49.00
Tncks, Pickups, latbed or Stake Body, including 4-Wheel Drive
Rated Caprcity
1/2 Ton ;Pickup Only) . . . . . . . . . . . . . . $ 1.80
3/4 Ton . . . . . . . . . . . . . . . . . . . . . . 2.1.0
1 Ton . . . . . . . . . . . . . . . . . . . . . . 2.25
1-112 Ton . . . . . . . . . . . . . . . . . . . . . 2.40
2 Ton . . . . . . . . . . . . . . . . . . . . . . 3.05
3 Ton 3.65
4 Ton . . . . . . . . . . . . . . . . . . . . . . 4.40
5 Ton . . . . . . . . . . . . . . . . . . . . . . 5.25
Automobiles rated same as 1/2-tor, pickup
With "A" Frame or Fixed Boom
1/2 to and including 2 Ton add $1.ro
3 to and including 5 Ton add $.00
Witt, hydra.ffic or power ')oom price to be negotiated.
1967 po 4
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Tractor, Crawler with Torque Converter
From but not To and Hourly Pates Tractor with
Including Including for Bare Dozer or
(H.F. at Flywheel) (H.P. at flywheel) Tractor Loader
110 . . . . . . . . . 125 . . . . . . . $ 15.10 . . . $ 18.00
125 . . . . . . . . . 200 . . . . . . . 17.4o . . . 20.10
200 • . • • . • . . . 300 . . . . . . . 21.70 . . . 25.20
300 . . . . . . . . . 400 . . . . . . . 26.6o . . . 30.10
400 . . . . . . . . . 5oo .. . . .. . . . 29.00 . . . 32.70
Tractor, Smfll�_Rubber Tired, 4-'7heel, including attachments
Prom but Not To and
Including Including
(Drawbar H.P.) (Drawbar H.P.) Hourly Rates
10 . . . . . . . 1) . . . . . . . . . . . . .$ 2.75
18 . . . . . . . . . . 25 . . . . . . . . . . . . . 3.0 5
25 . . . . . . . . 34 . . . . . . . . . . . . . 3.65
34 . . . . . . . . . . 41 . . . . . . . . . . . . . 4.25
41 . . . . . . . . . . 51 . . . . . . . . . . . . . 4.95
51 . . . . . . . . . . 65 . . . . . . . . . . . . . 6.05
'1"h-se rates do 1,, include broom cores. (Backhoe attachment $3.00 Lxtra.)
Tractor, 4='Wheel, Rnbbe^ Tired, aingle engine, .'th Scraper or Nagon
From but Not To and
Including Including
(Engine H.P.) (Engine H.P.)
7G . . . . . . . . . . 95 . . . . . . . . . . . . .$ 15.10
95 . . . . . . . . . .110 . . . . . . . . . . . . . 1T.30
110 . . . . . . . . . .200 . . . . . . . . . . . . . 19.70
2CO . . . . . . . . . .250 . . . . . . . . . . . . . 24.40
250 . . . . . . . . . .350 . . . . . . . . . . . . . 26.60
50 . . . . . . . . . .400 . . . . . . . . . . . . . 29.00
400 . . . . . . . . .450 . . . . . . . . . . . . . 3 2.10
450 . . . . . . . . . soo . . . . . . . . . . . . . 35.20
Tractor, 2-14heel, with Scraper or Wagon
From but not To and
Including Including
(Engine H.P.) (Engine H.F.)
85 . . . . . . . . . .105 . . . . . . . . . . . . .$ 16.10
105 . . . . . . . . . 155 . . . . 17.5 0
155 . . . . . . . . . 200 . . . . . . . . . . . . . 18.9 0
200 . . . . . . . . . 250 . . . . . . . . . . . . . 23.50
250 . . . . . . . . . 350 . . . . . . . . . . . . . 26.60
350 . . . . . . . . 400 . . . . . . . . . . . . . 29.00
400 . . . . . . . . . 450 . . . . . . . . . . . . . 32.50
0 . . . . . . . . . 5 a 0 . . . . . . . . . . . . . 3`.2 0
1967 P-13
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Gradall, Including Attachments Hourly Rates
3 Ton Capacity 15 ft. Rad'.us . . . . . . . . . . . . .$ 20.90
7 • 15 ft. Radius . . . . . . . . . . . . 35,e0
Spreaders, Aggregate:
Force Feed, Ground Box, all sizes (Buckeye,
Good Roads or equal) . . . . . . . . . . . . . . . . 1.70
Force Feed, Self-propelled (Flaharty of equal) . . . . 13.80
Spreader Box, Jersey or equal (pushed by cat)* . . . . . . . . . 2.20 �
With live screed . . . . . . . . . . . . . . . . 6.60
Self-propelled, live screed . . . . . . . . . . . . . . 13.80
Sweepers,Street
Fron but Not To and
.' .c"+:fling Including
(Hopper Capacity) (Hr-per Capacity)
Cu. Yd. Cu. Yd.
1-1/2 . . . . . . . . 2 . . . . . . . . . . . .$ 9.15
2 . . . . . . . . 3-1/2 . . . . . . . . . . . . 11.10
3-1/2 . . . . . . . . 4-1/2 . . . . . . . . . . . . 12.25
Tractors, Crawler
Frcm but Not To and Hourly Hates Tractor vit,h .,
Including Including for Bare Tozer or
(Thvv.,ar A.P.) (rrawbar H.P.) Tractor Loader
21 . . . . . . . . . 33 . . . . . . $ 5.30 . . . . .$ 6.90
33 . . . . . . . . . 43 . . . . . . 5.90 . . . . . 7.40
43 . . . . . . . . . 52 . . . . . . 7.10 . . . . . 8.'i 0
52 . . . . . . . . . 62 . . . . . . 7.70 . . . . . 9.10
6-� . . . . . . . . . 72 . . . . . 8.70 . . . . . 10.20
72 . . . . . . . . . 95 . . . . . . 10.20 . . . . . 11.70
95 . . . . . . . . . 115 . . . . . . 12.20 . . . . . 14.10
115 . . . . . . . . . 135 . . . . , 13.80 . . . . . 16.10
135 . . . . . . . . . 20C . . . . . . 15.10 . . . . . 18.00
200 . . . . . . . . . 250 . . . . . . 18.80 . . . . . 22.50
250 . . . . . . . . . 300 . . . . . . 21.30 . . . . . 25.00
300 . . . . . . . . . 350 . . . . . . 23.80 . . . . . 27.50
350 . . . . . . . . . 4o0 . . . . . . 26.20 . . . . . 30.00
400 . . . . . . . . . 500 . . . . . . 23.80 . . . . . 32.50
Motive power to be additional.
1967 p.12
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Scrapers & Cat Wagons
From but not To and
Including Including
(Cubic Yards, (Cubic Ards,
Struck iAeasure) Struck Measure) Hourly Rate
5 . . . . . . . . . 1 o . . . . . . . . . . . w 4.50
10 . . . . . . . . . 15 . . . . . . . . . . . 7.00
15 . . . . . . . . . 20 . . . . . . . . . . . 9.20
20 . . . . . . . . . 25 . . . . . . . . . . . 11.50
When a scraper is used wi .h a crawler tractor i above rats
may be added to the bare tractor rates. This race includes
power control. unit.
Shovels, Backhoes, Draglines and Clanst,e''.;
Capacity of Machine '.,'hen
Used as Power Shovel
3/8 Cubic Yard . . . . . . . . . . . . . . . $ 9.25 . ,...
1/2 ,. . . . . . . . . . . . . . . . 11.50
5/8 . . . . . . . . . . . . . . . 12.00
3/4 . . . . . . . . . . . . . . . 1T.00
1 .. .. . . . . . . . . . I . . . 222.50
. . . . . . . . . . . . . . . . 26.00
. . . . . 31.25 '.
32-00
2 3/4 33.00 a
2_1/2 .. .. 35.25
3_1/2 . . . . . . . 45.00
4 .. . . . . . . . . . 5 0.0 C
4_1/2 .. . . . . . . . . . 55.00
5 . . . . . . . . . . . . . . . 6 o.o o
Installat.or of special attachments, including iraglines snd clamshells
to be negotiated. When solid rock or difficult excavatiol is encountered
with dragllne or clamshell operation, a 5% differential may be applied.
Mitts (For Shovels):
From but not To and
Including Including
(Length in Ft.) (Length in Ft.) La11y Basis - `
9 . . . . . . . 14 . . . . . . . (per mat) $ 3.00
14 . . . . . . . . . 18 . . 4.00
18 . . . . . . . . . 22 . . 5.50
22 . . . . . . . . . 26 . . . . . . . 7.00
1967 p.11
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Ripper, tractor mounted, without motive power
From but not To WA
Including Including
(Drawbar H.Y.) (Drawbar A.P.) Hourly Rate
135 . . . . . . . . . . 20o . . . . . . . . . . . . $ 5.00
?00 . . . . . . . . . . 250 . . . . . . . . . . . . 7.00
a 250 . . . . . . . . . . 300 . . . . . . . . . . . . 9.50 •
300 . . . . . . . . . . 350 . . . . . . . . . . . . 10.00
350 . . . . . . . . . . 400 . . . . . . . . 12.00
400 . . . . . . . . . . 450 . . . . . . . . . . . . 14.o o
Replacement of Ripper Teeth including labor will be at the rate
of $30.00 per tooth except Kelly Ripper teeth at $50.00 each.
Rioters, tractor drawn, without motive power
From but not To and
Including Including
(Pound-) (Pounds)
TICrl . . . . . . . 11,000 . . . . . . . . . . . $ 4.4o
11,On0 . . . . . . . . 15,000 . . . . . . . . . . 5.50
Saws, Radial Arm
From but not To and
Including Including
(H.P.) (H.P.) Blade D^ily Rate
0 . . . . . . . . . 1-112 . . 10.. . . . . . $ 4.40
1-112 . . . . . . . 2 . . 12" 4.90
2 . . . . . . . . 4 . . . . 14.. . . . . . 5.30
4 . . . . . . . . 6 . . . . 16" . . . . . 5.70
Plus sawblade cost
Caws, Portable, Ohein Hourly Rate
24" Blade . . . . . . . . . . . . . . . . . . . . . . $ 2.00
36" . . . . . . . . . . . . . . . . . . . . 2.6o
4 8" . . . . . . . . . . . . . . . . . . . . . . 3.30
72" . . . . . . . . . . . . . . . . . . . . . . 4.00
1967. p..',
ILIA4
Pile Driving Hammers, not including riellion blocks.
Hourly Rate
Drop Harmer - (weight of ram)
From. To and Including
0 . . . . . 2500 lbs . . . . . . . . . $ 1.10
25COlbs . . . . . 3500 lbs . . . . . . . . 1.6o
3500 lbs . . . . . 45Co lbs . . . . . . . . . . . 2.20
Air or Steam operated - single or double acting
Foot Pounds of Energy
From To and Including
0 ft. lbs. . . . . 5,000 ft. lbs . . . . . . . . . $ 4.60
5,000 ft. lbs. . . . 10,000 ft. lbs . . . . . . . . . 8.00
10,000 ft. lbs. . . . 17,500 ft. lb. . . . . . . . . . 9.10
17,500 ft. lbs. . . . 20,000 ft. lbs . . . . . . . . . 12.80
20,000 ft. lbs. 30,000 ft. lbs. . . . . . . 13.90
30,000 ft. lbs. . . . 35,000 ft. lbs . . . . . . . . . 18.70
Pile Extractors, Air or Steam 0peratea
Foot Pounds of Energy
From To and Including
500 ft. lbs. . . . . 800 ft. lbs. . . . . . . . . $ 7.50
800 ft. lbs. . . . . 1,200 ft. lbs. . . . . . . . . 10.00
_Pile Teads (Drop .,e=mners)
From To and Including
25 Feet . . . . . . 50 Feet . . . . . . . . . . . $ 1.70
5C Feet . . . . . . 75 Feet . . . . . . . . . . . 2.20
75 �'at . . . . . . 100 Feet . . . . . . . . . . . 2.80
Leads to be .i with heavier or larger hammers to be negotiated.
Ptt�i�t Unit Dewatering, Portable, including Pow,r, Nose
r^itan n�tings
From but, not To and
Including Including
(Inch) (.'nch)
0 . . . . . 2 . . . . . . . . . . . $ 1.00
2 . . . . . . . . . . 3 . . . . . . . . . . . 1.4o
4 . . . . . . . . . 6 . . . . . . . . . . . . 3.6 o
6 . . . . . . . . 8 . . . . . . . . . . . . 6.30
8 . . . . . . . . . . 10 . . . . . . . . . . . . 9.00
Died .rge hose required in exceso of 5c, linear feet will be paid for at
negotiated price.
1967 P-9
Loaders,Crawler TYpe, Front End or overhead
(Included under Tractors, Crawler) Refer to Pages 12 and 1,
Lc__3ers, Front En.1j .Single Drive Rubber Tired
Hourly Rate
3/8 Cubic Yard Bucket . . . . . . $ 5.20
1/1/2 �• . . . . . . . . . . . . . . . . 7.80
2 . . . . . . . . . . . . . . . . 12.10
Loaders, Front Ends Double Drive, Rubber Tired
From but not To and
Including Including
(Cu. Yds.) (Cu. Yde.)
/8 . . . . . . . . 1 . . . . . . . . . . $ 9.50
1
1-1/2 . . . . . . . . . . 10.30
1-1/2 . . . . . . . . 2 • . . . . . . . . . . 11.20
2 . . . . . . . . 2-1/2 . . . . . . . . . . 12.70
2-1/2 . . . . . . . . 3 . . . . . . . . . 14.6o
3 . . . . . . . . 4 . . . . . . . . . . 1 T.5 0
5 5 . . . . . . . . . . . . . . . . . . . 22.5 0
6 . . . . . . 8 . . . . . . . . . . . 27.70
8 . . . . . . . . 10 . . . . . . . . . . . 3 3.0 0
• 38.50
Note: The size of the Bucket to be in accordan_e with
manufactarer's rated capacity.
Loader, Belt Type Self-propelled Athey or similar
2411 - 29" Pelt . . . . . . . . . . . . . . . . . . $ 7.90
30" Belt . . . . . . . . . . . . . . . . . . . . . . . 10.10
Mixers, Searan Pulvi-mixer . . . . . . . . . . . . . . . . . . . 11.00
(Replacement of bUxing Yens, including labor, to be paid by State.)
Fftxers Concrete
from but not To and
Including Including
(Cubic Feet) (Cubic Feet)
o . . . . . . . . . 4-1/2 . . . . . . . . . . . $ 1.4o
4 •lj2 . . . . . . . 6 . . . . . . . . . . . 1.6o
6 . . . . . . . 8-1/2 . . . . . . . . . . . 1.90
8-1/2 . . . . . . . 12 . . . . . . . . . . . . 2.50
12 . . . . . . . 16 . . . . . . . . . . . . 3.80
1!59Y, Concrete, I(, C.F. . . . . . . . . . . . . . . . . . . . i 1.8o
1967 p.8
Generators, Electric with Diesel Power
Fromr but not b and
Including Including
(Kilowatt) (Kilowatt) Hourly Fate
0 . . . . . . . . . 25 . . . . . . . . . . . . $ 4.20
25 . . . . . . . . . 30 . . . . . . . . . . . . 5.20
30 . . . . . . . . 35 . . . . . . . . . . . . 5.9 0
>; . . . . 45 . . . . . . . . . . . . 6.60
60 . . . . . . . . . 775 5 . . . . . . , . . . . 8.30
75 . . . . . . . . 90 . . . . . . . . . . . . 9.2.0
90 . . . . . . . . 110 . . . . . . . . . . . . 11.30
110 . . . . . . . . 135 . . . . . . . . . . . . 12.90
135 . . . . . . . . . 16 o . . . . . . . . . . . . 14.4 0
15-40
185 . . . . . . . . . ao . .
. . . . . . v 16.50
210 . . . . . . . 250 Complete with Panel . . 23.10
250 . . . . . . . . . 300 . . . . , . . . . . 25.4o
Graders, Motor
FroL but not Tu and
Including Inciudina
(Pouno-p) (P-undo)
. 10,. . . . . . . . . . . $ 6.00
]O,000 15,'oo . . . . . . . . . . - 7.5n
l'',500 . . . . . . . . ;'0,500 . . . . . . . . . . 9.90
';'0,500 . . . . . . . . . 25,500 . . . . . . . . . . 12.10
25,500 . . . . . . . . ;0,000 . . . . . . . . . . 13.90
301000 . . . 35,000 . . . . . . . . . . . ].6,2c
35,000 . . . . 4o,000 . . . . . . . , . . . 18.50
40,000 . . . . . . . . . 45,000 . . . . . . . . . . . 21.30
45,000 . . . . . . . . . 50,Cp'0 . . . . . . . . . . 24.2o
For Elec.rcnlc leveling Device add $1.00/hr, tc above rates
LS ht Plante Portable, Gasoline Powered (including wiring)
Globe rep acemrnt to be at State expense
Fror but not 2b and
Including Inclming
(watts) (watts)
800 . . . . . . . . . 1,100 . . . . . . . . . . . $ 0.'(o
1,100 . . . . . . . . . 1,750 . . . . . . . . . . . 1.00
1,750 . . . . 2,900 . . . . . . . . . . . 1.30
2,900 . . . . . . 4,500 . . . I 1.T0
4,500 . . . . . . . . 6,000 . . . . . . . . . . 2.00
6,000 . . . . . . . . . 7,500 . . . . . . . . . . . 3.00
1967 p.7
4
fe
*'4
Distributors, Bituminous, Pressure, including truck
From but not To and
Including Including
(0ellons) (Gulors) Hourly ?gate
0 . . . . . . . 11000 . . . . . . . . . . . $ 8.25
1,000 . . . . . . . 1 .500 . . . . . . . . . . . . 9.70
1,500 . . . . . . . 2,500 . . . . . . . . . . . . 11.30
Dumotors
■
6 Cubic Yard . . . . . . . . . . . . . . . . . . . . . 8.70
Engines
From but not To and
Includin0 Including
(H.P.) (H.P )
0 . . . . . . . 15 Gasoline Powered . . . $ 1.90
15 . . . . . . 25 . . . 2.30
25 . . . . . . . . . . 50 2.80
0 . . . . . . . . . . 44 Diesel. Powered . . . 2.90
80 . . . . . . . . . . 100 �. �, 5.00
100 . . . . . . . . . . 125 •, . . . 6.0o
125 . . . . . . . . . . 16 o 7.3 0
16o . . . . . . . . . . Zoo ^ . . . 9.4o
Fork. Lk Heavy Duty, Cary Lift Type or Equal
4 Wheel Drive, Wheel Steer
,,rom but not To and
Including Including
(Pounds) (Pounds)
4,000 . . . . . . . t,,Oo . . . . . . . . . $ 10.00
6,000 . . . . . . 81000 . . . . . . . . . . 12.00
81000 . . . . . . . 121000 . . . . . . . . . 14.00
12,000 . . . . . . 15,000 . . . . . . . . . 18.00
15,000 . . . . . . . 20,000 . . . . . . . . . . 20.00
20,000 . . . . . . . 25,000 . . . . . . . . . . 23.00
1967 p.6
Compaction Equipment - Continued:
Roller, Vibratory (powered)*
From but not To and
Including Including
(H.P. ) (H.P.) Hourly Rate
21 . . . . . . . . . . . . . . . . . . . . . $ 5.00
5 . . . . . . . . . . . i' . . . . . . . . . 6.o o
15 . . . . . . . . . . . 25 . . . . . . . . . . 7.10
25 . . . . . . . . . . . 35 . . . . . . . . . . 7.90
35 . . . . . . . . . . . 45 . . . . . . . . . . 9.90
45 . . . . . . . . . . . 55 . . . . . . . . . . 12.10
Tamper, Impac ,, gasoline powered (50 to 700 blows/mir..)
Fror. but not To and
Including Including
(Ft. Lbs/min.) (Ft. Lba/min.)
10,000 . . . . . . . . . . 20,000 . . . . . . . . . $ 4.00
20,000 . . . . . . . . . . 30,000 . . . . . . . . . 5.50
Ft. Lbs/min. = (Total wt. x ht, of fall x no. blows/min.)
cranes, :ruck & Crawler Type:
Manufacturer's rated capacity, 10' radius with Outriggers
Capacity of Cranes (pounds)
From but not To and
Including Including Crawler Truck Type
5,000 . . . . . 9,500 . . . . $ 7.90 $ 8.80
9,500 • . . . . 14,000 . . . . 10.50 11.70
14,000 . . . . . 18,000 . . . . 12.10 13.4o
18,:to . . . . . 24,o00 . . . . 14.00 1.5.50
24,oco . 290000 . . . . 15.4o 17.10
29,000 . 40,000 . . . . 16.90 18.80
40,000 . . . . . 50,000 . . . . 25.1c 26.40
50,000 . . . . . 70,000 . . - . 27.20 28.60
70,000 . . 100,000 . . . . 32.30 34.00
10u,000 . - 130,000 . . . . 46.10 48.50
130,000 . . . . . 160,000 . . . . 55.10 58.oc
16o,000 . . . . 200,000 . . . . 66.5o 70.00
► Bare roller only. Motive power will be paid in addition.
1967 P•5
40,
Ir
AI
CerrpactiOn Equipment - Continued:
Roller, Tandem or Three Wheel
FrM ;ut nct To and Hourly Rates
Includt,f" Including
(Ton) (Tor.)
0 . . . . . . . . . $ 5.10
6 . . . . . , 9 . . . . . . . . . 6.50
9 . I. . . . . . 11 , 7.10
11 . . . . . . . 13 . 8.4 o
13 . . . . . . 15 . . . . . . . . . 9.60
15 . . . . . . . 20 . . . . . . . . . 12.10 ...
Roller, Pneumatic Tired, Self-powered
From but not To and
Including including
(Ton) (Ton)
8 . . . . . 10 . . . . . . . I. . $ 6.60
10 . . . . . . . 12 . . . . . . . . . 8.25
12 . . . . . . . 15 . . . . . . . . . 10.25
15 . . . . . . . 20 . . . . . . . . . 12.25
20 . . . . . . . 25 . . . . . . . . . 14.25
Roller, Sheeps Foot*
V" Drum Liamnter (per drum) $ 1.70
72" 3.30
Roller, Wobbly-Wheeled or Straight Wheeled, rne,.=tic Tired*
From but not To and
including Including
(Ton) (Ton)
0 . . . . . . 15 . . . . . . . . . $ 2.00
15 . . , . 30 . . . . . . . . . 5.00
30 . . . , . . 45 . . . . . . . . . 7.00
45 . . . . . . 60 . . . . . . . . . 8.00
Roller, Grid*
16-Ton . . . . . . . . . . . . . . . . 9.60
* Bare roller only. Motive power will be paid ir. w;
1967 p.4
MOM
16# WATERMAIN BREAK #4 Q 5 MAPLE VALLEY IIWY.`- W-319
16" WATERLINE BREAK. RANDOM WIPES.
6:00 P.M. July 27, I19FTY—'FWR-'k-c1WnrY
" The following is a summary of activities relative to the emergency
service required to restore water service on the 161, supply line in the
vicinity of Maple Valley Interchanio.
Soma of this material is from memory and some from notes taken during
the emergency construction project.
The purpose of this memorandum is to provide a running account of
activities surrounding the 16" water line break. ^iccures are available to
document the constructlin phases of the work.
The initial report on the water line breal was made by an unidentified
v.ruck driver who vmtacted the street department. The water utility was then
started and steps taken to shut down and close off the vicinity of the break.
This occurred at approximately 2:30 P.M. July 26, 1968.
At 2:e5 P.M. Vic TeGontvoort, Street Commissioner, picked me up at the
Engineering Office and we proceeded to the scene, Upon initial survey of the
levee, it was determined that water had forced up through the off ramp end
then burst out the side of the fill from the off ramp approximately 10' or
more below the grade elevation of the off ramp_ Gushing water including wash-
out fill material was flowing directly to a storm drain below the break In
substantial amounts.
I immediato,y returned to the office and assigned Ben Peterson to locat-
ing mops of the break area, Teron Gibson to check the stop line drain, Leiv
Erikson to identify the area which would be out of voter and determine need
earmoctions for emergency s Tpply, and Gary Case to take pictures of the scene.
Wo then contacted Glen Guy at the local Highway Engineer Office, and advised
his. of the break and the need for identifying the location of the Pipeline
casiu.g. We also contacted the Highway maintenance department and r4wised them
of the Lreak, and requested information as to who to contact for weargency
clearance. I than contacted Mr. Webb of the Highway Department still obtained
emergency clearance to proceed.
After storm llewors wore cleared and area of outage identified, Theron
Gibson was dispatched and the Fire Department contacted to obtain adequate hose
for 2 - 2 1/2 inch lanes from a siamose connection under too Cedar River north
bridge to the firm hydrant Immediate 1, north of the City Hall. Roturnins to
the scene I discussed tho problws with Don Tay/ir, our Field and Construction
Inspector, anb with Ads Rowe of the water department and determined that City
equipment was not of a size and nature to be .ble to contra' , �e break. I had
previously coatactod Lynn Andrews of our Traftic Enginoer4 +lative to traffic
routing sad signing, In the meantime our Street Deportee ,i proceeded to
barricade the off nap and these barricades were tnon fur Larricadod by the
! 4 ti I
1
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W. Co FROST
4CNERAL CONTRACTOR rnno •onn se zzz..U4 I -
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GENEPAI. CONTRCONTRACTORmw wA:1Sxn
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CTTY nr Rr.%"rr 7 wATrRWnRKS :1TTLTTY
SCKEDULP. OP LABOR USED TO RL'PA1R 16" WATT:RMArTt
Break.-Scats Highway Washout on Sp 4i5
SCHEWLS "A"
JULY 26,68 JULY 27,60 JIILY 28,L8 TOTAL
Bob Lua S 28.90 $ S $ 28.90
gob Barbour 26.84 26.84
Pay Richards 16.12 16.12
Kan McLeod 62.02 62.02
Larry Savia9e 91.97 81.97 163.94
Harold Johnu n 5.93 5.93
7ohn YQKnan 9.32 9.32
lames tfur4ock 62.02 62.02
'watt Kohl 29.37 29.17
P.Madsen 9v86 9.80
Mark Coot»r 10.6? 18.63
Mike Sloan 19.58 19.54
Bill Rilliker 20.59 20.S9
Lein Erikson 136.84 136.84
.lack ChaTwan 20.50 35.63 9S.00 139.13
George Phillips 75.12 75.12
P.W. Puhich 76.34 76.34 152."
5 196.74 - -5 220.78 - $ 589.31 ; 996.93
A
Al
CRY OF RENTON p
� MATERIALS ISSUED , ,,,_ ■
WAYMORKS UTILITY
UNR r�cru� !MATINIAL YoWV A OW
St_. O e ' tJj
✓ 3• z 6 /^+
a 9G i
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V
V
4�
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r�lY1..aY,y.,.41.{,.w...r .w:...wv..�..:. •�n+rs.,r wra �.r.n.w�.. ...�, w... .� .. ., ... ..�. r..... ...�.�.. .r ..��.r...rw�..�rw.w.�-
CITY OF RENTON WATERWORKS UTILITY
COST OP REPAIRING 16" WATERMAIH RREAK
State Highway Washout on SR 405
MATERIAL- Be* Materiel Issued Slip 428.52
LABOA-Soe Attached Schedule "A" 996.83
$1,425.35
OVERHEAD 214.12 $1,639.47
."IPMEW
C-31 1/2 T Pickup 4 lira 0.900 3.60
C-38 3/4 T Pickup 28 Mrs 01.00 28.00
C-42 3/4 T Pickup 7 Mrs 01.00 7.00
D-21 2 T Truck 9 1/2 02.25 21.18
D-23 2 T Truck 8 Mrs 02.25 18.0i
1r-24 1 1/2 T Truck 4 Mrs 01.40 6.00
D-26 Dump Irk 5 1/2 @2.25 12.39
D-27 -Amon Trk 5 lira 02.25 11.25
D-28 Otmm Trk 3 Mrs 02.25 6.75
D-29 Dump TrY. 9 1/2 02-.23 21.38
E-5 Backhoe 2 Mrs 06.00 12.00
E-38 Hopto BkHoe 14 Mrs 08.00 112.00
E-44 Cat 120 8 Mrs 06.50 52.00
Grader _ S 311.74
Rental on Stlhl Cuttinq Saw 3 0ays 015.00 45.00
1 Steel Cuttinq Bled* 8.95
TAN 2.43 _56.30
TOTAL WATY.R D-PAR"MW COSTS 82007.59
N.C. Frost Construction Co.-See Schedule "a" 5106.34
City of Penton Street Department-See Schedule "C" 293.73
87409.66
I
4
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Af.pitigte Invoice - 89977
aloe wwt66,•,{19
W STERN LITILITIEi3 (3(1PPI.Y
P.C. 90• ,Sii 5409 =1 A/E. Sq.
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S[ATTI.[. *A"- 901 a• SCAT TL, nAS.�•
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-
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F
Ra{lalr9-MaGM•Oaf-NN4NANCL
—TOTAL -
, M 1
Immummodl
9THeeT nePARTMBHT LABOR
duly 29, 1968
Via 'fislntine 3 4ra D.T. 5.9660 • 17.90
Red )rader 8 Hrs D.T. 5.6774 - 4S.42
Die), See 1 1/3 D.T 8.090 • 28.32
Cliff BAtee 6 Hre O.T 0.464 - 67.68
159.32
♦154 OH 23.90
July 2n. 1968 183.22
Terry Bartley 2 Hr B.T. 3.2750 . 6.55
Dick Bee 2 nr 6.T 4.0454 - 9.99
Dill Gibbs 2 1,2 Hr 3.876 + 9.69
24.33
1.@5
27.99
i11.2o
� M
1NTER-DF:PARTMENTAY. 'AWANSFERS
DEPT. CHARGED —lr�.ti@C..___.____...._._..
18�0 MONTH OF. July- ._ _ 19_53_
ACCOUNT NO.
CACCHARGE DESCRIPTION � CREDIT '� TOTAL
412 I .11Jtolies Irw, T105 19treot 16.67 •_
1320
417 Pu Pir -iw: :iole
artl�y 1 str, 4,ou
0.20 1 ;ir. 3000 ' �+ .
7-10-68 21-rth3d :Nrt .it
e :rrley 1 .tr. i 4,
0-19 1 Jr.
e � ...,
J1J'n } dr. iD
I il-19 h 'Jr. ,00
a>E•cour 31 ,res 1;.v. 9-29 1.21`
7-28w8 Job # 19t37
Lt dun 24:: Yaa. _ .25 � ol.
Sareonin- 50 ids .25
15k 0aer'i3 d
Libor 24) dr3, -, u.Y. i 15w O/N
I �
I
i
i
GRAND 33:•a1
APPROVED FOR PAYMENT __ _ __.._ _ . TOTAL
,ClWe."Oole."" 111 R.I•YY MM WM
T
PILE IW2*,RS: AIR OR STEAM OPERATED
Rates will be governed by energy per blow in Foot Puunds
McKiernan Terry Corp. Vulcan
Model No. Ft. Lbs. Enr;. Model No. Ft. Lbs. fta.
■ Single Acting Single Acting
8-3 3,000 7,26o
s-5 16,250 15,000
s•8 26,000 F, 199,500
s-10 32,500 0 24,3T5
s-14 37,500 Ors 26,000
OR. 30,225
010 32,500
o14 42,000
OP0 6o,000
Double Acting Differential
5 1,000 D0R 100 386
6 2,500 DOH 900 4,000
T 4,150 3m 7,260
9 B 3 8,T50 30C 7,260
10 B 3 13,100 5M, 50C 15,100
11 B 3 19,150 65C 19,200
8m, qn-, 24,45o
1wc 36,Oo0
200C 50,E
4000 113,478
PILE EXTRACTORS
McKierna. Terry Corp. Vulcan
E2 700 200A 250
E4 1,200 400A 500
800A 1,OW
1200A 1,640
t
�i
196T r•20 M
HORSEPOWER OF CRAWLER TRAcjoRS (Cont'd)
Caterpiliar Tractor Co.
Draw Bar Net Engine Seriel Ho.
Model H.P. H.P. Identification
D 2 32.3 4u, 5u
D 2 38 4U, 5U
D 4 43 6u, 7u
D 4 50 6u, Tu •
D 4 52 39A, 40A
D 4 52 T8A
D 6 65 .8U, 9u
D 6 75 8U, 9U
D 6 B 75 3TA, 44A
D 6 C 97 74A
""D 6 C 120 76A
D 7 80.4 7M, 4T, 3T
D T 90 3T
D T 102 17A
D 7 112 17A
D 7 128 47A
D 7 PS"* 16o 48A
D 8 130 2U
D 8 150 13A
D 8 DD 155 14A
D 8 TC+ 191 15A
D 8 DD 185 36A
D 8 TC• 235 35A
D 8 PS** 235 46A
D 9 DD 260 18A
D 9 TC" 320 19A
D 9 DD 268 49A
D 9 rC" 335 50A
D 9 PS" 335 34A
D 9 PS" 385 66A
" Torque converter
�* Power Shift
1967 P.19
♦ ti
HORSSEPONER OF CRAWEZR TRACPOh
Dravbar Net Engine Drawbar Net Engine
Model H.P. H.P. Model H.P. H.P.
Allis-Chalmers International Harvester Co.
HD 5 4o T-34o 31
HD 6 52 T-6 32.9
HD 6P** 72 T-6 61-62 Series 41.5
HD 7 60.1 T-9 43.0
HD 9 T2 TD-34o 33.0
HD 10 86.6 TD-6 33.8
HD 11 TT TD-6 61-62 Series 42 3
HD 11 C* ill TD-9 41.3
HD 15 lor/ TD-9 61-62 Series 55.T
HD 15 C* 135 TD-9 Series B 56
HD 14 IP5 TD-9 PS Series B T5.0
HD 16 C* 150 TD-14 A & Series 141 66.0
HD 16 P** 163 TD-14 142 Series 78.5
HD 19* 163 TD-14 142 Series 81
HD 20* 175 TD-15 150 & 151 Series 85
HD 21* 204 TD-15 PS Series B 115
FD) 21* 225 TD-18A 89.3
HD 21 F" 244 TD-18 181 Se les 103
TD-18 182 "_ries 1o6
Euclid TD-20 20C Series 111
TD-20 20_ Series 113
C 6* 213 TD-20 PS Series 150
C 6 PS*** 224 TD-24 148
TC-12* Two Engines (Total) 425 TD-24 241 Series 161
82-30*** 225 TD-24 241 Series 175
82-40*** 275 TD-24 TC 241 Series 202
82-8o*** 425 TD-25 250 Series 185
TD-25 TC 250 Series 230
J. I. Case TD-25 Series B 185
TD-25 PS Series B 230
310 Gas or Diesel 30.0 38.0 TD-30 225
320 Gas 30.0 37.8 TD-30 TC 320
400 Gas 30.5 38.2 TD-30 PS 320
400 Diesel 27.0 33.3
42CC Gas orDleael 3C.0 38.o Deere & Company
50n Gas* 43.5
50 Diesel* 39.3 420-c 23.5
520 Gas* 43.0 430-c 24.1
520 Diesel* 39.0 44o-ic Gas 24.2
600 Gas *** or Diesel+** 54.0 41-o-1C Diesel 25.9
T50 Diesel*** 63.0 1010-C Gas 27.4 41.5
800 Oas *** T4.o 1010-C Diesel 26.7 41.5
800 Diesel*+* 68.0 2010-C Gas 38.9 52
1000 Diesel+'** 87.0 2010-C Diesel 39.1 52
* Torque Converter Drive
** Torque Converter Drive with Power Shift
*** Torque Converter Drive with 'hrramatic Transmission
1967 p.18
i
WEIGHT" OF MOTOR GRADERS
'1ode1 Pounds Model POundO
I.e Tourneau - Westinghouse
or Adaws Austin-Western
220 15,500 88 R 16,56o
330 21,520 88 L 1.7160o
330H 21,690 super 88 20,050
440 23,000 99 H 23,050
550 4,600 99 L 22,150
660 28,250 Super 99 24,050 •
666 24,970 Super 100 18,650
777 27,750 Pacer )00 16,200
Super 200 20,100
Galion Pacer 200 20,1J0
Super 300 23020
503 ),550 Pacer 300 21,650
303 15,350 Super 400 27,700
450 22,420 Pacer 400 25,'
104 22,5g0 Super 500 27,u. )
118 24,200
160 28,150 Allis-Chalmers
T 500 24,2oo
T 600 28,000 D 8,800
T 700 4o,2oo DD 9,350
145 21,54o
Caterpillar 145 T 21,640
45 23,800
212 13,7"1
112 21,000 Huber-Warco
12 to & incl. 8T Series 24,200
12 Series 70D & 80C 25,67o Mainta..ner T,500
12 Series 99E 27,035 4DT5 21,750
12 Series F 28,155 4n85 22,750
14 300200 4D115 23,350
16 47,000 5D190 33,E
6D 25,9TO
Pettibone 7D 28,820
8D 21,750
401 21,290 9D 22,550
401 A 21,810 10D 24,760
402 23,o4o 11D 27,OC)
403 26,000
404 26,840
PM-12-C 27,96o
PM-412-c 25,E
14h7 p.17
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P. 2
UTILITY DEPARTMENT
38 LF 16" 0.1. Pipe @ $11.65 442.7C
42 LF 1" Galy. Pipe @ .32 13.44
1 16" x 15" Long H.J. Solid Sleeve 127.96
2 16" Rubber Gasket; @ 1.44 i.88
Sub Total 586.48
i Pipe Saw 285.00
Salaries 692.12
Total 1,564.10
15% Overhead 234.62
Equipment
0 24 Dump Truck 4 @ 1.50 6.00
D 21 9 @ 2.25 20.25
D 29 9 112 61 2.25 21.38
C 31 Pick 0p 4 @ 1.00 4.00
C 38 " 27 @ 1.00 27.00
C 42 " 2 R 1.00 2.00
E 38 Hopto-Backhoe 2 @ 8.00 16.00 S 96.63
TOTAL $ 1,895.35
STREET OEPARTt< ;TT
Material 84.53
Labor 211.20
Equipment 112.38
TOTAL S
SUMMARY
FROST COT4STRUCTION 5,11,6.20
UTILITY DEPARTMENT 1,895.35
STIM DEPARTMENT 403.11
TOTAL $ 7,409.66
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COST OF 16" MIITERMAIN BREAK
FROST CONSTRUCTION CO.
Payroll
1,763.24
Payroll Overhead + 15T 440.81
r
• MISCELLANEOUS
V-Bets 2.72
Lumber Market 16.)3
Tirl>Ar from yard _50.00
$ k 65
EQUIPMENT RENTPJ_
Cat 966 Rate $25.00/hr. 0 ; 1/? hr. 162.50
Standby $12.60/hr 0 4 i/2 hr. 56.25
it hrs. Prew. - Optr. @ $3.00 33.00
Cat 950 11.0 @ S12.7n 139.70
9.0 0 6.35 57.15
Cat 941 10.0 0 13.00 130.00
580 Case Sackhoe @ 16.9 0 9.05 144.80
16.0 @ 4.60 73.60
Merlon Shovel (3/4 yard) 10.0 @ $17.00 170.00
10.0 @ 3.50 85.00
Vibratory Roller 8.0 0 7.10 56.80
CowTressor 22.0 :a $3.10 68.20
Truck - 1 1/2 Ton 48.0 @ 2.40 115.20
Truck - 314 Tcn 48.0 @ 2.10 100.80
Truck - Kenworth-lowboy 8.0 0 $14.50 116.00
Generator 40.0 0 $2.00 80.00
$ 1,589.00 r
J«2. 70
O ✓A .1/ ��'T• e 411/
q 4 4 t,i/
S`,��GeT��1► 4.�,: � t.s�: ice_
ransom
P. 2
UTILITY DEPARTMENT
38 LF 16" D.I. Pipe @ $11.65 442.70
42 LF 1" Galy. Pipe @ .32 13.44
1 16" x 15" Long M.J. Solid Sleeve 127.96
2 16" Rubber Gaskets @ 1 .44 2.88
Sub Total 586.98
■
1 Pipe Saw 285.00-
Salaries 692.12
Total 1,564.10
15% Overhead 234.62
Equipment
D 24 Dump Truck 4 @ 1 .50 1.00
D 21 9 @ 2.25 20.25
D 29 9 1/2 @ 2.25 21.38
C 31 Pick Up 4 @ 7.00 4.00
C 38 " 27 @ 1.00 27.00
C 42 " 2 @ 1.00 2.00
E 38 Hopto-Backhoe 2 @ 8.00 16.00 $ 96.63
TOTAL $ 1,895.35
STREET DEPARTMENT
Materiel 84.53
Labor 211.20
Equipment 112.38
TOTAL
r,�75
SUMMARY
FROST CONSTRUCTION 5,106.20
UTILITY DEPARTMENT 1,895.35
STREET DEPARTMENT 408.11
TOTAL $ 7,409.66
t
COS( OF 16" kATERMAIN BREAK
FROST CONSTRUCTION CO.
Payroll 1,763.24
Payroll Overhead + 25i; 440.81
V;T0-4-.b5
MISCELLANEOUS
■
V-Belt 2.72
Lumber Market 16.93
Timber from yard 50.00
$ 69.65
EQUIPMENT RENTAL
Cat 966 Rate $25.00/hr. @ 6 1/2 hr. 162.50
Standby $12.50/hr @ 4 1/2 hr. 56.25
11 hrs. Prem. - Optr. @ $3.00 33.00
Cat 950 11 .0 @ $12.70 139.70
9.0 @ 6.35 57.15
Cat 941 10.0 @ 1 .00 130.00
580 Case Backhoe @ 16.0 @ 9.05 144.80
16.0 @ 4.60 73.60
Marion Shovel (3/4 yard) 10.0 @ $17.00 170.00
10.0 @ 8.50 85.00
Vibratory Roller 8.0 @ 7.10 56.80
Compressor 22.0 @ $3.10 68.20
Truck - 1 1/2 Ton 48.0 @ 2.40 115.20
Truck - 3/4 Ton 48.0 @ 2.10 100.80
Truck - Kenworth-lowboy 8.0 @ $14.50 116.00
Generator 40.0 @ $2.00 80.00
$ :,589.00
1
N° 7
ORIGINAL
DEPARTMENT WORK ORDER-DISTRIBUTION PENTON
MATERIAL
--- ---- NO. SIZE �piD T B ISSUED B RETURNED-
--
I
I
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i,
BTIMATID COST INSTALLED BY CITY ❑ CONTRACT p
CONTRACTOR SUBDIVISION
WORK STARTED WORK COMPLETED
REMARKS
PROJECT WR-- _. �'J� DATE.
II -�
NAME---------- _--__ ADDRESS__ -
SIZE OF METER_ ---NO. .__MAKE ___---.-_.READING ACCOUNT NO.___-
III �
NATURE OF WORK AND DIRECTIONS:
SUIT. SIGNATURE
1
P. 2 - Continued
Total from previous page 9,443.60
7,422.11
s 15,965.71
The excavation and backfill which was done would have to be done even if
the pipe was repaired or not, to repair the damage on Bronson way exit ramp
before this ramp could be open to truffle again.
In CH2 M report about the municipal water system in City of Renton made in
1965 a proposal is ^mde about a new well in Cedar River Park with 16" water
line connected to the system as shown or. the attached map. Well 8 is drilled
and construction of pumphouse and waterlines are ready to start in the near future
This will wive us a dabble supply and eliminate an amergency if a similar condition
should occur, and a construction of the suggested line would be it waste of money
and time.
The break was discovered about 2:30 F.M. Friday, July 26, 1968. After
permission was given from the MayCr of Aentor, State Highway Department and otner
parties involved a contractor wrs contactcd and started to move the necessary
equipment in isasediatell 'n the xn-ttm+ • Forces shut off the necessary
valves and made temporary connection for tr aple Valley area and Riviera Apt.
by 3rd Ave Lxt. and Branson yxy. All areas were served water &join in a minimum
of time. By 3. 30 A.M. Saturday the pt, e was tmcovertd and t*e da�sge fovud, but
too much water leakage caused Lire conrrs^_tor t- stop till 7:00 A.M. ne saw
morning. (nur water department checked all valves and was able to shut the water
completelf off. Tunneling was now started to reach the next connection and by
8:00 A.M. Sunday morning all repairs were done and necessary backfill. The water
was turned back on less than 41 hours after discovery of the break. With help
from the street department backfiliing of Bronson way exit ramp protective slope
was started and the ramp was opened for traffic 4:30 P.N. 8 hours after the
backfilling started.
f
a14Y" �,.!i;.,;-• .u.,ai.e:.anaa..ar....a�. ...x+.�4ed.wwvk..:.w. �wr.�a. .,....
l:. .. ,¢. . ., .. . _... —a« ..., �. ✓a.v v.Ar r 61.»k,aiwYi+
Leiv kriksen's Report 7/28,48
Inquiry was made as to why the 16" waterline was not rerouted as shown
on the attached plan instead of what was tone, locating the damaged part, re-
placing it and backfil' g.
At the time of the break our major concern was to locate the daaagsd part,
make a temporary or permanent repair since this waterline is the mein supply from
our water sources to Mt. Olivet storage tank and Highland reservoirs which serve
all of Renton served of our own water except for the downtown area. A secondary
supply of this area except for '!aple Valley area is via Windsor Hill pump station
and we would be able to serve this area for a length of time any place from 3 days
to a week, considering no fires in the area, or shut off of electricity causing
the pumps to stop or pump breakdown. In case of anything like that our water
supply could only 1 hours. We have no secondary supply for the Maple Valley
and the area was temporarily served via 2 fire hoses. This area would be im-
possible to serve this way on a regular week-day. 'The Maple Valley area consists
of 208 residential customers, the Riviera Apts, Maple Valley i;: If course and
industries Ilk* Rainier Asphalt Co. , Staneway, Security Concrete City Light
service Bldg. and other businesses depending on water service. To be able to esrve
this area on a weekday, a temporary 6" waterline would have to be strung about 600
LF and necessary connections made.
In case a rerouting as shown was done a temporary repair of the existing pipe
would have to be done to be able to serve the above mentioned areas. A rerouting
would take approximately 2 weeks (estimate of our water department) considering
that pipe and fittings could be delivered when ordered. On 16" O.J. pipe and
fittings. There is usually a waiting time ue to JJ days. It would probably also
be required from the State Highway Dept. that engineered plans should be submitted
for their approval. This takes from 60 to 90 days
The Airoct cost in rerouting the waterline would be:
Approx. 500 IF of 16" D.I. Pipe a Lpprox. 7.00 a ft. 3.500.00
500 LF Excavate. Lay, backfill s approx. 3.00 a ft. 1,S00.00
300 CuYd. Pit Run a 2.00 600.00
" 75 Sq Yd Asphalt Rest . a O.So 37.So
3 Cu.Yd Concrete Blocking a 30.00 90.00
3 16" 90'Bends s 11 175.00 525.00
" 2 16" 45' 175.00 350.00
2 16" Tees s 250.00 " 500.00
Sub Total S T.IMM
Tax 4.5% 319.61
Total 3 7,422.11
If this rerouting should be used as a parallel line to the old and both be
used or usable in case of an emergency this A -at- valve would have to he installed.
4 16" fats Valves 4 approx. 1,020.00 4,08000
4 Valve Chambers 8 1,000.00 4,009.00
Sub total 8,o60.00
Tax 4.5Y 363,60
Total 8,443.60 ()VFR
1 * 1
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P. 4
reported State Highway Inspector yissman (Telephone No. Te3-0386) pad appeared
and discussed possibilities of caslag pipe, hackfilling requirements, and grout-
ing. These will need be resolved prior to backfilling after the break is re-
palmed. Various utll'y end City Personnel contacted Theron duriig the day
relative to activities and availability. Ado Row advised that a man was stand-
ing by at th hater utility and ductile pipe loeded and prepared to resrond to
the scene as soon as it was needed. At approxivtely 2:4S P.M. the Mayor was
given an offside status report by Theron Gibson. At 3:00 P.M. Telephone Inspector
left havink determined the telephone installation was safe and rat undermined
and that hand digging would disrupt it.
3.45 slight cave in occurred for which pictires were taken. Contractor
obtained additional timbering and by 4:00 P.M. one additional mar cans to work
for the contractor. At 4 22 P.M. two additional men came to work for the
contractor. At 4:30 two of the men who had been working all day were relieved.
Car A-4S, which has a radio, was kept on the scene in crse of a cave in requir-
ing emergency assistance. Leiv Erikson was advised of the calling procedures
relative to a cavoin or other inadent and a radio check was made at approximately
6:00 P.M. Police dispatchers were contacted throughout the night and days
activities to maitstain monitoring of the radio net to receive any emergency calls
from the jobsite.
Two questions arc outstanding at the moment - one relative to the backflll
to be procured for the embankment, contractor advises that State Highway
Inspector Vic' had approved that next to the City Pit for backfill.
State iosires the off ramp to be cleared by Monday morning prior to Boeing
traffic. Determination will need be "de of the water problem to determine tim-
ing requirements and availability of personnel and equipment.
Should timely installation of the 16 ' pipe be made we would attempt to make
the Monday morning deadline on the off-ramp. However, this is contingent upon
the actual pipe repair. The 16" pipe controls the flow from Talbot Hill Reser-
vair through the City to Mt. Olivet ieservolr. The Pump Station at Mt. Olivet
then pis water to the Highlands area. An extra" water shortage could and
will exist if this repair is not affected imnediatnly.
At this time It is my estimste that barring additio al difficultiae the
water line should be in and reedy for servief at approximately nom Sudday. At
that time determination will be mad* regardink oackfilling. My recommendation
Is at this point would he to proceed Immediately with ;ht backfilling. End of
6:00 P.M, repert Saturday July 27, 1968.
Y
The areas affected by water shortage were notified and radio and T.V.
coverage was given to the water shortape resulting frnn the break.
Mr. Puhich of the hater Utility checked the break location early in the
evening and was on hand until the break oasis.<im. W.kn
um**$ 4ftV4, mmmt•was identified and corrected measures needed were determined.
Identification and corrective measures were determined at approximately 2:00
A.,4. Saturday.
At approximately midnight the Marion Crawler shovel was coved in and
r excavation proceeded to locate the pipe. In the initial attack we had excavated
level at approximately 8' aoove the pipe into the identified area of the break
m &W ttian dug down to the pipe, txtrema caution was exercised in working around
and at the break location to prevent damage to the telephone facilities which
ware located approximately 5' southerly of the 160 line.
8y 3:00 A.M. sufficient excavation and exploration had been made to , •.er-
mine that the de-watering would be necessary before additional work could be
performed. One man from the contractor's crew was detailed to operate the pumps
throughout the rest of the night. Theron Gibson was assignee, to stand by for
the City throughout the remainder of the night. All other activities were shut
down teWorarily until the de-watering could be effected. [ion Taylor had left
the scene at around 1:00 or 1.30 A.H. after the initial identification of the
location was made and Theron Gibson case on duty at 2:00 A.M. Dick Houghton
was also available and at the scene from 1:00 A.M. to 3:00 A.M. to assist in the
operation and determination of action and was available for call throughout the
weekend. At 3:30 A.M, Dick Houghton and I left the scene with Theron Gibson on
duty. Leiv Erikson caw on duty at 8:00 A.M. and Theron Gibson vas retained
until 6:00 P.M. Saturday evening for jobsite inspection. I returned to the
scene at apptoximatoly 8:00 A.M. and advised Leiv [rise^ to check over certain
items and to watch the scan- while Thelon Gibson had breakfast and we would deter-
adne whether or not further action was necessary. Contractor 's pors�nnel were
available at 8:00 A.M. one continued de-watering and preparation for mobilisation
Of equipment and 'blocking, umbers, clay spade and stir compressor necessary for
the tunnel work,
It had been determined during the night that this tunnel with cribbing would
be constructs( over and along the pipe which was broken in order to remove it
without further disruption to the pavement and fill areas, The Marlon Crane
cleared the excavation further to deter sliding material and the tunnelling oper-
ation commenced. Lagging and tunnel cover was started at. approximately 10:00 A.M.
I released uiv Erikson at approximately 10:00 A.M. and requested 1-im to return
at 5:00 P.M. Theron Gibson made his report of the night's activities and advised
that he would be able to continue through the day for inspection work.
At 5:00 P.M. Leiv Lrikson reported to reliev- 11,vron (ibson. Discussion
Of the day's activities mad a report was made by Theron Gibson. Laiv Erikson
was dispatched to the jobsite for continued inspection on the site. Theron
P. 2
Higbwey Department maintenance personnel. Ben Paterson had contacted the
telephone company and the Gas Company relative to their utili'ies in that
►lcinity. A telephone man was dispatched and was on duty all night until
3:00 P.M. Saturday. The Gas Company employees indicated no gas lines in the
immediate vicinity.
There upon contacting the Mayor and requesting emergency approval, we i
obtained gill Frost, local contractor, to mobilize and move in man and equip-
ment to determine the extent and correct the problem. bill Frost was on the
job around 5:00 P.M. and moved in equipment, men and loader with work com-
mencing with the loader at approximately 7:00 P.M. Two men were working on
the site for the contractor and additional men for the contractor were mobil-
ising equipment at other sources to move in for repair of the break.
Around 6:00 P.M. Mr. Webb of the Highway Department appeared at our office
and advised that his Supervisor, Mr. Magnuson, had determined that we should
delay any activities until Monday and submit a plan of attack to the Highway
Department for their approval. I discussed this with Mr. Webb and then called
Mr. Magnuson and obtained oral clearance from his through Mr. Webb to proceed
with the exploration and repair due to the emergency nature of the condition.
They indicated that they would check later that night to determine if special
measures need be taken relative to sheet piling of the highway to prevent caving.
Pictures identified some of the construction progress during the night sal
following day activities.
At 8:30 P.M. a tractor backhoe was in operation and approximately S men
from Frost crew.
At 9:00 P.M. it was necessary to pull the excavating equipment out and
pump down the water level in order to proceed with further excavation. By this
time the highway had been adequately barricaded. A utility truck of Mr. Frost's
with yellow lights above had been placed in the off ramp route should someone
miss the barricades. ster a marion track shovel was moved in on the jobsite
avai'able for later work.
Theron Gihson, Ban Paterson had been released at approximately 6:30 P.M.
along with other Engineering Personnel that had been standing by. Water
utility and Street Department Personnel were available and contacted us at
various intervals during the night and day relative to conditioru and their
activities. We have no time breakdown an the utility or street department
employees as that my be obtained from their supervisors and foremen. Ads
Rowe was on hand and checked back with us during the night and through the
day relative to the water utility mobilization of !spare parts necessary to
effect repair break. Matt Kahl also provided valuable assistance and advice
during the early hours of the emergency.
Around 5:00, 6:00 and 7:00 P.M., checks were made on the outage and
short supplied water areas to assure they had rater available as soon as
possible.
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August 7, 1966 ;.
Fir. Gerard bhmllan
100 S. Second Avenue Building
P.antnn, Washingto" 98055
Dear Mr, b sllan:
s
140 have estimated costs on the 16" watermain break at High-
wt/ 405 an ; sfa.,)le Valley slighwuy khich occurred Pridny. July 26, 1961; ,.
at 2:30 P,sf. As the watem air. w,,s in existence before the freeway red
the broken li,:e nay be a direct result of overload fron the Highway, we
believe measures sh,vuld },o taken t obtain reimbursement from the State
for costs Incurred dee to the brerk.
Pictures of the investigative and repair measures and memo-
randum of the activities covering work performed are available. The
broken pine is available at the water shops for inspection. A map with
the rsrked location of the break is attached.
Costs incurred are as follows:
Lontiactor ;s, Frost Constiuction Co. SS'lno.20
Street Cupt. 408.11
'dater utility 1,895.55
TOTAL jY,4Mf.66
Additional naterisl and inforrntien will be transmitted nt voAr
rca+rest.
Vnry truly your,,
i
Jock Wilson
JL':sa City Engineer
Attnch.
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RWITOrrs HOWOVINED LUMD'23 YAM 0 16 9
THE I.O; IN . flAnKET, INC.
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T. J. MC CANN & SONS, CONTRACTORS, INC. STATEMENT
10053 S. E. 200TH CONtRACT04S FOR
RENTON, WASHINGTON 98055 DIRT . HAUING
AL 5-6292 SAND AND XAVAGRAVEL
TOP501L
TO DAZE
ADDRE 55 '-Xcity
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DATE f� DFSCRI?IION 1C8 ND. PRICE AMO'JEI'
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U A '� Z the MAYOR'S OFFICE • RENTON, WABHINGTON
•D.W.CUAER CITY HAIL, RENTON, WASHINGTON 98065•ALFINF5 3464
r'+4,b•F CAA I w 9
_ _ MEMORANDUM
00 July 30, 1969
To: Members of the Council
Jack Wilson, City Engineer
Vic TeGantvoort, Street Commissioner
Scotty Walls, Fire Chief
Cldrence Williams, Police Chief
From: D. W. Custer, Mayor
On Friday, July 26, the City of Renton experienced
an emergency when a 16" water line erupted under Highway
405 off-ramp in the vicinity of the Maple Valley Highway.
The response to this emergency by all City departments
was exemplary.
Special note should be taken of the efforts of
Don Taylor, Bert McHenry, Don Miller and Adrian Rowe. In
addition, recognition is due the employees in all depart-
ments for their effort and perseverance in meeting this
emergency.
A bad situation could have been much worse but for
the skill of those employees who acted quickly and decisively
when confronted :with this emergency situation.
Than% you for your help.
D. W. Custer, Mayor
� % ti
P. 1
Ed Wright, 7012 woodland N.E. La2.0077 of Soil Solidiflers should be
contacted to determine extent of concrete grouting.
State Highway Gepa:tsent shovld ae contacted for egoipwnt force account
cost breakdown in effect.
ific-
Ben Peterson is ay for ng plans analysis.toLeiv isine actual determ ningocostsnand and
tiee trequire-
ation under the erealty
mania of suggested alternate emergency line from the 16" main northeast of the
break to a point approximately at Sunset Highway by going down Freeway to Maple
Valley ifighway, than under the overpass to the existing 16" aela' if is also
to be
determining
will be del-II uuntilst bypass rtheeattached 1 foormatiod*d forn is the yped upd reviewed
ier
for clarification and additional items.
2nd - 1:30 p.M. July 19, 1963
p ,
P. 3
cause of close vicinity of the telephone line the requirement of going further
under the Freeway it would take at least another 3 to 4 days to complete the
repairs. ite said he would check with his Supervisor. / also informed him that
we menu going to use ductile pipe instead of cast iron and that this was far
stronger. Mr. Missman also brought up backfilling. 1 told him the method that
I thought we were going to use. !is had some questions an this subject and I
said that we would contact him before beginning our backfilling.
1:30 P.M. to 2:iS P.M. Lunch Break
2:45 P.M, Mayor showed up
3:00 P.M. Telephone Left-Felt it was safe with hand digging. Got
telephone number to call in case of change in plans.
3:4$ P.M. Slight cave-in Sec Pictures-Contractor went after more timbers.
4:00 P.M. Now Man shared up
4:20 P.M. 2 Newauen
4:30 P.M. 2 men left
Compressor in use from 10: 'f0 A.M. till 5:00 P.M. Shovel used approximately
1 1/2 hours during this tin*
5:00 P.M. tunneling progressed to 10' from coupling of broken pipe.
TIME BREAKDOWN
Lety Erikson Friday 5:00 P.M. to 7:00 P.M. 2 hours
Saturday 7:30 to 10..'q A.N. 2 1/2 hours
Saturday 4:30 P.M. t a dnight 7 1/2 "
Sunday Midnight to 7:30 A.M. 7 1/2
Theron Gibson Friday 5:00 P.M. to 6:30 P.M. 1 1/2 "
Saturday 2:00 A.M. to 6:00 P.M. 16 hours
Sunday 10:00 A.M. to 12:00 A.M. 2 hours
freakf►st Cost 994
Lunch 72s
$1.71 (Saturday)
Dan Taylor Friday 4:30 P.M. to 2:00 A.M. Saturday
Sunday S:00 to 5:00 P.M.
Bert Mclktnry 5:00 P.M. to 4:UJ A.M. Saturday
8:00 A.M. Saturday to 12:00 noon
5:00 P.N. Saturday to I0:00 P.M, Saturday
8 00 A.M. Sunday to 10:00 A.M.
Rackfiil removed from excavation will need be removed by City crows and
disposed of.
Surface treatment over fill will need be coordinated with the State and
seeding requirements met. Grouting requlroments will read be determined and
coordinated with the State.
1
P. 3
,$Cur of 4:1" vicinity of ld the t*l*r at oneast line
anotharthe
3 to 4 requirement
tof ;OWI*to zoing t�hesr
repair. lie said he world check with his Supsrvisor. l also informed his that
we were gol"t to we ductile pipe lnstooil Of cost
tingi oldron and thim the hat smethod Was athst
stronger. Mr. Wissmaa ato wrough ham,, soy questions on this $Uhler' and 1
I thought we were going yectfllling.
said that w would contact him before begitminy our
1. 50 P.M, to 2:IS P.M. L-aech Break
2:45 P.M. Mayor armed .ep Got
3:00 P.M. Teloolooe Left-Felt !t was safe with hand digging.
ulopMone number to call is cue of Grange in perms.
,
3:45 P.M Slight cave-in See Pic
tures mt actor went after more timbers.
4:00 P.W. Nor Man showed uP
4:20 P.N. 2 Nsr1W �e
4:30 9.M. 2 son left
Ca$yrtlsoz in we frosi�OtiWwA.M. till 5:00 P,N. Sho»1 weed approximately
1 1/2 hours during ling of broken Pipe'
3;00 P.M. t.ennel3nq nragrassad to 30 free coup
TiNK ""now 2 hours
Ltir frill"" 7riday S:00 P.M. to 7,00 P.M. 2 1/2 hours
Saturday 7,30 to 10: •'l A.M. 1 1/2 '
Sotatdmy 4:30 P.M. t m`.dnigrt 1 1/2 M
Sunday Midnight to 7:30 A.M.
1 i/2
Theron Gibson Pridsy S;Od P.M, to 6:30 P.M-
Theron ham"
2:00 A.M. to 6:00 P.M. 2 hours
,unday 10:011 A.M. to 12:0 A.M.
groslcfast Cost 990
72r
$1.71 (Saturday)
Dan Taylor Priddy 4:W P.M, to 2:00 A.W. 5sturday
;;,odsy 5:00 to 5:00 P.N.
Sort NGMenry 3:0o P.M. to 4:00 A.M.
"turday
g:00 K.M. Saturday to 12:00 now
5:00 P.M. 3atur&Y t101000A,M•M, Saturday
5:00 A.M. Sunday to
"Anil romovsA from oncavotion Will need t,e removed by Ctty Grows and
disposed of.
el be coordinated rber the Sate and
Surface treatment over fill will no
spoing »quirements net. frwting requirements will need be detersined And
Coordinated with the State.
1
P. 2
4,00 A.M. Head count totalled 8 including Bill Frost and Uenny Mellott.
4:UU A.M. Both sections have been removed. In process of cutting pipe.
Some delay caused by defective pine cutter borrowed from City of Renton. Some
water in the ditch but nothing major. Delay will be caused by that. Expecting
to have water by 6:00 A.M. Crew it working good. Still the same crew that went
on at 4:30 P.M. Saturday plus additional who came trowd midnight.
Frost has been assisted by Ad. Rowe, Larry Saviage plus other water and
street employees.
5:30 A.N. The crow left. Three crew man remained on site working with gill
Frost. Leiv Erikson was relieved At ■pproxirteiy 6:00 A.M. by Don Taylor. Don
was on hand on earlier for advice and assistance.
At 3:00 A.N. Sunday water line bad been recharged and water utility was
again balancing the system end bleeding off air. 3ackfill had �ieen mad under,
around and over the pipe and r-ompacted leaving a I- pipe from the void err to
the surface. The void aroa had been filled and compacted as well as could be.
It was felt that further grouting after the backfilling was complete would re-
move any chance of minor voids occurring in the deeper area of excavation.
The Street Department's trucks began at 8:00 A.M. tc provide backfill to
the site and the Contractor and crows continued throughout the day backfilling
and compactirng.
Following is an excerpt from bon Taylor's report covering Surday's
activities :
To 8,00 A.M. 3 crewmen plus 5111 frost were working. After 8:0f A.M.
one crowman plus Bill Frost remained.
Finished connection at watermotn at 6:30 A.N. Hauled in about 50 yards
of scrooning. COMleted bedding of pipe at 7:50 A.M.
Waited I hour for State Inspector. Than went ahead with beckfil, without
his. 8ackfill compacted in one foot lifts. The equipment used at this time
included Car Tractor. Cat 950 Loader. Cat 941 Trackloador Vibrator, Roller.
9:30 A.N. Two crewman plus kill Frost. 10:30 A.M. Two Crewman. Those men
continued throughout the day and finished. Off-ramp opened at 4:30 P.N. Sunday
afternoon, Highway Crews cleered the barricades and provided servict again on
off ramps.
Theron Gibson's Report 7-28-68
3:00 A.M. Crow went home - left one man on pumps
4:06 A.M, Man changed on pumps
8:00 A.M. Contractor began to show up- 1 112 hours Ot Setting equipment
end totting ur.
9:30 A.N. 3 men and shovels
10:30 A.M. 3 men and compressor began tunneling
1:00 P.M, State Highway Inspector - Jack Wissman Te3-O.SS6
Mr. Wissman felt that we should have casing. I Informed his that this was
an emergency condition and that this Amin had to be repaired ASAP. If we are to
Install casing itwould be required to go back to the existing casing tie in. Be-
STATUS REPORT
161, Water Win break at Maple Valley highway and Highway 40S
Tim: 12:30 Monday July 29, 1968 by Part wclfenry
This report continues the Saturday night 6:30 P.M. report started in
is random fashion relative to the 16" water main break. Items included here are
information from various notes, personal observations and other information
relative to the work porformed on the watermein break. After 6:30 P.M. Saturday
discussion with gill Frost, Contractor, and Vic T4Cantvoort, Street Commissioner,
indicateu the probability of backfill necessity on Sunday July 28th. Tentative
schedule was established to complete the repair of the broken lo" water main dur-
ing the night by continuing the tunneling and replacing two IS, sections of pipe
with class 4 ductile pipe. We agreed to have the street department provide the
beekfill asterial at the site for the contractor to backfill and compact after
completion of the watermain installation and water turnoff. Leiv Erikson was
to contact the State relative to their having onsite inspection during backfilling
operations. Several attempts to contact were made by telephone and at 10:30 P.M.
Lely Erikson finally contacted '4r. Wissman of the :lighwny Department. He advised
that everything was OK and that Mr. Webb would be at the site on Sunday morning.
Following is an excerpt from the notes made by Leiv Erikson relative to work per-
formed from 4:40 P.M. Saturday to 5:30 A.M. Sunday morning.
One man additional by the contractor at 5:30 P.M.
6: 30 .3 men on tunneling.
Expect to finish tunneling by midnight. They are making good progress t.nd
I expect them to be ahead of their estimated time.
Pictures taken around this time include the key ores, the total axcovation
area from the top view, inside the caved area, and the card opening.
9:00 P.M. called tong distance to Mr. Wissm4n - left message to call later.
10:30 P.M. called long distance to Mr. Wissmr • everything O.K. Mr. Webb
will be at the site Sunday morning.
Crew loft fox suppe • at 9:00 P.M. Returned at 10:00 P.N.
11:45 P.M. flood count - four additional including bill Frost.
12:15 gill Frost and Forman Denny Mellott plus T can totalled 9 working.
1:30 A.M. One man left jobsite-crow of 8 continued working.
2:30 A.M. Pulled the northern most (first) section out. This wax still
food pipe.
I V A.N. Pulled the broken second section .vt.
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ENGINEERING DEPARINVI -^ q
DATE: I - ZCI
TO: �A RE:
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19
CITY OF RE:NTON `
ieOwnk
set ma.7or r.er L re bre,ik tinder ialwsy 405
Ja1y 2B, 19E�� Jo0 rf 191? `,LL
:gat "'.e"e:^iefl by C1:V Street Ja7"..rtmera
L� or w 211.20 4 .,
295.73 15'" uverY�a;�d Inc'!uded �� r
sruinmert a 112.39 Paid d!rect by Water Jeoarc
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H.e:Sor_, Waa �.-- August 9 19 68
Mr. 9ert McHenry
CITY OF RENTON
3e: Major 'Water Ltne break under Hiway 405
July 28, 1968 Job # 1987
Cost expended by City Street Department
Labor $ 211.20
Material 84
295.73 154 0verhead Included
Equipment 112.38 Paid direct by Water Department
Total S_ 4D9.11 ,[
actor eJ inttvoort
Street Jommissioner
VT/lh City of aer;ton
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STATE OF WASHINGTON )
as
COUNTY OF KING )
On this day of August, 1968, before me, the undersigned, a
Notary Public in and for the State of Washington, duly commissioned and sworn
personally appeared DONALD W. CUSTER and HE111IE NELSON, to me known to be the
Mayor and City Cle,k, respectively, of the CITY OF RENTON, a municipal corporation,
that executed the foregoing instrument, and acknowledged the said instrumant to
be the free and voluntary act and deed of said corporation, for the uses and
purposes therein mentioned, and on oath stated that they were authorized to
execute the said instrument and :hat the seal affixed is the corporate seal
of said corpora'-on.
WITNESS my hand and official seal hereto affixed the drl, and year
in this certificate above written,
lfc "rY FUDILC In a r xha tat"
Was�ington, reridirg at Renton.
II
CLAW FOP. DAMACES
COMES NOW the CITY OF RENTON, a municipal corporation of the second
class ur..'.er the laws and statutes of the State of Washington, and herewith
sakes its claim agains+. the State of Washington, pursuant to R04 4.92.100
and as otherwise pr%.vided by law,and states as fell owes
•
1. The City of Renter is a municipal corporation wider the laws
and statutes of the State of t.ashington located in King County, Washington,
since 1901.
2. That n" or about July 26, 1968, at the hour of 2s30 P.M., at
and near Limited Access Freeway 405 and Maple Valley Hip1may, located in
more
Renton, King County, Washington, and as/ 'it ticularly appears on the attached
sketch, labeled Exhibit 'A" which is incorporated herein and made a part hereof,
that certain sixteen inch water main was broken, damaged and torn by reason of
and as a result of the negligent and careless construction of said Limited
Access Freeway above stated, in that the State of Washington failed to take
proper, timely and adequate precauticns and acts to protect and guuro sa;d
water main located below and under said Limited Rcess Freeway from such damage;
as a direct and proximate result of said negligence and omissions the CITY OF
RENTON has been daraged in the present total sum of $7,409.66 for the work
done in repairing, -epincirg and all work incidental thereto pertaining to
said breakage in its sixteen inch water main.
3. That the: persons having knowledge of the eforeanid damage are
employed by the City of Renton, City Hall , Renton, King County, Washington,
t,
as well as other persons who detected said breakage and notified claimant
accordingly.
4. Claim nt reserves the right to amend its Claim when the total
amount of said damage has been ascertained.
CIVIX at Renton, King County, Washington this/7 ";' day of August, 1968.
CITY l'. RENRV
By
City Cletk.
1 � t �
. .
t%lmie Nelson, City Clerk INTER OFF ICE MEMO August 9, 1968
DO:Vld W. Custer, Mayor
TO: _ Gerard M. Shellan City Attorn_ev DATE_____
FROM:
Des• Don and llalmie:
s We are enclosing herewith original and two copies of the City•s claim
agsinAt the State �f Weahingtun. Please have the City Engineer check saw
over and upon approval, execute, together with the City•s corporate seal,
and return or lginsl and one copy to us for processing.
We remain
Very truly yours,
GTiS:ds Cerord M. Shellon
PAC.
cc: City 1Zgjwer- //
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Water Main Break 'Lucky'
Because of Time Element
If A break in a major water main can be was back in service by 6:30 Sunday mommIl,
e"d a ludly break, the one we had Friday Ni ich said.
liftermon wGoW 1111rely bare to be eo A crack several feet long was found 1n
clik"fied, ' commented Bob Hthkh. Renton the 16 inch cast-iron main under the off.
City Water SLperintendem.today ramp. J'dhWh sa:d, caused, apparently, by
the heavy weights passing over it
Al about 2:50 Friday afternoon an We replaced two seelions of main with
existed motorist who had Just driven up the pipe maratfactured of a new type of ductile
northbound on-ramp of Interstate 405 at the Iron." Which explained. This is a cast that
Maple Valley V called City Hall h, report will bend swnewhal and will not break under
water was spurting out of the off-ramp such,tresses as are imposed by the freeway
eisdami dent. and off ranap traffic.'
Why does be call it a"lucky break'
(,fly street and water officiafv immesh Ran& muses: grimly about possible
ately diagnosed the problem as a broken results had the break happetxd Late at night
main under the freeway and within minutes I The off'ramp would certainly have been
the line was :hut down and crews began washed away in a matter of minute," he
Jury-rigging an auxiliary suppil of water for said. and even the southbrxud lar es of the
people in the area to the north and east of the freeway nruFht have been endangered. What
Y. could have nappened to unsuspecting molm-
ws in a situatnn like that is not pleasant m
CITY workmen were still on the jab and rhlnk about. ,
RW Frost, Ramon contractor,and him equip Puhich had high praise for his crew and
meet and crew were immediately put on the the contractor for toe despatch with which
Job of digging out the leaking pipe. The line the job was completed.
.cam Ol.
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the MAYOR•8 OFFICE • RENTON, WA6IiING'fON
•O.W.C"Tgw CITY HALL, RENTON, WASHINGTON 9110SS*ALPINE 6•t*6a
e� � Mry 5.�8 L,��i•.
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MEMORANDUM
/ July 30, 1968
Tot Members of the Council
Jack Wilson, City Engineer
Vic TeGantvoort, Street Commissioner
Scotty Walls, Fire Chief
Clarence Williams, Police Chief
Front D, W. Custer, Mayor
On Friday, July 26, the City of Renton experienced
an emergency whr�n a 16" water line erupted under Flighway
405 off-ramp in the vicinity o: the Maple Valley Highway.
The rerporso to this emergency by all City departments
was cYUNtplary.
Special note should be taken of the efforts of
Don Taylor, Bert McHenry, Don Miller and Adrian ROWC. In
addition, recognition is due the employees in all depart-
ments ror their effort and perseverance in meeting this
emergency.
A bad situation could have been much worse but for
the skill of those employees who acted quickly and decisively
when confronted with this emergency situation.
Thank you for your help.
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ENDING
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10, The required 'PRESSURE TEST' has been +.a Men by
At a pressure of PSI , for minutes, on
The test: Failed Passed Comments
11 . The required 'PURITY TES'" has been taken by
0n Date of Reply Failed
Passed Comments
12. Is there an Easement required? If so, give dates for:
Preliminary Submitted Recorded
And Recorded Number
13. This Prr ect included .3� LF of ,7/WatormaIn
n
And Gate Valves Gate Valdes
Gate Valves and Gate Valves,
And all miscellaneous accessories for a total value of $
Also, Size Hake type __Fire Hydrants for a
total value of $
14. The transfer or "Rill of 53le" i in; Preliminary
Submitted .recorded 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 doas the Water S .op have on File.
Preliminary As-Built
.3. �-nty y�Jfl yd;
Form Completed on .t6-49
City of Renton
Utility Department Project Form
1, Water Project d Ap a/9 Date Project No. given
1
2. Project Description and location i• s71fl-,».mow
i
3. Developer's Name (If City check )
Address
Phone A
Engineer's Vase e,4 #*' (If City check _ )
Address
Phone M
Contractor's Name AF' C� `ycf (if City check )
Address Awe V 22.er>
_ ,fratf AR_,k.} Phone M G,4 ,.-B5s�Y
s' G� FTz�- /sue•:-.ti�,�r/
4. Is there an ACTIVE late-Comers Agreement In the project area? 41,
If so, give File Name
Recording Date. _ And Number
5. The Utility Department Wo, Order Numbers on this project are as follows:
f, what plans have been submitted? Preliminary As-Built
7. Has an Fstimate been Prepared for Project If so, give Sate Prepared
And Total Amount of Estinate
8 Is there to be a Late-Come rs Agreement on this project _ If so, give
dates for; Preliminary Submitted Recorded
and Recorded Number
9. Date of "Start of Constructi.)n" Dute of "Completion" _
rt
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OFFICF OF THE CITY ATTORNEY • KENTUN,WASHINOTON
U p POST OFFICE BOX 626, 100 2ND AVENUE BUILDING, RENTON.WASHINGTON 960SS ALPINE 58676
r
09RA61O N.ANBLLAN, CITY ATTORNEY February 24, 1969
OI,CAPITAL JO IL PAIR. JR.. ASSISTANT CITY ATTORNEY
Mr. Jack Wilson
City Engineer
city Hall
Renton, Washington
Re: City of Renton Highway Dept.
Dear Jack: W ,shout SP 405
This is tc let you know that we have had additional discussions
with Mr. Montecucco, Assistant Attorney GeneLal, regarding the
above captioned c"I.aim by the City . You will remember that Mr.
Johansen of the Right of Way Department had offered one-half
of the City's bill which offer the undersigned had rejected.
We have now reached an agreement whereby the State will pay s`
the City's full claim in the sum of $7409.66. In this connection M`
we are handing vou`her ewith the Real Property Voucher in the
above sum, togeLner with the original and one copy of the
Release of Damages which we ask you to check over and have the
Mayor and City Clerk sign upon your approval.
irder to process this claim, the State requests that we
it to it true copies aft:,e expenditures including the itemized
%statement from W. Frost Construction Company and a true summary
V of the time cards of the Street and Water Departments for expendi-
tures actually incurred. Please forward these records to us
as soon as possible.
We would certainly suggest that you inspect the line in question
to be sure there are no further damages. If there is any
a/indication of further defects as to any portion of the line
within the St_ate's right-of-wa-, then this should be immediately
brought to the attention of the State Highway Commission.
We renai.n
Ya fs very truly,
,
/ Gerard M. Shellan
City Attorney
GMScnd
Encl.
AW
Jack Wilson -2- February 7,1969
to institute suit within a reasonable time in the event
that the State refuses to improve upon itn offer.
We remain,
Yours very truly,
C'
Gerard M. She113n
City At.orney rQ p
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GMS:jml
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u OFU`I?UF'TIIF lt CITY ATTU N 4;Y • RILN TON,K'AKHINOTON
u PObt OFFICE BOY 62S, 100 2ND AVENUE HUILDINO, REM TON,WASHINGTON 96055 AtPIME 56679
A If
If "INA .0 M SM[Lu%M, CITY ATTORNEY
AOA, CAIII A,01 1011M M. AAIM, JM.,A5615IAMT CITY ATTONNFY N1 N% #
CONFIDENTIAL
Mr. Jack Wilson
City Engineer
City Hall
Renton, Washington 98055 February 7, 1969
re: City of Renton Highway Department
Washout SR 405
Dear Jack:
This is to confirm the joint meeting we had in our office
on February 6, 1969 attended by Mr. Ralph W. Johansen, Right
of Way Agent, State Highway Department, regarding the City's
clair in the sum �7409.66 on the washout on Limited Access
Highway 405, Maple Valley Highway on July 26, 1968. It was
Mr. Johansen's position, at least at this stage, that the State
would not pay more than one half of the City's bill. We feel
that this offer should be rejected.
We assume, as you had previously indicated, that there is no
question but that the water line was crushed because of the
excessive fill of the freeway and the failure to properly pro-
tect the line at the time of construction. We also assume
that it was the State 's position that the line does not have
to be cased or otherwise protected.
As we had suggested to you last August, it is imperative that
the City seek the services of an expert to determine the
proximate cause of the line breakage to substantiate the above.
V would also like you to verify the fact that the Staff never
:eived any permit or easement, orally- or in writing, from
the City at the time of construction relative to the subject
water line.
You handed us on February 6 a copy of the notes made by your
Assistant, Bert McHenry dated July 27, 1968. If you have any
other pertinent information, including pictures, experts '.
opinions, etc. please furnish them to our office.
The purpose of this letter is to seek authority from the City
„t
/cont. . . ,
� y
m , l
NORTHWEST LABORATORIES
APPLIED INDUSTRIAL RESEARCH
f4II MIWAVION."IM.ACt.AIMS ACI 11. AOU AMU war-F
200 IAMIS STREET . SI✓Tina, WASHINGTON e6104 • TIIIrNON1 MA. 2.0600
Restore to: State of wrblogton, Torte Division Date. October 15, INIS
Report on. City of teotoo- 0511 L h. NmC 6126
SawAmatfae cod pbotoo were aWe 10/4/6S of a broken cast iron motor Bain at the City
of Somten abope for determining nature and cause of failure. A section of pipe well
Ian s carved, after photographing, for laboratory teat• for doteroinisg quality of
metal.
Tbo pipe was reportedly only a few years old sad buried deeply under a recent bigbaa.
jab. It wee 16' Isag, 16" Inside dismator, and had a welfare 5/5" thick well. During
removal from the site, the bell and wee broken off by %arbesa, the bell It"It being
roWged. bpertedly, the longitudinal crack was on the side of the pipe before
removal froa the ground.
89111MRT A CJ00"1DS10 :
1. Failure began near the middle where a would-be !raoovoree crack cbalged to
a lengthwise pressuro-type failure, arrestiug itself short of the heavy bell section.
Direction of crack travel is evidenced by the "harring hone" potters point tag temgrd&
the ddsaetion :There the transverse failure began.
I. Cause of failure mes external forces--probably fill weigbt--.lace the crack
was 00 the side (settlleg *&rosily causes oottam or topslde cracks).
5. go defects are found in the metal. Motallographic studies made of ssettema
removod show actually gray cast Iran structure with good distribution of graphite aid
so voids. Pbyelcal test above the strength of a alai-►er to be 22,600 PSI, a typical
east Iran r$lie.
4. Photo /1 &bows the origin of the failure at "A". Photo ILA shows the bell
is orltimal position and havinp so cracks. Photos p2 and p7 show vlob . :akea from
tM ridbt and left aids# standing at the bell oad.
MftTRMifT LASOSArCRIAS
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1)Id�I I'IA. \\.\.11111r I:TON IIMN11
September 9, 1968
Mr. Gerard M. Shellanoffi {,rF.`"'`
n Postce of OfficerBoxity 626AttorneY §hr l yxw.
100 Second Avenuc Building
Renton, Washington 98055 Omni '
Re: City of Renton's Claim for Damages 'fit
l$ IT \
Dear Mr. Shellan:
In response to your letter of August 26, 1968, we have request-
ed the Department of Highways to investigate the matter and ,
submit a report to us. At the present time it is etill under
Investigation. As soon as our inveatigati.on is completed,
I will contact you again.
Very truly yours, s� .
4 ��a
JOHN J. O'CONNELL
Attorney General
Mo�T660cd6
Assistant Attorney General
1 .IJO
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WESTERN UTILITIES SUPPLY om
►.O. WR 3524 9.09 OMio AVE. So. w
SUITTLE. WSW. 9f 124 SE•rTLE. W,SM. ift)•
q-
f1.N V.A CfYfl. p ^w�• c ..� cw..,f,,rfr r c,fw. .,w,y •. ;� ,.r,y.
pWw...c.. 490
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TOTAL
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OFFI ' E OF THIL CITY ATTORNEY • RENTON,WASHiNOTON
POST OfFICE a0X 626. 100 7ND AVENUE BU1'.0ING, PFNTON, WASHINGTON 98055 ALPINE bale
GEtAPO M. SHELLAN, CITY ATTONNEY
IOHN K. PAIN, 1N.. /.,,i 'AN f U r e A T F0.11I
Tort •^.hies DScis,r,n
Office of the lttorney General
Temple of Justies
Olympia, Washington 98501 Aut':at 26, . .bH
re: Claim for Damages by City Of Renton -
State of Washington
Door Sir:
This is to advise you that we hew heretofore filed A claim against the State
Of Wasbington which Clain was rete LVsd by the State Ayditor's Ofilce on August
IS, 79641, We understand rhat you tuts a Copy of our City'$ Claim which action
arose ou_ ,f a breakage of the City's mete water lint located under Limited
Access ■ighwey 405 resulting in A partial washout and LInmediate need to replace
seid lint to provide water service to a substantial part of the CiLy. I'he City's
consultant, who was employed for that purpose, indicated that tha city-is 16-ineb
water main was not AdeQa:taly protected >r eased at the time of the State'a con-
struettoa of the freeway and that the great amount of fill resulted in the breakage
of the lint.
We would appreciate hearing &m y,I. at at, eacly date as to t:P State's pesition in
this mateer.
We resin,
to very truly,
17
M. ShI
1 City Attorney 01j) Of
�Es` vA
�GoFFRIry� y
ti1S:jml
Ce: The Mayor �\�'�\J�J Y
Cit Clert ( \� �'
CityClark
rvnc[
Pcesldsst. of the Goa"it
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ROWFRf V r.RwR w4 RICRAWD L RU6M
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;err ititr of Ivashintgton
S TAT E AUDITOR 68095
Tlhmpia
August 16, 1908
Ile: Caa irn for Damages by
City of Renton
Mr. Gerrard M. Shcllan, City Attorney
Office of the laity Attorney ;"'
post Office Box 626 100 2nd Ave. Bldg. ^" „
Renton, W;iahington 98055 c'r
�ru'r"m sty
Ikar Mr, Shellan:
'Phis will acknowledge receipt of your claim against he State of
Washington in the amount (if 7,409.Fib, received hY this office
on August IS, 1968.
State liability has not been established; however a copy of your a Lr
claim has been forwarded to the Attorney Cenral. Further cor-
t•esirstdence or inquiries regarding this claim should be addressed V'
to:
Tort Claims Division
Office of the Attorney General
1'empic• of Justicc
Olympia, Washington 98501
a
G�m 7 Very truly yours,
yb <! ROBBRT V. GRAl1AM, State Auditor
y+� W da A. Powen
v Ik'Iwny Slide Aodhor
It.\I' rn
cr t 'lial b Siut•Idoy
Assisr.nu Attorney Ck m-1-u) KI„
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