HomeMy WebLinkAboutWWP2700352(9) WAP-27-0352 DA= AVE NE SAN. LID #337 - Materials &bTattals 1
BEGINNING OF
FILE
FILE TITLEW ?aojqwO35Z
Y► ON AN 15 /if
SAN I �y 56WeK-� '
33T
MATeRIAL
,$I.IBM ITT�I,LS
L J
L J
E1 CITY OF RENTON
Planning/Building/Public Works Department
Biel Clymer,May" Greg Zimmennur r.e.,Adminbdu Nor
June 7,1994
Gary Martin Construclion Co.,Inc.
9125-10m Avenue South
Seattle WA 98108
Attention: Brian Kittleson
SUBJECT! DAYTON AVE.NE SANITARY SEWERS
SUBMITTAL OF MATERIALS
Brian,
The City of Renton has-no exceptions-to the material submittals made on May 27, 1994 for the following
materials:
Precast Manholes(with change shown)
Olympic Foundry F-4me and Cover Pan No.MH30(not locking)
Manhole Sleeve
Sewer Pipe and Fittings
1.114"minus Base Course(for imported backfll)
1.114-minus Recycled Concrete Base Course(for imported backfill)
518"minus Top Course(for pipe zone malenaq
I�. Bedding Material fer Rigid Pipe
� If you have any questions,please call me at 277.8206.
Very truly yours,
Michael A.Benoit
Project Manager
C hPKE/UYTN-SU BUAAe:11
cc Mark wetl,eMe
200 Mill Avenue South-Renton,Washington 98055
}sit@ it
REQUEST FOR APPROVAL OF MATERIAL SOURCES
SF* Date 7--7 •"1�
Project No. Lid 337
j
' Project Name: Sanitary Sewer Installation
Bid Souris of
Item is - bon of Matenal Local Supplier arhufadtaees Brand or Pit i Approval
3 8'Gravity Sewer SDR 35 Pacific Water Works JM Pipe
8'Gravity Sewer SDR 35 Fowler pW pipe
PVC Filings Pacific Water Works Vaasas,
PVC Failings Fowler GPK
4 Type A Manhole Associated S&G Same
Casting MH30 D/T Olympic Foundry Same
5 Conned to F_nsting Manhole Manhole adapt Pacific Water Works Vassaio
Connect to Existing Manhole Manhole adapt Fowler GPK
6 6"Side Sewer SDR 35 Pacific Water Works Va isago
6'Side Sewer SDR 35 Fowler GPK
8 Gravel Back8l Subsequent 1.114--0 Stonevrey A338
Gravel BackM Subsequent 1-114'-0 Recycled Sto way Rock Same
Pipe bedding 518*-0 Stoneway A338
pipe beddrq rigid pipe bedding Sbheway A338
I
Connador Gary Martino Corwft Co Inc Submitted by: Same
Enginear ng Department Materials Laboratory Use Only M
'saacae d aopgy for al lama�iiad I 1 in appwai eWmn ra apCrorad br uaa on ea rlvn a materials
deahrad carrplr'Mh aA apcifcaarw aalrh m lama ndkatrl bl ivarlbar n Ma approval cakam a kMnbtW po tM hewwq coda:
1 APPrm Ill withheld: submit samples for preliminary evaluation.
2. Approval VIWW d: submit brand name,name of mamfacMar,or beating plant
3. Approval wit amid; submit Transportation Department Pt rwmber(t known)and legal description
4. Approval wi&*wl d; please submit catalog cuts 1,Vw shop drawings
5 Approval withheld,
Date_ By:_
t, Materials Engineer
Ia _ law revs~the above arrrs and 11 ur,1)do not cantor(mach co menial
ll s«+ar tan.ahwhsryr...
ens has
�Y
a <
1' L
TT
CAga Associated
EVERETT PIPE DIVISION
P.O.Ba 2037 • Eefat%'helm 98203 • Eemt+(106)33 2111 • Stark:120M1I 624.0301 - tia:1206 3A.6y10
1
1 M P 1
e• Conforms to:
•ASTM C473 Marholes
L- •ASTM C443 Rubber Gasket Joints
•Washington State APWA/WSDOT
24" (Standard Specifications)
Aopmtmenr ..ng Top Slab Reinforcing
r� •04 Ddformed Rebar.
Around opening
•Diagonally on both sides of opening
ry ®6'0.c.in both directions
d ° Circumferential Wall ReinforcirT
See step
detod •Minimum 0.12 sq.inninear ft.
See pint Base Reinforcing
f� aetr i
•0.15 sq.inAmear ft,in bath directions
° •Minimum Yield Strength=60.000 psi
n
2'
e 1 Hole Dimensions
0—I T •Hole size equals pipe outer diameter pl s
58- manhole wail thickness
•Maximum hole diameter is 36'
•8'minimum distance between holes
IrID 33� •2'diameter lifting holes provided for each
component(lift straps provided for base•nd
'` — 1 t'-�TAIf-pmpit� top slabs)
62A-f-( anELLA v.-D o co•�sr
82 9
I-
i
`z
uc TYP.
v
A
FOR ii"-11 N.C.x 1'/"
DRILL&TAP:%"- 11 N.C. S.S.SOC.HO.CAP SCREW(3 REO'0.1
ON 23"B.C. (TYP.3 PL.) TYP.NON-SKID
COVER DIA.-25" PATTERN
26%.
j �255." 26" .vr�� 0 pq 2"RAISED
\\ / LETTERS
AS REO'J.
y = SEWER
SECTION A-A
Y."CORE(TYP.) Yn"CORE(TYP.)
ON 23"B.C.
LU
T.
c I NON—SKID
L•G PATTERN(TYP.;
�1
• 1"SEAr.�
I�•I--2'�--� 14..
ZS•. 2..
UD 3y� SECTION A-A
c,G.�ZQ. 1 n�STI��.1.14'T)OIJ
�1R'R-Y M�-t-t r-�t� Op1.9ST
g� APPROX.WEIGHT OLYMPIC FOUNDRY
FRAME-229 LBS. SEATTLE,WASH.
COVER- 157 LBS.
CAST IRON 24" x 6" LOCKING MANHOLE
FRAME&COVER
A.P.W.A,42 LOCKING RATING — H-20 PART NO. MH30D/T
PVC GASKETED SEWER FITTINGS
ITEM # PART NO. SIZE PKC.lIIOX LIST PRIG
STOP COUPLING GtG 925 32661 4" 27 $6.75
926 3266` 6" 18 11,00
927 _ 326d3 8" 8 21_35
�)I 928M326640 10" 3 4044
92912" 74.71
93015" 112.35
93118" 237.14
93221" 45985
93324" 641,59
93427" 744,11
935
936
REPAIR COUPLING GaG 937 52661 4" 27 $6.59
938 526 2 6" 18 10.41
?39 _ _ _ _ 8" 8 435
0,44
194� 526c4 10" 3 40.44
941 52665 12" 68.18
942 RCO1500 15" 112.35
943 RC01800 18" _ 237.14
944 RCO2100 21" 459.85
945 RCO2400 24" 641.59
946 RCC2700 27" 744.11
_ 947
948 _
MANHf+LE 949n
4"" $9.56
SLEEVE 910 6'" 16.90
951 8" 18.86
952 31.56
953 12" 46.59
954 '.5" 64.32
If 955 32857 1 8" 101.18
956 32858 21" 166,37
957 32359 24" 191.18 _
958 328.0 27' 232.43
959
960
CAPS 961 42671 4" 100 $3.49
962 42672 6" 36 6.35
963 42673 8" 16 _ 18,91
11 1 964 42674 GD 33�
-1 965 42675 bT-PrL4--RM70'J
966 CAP 1500 �r. 1� blurt oc GOk-%L.-'
16 {5Z � 1rJ
pWPjp
Data Sheet: Twin Seal4 Sewer Pipe'
August 19e5
Twin Seal Sewer Pipe CMIWMS M AS3M J3034 SON 35(6"J5"1,ASiM F629(18"24"1,SCS nsal,ASIM 01264 tog Wu t7's',0
N..) eau MN411Um A9po, w1 A9po, w1 IN.PNLY
PW Ou1sH6 IMIOa WON Pa Im Per IW' aes 1;
sw OMmela OIMM1a TWkMs6 (20'poast It 21A"Cost G0N61 Ent
a 4215 3HO '120 1036 106.e 5
__ 6 6.Y25 5.762 .Igo tali 231_a
e ea00 -- 7695 240 616.t 429.1-+_..__._
10 10.500 7563 .305 653A 6NA .--- _-----
12 12.500 1lA{t .060 '34.2 9555
15 15100 Most! 632 13e2-2 1611It
1e _ 10701 16.926 536 21156
_ 21 _ 22,012 70006 632 20399
4 26103 _ 29.660 011 Vital
1
Gann.Not..
1.Gasket"aa6 MION sroea9M N both 20'a t2`/i'nN"IN.Oft on$-A Y.
2.AN a6Ms SoMt1 to I"attaylann a1 Eu9eM oltlta.
Crate Ouantities
Sus 20.
tenglns lrplM
a 050
6 350 225
1 700 250 _ li
IQ 140 tso
12 120 25
Is 12U /s
1e 4016o 25,32.5
21 40 25
24
U D 33�
SC-i,�C-K- l�sz�5-u�anatJ
G"y
, .
i
Ring-Tice PVC
Gravity Sewer Pipe
and Fittings
Applications "locked in rubber ring
Ring-Tile joint meets J-M PVC sewer pipe•s PVC sewer or" This
exacting tightness suitable lot conver,ii factory-made fount eliminates .
reguusmonls.slmplllles domestic sanitary sewage as the need to mead rings in
assembly well as certain industrial the field.Joint design and
wastes For funher close manufacturing later-
information regarding the antes allow ft$pint to pass
suitability of PVC.or con a 25 per hydrostatic lest in
veying various r^emkals, the takeratory and provides
contact your J M pipe the basis to exacting
represoniabvn infiltration lexfiltration
specdicaltons Be secure in
Advantages the tulure by desgn;ng with
1,Chemical Assistant J-M Ring-Tite PVC sewer
J-M Ring Tito PVC sewer pipe an low Infihralion-
1 pine is unoth cted by the specify uIbitratron not to
1 fluds found in orGnary, exceed 50 galions/Inch
1 domestic sewage. It is diameter/mile/day.
immune to sewer gases and
Spigot pipe ends are the sulfuric acd generated Call for AVIA D-3034
supplied Irom facto with SDR35 will.20%More
p O' by the^ompiellon of the
"LockM-in inlet»,sealing ' bevels. hydrogen sulfide ryc'S. It Is well Thickness In S. 10. 12 �J
ring provides light.flexible immune!0 corrosive sale— mod 16-Inch sises—
seal. Meets regwremenls of both alkali"of acidic. Provlusa Greater External
ASTM 0-3212—'Vomis for Load Carrying CaPaclty.
Drain and Sewer Pges 2.Abrasion Resistant'. This allows for the design
using Flexible,ElaslOmanc J-M Ring Tile PVC sewer and construction of PVC
see".•• The bell N an integral Part pipe has excellwl gravity Sewer systems
of the pipe section with the resistance to ablution. (4'-I5')consistent with best
Flgune 1 same strength. gouging and scoring— engineering Preclkes. A
superior to that of most uniform minimum"pipe stiff.
common op.ng mA;entaN. -eas: ( I G y lt 46 psi
Masts ASTM means that
weak links.a also
Ds036SDR 16 427' and J, Ring-Tile
Chanects C som means mat J M PVC sewer
ASTM F679 LI'•TT J-M Ring-Ttle PVC sewer pipe in 8. 10. 12 a 15"
Introduc Ion pipe with long lengths, dtamelers has 50 to 75
s•toolh interior,and laaory- percent greater pipe aliff-
The growing demand fell on "ads close tolerance puns ness than SDR 42 and
effective all-out atluk on pro,,oes a elannmg"n" SDR at PVC Sewer PIPS.
water pollutron nghights the ccerticien'of 009 High- This.released"
still-
need for improved sanitary pipe extra
carrying Ine use
y makes need"provides me time
sewage collection dyabmF possiblB me use of flatter needed el that Cnecsl limo
A modern system needs glade$or smaller diameter when the pipe I$first being
pipe with improved design PIPS. Ask your J M Miss installed in the he—If and
lot reserve strength and representative to a flow
stiffness to.nor""load undergoing bedu•� and
nomograph!ad me report heckfillklill.
tearing cOOff,ty-ell within *HyPVC Selicwer
Pipe in
of
the framework of mnxtmicing PVC Sewer page m Sanitary
sewer system capacity at Sewers,"a joint study by
reasonable cost.R•ng-Ttte Johns-Manville and Utah ur, 1117
PVC sewer pipe is designed Stale Um",oly
to meet this need. 5Ct.� I I-�ST1or(A_
Through research and 64 MEytLI NO CDA-51
technology we proudly One,
2 O
♦ `j
ri}#
f � a
r
,a .
External III
Loads
f i
Background Prism Load ---------
Loads lm di on pulled Loads imposed nn bulled H2O Highway LOW ----
conduits hs,.In past Conduits have ova, 16 --
practice, Osen calculated by caloulatao by using IM
using the Marlton load Manton Toad Iormul,s for u
formula. For tralkh loads "old and lexlblo Pipe XT"
Mahlon has a formula lot However,II has been dolor. 12
rigid pipe and another mined that the Menton lot
formula Ion flexible pipe.I Is mule for Ilesiblo pip may
iMPOH,dI to Ift q i2,mat not determine IM maxinlpm rG
under identical conditions of term bad— i
bury,laid suit load general" Load" formula is the
f lain 6 aInvil
on a fallible conduit is less accurate. The 711sm Load"
than the bad generated on is the weight of the column £ a
a rigid Ocndud.The cold, of sod directly above the i
Faritho bad M a rigid con- pipe. Thus.Precautions m adui!verses IM bad on a keeping
the trench narrow ae daWflaxibe conduit is expes"d am unnecessary for a flax. 2
as a ratio of larch width to W,pipe Installation. The
the flexibleFipa O.D. important thing is to wm-
BY definition,a flexible con- 1r�cvnl thee pipe Cut t material an low 'WO 20DO
pipe out to all P,Vemul golf Poseurs,d.be.IFy-)
deft is ohs reaching
will deflect Therefore,
french wash
belpe reaching failure. Therefore.J.M suggest,
Figue 2
that the maximum
me long Ierld
For Soil L Formulas bad l Od for design
n the Mofa: To convert venlcal cod ly by s to bad on if
For Soil Loads Prism IaW ip deep^. Pounds Per lineal foot—mumply pig O.D OI pee in fl.
Rlgld Pipe W . C,wB,•
FNxiNe Pipe W . C,wB,B, tLive Iota applied M a frAd area of 38'x a0-.
Pntm Load: P, s wH(IbaRls) _
Where:
W . Load on pipe Where'. "they to design for the trench width is not suab
(Ib.lim h.) P. .Pleasure at the top of maximum Iota As an",in Clardy bridged!. Unless
C.. Load Coefficient the pipe due to the cured$above special precautions an
w . $dl unit weight ",on(of Ina MI(Idtts) takeTM sql IOad and Iwo load taken to bridge Ina trench In
Ob IFP) w . SIdl unit weigh)-- The
be added to determine allow Installation!.Ine
B,. Ditch width(fl.( ( ) the total external load on a surfaces may re,ult up of be road
O.D of pip,Ifl_I H -Depth from top of pipe bun"conoull This Corti.
to top of ground(fl_i Therefore,for hallow
bin"load should be used installations under lNi,b4@
Mots. To Convert prism food for Wsgn.Figure 2 111us. road surfaces(less tun 3
(ID/flr)10 to/linear L. Islas IM magnitude of sod Istll.J-M recommend,
multiply by the O.D. of the and If"bads separately Clow 1'matorel be laud m
pipe m feel.or: and also Chant the the pfpo tone and up to In,
W.wHB, magnitude of the combined road elevation. This rapom.
a total loads The curves in mendaten 1e W meant to
Live Loads figure 2 apply Only to,H2O conflict with the design
highway loading and a spot sngineer't specfinatlons
Uw d Co Imposed" wpghl of 120 fpe.lcu.it and his specdicalbM w111
burred Conduits c from traffic govern.
muss desalsign
be consider"in At— shallow depths o1 cover
I desgn and pxpne mars —3 duet and less, t and
I� imppr:am el shalbw dogma Conduits can deflect and
The combmallon Of sod food rebound under dynamic bee page 8 for definitions
and I've bad must be added Ioamng conditions II the of Class 1
T
A. .
as
_ p _ W
A mmpp .INO� eIppt AeeP A RBSO nyo�CN Ent-
NN pry Amy its' i H n nN JO
N pnW TORN �CI f1N l!�iO OFP� 001NI� OfiNM1 �'f000� O0 Ot'1�P RNP
.pp mp--p- _--- -p Y--- -��/�p�Np yy��1NNN NS NtNVN 1NppN GmN mN NNlp'lA NS fm701 P1 Am YyN��11 CIn nnnpt
N OSnm bbAO ^�Nff g g 39S S OOa� tl1ENt ONItl rvNn? ♦U
�p yy p� --- - -- N NNNN NyNp�(pNp N(Ny N{Ny NN N�1pp7 pmN(Ny 111pp7N NNNC1
N AmW, PPOP O!1{p�/1 imp♦1,1 w �A � OO Ntt OOk 10 RUE C1m V? mm BE
N yfppo�pp mmP AO�p1"/ e �.NMIO INp�nO n'�PO 'N✓!N lV^ ONO^,P. 'O.^ry �N1Y`NN NwN NNORNN NNNN
ryole M ME mOO O Nry�rypp(Npy{N1N N8N 1'1{Pp./l
it C�NO
�p�p11 y 3 CmmC/1pp pryp � yq� yy RgmN�nNp Nm 1(pN�N qNN YmN�EN N{Ny
NF. NNO�D UP FEN m00� O^•Nf� g1YA� CI�N� O�a00 HER UP ^P±1'1 e
smNmN 88 �y pmpqG (qy r+�p 88� t_p�pin yN�� �♦p yof 1Y�1 y� 8(py �(py yp�p� Wpg y
.OYfN Nn, HE!! ASml !"M OO^Y NTRA u�,$ N17 MIO �$�m �OAm
g m yp 8 pmp pppp• p�a {1rp�p pNg Sg yp� 1m�yy11�nn�pp 1
e NRNl1 f'l t'1 . .+MN NN10N 00n 8POA mpPO PO� POR 3F17 ^N1'! N.7i�°�N, �'
g NN �y�1 p 0o � po QQ++ pp ff pde{r� Gp M
0b�0 owEP {�pNO OT�8 POOm PO fNV
M _
2 g 21-.mya y§J
i. \ Gne X�`SN'n�a R�neT. mini Mv1i <$v`�r� eN'9ic vi�`.E� n`aaS� :d 6o
'piry mY yp1 pppp yp+�1 aaYY pm rpp p 1yp �Np p
[V N!YN N.A- '1 NJ'!�. 1'J�n ll��Yi .tE 9i 9+ .R(1N OY1N 10
NN NN
Q
PU �z 8E?RR 8 RR 899R 89919 8'RR 8'&R 8'R8 8'RR 89.2R 8'RR 8'R.9_1
a
Ea
._ ua
a u.rn
PVC GASKETED SEWER FITTINGS
— 1tEM 0 PANTNO. SIZE Pnc:.nulx t.1srrelce
T,WVE GxSxG 337 TYS1508 15"x8"
336 TYS1804 18"x4" $252.91 r
339 fY51806 18"z6" 445 61
•
"u TYS1808 18"x8" 486.34
341 TYS2104 536.11
21"x4" 62311
342 TYS2106 21'x6" 760.24
343 TY52108 21"x8`
3++ TVS2404 24`x4" 847446
1 tOt.65
345 TYS2406 24"x6" 1 207 94
34 TYS2408 24"x8" 1221.31
347 TY 7 4 7" 4" 1 . 4
34s TYS2706 27"x6" 1388.79
349 TYS2708 27"x8-
3sa t 58t50
TEE QxGxQ 351 43601 4" 18
352 43602 b`xa' $8.43
8 1908
353 43603 6" 10 2151
3s4 43604 8"x4" 42 _ 59
J55 43622 8"x5" 35 ass 4 29 79
_ 3605 8"x6" 35 28,47 ,
357 43606 26 39.68
TEG 1004 10'x4" 27 77,94
3So a350-- 10"x5" 20
74.65
360 4360b 10"x6" 20 _ 75.76
361 TEG 10'J8 10'x8" 16
362 43620 `1 125.t2
16 120.44
3s3 TEG 120a 12"x4" 16 10087
764 43624 12"x5' 12
365 43611 12 x6" 12 q9 ,5
—�/ 366 99.65
TEG 1208 12_ x8' 8 180.00
367 TEG 1210 1;'?"x10"x10" 7 18500
1 366 43621 12" 7
/ 36s TEG1504 15"xa" 213.08
370 TEG1506 15"x6' t52,79
371 TEG1508 15"x8" 162.18
372 TEG1510 15"x10" 263.00
373 TE;a1512 15"x12" 69.a1
374 TFG1515 15• 292.94
iOr 77
375 TEG1804 LiD 3-!>-7
376 TEG t 806 ��G.� 1 tJSTRLI.t�l O t`3
377 7EG1808 C2R.,L. MF-+�l.tp�0 C. *� T-
3'" TEG1810 1
2
.a
l
ct,
6. _` ,, .. ■Im�1��■Ifllinl■IIIIIIII■IIIIIII■ulinl
.. ■IIINIII►�IIINI■■IIINIII■IIIIIIII■ Ilnl
. ■IIIIIIII®IIIIIII■INIIII■IIIn11■ NIN
.. ■IIIIIIII��llllnll■IIIIIIII■IIIIIIII■ IIIIII
IL
21
. ■Inlilll�illllllll■IIIIIII■NIIIII■ IIIIII .
;_. � . ■IIIIul1■i►;��i��I■IIIIIII■IIIIIII■IIIIIII
�� ; . ■IIIIIII®�hllh►.I�IIIIIIII■IIIIIIII■IIIIIIII■
. ■IIIIIII®■Ilillalli\iilllHl■IIIIn11■IIIIIII
� � . ■nlll 11■IIINIIi�iiii.��1■IIIIIIII■IIIIIIII
. ■IIII�11■IIIIIII■IIIIIL��aIIIII■IIIIIII■
4
% .. •• .
®�-
h
f �
x
.. �*.. :yPx+e ;z,,..!n.+w+,wcr-r..+.frv,.*'rwM "'�!P•le'.y`FMu!"'M"yM'M• z •wH+wtiM>uaww�
1
y
T
. III 'i�llllllli�llllllli�llllllli�lililli
_. IIIIn1il�IIIII11i�lUlli i�IIIII11i�IINllli
. Illlulkimllllliliolllill wllllli
.. IillnlO� mIlllllli .
�IIIIIIi�IIIiIIIi�INlnli�illlilli�
. milllllli�!Illlllimlllllllimllmlli�llllllli�
.Y Illillli�ll►illli�lil li�llilllli�lllillli �`
�Ilunli®IIIIiMEN linlllllll i�llllllli
. �Iiuili�Illull►�;�lllilullilili�uunli�
Illllli`, ®Illllllil�nl�II�llllllli�lllllli�
. MIillnli®Iillllli�lllll���ulllli�llllllli� g
M
oil
NMRZX�E M
pqpq
x
-
k ..
s"
r £i
4 '
i
1
CASCADE TESTING LABORATORY, I NC.
TnnNo• �wSwEcrr ow
1$f le M.[, fjf llr wtAp�
R llllll/Ip. y7rr plell. feffR (30!) ff}Ifpp
GRAIN SIZE DISTRIBUTION TEST REPORT
_ e d _fsaai Hama m:
^ C i
F. 90 11111 1 1 1 r1
1
1
80
70
s
W Fill
z ISO 11
U.
= SO HIII
IN I
W s0
a
30
20
tJ
0
200 100 .0 1 .0 0.1 0.01 .001
GRAIN SIZE - mm
Test A a}•• 1 ; CRAvEI 7 SAND A SILT 3 CLAY
7 1 0.0 48,4 44.6 7.0
I'm flu : w Kilo frca
0.623" 100.0 100.0-100.0 Project No. : 9401-26 - DcLe: 01-16-94
0.S" S' 6 Project:
0.373"
; . Locotlon: LIA 1�3'1 - ac+L-
0.29' 60.0 SS.O-73.0
N4 31 ,6 NATER AL DESCRIPTION �t
Ne 36 7 '6SOOT Top Course
020 20.4 1 S 8" minus Top Cour to °�s •Pi
140 14.9 8.0-24.0 Remorkf T. �D 010
61
/80 10 6 - Client: Meriino Construction
0100 9.S
#200 7.0 0.0-10.0 31
tSource: 5tonewoy
TfsTF+1 T o•ICCR[0 Im
Taw Nmm. NM rWl
fUill rT*Cw
{-
Ir
�I
1
LA
"' Caa° STONEWAY CONCRETE INC. GRAVEL
x sr. ar
"' PI BORATORY EST REPORT Tnt No.
sWfeie C � � �
Material >f� ► +ry_r�.l lent No_JL — Date Tested
Sampled F Date Samplad�(f��
S< -Bunk R. r-Try r�k Pile-Hopper- Classifier
Remark adri/ R uest No.__
Y.S.si..a lts Sp_ r• �
Pen
11 Wt.in Air
2M' in H+O Dif.
2 — %ARS
I w" SSD Wt.
Dry Wt.
/ loose Wt.Lba./Cu, h
y' Rodded M.Lbs./Cu.Ft
w.. LAR
No.—a
N J Wt. Rev.
No. 16 Wt. S00 Rev.
No. 00 Cleanmst Valw
No. SO
�• 100 _ Readitq
Ne. 200
_ I Dumbillty
Pau C.O. Readirp
Ret. C.O.
Wiro Siza
I
a�
I
t
1
,I
s.
• U+AN I.L��.1?-�K7i:N 055VtLE TYY
'Q 4vT�
RL4,
y I --- nl ,J
fc�:—n1r�r•1 S*�
TyP jaAYTaN P-.:F
r, e$ril 5r
j apyl _ -
' woitu. TD
Rlc,tyl' I L i Q ^l
R/AV To.I � ZZJO 21 1 �• ��
•f • I I � 1 1� 1
—� • �• fkl�-COMA
• II l Lc�'T' i
I+ 1
»»r PN t T9
o�-
Zvi. N,
PLO -- --
D M LA--7-t> ,
PL rti Fora w�'r2K Pr : cr
_ 'G vn: .ype Bp,���c;+•t,E DR`�"7r: P-� NE � 'Je t2�° ST'
rye CP61 E �/ Nc' zo-- ST
�n P^;
I --r
zVIr
e o u 5 I E of Twe 5ru c-T
Bob SEFFRISS 7-9-73 D• P.
2. 70 i_ P
V/ f
14
� \` �• fH-Ro�J i
' l LET
y c..n�sr 1
1 ' 1 41D 337
20+-� N•T. S- 513� I��
EO•-...cos � Sr"�t✓-r � cF
—�tJ
LID 337-DAI'TON AVE.SEWER IMPROVEMEN"M-CITY OF RENTON _
JuneI July Augus
ID Name Duration Scheduled Start I Scheduled Finish 91261 3 110117124 31 7 14
1 PRECONSTRUCTION CONFERENCE lh 6/2/94 7:00am 6/2/94 9:00am
2 NOTICE TO PROCEED Oh Ov 6115194 7:00am 6115194 7:00am
3 SET UP TRAFFIC CONTROL 6 MOBTLIZE Id 6115194 7:00am 6115194 5:00 m
4 MAINLINE SEVER 10d 6116194 7:00am 6129194 5:00 m -
5 _ SIDE SEVERS 10d 6130194 7:00aml 7/13/94 5:00 m
6 STREET RESTORATION 6 PATCHING 3d 7114194 7:00am 7118194 5:00 m
7 OVERLAYS STRF_T Id 7/19/94 7:00am� 7119194 5:00 m I 1
8 CLEAN UP R CLOSE OUT 2d 7120194 8:00am 7/21/94 5:00 m
9 PROJECT COMPLETE Odl 7121194 5:00 m 7/21/94 5:00 m
PmW,DAYTON SEWER CMYaI Nwwr r S� up
0 012 4
GARY MFRLINO CONSMUCnON COMPANY
1
i t
representing GAS M L 1roc y_T,
agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic
control plan and obtain City approval of that plan. That plan shall be implemented for all
street and lane closures, and the plan shall be pe.formed in compliance with the Manual of
Uniform Traffic Control Devices. I understand any lane or street closures without an approved
tragic control plan and notification of emergency services may result in my receiving a citation
t for violation of R.C.W. 46.61.IW3) Obstructing Traffic and/or for violation of 9A.36.050
Reckless Endangerment. ' ;
t.
I certify 1 am responsible for the project and the responsible party to be cited for violation of
R.C.W. 46..611..1900)Obstructing Traffic or 9A.36.050 Reckless Endangerment.
NAME: O—R A N {'�IGc oral
1 D.O.B.j 1110 SSM: SZL. -SCO-19b4.
HOME ADDRESS: 1-7'4 0 $' 12 7�
��erTONy WA ri$o "Sl .
WORK ADDRESS:
n ea Tt le vvA 9S 10Y
WORK PHONE: -762-912-s- HOME PHONE:
COLOR EYES:--�4A WEIGHT: 2_j_Q _HEIGHT:—LI--2.�_COLOR HAIR: %3 1,ji D
i
WASHINGTON STATE DRIVERS LICENSE NUMBER:
NdTnmport.�ia+\OpentiuwV
• CITY OF UNION
TRAFFIC ENCINEERINC DIVISION
TRAFFIC CONTROL PLAN
CONSTRUCTION COMPANY: r..4res Hee.,.r� Co..a>a.�r.� Cc /U APPL. DATE: if
ADDRESS: 9 rZ 5 /Orr, t _
S'-aT) C 04 PHONE /: �Zo� 7(02 - SIZS
CONSTRUCTION SUPERINTENDENT: ,Qee jrpoQrl.!
CONSTRUCTION LOCH ON: 104rn - Arc a.-)c
APPROVB1, BY: �_ _ WORK TIME:
APPROVAL DATE: [� : - �Q' WORK DATE: G
NOTE: C'A`.L 911. FIRE A, POLICE BEFORE ANY CLOSURE
COMMENTS:
SKETCH
NORTH
I i
i
I
II
r,
I have been informed of my responsibilities for crn cco, J
traffic control, and agree to comply with city corvrnnc,on
policy dated irvsrccron
/ r'VUC[ JUE JIT'11
SICNATU - ___DATE;G>g� _� nnr uen
T, P
I 044-M
I lst nJ Ste'
Q Av�..J moo,+, • Q,M, -
-'� • � � � III r, ,� � ,` pFsrCE'
• • � i • � � °
wotK- 7L
Q AV TpJ ZZJO rr
. I
I ~
i
{
L
1
N
.1.
kCt lT�?A S ;6, M
P, pop. PT tNi" KSEf..nDfJ or
LOCpI. 14C.�E1>
�,� ST N+-+p
I 7YF CPYn'^ a,F tc*l aF Zc'n- ST
T
t Fv2 �o;_� �rJ ru Z2N� 51' ~-yP
?7.M. — BCaFtd IZiTr cni 4 7,0 D. P
W ,II
e �
�--i i ua 337
Melt-u rJo �sT
of
--aQte IJ
PrT-� v