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CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Design/Utility Engineering
October 20, 1989
� e
Mr, Jerry Crane _
Boring Commercial Airplanes
P.O. Pox 3707 - MS62-15
Seattle WA 9812' 2207
Subject: Boeing Building 06-86
Fire Protection Main lalertle
W-991, Permit P-7152
Dear Jerry:
In order for the City of Renton, Public Works Department to sign off the subject permit and to
release the bond posted by Baugh Construction; the following items must be completed and
submitted to the Utility Engineering Dept. at your earliest convenience.
1. Submit the"As-built"drawings on mylar for the subject utilities plans, As-built drawings
must be certified by a Professional Engineer or Registered Land Surveyoc
2. Bill-of-Sale and coat date inventory sheet for the portion of the watermain that is to be
conveyed to the City for maintenance. The documents most be signed and executed by
Boeings authorised agent. (Attached are blank forms and samples forms for your usage).
3. Make water meter applications for the 3 new meters in the fire protection vault.
Applications must be made at the Utility Engineering Department.
If you have questions regarding this matter, plow contact me at 23)-2631.
Sincerely. i
abdouli BLDG6-86 Abdoul Gafou y
AG:ckd Sr. Engineering Specialist
Attachment: Bill-of-Sale
Cost-data Sheet
gYgrta list to Laugh Constr.
cc. Baugh Construction: Len Holm and Russ Harr
200 Mill Avenue South - Renton, Washington 90055 -(206)235.2631
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CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Design/Utility Engineering
Awy
October 20. 1919
Mr. Len Holm
Baugh Construction
P.O. Boa C-14155
Seattle WA 98114
Subject: Boeing a 96 Building - Fire Protection Maim laterite
W-991 - Permit OP-7152 - Bood e5568695
Dear Len:
In order for the City to sign off the subject permit and to releue the bond posted by Baugh
Construction, the following items must be completed.
1. Install support under 2-inch meter.
2. Adjust pipe supports under vault piping.
1. Repair broken latch on vault cover.
e. Plug all test cocks for DCVA assemblies with him plugs.
Please contact me at 255-2631 when all of these items are completed.
Sincerely ,/�/C`
Abdoul Gaiourb-
Sr. Engineering Specialist
abdoul-letter/Holm
AG.ckd
Attachment Letter to Boeing
cc: Russ Hut, Baugh Construction
Paul Noble, Tri-State Construction
Jerry Crane, Boeing Company
200 Mill Avenue South - Reuton,Washington 98055 - (206) 235-2631 ,
F.C'elatlle(Seel 8341-14 rS
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City OF RENTON
UTILITY INGIN(ERING No,N° 2481 i
N . 100 MILL AVENUE SOUTH
_• - RE ON, NA 98055
9�L.N w r11oNo !ss•xsI
ORDER FOR WATER SERVICE INSTALLATION
Account Ad.
� wur tn•.q. S .V/C
,-m
York Order No, 7 L... St-h 5•rvlc. Credit —.
S."i-Y Sale w. Dam P.YMant .-
sy.uM Nval."nt Ch.". Ir1Y�7�7 1n city Va.K] No❑
Lab•[own (City)
On Sa,er Va.❑ IN, (OtN.r.)
N.br U1690; Wa.Identlel❑ Co.nMrtl.l Indu.trlal TOTAL rt1
Ot M..
Met., Sla. P M INSTALLATION
tr1�iZ .,.' b KRf /�LTOEOYf11DM
Sit' S.rvlc. 10 Ftti Pa Twnrogrr Nrdune It., r•.[� Nu® Water Make RE/FNFL6 M1Dif W•055PE DR
S..•qa 4kmot wbr Yat® No El How No It602®0 --..
rbe Pnt.cUpn Serrlc. VA.® Man❑ Data In.t•Iled Al 10.
S.rric. Addr... — _ ccnrn.nt.: S,RPW { 1 .bjLl 44
1- ! L•9a1 DNRcriPtlon
5,_q Wes_
CROSS CONNECTION CONTROL NRkflo. Prol.atlon D.ric. AW+Ind Va. Wa
® ❑ If Va.. TV" or Nrlce:
Aedu .d Pr...... NckflP. ".IV.❑ Double Check Valve A .en,1, Air .r PR.tyr. Yet buher ❑
1 Mal. Of D.rlu Model
Nrla No. Sin
Data Nvlu Ink U1leA Net., w. _
-- FIE• w. _
1 O.n.r'• Name iAiQAllVf O
Addnu
.pj� / lily State
contactors M•v.. �y,.�Vr
Add,.n ftzA .KQe City vM�n•
Ara• fer V.d by Aenton Nenr Sakti 1. baler❑ Sat U. Nan. Code No.
Tawdprery Service Ayreen.nt Ye.❑ NO 1@ If Yet, Agf•ameent MeordlHg No. _
t.rrlp to be toured oa an 1.wMent TRIM b o if Yet, p..awnt A.cPrdl ng w,
I. Twra on la acing Stub 1.101. Va.0 -9 If Va.. W.I., P'J.ti w. W.
lAlttlnI Lan-Carare ARnAMNnt era, NoK) If Yet. AgneM•at No.
In Ft., of Add •..
fRY SUU lip
fyst" Nr•Irlpk.nt F. TRY No❑ If Yet, sy4t. q.r.l.Prnt Pa. NI AM Feet
1»t
PN! UNDPROMISES
PuliNED SUSSC]IE[A TER AND THE HE C OP RCNTtN1 TO SUPPLY WATER AT TN[ PREMISES NOTED NFRfON AND
MOMI SES t0 PURCHASF THE NRT[A AND PAY THE CITY OP RENTON THEREFOR! IN ACCORDANCE WITH THE CITY OF
RFNTON•S SCMEDULF OF RATES WHICH SHALL FROM TIME TO TIME It LEGALLY IN EFFECT FOR ENE PURPOSE r0R WHICH
THE HATER 15 10 It USED NOTED MEREIIN, AND T CONFORM TO AND ARIOE !Y TN! CITY OF RFNTON'f AVLES AND
I REGULATE ENS IN FORCE, RELATING TO iH! PUAL b OF NATlR. THIS IS IN ACCORDANCE NTON' WITH CITN OF
RENTON Cm. CKAPIFR q. SECTION 3•E01, i
1
1Rrin Utility Ri Elio! \� ar tr r'� as • REw
Pink
• tngl$hop
Fin4 WHESrCUlto tNOP n �S' bW CuatRN.I rM nM auanM M
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V` EAR Cllr of RENT DN
•� 0111.IiY ENO I""RIK NO, N° 24R0♦ ♦ IN HILL walul SOUTH
�•` A WYN, NA 98OSS
�A,,�,„T�i PHONE: 175-:Bn
ORDER FOR WATER SERVICE INSTALLATION
Act.... NO.
p After ch.". s N �G
Wrk order No. �2 B7 Lost $tuo Service Cndit _
Sundry Sale No. Dcvm P."ft
Sy.t. MvelolWynt [hers. PAIc�7 92
In city r•.� No❑ Lilt.-Comr. (city)
on S.., Va.❑ No l0 (Others)
Yager Unee: Fe.I dent l•I ❑ Coaray"lal [% Induttrlal 13 TOTAL FEE < Q
Other
N N INSIALLATION:
Maur SIeeZ 6Y.PASS NEIp1 M 10 MAN1 d
$it. SnNin 2 M,FASS to ILA Fat MA,Tw _
TMnponry Hydrant Pat., vet❑ Nu NFL., Hake IIl'r FU.
S•Hpm, ENenpt Water Y..w Rico Relief No, 41441 367 _
Fin Protection Service A.A No❑ Data Inuall•d nepwilm Ig,, Ii 65
Service Address 800 PAM AVF No. 4'8 6 N94_ cOin'N°t"' 1-�'—W$4 tllh"wv a'
uVal Oattrlpl ion 4-g4V IF
ALL Il014h __
�t4m I�A�f
CROSS CONNECTION CONTROL: 4cV la. protection D.vlte Aeeuir.d Va.® No❑ If Yee, I,. of Device:
R.dut.d Play.... btkfloH Davit.❑ 0.wEle Check Valve AS.seety Air or hoeery V.c beak., ❑
Make of Devitt Model S.rl.l No.
it,.
Date Device Imnl bd Mel., MO.
Ella an.
o.ne.'. Naha MV16 hf7(Vib AIRF1AWf to � LAMFRIEPMAd phone _
Addru. P6 ou 193--- Jft-5 63.01 uty S(ATto luu UJA _ tip 10114
canlnnm'. Nan. A N_ fOM IT piton. _
Aden.. q06, QUtLA¢ 1lMF —
city SFA+Tt! sl.0 lam— zip 9JI1}
A,1. Served RY Fenton Water C1 Sullle Water 0 Seattle Wait' Code Mr.
Tanpor.ry, S.rvlc. AAr.•tynt rp❑ No(AI If Y.I. Apre.rynt %coldly, No.
S.,vlc. to be Located on an t.Steant Yet X No❑ If yet. EHwtant A.cordinp No.
I. TM rt an ER l.ting STUN Service vet❑ do m if Yet, water Protect No. V-
knitting Lab-tpmr% Apeeeent yet❑ no If Tee• Agr.ft No.
In Favor of Add...0
City state zip F�, CMyp S
D•Sy.tat v.t°p t Ff. Y..ILL Mo0 If Va., Systen D•vAlopeant Fee Rated on M1IP P-1 f5 —Sa",* feel
THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF FENTON TO SUPPLY WATER AT THE FREMISts NOTED HEREON AND
PROMISES 10 PURCHASE THE WATER AND MY THE CITY OF RENTON THEREFORE IN ACCORDANCE WITH THE CITY OF
REN10N'S SCHEDULE OF RATES WHICH SHALL FROM TIME TO TIME BE LEGALLY IN EFFECT FOR THE PURPOSE FDA WHICH
THE WATER IS TO BE USED NOTED HEREON, AND tO CONFORM TO AND ABIDE BY THE City OF MENTON'S RULES AND
REGULATIONS IN FORCE, RELATING TO THE PURL .0 �ATER. THIS IS IN ACCORDANCE IS IN ACCORDANCE WITH CITY OF
B[NTON COD[, CHAPTER 1, SECTION S-101.
Win S ipna weave nn�Y4 f /7f�N�
Tell UtllliN Blllln 9en
pellew - terlmvlNS
Fink - V.ur SMP —
ble - tus lamr t y r to o eltt ulg qen t F
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UT It TV AFNrgI 2482i
IGOEO I TV
[NGINEQHMO No.N?
♦ ♦ R MILL AY[NUE SOUTX '
MORE 235-2eI1
ORDER FOR WATER SERVICE INSTALLATION
hccoont w.
r we•. Cnero.
walk Ore., w. _7�7 L... Stub S•rrl.• Crtllt
SuedrY Sale No.
0. solvent
SY.tw Devo10w.nt Charge df1D ?-)LfL
In City Yec® No❑ L.t•-Coean (CI t,)
On Shear vs,.❑ Ma (Other.)
water Uecp: Residential❑ Us,mear<Isi IMwtrl al❑ TOTAL ft[ S _
Other
INSTALLATION:
Hot*, slao la" MfItR ON ID°Find Penfm'pN e
MAIN SIR. S.,vlc. 1 IRf PRElfdh
TwecnrY hydrant Water Vol❑ all® Water «Ab Ra(AW a . 1 -SgOD D[t
S..mega t.wn Rotor Va. Maw Water We _ IZ OIZ 4
Fire protection 9arvico Vol w❑ Gets Innalbd MTDwjt It. ligi
Svv!<. Atlrou
-$, Cewnit: �yLtdLd_ ♦ �/ ll bnht M
Legal w.crl0tlun Ift Fi.�/�QLN6-
1-'- i -Alva u v
we
CROSS CONNECTION CONTROL: tackflow protection Device RNYIroe rn® Ma❑ If Yec. TV" of 0.0tol
Reduced Protean leckflw WYide❑ Dowl. Check Vaiv.Assembly® Air or pressure Dee lnN•r❑
Make of Device IMeel Serial ft. Siec
Data Got,lCIA I Hot.lled «.ter wa, [Ile No.
De.or'I her,
Add,
nacAe3s.y/_!nnML.tt*..dv AydJ1.P.w^ Q✓I ��y f�lt�sod:,, y���
ec City State W.4 lip,T
Gdnllet tor'. NMy jW� M
City t5jld%L State lip
1 Brad served by R.neen Water Seattle W t,r❑ S.attla Water Cede w.
T e Lary Service ASrew.nl Yes❑ No wec 2) If Y•,, Atrat wceNip w.
S.ry Ice to be lacatdd An An Ems Mnt TOO tY Ma❑ If Vol, testament Recording w,
I. then an t.l.ting Step Sa,YI,. Vol w® If yet, wale, project Ma. w
leiltill Leta-Coven Allo .l Yes❑ NOW If Vol, A,e , No,
IN Favor of Address
City Slat* lip t�� � tharge I _
SYatw Devolewaat Fw YESW Ma❑ It Tot, States,eaele nl Pa. Based w A{AL7 r_/IJM.1ery FNt
- THIS UNDERSIt«20 SUISCRIIIR REQUESTS THE CITY OF AtNTON 10 SUPPLY NATtR AT THE ►ARNgtS NOTED HIRION AND
P:OMISIS TO PURCHASE THE WATER AND PAY THR CITY OF AENTON TNEp[pORI IN ACCOIIDANCI NIT" THE City OR
IPITON'S SCHEDULE Of RATES WHICH SHAL1. FROM TIN[ TO TINE RE LEGALLY IN EFFECT POR THE pURPOSt roe WHICH
T"a WATER IS 10 Ill USED NOTED HEREON, AND TO C0110111 TO AND ASIDE by THE City Of MINTON'$ RULES AM
REOULATSONE IN FORCE, RELATING TO THE PUP ASt AND %ALI 0, WATER, THIS IS IN ACCOIIOANCt WIT" City Of
RENTON CODE, CHApTtR O, SECTION 3-2
03
T �,11
Ffl4 blip utility SI 11lrg ! P a n
Y•11pr E.ginecring 'I t�
[ pink - Water Sbdp
Deld Cwtwar Y d m-
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November 3, 1989
4-7300-JKC-032
City of Renton
200 Mill Ave S.
Renton, Wa 98065
IOE/NO
s Attn: Abdoul Oafour
rp
Subject: Fire Protection 8 Protection Main lntertie
ly' W-991 , Permit P-7162
r Dear Abdoul, `r
s. l Per your request of October 20, 1989. please find
c
enclosed "as build" mylar drawings for the subject
� project. Five drawings are enclosed with our sheet No.
C14, C15, C16, C17 and C20. This should complete itwm
number one of your request.
t � �
Jerry Crane
Construction Supervisor
Orgn. 4-7300, M/S 63-01 "II
Phone: 234-4476 -Y
Attachments
cc: Scotty Arnowlta
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CITY OF RENTON
PUBLIC WORDS DEPARTMENT
Earl Clymer, Mayor Designi Utility Engineering
October '0, 1989
Mr. Jerry Crane
Boeing Commercial Airplanes
P.O. Box 3707 - MS62-15
Seattle WA 98124-2207
Sublect: Boeing Bullding 0e-26
Fire Protection Main laterite
W-991, Permit P-71S2
Dear Jerry:
in order for the City of Renton, Public Works Department to sign off the subject permit and to
release the bond posted by Baugh Construction; the following items must be completed and
submitted to the Utility Engineering Dept. at your earliest convenience.
1. Submit the'As-built'drawings on mylar for the subject u,ilities plans. As-built drawings
most be certified by a Professional Engineer or Registered Land Surve, ".
2. Bill-of-Sale and cost date inventory sheet for the portion of the watermain that is to be
conveyed to the City for maintenance. The documents mot be signed and executed by
Boeing's author-4 agent. (Attached are blank forms ane samples forms for your usage).
3. Make water meter applications for the 3 new meters in the fire protection vault.
Applications must be made at the Utility Engineering Department.
If you have Questions regarding this matter, please contact me at 235-2631.
Sincerely,
andoul/BLDG4-86A eW�Gafou
AG:ekd Sr. Engineering Specialist
Attachment: Bill-of-Sale
( At-data Sheet
PICYia list to Baugh Cunstr.
cc: Baugh Construction: Len Holm and Russ Harr
200 Mill Avenue South- Renton,Washington 99055 -(206)235.2631
Feealmlle 1200)239-25 13
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DAILY INSPECTION DIARY
DAY: / DATE: t+ WORK PERIOD: a.m./P.M. to/O�VSa�m.1/P.m. REPORT /
WEATHER: e,
��— TEMP. MAX .(:.[._+• MIN L'-OF PRECIPITATION: _�•
WORK ACCOMPLISHED TODAY:
Gp_�pnrwr-f. 77 !tM ` TL��_
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CONTRA SIONA UR
am
DAILY INSPECTION DIARY
WORK PERI')D: a.m./p.m. (o _ m,m,JP,m, REPORT F
DAY: (�It1t1)A.� DATE: � /0�($9_
YEATNERt _ TEMP. MAX o t'F MIN j I•F PRRCIPITATIONt
NDRR ACCOMPLISHED\TODAY:
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DATE:
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DAILY INSPECTION DIARY
��
REPORT 1
DAYI 1*1)bAL DAT[I I11 Ih WORK PERIOD%_- ..m./P•d• to __ ..u./n•••
WRATMERI _ TRIP. MAX �or MIN ^_'P PRECIPITATIONt _--
WORK ACCOMPLISHED TODAYt
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6 t` zN9F
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CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Earl Clvmar, Mayor Dasipr/Utility Engineering
BACKFLOW PREVENTION DEVICE
REPORTING AND TESTING INSTRUCTIONS
All Backflow Prevention Devices installed are required, by Washington
Slate law (RCM 12.20,060.Bt•19.002/WAC 2/B-5g-196), to be tested on
Ins"llatlon, and annually thereafter, testingm "
certified by the State of Washington Departmen ofs Social oand bHealthster
Services, a list of whom may be obtained from this office. Please
it to the Utility
Engineering Department alete the bottom or t 200 MillaAve.return, Renton. WA 9BOSS. together
with the Completed Test Forms) attached, When Rhe required device(%) I
have been installed.
OWNERS MAILING INFORMATION '
OWNER'S NAII[;_�O�l.r�
MAILING ADDRESS; J90.d a.e
1 a-14,IL yr/X-J
f i'x
+, DEVICE LOCATION INFORMATION te!
• I I V£.
STREET ADDRESS: Pv4 ry �' a„X Dr 1�W
DEVICE LOCATIONh
�y
CONTACT PERSOM; #� NIR
NIONE ON JON
.= NER; 1H-11)L MIOTECTtON 20NE+: '
t >, DATE INSTALLED; DEER CODE+; w' j
"r METER SIM /0•
METER MAKE; Fe L_ ar tKJ �t
SERIAL Not _. F ��/I DG v AlA.
O{roct{ona to the device oe the promises.
reegl (Rm EOE) neat to elevator. Second Floor utility
+ TO be Clopiloted by Utillt{eg personnel.
wwortmv
1110 MIN Avemig Earth• Renion,%thburimr WSS .(;0612T3.ht;t{
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PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Design/Uri1Hy Engineering
BACKFLOW PREVENTION DEVICE
REPORTING AND TESTING INSTRUCTIONS
All Backflow Prevention ^ovices installed are required, by Washington
Slate law (RCN /1.10.050.85.19.001/MAC 148.54-195), to be tested on
Installation, and annually thereafter. Testing must be done by a Tester
certified by the State of Weshington Department of Social and Health
Services, a list of whom may be obtained from this office. Pleasv
complete the bottom of this form and return It to the Utility
Engineering Department at 200 Mlil Ave. S. Renton, WA 98055, together t
with the completed Test Form(s) attached, ahon.the required devico(s)
have been Installed.
OWNERS MAILING INIORMATION
4� OWNER'S NAME: 8nr/,ij Ciwwmrrtr:/ ira'.A— !..
T' MAILING ADORESSI_A0, iox 2707- A& Ll•Lr
DEVICE LOCATION INFORMATION
STREET ADDRESS; Pwr *V N. ^ot A-. &W.
DEVICE LOCATION`: Pe r kiij La7F /b
CONTACT PERSON: r
PHONE NIMIBER:_ .1l1 • &_MOTECTION ZONE*:
DATE INSTALLED: fj, _0 USER COOE,*:
METER SIZE: 2 rr METER MAKE: �i'�a • �Y
SERIAL NO: P G4 39 _.. Dcar/_
• Directions to the device on the premises. (99. Second Floor utility
room (The 209) neat to elevator,
* to be completed by Utilities Personnel,
U/M/BKFLPRLV
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NIO hldl .A%rnur Smith - Rrn:on. Wo0imptun IMM 0W ,•�.!6t1
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CITY OF R ENTON
'rY PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayer ', Design/Utility Engineering
BAEKFLOW PREVENTION DEVICE
REPORTING AND TESTING INSTRUCTIONS
All Backflow Prevention Devices installed are required, by Washington
State Law (RCW e2.20.050.83-19-002/WAC 248.54.195), to be tested on
installation, and annually thereafter. Testing must be done by a Tester
certified by the State of Washington Department of Social and Health
Services, a list of whom may be obtained from this office. Please
complete the bottom of this form, and return it to the Utility
Engineering Department at 200 Mill Ave. S: Renton, WA 98055, together
with the completed Test Form(s) attached, ahen;the required device(s)
have been installed.
OWNERS MAILING INFORMATION
OWNER'S NAME: .r
MAILING ADDRESS: 410 - 0-6 RZO L H t• �`L`�' •/�i -
Sr d r We !/ At
DEVICE LOCATION INFORMATION
STREET ADDRESS:_&, & ifw N N A h Pr d•a/
DEVICE LOCATION*: PAr/Irn.X lit tit �gly/2�
• I
CONTACT PERSON t 1'r re r (r•r�� �•
PHONE NUMBER:_,U9- If& PROTECTION ZONE+:
DATE INSTALLED:L Lx _jt USER CODE+:
METER SIH: METER MAKE: Pt4Co - pOr
SERIALNO:_ S / ? SS- pc-woo
Directions to the device on the premises, (09. Second Floor utility
room (Rm 209) next to elevator.
+• To be completed by Utilities Personnel.
U/M/BKFLPREV
200 Mill Avenue South - Renton,Washington 98055 - (206)213-2611
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'1- CITY OF RRNTON
ls ; art,
PUBLIC WORKS DEPARTMENT ,,"r •.•�%,
Earl Clymer, Mayor ' "Design/Utility Engineering r
�r
BALKFLOW PREVENTION DEVICE
REPORTING AND TESTING INSTRUCTIONS
All BackflOW Irawntlon Devices installed are required b Washington
r
State Law (RCN 42.20.050.83.19-002/MAC 2/8.54-1951, to be'tested on
Installation, auid annually thereafter. Testing must be done by a Tester
cartifled by the State of Washington Department of Social and Health
Services, a list of whom may be obtained from this office. Please
complete the bottom of this form, and return it to the Utility
Engineering Department at ZOO Mill Ave. S.l Renton, WA 98055, together
with the completed last Form(s) attached, when,the required device(s)
have been installed,
' OWNERS !WILING INFORMATION
` - OWNER'S NAME:__�or/ML`/MMI✓4�,.�,
MAILING ADURESS: •
Ck4, IF t
DEVICE LOCATION INFORMATION
STREET ADDRESS: ark II N Ark Dr, N.W.
DEVICE LOCATION•:_p_ off,(-rye L is- iN Ire /T"
CONTACT PERSON`,/y rrx r I I b
PHONE NUMBER: a)q -&7.6 PROTECTION ZONE♦:
DATE INSTALLED:_& /,T _" USER CODE+:
M
METER SIZE: ' _ METER MAKE e I c o o y
SERIAL NO:
• Directions to the device on the premises. (eq. Second Floor utility
room (Rm 209) nest to elevator.
♦ To be completed by Utilities Personnel,
U/M/BKFLPREV
200 Mill Avenue Slush - Reninn, Woshingion 98055 -1206)235-2631
j
)
CITY OF ItENTON
PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor " Design/U614y Engineering
I
it
BAEKFLOW PREVENTION DEVICE
REPORTING AND TESTING INSTRUCTIONS
All Backflow Prevention Devices installed are required, by Washington
State Law (RCM 42.20.050.83-19-0p2/WAC 248.54.195), to ba tested on
installation, and annually thereafter. Testing must be done by a Tester
certified by the State of Washington Department of Social and Health
Services, a list of whom may be obtained from this office. please
complete the bottom of this form, and return it to the Utility
Engineering Department at 200 Mill Ava. S.5 Renton, WA 98055, together
with the completed Tast Forms) attuhed, whan:tha required device(s)
have bean installed,
OWNERS MAILING INFORMATION
11A OWNER'S NAME: tw
MAILING ADDRESS: R D jlo e 2 7e 7' �.-
5.�1/L GtIL fP/dI
DEVICE LOCATION INFORMATION
STREET ADDRESS:2-asrA Art N. F N &rit Dr Hw
DEVICE LOCATION•;
CONTACT PCRSON:
PHONE NUMBER: PROTECTION 2pNE+;_
DATE INSTALLED;_ _ _ USER CDDF,+:
METER SIZE:_ /0 ~ METER MAKE: &&gfo4f yD
SERIAL N0:_e 3//7 y „,41_
• Directions to the device on the premises. (fig. Second Floor utility
room (Rm 209) next to elevator.
r-..; ♦ To be completed by Utilities Personnel.
U/M/BKFLPREV )
:
200 Mill Avenue South • Remon, Washington 98055 - (206)215-2631
L.. ...........
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PUBLIC WORKS DEPARTMENT
1 * i DESIGN/UTILITY ENGINEERING 0 235.2631
MUNICIPAL IUILDINO 200 MILL AVE,$0. RENTON.WASK 911066
.dn.. rn ma✓`
I RACKFLOW DEVICE TEST REPORT
1 Mewnt W. Nll.c wx�mi"� o.i•cr naw
I - w`N nr•Nwx1 I_
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CHUN VALVII 140,I CNeCN VALVII NO.I pIPP6MN11AL Palestine MLIIP VALVe
-,i IMiIAI I Lost" ...... d 1. Le1Lee ,... ❑ \ Op•n•e•I dus
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1. closed upM...............•.. AOi a aslw npnl........,......... R l o,unao •n
caln.a........... ............ d C, d.. ................ .... ❑ cbmw........................
❑
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OMnt•eft rp•....... ... d n11,x,10C11p1 ... ❑ upper ................... ❑ �'
:k. 1 LPrx ....... ❑ ,..
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_..
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V
• lest CbMN 1plx ..,.. ❑ cism nPN.... ..... . " [] oven•t•u b1
� r•OYt1P pr•ItYI•
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THE AeCVI NlPOnt is CENHNee to at Few
M\wxnIW11 O IIIIIpx
Public Worts Depetlnlenl
DESIGN/U111.11'Y ENGINP.ERING ""•'TT'�� _
200 Mill Avenue South
Renton, Washington 9805f ""'•"s'.x:„�- - i—'----
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`+�+ ° PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING
0 735•2631
1•plpl e MUNICIPAL SUILDING 3100 MILL AVE.to. RENTON.WASH,M55
Y fi
BACKFLOW DEVICE TEST REPORT
A«owl t•, wlnr elm
ewuu www
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1 �'�RK wYr N d ti' PAA!w- ny1
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CNICR VµW RO.t DIFFINENTIAL PARSOUNt Altuff VALVII k
1. L••4W ....ttRral .... ❑ 1 L«LW �.,
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q•••e �a1 Heec•O DnOw•
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pPn gi•,nv ... Pm ubmw .. ❑ SDunp y i
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V•Mn ., !
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oiu.�.amonu. _ 1 I ou.,.•oa11M.............. ❑
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5P•tlr.bwv ............ ❑
11
obu.eu<aw.............. ❑ 4
DWAL
Tall nb•N Vphl............ ❑
,..•,•,. neuc•e Pnaw• br
Pan•tl tl-- i II
t1wyA• I � 7
INS gOVI IItPINtT It CEROIIIO TO t[1nUl �--
u.ua•. r C'
Public Work: Department IRe:wo•, -�—
DESIUNIUI'ILI'1'Y ENGINHERING I7ouiiPLi --
200 Mill Avenue South
Renton, WtLhiniton 980S5 "- ^------- ��.-__.
IAMIYIr.111W M1 t1{f
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PUBLIC WORKS DEPARTMENT ' '
R UESIGN/UTILIIY ENGINFERING0 275.263I
' MUNICIPAL BUILDING 300 MILL AVE.SO. BENTON,WASH.960E5 y
f Y r
BACKFLOW DEVICE TEST REPORT
Ac..unl RO. Carl��I rry friar �aaN.ci.,a�x -- -- t
.sl
iEEu.N vKT --
,.K.mEr.l1 N,N{or,rEa ti 7 C7
.M{4uM OIWi{�OO�.,wil gin,[.vuvl G , y �
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CHECK VALVE NO,1 CHECK VALVE Ko.! DVFEREI'VIAL PRESSURE RELIEF VALVE
11011441 1 L.{L.d .. ....... ❑ 1 L.N.0 ❑ 1 Op.m V.l b{.
... ❑ CNdnNI �.................. ❑ CNap.e op..'................. ❑ ''
TEST
!.CbuV hphl E ull
Cb{M
1 ,a
Rapl.e.e
wwCw q.oue.e r
a{c...._ ....... Cl DRC.. _ ............ {"..
Sp... ❑ Samp _ ❑ Doc-Wow ••• •. .• .. . ❑
[ 6uxN ... ....... ❑ aad0 .. ❑ . . ...... .. L..
y
P PN INwm, _ ❑ Pm 1.161w ❑ aIOObO m.Nr O••• .•• ❑ ,P:.
HMO.Pm ❑ um", E `h •K, .
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80 .. O
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❑ a{wd.pm.Nn.R ,
ahN,a{ab. ❑ 0.1101.dolt.. .. ❑ +
to.v................... ❑ ,Y yi
SOOCN.IOaO. ❑ ."e
a1N,.eONWO......... ❑ +��a..
FWAIL
TfaT Cb{.d epM.................... ❑ Cbwe hard..................... ❑ Om.edat q{.
I.4Y{ee P1eE{we
R{mSIL{
INE ROVE R[POIII IS CERT1l1E010 all TRUE
,vat7' G__Rrr..r,,va.Es,e 1
NH ROO
Public Works Department
DESIGN/UTILITY ENGINEERING --
200 Mill Avenue South
Renton, Washington glo33 11i����-1•w��— M„
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PUBLIC WORKS DEPARTMENT
r• 'a P DESIGN/UTILITY ENGINEERING 0 235.2631
4.u .•"�` MUNICIPAL BUILDING 200 MILL AVE.$0, RENTON,WASH.90055
N, "1, 1
BACKFLOW DEVICE TEST REPORT �,x„ I*t'�s��.
� AtiWnl Na. ONrnCI Ylni4=_—�Z - cVMI{CI ryNIN � �� �..
��.i WMId NNW{1 1.
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��If RR/r nrtS r .y F.61C1�S_ Alw. Ln,—
A Fi'�t'C C lies
1b M111YM.11W{q l{{I MI.NNN OM..CIpµ1MfI CNIp Y4W -�
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CHECK VALVE NO.1 CHECK VALVE KO.a DIFFERENTIAL PRESSURE RELIEF VALVE
K11T14 1 LnLb .. ,._............. ❑ 1 Uaa.a ....... .. ❑ 1 Operate al
TEST 1q upiut.e prRsswe
_ ]. Cbsb ppN.. W 7 Cle{b 4ehl..... ... E Db AN ❑open .................
Clunb............... ....... ❑ CNanea......... .. ........ ❑ CNanb............ ❑ `.i..,
Replaced Rsa.caK
Raascb ,
Nat ... CI Dpic..
salve...................... ClSpd.e„ ❑ 0R9.M.w...... ❑ ;. \r'';..
auq. ._. .. .__.. ..... ❑ 6 . . ... . ❑ Same... ... .............. ❑ n,' '.-,.
p Pin NIwnN .... .... .. ❑ Pm nu'^N ❑ fA.Pnrpm,Were
Ilnp.plv ... .... ... ❑ "'go" .... .... ❑ Uppar ... .... ..... ❑
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........ ❑ IpWN ..................
f OupnwEra ... .... ... ❑ Daai.agm.., ❑ aeaaVaenl ama9 !
ONpl.batewa... ❑. OalN.aotna ❑ Uplee ❑ I i :<
, r
IOMN ............... ❑ Y
Spatw.w.w ❑ (•
Delete.aaacrlaa.............. ❑
TRIAL r '
ttp CNab IIe1K.................... ❑ Cblb IqM.................... ❑ Diameter at ms. Sf
laaueb agawa
RanNLa
i
THE ABOVE REPORT IS CERTIFIED TO BE/RW
IVMM.MI10 IIN{O ar Y /�
wMN1p�FI Ci ICLFitJM .K�>t'"
Public Works Ucparimenl
UESIGN/UTILI'TY ENGINEERING
200 Mill Avenue South v.
Renton. Wsahinsion 980S5 •�«'�r•�•wi"�--- Iwu
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I' ° PUBLIC WORKS DEPARTMENT :
I'" ! DESIGN/UTILITY ENGINEERING 0 235-2631
! MUNICIPAL EUILDINO 300 MILL AVE.SO. RENTON.WASH.elbSS
BACKFLOW DEVICE TEST REPORT w' +
ae+`"
aaGu..mNu — -- GCt
f'fRIC TF✓.r N t: M /bRA OS AL_✓v PARICi•� TSO i ✓w-e- T.
�{
�i�nca we..x,r uwe .n Mraw '
led IMaNMa e'IW Net
.MIWM OIIO./.GIiM\IYMICMC.v4v1 .�
CHICK VALVE NO.1 CHICK VALVE CO a DI[i!N[NTMVNlNUN[MUlT VALVE '
t
.., n 1 Leak ❑ 1 ooNNda,--lee.
INn1AL L Looked ...... ........ ... ............ 'educed'610. l �d
loft
t cleeed M[IN........... ,.... Qd E Cbaed eyel.................. t as nW'pen . ..... ❑ v� i
8
Replaced RePUeed Replaced'. - t •�"- r b
.......... ❑ aN •P'Y •. .
n.
.... .. ❑ Ounle ....... ... ....... ❑ Spoq... ... .. ...... ❑
E Pm'Wme' __..__....... ❑ Ph "www .........._ .... ❑ aePMadm.N,[e
R
Nmae pm_. ..... ....... ❑ Nmaotm................... ❑ u1nme ......_.. ❑
sw ....................... ❑ Seal. ................__.. Cl Le", ................... ❑
A
❑ aede'agn. ..... . . . .. ❑ WPPwanL.n,ed
Cl ORM,edec.ma.............. ❑ WP•, .. ..._..... ❑ ,y;
';. Lo.,.................... ❑ �;
Swat,b.e. ............... ❑
OMa,dunWe.............. ❑ `.
opetw
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T Closed Ylel.................... ❑ Cbod We.................... ❑ uducW Moama roe
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Nnarea
i
1111 A"""PONT to C[NIONto To THUS
ld �T .r.PPF.✓rfousP
alnrNoe.
Public Works Department
DESIGNIUTILITY ENGINEERING
200 Mill Avenue South
Renton, Washington 98055
�— �fr ywY ce;I,
1
PUBLIC WORKS DEPARTMENT
BbILDING DIVISION
CITY OF RENTON, WASHINGTON
APPLICATION ONLY - UNTIL VALIDATEDNF
Owner --- Location of Work
Address
INSPECTIONS FEES
CONSTRUCTION Side Sewer
h torn Sewer
PERMIT Right-of-Way Construction
Sp. Utility Conn. Fee - Water
I4 Water Latecomer Fees
(Public Right-of-Way) Water Inap./Approval Fees .
Sp. Utility Conn. Fees - Sewer
Sewer Latecomer Fees
Swer Inap./Approval Fees
Date Issued Inspection Fees
Special Deposit - CASH BOND
Expiration Data TOTAL M
Description of Weak
and Number of Feet
Contractor Business
License
Address -
Telephone
IT IS UNDERSTOOD THAT THE CITY OF RENTON SHALL BE HELD HARMLESS OF ANY AND ALL
LIABILITY, DAMAGE OR INJURY ARISING FROM THE PERFORMANCE OF SAID WORK.
ANY WORK PERFORM.M WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE MINE BY A
LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING,
CALL 235-26i1 FOR INSPECTION.
Call between 8 AM and 9 AM for APPLICANT
inspection in afternoons call
before 12 Noon the day before
for inspection in morning. PUBLIC WORKS DIRECTOR
SPECIFY TIME FOR INSPECTION.
CALL 235-2620 for street signs CALL BEFORE YOU DIG By
and lighting. 46-HOUR LOCATORS
1-800-424-5555
i
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1 ryn ey, 1�I �R
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all s
j. ij�" •U U77Y41
�P' w KING COUNTY 10S*o.AM
DEPT. OF ASSESSMENTS
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August 24, 1988
R-6501-HAA-032
� �qr
CITY OF REN1ON
tngmeermg ElePt.
,A
Mr. Ronald L. Olsen
y' Utility Engineer
200 Mill Avenue Sou
Renton, Washington
Subject: Special Utility Connection Charge
Boeing Building Number 4-86
a
Dear Mr. Olsen:
This memo is in response to your letter of July 21. 1988. Appar-
ently there was mis-communication regarding the location of our
building and the square footage calculation on which the connec-
tion charge was based. The attached drawing indicates the cor-
rect location and new property line. The square footage should
be 228.000 as we indicated to you in our letter of July 13, 1988.
If you have any questions, please call me at 237-0996 or 953-
4141.
Very truly yours, '
RENTTOO/NN DIVISION
H. A. Arnowi �
v� or
Facilities Permitting F
Organization R-6501
Mail Stop 62-15
Phone (206) 237-0996
Enclosure
„.
Ritass Pi�^� b ke urA l��r,n a lb R Viw(V
Ro cppy�n� rJa la stow" owe•� 1 + y I� •0 �l0 nYYN sn (1V1 rll, r�.(�rh�Y qea t. �y�yQiY
i O J
7. 6 we P+ ie` �I kr. rrre
all
did ® (11
�I(AU1aS nwSY S�11w..11l �k``�''M�.Q \hmf`n` I/aJtri.
^. '1.\%C~ (t4 � fgna 1tq� f •4 r li
Nblo MON
"1k�, >,r ►F��q
41.14-
$1
.+R
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I
PRECONETRUCTION COMMENCE
I
PROJECT, E 4.86 WoVtrmmw DATE:
ADDREEE/LOUTIONt Amow Mt N t N. e+"
PROJECT A Nl' 'IQ( PERMIT P WORK ORDER P
RMRRRRRRRAANMflMRAf RRAMMNRMNMRRRAAARAfbAARRRAAAAARbfNfRRRMRRAMAAARff
TNOIR IN ATTENDANCE
MM COMPANY ►NOWR
rrtA..;C .(Cc,� ��- �e..�n�J[•..,�:/per A4-- &nL G.YZ GX7 F1'T,ZSO
Clsf 4LRia' ik�rv ' SL:'. 4'y8's
AeOac. 6ira�,n Gn 'R� ST. 701 .
JerrX C►A„e -3Ll yv76
,y1 ec�N� 33a-�f31�
MANS VA3
Led _ ref /niA✓snr,gt d a6 9?fi y A,
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/PERMIT BOND BOND NO. 5568695
1
KNOW ALL MEN BY THESE PRESENTS, That we BAUGH INDUSTRIAL
6yr.,
CONTRACTORS, INC. of Seattle, Washington, an Principal, and
SAFRCO INSURANCE COMPANY OF AMERICA, a Washington corporation, _
an Surety, are held and firmly bound unto t,.a CITY OF RENTON,
as municipal corporation of the State of Washington, as Obligee,
in the penal sum of TEN THOUSAND AND NO/100 DOLLARS ($10,000.0o) ,
lawful money of the United States of America, for the payment of
which, well and truly to be made, we firmly bind ourselves and j
each of our hairs, executors, administrators, and assigns,
jointly and severally by these presents, i
Sealed with our seals and dated this loth day of May, 1989.
THE CONDITION OF THE FOREGOING obligation is such, that, WHEREAS,
the above named Principal has applied for a permit pursuant to
- the provisions of Ordinance No. 3205 to do certain work on a
City of Renton roadway, street, alley, avenue or other public
place, during the period ending May 10, 1990.
NOW, THEREFORE, if the above named Principal shall indemnify and
save harmless the City of Renton from all claims, actions or
damages of every kind and description which may accrue as a
result of sopening and/or working upon any roadway, street, alley,
Avenue or other public place by him or those in his employ in
installing or making connections with any public or private sewer
or water system, of any other purpose or object whatever, and that
he will replace and restore such roadway, street, avenue, alley
or other public place to as good a state or condition as at the
time of the commencement of said work and maintain the same in
good order to the decided satisfaction of the City of Renton
Engineer, and that he will comply with All resolutions or instru-
ments relating thereto, then :his obligation to be void; otherwise
to remain in full force and effect.
The liability under this bond is for a period of one year from
May 10, 1989 to May 10, 1990 and may be extended by the Surety
issuing a Continuation Certificate.
BAUGH INDUSTRIAL CONTRACTORS, INC. SAF£CO INSURANCE COMPANY
OF AMERICA
Baru
brik ! son, ey-in-tact
H`t J
50"can.W W Alrplr s t
.. PO DW 3101 !r
SBallb.WA 98124-22P1
L.
July 13, 1988 �-
R-6580-4510
Mr. Ron Olsen, Utility Engineer
Mr. Glen G. Gordon, Fire Marshall
BOE/NO City of Renton
200 Mill Avenue South
Renton, Washington 95055
Subject: Fire Main Agreement ,
Gentlemen:
l-er discussions between Boeing and the City of Renton on
1 July 11, 1988, Boeing makes the following proposal
concerning Lira protection water. To meet the City of
Renton's fire flows and system reliability at the 4-86
Buildtoing Boeing proposes to tie into the existing City of
Renn f ire main per the enclosed sketch.
As agreed during the July llth meeting, Boeing would pay
for all cost associated with this inter tie, but there
would be no charges to Boeing for any upgrades to the City
of Renton main. There would also be no increase to the
water pressure in the City of Renton main, therefore, this
inter tie system would flow only during a substantial drop
in pressure in the Boeing mains.
As also agreed during the July llth meeting, the City of i
Renton will charge Boeing their special utility connection
charge for only that area under and around the 4-86
Building. Boeing proposes that this be the area e�olos
by the fire main loop around this builjng ,,, 228,00
square feet.
233,,039 �e K/Nb Ce. 4SS =SFi&VCES
Tt. = //Z rc.32/. Sb ,Oe.�+ti — R st8 400 dy�
Uric. CO AM), X.•�
Crh4e<E frZol. ,00
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f R-6580-4510
I �
If this proposal is agreeable to the City of Renton, it is a
I understood that the foundation approved would
building Boeing permits
for
then
the 4-86 Building will PP
inter tie, would acquire a permit
commence design for this
e new line before final occupancy
for, and would install th
of the 4-86 Building.
E/NG it tgpecerproOsal videdeandpraturn table apopy to ulease sn this letter in
the
sincerely, /)
7- 7� ---
Lee T Iiedin, senior waneger
Facilities Engineering, R-6C01 I
sn� nF
Approved:
Lee T. Hedin
Ron clean C en G. or on t.
Utility Engineer Fire Marshal
cc: G. Gordon
J. Ranson
O. J. wasterlund
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WATER - FIRE
RENTON PLANT
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KING COUNTY .un o:ai�r°a
DEPT OF ASSESSMENTS
bb ��
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V
z tr ae
y: ADDENDUM NO 1
a.
M This Addendum modifies the original Bid Documents dated -
�, Bidders shall acl,ncwladge receipt of this Addendum in the
space provided in the Bid Form.
i 1 The text of the Documents is changed as follows, :
8ebtlon - Paae Subiect and Chance
02665-2 Through Paragraph 2.3Ai delete the paragraph in
02665-3 its entirety and add "General, Where shown � e on the plane or in the specifications or
required by the owner, Joint restraint "-•
systems shall be used in addition to
concrete thrust blocks. The following
Joint restraint systems shall be used,
14�r1t
1 Restrained Joint type pipe for pipe #f'
located in the casing pipe.
2. Restrained Joint type pipe or tie
rods at all other locations.
S. Restrained Joint type pipe shall comply .a,,,.°s. ,
with CM push-on Joint requirement.* of
AWWA ClIl and shall be capable of being
deflected after assembly, Joints „N
requiring field welding or set screws
are not acceptable. The restrained
Joint type pipe and fittings shall be
of the 'boltless' design such as Flex
Ring joint manufactured by Ame ican
Cast Iron Pipe Co., Birmingham, All
Super-Lock by Clow Corp„ Oak Brood, t.
11; TR Flex by U.S. Pipe and Foundary
Co. , Birmingham, Al or an approved
Equal
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C. The tie-rod Joint restrain system shall
be manufactured by Star National
Products, 1323 Holly Avenue, P.O. Box a
58, Columbus, Ohio 43216 or an . �
approved equal. The following system
components shall be used,
1. Materials, Steel types used shall l
used,
a. Nigh strenght low-alloy, steel
fcor-t*n?, ABTM A2421 heat-
tr*atsd, superstar `SSTs series.
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2. Items to be galvanized shall most
the following requirements,
F*`
a. ASTM A153 for gale. iron and
steel hardware.
b. ASTM A= for galy, rolled, pres-
sed and forged steel shapes.
e - 3. Joint restrainer system components,
The following system components
shall be used,
a. Tiabolti ASTM A242, Type2, hot-
dipped galy.1 SST 7531 3/4 "
for 14" to 24" meth. Joints.
b. Tiem.rt, 3/4", ASTM A563, Or. A,
hot-dipped gale.
c. Tiecouplingl S 10, For 3/4"
Tierodal ASTM A563 Grade Al
Hot-dipped gals.
d. Tierod, Continuous threaded rod
for cutting to desired lengthsl
Hot-dipped galy.1 SS12& 3/4" die.
ASTM A':42, type 2.
e. Tiewasher, Round flat washorul
Hat-dipped galy.l ASTM A242,
1436.
02"5-4 Paragraph 2.7A.1 change "Pipe Support
Runners Model PI" to "Pipe Support
Runners Model M-12"
Srawine Mlebsr Subtact and Chance
C14 Notac Restrain all pipe loints within
stwl e•aine per labia 3 en C16 for •
45 decree bend. Change to "No tea
Restrain all pipe Joints within steel
using par Specification Section 02665,
Para. 2.3 30INT RESTRAINT" as modified
by this Addendum No.l.
C14 STCT113N Al Change pipe support runners
to "Calpica Model M-12 or equal"
C17 WATER UTILITY - S RAL NOTES Note number
16. Change the words "(shackle rods,...
Ohio" to "shall conform to Specification
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Section 02663, Para. 2.3, JOINT RESTAINTrr
r`. am modified by this Addendum No. I.
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• CECTION 020a0- EROCION CONTROL
1
PART 1 -GENERAL -
L1 RFI ATED DOCUMENIs
A. Drawings and general provisions of CoWraeL including General
and Supplementary Conditions and Division 1 Specification
sections,at ply to work of this section.
B. Wotk relates to this section is specified in: t
I. Section C2210 - Earthwork
1.2 DESCRIPTION OF WORM
A. The work includes providing, installing, and maintaining
temporary erosion control measures In control and minimise
possible soil erosion at the project site.
W The Contractor shall comply with the requirements of the City of
Renton or other governing agencies and with other local
requirements for erosion Control. The materials and procedures
indicated herein arc provided to set a minimum standard. The
location and extent of the required work shall be shown on
drawings and described in the Erosion Control Plan to be prepared
by the Contractor.
1.3 SUBMITTALS
A. Product Data: Submit manufacturer's descrolive product
literature for filter cloth.
�$T 2 • PRODUCTS
2.1 Fit TER CLOTH
A. Shall be a synthetic, permeable barrier sheet that is resistant to
soil chemicals and mildew, stable under freeze-thaw Cycles, will
not shrink or expand under wet conditions, and will not unravel
or become clogged during use. The filter cloth shall have a
minimum grab tensile strength of 120 pounds according to ASTM I
D 1682. Allowable open area shall not exceed ten percent and
shall not be less then four percent. Percent open area is defined
as the summation of the open areas divided by the total area of
the filter cloth. Equivalent Opening Size(EOS) shall not be larger 1
than the U.S. Standard sieve No. 70. EOS is defined as the
number of the U.S. standard sieve having openings closest in size
to the filter cloth Openings. t
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02050.1
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PART 3 - EXECUTION
3.1 GENERAL
A. Install silt fences and straw bale barriers at locations around the
site of the work, before work begins, to control all sediment and
silt runoff from the worksite. Make such measures functional
before disturbing existing conditions. 4
B. Adjust the location and extent of the fencing sad barriers to suit i
the actual conditions encountered during the course of the work.
3.2 STRAW BALE BARRIERS
A. Place bales in a single row, lengthwise, perpendicular to the now, '
with ends of adjacent bales tightly abutting one another.
B. Install bales so that bindings are oriented around the sides rather
Aw than along the tops and bottoms.
C. Excavate a trench the width of a bale, the length of the barrier,
and at least 4 inches deep. After the bales are staked and
chinked, backfill the excavated material against the upstream side
of the barrier as shown on the drawings, and compact the backfill
without damage to the barrier.
D. Securely anchor each bale by at least two stakes or teases driven
through the bale. The first stake in each bale shall be driven
toward the previously laid bale to force the bales together. Stakes
or rebars shall be driven deep enough into the ground to securely
anchor the bales.
E. The gaps between bales shell be chinked (filled by wedging) with
straw to prevent water from escaping between the bales. Scatter
loose straw over the area immediately upstream of the barrier.
F 3.3 SILT FENCE BARRIERS
A. Supply the filter fabric in a continuous roll to avoid the use of I
more joints than necessary. Where joints are necessary, splice the I11
filter fabric together only at a support post, with a minimum 6
inch overlap, and securely sealed.
B, Install support posts a maximum of 10 feet apart and drive
securely into the ground.
Excavate a trench 4 inches wide, 4 inches deep, and the length of
the silt fence along the line of the posts, and upslope from the silt
fence.
D. Securely fasten the wire mesh support to the upslope side of the
posts, using heavy duty staples at least I inch long, tic-wirq, or
hog rings Extend the wire into the trench of least : inches.
02050-:
E. Fasten the filter fabric to the fence with staples or wires and
extend the fabric into the trench at least g inches.
° F. Baekfill the trench with excavated material and compact the
{FF backfill without damaging the barrier.
3.4 CAHF OF WATER
'ppp� A. Contractor shall be responsible for construction and/or Provision
p of facilities to intercept and safely remove surface and subsurface
water entering all work areas without causing erosion of the site.
Refer to Section 02210 for additional requirements.
B. Design, supply, construct, install, operate and maintain dewatering
facilities including dikes, sediment basin& and lisps, channels, i
pumrs and any other measures or equipment necessary to maintain
the project site free from water erosion and to protect the
adjacent lake from being contaminated by water pollutants
associated with water erosion and construction activities.
3.5 MAINTENANCE
I
i` A. Straw Bale Barriers:
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1. Inspect barriers immediately after each rainfall and at
least daily during prolonged rainfall
2. Repair immediately any signs of damaged bales, end runs,
and undercutting beneath bales. Replace bales as necessary.
3. Remove sediment deposits after each rainfall and when the
level of deposition reaches half the height of the barrier.
Dispose of sediment offaite union otherwise directed by
Owner.
a. Silt Fence Barriers:
i1
1. Inspect barriers immediately after each rainfall and at F
least dat,y during prolonged rainfall 1111
Repair immediately any signs of deficient suPPprit,
decomposed or ineffective filter fabric, leaks at joints, or
other signs of inadequate performance.
3. Remove sediment deposits after each storm event, and
when deposits reach half the height of the barrier. Dispose
of sediment offsite unless otherwise directed by Owner.
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C. Drainage Trenches and Culverts:
1
1. Repair all eroded areas in sweles and drainage trenches.
Install additional rip-rap where original rip-rap does not
control erosion at storm sewer outfalts. Regrade ditches
and clean out silted culverts and pipes as necessary to
provide free drainage.
3.6 FINAL DISPOSITION OF EROSION CONTROL MEASURES
Upon completion of all work, and notification and coordination with
Owner. Contractor shall remove all erosion control measures from this .j
site.
4
END OF SECTION 02053
02050•4
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SECTION 03320 - CONCRETE WORK
PART I - GENERAL
1.1 RELATED DOCUMENTS _
I
A. Drawings and general provisions of Contract, including General
and Supplementary Conditions and Division I Specification
sections, apply to work of this section.
5
1.2 DESCRIPTION OF WORK
A. Work Included: Furnish all materials, labor, and equipment for
providing structural supports and forma for all concrete work
including removal of all supports and forms. Furnish, detail, cut,
bend and place all concrete reinforcement and inserts/embedments
required for concrete work, including anchor bolts. Furnish,
place, and finish premixed concrete and related materials for all
concrete work. The extent of concrete work is indicated on the
drawings.
1.3 CODES AND STANDARDS
Comply with provisions of the most current edition of the following
codes, specifications and stands,ds, except where more stringent
requirements are shown or specified.
A. American Association of State Highway and Transportation
Officials (AASHTO)
• M 182 Burlap Cloth
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B. American Concrete Institute (ACq Specifications and Publications:
P
301 Structural Concrete for Buildings
304 Measuring, Mixing, Traaporting, and Placing Concreta
305 Hot Weather Concreting
306 Cold Weather Concreting
315 Detailing Reinforced Concrete Structures p
347 Concrete Formwork t
s
C. American Society for Testing and Materials (ASTM)
specifications:
A 82 Cold, Drawn Steel Wire
A 195 Welded Steel Wire Fabric
A 615 Deformed and Plain Billet Steel Bars
C 31 Making and Curing Concrete 'Test Specimensi
C 33 Concrete Aggregates
C 39 Compression Strength of Cylindrical Concrete Specimens
C 42 Obtaining and Testing Drilled Cores }
C 94 Ready-Mix Concrete {
C 143 Slump of Concrete [({
03320-I
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C. (continued):
C 150 Portland Cement
C 171 Sheet Materials for Curing Concrete
C 172 Sampling Freshly Mixed Concrete
C 173 Air Content of Freshly Mixed Concrete
C 231 Air Content of Freshly Mixed Concrete
C 260 Air-Entraining Admixtures for Concrete -
C 309 Liquid Membrane-Forming Compounds for Curing Concrete
C 618 Fly Ash and Raw or Calcinated Natural Pozzolan
D. Concrete Reinforcing Steel Institute (CRSI) Publications
Manual of Standard Practi,e, 24th Edition
Placing Reinforcing Bars, 5th Edition
E. U.S. Lepartment of Commerce Product Standards:
PS-I Construction and Industrial Plywood
F. U.S. Corps of Engineers Specifications:
CRD-0572 Specification for Polyvinyl Chloride Waterstop i
1.4 O IA ITY ASSLIRANSE
A. Uesip^ T Concrete forms and falsework, and/or shoring,
shot 10 meet the requirements of the type of concrete,
seq'� 'ug, schedule and other items of the project.
B. Toting:
1. Concrete Testing Service: The Owner will engage a toting
laboratory to perform naterial evaluation tests. The
Contractor shall coordinate all of his activities with this
testing laboratory and shill notify the testing laboratory at j
least 24 hours in advance of scheduled activities.
2. Materials and installed work may require testing and
retesting, as directed by the Owner, at any tit during
Progress of work. Contractor shall allow free .cess to
material stockpiles and facilities. j
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L5 S IBMITTA c �
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A. The following documents shall be submitted for approval before
any concrete work can start: -
1. Product Data; Submit data for all proprietary materials
and items, including reinforcement and forming accessories,
concrete admixtures, patching compounds, waterstops, joint i
systems,curing compounds, bonding agents, etc.
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2. Reinforcing Steel: Submit mill certificates for each heat of
reinforcing steel, indicating specification compliance
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03320-2 -
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regarding strength and chemistry of reinforcing steel to be
furnished.
3. Concrete Mix Design: Submit for approval all proposed
p ' concrete mix designs, indicating matc0al contents per cubic
yard of concrete, to the Owner at least 13 days prior to
start of work. Include compressive strength, yield, air
content, slump, and water/cement ratio of each proposed
mix. Submit certificates of conformance for all ingredients
of the concrete. Do not begin concrete production until
mixes have been reviewed by the Owner.
4. Shop Drawings: Tim Contractor shall submit shop drawings
for fabrication, bending, placement, and support of all
concrete reinforcement, embedded plates, and accessories.
Shop drawings shell comply with ACI 315. and shall show
bar schedules, stirrup and tie spacing, diagrams for bent
bars ■ d cutting diagram, arrangements, and assemblies.
Shop drawings for all embedded plates, acessoria, and
other items shall indicate method Of support.
PART 2 - PRODUCTS
2.1 FORM MATERIALS_
A. Forms for Exposed Finish Concrete.
I. Unless otherwise indicated,construct formwork for exposed
concrete surfaces with plywood, metal, metnbframed
plywood faced or other acceptable panel-type materials, to
provide continuous, straight, smooth, exposed surfaces.
Furnish in largest practicable sizes to minimise number of
joints and to conform to joint system shown on drawings.
Provide form material with sufficient thickness to
withstand pressure of newly-placed concrete without bow
or deflection.
Use plywood complying with U.S. Product Standard PS-1
-B-B (Concrete Form) Plywood", Class I, Exterior Grade or
y better, mill-oiled and edge-sealed, with each piece bearing
legible inspection trademark.
5 B. Forms for Unexposed Finish Concrete. Form concrete surfaces
which will be unexposed in finished structure with plywood,
lumber, metal or other acceptable material. Provide lumber
dressed on at least 2 edges and one side for tight fit. ;
IA 03320.3 I
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C. Form Coatings: Provide commereia formulation form-coating
compounds that will not bond with, stain nor in any way
adversely affect concrete surfaces, and will not leave any bond-
inhibiting residues or impair subsequent treatments of concrete
surfaces.
2.2 REINFORCING MATERIALS
A. General: All reinforcing materials shall be new and free from
loose rust, scale, grease, dirt, or any other coating or foreign +
substance that would reduce bonding.
B. Reinforcing Bars: ASTM A 615, including supplement SI, Grade
60, deformed.
C. Steel Wire: ASTM A 82, plain, cold-drawn, steel.
D. Welded Wire Fabric: ASTM A 185, welded steel wire fabric.
E. Supports for Reinforcement: Provide supports for reinforcement
A
including bolsters, chairs, spacers and other devices for spacing, a
supporting and fastening reinforcing bars and welded wire fabric
in place. Use wire bar type supports complying with CRSI
specifications, unless otherwise acceptable.
2.3 CONCRETE MATERIALS
A. Portland Cement Portland cement for use in mixes without p
flyash shall be Type 1-11 or Typ< 11 conforming to AS"fM C 150.
Portland cement for use in mixes with flvath shall be Type 1 or
Type 1-11 conforming to ASTM C 150. ,It-up concrete, use
Type I at Type III conforming to ASTM ,SC. t Ise one brand of
cement for all concrete work unless otherwise approved by the
Owner.
B. Flyash: If flyash is used, it shall meet the rzquirements of ASTM
C 618, Type F, with the added provisions that the loss on ignition
shall not exceed 1% and that the flyash is stored in a separate silo
from that of cement. Split bins are not acceptable.
C. Normal Weight Aggregates: ASTM C 33. and as herein specified.
Provide aRBregates from a single source for exposed concrete. The
maxima... size of coarse aggregate shall not be larger than three
fourths of a minimum clear spacing between reinforcing steel
bars and/or between reinforcing steel bars and top or side or
bottom surface of the concrete. Lightweight aggregate or
aggregate larger than 1.1/2 in. shall not be used.
D Water: Drinkable,
E. Air-Entraining Admixture: ASTM C 260, with dosage rates in
accordance with manufacturers recommendations to meet the air
content specified herein.
03310-d
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F. Water-Reducing Admixture: ASTM C 494, Type A, D. F. or G,
and contain not more than 0.1% chloride ions. Dosage rates shall
be in accordance with manufacturer's recommendations, to control
the desired workability and water/cement ratio of the mix,
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a G. Calcium chloride or any admixtures containing more than 0.1%
chloride ions shall not be used. In addition, admixtures that
increase bleeding shall not be used.
2.4 MISCELLANFO iQ MAT RIA c
A. Grout
1. Grout under column baseplatcs or other structural steel or
miscellaneous steel shall be 'MasterFlow 928' by Master
Builders, Kent, Washington or as approved by the Owner.
2. � rout for tilt-uf concrete panels shall be 'Set Grout' as
manufactured by Master Builders or as approved by the
Owner.
B. Floor Curing and Sealing Compound: Use 'Flex Cure Seal' 10-55
curing agent and sealer as manufactured by SEA CHEW. t
C. Absorptive Cover: Burlap cloth made from
weighing lute or kena
8 8 approximately 9 oz. per sq. yd., complying with AASHTO ,
M 182, Class 2.
D. Moisture-Retaining Cover: One of the following, complying with •�`
ASTM C 171: t ;.
1. Waterproof paper
2. Polyethylene film
3. Polyethylene-coated burlap
E. Liquid Membrane Forming Curing Compound: Liquid type
membrane-forming curing compound complying with ASTM C 309,
Type 1, Class A unless other type acceptable to the Owner.
Moisture loss not more than 0055 gr./sq. cm. when applied at 200
sq. ft./gal.
2.5 PROPORTIONING AND D el N OF A IX c
A. General: Prepare design mixes for each type and strength of
concrete by either laboratory trial batch or field experience
methods as specified in ACI 301, If trial hatch method used, use
an independent testing facility acceptable to the Owner for
preparing and reporting proposed mix designs. Ti- testing
facility shall not be the same as used for field quality control
tcsbng unless otherwise acceptable to the Owner.
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03320-5
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B. The proportions of aggregate to cement for any concrete shall be
selected to produce a mixture which will readily work into corners
and angles of the forms and around reinforcement and embedded
items with the least possible segregation of the material or
allowing excess free water to collect on the surface.
C Design mixes to provide .formal weight concrete with the
j following properties and proportions as indicated on drawings and
schedules. Maximum aggregate size as indicated below unless
f Mherise limited by paragraphs 2.3.0 and 2.5.6.
- 1. Class "A" Concrete: P'de caps, basement slabs on grade,
grade beams, lie beams, walls, and infill for steel pipe Piles.
Minimum Strength: 3,000 psi at 78 days
Maximum water to cement ratio: 0.45 (by weight, including
free water)
f Maximum Slump: 3"
Maximum aggregate size: 1-1/2"
Air content: 5% 3, 1%
D. Adjustment to Concrete Mixes: Mix design adjustments may be
requested by Contractor when characteristics of materials, job
conditions, weather, test results, or other circumstances warrant; at
no additional cost to Owner and as accepted by the Owner.
Laboratory test data revised mix design and strength results must i
be submitted to and accepted by the Engineer 15 days before
using in work.
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E. Admixtures:
I. A water-reducing admixture or high range water-reducing
admixture (super plasticizer) shall be used in concrete for ,
placement and workability.
2. Concrete containing high range water-reducing admixture
(super plasticizer) shall have a maximum slump of not more
than 8" after addition of this admixture to verified 3' or 4"
slump concrete. j
F. ConcrrtC Mixes shall comply with the requirements of ASTM C 94,
AL'Crnate Procedure No. 2, and as herein specified.
4
1. During hot weather, or under conditions contributing to
rapid setting of concrete, a shorter mixing time than
specified in ASTM C 94 may be required.
When air temperature is between 35OF (300C) and 90OF
(32oC), reduce mixing and deliver time from 1-1/2 hours to
75 minutes, and when air temperature is above 90OF (320C)
reduce mixing and delivery time to 60 minutes.
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PART 3 - EXECUTION
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3.1 GENERAL
A. Perform all work in accordance with ACI 301.
1 M
j 3. FORM
i A. Design, erect, support, brace and maintain formwork to support
i vertical and lateral loads that might be applied until such loads
can be supported by concrete structure. Construct formwork so
concrete members and structures are of correct size, shape,
alignment, elevation and position. Compl: with ACI 347 and as
herein specified.
B. Design formwork to be readily removable without impact, shock
or damage to cast-in-play- concrete surfaces and aJjacent -
materials.
C. Construct forms to sizes, shapes, lines and dimensions shown, and
to obtain accurate alignment, location, grades, level and plumb
work in finished structures. Provide for openings, offsets,
- sinkages, keyways, recesses, moldings, rustication, reglets,
chamfers, blocking, screeds, bulkneads, anchorages and inserts,
and other featurea required in work. Use selected materials to
obtain required finishes. Solidly butt joints and provide beak-up
at joints to prevent leakage of cement paste.
D. Fabricate forms for easy removal without hammering or prying
against concrete surfaces. Provide crush plates or wrecking plate
where stripping may damage east concrete surfaces. Provide top
forms for inclined surfaces where slope is too steep to place
concrete with bottom forms only. Kerf wood inserts for forming
keyways, reglets, recesses, and the like, to prevent swelli ill and fat i
easy removal. I
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E. Provide temporary openings where interior area of formwork is �
inaccessible for cieanout, for inspection before concrete
placement, and for placement of concrete. Securely brace
temporary openings and set time to forms to prevent loss of
concrete mortar. Locate temporary openings on forms at
inconspicuous locations. If
F. Chamfer exposed corners and edges, 3/4• lyrical, unless otherwise i
indicated using wood, metal, PVC or rubber chamfer strips
fabricated to produce uniform smooth lines and tight edge joints.
Drawings will not show chamfers in general
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G. Form Ties: Factory-fabricated, adjustable-length, removable or
snapoff metal form ties, designed to prevent form deflection, and
to prevent spatting concrete surfaces upon removal. Unless
otherwise indicated, provide ties so portion remaining within
concrete after removal is 1' minimum inside concrete and will not
leave holes through the concrete r larger than 1' diameter in
concrete surf act.
H. Provisions for other trades: Provide openings in concrete ,Sag
formwork to accommodate work of other trades. Determine size
and location of openings, recesses and chases from trades
providing such items. Accurately place and securely support items
built into forms. yr '
1, Cleaning and Tightening: Thoroughly clean forms and adjacent
surfaces to receive Concrete. Remove chips, wood, sawdust, dirt or
other debris just before concrete is placed. Retighten forms and r$
bracing after concrete placement is required to eliminate mortar
leaks and maintain proper alignment. `;3t
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3.3 PLACING REINFORCEMENT
A. Comply with Concrete Reinforcing Steel Institi e's recommended
practice for 'Placing Reinforcing Bars', for details and methods of ,
reinforcement placement and supports, and as herein specified.
B. Clean reinforcement of loose rust and mill scale, earth, ice, and
other materials which reduce or destroy bond with concrete.
C. Accurately position, support and secure reinforcement against
displacement by formwork, construction, or concrete placement
operations. Locate and support reinforcing by metal .hairs,
runners, bolsters, spacers, and hangers, as required.
D ^lace reinforcement to obtain at least minimum coverages for
concrete protection. Arrange, space and securely tie bars and bar
supports to hold reinforcement in position during conctete
placement operations. Set wire ties so ends are directed into
concrete, not toward exposed concrete surfaces.
E. Install welded wire fabric in as long lengths as practicable. Lap
adjoining pieces at least one full mesh and lace splices with wire.
Offset end laps in adjacent widths to prevent continuous laps in
either direction.
F. For concrete placed over metal deck, accurately locate
reinforcement above the metal deck as shown on the drawing
prior to concrete pour.
03320-g
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3.4 PLACING ANCHOR BOLTS AND EMBEDDED METALS
A. The Contractor shall accurately place anchor bolts and embedded
metals to the dimensions shown on the drawings. Anchor bolts
and embedded metals shall be positively scoured and supported
prior to placing concrete. Welding shall not de permitted. -
B. Before placing concrete, the Contractor shall grease the threaded
portions of anchor bolts that project above the concrete surface. „
C. Before placing concrete, the Contractor shall ensure that the
embedded portions of anchor bolts and embedded metals are free
from grease, oil, paint, or other materials that would adversely
affect the bond with concrete.
D. During cold weather, the Contractor shall provide protection -
against trapped water freezing in anchor bolt sleeves.E. Anchor bolts and embedded metals installed by the Contractor
which are not located as shown on the drawings or are out of
alignment shall be removed from the work and replaced by the
Contractor at his expense, unless the Owner grants permission to
modify the design of subsequent work. In the event the Owner
grants permission, the Contractor shall reimburse the Owner for
additional cost* incurred by additional wnrk by a third party.
F. Anchor bolts or embedded meals installed incorrectly must be
reported to the Owner immediately after the error is discovered. t`
Resolution of the discrepancy shall be as directed by the Owner.
3.5 JOINTS
A, Construction Joints: Locate and install construction joints as
indicated or, if not indicated, locate so as not to impair strength
and appearance of the structure, as acceptable to the Engineer.
B. At construction joints, clean the surface of the previous pour of `
all laitance by wet or dry sandblasting or other approved means.
The roughened surface shall have an amplitude of 1/4 inch. Wet
the entire surface within 24 hours of placing the new pour. At
horizontal surfaces, the intent is to keep the entire surface wet `t
but not have any ponding of water.
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C. Provide keyways at least 1-1/2" deep in construction joints in
slabs; accepted bulkheads designed for this purpose may be used
D. Place construction joints perpendicular to main reinforcement. *a
Continue reinforcement across construction joints.
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03320-9 f
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E. installation of Embedded Items:
i. General: Set and build into work anchorage devices and
other embedded items required for other work that is
attached to, or supported by, cast-in-place concrete. Use
setting drawings, diagrams, instructions and directions
provided by suppliers of items to be attached thereto.
2. Edge Forms and Screed Strips for Slabs: Set edge forms or
bulkheads and intermediate screed strips for slabs to obtain
required elevations and contours in finished slab surface.
Provide and secure units sufficiently strong to support
types of screed strips by use of strike-off templates or
i• accepted Compacting type screeds
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F. Preparation of Form Surfaces:
1. Clean re-used forms of concrete matrix residue, repair and
Patch as required to return forms to acceptable surface
condition.
2. Coat contact surfaces of forms with a form-coating
compound before reinforcement is placed.
3. Thin form-coating compounds only with thinning agent of
type, and in amount, and under conditions of form-costing
compound manufacturer's directions Do not allow excess
form-coating material to accumulate in forms or to come
into contact with in-place concrete surfaces against which i
fresh concrete will be placed. Apply in Compliance with
manufacturer's instructions.
C If steel forms are reed then coat forms with a non-staining,
rust-preventative form oil or otherwise protect against
rusting. Rust-stained steel formwork is not acceptable.
3.6 CONCRETEPIArFMFNT
A. Preplacement Inspection: Before placing concrete, inspect and
complete formwork installation, reinforcing steel, and items to be
embedded or cast-in. Notify other crafts to permit installation of
their work; cooperate with other trades in setting such work.
Moisten wood forms immediately before placing concrete where
form coatings are not used. Coordinate the installation of joint
materials and moisture barriers with placement of forms and
reinforcing steel.
B. General: Comply with ACI 304 and as herein specified. Deposit
concrete continuously or in layers of such thickness that no
concrete will be placed on concrete which has hardened
sufficiently to cause the formation of seams or planes of
weakness. If a section cannot be placed continuously, provide
construction joints as herein specified. Deposit concrete as nearly
as practicable to its final location to avoid segregation.
03310-10
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C Placing Concrete in Forms:
I. Deposit concrete in forms in horizontal layers of deeper
than 24" and in a manner to avoid inclined construction
joints. Where placement consists of several layers, place
each layer while preceding layer is still plastic to avoid
cold joints.
Consolidate placed concrete by mechanical vibrating
cquipment supplemented by hand-spading, prodding or
tamping. Use equipment and procedure for consolidation
of concrete in accordance with ACI 300.
I
3. Do not use vibrators to transport concrete inside forms.
Insert and withdraw vibrators vertically at uniformly
spaced Incations not farther than visible effectiveness of
machine Place vibrators to rapidly penetrate placed layer
and at least 6• into preceding layer. Do not insert vibrators
into lower layers of concrete that have begun to set. At each insertion limit duration of vibration to time necessary
to consolidate concrete and complete embedment of
reinforcement and other embedded items without causing
segregation of mix.
i
C. Placing Concrete Slabs. Deposit and consolidate concrete
slabs in a continuous operation, within limits of
construction joints, until the placing of a Panel or section
is completed.
S. Consolidate concrete during placing operations so that
concrete is thoroughly worked around reinforcement and
other embedded items and into corners.
6. Bring slab surfaces to correct level with straightedge and
strikeoff. Use bull floats or darbies to smooth surface, free
of humps or hollows. Do not disturb slab surfaces prior to
beginning finishing operations.
7. Maintain reinforcing in proper position during concrete
placement operations.
D. Cold Weather Placing: i
F
I. Protect concrete work from physical damage or reduced
strength which could be caused by frost, freezing actions,
or low temperatures, in compliance with ACI 306 and as
herein specified.
2. When air temperature has fallen to or is expected to fall
below 40OF (/0C) uniformly heat water and aggregates
before mixing to obtain a concrete mixture temperature of i
not less than 50OF (100C), and not more than 800F (270C) '
at point of placement.
03320.11
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3. Do not use frozen materials or materials containing ice or
now. Do not place concrete on frozen subgrade or �a
subgrade containing frozen materials.
a. Do not use calcium chloride, sell and other materials
containing antifreeze agents or chemical accelerators.
E. Hot Weather Placing:
1. When hot weather conditions exist that would seriously
impair quality and strength of concrete, place concrete in
compliance with ACI 305 and as herein specified.
2. Cool ingredients before mixing to maintain concrete
temperature at time of placement ' auw 90OF (320C). -
Mixing water may be chilled, or ehor,ed ice may be used
to control temperature provided water equivalent of ice is -
calculated to total amount of mixing water. Use of liquid
nitrogen to cool concrete is Contractor's option.
3. Cover reinforcing steel with water-soaked burlap if it
becomes too hot, so that steel temperature will of exceed
the ambient air temperature immediately before embedment
in concrete.
e. Fog spray forms, reinforcing steel and subgrade just before
concrete is placed.
5. Use water-reducing retarding admixture (Type D) when
required by high temperatures, low humidity, or other
adverse placing conditions.
l
3.7 FINISH OF FORMED SURFACES
i
A. Rough Form Finish. For formed concrete surfaces not exposed to
view in the finish work or by other constru^lion, unless otherwise i
indicated. This is the concrete surface having texture imparted by
form facing material used, with the tie holes and defective areas
repaired and patched and fins and other projections exceeding f
1/e' in height rubbed down or chipped off, P
B. Smooth Form Finish: For formed concrete surfaces exposed to
view, or that are to be covered with a coaling material applied
directly to concrete, or a covering material applied directly to
concrete, such as waterproofing, dampproofing, painting or other
similar system. This is as-cat concrete surface obtained with
selected form facing materiel, arranged orderly and symmetrically
with a minimum of reams. Repair and patch defective area with
fins or other projections completely removed and smoothed.
03320.12 ,2
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C. Related Unformed Surfaces: At tops of wells, horizontal offscts,
and similar unformed surfaces occurring adjacent ti formed
surfaces, strike off smooth and finish with a texture matching
adjacent formed surfaces. Continue final surface treatment of
formed surfaces uniformly across adjacent unformed surfaces,
unless otherwise indicated
3.8 CONCRETE CURING AND PROTECTION
A. General:
I. Protect freshly placed concrete from premature drying and
excessive cold or hot lempermures.
2. Start initial curing as soon as free water has disappeared
from concrete surface after placing and finishing. Weather
permitting, keep continuously moist for not less than 7
days.
3. Begin final curing procedures immediately following initial
curing and before concrete has dried. Continue find
curing for at least 7 days In accordance with ACI 301
procedures. Avoid rapid drying at end of final curing j
period.
B. Curing Methods:
1, Perform curing of concrete by curing and scaling
compound, by moist curing, by moisture-retaining cover
curing,and by combinations thereof, as herein specified.
2. Provide moisture curing by following methods.
a, keep concrete surface continuously wet by covering -
with water.
b. Continuous water-fog apny.
c. Covering concrete surface with specified absorptive i
cover, thoroughly saturating cover with water and
keeping continuously wet. Place absorptive cover to
provide coverage of concrete surfaces and edges,
with a• lap over adjacent absorptive covers.
3. Provide moisture-cover curing by covering concrete
surfaces with moisture-retaining cover for curing concrete,
placed in widest practicable width with sides and ends
lapped at least P and sealed by waterproof tape or i
adhesive. Immediately repair any holes or tears during
curing period using cover material and waterproof tape.
I
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03320.13
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4, Provide curing and sealing compound to interior slabs and
to exterior slabs, walks, and curbs, as follows: (,#
a. Apply specified curing and sealing compound to
concrete slabs as soon as final finishing operations
are complete (within 2 hours). Apply uniformly in
continuous operation by power-spray or roller in
accordance with manulacturer's directions. Recoat
area subjected to heavy rainfall within 3 hours
after initial application. Maintain continuity of
costing and repair damage during curing period
b. Do not use membrane curing compounds on surfaces
which are to be covered with costing material
applied directly to concrete, liquid floor hardener, ! '
waterproofing, dampproofing, membrane roofing,
fluorine (such as ceramic or quarry tile, alue-down
carpel), painting, and other coatings and finish
materials, unless otherwise acceptable to the Owner.
S. Curing Formed Surfaces: Cure formed concrete surfaces,
including undersides of beams, supported slabs and other .
similar surfaces by moist curing with forms in place for
full curing period or until forms are removed, if forms are
removed, continue curing by methods specified above, as
applicable.
6. Curing Unformed Surfaces: Cure unformed surfaces, such f
as slabs, floor topping, and other flat surfaces by
application of appropriate curing method.
3.9 REMOVALOFFORMS
A. Formwork not supporting weight of concrete: Formwork for sides
of beams, wells, columns, and similar parts of the work, may be
removed after cumulatively curing at not less than 30OF (100C) i
for 24 hours after placing concrete, provided concrete is i
sufficiently hard to not be damaged by form removal operations,
and provided curing and protection operations are maintained. s
9, Formwork supporting weight of concrete: Formwork for beam
soffits, joints, slabs and other structural elements, may not be
removed in compressive strength at 29 days. Determine potential
compressive strength of in-place concrete by testing field-cured
specimens representative of concrete location or members.
C. Form facing material: Materials may be removed 4 days at ter
placement, only if shores and other vertical supports have been
arranged to permit removal of form facing material without
loosening or disturbing shores and supports.
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03320-14
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3.10 RE-USE OF FORMS
A. Clean and repair surfaces of forms to be re-used in work. Split,
frayed, delaminated or otherwise damaged form facing material
will not be acceptable for exposed surfaces. Apply new form
costing compound as specified for new formwork.
W When forms are extended for successive concrete placement,
thoroughly clean surfaces, remove fins and laitance, and tighten
forms to close joints. Align and secure joint to avoid offsets. Du
not use 'patched' forms for exposed concrete surfaces, except as
acceptable to the Owner.
3.11 MIS_(7ELLANEOI)S CONCRETE ITEMS
46. A. Filling-in: Fill-in holes and openings left in concrete structures
for passage of work by other trades, unless otherwise shown or
directed, after work of other trades is in place. Nix, place and
cure concrete as herein specified, to blend with in-place
construction. Provide other miscellaneous concrete filling shown
or repuired to complete work.
3.12 CONCRETE SURFA E K PAIRS
A. Patching Defective Areas: j
L Repair and patch defective areas with cement mortar
immediately after removal of forms, when acceptable to the i
Owner.
Cut out honeycomb, rock -ckets, voids over I/V in any
dimension, and hoses left c, tie rods and bolts, down to
solid concrete but, in no case to a depth of less than 1 .
Make edges of cuts perpendicular to the concrete surface.
Thoroughly clean, dampen with water and brush-coat the .
area to be patched with specified bonding agent. Place
patching mortar after bonding compound has dried.
3. For exposed-to-view surfaces, blend white portland cement
and standard portland cement so that, when dry, patching
mortar will match color surrounding. Provide test areas at
inconspicuous location to verify mixture and color match
before proceeding with patching. Compact mortar in place t
and strike-off slightly higher then surrounding surface.
03)20-IS
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I B. Repair of Formed Surfaces.
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I. Remove and replace concrete having defective surfaces if
defects cannot be repaired to satisfaction of the Owner.
Surface defects, as such, include color and texture
irregularities, cracks, snails, air bubbles, honeycomb, rock
poraels; fiat and other projections on surface; and stains
anc other discolorations that cannot be removed by
cleaning. Flush out form tie holes, fill with dry pack
mortar, or precast cement cone plug& secured in place with
bonding agent.
2. Repair co-cesled formed surfaces where possible, that
contain defects that affect the durability of concrete. If
defects cannot be repaired, remove and replace concrete.
C. Repair of Unformed Surfaces:
I. Test unformed surfaces for smoothness and verify surface
Plane to tolerances specified for each surface and finish.
Correct low and high areas as herein specified. Test
unformed surfaces sloped to drain for trueness of slope, in
addition to smoothness using ■ template having required
t slope.
2. Repair finished unformed surfaces that contain defects
^' which affect durability of concrete. Surface defects, as
such, include crazing, cracks in excess of 0.01' wide or
- which penetrate to reinforcement or completely through
non-reinforced sections regardless of width, spelling, pop•
outs, honeycomb, rock pockets and other objectionable
conditions. '
3. Correct high area in unformed surfaces by grinding, after
concrete has cured at least 14 days.
I
4. Corn^t low areas in unformed surfaces during, or
immediawty after completion of surface finishing
operations by cutting out low areas and replacing wah
fresh concrete. FmL` repaired areas to blend into adjacent
concrete. Proprietary Pa,,! �,a compounds may be used 1
when acceptable to the Engineer.
D. Repair of Defective Areas: a
1. Except random cracks and single holes not exceeding I' � t
diameter, repair areas by cutting out and replacing with
fresh concrete. Remove defective areas to sound concrete
with clean, square cuts and expose reinforcing steel with at
[cast 3/e' clearance all around. Dampen concrete surfaces
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03310.ib
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in contact with patching concrete and apply bonding
compound. Mix patching concrete of '%me materials 10
provide concrete of Same type or class as original concrete.
place, compact and finish to blend with adjacent finished
concrete. Cure in same manner as adjacent concrete.
2. Repair isolated random cracks and single hotel not over 1' t
in diameter by dry-pack method. Groove top of cracks and
cut-out holes to sound concrete and clean of dust, dirt and
.pose particles. Dampen cleaned concrete surfaces and
apply bonding compound. Mix dry-pack, consisting of one
put portland cement to 2.1/2 parts fine saare atc passing a _
No. 16 mesh sieve, using only enough water as required for
handling and placing, Place dry packing after bonding
compound has dried. Compact dry-pack mixture in place
and finish to match adjacent concrete. Keep patched area
continuously moist for not less then 72 hours.
i
E. Periorm structural repairs with prior approval of the Owner for j
method and procedure, using specified epoxy auhesive and mortar.
F. Repair methods not specified above may be used. subject to i
acceptance of the Owner. I
3.13 QUALITY CONTROL TEeTINC DURING CONSTRUCTION ,I
A. Cronerai: The Owner will employ a testing Isbontory to perform E
tests and to submit test reports. Sampling and testing for quality
control during placement of concrete may include the following,
as directed by the Owner: The Contractor shall coordinate all
activities with the testing laboratory a described in paragraph I.e.
1. Sampling Fresh Concrete: ASTM C 172, except modified
for slump to comply with ASTM C 94.
a. Slump: ASTM C je3; one test al point of discharge
for each day's pour of each type of concrete;
additional tests when concrete consistency seems to
have changed.
b. Air Content: ASTM C 173. volumetric method for
lightweight or normal weight concrete; ASTM C 231
pressure method for normal weight concrete; one for
each day's pour of each type of air-entrained
concrete.
C. Concrete Temperature: Test hourly when sir
temperature is 40OF (40C) and below, and when
a00F (270C) and above; and each time a set of
compression test specimens is made.
0312U-R
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d. Compression Test Specimen: ASTM C 31; one set of
3 standard cylinders for each comoressive strength
test, unless otherwise directed. .Hold and store
cylinders for laboratory cured test specimens except
when field-cure test specimens are required.
5. -omprenive Strength Tests: �
a. ASTM C 39;one set for each day's pour exceeding 5
cu. yds. plus additional sets for each 50 cu. yda. over
and above the first 25 cu. yds. of each concrete class t
placed in any one day; one specimen tested at 7
days, one specimen tested at 28 days, and one
specimen retained in reserve for later testing if
required.
b. When frequency of testing will provide less than S
strength tests for a given class of concrete, conduct
testing from at least 5 randomly selected batches or
from each batch if fewer than 5 are used.
C. When total quantity e a given class of concrete is p
less than 50 cu. yds., strength test may be waived by
the Engineer if, in his judgment, adequate evidence
of satisfactory strength is provided.
d. When strength of field-,...red cylinders is less than
85% of companion laboratory-cured cylinders,
evaluate current operations and provide corrective
procedure for protecting and curing the in-place
concrete.
-. e. Strength level of concrete will be considered
satisfactory if averages of sets of three consecutive
strength tests results equal or exceed specified
compressive strength, and no individual strength test
result falls below specified compressive by more
than 500 psi.
6. Test results will be reported in writing to the Owner and
Contractor within 24 hours that tests re made. Reports of
compressive strength tests shall contain the project
identification name and number, date of concrete
placement, name of concrete testing service, concrete type -
and class, location of concrete oatch in structure, design
compressive strength st 28 days, concrete mix proportions j
and matelials; compressive breaking strength and type of
break for both 7 day tests and 28 day tests. tr ;
7. Non-destructive Testing: Impact hammer, •,^oscope, or
other non-destructive device may be permitted :at shall not
be used as the sole basis for acceptance or rejection.
03320-18
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8. Additional Tests. The testing service will make additional
- r tests of in-place concrete when test results indicate
j .. r specified concrete strengths and other characteristics have
not been attained in the structure, as directed by the
Owner. Testing ser,,+ce may conduct tests to determine
adequacy of concrete by cored cylinders complying with
ASTM C 42, or by other methods as directed. Contractor
shall pay for such tests conducted, and anv other additional
testing as may be required, when unacceptable concrete is
verified.
END OF SECTION 03320
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03320-19
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SECTION 02210 - EARTHWORK
i PART I - GENERAL ^ :
1.1 RELATED DOCUME
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A. Drawings and general provisions of Contract, including Gencral
and Supplementary Conditions and Division I Specificatinn
sections, apoly to work of this section. 1 ',e
1.2 DESCRIPTION OF WORK
A. The work includes, but is not limited to, the following:
I. Excavation, bedding and backfill required for construction
of the water supply system shown on the drawings.
2. Preparation of subgrade for structures, walks, and
Pavements, including all necessary grading, excavation,
filling and compaction.
` 3. Dewatering of excavations.
B. Definition: 'Excavation' consists of removal of material
encountered to subgrade elevatic,• indicated and subsequent
disposal of materials removed.
1.3 QUALITY ASSURANCE
A. Codes and Standards: Perform excavation work in compliance
with applicable requirements of governing authorities having
jurisdiction.
I. Comply with Standard Specifications for Road, Bridge, and
Municipal Construction wh:rc specified for imported
materials.
B. Testing and Inspection Service: Owner will engage •oil testing and
inspection service for quality control testing during earthwork
operations.
1.4 $I�BMITTALS
A. Tests: Submit teat results by an independent testing agency for
ri eac't source and type of soil material to be used in the work.
I dude test results showing that materials meet the specified
standards.
02210 1 I
1.3 JOB CONDITIONS
A. Existing Utilities: Locate existing underground utilities in areas
of work. If , tilitics are to remain in place, provide adequate
means of support and protection during earthwork operations.
Should uncharted, or ineorrec.ly charted, piping or other utilities
be encountered during excavation, consult etility owner
immediately for directions. Cooperate with Owner and utility
con' anies in keeping respective services and facilities in
operation. Repair damaged utilities to satisfaction of utility
owner.
Do not interrupt existing utilities serving facilities occupied and
used by Owner or others, during occupied hours, except when
Permitted in writing by Owner and then only after acceptable
temporary utility services have been provided.
1. Providt minimum a 48-hour notice to Owner, and receive
notice.
B. Prow Persons and Prop
erty:y: Barricade onto excavations
j oc_urrihtg as part of this work and nos, with warning lights.
r
Protect structures, utilities, sid!walks, pavements. and other
facilities from damage caused by settlement, lateral movement,
undermining, washout and other hazards created by earthwork
operations.
PART 2 - PRCDUCTS
i
2.1 SOIL MATFRIAI c
A. Definitions.
L Unsuitable Material: Material removed because it is
unsatisfactory for foundatiuns or backfill is defined as
unsuitable backfill material.
i
2. Backfill Material: Material complying with Standard
Specifications 9-03.14, except that 100 percent of the '
material shall pass a 2-1/2 inch square ope•.'ing.
3. Bedding Materials: Gravel material complying with s'
Standard Specifications, Section 9.03.12(3).
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4. Foundation Material Class A R B: Foundatin material
Class A and Class B shall conform to the following
gradations:
` PERCENT PASSING i
SIEVE SIZE CLASS A CLASS a 1
2-1/2'SQUARE M-100 92-100
2'SQUARE a2-100 75-100
1-1/r SQUARE rf-ar 30-60
1-1/4'SQUARE N-22 0.1I
3/4'SQUARE 27-47 U1
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5. Foundation Material Class C: Foundation material Class C
shall coasist of clean bank run sand and gravel, free from
?' din, roots, topsoil, and deb,is and contain not less than 35
Percent retained on a 1/4 inch sieve and with all stones
larger than 2 inches in the longest dimension removed.
6. base material: Standard Specifications 9.03.9(3), crushed
surfacing, top course and keystone, 1
PART 2 - RXECUTION E!
3A EXCAVATION
A. Excavation is Unclassified and includes excavation to subgrade
elevations indkt tcd, regardless of character of materials and
obstructions encountered.
B. Unau"vrized excavation consists of removal of materials beyond
indieatvl subgrade elevations or dimensions without specific
direction of Engineer. Unauthorized excavation, as well as
remedial work directed by Engiuecr, shall be at Contractor's
expense.
Under footings, foundation bases, or retaining walls, fill
unauthorized excavation by extending indicated bottom elevation
of footing or bRse to excavation bottom, without altering required
top elevation. Lean concrete fill may be used to bring elevations
to proper position, when acceptable to Engineer
Elsewhere, backfill and .Ompuct unauthorized excavations as
specified for authorized excavations of same classification, unless
otherwise directed by Engineer,
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02210.3
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C. Stability of Excavations: Slope sides of excavations to comply
with local codes and ordinances having jurisdiction. Shore and
brace where sloping is not possible because of space restrictions or _
stability or material excavated.
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Maintain sides and slopes of extwarions in safe condition until
completion of backfilling.
D. Shoring and Bracing: Provide materials for shoring and bracing,
such as sheet piling, uprights, stringers and cross-braces, in good
serviceable condition.
Establish requirements for trench shoring and bracing to comply
with local codes and authorities having jurisdiction.
{ Maintain shoring and bracing in excavations regardless of time
prriod excavations will be open. Carry dawn shoring and bracing
as excavation progresses.
' E. Dcwatcring: Prevent surface water and subsurface or ground
water from slowing into excavations and from flooding project
site and surrounding area. Contractor is solely responsible for
care of all surface and subsurface water encountered regardless of
quantity.
Do not allow water to accumulate in excavations. Rcawv water
to prevent softening of foundation bottoms, undercutting footings,
and soil changes detrimental to stability of subgrades and
foundations Provide and maintain Dumps well points, sumps,
suction and d'scharge lines, and other dewatering system
components necessary to convey water away from excavations.
Establish and maintain temporary drainage ditches, desiltation
basins, and other diversions outside excavaticn limits to convey
- rain water.and water removed from excavations to collecting or
run-off areas. Do not use trench excavations as temporary
drainage ditches.
f-. Material Storage: Stockpile satisfactory excavated materials where
directed, until required for bars-'al or fill. Place, grade and
shape stockpiles for proper drat .age.
Locate and retain soil materials away from edge of excavations.
Do not store within drip lint of trees indicates to remain.
Dispose of excess soil material and waste materials as herein
specified.
G. Excavation for Structures: Conform to elevations and dimensions
shown within a tolerance of plus or minus 0.10', and extending a
sufficient distance from footings and foundations to permit
plai.mg and removal of concrete formwora, installation of
services, other construction, and for inspection.
02'10-0
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In excavating for footings and foundat ons, take care not to
disturb bottom of excavation. Excavate by hand to final grade
just before concrete reinforcement is placed. Trim bottoms to
required lines and grcdcs to leave solid base to receive other work.
H. Excavation for Trenches: Dig trenches to the uniform width
required for particular it m to be installed, sufficiently wide to
provide ample working room. Provide 6' to 9• clearance on both
sides of pipe or conduit.
Excavate trenches to depth indicated or required. Carry depth of
trenches for piping to establish indicated flow lints and invert
elevations. Beyond building perimeter, keep bottoms of trenches
sufficiently below finish grade to avoid freeze-ups.
Where rock is encountered, carry excavation 6' below required
elevat:,n and backfill with a 6' layer of bedding material
For pipes, vaults and other work indicated to receive bedding,
excavate to bedding depth indicated, or, if not otherwise
indicated, to 6' below bottom of work to be supported.
Except as otherwise indicated, excavate for exterior water-bearing
piping (waxer, steam, condensate, drainage) so top of piping is as
indicated on the drawings.
Grade bottoms of trenches as indicated, notching undo pipe bells
to provide solid bearing for entire body of pipe.
Do not backfill trenches until tests and inspections have been
made and backfilling authorized by Engineer. Use care in
ba,kfilling to avoid damage or displacement of pipe systems.
1. Removal and Replacement of Unsuitable Materials: Whenever in
excavating the trench for water mains the bottom of the trench
exposes pent, soft clay, quicksand or other unsuitable foundation
material, such material shall be removed to the depth directed by
the owner and backfilled with foundation material. Where silty
soils or fine sandy soils are encountered, that usually flow in 'he
Presence or a stream of water, the foundation matcri^l shr
Class C. Where clays, peats or other soft materials
encountered that become saturated with water, but do not usu
break down into fine particles and flow, the foundation material
shall be Class A or Class B. -
Material removed from the trench that is unsuitable for backfill
,f shall be removed and hauled o a waste site. If surplus material is
net available within the limits of the project for backftllirg the
trench, the Contractor shall furnish suitable material, as provided
- in Section 2.I.A.2, Backfill Material
All unsuitable material shall be loaded directly into trucks and `F
hauled to a waste site obtained by the Contractor. Stockpiling of
unsuitable material ar the project site will not be allowed.
02210-5
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° 3.2 COMPACTION t .s
r ° A. General: Cuntrol soil compaction during construction Providing
j minimum percentage of density specified for each area
classification indicated below. t "
4 f
B. Percentage of Maximum Density Requirements: Compact sin to a 4
not less than the following percentages of maximum density for ;
soils which exhibit a well-defined t oisture density relationship
t-ohe•.ive soils) determined in accordance with ASTM D 1552; and
not less than the following percentages of relative density,
determined in accordance with ASTM D 2049, for soils which will
not exhibit a well-defined moisture-density relationship
(cohosionless soils).
e
1. Structures, pipe, and Pavements: Compact top 12' of
subgrade and each layer of bedding, and backfill material
at 95% maximum density for cohesive material or 98%
relative density for cohcsionless material. �
^. Lawn or Unpaved Areas: Compact top 6' of subgrade and "• "
each layer of backfill or fill mamrisl at 90% maximum
density for cohesive soils and 92% relative density for
cohesionless soils.
C. Moisture Control: %here subgrade or layer of soil material must
be moisture conditioned before compaction, uniformly apply water
t to surface of subgrade, or layer of soil material, to prevent free
water appearing on surface during or subsequent to compaction
operations.
Remove and replace, or scarify and air dry, soil material that is
too wet to permit compaction to specified density.
3.3 BACK FILL
A. General: Place backfill material in layers to required subgrade
elevations.
a. Backfill excavations as PromPtly as work permits, but not until
completion of the following.
1. Acceptance of construction below finish grade.
2. Inspection, testing, approval, and recording locations of
underground utilities.
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3. Removal of concrete formwork.
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e. Removal of shoring and bracing, and ruckfilling of voids
With satisfactory materials. Cut off temporary sheet piling
driven below bottom of structures and remove in manner to
prevent settlement of the structure or utilities, or leave in `+
place if required.
S. Removal of trash and debris.
6. Parma or temporary horizontal bracing is in place ons
horizontally supported walla.
C. Ground Surface Preparation: Remove vegetation, debris,
unsatisfactory soil materials, obstructions, and deleterious
materials from ground surface prior to placement of fills.
When existing ground surface has a density less than that
specified under 'Compaction' for particular area classification,
break up ground surface, pulve. ze, moisture-condition to optimum
moisture content, and compact to required depth and percentage
of maximum density.
D. Placement and Compaction: Place backfill materials in layers notI
more than g' in loose depth for material compacted by heavy
compaction equipment, and not more than e' in loose depth for
material compacted by hand•otierated tempers. lIi
Before compaction, moisten or aerate each layer as necessary to
provide optimum moisture content. Compact each layer to I
required percentage of maximum dry density or relative dry t
density or relative dry density for each area classification, Do
not place backfill or fill material on surfaces that are muddy,
frozen,or contain frost or ice. '
Place backfill materials evenly adja :nt to structures, piping or 1
conduit to required elevations. T..a tare to prevent wedging
action of backfill against sit :tures or displacement of piping or i
conduit by carrying matcr uniformly around structu•c, piping
or conduit to approximately same elevation in each lift.
3.4 GRADING i
A. General: Uniformly grade areas within limits of grading under
this section, including adjacent transition areas. Smooth finished `
surface within specified tolerances, compact with uniform levels {i
or slops between points where elevations are indicated, or bet--ten i
such point, and existing grades.
1. Pavements: Shape surface of areas under pavement to line.
grade and cross-section, with finish surface not more than 4
1 2' above or below required subgradc elevation. C1
B. Compaction: After grading, compact subgrsde surfaces to the
depth and indicated percentage of maximum or relative density E1
for each area classification.
- 02210-;
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3.5 FIELD QUALITY ONTRO
A. Quality Control Testing During Construction: Allow testing
service to inspect and approve subgr:dcs and fill layers before
further construction work is performed.
B. If in opinion of Engineer, based on testing service reports and
inspection, subgrade or fills which have been placed are below
specified density, provide additional compaction and testing at no
additioral expense.
3.6 MAINTENANCE
. A. Protection of Graded Areas: Protect newly graded arena from
traffic and erosion. Keep free of trash and debris.
Repair and re-establish grades in settled, eroded, and rutted areas
to specified tolerances.
B. Reconditioning Compacted Areas: Where impleted compacted
arras are disturbed by subsequent construction operations or
adverse weather, scarify surface, reshape, and compact to
required density prior to further construction.
C Settling: Where settling is measurable or observable a: excavated
areas during general project warranty period, remove surface
(pavement, lawn or other finish), add backfill material, compact,
and replace surface treatment. Restore appearance, quality, and
condition of surface or finish to match adjacent work, and
eliminate evidence of restoration to greatest extent possible. I
3:8 DISPOSAL OF EXCESS AND WASTE MATERIALS i
A. removal from Owner's Property: Remove waste materials, t
including unacceptable excavated material, trash and debris, and
spose of it off Owner's property.
END OF SECTION 02210
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SECTION 02665 WATER SUPPLY Ml A
PART 1 - GENERAL
a^:
1.1 RELATED DOCUMENTS V
A. Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division I Specification sections, apply to
work of this section.
1.2 DESCRIeTION OF WORK
A. Extent of water supply system work is indicated on drawings and
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schedules, and by requirements of this section.
B. Refer to Division-2 section 'Earthwork' for excavation and backfill
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requirements and "Erosion Control' for erosion control work.
C. Refer to Division-3 sections for concrete work requirements.
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1.3 QUALITY ASSURANCE
A. Manufacturer's Qualifications: Firms regularly engaged in manufacture
of water supply systems products of types, materials, and sizes required,
whose products have heen in satisfactory use in similar service for not
less that 5 years.
B. Codes and Standards:
1. NFPA Compliance: Install fire water systems in accordance with
NFPA 24 'Standard for the Installation of Private Fire Se,vice �1
Mai. . no their Appurtenances.'
1.4 SUBMITTALS �1
A. Product Data: Submit manufacturer's technical product data and
installation instructions for water supply system materials and products. i
B. Jacking Pit: Submit drawings showing jacking pit design and details.
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C. Pipe Cleaning and Flushing: Submit plan for pigging and flushing i
pipchn., l
PART 2 PRODUCTS
2.1 BE AND PIPE I TTIi A
A. General: Provide pipe of the following materials of weight/class
indicated. Provide owe fittings and accessories of same material and
weiaht,,class as pipe, with joining method as indicated.
02665 - I P
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B. Ductile Iron Pipc: Ductile iron pipe shall be antrifugally cast in is-root
nominal lengths conforming to AWWA C151, and shall `.ave a cement-
mortar lining conforming to AWWA C104. Ductile iron pipe shall be
Standard Thickness Class 52.
C. Fi'.ings for di to iron pipe shall be ductile iron or Class 250 gray iron
conforming to . oWA C110 and C111 and shall he cement-mortar lined
conforming to AWWA C104.
D. Galvanized Pipe and Fittings: Pipe, 2" or smaller, shall be standard
weight, hot dipped galvanized iron or steel pipe, threaded and coupled.
Pipe shall meet the current requirements of ASTM Designation A120. All
pipe fittings shall be standard threaded galvanized malleable iron
fittings.
E. Casing Pipe: The casing pipe to be jacked or augered under the
Burlington Northern Railroad tracks shall be smooth st,.l, bare pipe,
with outside diameter and wall thickness as set forth below for the size
of water main to be installed, and comply with American Water Works
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Association (AWWA) specification C200, with a minimum steel yield
strength of 36,000 psi. All joints shall be continuously welded around the
circumference of the pipe joint in compliance with Paragraph 3.3, Casing
Pipe Installation. The size and thickness of steel casing pipe to be
installed shall be 30-inch I.D. steel casing with 0.50-inch wall thickness.
2,2 JOINTS
A. General: Except as otherwise specified, joints for pipe shall br rubber
gasket, push-on type except where mechanic4l joints or restrained joints
are indicated.
2.3 JOINT RESTRAII,f
A. :encral: Where shown on the plans or in the specifications or required
by the owner, joint restraint system (shackle rods) shall be used. All
joint restraint materials used shall be those manufactured by Star
National Products, 1323 Holly Avenue, P.O. Box 258, Columbus, Ohio
43216, unless an equal alternate is approved in writing by the owner.
1. Materials: Steel types used shall be:
a High strength low-alloy steel (conten), ASTM A242, heat-
treated, superstar 'SSI" series. I
Is. High strength low alloy steel (cor ,en), ASTM A242, superstar
"SS" series.
C. Carbon steel ASTM A36, star "S" series.
02665 - 2
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Items to be zinc plated or galvanized are to in et the following
requirements:
'i a. ASTM B633 electrodepositee co of zinc on steel.
b. ASTM A153 for galvanizing r- .teel hardware.
c ASTM A123 for galvanizing to, pressed and fcrged steel
shapes.
3. Joint restrainer system components: The following system
components shall be used:
a. Tiebolt: ASTM A242, type 2. plain, zinc plated or hot-dip
galvanized. SST 7:5/8" for 2" and 3" mechanical joints, 3/4"
for 4" to 12" mechanical joints. ASTM A325, type 3D, except
tensile strength of gull-body threaded section shall be
increased to 40,000 Ibs, minimum for 5/8' and 60,000 lbs.
minimum for 3/4" by heat treating (quenching and tempering)
to manufacturers reheat and hardnss specifications. SST 753:
3/4' for 14' to 24' mechanical joints, same ASTM
specifications as SST 7. SST 77: 3/4" same as SST 7, except 1'
eye for 7/8" rod, same ASfM specification as SST 7.
b. Tienut: Heavy hex nut for each tiebolt. SSS: 5/8" and 3114"
ASTM a%3, GRADE , PLAIN OR ZINC PLATED. s8: 5/8'
s. AND 3;4", ASTM A563, grade A, plair., zinc plated or hot-dip
t iJt galvac ized.
C. Tiecoupling: Used to extend continuous threaded rods and are
provided with a center stop to aid installation, plain, zinc
plated or hot-dip galvanized. SSIO: for 5/8' and 3/4' ticrods,
ASTM A563, grade C3. SIG: for 5/8' and 3/4' tierods, ASTM
A563, grade A.
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d. Tierod Continuous threaded rod for cutting to desired
lengths, plain, zinc plated or hot-dip galvanized. SS12: 5/8"
and 1/4" diamet, ASTM A242, type 2; ANSI BILL 512: 5/8" LF
and 3/4" diameter, ASTMA36, A307
C. Tiewashec Round flat washers, plain, zinc plated or hot-dip -
galvanized. SS17: ASTM A242, F436. SI7: ANSI B18.22.1. -
2n VALVES
A. General: All s Ives shall be suitable for ordinary waterworks service,
intended to be installed in a normal position on buried pipelines for
water distribution systems and FM approved for fire protection. All
valves shall open counter-clockwise and shall be equipped with a two-
inch square AWWA standard operating nut. Unless otherwise specified,all valves shall be the non-rising stem type.
02665 - 3
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B. Manufacture and Marking: The valves shall be standard oattern of a
manufacturer whose products are approved by the Owner anu shall have
the name or mark of the manufacturer, year valve casting was made, size
and working pressure plainly cast in raised letters on the valve body. -
C. Type and Mounting: The valve bodies shall be cut iron, ductile iron or
other approved material mounted with unproved noncorrosive metals. All -
wearin{. surfaces shall be bronze or other approved noncorrosive material
and there shall be no moving bearing or contact surfaces of iron in -
contact with iron. Contact surfaces shall be machined and finished in
the best workmanlike manner, and all wearing surfaces shall be easily
renewable. Gate valves shall conform to AWWA C500 and shall be iron
body, bronze-mounted. double disc with bronze wedging device and 0-
ring stuffing box. Gate valves shall be Clow List 14, Mueller Company
No. A2380, Kennedy, or M&H.
D. End Connections: The dimensions of hub or bell end connections shall
conform to the dimensions of AWWA St.adard C100. The dimensions for
the mechanical joint connections shall conform to the ANSI
Specifications �'o. A21AL The end flanges of flanged valves shall
conform in dimensions seal 4rilling to the standard ANSI B 16.1 for cast
iron flanges and flanged fittings, Claa. 125, unless specifically provided
otherwise. The bolt holes shall straddle the vertical center line. _
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2.5 COMBINATION AIR RELEASE/.JR VACUUM VALVES
A. General: Combination air release/air vacuum valves shall hive a
maximum operating pressure of 300 psi. The air venting orifice shall
have a capacity of $40 CYT.A.M. at 5psi. The air release orifice shall
have a capacity 22 C.F.F.A.M. at 300 psi. The valves shall be APCO I
Model 145C or equal.
2.6 BACK-FLOW PREVENTION DEVICES
A. General: The reduced pressure principle detector Eackflow prevention
assemblies shall be approved by the State of Washington Department of
Social and Health Services for installation in the State of Washington and
FM approved for fire protection. All assemblies must be equipped with
full flow, resilient seated shut-off valves and test cocks.
2.7 PIPE %=0RT RUNNERS AND CASING END SEAL MATERIALS
A. General: Pipe support runners and casing end seals ;hall be as
manufactured by Cal-Peco or approved equal. Model numbers shall be as
follows:
Pepe Support Runners Model PX
• End Seals Model C
02665 - 4
PART 3 • EXECUTION
3.1 INSTALLATION OF PIPE AND PIPE FITTINGS
A. General: Pipe shall be installed in accordance with the manufacturer',
printed specifications and instnWtions, and to the standards of the
AWWA for installing the type of pipe used. The Contractor shall provide
all tools and equipment, including any special tools required for
installing each particular type of pipe used.
I. Short lengths of pipe supplied by the manufacturer shall be used
whenever possible to provide the proper spacing of valves, tees, or
special fittings.
B. Dewatering Trench: Where water is encountered in the trench, it shall be
removed during pipe-laying operations and the trench so maintained until
the ends of the pipe are sealed and provisions a,e made to prevent
floating of the pipe. Trench water or other deleterious material, shall
not be allowed to enter the pipe at any time.
C. Handling Pipe
1. All types of pipe shall be handled in a manner that will prevent
amage to the pipe, pipe lining or coating. Pipe and fitting shall
be loaded and unloaded using hoists and sling in a manner to
avoid shock or damage, and under no circumstances shall they be
dropped, skidded, or rolled against other pipe. If any part of the
coating or lining is damaged, repair thereof shall be made by the
Contractor at no expense to Boeing and in a manner satisfactory to j
the Engineer. Damaged pipe will be rejected, and the Contractor
shall immediately place all damaged pipe apart from the
undamaged and shall remove the damaged pipe from the site within
- 2e hours.
2. Dirt or other foreign material shall be prevented from entering the I '
pipe or pipe jaint during handling or laying operations, and any 4
Pipe or fitting that has been installed with dirt or foreign material
in it shall be removed, cleaned, and relaid. At times when pipe
laying is not in progress, the open ends of the pipe shall be closed
by a watertight plug or by other means approved by the owner to {
ensure cleanliness insiLe the pipe.
D. Cutting Pipe: Whenever it becomes necessary to cut a length of pipe, the
cut shall be made by abrasive saw or by a special pipe cutter. All pipe
ends shall be square with the longitudinal axis of the pipe and shall be
reamed and otherwise smoothed so that good connections can be made.
Threads shall be cleanly cut. Orvaeetylene torch cutting of ductile iron
pipe shall not be allowed.
02665 - 5
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E. Laying of Pipe on Curves
I. Long radius curves, either horizontal or vertical, may be laid with
standard pipe by deflecting the joints. If the pipe is shown curved
in the plans and no special fittings are shown, the Contractor can
assume that the curves can be made by deflecting the joints with
standard lengths of pipe. If shorter lengths are required, the plan
will indicate maximum lengths that can be used. The amount of
deflection at each pipe joint when pipe is laid on a horizontal or
vertical curve shall not exceed the manufacturer's printed
recommended deflections.
2. Where field conditions require deflection or curves not anticipated
by the plies, the Engineer will determine the methods to be used.
No additional payment will be made for laying pipe on curves as
shown 'i the plans, nor for field changes involving standard
lengths of pipe deflected at the joints. When special fittings not
shown in the plans are required to meet bold conditions, additional
r,syment will be made for special fittings.
3. When tubber gasketed pipe is laid on a curve, the pipe shall be
jointed in a straight alignment and then deflected to the curved
alignment. Trenches shall be made wider on curves for this
purpose,
F. Cleaning and Assembling Joint
1. All parts of the pipe ends, couplings, fittings, and appurtenances
shall be cleaned to remove oil, grit, or other foreign matter from
the pint. Care mall be taken to keep the joint from contacting the
ground.
Pipe not furnished with a depth mark shall be marked before
assembly to ensure visual observation of the work.
G. Connection to Existing Mains
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1. When work is once started on a connection, it shall proceed
continuously without interruption, and as rapidly as po,sible until
_ completed. No shutoff of mains will be permitted overnight, over
weekends, or on holidays.
2. The Contractor may be required to perform the connexion during
times other than normal working hours. The Contractor shall not
operate any va.ves on the existing system without specific
permission of the Owner or from the city of Renton (City).
3. City of Renton Connection
a. The connection to the existing city water main is indicated on
the drawings. The Contractor shall verify all existing piping,
dimensions and elevations to assure proper fit.
02665 • 6
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b. Connections shall not be made without first making the i
necessary arrangements with the City in advance. Work shall
not be started until all the materials, equipment and labor
necessary to properly complete the work Are assembled on site.
4. Boeing Connection: The Contractor shall notify the Owner 24 hours
in advance before making the connection to the Boeing system. The
contractor shall make the connection as described in Paragraphs
3.I.G.1 and 3.1.G.2 except that the City of Renton does not need to
be notified,
3.2 INSTALLATION OF JOINT RESTRAINT avert
A. Install the joint restraint system in accordance with the manufacturers
instructions so all joints are mechanically locked together to prevent joint
separation. Tiebolts shall be installed to pull against the mechanical joint
body and not the MJ follower. Torque nuts at 75.90 foot hounds for 3/4' -
i nuts. Install tiecouplings with both rods threaded equal distance into
tiecouplings. Arrange tierods symmetrically around the pipe.
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B. Where a manufacturers mechanical joint valve or fitting is supplied with
slots for 'T' bolts instead of holes, a flanged valve with a flange by
mechanical joint adaptor shall be used instead, so as to provide adequate -
space for locating the tiebolts.
C. Where a continuous run of pipe is required to be restrained, no run of
restrained pipe shall be greater than 60 feet in length between fittings.
Insert long body solid sleeves as required on longer runs to keep tierod
lengths to the 60 foot maximum. Pipe used in continuously restrained
runs shall be mechanical joint Pipe and tiebolts shall be installed as rod
guides at each joint.
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3.3 CASING PIPE INsTALLAT,10N
A. Casing Alignment: The Casing pipe shall be installed at the indicated
grade and at a minimum depth as shown on the drawings. The
contractor's surveyor shall estabi:th suitable reference marks for
establishing the alignment and grade of the casing Pipe. The completed
steel casing in place shall not deviate from the established alignment or
grade by more than two percent. No more than two percent deviation in
alignment or grade shall be showed in any two casing Pipe lengths. The
casing pipe shall extend a minimum of twenty-five (25) feet beyond the !
centerlines of the railroad tracks being crossed.
B. Casing Installation: The casing pipes shall be installed by jacking or
angering or boring with suitable epmi�mt.nt. The casing pipe shall be
installed such that no voids or spaces exist Along the outside diameter of
the pipe over its full length. Field welding or steel casing joints shall be 1
accomplished in accordancr with AWWA specification C206-75. Joints i
{ shall be butt welded.
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I. The completed casing shall be clean, free of debris, rocks, or earth
and ready for installation of potable water mains. The end of the
casing pipe at the jacking or au{ering pit shall be capped with a
steel plate and tack welded to hold it in place until the water main I
is ready to br installed.
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C. Pipe Support Runners and End Seals. Pipe support runners shall be
installed not more than 12-inches from the bell end and 12.inches from l
the plain end of each pipe joint inside the casing. Install all supports as
recommended by the manufacturer.
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1. End seals shall be installed on both ends of ,.a casing pipe per the
manufacturer's recommendations.
3.4 HYDROSTATIC PRESSURE TEST
A All water mains and appurtenances shall be tested under a hydrostatic
pressure equal to 250 psi rot a minimum of two hours. All pumps,
gauges, plugs, saddles, corporation stops, miscellaneous hose and piping,
and other equipment necessary for performing the test shall be furnished
and operated by the Contractor. The pipeline tench shall be backfilled
sufficiently to prevent movement of the pipe under pressure. All thrust
h design suers th
sufficiently cured to reach d {
1 c in lace and sat {blocks shall b p Y
before testing. Where permanent blocking is not required, the Contractor
shall furnish and install temporary blocking and remove it after testing.
B. The mains shall be filled with writer and allowed to nand under pressure
for a minimum or 24 hours to allow the escape of air and/or allow the
lining of the pipe to absorb water. The Owner will furnish the water
necessary to fill the pipelines for testing purposes at a time of day when
sufficient quantities of water arc available for normal system operation.
C. Gauges used in the test may be required to be certified for accuracy at a
laboratory by the Owner.
D. A visible leakage detected shall be corrected by the Contractor to the
satisfaction of the Owner regardless of the allowable leakage specif icde
above. Should the test section fail to meet the pressure test successfully
as specified, the Contractor shall, at his own expense, locate and repair
the defects and then retest the pipeline.
E. Prior to calling out the Owner and the City to witness the pressure test,
the Contractor shall have all equipment set up completely ready for i
operation and shall have successl ully performed the test to assure that !
the pipe is in a satisfactory condition. V
F. Before applying the specified test pressure, air shall be expelled
completely from the pipe. If permanent air vents are not located at all
high points, the contractor shall install corporation cocks at such points
so that the air can be expelled as the line is filled with water. After all
the sir has been expelled, the corporation cocks shall be closed and the
test pressure applied. At the conclusion cr the pressure lest, the
corporation cocks shall be removed and plugged.
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y G. The test shall be accomplished by pumping the main up ti '`.. require
G + pressure; stop the pump for a minimum of IS mina". up to a maximum
'gr of 60 minutes as directed by the Owner, and "'.cn pump the main up to
the test pressure again and held for a minimum of two hours. During the
` test, the section being tested shall be observed to detect any visible
1r leakage. A clean container shall be used for holding water for pumping
up pressure on the main being tested. This makeup water shall be
see -sired by the addition of chlorine to a concentration of SO ma/l.
It. The quantity of water required to restore the initial hydrostatic pressure
shall be accuraiely determined by either 1) pumping from an open
container of suitable size such that accurate volume measurements can be
made by the Owner or, 2) by pumping through a positive displacement
water meter with a sweep unit hand registering one gallon per evolution.
The meter shall be approved by the Owner.
1 Aeceptsbilit; of the test will by the following: j
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I '[he quantity of water lost from the main shall not exceed 1/2 i
gallon per hour per 100 joints.
IS DISINFECTION OF WATER MAINS
A. General: Before being placed in service, all new water mains and
repaired portions of, or extensions to, existing mains shall be chlorinated
and a satisfactory bacteriological report obtained.
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B. Flushing: Sections of pipe to be disinfected shill first be cleaned by
passing a "Pik through the line by water pressure. 'Pigs' shall be
inserted and removed from the line through a 'Launcher" made of a line
size cross mounted vertical The location of the crosses are shown on the
drawings.
1. Taps required by the Contractor for temporary or V,rmanent
release of air, chlorination or flushing purposes shall be provided
by the Contractor as a part of the construction of water mains.
2. The Contractor shall be responsible for disposal of treated water
flushed from mains and shall neutralize the wastewater for
protection of aquatic life in the receiving water before disposal
into any natural drainage channel. The Contractor shall be
responsible for disposing of disinfecting solution to the satisfaction
of State and local authorities. If approved by the City, disposal
may be mode to any available sanitary sewer provided the rate of
disposal will not overload the sewer.
3. Dechlorination of all water used for disinfection shall be
accomplished in accordance with the requirements of Section
7.11.3(12)A, City of Renton Specif'cations for Water Systc^.s
Construction.
02665 " 9
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C. Requirement of Chlorine: Before being placed into service, all new
mains and repaired portions of, or extensions to, existing mains shall be
chlorinated so that a chlorine residual of not less than 25 mg/I remains
in the water after standing 24 hours in the pipe. The initial chlorine
content of the water shall be not Ion than 50 mg/I. f
D. Form of Applied Chlorine: Chlorine shall be applied by the metered
injection of a water/chlorine solution, to give a dosage of not less than
50 me/1 of available chlorine.
E. Liquid Chlorine: A chlorine gas-water mixture shall be applied by means
of a solution-feed chlorinating device, or the dry gas may be fed directly
through proper devices for regulating the rate of flow and providing
effective diffusion of the gas into the water within the pipe being
treated. Chlorinating devices for feeding solutions of the chlorine gas-or _
the gas itself, must provide means for preventing the backflow of water
into the chlorine.
F. Chlorine-Bearing Compounds in Water: A mixture of water and high-test
calcium hypochlorite (65-70% CL) may be substituted for the chlorine
gas-water mixture. The dry powder shall first be mixed as a paste and i
then thinned to a I percent chlorine solution by adding water to give a
total quantity of 7.5 asnoos of water per pound of dry powder. This
I solutior shall be injected in one end of the section of main to be
disinfected while filling the main with water.
G. Sodium Hypochlorite: Sodium Hypochlorite, commercial grade (12.5% CI)
or in the form of liquid household bleach (9-6% CI), may be substituted
for the chlorine ga, water mixture This liquid chlorine compound may
be used full strength or diluted with water and injected into the main in
correct proportion to the fill water so that dosage applied to the water
will be at least 50 mg/I. I
H. Point of Application: The preferred point of application of the i
chlorinating agent is at the beginning of the pipeline extension or any I
valved section of it, and through a corporation stop inserted in the I
horitontal axis of the pipe. The water injector for deliv-r in g the
chlorine-bearing water into the pipe should be supplied from a tap on the
pressure side of the gate valve controlling the flow into the pipeline
extension. Alternate points of applications may be used when approved '
by the Engineer,
1. Rate of Application: Water from the existing d:atribution system, or �
other source of supply, shall be controlled to flow very slowly into the
newly-laid pipeline during application of the chlcrine. The rate of
chlorine gas-water mixture or dry gas feed shall be in such proportion to +
the rate of water entering the newly-laid pipe that the dosage applied to t
the water will be at least So mg/I. j
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02665 - 10 i
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I. Preventing Reverse Flow: No connections shall be made between the
existing distribution system and pipelines not disinfected that are
constructed under this Contract without a State Department of Social and
Health Services approved backflow peeventer installed in the cunnecting
line
K. Retention Period: Treated water shell be retained in the DIDe at least 24
hours. After this period, the chlorine residual at pipe extremities and at
f other representative points shall be at least 25 mg/I.
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L. Chlorinating Valves, Hydrants and Appurtenances: In the process of
chlorinating newly-laid pipe, all valves, hydrants, and other
appawtenances shall be operated while the pipeline is filled with the
chlorinating agent and under normal operating pressure.
M Chlorinating Connections to Existing Water Mains and Water Service
Connections: The chlorinating procedure to be followed shall be as
specified in Section 11 of AWWA Standard C601. All closure fittings
shall be swabbed with a very strong chlorine solution at least as strong as
liquid household bleach (5.6%CI).
N. Final Flushing and Testing: Following chlorination, all treated water
shall be flushed from the newly-laid pipe until the replacement water
throughout its length shows open test, the absence of chlorine. In the
event chlorine is normally used in the source of supply. then the tests
shall show a residual not in excess of that carried is the system. A
sample tap shall be located ahead of the flushing hose for convenience
and for sanitary sampling.
O. Repetition of Flushing and Testing: Should the initial treatment result
in an unsatisfactory bacteriological test, the original chlorination
procedure shall be repeated by the Contractor until satisfactory results
are obtained. Failure to get a satisfactory test shall be considered as
failure of the Contractor to keep the pipe clean during construction, or
to property chlorinate the main.
END OF SECTION 02665
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C1PY OF RENTON WATER DEPARTMENT
Pressure Test G Puri&cation Test Form
PROJECT
NAME OF PROJECT_L.
PRESSURE TEST TAKEN BY ON
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TEST ACCEPTED ON
PURIFICATION TEST TAKEN !Y;?.g ._ .ry«:_..� .4`, . ,% •.`
PURIFICATION TEST RESULTS, SAMPLE 01
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Report of In-Place D I p ens ty Tests
Client ��, I Gertificate Number°
Protect Report Nu fber LA YW11l
Summarized below are results of in-Place density tests Performed on the above ..2, f
referenced Project.
Tes Location Mois•urc in-Place Mem. Dry Optimum Percentpa
- N Content Density Density Moisture Comction ^�
Percent PCF PCF Content
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Report of In-Place Density Tests
Client 06K, Ki Certificate Number
Project 4-4/ _ Report Number.
Summarized below art results of in-place density tests performed on the above
referenced project.
Tail location Moisture to-Place Max. Dry DDt�mum Percent
a Content Density Density Moisture Compaction
Percent PCF PCF Content
hftrtnce To Grade
{ Percent
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Test perlorned pl0V�yrera,uttt checked by.
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We hay.: alla Ines ..i, :
n..�Lconcr art. evgr•.iaar nu . �.- . th 110 Kira a,atgr t ,r
restraint. %"tem at Ii. . y� Che ;,pacts lad tlM- Uti
iar'Ound the installed rgdl aawamol „in>a Cmilrl4• At X, sect, stda
the Clearance,in the :dw
using is fairly light . lhi, cani.,r actors are worried that this
clearance will make it ditti.Iult to accomodate any misalignment
in the casing installuti on,
We are Proposing issuing an .,ddondum that would ragtura a
"manufactured 101nt" tyoa rastraint system within the caeinq
only. The City says the, will accept this type of joint.
In addition, through our recent discussions with the City, it
came to our attention that they will only accept high strength
retaining rods even though their guide specification states
either mild-steel or high strength. The addendum 61e0 cover this
Chang*.
The proposed addendum is attached. Please call either Craig
Overly or myself to discuss.
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Industrial Contractors, Inc.
900 Poplar Place S •P.O.Boa CI4106•Seattle Washington 99114•(206)447-2o00
TRANSMITTAL RECORD
To: _ l•\f C '^l Ct.'r.1 -- Dab ---5 IS_5 _ _. _
- ---_--_--- Job --.�.C�-utr=
LOOation _..�4ctr� _.
1 Vh ara vending: Y Attaotted
I —Separate cover by, - -------.--._.._
I, Vendor.
Quantity Drawing No. Description
_.a ppec y4 NRMtr-
_For approval __. Approved as noted
_For your uN _Not approved,
please resubmit
X Far yo
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MlrtaMa:
G` ' KiNr Tlltte.eMl/jef rf_ BAUDH INDUSTRIAL CONTRACTORS, INC.
Job.No, DoIN
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OF
ATTORNEY O>nEN,k[WRA LMNMSaURANCECUOMft NY G.kAMM 1pA
&AFIC
NpMAITU1. ASHMOPIA2A.
FECO surn[,r,r9NINproN MISS
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p 749
No.
KNOW All BY THESE PRESENTS.
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA.oach
a Washington oorpo.atwn.does each hereby oWmt
--------JOHH N. ZEFKELES; GUY H. BOCKUS, JR.; VICTOR E. PARKER; LAWRENCE J. NEWTON;
CYNTHIA L. SCOTT; PETER H. HA[METT; CINDY E. PAULSEN; BARBARA BATSON; CAR1. NEWMAN;
TIN CHURCH; VIKI FOSSELL; Seattle, Washington----------------------- .__------------- A
s
its true and lawful oncon"al-m fast.with full authority to e.e0uts on.a behalf Itsbty end suraty bonds or undertaking,
and other documents of a alms,ChereClot Iseuse in the course 01,11 busim as.and to bind the mspactlya company that Wv.
IN WITNESS WHERSOP,SAFECO INSURANCE COMPANY OF AMERICA end GENERAL INSURANCE COMPANY
OF AMERICA have each oreculed and attested those presents
Sth Julyday of Is
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CUT4ICATE ---_----
E.tracl from the BY Laws of SAFSCO INSURANCE COMPANY OF AMERICA
art of GENERAL INSURANCE COMPANY OF AMERICA.
"Article V.Section 17 —F10ELfTY AND SURE"BONDS me P,astdenl any Vtpe hestant Ins Secretary.art any
AFLalant Vice President appointed lot that purpose by the Wilmot in charge OI surely operations.analI VaCh have authority
to appoint individuals as anornevLm loci u, under Chat apprapriala totes with authority to execula on behalf of the
company fidelity and solely bonds and other documents of stunts,character issued by the company m the cori,se of its
business On anv instrument making or evidencing such appointment.the vignatures may be attired by locsnnle On any
msnumsnt conlsnmg such authontyor on any bond or undeltaking Of the comoAnv nester or A Mcmmt4 hoeol.may 6e
imprns*d or AIIIsed at to any other manner reproduced,P,uvIded hovmver that if,,seal shall nor be necessary to the
validity of any such instrument co undertaking"
EAuara from a ResOluron of the Nosed of Opaetors of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY Of AMERICA eaated July 28. 1970
On any CQIILcals encul"by the Secretary Or an assistant secretary of the Compat y setting out.
III The pravlam,Is of Article V.S"I.on 13 01 the BY Laws,and
III) A COPY of the powO of attorney 4p 'Almenl,execpled pursuant thereto.and
I10 Cerldvtng that Mt Power of allpheY Appomtmem Ism full force and Nlect.
i the S,gnslurs of the Certifying officer may be by facsimile,end the war of the Company may be a Iecsimae thereof
I, Boh A Dinkev. Sove-lery of SAFECO INSURANCI COMPANY OF AMERICA and of GENERAL INSURANCE
COMPANY OF AMERICA.dO hanbY cotiN that the foregoing e.nects of the By iewundCf a Rasolau0n of the Bwrd of
Directors of these corporutons,and of a Power of Attorney Issued pursuant thotelo,ath true and correct.am that born the
BY Laws,the Resolution And the Pows,of Attorney AIa still in full IWCO onto elfact
IN WITNESS WHEREOF,I he"hereunto let my hand end affixed he facsimile seal of set corpor..non
this In*h ay of __MAY_.__.19_g9_.
a eNANYM
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PERMIT BOND
f BOND NO. 5568695
E
KNOW ALL MEN BY THESE PRESENTS1 That we BAUGR INOUSTRZA'.CONTRACTORS, INC. of Seattle, Washington, as Principal, and SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation,,
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as Surety, are held and firmly bound unto the CITY OF RENTON,ae municipal corporation of the State of Washington, as Obligee, IR' �
in the penal sum of TEN THOUSAND AND N0/100 DOLLARS ($10,000.00) ,lawful money of the United States of America, for the payment of
i which, well and truly to be made, we firmly bind ourselves and
each of our hairs, executors, administrators, and assigns,
u,
Jointly and severally by these presents. u�+:
Sealed with our awls and dated this 10th day of May, 1989.
I i
THE CONDITION OF THE FOREGOING obligation is such, that, WHEREAS,
the above named Principal has applied for a permit pursuant to
the ce No. 3205 to do
on a
City ofvRenton roadwayisions of Street, Alley, Avenue oriot erkpublic
�x
Place, during the period ending May 10, 1990.
NOW, THEREFORE, if the above named Principal shall indemnify and
save harmless the City of Renton from all claims, actions or
damages of every kind and description which may accrue s a
result of aopening and/or working upon any roadway, street,ast, allay,
avenue or other public place by him or those in his employ in
installing or making connections with any public or private sewer
or Water system, of any other purpose or object whatever, and that
° he will replace and restore such roadway, street, avenue, alley
or other public place to as good a state or condition as at the
time of the cuMncement of said work and maintain the same in
good order to the decided satisfaction of the City of Renton
Engineer, and that he will Comply with all resolutions or instru-
ments relating thereto, then this obligation to be void; otherwise
to remain in full force and effect.
The liability under this bond is for ■ period of one year from
May 10, 1989 to May 10, 1990 and may be extended by the Surety
issuing a Continuation Certificate.
BAUGH INDUSTRIAL CONTRACTORS, INC. SAFF.CO INSURANCE COMPANY
OF AMERICA
By, By f .
Bar r a son, : too n y- n-Fact
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i AUTHORIZATION OF ;PECIAL BILLING
oq
BATE__
PROJECT NAME:
PROJECT NUMBER: YJ 9q1
WORK ORDER NO.:
It is the intent of this letter to authorize the City of Renton to bill the undersigned ,. .
for all costs incurred rclative to the above-referenced project, by the City of Renton
for the following work:
f �0.tN IMiUt <Oeni(�q� �y iA t (r
jia� +rraVa, i ahYeA Igo It . T _
BILLING TO K SENT TO:
Name: aA6-tr /Ntusrxl,4L
Address: qdn Pbf-.A2 PL, S
City: krrA_'k N/A
Att: Genf fiol. e
Phone e
000 , Contractor or
Authorized Agent