HomeMy WebLinkAboutWTR2701999 L.I.D. #314 East Valley Hwy. N.E. W-
16th, 19th & 27th Streets
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CITY OF R[NTON • DEPAR1 MINT OF ENGINEERING
/a MUNICIPAL BUILDING 200 MILL AVC SOUTH REN10N WA 90085093S•2031 I
PROJECT t,1,9. "IA teal fallax Read PROGRESS PAYMENT ESTIMATE NO U 1 Final
COntlatt NO cOty,QSa•!1 COn„atld _ _ CASCAOt "Tic tMI9CE 9 CIo7,n Date 2A•N I
SM6a11.OljL
N BYtC �I- PREVIOUS THIS
NO N0 «>...•.v�Q`!0� Y�+ U_nt�llrot P.,< Eat P IOUS tOTA
� 0lr .._. _ S ESitMATE TOTAL TO DATE OIYlA nowt
Otr Anwunl Ctr Arnd.rN
� 'sfN ,E A-7 Y•t-ott,
I i�...`.� i i
1).I'S34. 1
1.ke Bank It,., C....1. Clu. S
frrtnch) ITOMs 11
3.I Sol 10A.30 rowndatimt wat•rtq TONS 7.Vt, ISO
S.i.m 12•Ineh OutNle Iron wabt I ,
Main, Class 32. T•ton Jeaat 'L.r, 25,00! 372 .lfill& M.660.00 1
4.L30 to-Ifth Untt lie inn, water II{19,9 40,450.00.
Nat.. class $2, Ntch•nleal I I I
Joint �L.r. 13.00 3% 40/,0 91616.00 40/.0 I9,41"M
!•I.30 6-Inch 0uctilt Iron Wt"
gain "ah.nital joint
mt1.a lna shackle Rod• L.F. 71.00' S2 I 1}S.0 3,1}5.00 1
i I 12S.01•• .m 1:"Ynt Co,�t"tw Thntu 3.175.00
Slot kin, S.Y. 90.00 46.51,200.00 1
7,i,m 3/4.1"h Shotklt And• i1.R l.m 11600 4090.0, 1,920,ro 15.0I� 1,200.00
9.1.30 17.1nth . h-inth Vet Tar 't.. 1,3m.00 1 1.0 1.3pp.00 i109D.q I.Ti20.00
9-:-m 12-11ch 1 Io-imh k•t Tor G. 1,750.00 F 1.0 T. ( 1.0 1.m0,00
10.:. 000.00 , 6.0 I 7,0m.00
to Retonn tt Well.. sarwke Ta. 360.00 t 13.0 33M.00 13.0 1 3,900,0D
I1. ,m btar ut.tin, sorWt. t., e50,00 ) 1
12. ,m 1mra fitting. •IA• 0.75. 7,30 11144.0
11.„m 10•tuth Galt V.N. 139.00 ills/,q }1},O0
3•. fm.00 a !.0
.„m 12-Inch 1,0 lx -into Cat* "lve, Y/eYMu, i IM0.00
I
I /Vault L. 1.600,00, A 5,0 9,000,00
15,I.m Val" Mark., 9.d COMM
fo• 35.00, 12 21.0. 735.00 Y1.OI 7l3,00
le, ,m AdjustYaltc got, the ludlnt
'al" OPeratinS out IStenoles Re 17,i. 10 , 3 "A"A2.100,00
m Ntd.ant A.awhlr. rrpa A a 000,
.. 1,to ,% }9.q Y,f00.00
I9,�,m Ntdrant a1•wgT. Tp 1-1 1t•, 1,330.00, lO 9.01 /1.700.70 . 9,9J 11.100.Op
it.i.m "Pont b"a61 1 1.0 I.3W.00 I 1, t,31p.0D r. Type 9a fa• 11330.00 1 j 1.0 1.M 00
M. .30 Guard Pats 1.0! 1.}10.00
ta, m.00I N 1 10.0 m9:00 1 10. 100.00
21, .m Ny6gnt Wrt ltal Taunxttm V.F. 200,00 6 i d1.1, 9,300,00 22. .m Tw mnrsr, 2-inch 11aw.Ofl I /l•� 6,300.00
An"kb to. MOO it 1 12.0 3,
I 90D.00 1 IY,oj 2,000.00
s.ktot.l 7 102,132,00 i f09,l3i.00
1 '
N.S.S.T. . 1 Y.176.10 ! 7S� ' t
N,S.S.T. .01 2,1 J6.1p
91/,90 911,90 +TOTAL SC a St 4.523.22
� TOTAL NtnOIf A•7 /,677.2}
117,1/6.97 IIJ,t/n,1}
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CITY OF RIATON Et D1.11ARTMI-NT M ENGINEERING
MUNICIPAL SUIIOINO 200 MIL:. AVE SOUTtc NLNTON WA 98056.935•91631
F �
MOJLCT t.140. I716 [ere •�Ilr. tftl PNO9NESS PAYMENT LSTIMOE NO 11!I'M)
treat No U" TH62 Cor•t tat to, eAWAOt Cbvn6 0a10 2.144 ShMitoi2L
9m: • L•1 P11Ev10U8 107'I THIS ESTIMATE TOTAL, TO DATE
710 Oo•r.,pnon un,r un•t ►r.a9 p1r 61r Awwnt Olr Atn0on7 Ctr At1te..ro
9 4MLI 1-2. vat.,
i. >D bM 9u.. Onwl, Clna a I !
<tt•ncnl T w 3,S0 Ne 117,{; 31{.{0 l 117.6� 516.50
/euM•Hw, Muria T6d 9,SW Too '
!. 10 It loco 9uoe 11e Iro,. Mar I
I Min. rise, U. 'yn„ Joint I./. 2030 6155 16709.0. 108.691.00 S]02A 106,691.00
w.I,10 •10 Inch Ductile Iron water
Mfn, Cie,. St. Mo Mnlcsl
Joint 1 I.7. )LSO NI 111220' 14,123.00 , �1122A 211121101)
S,,.36 6 Inch purtfle Iron Water 1 i
Min, CIA., S2, H.rhenful '
Joint. lnefudlnp Sh.oklt Rode I.1. 20.00 190 1 21S,0 1.]00.00 1,100,00
I
4.j.20 C'.�,t Comma IN...t O.,*1 C.Y., 60.0oi 211 91.0 7,260.00 91,01 7.1e0.00
.10 11. inch Sh•ek• a,N I I. IJO' )700 'T511.0 J,616.00 i It 1,016.00
1.;.30 II Inch . 6 inch rtt Top to. 1.100.00, 2 ].0 J.100.00 I 3.0 3.100.00
'. .717 12 Inch a 10 In.h Wt Tev i to. 1,750.00 1 1.0' 1.750.00 l,h 1,750,W
10. JO 16 loth . 10 Inch Yet Too [.. 2d00.00. 2 2.0. 1,100,00 f. 1,100,OD
Il.:,,50 Mcousnct -.i.tinc St"114 I to. )IN),001 ) 3.0: 90,00 ).� IDO.V
it.,.M A.tap Gating Service I to. 1 610.00. 6 1.0 1.350 00 1,4 1.350.00
11. .10 Let's Tw IRI• Ih. .15�,10,000 I112e,o1 816.00 I 1126,0 N6.nn
16. .10 to inth "to vat. La. 510.00; 22 21.0 11,550,o0 21,d 11.610,On
15. .10 12 Inch Cat. valrr, Ni,h
T"•at, vfth v.01 G, L/OO.00j It 6.0, 11,700.01, e. I1,200.00
16. .70 Val" Mrke. j G. 13,661 2? 10.0' 1,060.00 i 10.q 1.050,00
..-.So Adjust vale. Lon, 9ncludine ' I .
Value Orrnti.a Nut Eeteman' [A. 100.00' 12 55.0 1,S00.00 ]S,O', 1,500.0n
1/. .10 Nydrent A...nbly, Trr. A , La. 1.moo; 1S I 13.0 19.SO0,00 ( 15.O 19.600.00
19,'.30 Hydrant AA.f.bly. Tyvv 1.1 is. 11150.00' 7 ] 0 1,050.00 1 7.0 I,D50.00
20.i,10 Pydrent Assavoly. T7M 6.2 La. 1.)50.00 7 I { p 5,IOOAO ' 1.0I S.IW.00
21, JO IWrd bus 9s. $0.00, S6 7.0 l50,00 I 7.0
22. Ao Nydr vertical L.ton SW.QO
am Hm, V.I.9.I. 200.00 U { i6.0 5.600.00 I 2e.0I 5.{00.00
21. .]0 Tarorny 2 inch alowol/ !
Movably La. 250.00 31 11.0 7,750.00 S1,01 7,750,00
I9MlAct Myd"At 6 Vat" 72.T0 I.S. 1.7011.09 1003 I,7N.09 loot 1,701,09
Su►taut 132,176.61 1 1.351140 2W.SE{,69
Y.S.S.T. 6.11
11,121 e1 10.76 I 11.e51.16
N.S.S.T. 7.01 1 1.2K 26 ],l60,M
M,S.S.T, 6.6f , 2'1".84
4NTN1 On NOW ! 1
� .OTAI SCNIOULE 6-2 ; 1 ! � � 2N9,e/1.62 � � 1,159.]5 ; i l51,27T,97
1 1 i
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CITY OF RF,`M DATER LEPARTMENT
Pressure Test i Purification Test Form
PROJECT 40.
NAME OF PRWECT
PRESSURE TEST TAKEN BY ` ., 'j ON
AT A PRESSURE OF . __PSI, FOR -MIN.
TFST ACCEPTED ON
PURIFICATION TEST TAKEN BY :j 0^
PURIFICATION TEST RESULTS, SAMPLE #I
SAMPLE e'_� B
SAMPLE a3
REMARKS: "'
CITY 01 M;NI { MATER DEPARTNEI.`f
Pre41tlre 7,*:r 4 I1trif#estien Teat lore
PROTECT NO. 1,,, •_'_
NAME 9F PRWRCT '✓ .t{ -
PRESSURE TF.51 I'1UEN RY O.y
AT A PRESSURE OF �....___r.«.—PSI, PON__.. "IN.
TEST ACCEPTED ON
PURIFICATION TEST TAKEN EY_, R ON
PURIFICATION TEST SAMPI' "l
SAMPLE
RLWARF:S:
"ITT O" "FRION '"ATRR DEPARTMEA^
Pressure 'n.;r g r,�pifles .ion Test Fore
PROJECT Nf, t
NA" '3F PR0.IECT.�
PRESSuwR TEST TAKES BY
AT A PRESSURE OF
FAR
TEST ACCk PTEO OV MIN.
IURIFICATIO,Y TEST PAKP.N v r __
PURIFICATION TEST SAMP, �'—"'-----
I _
Sr4Unt
SAMPLI. -3 .
REMAR+:S: x A G
CT'FY 01 RE*\'TON ^'1I'ER DEPAMIENT
Pressure Te<r o F�irifirntion Teat Fat*
PROJEI:T NO.
NAME 9P PROJECT s✓ J,.�1
PIESSUPt TEST TAKEN B1'_^ .:. •i,` > ON
AT A PRESSURE OF MIN
TEST ACCEPTED ON
PURIFICATION TEST TAKEN
PURIFICATION TEST rr,.uIT8, SAMPtr, el
SAMPT@ eZ
SAMPLE ON
REMARKS:
oc-laT'�a /� , /-13 4 .r ^
NOTICE OF NE
W FIR[ HYDRANT Ifs-SERVICE
NAME OF DEVELOPMENT
ADDRESS 45. vt � v "_'-----�-.--
.
INSTALLATION CONTRACTOR _ _ r. VIGIL.1 e7
WATER PROJECT NO. -_a�..�r TT fly ee
NLMBER OF HYDRANTS-_--_'--------
I. (FOR FIRE DEPT. USE ONLY)
I. 1 HYDRANT NO,
4.
6.
INSPECTOR
NOTICE OF NEW FIRF HYDRANT iN-SERVICC
NAME 7F DEVELOPKNT
ADORFSS
INSTALLATION CONTRACTOR
WATFR PROJECT ND.
NLIPBER OF HYDRANTS
HYDRANT �.00ATIQN15 (FOR FIRE DEPT. USE ONLY)
HYDRANT NO,
1.
S.
5.
INSPECTOR
tYJT U`. OF NEW FIRE HYDRANT IN-SEC.VICE
NANE OF DE\ELOPWNT
ADDRESS - ' _
INSTALLATION CONTRACTOR _
WATER PROJECT NO.
NUMBER OF HYDRANTS .�
_HYDRANT LOCAL IONS (FOR FIRE DEPT. USE ONLY)
HYDRANT NO.
1.
t.
3. _
4.
6.
I
INSPECTOR ,_, _
I ITY OF RENTON WATER DEPARTMENT
(PSI
last 6 Purtficetion Teat Form
PROJECT N0.W .d..L .......
NAME ;i! PROJECT__��,�_,��/ �
PRESSURE TEST TAKEN BY ON
AT A PRESSURE. OF _—PSI. FOR._ MIN,
TEST ACCEPTED ON
PURIFICATION TEST TAKEN BY 4 y. oW,
PURIFICATION TEST RESULTS, SAMPLE el c<Q wo Jf, ").c)J
SAMPLE e:,e ry 9Z6 00
SAMPLF 07 fi:>
REMARKS: 6/>,
SANITARY SEWER SYSTEM lnW PRESSURE AIR TEST
PROJECT 43iLiL t „`
• ATE
MIN
LOCATION I LENGTHI K C T1 LAF RESULT
ILI
_ M
!'
1
IdtaaBEiL£ [ £Qa3 [$e2a$ IREa
Do March 10, 14.t
M Richard C. Houghton, Public Works Department
►oml Robert E. Bergstrom, Engineering supervisor
L.I.O. 0314
The pertinent dates which
follows: Mva been set with regards to L,1,0. 314 are as
First My Of Advertising March 24, 1982
Bid Opening April 27, 1982
Start Construction July 26. 1982
Complete Construction December 2, 1982
Total Working Days 325
E
o ergs .rom '—'
DM:ckd
cc: Gary Morris
talon Olsen
• t'C tCn�l lF•-.�.
VAC k .4"CA4 cat) Ca•-..-.h fy L'' 6Ay �c
(cost-7 V�IJ7{ VII�. plf, wo tf- 11M
e•UtNy � u� S T�� �,.,it � c�.�Q
Tit. > t faPypo, br/d•a.�f _ Co-,F� + L
�" �. 'f}��.�
•
• A,;-4S-,
COWUMOWE
APPLICATION NO(s) t L.I.D. 314
DESCRIPTION OF PROPOSAL: I'ToP,;sed roadway improvements (installation,
widening curbs and gutters, and
storm drainage to East Valley Road) .
PROPONENT: City of Renton, Public Works Department
-OCATION OF PROPOSAL% East Valley Road (S.W. 16th Street,
S.N. 19th street, and S.W. 27th
Street).
LEAD AG6"Cr: Public works Department
DATE OF ERC REVIEW,
Acting as the Responsible Official, the ERC has determined
that the lequeated modifications to the initial proposal
reviewed under ECP-633-80 on December 10, 1980 are within
the scope of that original proposal and the environmental
determination of non-significance is still valid.
This decision was reached following a presentation by Richard
C. Houghton of the Public Works Department. Oral comments
were accepted fromt David Clemens, Richard Houghton, Ronald
Nelson, Donald Monaghan, Paul Lumbert, Roger Blaylock, Steve
Munson and Ed Wooten.
Incorporated by reterence in the record of proceedings of
the ERC on application L.I.D. 314 are the following,
1) Environmental Checklist Review Sheets, prepared J+y:
None prepared WCRS's were submitted IT :several departments,
however.)
SIGNATURES;
✓� J.ex-- F �C
ona Nelson U i< emena, nq
Building Director Planning Uirectot
. oug .tc
Public Works Director
Nuvamtar Is, 19a1
Date clrculn•; "
duel
E%VIRD►NIN1:11 "RCKILVI RiVllw SNEE"T
E CF _ 633 80
APPLICA1l0N Na�c L. l,U, 314
P&11'JNENII CitY of Renton/Public WOrKs Department
ProJJCCT IIIIE : L.L.D. 314
-------------
Rr+ef Dv,, rtptl.v; ur I'rt,(rr( o Pr oar:: rOaytwa im rovements
(installation, widening curbs an nutter.;, an: storm drainacie
to 6aaov R.ycjl t
Aile" R yd S,K, lbth Street S,I
sr rest, and 1 , to tree f• 19th
i i1E ARI NUt AClpl ruble• dJ1l ee 11 -A ;
nr Not Applicably
011E 1U1'H( \IAE
. . :: Not ApPl1!•.lUlr
'11 N1h! NAJtll: tIDNI.
I IUpJ It 'phi.
+X
X
- ,.1 Industrial/Vacant
Inducer is l/Vrennt �� �""'—"
I r
-T----
.X
+X
dl t.tft:.
_X
I' R•e Diroctior
J'S lmparta Raviewed !)y
Of
November itl, 1981 � ""
SECTION 72 - PIPE FOR WATER MAINS
72-1 GENERAL
All pipe sizes, as show on the drawings, and as specified herein
are in reference to •nominal aiaeeter, unless otherwise indicated.
All pipe shall be fabricated to fit the plan shown on the drawings. One
type of pipe shall be used throughout the entire project except as
necessary t0 match existing piping or as otherwise Specified by the
Engineer. Where relcoation of or replacement of existing piping is
necessary during construction, materials used shall match the existing,
subject to the approval of the Engineer.
All pipe, valves, fittings, and specials shall be for water working
Pressure as described i, the following specifications and plans and
shall conform to the requirements of the applicable sections of the
A.P.W.A. Standard Specifications, as modified herein.
72-2.02 DUCTILE IRON PiPE
Ductile Iron Pipe shall conform to ASA Specification A21.51-1976
(AWWA C151-76 Grade 60-42-10).
Ductile Iron Pi;c shall be cement lined and sealed in accordance with ASA
Specification A21.4-1980 (AWWA C104-54), 4" through 12" pipe shall be
1/16" Cement lined and 14" through 24" pipe shall be 3/32" cement lined.
The pipe Joints shall conform to ASA Specification A21.11-1980 (AWWA
C1114). Pipe ,Joints shall be Tyton Joint, Mechanical Joint or approved
equal, as required by the bid proposal description, Approval must be
obtained prior to bid opening.
Pipe thickness class shall be as required by the bid proposal descrip-
tion.
72-2.02A POLYETHYLENE EKASEMENT
Polyethylene material, thickness, and width shall conform to ANSI
A21.5 or AWWA C105.
72-2.08 PIPE FITTINGS
Cast Iron pipe fittings Vthrough 12" shall be Class 250, as per ASA
Specification A21.10-1977 (AWWAC110-77), and shall be cement lined.
Joints for fittings shall be Mechanical Joint as per ASA Specification
A21.11 (AWWA C111-80).
The above shall ho-d true unless called out otherwise on the plans or in
the Bid Proposal.
72-2.11 SERVICE CONNECTIONS
Service line connection to the new main will conform to the Star,7ard
Specifications of the City of Renton bound herein as applicable. The
Engineer will indicate the location for the taps on tW new main for each
service to be reconnected.
The Contractor will direct tap mains for 3/4' and 1' services and use
double stay service clamps for 1 1/2' and 2' services.
The Contractor will use copper tubing for 3/40 and 1' lines and galvan-
ized steel pipe for 1 1/2' and 2' lines.
Connections to existing service line will be with Dresser type couplings
for steel pipe and flare-type, three part unions for •opper tube.
72-2.12 RETAPS AND RECONNECTIONS OF EXISTING SERVICES
As directed by the Engineer, the Contractor shall relocate existing
service connections. This work may involve only relocation of the meter
box, meter, and meter set, or it may require retapping of the main. The
Engineer shall determine in the field if the service rvquires relocation
and re:onnection or retapping from the main, and will direct the
Contractor accordingly.
sEcr
!ON 73 _ tAENCH EKC
13 1 sENEltgl AVAt10N AND BACKF
the rwatsnthexcavation !lt F
cable Pr rlh And app , be< ll
�tER 1(tINS
1.
CA
A11'v4r herein. Sectipta 3esApaW�b t n Prep dence�wfnd Deddln
9vantcontractor d SPecfficatl the APD)tr
Shallity, and Of Shall "nf °rs. except
des and19,'t grade dode fOrtmet Should f fo°IpT, satisfy, ;r
f o be the
n approved materfils,orl r In 40proo l he the Contra,, h�!a p hims fPosesvOte N0 r ter
oen
Placing9lneer Shall ed manner and Conditi CA a co t dd lineshan those
. an
hollit� Of meterjelition f allete contr on �'s own With
Excar Nested at a site a used es eriti laOver the exc ex.
to t es en�o f every Provided by t^e fill
SAlll doteneinn9, R1ovin .tur sh! an^es and gad with crt tfon, c)essff Co^tractoru^suitable the su t
ditch d as °des if f material
°'feces Shall pindicated p^Cessory./��s Of the an on and
Dne° � Of
mee'Ing�r°^otipnto,)ed toNInte,c S.
rem t°fpiP' sh II be ever sPerfo ub_
acted at a siteuiremenl^djtf of Pt rem
, al, d St On °r Of ° Y dr ^9 an rmed
hen separlinate a Provide or cyor backftlj work Aljrfoce watan drafna9e
F`OAtlOphauiingxoanfpuleft fhea^�ntractp a)) excfssm°tetlialseshd1s
Founda Ill
vision$L°f Prepar pp RtionNANOBEGOINirwasteo/fexcavatedm4terjor Storing al 1
bottom of the on )3. A.Pell In .
ant 0t the trench o ,P- .4. StadarCordonce wl
tith
n unstop De lhrou9h U shaped toSpeeific tfo he °pplf
unste pro.
ChSCOna t1 )3h2,pSgfofer'ultamre e0sLell ingfmat length,)V SupPOrie�^etNot ttwn
m71 yylthconditf�3f11 not nec A.P w°A th« use ft encount
A11 costs a Enyi^eer the e'en sser{)y �Stendard m°terlal 1ne ed at t
select The Per per t n w°tery^9 sArmfr,eNtShall DeCdesw sultabfli aeredpasfetered one n°atioes°roan e
Sectio Indic lie t
n j3 ourc�dr f�"^jsAf^9 and I,14C 9 the 'be f ieCtrench
rof te c he C01't toot
Iton
m°terial yp.eQutliol f1^
Excavated materials that are free from mud, muck, organic matter, broken
bituminous surfacing, stones larger than 8 inches in dtmens1;,n and other
debris shall be used for backfill except where otherwise regA red,
73-E.06 BACKFILLING TRENCHES
Initial Backfill
i
Initial backfill shall be placed around the pipe in layers not exceeding
eight inches in depth and each Dyer shall be thorouglly compacted by
mechanical tampers to At least 95% of maximum dry density at optimum
moisture content as determined by Standard Proctor Compaction Test, ASTM
Designation D698-58T, Method D. All work related to the testing o• the
canpaction, including proctor test and compaction tests shall be taken
on the pipe trench areas. The locations of the tests shall be selected
by the Engineer. If one or more tests do not meet the specifications As
stated above, additional test will be taken as requested by the Engineer
at the Contractor's expense.
Subsequent Backfill
All subsequent backfill under street and shoulder areas shall be placed
In lifts not exceeding 8 inches in loose depth, and each lift compacted
to at least 95% of maximum density at optimum moisture content as
determined by ASTM Uesignation D698-58%. Method D. Inplace density
determination shall be made in accordance with ASTM Designation
D1556-56T, except as otherwise approved by the Engineer. Testing for
compactions in the improved areas shall be to accordance with the testing
as stated in the section on initial backfill.
73-2.08 BANKRUN GRAVEL FOR TRENCH BACKFILL
Select trench backfill for the pipe shall consist of crushed or
naturally occuring granular material from sources selected by the Con-
tractor. The source and quality of the material shall be subject to
approval by the Engineer. Select trench backfill shall meet require-
ments for bank run gravel Class "B" as outlined in Section 26-2.01 of the
Standard Specifications.
73-3 MEASUREMENT AND PAYMENT
No separate or extra payment of any kind will be made for
excavation, canpaction, wetting, drying, water, or nrDcessing of
materials, but shall be included in the applicable unit prise paid for
the waterline in place, complete.
Select backfill shall be placed only in those places designated by the
Engineer.
Payment for "Bank Run Gravel Class "B" (trench)" shall be paid at the
unit price set forth in the proposal by the ton,
SECTION 74 - PIPE INSTALLATION FOR WATER MAINS
14-1 GENERAL
T Pipe installation shall conform to Section 74 of the Standard
Specifications except as herein modified. Jointing shall , form to the
manufacturer's recommendations. Cut pipe with approved Pipe saws only.
Keep pipe plugged except during actual pipe laying. The inspector will
stop work unless an approved plug is on site and available. Minimum
depth of cover shall be: Pipes 12-inch I.D. and larger, 48 inches; pies
smaller than 12-inch I.D., 36 inches. p
74-2.03A INSTALLATION OF POLYETHYLENE ENCASEMENT
The polyethylene encasement shall be installed on all appurtenances, such as Pipe laterals, couplings, pipe and
fittings, and valves,
in accordance with Section 5-4 of ANSI 21.5 or AWWA C105.
74-2,10 CONNECTIONS TO EXISTING MAINS
Connections to existing Piping and tie-ins are indicated on the
drawings. The Contractor must verify all existing Piping, dimensions
installl and connect alluwet t re prop t(existing mait. The ts rinclud1n9actor 1anY rovide�
fittings not called out on the plans.
Prior to making connections to existing mains, the Contractcr shell
notify the City of Renton Utilities Department of the date, time, and
location of the tap to be installed, and shall submit a drawinr detailing
the procedure and materials to be used in the connection.
Materials for wet taps shall be all cast iron, and tapping valves shall
conform to the specifications for other valves. The wet tap shall be
Pressure tested after Completion of its installation,
Connectio-s to existing water Pipelines other than wet taps will be made
by the Owner. All necessary trench excavation, backfill, and su.face
restoration shal' be performed and all necessary materials shall be
supplied by the Contractor. Contractor shall furnish equipment and
manpower to assist the Owner's crew for the connections. The Contractor
shall remove existing and temporary plugs, r ,ncrete thrust block, and
blowoff assemblies prior to the Owner making the connection. All
materials shall be on-site prior to Owner notification to make the
connection. The connection will be made after pressure test and sterili-
zation,
The Contractor shall be responsible for the protection of all existing
Piping and appurtenances during construction, and shall take care not to
damage them or their protective coatings or impair the operation of the
existing system in any way.
74-2.12 FIELD TESTS
Hydrostatic pressure and leakage tests on the new Pipeline shell be
made 1n accordance with Applicable provisions of ANNA C-6DO-54T or
C603-6t1' and Section 74 of the A.P,W.A. Standard Specifications, except
as modified herein.
All equipment necessary to m.ke the test shall be turn shad by the
contractor, and the contractor shall conduct all tests under the super_
vision of the rigineer.
Any
PI eblby the Contractor blies which may a required f r testing shall a sup-
Press�est
pressure tested in accordance with APNA S be
Prior to acceptance of the water stem tathe tire ndard The
method shall conform to •2,12A Testing Section with Hydrants Installed`,
Test pressures shall be as outlined for cast iron pipe, Ductile iron
Pressures shall not be used,
The Contractor shall provide all necessary equipment and shall perform
all work connected rimwit the tests and conduct said tests in the presence
of a Utilities Department Inspector, Insofar as practical, tests shall
De made with Dipe joints, flttlnOs and valves exposed for inspection,
Leakage Tests
Leakage tests shall be made after the pressure tests have been satis-
factorily completed on the new pipeline or concurrently with the
Pressure test. The hydrostatic pressure for the leakage tests shall be
equal to 100 psi,
74-2.13 DISINFECTION OF WATER MAIN
completionffo1Lhe of'
project new
andashallter be�in shall
accordance et A�,P P.W.A.
Standard Specification C601-S4 and Sect ton )� fo the A,P,1' I, Stand
9ard
DepartmentiOfsHealthha The ll Initiel concentrate n o acceptance Of f the State
ofinathenline
shall be SO parts per million and this solution shall be held for a
period of 24 hours. Disinfection of the entire water system installed or
disturbed under this contract, including pipe, Pipe fittings, valves and
appurtenances, is required to conform with the specifications state,;
herein,
74-213A DECHLOPINATION
Upon Compietion of disinfection of the water system, the treated
watered an
disch•rgeptheved manner. In chlorinated waterrtain dlrectlyatoothe
sentiary sewer. Howr•er, prior to disinfection of the system, the
COntrartor shall obtaii. the approval in writing from the Municipality of
Metropolitan Seattle sanitary sears. (METRO? and the City of Renton for discharging into
�
Should dir the ect discharge to sanitary sewers of chlorinated water not be
accordance Contractor wit A the City of aRentonll AStandard Detaiilsiincluded int
tthese
specifications. Under no circumstances shall chlorinated water be
discharged into storm drains, onto the ground. Into ditches or wetlands.
74-2.14 CONCRETE BLOCKING
Provadel concrete blocking at all fittings end horizontal `
vertical g points. Conform to the Standard Detail zontal or
Blocking hereto and the A.D.N.A. Standard Details for vertical blocksor
f\
All fittings to be bloc.ed shall be wrrPPed with via Queen. Concrete
block in v
fermin m shall De properly formed with plywood Or other
be strI materials and shall not be poured around Joints. T forms shall C
installedewith prior
usekof11sAeCkleAluase RoAllwhere r°Qulred,rshallabe
t
varninth Federaland shall be galvanized or coated with Atwolcosts rods
of asphalt ,
installation Shallibeciiniaccordancevwith the Standard Detail.
rod
74-3 MEASUREMENT AND PAYMENT
The price per linear foot for installer the water i t
Quantity listed in the Did schedule, shah const{tuts pipe,
for the water line, 1n place, compiete, including; all pavement removal,
excavation, trenching, native backitll, fa+ndetlon pre era
compectlon, pipe, Pipe iaying and ,lointing� AiIy�LT^p s or e
dewatering, connections to existing Dipe, furnishing and installing or ng.
fittings, testing and disinfection of the completed installation, The
price for six-inch pipe shall include sAackie rods.
Concrete blocking shall be mersuvd and Paid for at the applicable
contract price, per cubic yard; pa, ent Of which shall constitute full
compensation for furniving the mate-141 in plate, complete.
Shackle rods shall be measured by the linear foot of shackle rod
Installed. The unit contract price per linear foot for " rod
Rod" shall be full compensation for all labor, tools3/*ate materials epuipment necessary or incidental to the shackle rod installation
is and
However,as nonpayment will i made for shackle rods installed on 6-inch
Pipe, as described 1n Section 70-3. -
The unit contract Net taps for connections to existing mains shall be measured per each.
necessary ensationp for pall er each for tools.l (Size) ets. aTa"eshall be
full necessary or incidental to the wet tap construction including the
tapping tee and valve, furnishing of the tapping machine, excavation and
backfill, miscellaneous fittings, and testing.
Service Connections shalt be measured per each. The unit contract price
Per each for "Reconnect 1visting Service• shall be full compensation for
ell lebnr, tools, materials, and equipment necessary to relocate and
reconne.t an existing service to the main. Including remove and reset
meters and meter boxes, furnish and install new water service pipe and
connect to existing water service pipe. This does not Include a new
service tap at the main, but does include a variable laigth of new
service pipe, if required. The unit contract price per each for 4etap
Existing Servica' shall be full compensation for all labor, tools,
materials, and equipment necessary to retap and relocate (if required)
existing water service connection.
Any extra fittings due to field changes in the water system shall be
measured by the pound. The unit contract price per pound for 'Extra
Fittirgs• shall. be full compensation for all labor toots, materials,
and equipment necessary or incidental to the lmetaliatlon of the extra
fittings. <--
r Try 0 4,1, r, rw
'.My`d v✓/1m•.. Yr.FIt'l i fr ~(Yifl!j.. r 1if1*
it
/ .
14
J
t
SECTION 7S - VALVES FOR WATER MAINS
75-1 DESCRIPTION
Gates Valves W throu0h 12•1
Gate valves shall be cast iron body, non-rising stem, full bronze mounted
With double disc gates. Ail valves shall be designed for a minimum water
operating pressure of two hundred (200) pounds per square inch and shall
conform t0 AWWA Specification C-SOO-80 and any subsequent modification
thereof. Each valve shall be 000 ring type, provided with ■ standard
square operating nut, and shall open by turning counter clockwise (left)
and valves shall be IDWA List le, Mueller A-2380, Pacific States, U.S.
W.tropoliten, Kennedy, or M&H. {
The 12• gate valves shall be furnished with Ovpass valves and concrete '
vaults, and shalt conform to the City of Renton Standard Plan included in
these Specifications.
75-e.01 MEASUREMENT AND PAYMENT
Measurement for gate valves shall be per each. The unit contract
price per each for "Ton-inch Gate valve' shall be full Compensation for
411 labor, tools, materials, and equipment necessary or incidental to
the installation, in place, complete for the valve and valve boxes, and
valve stem extension (if required). *Valve Markers` shall be paid for
per each.
Ths unit contract price per each for 012-i ,ch Gate Valve with Bypass,
with Vault` shall be full compensation for ail labor, tools, materials,
and equipment necessary or incidental t0 the Installation, in place, for
the valve, bypass valve, and vault.
r
SECT•?N 76 VALVE CHAMBERS AhD BORES FOR HATER MAINS
76-1 DESCRIPTION
Valve chambers and vaults shall be furnished ant installed whart
valves are installed. Ten-inch gate valves shall be furnished with
standard valve boxes. Twelve-inch gate valves with bypass valves shall
be installed in precast concrete vaults in accnrdance with the City of
Renton Standard Detail.
76-3.07 VALVE BOX EXTENSIONS
Where shown on the plans and as directed by the Engineer, existing
valve operating nuts and boxes shall be extended to match new finished
lgrade. Extensions shall be provided and installed in accordance with the
it of Renton Standard Plan for *Valve Operating Nut Extension Detail•
included in these Specifications, and shalt provide not more than 36
inches between the top of the operating nut and the finished surface.
76-4 MEASUREMENT AND PAYMENT
No separate payment shall be made for valve boxes and vaults.
Payment for Giese items shall be included in the unit contract prices for
"Ten-inch Gate Valve", •Twelve-inch Gate Valve, with Bypass, with
Vault•, described in Section 75.
Valve operating nut extensions and valve box extensions shall be
meaNutsured ting
Ext per each.
sMllunit be fullract compensarice tionar each forfor allV411patools.
materials and equipment necessary or incidental to the furnishing and
installing of the valve nut extensions and valve box extensions.
l
SECTIUN 77 - FIRE HYDRANTS
77-1 DESCRIPTION
Fitt Hydrants shall be Corey Type (opening with the pressure) con-
forming to ANNA C-504-80 with a 6" inlet and a minimum M.V.O, of S", two
1 1/2" hose nozzles with National Standard 7 1/2 threads per inch and one
4" Pumper nozzle with the new Seattle Pattern 6 threads par inch, 600 V.
threads, O.D. thread 4,875 and root diameter 4.61263. 1 1;40 pentagon
operating nut and opening by turning counter clockwise (left). Hydrants
shall be constructed with mechanical Joint or flanged connections as
specified on the plans and described below.
Fire hydrants shall be of traffic type and provisions shall be made for
drainage of barrel to protect units from freezing. Fire hydrants shall
be of such length as to be suitable for installation with connections to
Piping in trenches 4 1/2' deep unless otherwise specified. Fire hydrants
shall be IONA, Pacific States or approved epual. Approval must be
obtained prior to bid opening.
Fire Hydrant Assemblies shall include:
Type A - 6" Gate Valve (FL), 5" MVO Fire Hydrant (FL Connection)
including riser, 8" x 24" C.I. Gate Valve Box, and Concrete
Blocking.
Type B-1 - 5" MVO Fire Hydrant (NJ Connection) including riser, 8" x
24" C.T. Gate Valve Box, 3/4-inch Shackle Rods with Accessories,
and Concrete Blocking.
Type 9-2 - 6" Gate Valve (NJ), 5" MVO Fire Hydrant (NJ Connection)
including riser, 8" x 24" C.I. Gate Valve Box, 3/4-inch Shacks: Rods
with accessories, and Concrete Blocking.
77-3 CONSTRUCTION DETAILS
77-3.01 SETTING HYDRANTS
All of the hydrant assemblies shall be furnished with a
satisfactory extension riser to allow for a connection to a main up to
4.5 feat deep. The hydrant shall be set so the top flange of the riser is
a 0,3 foot minimum above adjacent curb elevation. Hydrants shall be set
no 'arther than 12 feet from the face of the curb.
77-3.02C CAST IRON VALVE BOXES
Valves and valve boxes shall be set such that the valve operating
nut is not more than 36" below finished grade.
77-3.02D LANE MARKER LOCATION IDENTIFICATION
Type 2 reflective lane markers shall be installed in accordance
with Section 44-9 of these Specifications to permanently identify
hydrant locations from the street. Reflective faces of lane markerr
shall be blue both sides, and located as directed by the Engineer, with
one marker for each fire hydrant.
77_3.D2E GUARD POSTS
Guard posts shall be Installed at each hydrant location in
accordance with the Standard Plan attached to these Specifications.
77-3.03 RELOCATING EXISTING HYDRANTS
Existing hydrants are 0 , on the plans, and require horizontal
and/or vertical adjustment to conform to new street grades and
alignment. For horizontal relications, the Contractor shall install
additional 6-inch pipe with shar.ling, fittings, and thrust block%. For
vertical relocations, the Contractor shall install vertical risers.
Existing auxiliary gate valves and valve boxes shall be extended where
required with City of Renton Standard Valve Operating Nut Extension to
provide not more than 36 inches from finished grade to top of extended
operating nut. Valve box extensions shall be furnished with the
operating nut extension.
77-4 MEASUREMENT AND PAYMENT
77-4.1 -IRE HYDRANTS
Measurement for fire hydrants shall be per each. The unit contract
price per each for "Type ( ) Fire Hydrant Assembly" shell be full
compensation for all labor,-T-ouTs, materials, and equipment necessary or
Incidental to the furnishing and Installing the hydrant, riser,
auxiliary gate valve and valve boxes (if required), painting,
miscellaneous fittings, and concrete blocking.
77-4.2 LANE MARKERS
Lane markers for hydrant identification shall be paid for in
accordance with Section 44-9.
77-4.3 GUARD POSTS
Guard posts shall be measured per etch. The unit contract price per
each for "Guard Prsts" shall be full compensation for all labor, tools
materials, and t4uipment necessary or incidental to the furnishing,,
Placing, and painting of the guard posts.
77-4.4 RELOCATING EXISTING HYDRANTS
77l4.4A HORIZONTAL RELOCATION
Horizontal relocation of existing hydrants shall be paid for pe
linear foot of 6-inch shackled, mechanical joint, ductile iron pip.,
actually installed in the relocation under the unit contract price per
linear foot for 06-inch Ductile Iron Water Main, Class 52. Shackled%
77-4.411 VERTICAL RELOCATION
Verticalfriser
relocation shall be measured and paid for per vertical
foot of riser extension Installed be The unit contract price per vertical
foot for •Hydrant Vertical Extension• shall be full compensation for all
labor, tools, materials, and equipment necessary cr incidental to
furnishing, installing, disassembling and reassembling of the hydrato
assembly. Vertical extension of auxiliary gate valve operating nut, if
required, and the valve box shall be paid as described in Section
require.
• SECTION 79 - BLDW-OFr ASSEMBLY
79-1 DESCRIFTIDN
Temporary blow-off assemblies shall be installed where shown on the
plans, and shall conform to the City of Renton Standard Detail included
in these Specifications. The temporary blow-off asemblies shall be
measured per each, with no additional payment for extra length of 2'
blow-off pipe. The unit contract price per each for •Temporary 2-1nch
Blow Assembly shall be full compensation for all labor, tools
materials and equipment necessary or incidental to the installation otil t
the blow-off assembly, including length of 2-inch pipe as required to
fit.
I
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WATER STANDARD DETAIL
CITY OF RENTON
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FILL
FIRE HYDRANT LOCATION IN
CUT OR FILL
WATER STANDARD DETAIL
CITY OF RENTON
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TIE ROD ATTACHMENTS
WATER STANDARD DETAIL
CITY CF RENTON
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TEMPORARY 2' BLOW-OFF ASSEMBLY
WAI �R STANDARD DETAIL
CITY OF RENTON
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12" GATE VALVE INSTALLATION
WATER STANDARD DETAIL
CITY OF RENTON
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I ELEVATION ELE MAT ON
169,181,20*AND 248
BUTTERFLY VALVE CHAMBER
WATER STANDARD DETAIL
CITY OF RENTON
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to AIR 8 VACUUM RELEASE VALVE ASSEMBLY
WATER STANDARD DETAIL
CITY OF RENTON
PARTMENT OF PUSLIC WORKS .O.t..l. �.
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WATER STANDARD DETAIL
CITY OF RENTON
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CITY OF MENTON
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WATER STANDARD DETAIL
CITY Of RENTON
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IO"xI", ex I" d 60X IN
FIRE DETECTOR CHECK AND METER ASSEMBLY
WATER STANDARD DETAIL
CITY OF RENTON
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10"x1%S"XI"a G.,XI" DOUBLE CHECK VALVE ASSEMBLY
(CROSS CONNECTION NOT AT VAULT)
WATER STANDARD DETAIL
CITY OF RENTON
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6" STANDPIPE WITH FOUR 21/2" NOZZLE
CROSS CONNECTION• BACKFLOW PROTECTION ASSEMBLY
WATER STANDARD DETAIL
CITY OF RENTON
'°""` DEPARTMENT OF PUlIIC WOIIKS
W4 1�
GENERAL MISCELLANEOUS DETAILS
VALVE OPERATING POUT
EXTENSION DETAIL
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WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
DECHLORINATION
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WATER STANDARD DETAIL
CITY OF RENTON
OEP' RTMENT OF PUBLIC WORKS
a
PROPOSAL
Schedule A-2, Water
ITIM
N ANTI
o, Irtr e1TN UNIT MICeouANIT, NOW Poises to be •nueA IN 0161414) UNIT ►eNu AMOUNT
1 101 Tons Bank Pun Gravel, Class B (Trench)
or ton
2 150 Tons Foundation material
er ton
3 372 L.F. 12-inch Ductile Iron Water Main,
Class 52, Tyton Joint
per lineal foot
a 396 L.F. 10-inch ductile Iron Water Main,
Class 52, Mechanical Joint
per lineal foot
5 S2 L.F. 6-inch Ductile Iron Water Main, Class
52, Mechanical Joint, including
Shackle Rods
per lineal foot
6 In.S C.y. Cement Concrete Thrust Blocking
_ _per cubic yard
7 1.600 L.F. 3/1-inch Shackle Rods _
per lineal foot
8 I Each 12-inch a 6-inch Wet Tap
Per each
5chetlule A_?, continued PROPOSAL
ITfY A►►mOk
NO, QuA!TITT ITfk1
(Yam hkee IITM YNR M11Of
g 6 Each ~ ehmlaa ti peome) UNIT 1.0m7f
l?' �nih x 10-inch Wet Tap AMOUNT
each
10 9 Each
Reconnect Existing Service
—I`Or each
11 3 Each
ReteD Existing Service
'r etch
2,500 Lb. Extra Fittings
13
6 Each 10-inch Gate valve
la Per each
A Each I?-In
ch With Vault to Valve, With Bypass,
15 12 Each Marker
each
Valve
Mark!
��. .`"'`--.__._Per each
n Each
Valve Operating Nut Extension
,_Per each
PROPOSAL
Schedule A-2, continued
ITeal AppIIOk.
NO. OUAN Ott,jrV IT11 WITH UNIT ►NICe
(YeN hNee to ee WrItlee In Werael UNIT ►RICe AMOUNT
17 10 Ercb Hydrant Assembly, Type A
---- _-_-_____Der each
IB 1 Each Hydrant Assembly, Type B-1
_—_.. _per each
19 1 Each Hydrant Assembly, Type 8-2
each
20 24 Each Guard vosts
_per each
V.F. Hydrant Vertical Eattnsion
--.— _per vertical foot
11 ` Temporary 2-inch Blow-off Assembly
per each
Subtotal
N S.S,T, 8,42
Subtotal, Schedule A-2
PROPOSAL
Schedule B-?, Water
ITEM APPROX. ITM weTN 11w1T MIW NO. QUANTITY (reil hbw to bear' uw1T MIOe AMOUNT wrmee it we
1 966 Tons Bank Run Gravel, Class B (Trench)
per ton
2 7D0 Tons Foundation Material
per ton
3 6,155 L.F. 12-inch Ductile ,ran Water Main,
Class o2, Tyton Joint
per lineal foo
4 897 L.F. 10-inch Ductile Irsn Water Main,
Class 52, Mechanical Joint
per lineal fooll
5 190 L.F . 6-incn Ductile Iron Water Main, Class
52. Mechanical Joint, including
Shackle Rods
per lineal fuo
215 C.Y. Cement Concrete Thrust Blocking
Per cubic yard
3,100 L.F. 3/4-Inch Shackle Rod
Per lineal foot
8 2 Each 12-Inc,- A 6-inch w Tap
--_per. each
PROPOSAL
Schedule B-?, continued
MO. OYAMTtTT ITIM WITH UNR Pasco
(o" 1rMaa t• p, MINton IN W.d.) UN Y flake AMOUNT
9 I1 Each 12-inch x 10-inch Met Tap
per each
10 2 Each 16-inch x 10-inch Mel Tap
Per each
11 3 Each Reconnect Existing Service
Der each
1- 4 Each 3rt6p Existing Service
---. . __ per each
13 10,00t) Extra Fittings
Lb.
Dcr pound
14 22 Each 10-Inc) Gate valve
Per each
15 11 Each 12-inch Gate Valve, with Bypass,
kith Vault
Der each
16 21 Each Valve Marker --
__ Der each
PROPOSAL
Schedule 8-2, continued
iTlM A►►ROi. ITEM WIT4 '
NO. OWMTITT (UeN ►rye4 to bew qt nl IN wereel AMOUNT
OMIT PRICE
17 12 Each Valve Operating Nut Extension
. .. per each
g 15 Each Hydrant Assembly, Type YDe A
Der each
19 2 Each Hydrant Assembly, Type 8-1
---_Per each
20 7 Each Hydrant Assembly, Type B-2
Der each
21 54 Each Guard Posts -
Der each
22 15 V.F. Hydrant Vertical Extension
Der verti,al foot
23 nch Temporary 2-inch 810w4ff Assembly
---- _per each
Subtotal
M.S.S.T, 6.4%
Suutdtal, Schedule 8-2
ENDING
OF FILE
FILE TITLE
��59