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LIFT 5TATION TELEMETRY M51-E
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CITY OF RENTON SPECIFICATION MIA* 2 tZ PLJ L L 50y, M Al L
SANITARY SEWERS
110,
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1. It shall be the responsibility of the :17
disturbance tv--&v-&�damage or MR025
I turbance to all existing utilities. The contractor shall contact —
al utilities including but not limited to telephone, power, sewer, 0+ Z5 6 KT
water, gas p& cable T.V. for the purpose of identifying the correct B+h AVL-.
locations prior to construction.
t-E ILI j
2. Public sewers shall conform to the latest standards of "The Standard N_, --ok
specifications for Municipal*Public Works Construction" of the American
Public Works Association and to the "Recommended Standards for Sewage TOP 411.51 \ �— �_ .,�
Works".of the 'Great Lake-Upper Mississippi River Board of State
Sanitary Engineers, and are subject to review by the Department of E-X I 12T. M.44.
Ecology of Washington.
3. The Public sewer shall beductile I 1421.99 iron, AWWA C151, cast iron, AWWA C106, Tor 4Z1.
or C108, with Type 2 pushon or Type 3 mechanical joints, together with I Lr 401.4c)
cement mortar lining 5'32" in accordance with AWWA C104, or polyvinyl
chloride (PVC) plastic pipe AST% D 3034, or eenerete
"TH-434 Glass 2 - or eanerete reingereed ASTH G76i rubber saake-
eeaer-eee'p!kpe she!;: see ' -can derAel rubber gasket for PVC
pipe shall meet ASTM 1869 standards.. Minimum size shall"be 8" diameter.
4. Manholes shall be installed . attheend of each line, at all changes A5- bU I LT
of grade, size or alignment, a t di s tances no greater than 400' for 4)-2 -C)(D
15" diameter sewer s or smaller. Greater spacing may be permitted in
,larger sewers. Manholes shall be a nInImum of 48"'diameter, shall be
precast concrete or cast in place concrete, with steel reinforcement:
1 0 OST
steps will be placed at 1' spacing, conforming to current safety
.regulations. ............
The manhole covers shall be 24" diameter cast iron Fr4me anef doc-r.'4-__
Iron eJr4t-- No inside drop connections will be allowed. All connec-
tions to the manhole shall match the existing inverts or have an out-
side drop connection.
T SION
PION
5• All lift stations, both public and for private building sewers shall
have alarm and standby emergency operation systems. All lift stations #-28-8b
shall meet or exceed the specifications of Chapter 30 of "Recom-
mended Standards for Sewage' Works". 0 &L
4 Am-
6. All public .sewer ,extensions shall conform to the standards and be REVISION
City comprehensive sewerage plan. ------
cons-istent with the DATE BY
I. IZWItPeV MIZ �)T-r ZL1VIr=W PF-1 OSTERGAARD ROBINSON
.7. Public Sewers irstalled in filled or unstable ground, In areas with 2. %LC-V15e1> MOZZ,Z5,?A. (R-W•&p P15 8 ASSOC. INC. CONSULTING ENGINEERS 50MMU2 WINE)
high,ground water levels, or in areas where.the potential for infil- 3805 IOSTH.AVE.N.E., BELLEZE, WA.98004
tration occurs, may be required to be; cast or ductile iron pipe,
or PVC plastic D - 3034 pipe. PHONE: 827-5854 MARYSVILLE: 659-6329 '5AN(TAIZ*`-f '5eWt-R PLAN
—ICITY OF RENTON DIV. I WASHINGTON
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NO. REVISION DATE LY
rzeVI5E0 cue CITY IEw 5lzlle� t� OSTEROAARD ROBINSON • Su M M Ez WIND n
gG 2. 2EVISEb Loy N O'S 3-i °a� pP� g ASSOC. INC. CONSULTING ENGINEERS
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/ 2. REV15ED LOT NO -` 3-7 -B1 05 a ASSOC. INC. CONSULTING ENGINEERS 'SUMMER WIND
4Ay °i AS-BUILT BY 0120-DIMENSION 9 15 81
4 e—M. —TEp SERVILE 6x,,7,.05 3 -2b -SS D5 3805 108TH.AVE.N.E., -
BELLEVUE, WA.98004 �ANtTAR.`( ACV yR� PLAN
PHONE: 627 -5854 • MARYSVILLE:659-6329
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CITY OF RENTON DIV. z WASHINGTON
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NO. REVISION DATE Y
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3 SUMMU WIND
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S. REvl'5E LoT nlo'S 3 -� -s� DPI d ASSOC. INC. CONSULTING ENGINEERS
M14 7 �� ;i As- PAUILT BY 6EO-DIMEN510N 4.15-51
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q3� - j 'SEB SHEET 3 PHONE: 827 -5654 MARYSVILLE:659-6329 SAN ITQIZY 5XWR PLAN
CITY OF RENTON DIV. Z WASHINGTON
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3 SUMMU WIND
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q3� - j 'SEB SHEET 3 PHONE: 827 -5654 MARYSVILLE:659-6329 SAN ITQIZY 5XWR PLAN
CITY OF RENTON DIV. Z WASHINGTON
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CITY OF RENTON SPECIFICATION
SANITARY SEWERS -
1. It shall be the responsibility of the contractor tv- sve44- damage or
disturbance to all existing utilities. The contractor shall contact
all utilities including but not limited to telephone, power, sewer,
water, gas d cable T:V. for the purpose of identifying the correct
locations prior to construction.
2. Public sewers shall conform to the latest, standards of "The Standard
specifications for Municipal'Publie Works Construction" of the American
Public Works Association and to the "Recommended Standards for Sewage
Works" of the Great Lake -Upper Mississippi River Board of State
Sanitary Engineers, and are subject to review by the Department of
Ecology of Washington.
3. The - Public sewer shall be. ductile iron, AWWA C151, cast iron, AWWA C106,
or C108, with Type 2 pushon or Type 3 mechanical joints, together with
cement mortar lining 3'32" in accordance with AWWA C104, or polyvinyl
chloride (PVC) plastic pipe ASTM D 3034, �eenereee non -
.�m..
rubber gasket for PVC
pipe shall meet ASTM 1869 standards.. Minimum size shall "be 8" diameter.
4. Manholes shall be installed at the end of each line, at all changes
�.of grade, size or alignment, at distances no greater than 400' for
15" diameter sewers or smaller. Greater spacing may be permitted in
larger sewers.. Manholes shall be a ninimum of 48"'diameter, shall be
precast concrete or cast in place concrete, with steel reinforcement:
steps will be placed at 1' spacing, conforming to cu rrent safety
regulations. -
The manhole covers shall be 24" diameter cast iron Frame and d0c -61,5
Ilan cjrate. No inside drop connections will be allowed. All connec-
tions to t manhole shall match the existing inverts or have an out-
side drop connection.
5. All lift stations, both public and for private building sewers shall
have alarm and standby emergency operation systems. All lift stations
shall meet or exceed the specifications of Chapter 30 of "Recom-
mended at for Sewage Works ".
6. All public sewer extensions shall conform to the standards and be
consistent with the City comprehensive sewerage plan.
7. Public Sewers irstalled in filled or unstable ground, in areas with
high - ground - water levels,'or in areas.where the potential for infil-
tzation occurs, may be required to be; cast or ductile iron pipe,
or PVC plastic D - 3034 pipe.
IN
4F/' T AN R- SE AVA4
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LIFT 5T,ATION TELEMETRY CA5LE
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aI. vt\ISeP PEZ C-ITY �Irw M
OSTEROAARD • ROBINSON n
`ENGINEERS SVMM�1Z WIND
2. ¢EVISEV Mti1122,23,ZA. la -W-W D8
✓3 ASSOC. INC. CONSULTING
3805.IOBT7-58 N.E., ARYSV LL :659 - 329 -5AAN ITAP -%f ',SEWER
PHONE: 827 -5634 •.MARYSVILLE:659 -6329
PLAN
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CITY OF RENTON DIV. tom'.
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3805 108TH.AVE.N.E.r BELLEVUE WA.98004
PHONE: 829 -5854 MARYSVILLE:659 -6329 5AN IT&P -y `'wee 4 WoTE¢. PROFILE - t>
CITY :OF: RfNTON . niV- 2 WASHINGTON
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3805 108TH.AVE.N.E.r BELLEVUE WA.98004
PHONE: 829 -5854 MARYSVILLE:659 -6329 5AN IT&P -y `'wee 4 WoTE¢. PROFILE - t>
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4 /s�8` T 10 N . e . j th M 1 LIFT STp I, r
\
\ 1108 (51:E 5PKIFIGGTI0NS6 s 3
TOP 3979
I E 509.71
DEEPoa \ � SL.= o. 0143� \\ c( ft /CL
(TYP.) �� 3'$Y 0 S• \ \\✓ Q 3 .. Z. .._ .. / r�- }� `'s,`�`E�:e ea ,••�� �f
ILI
0.
m 14:04
ti k0 N ppK LI N . lbp go
_ �.,•" NO. REVISION DATE BY - `.:•
I� \\ I. REVI5EP PER GITY 9/21/w PE" ®STERO.AAR®. • ROBINSON n+ •sf ajm
2 A:I-BaILT 5Y 6E0-DIMENSION 9- 15 -6"I Ik ASSOC. INC. CONSULTING ENGINEERS 5UM M I=R WIND
-
9 3805 108TKAVE.N.E., BELLEVUE, WA.98004 - -
n��3kny\ PHONE: 827-5854 MARYSVILLE:659 -6329 SANITARY MWEIZ 4WATER Pp-or
N•EivZ3"dCT. x `E CITY OF RENTON DIV. 2 WASHINGTON
w v OF 1 8t�-101
SPECIFICATIONS
WET WELL MOUNTED LIFT STATION
WITN DUPLEX SEWAGE PUMPS
GENERAL nao n .11, lh., 11 ... W p-S ro tin eaN
p. TMAl0wN,, mm mall n
vt tprwNN W oarr.rrl, Ncilaw
I.naar 4111 Iurn m wM :n �AIUrM W Smrb n 11 me mmpt. m,e ten and wm1 rt1m me
n mail W mmPNre wim ,n nwatl 1..ipnma.
f.1.1rY n1e bn a -1d.d 411 Iw wim hWmreR w1r. dAl1e,, Ilan IN mw.wd in
INN_ ut W I pine n ena. m IM mnnwcbon
m PM. w WELDING
aw.rnn.not. I; .n Pre.° eia e w m wM ..'tai N, m M wimam,lwe.
OPERATING CONDITIONS PROTECTION AGAINST CORROSION
Earn win, 0.. 11 IN me 275 M pi nrtra dn' Bo tin.i. Tin •w am lr ,no..eee:pwe.ew erael ee Mnr`e,Kn av ,_PAM d:n
760 .PPM TW ,nee honepbwe. of eM, gum' mmnr owe W Orimm�e. r
23. Th. m..�m.m n.up wpben u, man em
IN= °r m w d,
n. 3 °`.r d,w IN, 1.0 a At assts wAd rn wIm m1 Mlmm
mwin ww mrN p nn one mw.0 p Pw n.
rn,Ndt -
x a op a 11 37d. 1w1
min�mum a 777 /..e em.�aai nrrm.ea SEWAGE PUMPS
CONSTRUCTION Th. wmp man W la "116"1v non,= lbe to -qe ,nips
engld mr tM
TW,wul sMllWmmAUMMinowmmplellfwlmyWill
r. II PNI W maM ao tell .- INe lop At ins rva win m n ue W 1rt 1 mwem°m of I u-n-
n dmailM in me wnlrruerion OrawinR Tne lupwnirg noon tM W wketl
qn. INS W minimum 3Y6" m WaMn Rpm
Mal A, mnn 061.1...... , iNN,1. P�....I dInNI ill c �hro em
eM inwre m amvlurllr yield w,wn. wa W 1. ,edi`M In,... of m.' P, ow Idol'
4" oaM .ewer Wa.111 w1P%
TN wmp n.ww men W m Aw l W . MneM O w,swu a �1n,li x110 .' m A mwn uipnnn of 1 Tee^ m,
r. TM-1 melt NN,, wI.. miplip. me seee rrlre rn2131mrwgM1 106: 1 I. "I1. motor Inure
avd Pell In provided will a nee em Asto conmcaion m It elo 311 aM a.; aM 3" for Ir me 3aa and loran. TM
IN Ile, plea, ro Mow me wmp._dN1 ae W lurked ill a m, m rM lowe.,WnirN.o 1M aw 1f IN imNIN,
e ptllmk. mall 0061 evreM 6 ".
TM wwr eMll 1N, a latch m°Pmiun la cep me Pre. TIN W,M, N a IM I1. ae W deligwd 1m in.
IoM. ANl "" wnlilnirN iwvan mm W mmbio lNun end Nowd Iwd. TM upon WnI.N 1MI„ W
morldnd on INAA,m of m, IoNnIanmrer wnim arecINN, im, expamrbno M1
PI Wag '..d a.nne mid -AN, ,11.11,. me mnl mwry mroWMin i0M1.
A ANI mmwa' 1,11 lamed exurb, w Pe few N.s nemP TM mall mall W lA id Ind-l.n nnl In"an IN wmp em
W Provided, T on. will ptlNekir= .1 Am W mina= eor n M Pump or
m. TW m` w" mall W an ipnllN en1 oI wd,.Nuon IM ml i I"Remonme` malt II 'will no
Ilwr pro, ,M ore, . _W, = ml well. eaif IN 1 ll v dw1 nod Peel
spec . mlNmum Pam N, Ill
TM pump imwllen we W of IM mwrowd ryw mtl< of IN. melon 1N A Mw LIS M. I.N1 The tnriu faewr
caM Un iron and dull W b arwd. T., imwller 10611 W .1wrvM for ,M .-N., proln,im. TM moan mall
W M,w, wim . nainlw taro. kev .rM,cured 1. Ile minor rua'IW Ownotlee WI.. Peit nwn<pNn.ebrN, n aM W:ig.
Aulm W a ,.jd. N1.10, ..w .wepwd wim a Poo_ an, wl n e., WM a ow, ro wN1 1 wrm.we
wiwen. wna.lsae .nil. TM imodow bsA Ad, 1w., IOw1.1m, cpnmuont. aW
me Pal W
IN movable wiMi.r A < <uw olp,pepN1' =olt. TO pre.ena TM _mrwmp Pan PMI W cmurM. 6 eelniw m ors Nd a....A Dill^` APIA. wimin DIG°. TM mah wro, mall 1.I MnM
w. rM
ce
6 aom N.cw
rw ,k P m m Z,. A" ma lap N, aW a.p o1 m< rmP° n wb.
wren nW .emon1 of IN Imp all, not aM1e 1.,h. <0
to Idle IN ninon moaer
ie.d
wim n,.rrN1 m 1—— n w.n .1 w v,mama .gin ion,.
1. PI-arts
hilm peuure mamxai n1 rentlap ,o cww w N Plo,nur am
ten, Ia *-In. IN 10 monrur of wpwn,p a °enure -idw of IM pump eM minor.
TM mpM M CONTROLS.
w A TYw
vn w wn n OeI,I may W n1p<e Wane r
rW.af. me von 015 1.
vunpn in wb h t rN 111,11,11. a real eunnP 11-11 motor -1111 and wnlruy mrmns.
TM
W�I�carm n'EaP
pen
Th mMe = m1,w,ron 1 61,01 +e�, mrmmP a Pans°1 I wal uN b<p,r d<a.
MDTGRP °0.311
aa"bOw A4�YwrI' h,3MAF W nNd 1, areal � , N ul I alp m
Mre Clan Fc'in- N,eue.
la5o C�.n C airy
n
a I., m. T,
IprN n byr In Ope
1 aI ten than .nom
AA nlerra s w. no
N' i 1 , w,I mmwll w bb< a.d Pei x. or 41 v W 1MpMb
"'I aw M made for Wv w urns Iv
Prod ° 1M1 nal aWYe
Ina ......a INrel for Po At vet pump
VACUUM PRIMING SYSTEM
al M Nrn mad
INAN
nmpumaPOUPa1 a, uMm assaa allemnl m °nu�na
TM1.Y a n m IrplimMlAu,wage
wn60w.unit,
led natm wen°, Ie, mnaltn At 20' .1 mwn -
ary 1.`m .IYwaro Java n, mnm.1. -Ift mbym d
no P
,=..a I In- l'ut. ANdd of
IN
mpac"TM l.ar ap I maanha+e a Aanspmm'
n bf IN -And . and dw W
wlumal Mry do lea wIen In. v Uu Pu p mute oil
TN o m sna wrvmamaW p ,N plea.
° .',°warm'1a eel Ram I— m. Nwm. I—
° � romp
u mulelroA no Pwpewav05nv Mapr m°�9 Ysrem urn ugn
sl Mluna eI anon lM In.valenl
"1 aa'1 in °di.v
ENVIRONMENTAL EQUIPMENT
A
S. c 0 T
"I An bl our PMThnbtl
J`An °°eAnc w, .ltd!
W r u .M n my sraa on Ia `had- TMe eat Il sM1al
SEWAGE PIPING P
TIN m W ol^,N1v5P°
°pI
ohellect elrne Wtween Ile epu'Ipm n9nchambar
eo`Ad ena weed o
dxA.1 .roe, I. menneocornos�ve,
°u n T I'1
mulammv Mg°
m"nu on, can Mn ' RN" II n'< 'I" omory le INI......
Thv m u .0 at on"v^aePv
umng.'olr nn -
,.0060 dlmar.
FACTORY TESTS l
All
11 elanorv�<nec '-
b 1 1 and ep
I e nip rn ns n ..bur e n
wal, dm 1.Y to a. a ono' a
gpAn. PARTS
A.cmpete rvp 6444[ Pum mah sea avamblyWSn W
n n n 1161 .nprh.lwn Io. dwl ,
n.,a AS n I
are vo.N and wa ga
_
INSTALLATION AND OPERATING INSTRUCTIONS
d
w Ih IN wfiftl vmmululurer.
bi l U l
o cmp .....v..
GUAflANTfEdnrroube.M1vol nn du e
'e
-
10 mo=ms h., rM der. of shi,. nt "P I Io x d
STATION ACCE5502I S
N,nd ei. n
I.LOWIHIGH WATE2 ALA2M 5EN502.
vo
a n- Pan.nP
2. 115V ALA2M LIGHT.
p., diaM a I
•
3 I I5 V ALA2M HOR N
k' �' "� "° °`m
able.a,
4. PUNNING TIME METE _S
Ot.NS An mut' n0 Pme Le p,ridM
m b.p f
a
1. Z KVA - I- 2AN5FO)z'ME2
&, M042EL y5' PIPING
7. INSULATEV H0012
5' I N71EW51ON ALAP-M
9. U.L. L)STEYI PANEL
BB0B8108
WET WELL MOUNTED PUMP LIFT STATION
SMITH & LOVELESS- MODELDSG 4038 PUMPS
NTS
_ -- KE7NFORGEO TOP SGA6
OE5/IaNED 7V GEAR
TRAGF /C GoAO/NC-S,
397. IV 4 "CR. ROCK
nis
overz PLOW
r �To nAY LIbHT
EL,
of
r
WET W ELL ____
201
CONTROL PANEL
M1���� ®� ®�e�
/ .I \-GATE VALVE
WET WELL SECTION
SCALE : I ° =5'
NORTH ' I
j 6'oiq OFcH/NG /N 7Dp$449
I I OFGSET 72" q5 SNOWN
�i 1I
8 "- SS- 7NFlOW I I I L/ g`�F�-O//TFLOW
4� Ld
I '
PLAN ° =s
LIFT STATION i
TOP 596.'10 /
�II((
I -
CITY OF RENTON SPECIFICATIONS
l@chnefcal -
Wfrun.ps shall be min. Duplex Vrccum Pumps. The pumps and motors shall
be mounted above grade, above the net well.
Electrical
1 motors sllall be three phase 277/400 VAC 60 cycles. (120/2004 J phase
isDottawi thf emergenc The el cplug,l .
n tor controls shall Include a dis-
The City has two different power generatars, the appropriate plug pattern
shall be used.
For liar ¢r than BIN
T25kw Ilussefl3tafT DS2504 MPN 200 amp 4 -P 5'A(c) plug
PS 2504 FRAOk RereptaclIt.
For smaller than 75 kw
3 w rouse II net O104D Receptacle.
tt' "Etr
toe
station shall have telemetry for alarm and status repvrt1Aq hack
to the City Shops..and A18rm Lights and yells of the Pump.Sta Lion.'
Telemetr E ul ment
Prov e t ese status functions:
.Running status and time ?oteliters for each pump.
.High water Net wall a)arm.
.Power /Tale lfne fail.
.intrusion alarm, Ni th ackaawledgement shut -off in pump station.
The. telemetry equipment shall be 0AG Electronics or approved equal.
frequency shift design, with A digital scanner System to multiplex the
on /off Signals thro City -awned or leased Tcco lines. The Pump Station
telemetry shall be installed in a 1111M 411 Enclosure, fiberglass is allowed
if thv telemetry enclosure is mounted lnsldath¢ pump statl on structure -
otherwise A steal enclosure. with locking door, and.0est lock are required.
The telemetry output at the City Shops Sahli be coordinated with the existing
City Roaster station installation. The new pump station will require new
status /indicator lights, hour meters, engraved name plates.
TELENETAI EPUIPNENT
Ceneraf o lotion '
wetzY Epulpment shat. c nslst of a mp3ete ,.,king system fo n.nlme
loll It station contll tions montmzed by the Ctty v ant- Ut111M
Ivtsl.n.
PumA St.tlbn
1. Running time rot ell pulp nat.rs oust be monitored.
• - .CAWIfH IG1-(.. WATER. - ALA2M.
3. P..er Telephone line r.IW,e.
a. incrust.. el.zm:
Te]emetry E,.i....t Soecl ficeff vna
To. aAlpment °hall bed 11, et °te design 11th plus -fn mba "let o .ids .
snail operate frame 120 ,volt 0. ce the Telematxy shall use OAOc nd
Electronics o :.d A ual a nell,L m cY snl ft. r1tM1 dtgttal
ys em [opello. for mul [totem s ,vice he
L It slitter
sml[teTzhall be
of s shl tt tlestgn 1tNa e- rrevuency
pepebl tttr: m Tpr:eq.encr. Tr t mltce :.hell be.
np1<ce In . epic =eebia�.niteTnis .nit rut b rpwg -In p..stw.11, rA,
eplecenento pair: smltter. sh.li be c P.ble or being keYetl by e
e.tecn.L p eTfor�m 1, ena s e 1zea.enctbs.
smltter pa.er sapolr .111 be ar s ants .nd racing tb s"pptrell
ufrlcl !ze
1 I _ p py shire trensmttter spee3fl tl t Ih [ znitter
1 Ions, poly e15. shell have auf ftele t reserve far three
atltlltlonel trensmltters.
relnetivn-
e trenzml[te. c nets. both SnpV' a output. tilt be pz.upht but to .
oaerl.r er t 1..1 scslp r esy epee
i-teT nilnb
,ply snail a Ank a pebinet c..ue.
qtr Sion y the edelti -da yr .vaules.
sm ttt eT.a 011lt tna 1 b
Ilu rm o fntnes[ 1 SOIY13n
rs
amltt.r s plrlc.elen
Lability < .15s (< 2 N11. smltter shell b capable o etl.g
withinnthe L mp...t.T. range or -2a degrees: C. to - U degrees C.
tat auto. omit[ ea3 s O. paw.
y e. e cetlon a dll be Il y utput lnheden a shell b
.millet.
calve, 5 eclflc.tlbns
t 0 1 a"d 1 d1 tt B 1 d ip ant M1 11 n eck- Quoted 1n
ltI, pit bl t t b 31 h u N t C tl 1g p3 g In
e p nil t t: r ll d
hell be c.pehle of c n- c crier detectlan. celrersoT
h i ] t -JS 3 c
t h 1
d tl sn 1 f 1 1 p t mama e 1 n :nett
h s tut .fat cetven Snell b ztngle pole.. slnpla -into.
.meet closure.
Running. time m.... rot -.aecA pulp A.L.r: Roottored. ehall be- lnitellea ln.the city
pelted pa l l to p T t She 11 h.v t to 0
peblll[y; 1111 meter 1111 , eng -Led 3.ne3 to ltlentlfy A ,.that 4s
t tl.
h ell b 11g tall l y f M1 L t i l t N t 15
L1 g. 11g Cs 13 M1 v l graved nom. P1.tes .16.0[1 fylnp
L.c.tl.n .na ron.tlan iepreaentaa br ehese ugnss.
It.—tee Sbeblrlca[lons
Y d ,111 h t submit full ena complete teennle.l d eringe -or. equipment.
f rvlpl p ltd. -
E i ant Lit (SUaaested)
0 en Llty det N ertotlon
G� qc J 3 X a c bl et
1 qx J -3 cl g F
1 p DP -3 P p5 r..
q 30 J DT -30 -3 T ltt r
1 Dos S ittex
1 - Sc c.11- et Shop
Zf 6AFSLE i A ®�y
1101'. 8n S5
- Y
IN HOPI ONTAL LOCAT ION
SCALE t 16 20'
o1F 7
SE 1/4, SEC. 3, T. 23 N., R. 5 E., . V.M.
P
rr a
73' 72
SCALE 1" : 40' _ --•- _ - -- 4 - -- - I
.JZ
20 \ 2/
t 3/
�° E-
� 3O
6 � t AS43ULT
�
\ /7 \ Z3 2 LLB
An
m
1 ) El-
7-
OR
CIVE
16 \ �- a V
Or
�V o
0
n
3 «gfl " o
♦ 9 M
N
i
c
IA
Vsk -c
I / Z
3
CL
E- J
\ b s
JiNPLr1TTED a
Za
2
p 1-
6,473 W cc
O
AS -BUILT dEWER, WATER & STORM ONLY �
as -601
SCALE 1" s 40'
a JO
'i
a
a
M/A( F�
t
% 4C.O
pS
\ I S U N �\/1 E:r w J J \l D
t i
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i
39 1,. ; 203 N., R. 5 E., 7W;,II6 .
JJlel
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b/1
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NOTE : L07 Z8
M /A/. A-F. ELEY.
44 --. O
NOT -r OT 27
M /M. ELEtI
449.
C ' ?7
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ia33°7
CITY�OF'RENTON SANITARY SEWER NOTES �O
J
].. It shall be the responsibility of the contractor to �
avoid damage or disturbance to all existing utilities. o
The contractor shall contact all utilities including but o
not limited to telephone, power, sewer, water, gas and 2
cable T.V. for the purpose of identifying the correct rq
locations prior to construction. o
lot
2. Public sewers shall conform to the latest standards of v
"The Standard Specifications for Municipal Public Works r h
Construction of. the 'American Public �7orks Association Q`l- 2
and to the "Recommended Standards for Sewage Works" of yy =
the Great Lake-Upper Mississippi River Board of State _ W
W
Sanitary, Engineers, and are subject to review by the °al 0 2
Department of Ecology of Washington. -�
ch)AN ti J
3. The public sewer shall be ductile iron,,AWWA 0151, cast J j
iron, I AWWA C106, or C108, with Type 2 pushon or Type 3
mechanical joints, together with cement mortar lining 3' W m va H
32" in accordance with AWWA- 'C104, or polyvinyl chloride UOL ¢ Q
(PVC) plastic pipe ASTM D 3034, rubber 'gasket for PVC
pipe shall meet ASTM 1869 standards. Minimum size shall
be 8" diameter.' oa
4. Manholes, shall be installed at the end of each line, at 61AD i; •®
all changes .of grade, size or • alignment, at distances no y� oV was •,,'!j °e
greater than 400' for 15" 'diameter sewers or smaller. ti,
Greater spacing may` be permitted in larger sewers.
Manholes shall -be a minimum of 48" diameter, shall be
precast concrete or cast in place: concrete, with steel
reinforcement.: steps will rbe placed at 1' spacing, r •'
conforming to current safety regulations.
The manhole Covers shall be 24" diameter cast irnn frame
.and ductile iron grate. No inside drop connections will
be allowed. All connections to the manhole shall match the existing inverts or have an outside drop connection.
5. All public sewer extensions shall conform to the
standards and be consistent with the City comprehensive '
sewerage plan.
6. Publi=c sewers installed in filled or unstable ground, in
areas with high ground water levels, or in areas where p "4
the potential for infiltration occurs, may be required - 1At'li�
to be cast or ductile iron pipe, or PVC plastic D 3034
pipe. S -l8 -88
I®- 5
T. 5eddi Shall be
ng pep grave{:. When using P.V.G. pipe bedding will b2
G"ovar # G "osier pipe.
i'tECOMMENDED
FOR APFROVlIL
JY Psi gyI
4.—DATE: L G
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