HomeMy WebLinkAboutzS-3107Seti �yl
14 WATER UTILTY NQTES d SPCFAT]N � H I L D R E N ' s VILLAGE V C HOUSE S
1. 7MESE MOIE>i 6011 MWAR FOR MAIM FIN W UM
1I ��rrr 11 ENGINEERING PLANS �� vr�m, --i i+r Mwou
� K � � 1 I 1 t 1 � 1 2. Al walk ,tld.we ehol w M waam.loe akM w and
-� -.4m a w aq a R.Nm wars
f -� 414q; -41140 � ay«rs«+ :er` w' a"s.:rlw w cw a R "idw
01111, g s l < � .wM.wa• `s.e a . .ess • ws
W i
p $ a g S � of work M IM dnwt oo at •aY •M�agM�wM tadtad to the am
i7(
to It : :` $ m m m. m. rn o WX Mn e•�r/�!• a .. ddRwsM•yr o'IP" � 'Aet e u ° # o o o cn Mi M N1w1 a.,Ic�Y N w
A .p�A I V, 0000 w
°' f ! �` °° x A a, P o m .I. S°'' $ A �1 �i v m i A w f N m Z. + 4. All koaMno a WMf•• •wave am a/pefri,Mll• od R •h•il be
r
ZZ q � � '� �j £ � Z.' cJAn _ m p u :. . q 4 i �: -i 1. £ tn. a, r°i o o. v o :. :40 Q• % 10 �EFRy� 1►11• •11/ aa111•: MOORin io um bob oa 48
�d �I 1 c a �14 -ucP -\ A-, moo RGR AVE �iE q �� r m ;n;
L,J o o i NI wow m•h 4 w aa,nw. 1ru! N,oYI• ieM ,arFi ooa.nmMq to
I� v ; v AYAIM 0110 •w) 0111 r MI••t ,vii iw� Y,Io�wa►� J Clw� .w emmm
. Z R _
i/+ . . � /• nr�YMi lrblf iM,IN,b b.
urr
wlerls► srol •onM.
I 1
W ,illy, ll:JJl tll , .: I!'illl IIv!•ili I il( Ii I i Iii 111 II ! !II ! I il, i !!II I 1 II I I I ! ,' Jil •,.i,.,il ,
e. c.•t in,� asr M,alw is IRYnw d,r, w ar,,.i rnM. wwwa raw I I !
i I
n•IM'M' al, C110/m.10-
«•atlas.
V I it , I , I : . i ,:. .. .,.: ! , ., . .... nu... r ..: , n . . i . i ''il. •';, i., i ::v,i
1. I ... ... (. • ., , :. ,. • ! ,. ..:., , . „.: , ..:.... ...:. ,.I'! ::.rlr. <, . !,!r;' . 'r'1�.,
, ! I : !III , !. 77 :u ! , ! ,n .:.r.,:. ,.,:.:: .,.. •.. ...._ .. ;: ., ..:. !c1,15, ,.�. „ :!, '•�! .
I 1, 1: I+ lint ! 1 , 11 .III il,l , i i (I iii ! ,.li 1:, :. ..!. ,.. : i !: iEi•! '! n l!! i
III , I i ill., , ., 1 ...+ ! li .I ! .I�I i I! :I. .I,:.I .::::........: {.: :.,. � ... �.<, :.�.. R71/.!:.. :::I I!''. !'!I • !. I. :0'a.:. M.
.. r~ ... .:•I ...:.........: °: .:!,.' (i . •wr M w.,11..•.�
i I
c� 11
3 : ' I , , •III i 1. I E 1 i I , ::n , ; C1M i t
.,. A9 sea M M.
tl ., r ! i•!' ! i•oree weM•• dl•wl•ler aM
....!:,.
I
I I 1. .t ...a .
I . .
, : , I I , . I ..I , :. !,r !,.:.::.:!,;., � .:..!.., . :!. .
E I i 7 , l..f !.!!�.. , .:!!I
i Iv 1 i... ..I
z i p� „i :. s . !
r1 i ...I' , � : I I.0 ,: I !, !I.. I I' , n:P! 1:n'�:.!.,!
i I '�I`! f il' i.l� silm[, ;•,:n.: .! ill.. :`''�!+ �'!C'!.I I 'haae' M
I '1 I. L : : 4':.!.
i I .i it..l. .! I i {!!. '!,:I•l J' I ! .t:;t 77 ,.!.:!. I :!!. `I :n .,: II,. ,! . nlenll•nlul. •Ael w •MMr
i I i, E I ill., I •. I ! '.'!It':i* b ! !. , (•' ! € i'I'' (' t i.
W t I i I 3 .II , �. ... i. .... .. ...: ... :.... .... :. '.. . "' I., v! ..'v :.k �'. -.. i � :!:.. 1![i n .I
1 1.. ,I. , I i I1 „I . i li , t . I i. 1<. . I ! !.I.
I I .I II .. I. I I t.. l � i. i.
1! ! i I,LI,. I l i I I
= Aww>< 0 "A21.10, R7 MMb C, 3
I : 1 .f1 -R4.
I . I
! .: II. ! I Milli.
I
! I,r ; ! i .I! .n•I. :. i I•• n : I •i �•::;!:. ,,!:,. I P; Mall r 2 Nd1
1 ,:i .! i " i `II ,I 1 II 1' i i. : I i I 9.: ` i • 7i i I':. #'I? : ! !. ,i
I .I I 1 I : I II ll., I.I. ! ! i : I ! 1 I ,I ., ,il 1 ! :!:,: �. ;'� . '.is,� !. ,!,:!;:.i •1'., i...!! t. I
may. •'' �
7R'w
i, .I I I.. I .1r!... ^,!in!;. -.. .. i!u 1...: '.t..� .i.. ,!I: •!I'I' , F 1 ii
:.. it :1...1 ii , :E I, :.:,,.,:. ,; ...a.... ,.:..: .....:. ..r •. ..,. ,I I , .v, !L ., .. : I r[:
.. ! I I ,, t .,, r , ! I, r .. .. ::.,. ,..! ,. n,.......:.Y.....:..rl .,,. i! :I..... .,�. ...I .!. .III �,, .., .,. ,., I .....i.I,!t ,!::.:.I:: t , • 1!t : I:: I' N aee.d.,l•.
Z ..... .. ! !1. ! .H.. {.+ .ilt. tl!.. J i :...... ....::... t... I.,, .:,. ..!... , ..:, , ,... !L...,�, ,.:::..I n ...!.,. ! , I: t .! I.. (.I :III.II� ! ( I a i:l( •
0 3 I �. .....:.. .. ., ... ...1,�..:!,I,l ..: ,.. ,::a i .,,I,;J, ,...:. ! :: I ( •I� :, I iI . sit t.tttr� . •P ,Cir.. �t.ttl,R7
LIP) -- _ _
_ �k Ali . i I ;�wManCr.ww��� a >�
�.� ' II !E : C��'.�" t ``.r�'�' � .....- �-�d , iNIME11)
WW be M mewl m, wwt Alr/Awwr Ct10 ,«t
,
a••Mr•,w r RM ••eM•- =9 IIIif�ARMIA
`' F ztrg li'1{I�Iiiilli C,fO/Aa1. � did obid M IM wnbMbir and bun•nbW to
�'. ^, �`. r +. , ,r „�` i'.•.. _ �'. , j ljllill {Dill .n.•r
. e�` ,:.,. :': - -' ,' '•u ,:...: lv .. 4.. .....,, -Y ..�. .: .... _ .. ',�. «. .. :..: .•t .!' III' E".1
s• 7. Dart w be kon _ _
tgdy. rnaad- rwerrMM. dourM disc rMb
- - - - -
6 is ane fo-�M� a � Nom. Owila� �N b•
1..
,. ,.
pail
Clow lot is. Ikl•Mv �� kl]R0. or M ! N AN vMr 1a'
M' dM� -m 1� . abi 1• rrlif M • tM t► •trdad
n I I I 1 , y` - m t *�t dew for 1Y Aaumtlp Mudt an/ 9 %Par,•frlotMa
s. rw Ndnaa• *AN be car 642 (op &v awl No vowwe) r
`�.. 5', WOO l ea�W..Wn %" (".01Z -' � % to AM C-
� I 1 1 r : , ..... �. i .. / I "• a .rs� f � ,.:...,�, .,�.,,.,.;.,,: : D L 802- aW,.a s..MM,,a�,.,,riwF-
E�+ �� �I /
� � :::• '' ;i " a FEN GE ° (w.va� d e-r a t.. a -1� w. .•a.bs .lx, �r
z_ I i � 1 i l � 3 ', � � � ;� • � 81an6rd 7MM/�- w..r. rr .d .n. M•M wart
g= �� wNh uo a.w s.olw� s w..e. r.. M.M. w d@WW Y lhroaft
"se=w m'°rt�p -WWai « by �v
I 1 V o oa,MMr eMolerNoleltj
1 o t
t r S P I �,
I � �, :: � E : ', � • ' ' . � ,:; .: �. ' . • '�' �! � r � �� ( 4° Y. n» two z -1/2* iw•. ronr..Iwr w Blw .w, o••c rnrs tlxr@aa alp.
nT � t r , . ' , .• - -. A,' . -� `° � srr .:, y ` I =ci rrM nut a w .em. MMp rd Wawwn. a tlr
�a : f�y-t
rl IV �� C5 M.n nd, ah•l M IIR•d aM .,R•Me 0 9 Mo (er
;d I aoMr yaNr tea W�atrr
,
r
w I � r� ::• *... r ': , .. - - ,` r` li`i• 1' naval• -shah w MW aitl, a Swts �' SaattM
lei I i fv
,.r / .: � :. : ' ,, : I N . , .: ■ 0 State, wT+ •hM w �x a�t(Id•d
-�
�I e. �,. :•, ei taNAaM /r
,, , •�• �, � :, , ,w: ... � -- � �.••� � � -» durum .mr/M.r. D..dd .w tweuor
� allel hero• no r,l. and 2 •a ae,aw ,00
o be wow no emw fe w•Mae mwb is hhw�irwll • Mca to
am aeil.�
tl J GR� a 7R �€ N x o nlbbe► M•wt, sad aMal M at1••IiM iA,M,Rat adgwr aNh ,�
�3
L � X ; ' ,� � � °n�� f •t•MMs •t•M ai,!o,Mt'a•rM.
• ! a SANITARY' SEINER N�TES'`1e SPECIFICATIONS t Flee shall w Mdalls/
o r} .. Cllr a Radrll Standard OolaY for
J N • j{ a k I' , v we l•M•t ,w shin
Far
, ., • - : � fi�i- � J � t. Al w,r abet- be M wlwlalww alw tba ol•ndwro oM 12. Al wo4r mach 10 MaMw w •nlalr to mer14M a mMMawn aowr d
I s c \ I $ r I « RMa, nt O,a NYrt Ma1w boMw ibl%M Al woMr nl•M 12 Maw aM wrgr •haY w
- - I I " ^ x z `a"'•' ' /w� Brw/wrr i at • a,6Am,rn ' r,rle. wl.r tw•M vdo ft.. w�' oo,Miot•
z .rrl;be ww It 4= .•or, vita mw,. an a w 1•..w b .1..
S a�,n: w1t o' M
V „ ,,,;.: _e, .. r«, ,.. , . ' • •::. •. : :; .. c _rY 13. Al water mailer six t MWW M d emAw and WW allot be dooned
1
• -I
,
. ,: , .: ..., ,;. � ; :.: :. , • • v Syr
. < �. ,..r . ,. � . . _ �OrMr MBYM,tM !•!M- ,Ai81•rMaofia, �Mr» � •�hoY
1
� t , , .., „ , -•r n*L =. , .. i, '� , <�^ v ' /011
I (. f. J;. u I a �� team aNM tIOA Au,a,Mw► Ir•Maa• enAb•r m the roar d
11 �, , • ,. ,. s,!,1•:, � - �,v,_ � �:; ' ... \ t s ,Yw.,� ,,,, ,a z,,:: r y+r ��� ' Fb• - 1 ' 'M : rIIMR 11, Mlwu M N M•Mt, M•Yne
�„ 9 'r4 � ,s,r 'nrE •: �et .1 ,I.. -.J �� „. -;i' -rt.. .,� ,.. C ;;
h i k „s { t r11M
„ ,.„ .,. #,: , �, i ., ,�:.. ! • ~„ � t .'P60' 'Mf:S• shall wiM
4 any. w ehapN Mllat now r agora
r wl be-in wr w«.w.•rw for w. rn• ft aw «wt w .•nwawr .w on w.irm w a.aArq
Il � ':- ,.:F"'i• p.. r �; 1 f �' ,�.. � ., '� alp f its A {,,,
ywl•eno
(/� R•ya \ I .�• -..•�,�? ,. r. �g .:..J •• %, '. r a. u.::: �+ Ak ..., ..., �..:'rs •,a:: it Yw�til1lRe aprofien.
,
{ 1
i
c
1,
d;
i' and
t ' ..nHv Nip r3I i
a I' : .... +�`, �. �. : .. '. ; ., ,;, • .,. .. , - �., to AY watt. mina and earvwa ohaY w tasted to a minimum a
s; .` l ? =w ,• •., ee. ,:. ,e ''..rreri : i w
�a � ,..., , :: ,,.: - k., '�`�; ,, , '� !!1 !�► . ;; - 200 PN r too ql ova�� tlreaeula. M aeaordence akh w
a. Ar ro.lene laww• •Mores «. w r attar w
� i ,.0 r ,, f ,, ;, � :. , : w : � •� arpwaq,rM d w txy d lwdeil sale w 1Rate 11ww1
ad •ew•et' leerlea oe
bll• Al proeaaa MYnB oh•l w des b, Nla Ww•moa d o
:
r1 I ; , - - - rNn••Matw d w Ctb N RMI•a. Ala MnrNRF at a•Yr Ylk Iran
_ ;, ::, .! r, _'. 't ,,, ;"r r,.. I "� z �� Ma nllM •M•M- n•i aa•M1 Y,a nYmMr a M► wur M BaMd N
i� i•.�.. U �.. ;,: .,.:. 1,
. � h*n•,...
F,. ,.., ,.. .; , „ _ ; , .. r . �,;,, ,: ,,.'?,, . �,;, i _ �' m �. � ar1riw CRY a M„Ma M•„Mr1 II•n• 8r �••M••ifin• 7- 11.J(11). 711• le•• M
It . 1M► +lPglrl �l!,. tIF IMF is ill: MR 41 itM, v> . �tNi
«a��iYMwiM�:�°'ta•r•�,#M. tM4arMlmh� rnr•rlss aMaR st ar•a•d i w db!IMl w a tl•IS tad raw•
of . '. „ � i• R dre M s
2" 412 t0 W 333 00' a M,MMX RIM/ w, MII �a b y Y0 14L NI m•Mt aM w MWI w dwakeled by w Injection of a 50
qy
• ]1 Q Y r M�wbllwl M tllln b adrlydll •l w1MnRMe• 1l�mrlfmllm ••no•kb•Nm) arM+r,•ludw ••k4m. Dry CddLwn
r 1 1 w+ ei 1 N♦ Zip ale !',1 t t 1 1 a Or1YaNv v it IM al•gl•r w•Ynr wd MMlwn• d M In ARM 7-11.3(12X ciNaat 7-
s !�� P r r r» r �•1�y ��!/M!� �hql A�F )lap•d N tA� ad Wt •IWY w
/ eewMwllM, chi. M vela ws11I of w1lM• aM dabm m as IMY 0 tin�(t a YM MMd•p/MnM Mi;•o�w 1 •bOYa•
- -
�Q .il C •• , A a. it' Wi be itmom F•naiiikr a w oNiw r�ww�r is .iwwr sliver wa a�
- I.. we a w ewdlld Mach P9 M •tY.;MMBI,IMMM► - -_ Iht•rwa nMrucllo!1 -nfaro0 4 ra11irN WW 4 off �deon•truelion. A
t7 e1Md,Ma1 orS w••fae,rMl dM naYarlhrauwl •MM
4% K t P&M wow tr w Ow d ftm" PW* ft" 60IMY,Iw!IL IM8 to tw • 0��.oma.R
Y i 1 FI t V 1 / �s it i tde Waaduw aw d aMa f" be = war 10 Nr iw M•Ir It•Nce w 84 R x ONM mwt M ON w i,b OM. ah.w. 10' K
Prior b w is r`e@WA* y to aaewo al nauaary Wmmtb n I I t. R
`� to 7MS aellMaala M,dl reside Ma qtr al Ren1a, rich m « -ww iawM� ti. M0111"ion of carprdo afoyo, wdor aorvioo•. IMaa and motto ohoN not
w .nN.r «w. gaYm ddeh M. M.IN.t .d Wwid Itr • be dens we al o.vw q,a«woal•. wrote approaMn• eon.ruafbn
l I/ if i i I I i \ .\ \ I M..M aatdrre11r1 aeMer a leq•e1 pteMerNMI 11.2 ya• pWwdW and pej I of Mae Mow bow made 1w Y,e 0* of Renton.
I i \ \ �\l \ \ \ / •
I. ft" a�obwor�be FMow owlY m 0-0 �d" -1 �YeM M W.o 20. MI carrction to oaklrq mach. a w oeo.np8owd by fM Cig a
�- - - - - - \ - - - / - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - -M ••M t: Bi:MtMN. st nl•>A�iw, Ales• Mnbaofr•aRA aMoM trr,l No RoFwl�inmtM waw.
- - - - - -� - - - �. - - - - - - - .II.r-M►. ale �M� Mls.w m a w rlre r V W.'i
-two f YisMY t. a•IMNIp MrMiwr rM all•It ra^ala•IMimy w rlrrred b w oa,boator
11 0ar� oai wd wowi,�a ter vWly bwh•o on wWtnB YawMd wodwy 21. Mopacim will be accon!pYMnd by o representative of the City cur
annMM war aM weM�nl•/y ouapeoMd CaM Ronbn. It " w w oallrKior`o b notliy 0wobpmant
\ \ MM w WW4 amW owl be nedbe ad all ooa M • eoallr,rr Sorrky 24 hwvu in aCVnoo a al aonobudMn. The
nIM F•M west w r...o : �_ .. rrrl a• wo8 as w EryMewm�ir w,it Arovd,W
�1 \ \ \• �. / sad A psrmM.d Mal adl'ri1eM •Mel w ' -MY!ri t0
dry• SW w pr CY a RMda aYwM! "W 22. Contractor to Wovid. pr1Ye and tanparary Ma.-aN awmblw for
\ I \ I \ \ `\ // / I 1i pe►ual alMa b Cw a Rrrrr UtIC •nd Os witch/ and t' aeeapto,loe Wit M Md tie -tn.
Y !a Ar dwrrbM araw dial w wdod rr wrdeMed or alwalr al.rrr•eo 23• Al joMt raolrarlt •la,elre rods note. bok• alts.) .boll w w
nlanaaetlxad by w Str ( Cen'pory a Cawnbue ahb
yWadd" waaye%" N � Ma'wMIM M °�"ft r •vial oFOra'ed M wl " by fxwtwMOOmporbwa't of ruble Works.
la Al eIpp and aeearleaa - ewr w avid ono .y erae.M 24. Asphok and concreto etraet =2 shot be oowcut to a mMinwm depth
NOTE: SITE IS IN WATER PRESSURE ZONE 565' Ooun1/N4a M eeeeNe'loe aiyl laaYsn )'028(2 r the ewrM Itdo of d two inch". Oil mot eboeb nwY w "ads out. Al a wfaee eonasto.
STATIC WATER PRESSURE AT FINISHED FLOOR Wsalerl 11e111Ne WgIyoallelle fer rMd R'floo 6w*nww'• paimneM, M woW, curb, rotten, and d Wmw approaehw shat be
T STRONG �T�t ELEVATION OF it:' IS APPROXIMATELY 65 PSI. f -� 7hM enter McM,1e reeeeo.y loaerlll a w treneM r V tae a w wA too 6-i depth a two Mello• r re,no, to on polWq
J. D R S j Ro jr �? o �0• �%• RECOMMENDED w awdalMn awioMl ale awl ale ew.�, w aanw�tw a_nvirad 1, ,,, J,w,
• • tin �� � � �aYoalMl� 28. A temporary cold mix osphok patch shat w placed on the boy of initiot
G*/IWthg EIIVNIO" MC. SCALE.• i r w 20• FOR APPRO AL am b. ra. trwM .b.w w vaNa w FY. alwwum with o sealed o to w tdaa.d. to Cffy a
Ii E 386 � = R /a ww.r andl M oMM,110 pVC) n,Mer poraMr M^tOn Coll fr eublrNo Mopoation W'°r to
ta04 N[ dO 6 VIA L IRl1E t01 BY � �i�a �ayY�y ( Mee
0� 'argil. w 8Q2:. �Ii 'ell. r 1r,Ne rM aYle• l0. I*�n, � fM01 t10td'.
(Ian 8i2a�70ti3 t- a�t10Q BY Y/� r . M WnyrwN e'ww. 'nwdule. t. arMnd wlMYlllrn s Meh end 'nwinnrn 2a Fr projects w,d+ w taNmM+Y wrduk. 1M PVC pep. used Wwfl be
Ie wM oboe Ir111" M pad anw, eeva ft* owes M all edw 10 M w9mvroved orow and eeMdlde W undr improved craw.
ti FAX IN& (4=) 8127 -a/2J �M�
BY.��a 5 /�L /mil �� t. ,n.lrb Al oh«alaa Wow.• IMw .t+ak w .on.duM eo Fvc rive.
A ENGINEERS PLANNERS
SURVEYORS
_- SCANNED C .� p; w- /o 761 ('5- 3tdibt '-rcw. 0a /y I
y
, e 2
5
g �
o�g�
LLI
J
> W
J
(n z I%
Ljj
0-
J 0
UZ
W
wW
Z
oz 3
W W
(n
z
O
V)
.:
a
®E 3
z
~� \
U g
'v
r_
g
c
9
LOA
400
396
392
�i
'le,l
lil If
d $ � d TONAL
S1 Sl Er.e 1
V13ION HOUSE CHILDREN'S
ENGINEERING PLANS
VILLAGE
Taraaw r Gumm D mE
me r a1E 1MLK
4+00 4+40 4+80 8+20 5+60
SEAR MAIN PROFILE
SCALE 1' 20' H
1* 2' V
D. R. STRONG
Consulting Engineers Ina
10004 NE JBMI P LAM SM 104
XWL#J O. INA SOON
(40) 0127 -3ON 1- 800 -OU -1402
FAX Nwk (488) 8277 -SM
ENGINEERS PLANNERS
SURVEYORS
r N _RAINS
8Ie
.�_
M NOW MA 0w�ir h r id mad k fa ld it cl1 w �0ho Y o1" or 41 TNO-L Imn CAST P VALVE WOx AM LIS In COYER
it, :w►r �04r rMti r wL4r .r w.l.Irlr <cn. r �.� � w.1r/ d aAl [NML 70 MYI�t PY�I81Y m STAMrAA r 1S S[CTID
Ir s wart fwr-imai w. w a ~i� i"v�'i w+w r Iwl olNaMAs rO tr1aa � � -e �A`�
4ow r smrz
w— r. w .41. � Iran, 00011 to Nlr-"~ pmW&M bm NICK-WIM41 ~ a z~ WATER SERVICE DETAIL
r11h I 01= 104 F- today/ .0 lid 0/ MIS nNII ill LOCATED IN RIGHT -OF -MAY I�Wf l pAiM PAVDIDIT NHKEII TYPE �
ITM N E.L+,. fwwml0+ r FM 01Ilk wT .11m ONPTL.11w4 c -IS-s r ...d. �0 cilruu r �i: � All STaOrTE TMO-Wr MIL
"wgiv 'Klft" mmmm ry li~iw or 0ws0101 • - ----- '•
4r Im COWNETE
_ 2 do 2" WATER SERVICE DETAlL -
i TESTING DETAIL i FINAL CONNEC710N DETAIL
�-IT
MEW Ol la1TQ NIE � M[11 ti wARt MME -
' -•a• o
1
TA m in (IW o vuwm caoa(w o RN ra»parlE Afm ALL CL OW 11 Pam PS1Eiim 1"iDlli
TAMDMI OATS VALVE (FL w1M) I-am RANK tM TOF wRN r TAI ATN r Kw A0 1 11 1 eopvE TEMPOMY aOCE at MOWI-1i
-�, NLav-OiF A�SKMOLY i�MI)) w"M rT t KOW-a► FINAL COMMLT�M Eire (r+) t u ,!rose
AND CONCIM ANION T !LOOS
MOTES,
I. TARM TEES VAL eE MADE OF GST NOM, INICTWE ON OE 0k0-
ODAiLD STEEL.
L NO 3210 SU TAPS ON CAST -NON IMAM LIMM
TAP 9AML m AT IEA7T r SMAjR SMMffl11 No THE amm MARS.
S. NO WET TAI ON AM= CEMENT LINE OD FEEL LINE
a WET40 SMALI r WE ONLY N O!Y- MPDOVID CONIDACIWS
TESTING AND FINAL CONECDON DETAIL
m
'LL 1
F�R 2 5'
HALM LnIE TEE. NITM r FLMNE Qs
r�TvALVE oL x IAn AMW c-S/4 AEWII.NOIT SEAT
r "IRS VION PUS. CLASS W CFIpIT LOAM LEMON TO FIT
W" y 4" t-J/4" 011-10011L TS Am INE Im STAG. Fa TU NNa
I
` 1ILV911�L K[ fiM � TOP AW �5
OF
eW►vN..
FIRE HYDRANT ASSEMBLY
ALL mom
r ALL
Imw
�rf
s
ETI 1
Lul
HYDRANT LOCATION IN EHT OR FILL FIRE HYS"T ASSEMIL.Y DETAIL
FIRE HYDRANT A5SEMBLY DETAIL
Nrs
RECOMMENDED
FOR APPROV
BY
BY
BY
` - - -- _ SCANNED OCT 0 8 Aec* '
- 2
r
AdAmfiff
lil If
d $ � d TONAL
S1 Sl Er.e 1
V13ION HOUSE CHILDREN'S
ENGINEERING PLANS
VILLAGE
Taraaw r Gumm D mE
me r a1E 1MLK
4+00 4+40 4+80 8+20 5+60
SEAR MAIN PROFILE
SCALE 1' 20' H
1* 2' V
D. R. STRONG
Consulting Engineers Ina
10004 NE JBMI P LAM SM 104
XWL#J O. INA SOON
(40) 0127 -3ON 1- 800 -OU -1402
FAX Nwk (488) 8277 -SM
ENGINEERS PLANNERS
SURVEYORS
r N _RAINS
8Ie
.�_
M NOW MA 0w�ir h r id mad k fa ld it cl1 w �0ho Y o1" or 41 TNO-L Imn CAST P VALVE WOx AM LIS In COYER
it, :w►r �04r rMti r wL4r .r w.l.Irlr <cn. r �.� � w.1r/ d aAl [NML 70 MYI�t PY�I81Y m STAMrAA r 1S S[CTID
Ir s wart fwr-imai w. w a ~i� i"v�'i w+w r Iwl olNaMAs rO tr1aa � � -e �A`�
4ow r smrz
w— r. w .41. � Iran, 00011 to Nlr-"~ pmW&M bm NICK-WIM41 ~ a z~ WATER SERVICE DETAIL
r11h I 01= 104 F- today/ .0 lid 0/ MIS nNII ill LOCATED IN RIGHT -OF -MAY I�Wf l pAiM PAVDIDIT NHKEII TYPE �
ITM N E.L+,. fwwml0+ r FM 01Ilk wT .11m ONPTL.11w4 c -IS-s r ...d. �0 cilruu r �i: � All STaOrTE TMO-Wr MIL
"wgiv 'Klft" mmmm ry li~iw or 0ws0101 • - ----- '•
4r Im COWNETE
_ 2 do 2" WATER SERVICE DETAlL -
i TESTING DETAIL i FINAL CONNEC710N DETAIL
�-IT
MEW Ol la1TQ NIE � M[11 ti wARt MME -
' -•a• o
1
TA m in (IW o vuwm caoa(w o RN ra»parlE Afm ALL CL OW 11 Pam PS1Eiim 1"iDlli
TAMDMI OATS VALVE (FL w1M) I-am RANK tM TOF wRN r TAI ATN r Kw A0 1 11 1 eopvE TEMPOMY aOCE at MOWI-1i
-�, NLav-OiF A�SKMOLY i�MI)) w"M rT t KOW-a► FINAL COMMLT�M Eire (r+) t u ,!rose
AND CONCIM ANION T !LOOS
MOTES,
I. TARM TEES VAL eE MADE OF GST NOM, INICTWE ON OE 0k0-
ODAiLD STEEL.
L NO 3210 SU TAPS ON CAST -NON IMAM LIMM
TAP 9AML m AT IEA7T r SMAjR SMMffl11 No THE amm MARS.
S. NO WET TAI ON AM= CEMENT LINE OD FEEL LINE
a WET40 SMALI r WE ONLY N O!Y- MPDOVID CONIDACIWS
TESTING AND FINAL CONECDON DETAIL
m
'LL 1
F�R 2 5'
HALM LnIE TEE. NITM r FLMNE Qs
r�TvALVE oL x IAn AMW c-S/4 AEWII.NOIT SEAT
r "IRS VION PUS. CLASS W CFIpIT LOAM LEMON TO FIT
W" y 4" t-J/4" 011-10011L TS Am INE Im STAG. Fa TU NNa
I
` 1ILV911�L K[ fiM � TOP AW �5
OF
eW►vN..
FIRE HYDRANT ASSEMBLY
ALL mom
r ALL
Imw
�rf
s
ETI 1
Lul
HYDRANT LOCATION IN EHT OR FILL FIRE HYS"T ASSEMIL.Y DETAIL
FIRE HYDRANT A5SEMBLY DETAIL
Nrs
RECOMMENDED
FOR APPROV
BY
BY
BY
` - - -- _ SCANNED OCT 0 8 Aec* '
- 2
r
tc,
W
IL
q
d
lie
0
N
IL
n
r
n
r
8
w
0
C4
i
M
O
rn
0
�5
04
oo
�n
�5
:2)
.-
i
J
zg
�
I
3
Q_
0
Z-)
�
V)
U �
W
p
V)
O
D 0
ozQ
p
o
=w
w
rn
0
O
gz
IX
�n
a
:2)
N
fl�
z�
i
J
zg
�
3
3
Q_
0
Li
=z
V)
U �
W
p
V)
O
D 0
ozQ
p
w
=w
�
<
Z
�
o
V)
Q
h
+.0
CL
D
wz W
^ x
0
3
U
�wN a
L) H+�1
c
'v
m
(7►
C
.w 'CC
-� c
0
a.
Z>
rn
Y
O
IX
�n
a
V)
U
2
i
N
rn
Y
N
IX
�n
•o
•0
2
.3
�I 3I3I3I3I m
Q
3 3
J y F
5
F9OO�OOOO�rON�j +�
X
o §� W VAC-4830_4
Z O
00i
.� . _ N
>X m P Z
I -� - NCO
�Z I
rpZC X� N rn
T X
PR � m �'' �v
rg t
� N
Ar
x
/ A
IM
-Z
�8
e A �v
.� oc
o� rn
'N
�v
a
v
I M
p>
Z
N
<2 _
o ;N N
=2. N
I ap
J
nN�
� Z
Z
O
rn
N I
3 3 I
00
� 0
w ^ I
' Sri
� � I
3 3
I
I
I
I
I
\ I
VISION
HOUSE
CHILDRE' I 'S VILLAGE
ENGINEERING
PLANS
BREMERTON
n�
goo
cot
x
is IR V < X ^ N
Z�
v^ir� NvX
x
N
WATER UTILITY NOTES & SPECIFICATIONS
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER
UTILITY:
2. All work material shall be in conformance with the standards and
Specifications of the City of Renton Plan ni ng /9uildinq /Public Works
Deportment and the latest edition of the WSDOT /APWA Standards and
Specifications, as opproved and modified by the City of Renton in the
Renton Standard Plans & Specifications. A set of approved plans shall
be kept on site at all times during construction.
3. The hours of work in the street right of way shall be limited to 8:30 am
to 3:30 pm on weekdays unless otherwise approved in writing by the
Deportment of Public Works at 235 -2631. All street closures. partial or
full, shall be approved by the Deportment of Public Works 73 hours in
b advance. The Police Deportment, Fire Department, and 911 shall be
notified 24 hours in advance of any work in the right of way.
t.
4. All locations of existing utilities shown are opproximote and it shall be
of the contractor's responsibility to verify the true and correct location so
as to avoid damage or disturbance. For utility locate call 48 -Hours
�► Locators, 1- 800 -424 -5555.
OH 5. All water main pipe to be cement lined ductile iron pipe conforming to
dg AWWA C 1 10 and C 1 1 1 or latest revision, thickness Class 52. Cement
mortar lining and seal coating shall conform to AWWA C104 or latest
N revision. Pipe joints to be push -on or mechanical joint. Bedding to be
Class C. All ductile iron pipe and fittings shall be polyethylene wrapped
per ANSI /AWWA C105/A21.5-93 Standards.
6. Cost iron and ductile iron fittings shall be cement lined, pressure rated ai
noted on plans. and in accordance with ANSI /AWWA C110/A21.10-
87. Cement lining shall be in accordance with ANSI /AWWA
C104/A21.4 -90. If fittings are 3 inches to 12 inches in diameter and
I \ have mechanical oints. the fittings shall be in accordance with either
ANSI /AWWA C 1 10)A21.10 -87 or ANSI /AWWA C153/A21.53-94. 3
inch to 12 inch diameter fittings which have mechanical joints and /or
flan joints shall be in accordance with ANSI /AWWA
�► -••R -- - -- - - - - -•• - • C 1 1 /A21.10.87 or a combination of ANSI /AWWA C110/A21.10.87
and ANSI /AWWA C153/A21.53-94 such that the portion of the fitting
{ \ with a mechanical joint(*). may be in accordance with ANSI /AWWA
+ C153/A21.53 -94 and that portion of the fitting with flanged joint(s)
shall be in accordance with ANSI /AWWA C 11 O/A21.10 -87.
n'iw I Acceptance testing in accordance with section 53.53 of ANSI /AWWA
C153/A21.53 -94 or with section 10 -4.3 of ANSI /AWWA
C 1 10/A21.10 -87 shall be obtained by the contractor and transmitted to
the owner.
- 7. Got@ valves shall be iron body, bronzed - mounted, double disc with
bronze wedging device and 0 -ring stuffing box (AWWA C500) or of
resilient seated type (AWWA C509). Valves shell be designed for o
I minimum water operating pressure of 200 PSI. Gate valves shall be
Clow List 14, Mueller Company NO A2380, or M do H. All valves 12"
4� in diameter and larger, shall be installed in a voult. See water standard
I v detail for 12 Gate Valve Assembly Vault and 1 Bypass Installation.
I 8. Fire hydrants shall be Corey type (opening with the pressure) or
compression type (opening against pressure) conforming to AWWA C-
502-85 with a 6 inch mechanical joint inlet and a main valve opening
I (M.V.O.) of 5-1/4 inches, two 2-1/2 inch hose nozzles with National
Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle
with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads,
outside diameter of male tread 4.875 and root diameter 4.6263.
• Hydrants shall have a 1 -1 /4" pentagon operating nut opened by turning
-` counter clockwise (left).
� I I
\ / I 9. The two 2-1/2" hose nozzles shall be fitted with cast iron threaded cops
I I I with operating nut of the some design and proportions as the hydrant
stem nut. Cops shall be fitted with suitable neoprene gaskets for
I, j positive water tightness under test pressures.
J4 10. The 4"
pumper nozzle shall be fitted with o Stortz adapter, 4 Seattle
I Thread x 5 Stortz. Stortz adapter shall be forged and /or extruded
6061 -T6 aluminum alloy, hardcoot anodized. Threaded end portion
shall have no lugs and 2 set screws 180 degrees apart. Stortz face to
be metal, no gasket to weather. Stortz cap to have synthetic molded
I I rubber gasket. and shall be attached to hydrant adapter with 1 /8" tooted
' / I stainless steel aircraft cable.
SANITARY SEWER NOTES & SPECIFICATIONS 11. Fire hydrants shall be installed per City of Renton Standard Detail for
fire hydrants, latest revisions.
I \ M
V I \ I 1. All work materials shall be in conformance with the standards and 12. All water main 10 inches and smaller to maintain a minimum cover of 36
specifications of the Cityy of Renton Utility Deportment and the latest inches below finish grode. All water main 12 inches and larger shall be
I edition of the WSDOT /I1PWA Standards and Specifications. at a minimum of 48 inches below finish grade. Where utility conflicts
occur, water mains are to be lowered to clear.
2. The hours of work in the street right- of -woy shall be limited to 8:30
11 I N o a.m. to 3:30 p.m. on weekdays unless otherwise approved in writing by the Planning /Building /Public Works Deportment at 235 -2620. All street 13. All water mains six (6) inches in diameter and larger shall be cleaned
i ; 0
`r closures. partial or full, shall be approved by the Planning /Building/ with pipe cleaning "PIGS" prior to disinfection. The "Poly Pis shall
Public Works Deportment 72 hours in advance. The Police Department, be Girard Industries Aqua Swab -AS or approved equal, 2 cu ft.
Fire Deportment, and 911 shall be notified 24 hours in advance of any density foam with 90A durometer urethane rubber tooting on the rear of
work in the right of way.
/ \ $ 14. 'PIG' only. 'PIGS" shall be cylinder shaped with bullet nose or square
I j 3. NI construction shall be in accordance with "Standard Specifications for end. The City will assist the contractor who will perform the cleaning
Municipal Public Works Construction" prepared by Washington State operation.
Chapter American Public Works Association, latest edition (APWA) and
I City of Renton Standard Specifications. 15. All water mains and services shall be pressure tested to a minimum of
4. All locations of existing utilities shown ors approximate and it shall be 200 PSI or 150 PSI over operating pressure. in accordance with the specifications of the City of Renton and the Washington State Health
the contractor's responsibility to verify the true and correct location so Department. All pressure testing shall be done in the presence of a
Kas to ovoid damage or disturbance. representative of the City of Renton. The quantity of water lost from
I ;-+ 5. A preconstruction conference and o 24 hour notice shall be required the main shall not exceed the number of gollons per hour as listed in
prior to starting new construction. It shall be the contractor's City of Renton Standard Plans do Specifications 7-11.3(l 1). The loss in
responsibility to secure all necessary permits prior to starting pressure shall not exceed 5 psi during the 2 hour test period.
construction. Inspection will be accomplished by a representative of the
City of Renton. It shall be the contractor's responsibility to notify the 16. All water mains and services shall be disinfected by the injection of a 50
Utility Department 24 hours in advance of bockfilling all construction. ppm (minimum concentration) Chlorine / water solution. Dry Colcium
N Hypochlorite shall NOT be placed in the pipe as laid. Chlorine shall be
I I I I I > 6. Contractor is solely responsible for the means. methods aril sequences of metered /injected in accordance with Section 7-11 3(12)E or 7-
l n construction and for the safety of workers and others on the construction 11.3(12)F of the Standard Specifications referenced in 1 above.
M �• OOOO� ��': N $ v70N z g �c000 eft..
n ' ' ' x + + 416 O O p► n 1, �� 17. A preconstruction conference is required prior to any construction. A
+ N 06 �! ' rn n 7. k shall be the responsibility of the contractor to obtain street use and
j p ; 19 � U + - > OO W ; ; O .� minimum of 3 (three) working days notice is required for schedulin
-� N w p C_ � > O f'1 > 6 N ; p Q Z 2 O �, > • I any other related permits prior to any construction. 9
• X... Z g e +- -41 g e :-� >> S V� c<7 Vf : o 3 ' X v Prior to scheduling the piston o permit information sheet must be
'
009 f7 - o tp i O / -+ G > n O Q n < 8. Plans approved by the City of Renton, Public Works Department, shall supplied to the Utility Engineer's Office. Twenty -four hour notice will
�p C ; N V \ _ C7 I< � A �. take precedence over all other plans. be required prior to starting new construction.
(�! O Z -
> > C- (A '� � rM 9. A c of these 1 . I shall h
� x r- / � � � _ � > � � � O � rn copy ese approved pions must be on the fob site whenever 8 t s a be the contractor's responsibility to secure all necessary permits
X � r- Nn s 8 X construction �s in progress. prior to starting construction. X r-
gy p♦ i3 .� / C p "� 71 10. The contractor shall provide the City of Renton with an os -built drawing 19. Installation of corporate stops, water services, lines and meters shall not
70 )t x of the sanitary sewer system which has been stamped and signed by a be done until all service agreements, meter applications, construction
; I licensed professional engineer or licensed professional surveyor. permits, and payment of fees hove been made to the City of Renton.
\ Q 8 11. Sockfill shall be ploced equally on both sides of the pipe in foyers with o
.-••�l 20. All connection to existing mains to be accomplished by the City of
/ -(x � loose overage depth of 6 inches, maximum depth of 8 inches, thoroughly Renton, except wet tops which may be made by approved wet top
- - - _ _ - - _ _ tomping each layer to 95 percent of maximum density. These compacted
\ - '- - - - - - - - - - - - - '- - -" - - - - -" - - - - - - - - - - - - - - -" - -' - - - - - - - '- '- - - - - - - 7- contractors with prior approval from the Deportment of Public Works
kzyers must extend for one pipe diameter on each side of the pipe or to MI necessary excavation aril materials to be supplied b the contractor
the side of the trench. Materials to complete the fill over pipe shill be rY pp y
the same as described. and be on -site prior to Cdy rWifications.
12. Open cut rood crossings for utility trenches on existing trawled roodway 21. Inspection will be oecomplished by a representative of the City of
1i I I N'roN be bockfilled with crushed rock and r»echonicol
ti compacted. Cuts Renton. K shall be the contractor's responsibility to notify Development
\i into the existing asphalt shots be neotline cwt with saw in o continuous
I \
NKne. A temporary mix patch must be placed ►mmediotely offer bockfiN ices 24 hours in advance of bockfillinq off construction. The
/ end compodion. A permanent hot mix patch shall be placed within 10 contractor as well as the Enyir►eers shoes keep a$-built drawings.
I i I days and shall be per City of Renton current standards.
\ r
I � / 22. testing provide t final . \ Pr pkngs and temporary blow -off assemblies for
I 13. Datum shall be City of Renton. U.S.C. end G.S. purity acceptance prior to tie -in.
I \ 14. Ail disturbed areas shall be seeded and rrwkhed or otherwise stobiNzed 23. All joint restraint systems (shackle rte, nwts. bolts, etc.) shop be N
I to the satisfaction of the Deportment for the prevention of on -site manufactured by the Star Monufacturin9 Company of Cekombus Ohio
erosion after the completion of construction. or equal approved in writing by the Department of Pwbk works.
IS. M pipe and oppurtenonces shalt be laid on o properly prepared 24. Asphalt and concrete street peyving shall be sowcut to a mninirnrrn depth
NOTE: SITE IS IN WATER PRESSURE ZONE 565' foundation in accordance with Section 7- 02.3(1) of the current State of of two inches. Oil mot streets may be spode cart. AN surlece concrete,
STATIC WATER PRESSURE AT FINISHED FLOOR Washington Standard Specifications for Rood and bidge Construction. poverrnent, sidewalks, ewb, 9wIters, and driveway approaches *fall be
• Ro STRONG ELEVATION Of 414' IS APPROXIMATELY 65 PSI. �0 i material necessary eq expansion joint.
r r the foundation mot well as pof the tench compaction ti r the ► sowcut too nunirrwm depth of two inches or removed to an existirp
required
a
RECOMMENDED Redd ng mat. o to wWorm prose so thot the entire length of the pip.
�� �� �f "s ",���9
Consulting En kie" /SIC FOR APPROVAL a al pe pea supported s' os w and below the ' �'I4in9 0oi' Pip' bedan9 25. A temporary cold mix opholt patch shop be pMced on the of initial
Z �' $CALF• 20 r excavation with o permanent, sealed
W � �'� 5)c �' � �� per patch to M placed, N � of
10004 HE 3 th KACL WN 101 1 s. Senitory sewer shall be clOw Wo (PVC) rnyeeer gosketed Renton policy, within ten . Call for
U
KNVQ AND, WA 9MM BY, SIP 0 � ASTM D 3034, SOR 35. or arclD the iron ass. So. M�►*►ent of rw* patch. �' "'�f Oil' r"p'`ti°n prior ff.
�v (42S) 0'17 -J003 1 -00Q -901 -1402 gY l41>t%4�/' 11 /ot in wnim 0v#d oreas, manhole to extend mininwm d inch and rnankrirn, 26. For My projects such as telemetry ow*A. tf+e PVC p" used shay be
G G lz2 t �" FAX Na (425) $27 -2423 areas end schedule 80 under irrnprored a•ros
18 inch above fiiniehed grade. In payed area, cover must slope in of schedule 40 in
w BY -AZ /Oy directions to match paving. Ail chemical process lines shall be schedule 00 PVC pipe.
�Ia1tI��� FAX l
c /ONAL ENGINEERS PLANNERS
o SURVEYORS
ry •��•� /�. N►w� so's •
/d �.V •. �� 0 7 �% 0 �- �o / c 7 00
IFtCOLL 2.0.,l FR 17, t
-�.f�5'/
14
IX
�n
N
11
J
3
3
3
3
Q_
Q
O
O
O
p
O
UJ
n
H
C)
Q
h
N
N
t�
r`
N
n
�I 3I3I3I3I m
Q
3 3
J y F
5
F9OO�OOOO�rON�j +�
X
o §� W VAC-4830_4
Z O
00i
.� . _ N
>X m P Z
I -� - NCO
�Z I
rpZC X� N rn
T X
PR � m �'' �v
rg t
� N
Ar
x
/ A
IM
-Z
�8
e A �v
.� oc
o� rn
'N
�v
a
v
I M
p>
Z
N
<2 _
o ;N N
=2. N
I ap
J
nN�
� Z
Z
O
rn
N I
3 3 I
00
� 0
w ^ I
' Sri
� � I
3 3
I
I
I
I
I
\ I
VISION
HOUSE
CHILDRE' I 'S VILLAGE
ENGINEERING
PLANS
BREMERTON
n�
goo
cot
x
is IR V < X ^ N
Z�
v^ir� NvX
x
N
WATER UTILITY NOTES & SPECIFICATIONS
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER
UTILITY:
2. All work material shall be in conformance with the standards and
Specifications of the City of Renton Plan ni ng /9uildinq /Public Works
Deportment and the latest edition of the WSDOT /APWA Standards and
Specifications, as opproved and modified by the City of Renton in the
Renton Standard Plans & Specifications. A set of approved plans shall
be kept on site at all times during construction.
3. The hours of work in the street right of way shall be limited to 8:30 am
to 3:30 pm on weekdays unless otherwise approved in writing by the
Deportment of Public Works at 235 -2631. All street closures. partial or
full, shall be approved by the Deportment of Public Works 73 hours in
b advance. The Police Deportment, Fire Department, and 911 shall be
notified 24 hours in advance of any work in the right of way.
t.
4. All locations of existing utilities shown are opproximote and it shall be
of the contractor's responsibility to verify the true and correct location so
as to avoid damage or disturbance. For utility locate call 48 -Hours
�► Locators, 1- 800 -424 -5555.
OH 5. All water main pipe to be cement lined ductile iron pipe conforming to
dg AWWA C 1 10 and C 1 1 1 or latest revision, thickness Class 52. Cement
mortar lining and seal coating shall conform to AWWA C104 or latest
N revision. Pipe joints to be push -on or mechanical joint. Bedding to be
Class C. All ductile iron pipe and fittings shall be polyethylene wrapped
per ANSI /AWWA C105/A21.5-93 Standards.
6. Cost iron and ductile iron fittings shall be cement lined, pressure rated ai
noted on plans. and in accordance with ANSI /AWWA C110/A21.10-
87. Cement lining shall be in accordance with ANSI /AWWA
C104/A21.4 -90. If fittings are 3 inches to 12 inches in diameter and
I \ have mechanical oints. the fittings shall be in accordance with either
ANSI /AWWA C 1 10)A21.10 -87 or ANSI /AWWA C153/A21.53-94. 3
inch to 12 inch diameter fittings which have mechanical joints and /or
flan joints shall be in accordance with ANSI /AWWA
�► -••R -- - -- - - - - -•• - • C 1 1 /A21.10.87 or a combination of ANSI /AWWA C110/A21.10.87
and ANSI /AWWA C153/A21.53-94 such that the portion of the fitting
{ \ with a mechanical joint(*). may be in accordance with ANSI /AWWA
+ C153/A21.53 -94 and that portion of the fitting with flanged joint(s)
shall be in accordance with ANSI /AWWA C 11 O/A21.10 -87.
n'iw I Acceptance testing in accordance with section 53.53 of ANSI /AWWA
C153/A21.53 -94 or with section 10 -4.3 of ANSI /AWWA
C 1 10/A21.10 -87 shall be obtained by the contractor and transmitted to
the owner.
- 7. Got@ valves shall be iron body, bronzed - mounted, double disc with
bronze wedging device and 0 -ring stuffing box (AWWA C500) or of
resilient seated type (AWWA C509). Valves shell be designed for o
I minimum water operating pressure of 200 PSI. Gate valves shall be
Clow List 14, Mueller Company NO A2380, or M do H. All valves 12"
4� in diameter and larger, shall be installed in a voult. See water standard
I v detail for 12 Gate Valve Assembly Vault and 1 Bypass Installation.
I 8. Fire hydrants shall be Corey type (opening with the pressure) or
compression type (opening against pressure) conforming to AWWA C-
502-85 with a 6 inch mechanical joint inlet and a main valve opening
I (M.V.O.) of 5-1/4 inches, two 2-1/2 inch hose nozzles with National
Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle
with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads,
outside diameter of male tread 4.875 and root diameter 4.6263.
• Hydrants shall have a 1 -1 /4" pentagon operating nut opened by turning
-` counter clockwise (left).
� I I
\ / I 9. The two 2-1/2" hose nozzles shall be fitted with cast iron threaded cops
I I I with operating nut of the some design and proportions as the hydrant
stem nut. Cops shall be fitted with suitable neoprene gaskets for
I, j positive water tightness under test pressures.
J4 10. The 4"
pumper nozzle shall be fitted with o Stortz adapter, 4 Seattle
I Thread x 5 Stortz. Stortz adapter shall be forged and /or extruded
6061 -T6 aluminum alloy, hardcoot anodized. Threaded end portion
shall have no lugs and 2 set screws 180 degrees apart. Stortz face to
be metal, no gasket to weather. Stortz cap to have synthetic molded
I I rubber gasket. and shall be attached to hydrant adapter with 1 /8" tooted
' / I stainless steel aircraft cable.
SANITARY SEWER NOTES & SPECIFICATIONS 11. Fire hydrants shall be installed per City of Renton Standard Detail for
fire hydrants, latest revisions.
I \ M
V I \ I 1. All work materials shall be in conformance with the standards and 12. All water main 10 inches and smaller to maintain a minimum cover of 36
specifications of the Cityy of Renton Utility Deportment and the latest inches below finish grode. All water main 12 inches and larger shall be
I edition of the WSDOT /I1PWA Standards and Specifications. at a minimum of 48 inches below finish grade. Where utility conflicts
occur, water mains are to be lowered to clear.
2. The hours of work in the street right- of -woy shall be limited to 8:30
11 I N o a.m. to 3:30 p.m. on weekdays unless otherwise approved in writing by the Planning /Building /Public Works Deportment at 235 -2620. All street 13. All water mains six (6) inches in diameter and larger shall be cleaned
i ; 0
`r closures. partial or full, shall be approved by the Planning /Building/ with pipe cleaning "PIGS" prior to disinfection. The "Poly Pis shall
Public Works Deportment 72 hours in advance. The Police Department, be Girard Industries Aqua Swab -AS or approved equal, 2 cu ft.
Fire Deportment, and 911 shall be notified 24 hours in advance of any density foam with 90A durometer urethane rubber tooting on the rear of
work in the right of way.
/ \ $ 14. 'PIG' only. 'PIGS" shall be cylinder shaped with bullet nose or square
I j 3. NI construction shall be in accordance with "Standard Specifications for end. The City will assist the contractor who will perform the cleaning
Municipal Public Works Construction" prepared by Washington State operation.
Chapter American Public Works Association, latest edition (APWA) and
I City of Renton Standard Specifications. 15. All water mains and services shall be pressure tested to a minimum of
4. All locations of existing utilities shown ors approximate and it shall be 200 PSI or 150 PSI over operating pressure. in accordance with the specifications of the City of Renton and the Washington State Health
the contractor's responsibility to verify the true and correct location so Department. All pressure testing shall be done in the presence of a
Kas to ovoid damage or disturbance. representative of the City of Renton. The quantity of water lost from
I ;-+ 5. A preconstruction conference and o 24 hour notice shall be required the main shall not exceed the number of gollons per hour as listed in
prior to starting new construction. It shall be the contractor's City of Renton Standard Plans do Specifications 7-11.3(l 1). The loss in
responsibility to secure all necessary permits prior to starting pressure shall not exceed 5 psi during the 2 hour test period.
construction. Inspection will be accomplished by a representative of the
City of Renton. It shall be the contractor's responsibility to notify the 16. All water mains and services shall be disinfected by the injection of a 50
Utility Department 24 hours in advance of bockfilling all construction. ppm (minimum concentration) Chlorine / water solution. Dry Colcium
N Hypochlorite shall NOT be placed in the pipe as laid. Chlorine shall be
I I I I I > 6. Contractor is solely responsible for the means. methods aril sequences of metered /injected in accordance with Section 7-11 3(12)E or 7-
l n construction and for the safety of workers and others on the construction 11.3(12)F of the Standard Specifications referenced in 1 above.
M �• OOOO� ��': N $ v70N z g �c000 eft..
n ' ' ' x + + 416 O O p► n 1, �� 17. A preconstruction conference is required prior to any construction. A
+ N 06 �! ' rn n 7. k shall be the responsibility of the contractor to obtain street use and
j p ; 19 � U + - > OO W ; ; O .� minimum of 3 (three) working days notice is required for schedulin
-� N w p C_ � > O f'1 > 6 N ; p Q Z 2 O �, > • I any other related permits prior to any construction. 9
• X... Z g e +- -41 g e :-� >> S V� c<7 Vf : o 3 ' X v Prior to scheduling the piston o permit information sheet must be
'
009 f7 - o tp i O / -+ G > n O Q n < 8. Plans approved by the City of Renton, Public Works Department, shall supplied to the Utility Engineer's Office. Twenty -four hour notice will
�p C ; N V \ _ C7 I< � A �. take precedence over all other plans. be required prior to starting new construction.
(�! O Z -
> > C- (A '� � rM 9. A c of these 1 . I shall h
� x r- / � � � _ � > � � � O � rn copy ese approved pions must be on the fob site whenever 8 t s a be the contractor's responsibility to secure all necessary permits
X � r- Nn s 8 X construction �s in progress. prior to starting construction. X r-
gy p♦ i3 .� / C p "� 71 10. The contractor shall provide the City of Renton with an os -built drawing 19. Installation of corporate stops, water services, lines and meters shall not
70 )t x of the sanitary sewer system which has been stamped and signed by a be done until all service agreements, meter applications, construction
; I licensed professional engineer or licensed professional surveyor. permits, and payment of fees hove been made to the City of Renton.
\ Q 8 11. Sockfill shall be ploced equally on both sides of the pipe in foyers with o
.-••�l 20. All connection to existing mains to be accomplished by the City of
/ -(x � loose overage depth of 6 inches, maximum depth of 8 inches, thoroughly Renton, except wet tops which may be made by approved wet top
- - - _ _ - - _ _ tomping each layer to 95 percent of maximum density. These compacted
\ - '- - - - - - - - - - - - - '- - -" - - - - -" - - - - - - - - - - - - - - -" - -' - - - - - - - '- '- - - - - - - 7- contractors with prior approval from the Deportment of Public Works
kzyers must extend for one pipe diameter on each side of the pipe or to MI necessary excavation aril materials to be supplied b the contractor
the side of the trench. Materials to complete the fill over pipe shill be rY pp y
the same as described. and be on -site prior to Cdy rWifications.
12. Open cut rood crossings for utility trenches on existing trawled roodway 21. Inspection will be oecomplished by a representative of the City of
1i I I N'roN be bockfilled with crushed rock and r»echonicol
ti compacted. Cuts Renton. K shall be the contractor's responsibility to notify Development
\i into the existing asphalt shots be neotline cwt with saw in o continuous
I \
NKne. A temporary mix patch must be placed ►mmediotely offer bockfiN ices 24 hours in advance of bockfillinq off construction. The
/ end compodion. A permanent hot mix patch shall be placed within 10 contractor as well as the Enyir►eers shoes keep a$-built drawings.
I i I days and shall be per City of Renton current standards.
\ r
I � / 22. testing provide t final . \ Pr pkngs and temporary blow -off assemblies for
I 13. Datum shall be City of Renton. U.S.C. end G.S. purity acceptance prior to tie -in.
I \ 14. Ail disturbed areas shall be seeded and rrwkhed or otherwise stobiNzed 23. All joint restraint systems (shackle rte, nwts. bolts, etc.) shop be N
I to the satisfaction of the Deportment for the prevention of on -site manufactured by the Star Monufacturin9 Company of Cekombus Ohio
erosion after the completion of construction. or equal approved in writing by the Department of Pwbk works.
IS. M pipe and oppurtenonces shalt be laid on o properly prepared 24. Asphalt and concrete street peyving shall be sowcut to a mninirnrrn depth
NOTE: SITE IS IN WATER PRESSURE ZONE 565' foundation in accordance with Section 7- 02.3(1) of the current State of of two inches. Oil mot streets may be spode cart. AN surlece concrete,
STATIC WATER PRESSURE AT FINISHED FLOOR Washington Standard Specifications for Rood and bidge Construction. poverrnent, sidewalks, ewb, 9wIters, and driveway approaches *fall be
• Ro STRONG ELEVATION Of 414' IS APPROXIMATELY 65 PSI. �0 i material necessary eq expansion joint.
r r the foundation mot well as pof the tench compaction ti r the ► sowcut too nunirrwm depth of two inches or removed to an existirp
required
a
RECOMMENDED Redd ng mat. o to wWorm prose so thot the entire length of the pip.
�� �� �f "s ",���9
Consulting En kie" /SIC FOR APPROVAL a al pe pea supported s' os w and below the ' �'I4in9 0oi' Pip' bedan9 25. A temporary cold mix opholt patch shop be pMced on the of initial
Z �' $CALF• 20 r excavation with o permanent, sealed
W � �'� 5)c �' � �� per patch to M placed, N � of
10004 HE 3 th KACL WN 101 1 s. Senitory sewer shall be clOw Wo (PVC) rnyeeer gosketed Renton policy, within ten . Call for
U
KNVQ AND, WA 9MM BY, SIP 0 � ASTM D 3034, SOR 35. or arclD the iron ass. So. M�►*►ent of rw* patch. �' "'�f Oil' r"p'`ti°n prior ff.
�v (42S) 0'17 -J003 1 -00Q -901 -1402 gY l41>t%4�/' 11 /ot in wnim 0v#d oreas, manhole to extend mininwm d inch and rnankrirn, 26. For My projects such as telemetry ow*A. tf+e PVC p" used shay be
G G lz2 t �" FAX Na (425) $27 -2423 areas end schedule 80 under irrnprored a•ros
18 inch above fiiniehed grade. In payed area, cover must slope in of schedule 40 in
w BY -AZ /Oy directions to match paving. Ail chemical process lines shall be schedule 00 PVC pipe.
�Ia1tI��� FAX l
c /ONAL ENGINEERS PLANNERS
o SURVEYORS
ry •��•� /�. N►w� so's •
/d �.V •. �� 0 7 �% 0 �- �o / c 7 00
IFtCOLL 2.0.,l FR 17, t
-�.f�5'/
14
it
w
MW)
11)O
^
Lf)0
0:
Q
Q
�
J
N
•o
o
z
3
_J
> LLJ
388
Q
() I
L L W
>
c
Pell
<
z I O
N
I
n
z_
—z
V
M
w �
0
0
w W
CL
O
(n z
3
3
o
N
a
a
r
CN
d
(V
t`
a
rn
o:
a
I
0
/
h
0
a
/
/
0
H
4 0 392
N
Z
0
w
MW)
11)O
^
Lf)0
0:
Q
Q
�
J
C)
M
•o
o
z
3
_J
> LLJ
388
r�.
() I
L L W
>
c
V) z I
W)
z I O
Uj
n
z_
—z
<
w �
0
0
w W
CL
V) V)
(n z
3
3
D U LJ
a-
o z 3:
404
/w^
V
384.00
v v
O0
z
o
a
O
W
N
J
J
Wa
>
a
't
O
O
400
Q
n
O
a
N
(V
C3
M
O O O
�0V)
3
ri
V)
V)
--o
m
t�3 t3
W d
3
C
3 3
°
8
•�
396
J
a
:
m
01
C
I •O
CL
N
a
a
r
CN
d
(V
t`
a
rn
o:
a
I
0
/
h
0
a
/
/
0
H
4 0 392
N
Z
0
=>
MW)
11)O
^
Lf)0
0:
0:
Q
�
0
C)
M
•o
o
z
3
b
388
.
M00
N
*
VISION HOUSE CHILDREN'S VILLAGE
ENGINEERING PLANS
9
N
N
0
rz
�
N U
��6
D-
Z�
z
�80�
W (L 4C
.It
.0
MW)
11)O
^
Lf)0
0:
0:
Q
�
0
C)
M
•o
o
z
3
b
in
.
M00
N
*
L L W
>
6
�
W)
8
<
V)
0
0
V)
CL
V) V)
3
3
3-,
a-
3 3 N NUM ELEV
0;!
sn�
z z
384.00
v v
O0
z
o
v
W
(�
J
J
O
O
0 0
't
O
O
Ih
O
Q
n
O
n
N
(V
N
M
d 46
�0V)
3
ri
V)
V)
--o
m
t�3 t3
3
3
3 3
VISION HOUSE CHILDREN'S VILLAGE
ENGINEERING PLANS
9
N
N
0
rz
�
N U
��6
D-
Z�
z
�80�
W (L 4C
.It
.0
MW)
11)O
^
Lf)0
NN
W) CIA
4 MIN
0
C)
M
0
n
MW)
n
M
to
MDM
n at
in
.
M00
N
*
L L W
>
�
W)
h
<
z
z
z�
_j
0;!
sn�
z z
<
=
z
z
z
W
(�
J
J
J
sW
R
k- 11
_
ri
tJ
J3
t�3 t3
VISION HOUSE CHILDREN'S VILLAGE
ENGINEERING PLANS
9
N
N
0
rz
�
N U
��6
D-
Z�
z
�80�
W (L 4C
.It
.0
MW)
11)O
^
Lf)0
NN
W) CIA
4 MIN
0
C)
M
n
in
n
MW)
n
M
to
MDM
n at
in
.
M00
N
*
L L W
>
�
W)
h
of >XASp� 1
V. r
. �" e�1eA
TONAL
�o >>
wV•p -J, amAN7
w
4+00
4 +40
4 +80
SEWER MAIN PROFILE
scnLc r = zo' N
r =z'v
D. R. STRONG
Consulting Engl ewv Inc.
10004 NE 30th PLACE, SUITE 101
10RICLAW, WA M33
(425) 827 -3003 1- 800 -902 -1402
FAX N0. (425) 827 -2423
ENGINEERS PLANNERS
SURVEYORS
5 +20
5 +60
CAUTION VALVE BOX SHOULD NOT REST ON
PIPE LATER COMPACTION IN AREA OF VALVE
BOX COULD CAUSE THE BREAKAGE OF THE
SERVICE
i I
s
II I
V
v�
9
_ n
PRIVATE PLUMBING
SHALL CONNFIT
HERE
2" BRA55 PLlri
(THREADED)
BY PASS NUT ALLOWC
FOR IRRIGA T JON
13 METERS
CRUSHED ROCK
BASE TO SUPPOPT
8 VAUL. T
[ALL
iy�.r r•w■ • i-�. r■- ..� ■ r ..n �� . w . ■w w,ru .w r ■s�. -ter -YAi iMAII ZUSM l C — A
DRILL I -S/B" 131A. A. HOLE / \
1. 2" tread tee oN irew water motor FOR TOEHREAD DEVICE
2 4" lore X 2" brass Nipple with threaded mmda (MIPT)
3. 2" resi1iamt seat valve with threaded cads, square oparatire mut awd valve Nut
exteasioN if
required (dve 19R41 /ease
4 Two Piece cast iroN valve box Stamdard 8" top section with regular base
sec t i oN. laasth to Fit. "lui ' type cover.
S. 2" brews bushire (MIPT x FIPT) 2 each 2" brass or be ze Nipples 6" leasth, TYPICAL RIB
threaded odds 2 each 2" -W brass or b-odze elbows (FIPT x FIPT) 2 -1/2" MIN. FROM DEAREST
G. 2" (MIPT) x comprasmiom fittire, Ford C84-M or equal. AND FRONT EDGE OF PIT LID
7. 2" soft copper tyre K or brass Nipples, lemoth to fit.
B 2" threaded brass 90' all
9. 2" Custoasettor with by -pass Ford VBH 86- 126 -11 -77 (17- 3/16 ") or McDodald brass
388715WDFF775, with Flaased
made ball valve mad Padlock wiNss om iNlat. amd amal■ check valve outlet, ball
valves ow breams
with Padlock wiNes. Customsettar shall have vertical iNlet amd outlet
18. Risid motor spreader- to be supplied amd installed iN motor setter by contractor
11. Water motor shall be supplied and installed by City of Ramtom Loom parmont of all
related water
"Star fee and satisfactory pressure aNd Purity tests
12. 17 "x38" equal to Mid - States Plastics, INc. BLF Series MSBCF 1738 -IB with 2" thick
Ductile
iron sayers Plata cover IB"x31" equal to Mid-States Plastics, INC M5C8C- 1738 -R
with
1 -S /8" drilled hole for touchroad Pit lid, add meter read lid
13. 2" couPlire (comwr•esaiod x FIPT) with 2" Plus (MIPT). Ford C -14 -66 or equal. The
Property
t1ATE�l � ISTEEME ,1� 4VIi1 W hNIARNM R @1MtllbqM gnG"10mj R• qt M11111 %TrW 1A1 r
sery ce.
1. 2" tapped tee od New water maim
2. 4" loNs X 2" brass Nlpple with threaded ■rods (MIPT)
3. 2" rsslliadt seat valve with threaded oafs, square oparatire Nut add valve Nut
exteasioN If
required (dws BR46 /ease ®c#)
4 Two piece cast irpN valve box. Staddard 8" top sectioN with resular base
sec t i iDN,
lomsth to fit, "lug" typo cover
S. 2" X 1 -112" hex brass bushia.s (MIPT x FIPT)
2 each 1 -1/2" brass or bromzs Nipples 6" lo"uth. threaded odds
2 each 1 -112"- 98' brass or bromze elbows (FIPT x FIPT)
S. 1 -1/2" (MIPT) x compressiod fittime. Ford C134 -66 or equal
7 1 -112" soft copper tree K or brows Nipples, lereth to fit
B. 1 -112" pack -Joist 98' ell. for Ford L44 -77 or equal
9 1 -1/2'• Customsattsr with by-pass Ford VBH 66 -128 x 13 -3/16" or McDnNald brass,
with
flamed
adsle ball valve aNd Padlock viNvs oN imlet, aNd emale check valve outlet, bell
valve m bypass
with Padlock wiNss. Customsetter shall have vertical imlat and outlet
18 Plaid meter spreader to be supplied aNd INStalled im meter setter by contractor
11 Water meter hall be supplied aNd idmtalled by City of RemtoN upod payment of all
related water meter fee amd satisfactory Pressure aped Purity tests
12 17 "x30" equal to Mid - States Plastics. INc BCF Series MSBCF 1736 -18 with 2" thick
llrrctilaram damord Plate cover 18"x31" equal to Mid- Statas Plastics, Imc MSCBC- 1730- R1 -1/2" L 2" WATER SERVICE DETAIL
with LOCATED IN RIGHT -OF -WAY
1 -5/8" drilled hole for touchr-ead pit lid amd meter read lid
3e NDTFc*uplias (compr-essioN xFFIIPT) with 1 -112" Plus (MIPT), Ford C -14 -56 or amml BEHIND SIDEWALK
11 -4'R" , I?TFry *l&[v WAw Necessary adaptatioN or exteds-oN o - - - - --
per
1--1 Z211 & 2" WATER SERVICE DETAIL
NTS
FINAL NN / N DETAIL
W
3
O
TESTING DETAIL
4m R
w D.I. WATER LINE
W
Z
3
O
LINE
L-
TAPPING TEE (MIJXFL) VERTICAL CROSS(MJXFL) FOR POLYPIGGING AFTER AL CLEANING BY POLYPIG, PRESSURE TESTING
TAPPING GATE VALVE (FL XMJ) 1 -KI 10 FLANGE ON TOP WITH 2" TAP AND 2" PLUG AND DISINFECTION, REMOVE TEMPORAY BLOCK A BLOW -OFF
TEMPORARY PLUG (MJ) WITH 2 -INCH TAP 1-01,110 FLANGE ON BOTTOM AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) A D.I. SPOOLS
AND 2 -INCH BLOW -OFF ASSEMBLY 1- PLUG(MJ) WITH 2 0TAP A 2" BLOW -OFF FINAL CONNECTION BY CITY FORCES
CONCRETE BLOCKING TEMPORARY BLOCK
NOTES:
1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -
COATED STEEL.
2. NO SIZE ON SIZE TAPS ON CAST -MOH WATER LINES.
TAP SHALL BE Al LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN.
i. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET -TAP SHALL BE DONE ONLY BY CRY - APPROVED CONTRACTORS
IR IgMiL 11111 KAIM400 71*41141 SoM
ROLL 20� FR 185
FINISHED GRADE ELEVATION
3 FT MIN. COVER (10 -" DIAMETER AND UNDER)
4 FT MIN. COVER (12 -NCH DIAMETER AND OVER)
NEW WATER MAIN
POL YPIG
VERTICAL CROSS FOR POLYPIGGING STATION:
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
e
A �
f ^ •
• A NA
SIZE OF VERTICAL CROSS SHALL BE THE SAYE AS SIZE OF MAIN LIME
VERTICAL CROSS (MJ X FL)
ONE KIND FIANCE ON TOP OF CROSS WITH 2" TAP A 2" TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLFANNIG "POLY -PIG ")
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
VERTICAL CROSS DETAIL
NTS
311?71)2
FIRE HYDRANT SHALL BE COREY -TYPE EOUAL TO IOWA F -5118 OR
COMPRESSION TYPE SUCH AS GLOW MEDALLION: M A H 929,
MUELLER SUPER CENTURION 288. AND WATEROUS PACER WITH 6"
MECHANICAL JOINT INLET WITH LUGS. 5 -114" MAIN VALVE
OPENING. TWO 2 -112" HOSE CONNECTIONS NATIONAL STANDARD
THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS
WITH A STORZ ADAPTOR. 4.875" SEATTLE THREAD X S" STORZ,
ATTACHED WITH 1 /8" STAINLESS STEEL CABLE 1 -1/4" PENTAGON
OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS
OF PAINT. KELLY- /PRESERVATIVE PAINT No 5780 -563 DTM
ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER
CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE
DEPARTMENT FIRE HYDRANT EXTENSION TO BE USED IF REDUIRED
Ir
-18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT 15 ADJACENT
TO CURB
TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER
EOUAL TO OLYMPIC FOUNDRY CO STANDARD 8" TOP SECTIO
4.875" x 5 " STORZ WITH REGULAR BASE SECTION LENGTH TO FIT VALVE NUT
EXTENSION AS REOUIRED (SEE DWG BP46 / PAGE 8890)
MAX
4" MIND RAISED PAVEMENT MARKER TYPE 88
�— AB STIMSONITE TWO -WAY BLUE
f -
4
BUR Y N BLDCCKING
�--
MAIN LINE TEE WITH 6" FLANGE SIDE
6 "�ITITETVALVE (FL X MJ) AWWA 1-589. RESILIENT SEAT
6" DUCTILE IRON PIPE. CLASS 52 CEMENT LINED. LENGTH TO FIT
16" x B" x 4" 2 -3/4" [OR- TENSTEEL TIE RODS SEE STD DETAIL FOR TIE RODS
MINIMUM CONCRETE
BLOCK UNDER
HYDRANT -112 YARD WASHED DRAIN ROCK (3"TO 3/8 ")
MIN I' ABOVE BOOT FLANGE PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES
OF
GRAVEL
FIRE HYDRANT ASSEMBLY
LEVEL ALL
GROUND MIN 3'
ADIU5
ONE MAN ROCK
1
6
11U
1. Clio
I
• r
FIRE HYDRANT A55EMBLY DETAIL
70 2
RECOMMENDED
FOR APPROV L
BY S-0 BY
BY
4 MIN
'
I ?" MAX
_
x
L L W
>
IUm„
i I
s
II I
V
v�
9
_ n
PRIVATE PLUMBING
SHALL CONNFIT
HERE
2" BRA55 PLlri
(THREADED)
BY PASS NUT ALLOWC
FOR IRRIGA T JON
13 METERS
CRUSHED ROCK
BASE TO SUPPOPT
8 VAUL. T
[ALL
iy�.r r•w■ • i-�. r■- ..� ■ r ..n �� . w . ■w w,ru .w r ■s�. -ter -YAi iMAII ZUSM l C — A
DRILL I -S/B" 131A. A. HOLE / \
1. 2" tread tee oN irew water motor FOR TOEHREAD DEVICE
2 4" lore X 2" brass Nipple with threaded mmda (MIPT)
3. 2" resi1iamt seat valve with threaded cads, square oparatire mut awd valve Nut
exteasioN if
required (dve 19R41 /ease
4 Two Piece cast iroN valve box Stamdard 8" top section with regular base
sec t i oN. laasth to Fit. "lui ' type cover.
S. 2" brews bushire (MIPT x FIPT) 2 each 2" brass or be ze Nipples 6" leasth, TYPICAL RIB
threaded odds 2 each 2" -W brass or b-odze elbows (FIPT x FIPT) 2 -1/2" MIN. FROM DEAREST
G. 2" (MIPT) x comprasmiom fittire, Ford C84-M or equal. AND FRONT EDGE OF PIT LID
7. 2" soft copper tyre K or brass Nipples, lemoth to fit.
B 2" threaded brass 90' all
9. 2" Custoasettor with by -pass Ford VBH 86- 126 -11 -77 (17- 3/16 ") or McDodald brass
388715WDFF775, with Flaased
made ball valve mad Padlock wiNss om iNlat. amd amal■ check valve outlet, ball
valves ow breams
with Padlock wiNes. Customsettar shall have vertical iNlet amd outlet
18. Risid motor spreader- to be supplied amd installed iN motor setter by contractor
11. Water motor shall be supplied and installed by City of Ramtom Loom parmont of all
related water
"Star fee and satisfactory pressure aNd Purity tests
12. 17 "x38" equal to Mid - States Plastics, INc. BLF Series MSBCF 1738 -IB with 2" thick
Ductile
iron sayers Plata cover IB"x31" equal to Mid-States Plastics, INC M5C8C- 1738 -R
with
1 -S /8" drilled hole for touchroad Pit lid, add meter read lid
13. 2" couPlire (comwr•esaiod x FIPT) with 2" Plus (MIPT). Ford C -14 -66 or equal. The
Property
t1ATE�l � ISTEEME ,1� 4VIi1 W hNIARNM R @1MtllbqM gnG"10mj R• qt M11111 %TrW 1A1 r
sery ce.
1. 2" tapped tee od New water maim
2. 4" loNs X 2" brass Nlpple with threaded ■rods (MIPT)
3. 2" rsslliadt seat valve with threaded oafs, square oparatire Nut add valve Nut
exteasioN If
required (dws BR46 /ease ®c#)
4 Two piece cast irpN valve box. Staddard 8" top sectioN with resular base
sec t i iDN,
lomsth to fit, "lug" typo cover
S. 2" X 1 -112" hex brass bushia.s (MIPT x FIPT)
2 each 1 -1/2" brass or bromzs Nipples 6" lo"uth. threaded odds
2 each 1 -112"- 98' brass or bromze elbows (FIPT x FIPT)
S. 1 -1/2" (MIPT) x compressiod fittime. Ford C134 -66 or equal
7 1 -112" soft copper tree K or brows Nipples, lereth to fit
B. 1 -112" pack -Joist 98' ell. for Ford L44 -77 or equal
9 1 -1/2'• Customsattsr with by-pass Ford VBH 66 -128 x 13 -3/16" or McDnNald brass,
with
flamed
adsle ball valve aNd Padlock viNvs oN imlet, aNd emale check valve outlet, bell
valve m bypass
with Padlock wiNss. Customsetter shall have vertical imlat and outlet
18 Plaid meter spreader to be supplied aNd INStalled im meter setter by contractor
11 Water meter hall be supplied aNd idmtalled by City of RemtoN upod payment of all
related water meter fee amd satisfactory Pressure aped Purity tests
12 17 "x30" equal to Mid - States Plastics. INc BCF Series MSBCF 1736 -18 with 2" thick
llrrctilaram damord Plate cover 18"x31" equal to Mid- Statas Plastics, Imc MSCBC- 1730- R1 -1/2" L 2" WATER SERVICE DETAIL
with LOCATED IN RIGHT -OF -WAY
1 -5/8" drilled hole for touchr-ead pit lid amd meter read lid
3e NDTFc*uplias (compr-essioN xFFIIPT) with 1 -112" Plus (MIPT), Ford C -14 -56 or amml BEHIND SIDEWALK
11 -4'R" , I?TFry *l&[v WAw Necessary adaptatioN or exteds-oN o - - - - --
per
1--1 Z211 & 2" WATER SERVICE DETAIL
NTS
FINAL NN / N DETAIL
W
3
O
TESTING DETAIL
4m R
w D.I. WATER LINE
W
Z
3
O
LINE
L-
TAPPING TEE (MIJXFL) VERTICAL CROSS(MJXFL) FOR POLYPIGGING AFTER AL CLEANING BY POLYPIG, PRESSURE TESTING
TAPPING GATE VALVE (FL XMJ) 1 -KI 10 FLANGE ON TOP WITH 2" TAP AND 2" PLUG AND DISINFECTION, REMOVE TEMPORAY BLOCK A BLOW -OFF
TEMPORARY PLUG (MJ) WITH 2 -INCH TAP 1-01,110 FLANGE ON BOTTOM AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) A D.I. SPOOLS
AND 2 -INCH BLOW -OFF ASSEMBLY 1- PLUG(MJ) WITH 2 0TAP A 2" BLOW -OFF FINAL CONNECTION BY CITY FORCES
CONCRETE BLOCKING TEMPORARY BLOCK
NOTES:
1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -
COATED STEEL.
2. NO SIZE ON SIZE TAPS ON CAST -MOH WATER LINES.
TAP SHALL BE Al LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN.
i. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET -TAP SHALL BE DONE ONLY BY CRY - APPROVED CONTRACTORS
IR IgMiL 11111 KAIM400 71*41141 SoM
ROLL 20� FR 185
FINISHED GRADE ELEVATION
3 FT MIN. COVER (10 -" DIAMETER AND UNDER)
4 FT MIN. COVER (12 -NCH DIAMETER AND OVER)
NEW WATER MAIN
POL YPIG
VERTICAL CROSS FOR POLYPIGGING STATION:
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
e
A �
f ^ •
• A NA
SIZE OF VERTICAL CROSS SHALL BE THE SAYE AS SIZE OF MAIN LIME
VERTICAL CROSS (MJ X FL)
ONE KIND FIANCE ON TOP OF CROSS WITH 2" TAP A 2" TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLFANNIG "POLY -PIG ")
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
VERTICAL CROSS DETAIL
NTS
311?71)2
FIRE HYDRANT SHALL BE COREY -TYPE EOUAL TO IOWA F -5118 OR
COMPRESSION TYPE SUCH AS GLOW MEDALLION: M A H 929,
MUELLER SUPER CENTURION 288. AND WATEROUS PACER WITH 6"
MECHANICAL JOINT INLET WITH LUGS. 5 -114" MAIN VALVE
OPENING. TWO 2 -112" HOSE CONNECTIONS NATIONAL STANDARD
THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS
WITH A STORZ ADAPTOR. 4.875" SEATTLE THREAD X S" STORZ,
ATTACHED WITH 1 /8" STAINLESS STEEL CABLE 1 -1/4" PENTAGON
OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS
OF PAINT. KELLY- /PRESERVATIVE PAINT No 5780 -563 DTM
ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER
CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE
DEPARTMENT FIRE HYDRANT EXTENSION TO BE USED IF REDUIRED
Ir
-18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT 15 ADJACENT
TO CURB
TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER
EOUAL TO OLYMPIC FOUNDRY CO STANDARD 8" TOP SECTIO
4.875" x 5 " STORZ WITH REGULAR BASE SECTION LENGTH TO FIT VALVE NUT
EXTENSION AS REOUIRED (SEE DWG BP46 / PAGE 8890)
MAX
4" MIND RAISED PAVEMENT MARKER TYPE 88
�— AB STIMSONITE TWO -WAY BLUE
f -
4
BUR Y N BLDCCKING
�--
MAIN LINE TEE WITH 6" FLANGE SIDE
6 "�ITITETVALVE (FL X MJ) AWWA 1-589. RESILIENT SEAT
6" DUCTILE IRON PIPE. CLASS 52 CEMENT LINED. LENGTH TO FIT
16" x B" x 4" 2 -3/4" [OR- TENSTEEL TIE RODS SEE STD DETAIL FOR TIE RODS
MINIMUM CONCRETE
BLOCK UNDER
HYDRANT -112 YARD WASHED DRAIN ROCK (3"TO 3/8 ")
MIN I' ABOVE BOOT FLANGE PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES
OF
GRAVEL
FIRE HYDRANT ASSEMBLY
LEVEL ALL
GROUND MIN 3'
ADIU5
ONE MAN ROCK
1
6
11U
1. Clio
I
• r
FIRE HYDRANT A55EMBLY DETAIL
70 2
RECOMMENDED
FOR APPROV L
BY S-0 BY
BY