HomeMy WebLinkAboutS-332903F_
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FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION: M h H 929. MUELLER
SUPER CENTURION 200. AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5 -1/4" MAIN VALVE OPENING. TWO 2 -1/2'
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4' PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR.
4.875' SEATTLE THREAD X 5' STORZ, ATTACHED WAFT 1/8' STAINLESS
STEEL CABLE. 1 -1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TO
Be PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATIVE
PAINT No. 5780 -563 DIM 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 REQUIRED.
18' TO 20' BEHIND BACK OF
CURB OR 12' BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD e" TOP SECTION
4.875' x 5' STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT
EXTENSION AS REWIRED (SEE DWG BR46 / PAGE 8090).
MAX RAISED PAVEMENT MARKER TYPE 88
MIN 2" q8 SHMSONITE TWO -WAY BLUE.
42' MIN CONCRETE BLOCKING
MAIN LINE TEE WITH 6' FLANGE SIDE OUTLET.
6' GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO ITT
16' z B. 4 2 -3/4' COR- TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
MININUM CONCRETE
BLOCK UNDER
HYDRANT -1/2 YARD WASHED DRAIN ROCK (YTO 3/8') MIN.
1' ABOVE BOOT FLANGE. PUCE 8 MIL POLYETH
YLENE FILM AROUND TOP AND SIDES OF GRAVEL
FIRE HYDRANT ASSEMBLY
-LEVEL ALL GROUND
MIN 3' RADIUS
i
L4875'x
Q6
CUT
HYDRANT LOCATION IN CUT OR FILL
LEVEL ALL GROUND
MIN 3' RADIUS
ONE MAN ROCK Fl
i
6� FILL
FIRE HYDRANT ASSEMBLY DETATI,
ti Y p ADOPTED
LTTY Or REMN
♦
NNNN���- STANDARD PIANB
N O IaT DATR: 04/04
DATE REVISION BY APPR DWG. NAME: 8102 SP PAGE: 8102
�ROPERTY LINE
Z
Z
b FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
n ? 2 "x 4" STUD SERVICE MARKER PAINT
TEE WITH 6" SIDE OUTLET UPPER PORTION WHITE ANS STENCIL ON
SIDE WORDING "SEWER' WITH 3" HIGH
BLACK LETTERS. AND 116 WARE WRAPPED
o AROUND THE STUD AND EXTENDED TO THE
a TOP OF THE STUD.
6" SIDE SEWER AND R 6 DIN - SEWER
CMAIN " ALLOWABLE MAX.
R CAST IRON PIPE
DUCTILE IRON PIPE.
JA
1:3:5 MIX CONCRETE BLOCKING MIN SLOPE
HORIZONTAL
L $EWER MAIN
6" MIN.
ON R B O KIN AN E TYPICAL SIDE SEWER ELEVATION
OF TEE _T MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEVER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
ADOPTED
DITT or IL m
♦
BT CAT 9
ENAN
tar CATS: o4 /a4
DWG. NAME: 8078 SP PAGE: BO
PROPERTY LINE
SS PRESSURE LINE
CAP
" SS C.G.
6" SIDE SEWER AND BUILDING SEWER
rr
a.
O
2% MIN SLOPE 2" SS PRESSURE LINE
SEWER MAIN
TYPICAL SIDE SEWER ELEVATION
2" PRESSURE LINE CONNECTION
SCALE N.T.S.
4" BEND AS REWIRED (NO MORE ///���''' ALL 90' RIRNS SMALL BE
THAN 45' BEND). EVERY 2ND 4" (XEANWT WYE WITH / 1 OF A Wl A D 015 MEANS
CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. / I IW A W1£ AND SH BEHO.
WILL REWIRE A SURFACE i i TYN 45' BENDS SMALL NOT
CIFANWTWYE BE ACCEPTABLE
C 6
� 8 8
HOUSE HOUSE HOUSE HOUSE
3 0" MIN.
I 4" SEINER PIPE
_ 4 °SURFACE � (TYPICAL) 4•,.SEWER PIPE. SEE NO IEH 2 AND 3.
CLEAN 4" TEST TEE WiTU MINIMUM UNE. SIZE FOR OTHER THAN
'' PLUG FACE UP SINGLE FAMILY IS 6"
4" CLEAN WT (TYPICAL)
PROPERTY UNE WYE WITH PLUG PROPERTY UNE
e' MIN. B "x 4" REDUCER L
(TYPICAL)
8 MAIN SEWER LINE
TYPI['AL BUILDING SEWER INSTALLATION PLAN
IF THE BUILDING SEWER SERVE ANY FIXTURE HAVING
et 3 FLOW LEVEL AIMS LOCATED BELOW THE ELEVATION OF
C THE NEM UP6IHEAM MANHpE COYER OF THE PUBLIC
SEYhIt SY57FM, A BACKFLOW PREVIITDON DEVICE SUCH
u AB QEAN CHEp( EXTENDABLE BACNWAIER VALVE OR
fN. 9 APPROVED EQUAL SHALL BE INSTALLED.
St
4" CALDER OWPUNG
OR EQUAL M FIT a
9 SURFACE CEMOUT
4 "x 4••x4" WYE
4" PIPING
PLAR
BUIU INN DRAM =1K
FOR LOW HOUSE
NOTES:
pPrl«.io bMmean m a , xex� mnMlen. o tlM -wr pmmll m,.l N
„a,wa ti«x a. alr R a Erb„ rmxe w.,a o.zm6"mL
nr eBw p wnlm Wa "«webn."��.m,••z.+.I. wix.e by Wes»
mmui :Bx�, MM a urtl m I.BI.
.A eW2xePeb ooner t M(Imm,I�FM. M•'«'mr,« mwt Vml O.e. b tln
atY mA Mm cm Yu,a e• Pox a ” «"b a 1x
4. F« Inx,wlbx er Mb xx «: om z4 nw. W ea.«m.. bysum�
nm„nr b en tln .Mx xxxm pmmll Stte mwl M neeY N YapMlmMr
MMI a 1�tM o« a as Ly xpwxAeeMen• Man u..«"mxux, a a.. Inxa oe "eY
n«AId ue anm ,mM ww =a b alp nr u. Mvsb'. r*a wwma r n. omY.e
en« u..mlMZ w lvr na w.. Px"re4 e,7 a,a f•m x1a .a,e
0. MMdI Mb xx.r .lu x bMUn xor. lr x«.rr b mntl a In. nu,. N
w6.1 M .naox.
e. a Ma. »... tin xee aam. Th. e.x« em bx le,Pex.•I• a a
WMalm The xexr MM M e mFY,un a e'.b Mxa W b rot admb.
unNm "M lAU xbHe N Dv,b ,x,m ee,x,rW „� Lib r.w. bb aM111Yq
m�""«m. na,e nMNn..e wxa.0 a Pp
e•.a n.a aer rC.
aMM etrrl ,pl,Y -eF.vy Mm b dm• nY o IbnW uM EaMM ,mhveY«.
.«x .nm a e=eexNM,m b e:e,4mm .u, n,. wd,E,Nm �� 6aHr
mx NMU AeL (N19M)
13'x24' PLASTIC METER BOX EQUAL TO MID - STATES PLASTIC.
INC. OCT SERIES MSBCF 1324 -18 WITH 1.75' THICK DUCTILE
RON DIAMOND PLATE COVER EQUAL TO MID - STATES PLASTICS.
INC. MSCCC- 1324 -R WITH READER UD AND 1 -5/8' DRILLED
HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9' MIN
12' MAX
FINISH GRADE
36' MIN COVER
/2'
NEW DUCTLE
ROM /WAIERMAIN
/ SLOOP DOWN CENTERLINE /
OF WATER MAIN TO L
PROVIDE SLACK IN COPPER
w IN UNIMPROVED RIGHT OF w
WAY INSTALL METER BOX AT
PROPERTY UNE PATH 12'
LONG COPPER TAILPIECE.
a SIDEWALK
MUELLER: 3/4 -B- 2470 -2 W1
METER BE 12•
SUPPLIED D BY THE -
CITY TYPE 'K" SOFT
/ COPPER TUBING
(CC). QUICK JOINT McDONALD BRASS: 21- 415YriNJ41, ,m : r - +,rte
(3/4' FIWO -3-G) OR AY MCDONALD 47010 BOTH INLET AND OUTLET WITH PACK JOINT WIN GRIPPER.
(1' F10W -4-G) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK
VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH
QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH. SIDES OF METER BOX.
A— A DRILL 1 -5/8' CIA, HOLE FOR AMR
(AUTOMATIC METER READ) TOUCHREAD DEVICE
L 2 -1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT DD
TYPICAL NOTE:
RIB
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS. THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
3/4" & I- WATER'. SERVICE
ADOPTED
GOT or RnTTOx
♦♦
w DA PIING
ISIT
J IaT 11AM TC 04/04
2. DATE REVISION BY PR DWG. NAME: B106 ' SP PAGE: 8106
C
TESTING. DETAIL
3d R
I.� 0 NEW D.I. WATER LINE
TAPPING TEE (NJxFL) VERTICAL CROSS(MJxFU FOR POLYPIGGING
TAPPING GATE VALVE (FL XMJ) I -BLIND FLANGE ON TOP WITH 2' TAP AND 2' PLUG
TEMPORARY. PLUG (NJ) WITH 2 -INCH TAP I -BLIND FLANGE ON BOTTOM -
AND 2 -INCH BLOW -OFF ASSEMBLY I-PLUGMJ) WITH 2'TAP 6 2' BLOW -OFF
CONCRETE BLOCKING TEMPORARY BLOCK
.-4" PIPING
�4 "x 4 "z 4" TEST TEE
FACE UP AND PLUGGED g.
�4' NIPPLE
-8 "x 1, REDUCER j
-6" ODJPUNG TO FIT END 6" PIPE _
`REMOVE 2"x4" STUD AMID CAP OR PLUG FINAL CONNECTION DETAIL
ON END OR EXISTING 6" SEWER PIPE AND
'.INSTALL BUILDING SEMEN COUPUNGS,'
REDUCER, TEES, AND BENDS AS REWIRED.
=— SEE SIDE SEWER DETAIL DWG BR39..
'SP PAGE 8078
-8" PIPING TO 6' -0"
.BEYOND PROPERLY LINE CHECKED FOR COMPLIANCE
-6" SIDE 5 SE LEE I 0NEV DI. WATER LINE
SEE NOTE a SENER MAIN TO CITY STANDARDS�'p
I SSEWER Date
r�MLnnW
Date
.AFTER ALL CLEANING BY E TEE 6, PRESSURE TESTING
AND DISINFECTION, REMOVE TENPDRSY BLOCK 6 BLOWT OFF Date
CALL FOR LOCATIONS BEFORE YOU DIG - AND cIB1NECriD va.vE WITH n.l. SLEEVE MD 6 n[, SPOOL S
48HR LOCATORS 1- 800- 424 -5555 FINRL.CONNECTIDN BY CITY FORCES
9 �alxlrj
-
a uz. . m A mn m ewi.E ,eeab., z ., .e�rt .l. w� 6. umxeA n w I,M: ..b lMa b .a.0 .m �. . .« .+R. � ,xW . ^1,,en.M e , b Pb eam elx� : W ,z mq .W ,o-, , °m a R- °a.".m c ° ` m ° B « ` -"mz" i „"a °m " • b TYPICAL BUILDING SEWER
-
SIDE SEWER (PROPERTY LINE)
WATER CONNECTION DETAIL
TO BUILDING CONNECTION '
; q
mWecaa (533) �Y
INSTALLATION PLAN WET -TAP EXISTING WATER MAIN.. [�
Y
a bel ne,mm .R..uv, e.l� ADOPTED O 26190 •'tY
vWay ab «.�. m,e m our u010a ♦ ®♦ CTTY of PRISON ♦ ®♦ CITY OF R1TN70N 'T4til>fST
"M BlANDARD PLANS JGMAL 1 �'
IgPDAA E P p4 Me .I I3l DATE: 04/04
03 DS East notes D 'OH DWG. NAME: B082 SP - PAGE: 8082 E7�IILFS B /1D /o7
DATE REVISION Br PR DATE REVISION pR DWG. NAME: 8115 SP PAGE:
011E
slxWtYm SPEC vmlcu: xWD , <
Taylor EIKO SHORT PLAT 05/25/06
„61maNaM NAO ,In3°°pas,
PERMIT vmr 18/2/06 °" NT Engineering ENGINEERING REVIEW
•nuucNTC WAIT 7/17/06 orAIUe RP __ Consultants
REVISION