HomeMy WebLinkAboutR-382313IS7
Yx24" PLASTIC mETFER-, BOX EQUAL To MID—— "A,l-ES PLASTIC,
INC. BCF SERIES xC 1-324-18 WITH 11,75" THICK Di,,ICTILE CITY PIRIVA-IFE
IRON DAMOND PL(kTF. 'COVER EQUAL TO MID --STATES PLASTICS,
INC, MSCEIC-132,1 R WITH READER Lr;D AND 21" DRILLED HOLE PIPING P'P;NG
FCR TOlUCHREAD I LiF,, (SEE DETAIL A -A) - ------
z
1 'uNIMPROVED RIGHT OF
WAY iNSTALL MIETER EIOX A T
PROPERTY LINE WITH, 12"
L( - N CCDPPER -TAILPIECE,
9 tAi I N a_ CL
SIDE`&AI_k', 01
12" MAX
FINISH GR
ADE -- y-. ------- -------- ------- T ---------- --------- - ---------------- - ------------------ ------------------- -- ........... . ... ------
---------------
--------------_ .... . .......................... ........... . ..
WATER
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L
> lM E, TE R 0 BE,'jx
Z 0 12" Z_ x
SUPPLED BY THE < a;
76" M'N,' e_,Fi,/ER 'V _72 Ld
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TYPE "K" SOFT CD 0
. . . ...............
le"OPPER TUBING
22-1 -- -------
_4
---- ------------------
NPW DulT 11_1 -
(?0N
N
WATERVIAIN
I F . L;ER`v`ICE ILINEE TO t -OUSE iS
TO BE i'N THE FUTUR`E
INSTAU, "F-C)IRD C,143OR 44 wlPTI
x C.OtAPRESSION COUPLING -----------------
TERUNIE
_00i'p DOWN TO CEN; U
MAIN 'I T -)
ROVIDESLACK IN COPPER COPPERR'SE1 ITER FOR 5/8,"xll_'/4" METER_ FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS., 21-215WCO033, OR
MUEIL-'�P: 3/4-8-2470--2 1001-1-1 ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTILET
C WITH BAD- VALVE, FORD COPPERSE-JER FOR 1" METER� FORD, VBH72--151N-44---441G, OR
ORPC
OPA_TkN TOP
TAPER ED 114�F,4,D `CC`� QUICK
11 L. 11 ) JOIN McDONALD BRASS: 21 -415WCQQ44, OR lvlUELLER: 1 ---B---2470 - 2
(3/4" FBIC_30) OR AY MCDONAID 47018 BOTH INLET AND OUTLE1,'" WITH QUiCK JOINT. PADLOCK WINGS ON
(1" FB1000 x; Q) OR AY MCDONALD 4701P INE EET ANGLE BALL. VALVE AND SINGLE CHE'11'K VALVE ON OUTLET,
ALL FITT",NGS SHALL BE WITH 'QUICK JOIN -l",
N () I -E,
AU. METER L40XES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALI_ RE
CA.',:J-IRON 'EQUAL TO OLYMPIC FOUNDARY. EXPANSION JK)IN Fs MUSH BE INSTALLED C)N
BOTH SIDES OF METER BOX.
A
tit fir_---- - ------ DEC L 2" 'Dik (;OLE FOR. AMR (ALJOMATCl
✓
- ----- 2 --'1 /2 M�N� FROM NEAREST
AND FRONT EDGE COF PIT LiD
-------------- -- ---------- ------- ----
TYPICAI_ I
R
"3 /4„ 0 R 1 "
GALVANIZED
PLUG
i
N,�C_) I E
r' Cfl-_'Nlli,)F THE HOLE millUST BE AT !_EAST 1" FROM
UNDFRINEAl' RIOS Ni ESS THE RIB SPACING Ai LOWS THE
N U
'IT 7-C AGAINST THE OPEN SIDE OF MORE THAN
C) N E RIB.
y 3/
4" AND 1 WATER SERVICE i SM. PLAN 320.1
.3 w 0
-------------------- - - --------- -------------- ------------------------ - -- -- -----
+
m
20C -,M'
NW 1/4. NW 1/4. SEC. 20v TWP.23 N.. RGE. 5 E.. W.M.
� N S
1, IDE HOUSE
I"RE;`ERRED CONFIGURATION
9
/T
4 2
FLOW
..... . ....
ADJACENT TO WATER METER
PROPFR.IY L�NE S A vpu U "S, 7
FILL
-- --------
24!' M, I N
6"
FROMG,R'AIVEr�_
6
WATER TY
L.
PASTER'
FLOW
- ------------------ ------ — ---------------- ---- - -,__- - ----- - - ------------------------------- ------------------------------ -------------- - ---- - --------- FUNCTON
.
�
# AM1 fff FUNC71 O
ON � A PRESSURE REDUCING VALVE I'S' TO REDUCE
IT F CE
........ . . . ........ ....... ...... ....... .. . ......... --------------- HiGH-WAIC�.R FRiSSURE'S IN THE, SERVICE CONNECTION TO AN
1 9n* GALVANIZED STE'Ell- ELBOW /4- EA, A"CCEPTABLE RANGE OE55 TO 75 PSI ir,,ISTALLA_liON OF A
2 3/4" PA f<: JOINT COUPLING W"MALE IRON PIPE 2 EA, P RESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE
CONNECTION PRESSURE EXCEEDS 80 POUNDS PEP SQUARE lNCH
THREAD FOR COPPER PIPE SERVICE: FORD C84-33 CP, IN ACCORDANCE TO THE i..)NIFOPM PI.UMBiNG CODE.
ECle'UIVAILENT FOR 'GALVANIZED PIPE SERVICEFORD C85-:33
OR EQUIVAIL-ENT !NiSTALLAION
_K PRESSURE RFDjU:'CIN(_,' VALVE W/ST-HAINER --- 3/4 1 EA, THE PRESSURE REDUCING VALVE- SHALL BE LOCATEID (-',N
OUPLINGS AT iNLET
WITH UNION Ck ; AND OUTLET, THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE
'WILKINS 600 SERIES OR EQUAL (Al,7H lNTERNAL BYPASS METER BOX, RESPONSIBILITY FOR PROPER iNSTALLAPON,
OPERATION, AND MAINTENANCE OF THE "VALVE SHALL BE
ANED STRAINER) ASSUMED BY THE CUSTOMER. THREE POSSIBLE
CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE
4 1 EA,
3/4" CLOSE UNION -- BRASS "M X SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING
_5 3/4" BRASS vAILVE VARIABLE
FEE NAIT IS RE( UIRED PRCOR TO 11"45TALLATION
6 1 12" STANDARD METER BOX /SOLID: COVER 1 EA,
CONCRETE: 117 1/4 X 18 5/8 INSIDE. DIMENSIONS, ECAAL TO
FOG7-ITE METER SEA� CO. +2 PLASTIC: 1,� X 24 Z INSIDE
1 4
DIMENSIONS, -QUAL TO BROOKS METER BOX
VARIABLE
3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS
REQUIRED
a 3/4" X ,/4" X .3/4" 'STD_ BRASSE TEF 1 EA,
9 1/4" PETCOC'K (M X 1 Ek
10 3/4- FTRASS NIPPLE VARIABLE
340.5
STD. PIAN
,V� (J: 3 11('11 �6 & 1" INDIVIDUAL PRESSURE REDUCING
+ 4 ---------------- - -------- I --- -- -- --------
VALVE ASSEMBLY
x
A
---------- ---------
N
4:5
4 BE N D 22-1/2- BE N 1.)
.. .. .. ......
..............
+9 G, B D,
TEE
- - - -- - - - - ----- ----------- -- - -- --- - --------------..... - ---- - - ------------------------------------ - - .... ...... .... ... ............. . .............. ..... . . . .. . ........................ . .... . . - ------ ------- -- ---- -- - --------------------------------------------- -------------------
,I T B L j -OR -A' -OWNWARD VE TC
HRUSI_ I CDCK 9EARIf`-4G APEA IN S`UARE FEE'[ ""SEE NOTES" F , HORiZON1 L AND JH BENE
COMPACT SAND COMPACT SAND & RAVEL
FIRM SlLfY
...................... ------------ - . . ...... ........ .......... -------- -------- ----------- --------- 1- ------------- --------
9 0 45* BEND 111 1 �l
1/4* i 9 0' 4-5' BEND 0", 45' BEND
1; T TIN G; BEND' TEE ICAP OR PLUG & 22 -1 BEND TEE CAP OR PLUG & 22 1/' !BEND TEE i4AP OR PLUG & 22 1/2'
BEND B E,,,4 D I BENI—!
I— V
- — — --------- - - ---- - --- 4,_� ----------- ---- - -- — -- - - - -------- ------
2,9 2,';
c, . . .. .... I I
_4 4" - -- ------- - --------- ------- ___-
7 4�7 1.9 3. r;
2- 5�0 1 3.5 i
14
3 - 35 11 b. -, I _7 I,, - 7 !1,[ -7 84 8,4 1 88 1 6�3 6,3 2.5
ca—_F53 _01, 37,51
'I 2� T 15 TJ -5 18.8 18,8 7�_ 4,0 11 4-. 0 1
--------------- --------------- 126 - -------- - . ......... ..... ----------_-------------- _ . ....... ... . .......... . ---------- -------------------- ----- --
e e -1 ss
AREAS CALCULATED ON 300� PSE TEST PRESSURE .3 -0" DOVER FOR WATE. MAIN LESS THAN 12',
4 -O` MIN, COVER ',-OF WATERMAINI 12" OF GREATER,
MAX. l-lllEI(-,HT li-IRUST BLOCK Wil -.-- 0,5 x DEPIHTPFNl'I-,,.
MIN, HE 3,.I, "-)F' PHRUT BLOCK OD- PIP n�
iRUSI BLOCK ME,
REA REFERS TO -
6,CE OF BLOCK W
IN SQUARE FEET
...........
1, LOGA(iON AND SIZE OF BLOCXNG FOR PIPE. LARIGEF THAN ANE --)R SDIL
AN SHOVINJ 'SHALI
DIFFERENT THAN BE DETERMINED .3� -HE ENIOINEEP.
2, !',LL BLOCKING SHALL BE PG;11:PiDD IN PLAC"F AGAINST UNMS�. UR�4 D 3R,:),,jN5,
3. ALL. POORED THRLJS)T BLOCKS SHAiJ.. BE BACKFIL4..IEED AFTER MiN. ' DA. PRCSSjr
eF T--sr.,NG
aIALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRIS�IvE
4, ALL BLlDCKfI'4G, SH,k BE CONCRETE CL 5 (1
5, BLOCKING AGAIN FI-TiNG'S SHALL BEAR AGXNST THE GREATP__,� -IN"-'- AREA
F . I I ENDS, K)IN! `�
_�kj'T SiA
ill NOT COVER OF'. EINCLOSE B-D.IF
.
REASONABLE AC'CE` S TO BOLT -i AND GLAND; SHALL BE PROVIDED.
CONCRETE BLOCKING FOR STD. PLAN — 330.2
4n. 0
- HORIZONTAL AND DOWNWARD ------------ ----------- ---- ------- ------- -------------------------
VERTICAL BENDS
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F-:51110 OR
-TYPE SSUCFA AS CLOW IMEDALLION, M & i 929, MUELLER
SIJPE_R CENTURION 200, AND WA'rE__ROUS PACER WITH 6" MECHAN!",AL
iOIN T !NLF'-' WIT'UCS. 5-1/4" MAIN VALVE OPENING. TWO 2---112.
HOSE CONNECTIONS 'NATIONAL STANDARD THREADS. 4" PUMPER
CONNECT ON CITY OF SEA-ITLE WITH A Y>TORZ ADAPTOR,
875" SEATTLE THREAD X 5" STORZ, ATTACHEE) WITH 11/8" STAINLESS
II
-,':F-.i C ABi_E, 1-1/4P� F_:N_AG'()N OPERATING NUT, FIRE HYDRANT 70
S1 "
BE' PA'!NTED WITH TWO COATS OF PAINT, KEi LY-MOORE/1-PRESERVATIVE
PAINT No. 5780--563 DTM ACRYLIC GLOSS, SAFETY YELi_,OW OR
APPROVED EQUAL. PUMPER 'CONNECTION TO FACE ROAD WAY OR AS
DIRECTED BY PENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BF USED IF REQUIRED.
J_
CONCRETE
THRUST BILOCK
16" x 8" x 4" MININU'M
CONC'RETi7 ElEARING
BLOICK UNDEPN' HYDRANT
M;I,�, 18" TO 20" BEHIND BACK OF
CURB OR 112" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
-------- 1.875" x 5 11 S, TOP, Z
5'x5'x6" T..ICK CONCRETE PAD AROUND
HYDRANT, FINISH TO MATCH, SIDEWALK,
E
-.XPANSION JC TINT AT
BACK OF SIDEWALK
-CONCRETE SIDEWALK
100( OR PLANIING STRIP
36" MIN
COVER
1 Wr
)-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION I�VJTH REGULAR BASE.
SECTION LENGTH. TO FIT'. VALVE NUT EXTENSION
AS REQUIRED,
RAISED PAVEMENT MARKER TYPE 88__-A
ISTIMSONITE TWO-WAY BLUE REFLECTIVE
CC NC_'RETE BLOCKING
MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" CATE VALVE (I'L X MJ ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LEN`TH TO FI'T
2-3/4" COR -TEN STEEL. TIE RODS,
12 YARD OF 1-1 /4" WASHED DRAIN ROCK
V ABOVE BOOT FLANGE, PLACE 8 MIL
POLYETHYLENE FILM AROijND TOP AND SIDES OF
GRAVEL.
F_
r-) 1 "e", �E H Y(ILD, M A-1, \43
T EMBLY
LEVEL ALL GROUND
KlIN S RADIUS,
ONE MAN ROCK--,,,
7,
AD L F,,, CO N C P E TE P A D
J
c
L RLL
-------- - --------
H U T ` p F
i u 1 ON N L
-------------- ------- --------------- ------------ --- - - — -- - ----- — ------
STD. PIAN 310.1
FIRE HYDRANT ASSEMBLY
�A
3823 13
IN COMPLIANCE WITH C17Y OF RENTON
STANDARDS
B Y.-%400" DATE:
- �w (� ��0
B Y.- DATE:
BY: DATE:
B Y.- DATE:
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