HomeMy WebLinkAboutW-3823021 Yx24" PLASTiC ',AEI_E7R BOX EQUAL TO IMID- STATES PLAST'C',
INC, BCF SERIES 1-724-113 WITH 1,75" THICK DUCTILE
IR CITI PRIVATE
ON D'AMOND PLATE C"OVER EQUAL. TO MID-STATES PLASTICS,
PIPING P�P�NG
INC, MSCBC--1,521 READER 0 AND 2" DRILLED HOLE.
I W11, I
FOR TOUCHREAD I I,) (SEE .DETAIL.. A-A)
iN UNIMF`RruVE'- RIGHT OF
'WAY IN' TALL METER BOX AT
PROPEIRTY I-INE WITH 12
LONG COPPER TAILPIECE,
uj
0
9" M
I N
1 SIDEWALk',
MAX
-------- FINISH GRADE - - - -- ------- -------- - --------- - ----------
........... --------
g
X
z
_4t, TC'CICHREAD WATIER'
LJ 0 BE
>
Y
J - - - - - - - - - - - - - - - - - - - - - -
METER
12"
SUPPLF�D BY THE
36 mil"', C(o/ER C TY
TYPE "K" SOFT
COPPER TUBING
22-112'
^� 7
NE,W DLICTILE
IRON
WAiFFMAIN
IF SERVICE LINE R) HOU SE IS
T
11 � L/ � I
BE INSTALLEE' IN THE FUTURE tORC� C1433 OR 44 FIRT,
INSTAIJ
-IRESSION COUPLING ------------------
_3
-C,)O,'-' DOWN TO CENTERUiNE
WATER MAIN TO
SLACK IN COPPER
PTER FOR 5/8"x3Z4 TE�
CORPERSE ME " FORD
EIERVICE LINE TO METEF,
VBH72-15W-44-33G, OR McDONAILD BRASS: 21-215WC0033, O..'R
_7
MUE1 _��P: 3/4--B- 2470-2 W; TIH ANGILE BALL VALVE ON INL T AND
'F-CHECK VALVE ON OUTLFT
SINGIL
1-11JRPORATI' f "'-:TOP WITH BALL VALVE. FORD COPPERSE-TER FOR 'I" METER� FORD' VBH72--15W--44--44G, OR
APEREF", AID ((-C), QUICK JOIN T
McDONAI - D BRAS�-,: 21-415WCQQ44, OR MUEILER� 1-B-24702
(".3/4" OF, AY MCDONA'� D 4701B BOTH INLET AND OU TLC -T WITH QUICK JOi NT. PADLOCK WINGS ON
(1" FBIO00- OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND, SINGLE CHECCK VALVE ON OUTLET.
I i '
ALL F171INGS SHALL BE WITH 0L)ICK J(DINII.
NOT- E:
AI i METER BOXES INSTALLED WITHIN CONCRETE OR PAVED 17IRIVEWAYS SHALL BE
CAST—IRON EQUAL TO OLYMPIC' FOUNDARY. EXPANSION JOINTS MUSH BE INSTAL LED ON
BOTH SIDES OF METER BOX.
A
rA
DRILL 2" DIA. !---';OLE FOR AIMR (AUTOMATIC
-- ------- MEIER READ) TOUCHREAD DEVICE
AREST
2... 112" WI,4L FROM NE
AND FRODNT EDGE OF PIT LI'D
A--
............. ... J.
TYPI A ,
N 0 T E
3 4 C), R 1
GALVANIZED
P LAJ G
z x
CD
IFHE C,`r'_'NTF__R )v T IF HOLIE MoUiST BE AT LEAST 1" FROM
t L- �
JNr 4
..�FRNEA'D,� F?16S UNi ESS TFE RIB SPACING ALLOWS THE
NIUJ_i_C. Ti%`2'H`FN AGAINST 'THE OPEN SIDE OFA MORE THAN
ONE RIB,
3�
wo "AND 1 "WATER SERVICE SM. PLAN 320.1
+1 + ------- - --------- -- ------- ------------------------
4T
I E
NW 1/4. NW Z/4. SEC.20, TWP.23 X., RGE. 5 Ev W.M.
T
D E] A L
WAl-ER __.J1NE,,\
VE[ _FICAL (1`,A_IxF F_()F,` POL`,(PIGGING
ON TOP WITH ek 2"P[
_BI__1ND F I.ANC�.'
0, N T-1-
B i I N D FLA N G E B1, CAP
W/2"TAP 2 x5 BLOW ---- OFF
TFMP. BLOCK
C't NNE('__1`0N DETAII
NEW WA-IFER N E_
EXI'S�'f. WAJER�
- - - - ---------- j
AFTER AI.J.- B)/ PO1_._YF'1G AI-111D GIB IN1_E(_,_TiON,
RE ._IV1)VE -EMP, 1K.0 J'.K OF
N N E-C
0' EL X" I S"' F I N 0 WA_I_El_, LliF,,11'_ M*Tki S1L["F'VF__ (J/I)
AND D. 1. S POOLS
r"T I By �-ffy
FINAL �.ONNEI� ON 1", 1
'Q STD. PLAN 300.5
�_i 3- (1 'N r11 CONNECTION TO WATER MAIN
+ +
EXISTING TEE OR END LINE CAP
\111A C 2,010
NSIDE HOUSE
PREFERRiED CONFIGURADON
- - ---------
19 5
"(2
FLOW
-- ---- - - - -------------------------------------------
ADJACENT TO WATER METER
PROPFRIY LINE
S A WD U; S T
FILL
7
FROM
WA, -fER 16"
METER
2
--------------- - -------
OU'TSID" FOUNDATIO�,,J
----------- ----------- -- — -----------------
P
34 _R mli
Pal-
24"
------
FLOW
--- ------
"NEL HR",VICE (544" HCOWN)
FOR 3//!L AND j V,
#
IT E M1
AM1
--- -----
1
- -------------- .............
9n* GAi-VANIZIED ST El ELBOW
-------
4 EA,
2
3/4" PACKING JCIINT COUPLING W/MALE IRON PIPE
'F✓OR
'EA_
0
THREAD COPPER PIPE SERVICE: FORD C84-33 OR
m
EQUIVALENT FOR GALVANIZED PIPE SERVICE: FORD C8,)—
co
OR EQUIVALF�'NT
<
C14
PRESSUREF REDUCING VAI VF W/STPAINFR --- 3/4"
1 EA"
'02
m
c
L_�7
WITH UNION CO UPLINGS AT IN AND OUTLET,
I
CN
WILKINS 600 SERIES OR I-E.QUAL (W -I INTERNAL BYPASS
Q
•
AND STRAINE R"
�
3/4" CLOSE UNION -- E3PASS (M X F)
I EA,
(D
BRASS VALVE
VARIABLE
i3/4"
6
12" STANDARD PEE ER BOX W/SOLID GOVEF"
1 Ek
"'ON CRE TE: 1 /4 X 28 5/8 INSIDE DI MEN SSIONS, EQLJAL TO
Ljj
FOG METER SEA G-0, +2 PLASTIC: 13 X 24 141 INSI E
DIMENSIONS, EQUAL TO BROOKS METER BOX
7
-7
3%4 GALVANI�ED SIEEL PIPE, fl-11REAU'ED, LENGTH AS
VARIABLE
R E,'.)j I RED
0
F 314" X 1/4" X -3/4" 'STD, BRASS
9 11/4" PETCOC'K (M X r FA.
10 3/4" BRASS NIPPLE VARIABI E
--------------- -- --
FLO'0V
[�1N!01QN
THE FUNCTION O A PRESSURE REDUCING VALVE IS TO REDUCE
HiGH-WA^I`ER PRE SSURES IN THE - SERVICE CONNECTION TO AN
A, N'GE OF TO L-75 IISJ iNSTALLA-1"
AC RA 3 ION OF A
PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE
CONNEC1ION PRESSURE EXCEEDS 80 POUNDS PER 'SQUARE INCH
IN ACCC)RDANCE TO THE UNIFORM PLUMBING CODE,
ALI ATION
INST
THE PRESSURE REDIUICING VA12vIE. SHALL BE LOCATED ON
THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE
ME-fER BOX, RESPONSIBILITY FOR PROPER iNSTALLATKO)N,
OPERA110N, AND MAINTENANCE OF THE "VALVE SHALL BE
ASSUMED BY THE CUSTOMER. THREE POSSIBLE
C CCINFIGURAT IONS FOR INSTALLATION OF THE VALVE ARE
SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING
PERMIT IS REQUIRED PRIOR TO 11JSTALLATION
STD. PLAN 340.5
'_'I I
41, 4'�" & 1" INDIVIDUAL PRESSURE REDUCING
')
+ + --- ---- - - --- ------- ---- ------ -- ------------
VALVIZ_ ASSEMBLY
1 1/4' 13,11E N D
2' BENI)
At
-------
T-
I<
AJ9 0, B E _D
TE�E_
----------------- - - -- ------------------------------------------------------------------- ------------------------- -- --- ----------------------------------------------- ---- ----------------- -- ------------------ --- ----- -------------
BI OCK BEAR;NS AREA IN SOUARE FEET (S-EE NOTES) "FOR HCRIZO IIAL A.ID DOWNWARD VEPTICA BENDS
FIRM SdI T OR
1U L. - COMPACT SAND COMPACT _SA WD SRAVEL
FIRM SILlY SAND' I I
--------------- ........ ...... -------- ......... . -------------- �
90, 45' PEND /4* 90 4-5' BEND 1 /4 45' BEND
TEE CAP 0' R ;,,AP OR PLUG
T`Tis' G BEND; R PLUG lk
1, 22 1 BEN D TEE CAP OR PLUG 1& 22 11/2 BEND TEE 221 12'
B
EN'D SEND BENC
---- --- - --- - ---------- — - ---- — - ------ I -_
I 1�0
! q
L2 -------
4" 4�2 1 4.2 2A 2,
3,8
v) 9�4 6.7 4.7 1.9 5.0 3.5 1L4
113 4,7
All 8,4 &3
213 1 16.7 i 16,7 1 11-7 B. 3,4 8 6, 2,5
12w 5 �� 0��
i - ..,.-I ... ....... 4 5. G
------ - -- ----------- -------------- ---------- 26,5 18,8 18.8 '_5 20,CI 1 14,0 1 1 --_--_------
---------------- ------------ --- ---
ST ' F( SS T� AN 12,
AREAS CALCULATED CIN -3,003 PS 7E I PRESSURE, 3' 0" MitI. COVER OR "WATERMAIN LE d
-4', " MIN, COVER I-OR, WATERMAINI 12" OR t,;REATER.
MAX, 1`iEi(: -iT Cl` THRUIS I BLOCK (FT) — 0, DEPTH 07 TRFNC`H.
MIN, HEIGHT OF T-iRUST ;3 LOCK '(F r) O.D, PIPE
-4-
iRU,S] BLOSK BL
RE A REFER TO
SCE_ OF LiLOCK M
IN SQUARE FEET
NOTIS3:
LOCAPON AND SIZE OF fu� OCKING FOR PIPE LARGE THAt,41 12�'DIAMETEF ANE -IjR _,AIL T'rPES
1 1 5 ri
E T� AN SHOINN SHALL BE DETERMINED BY HE ENUNP:P,
RIFF '4A
IN PLACE Ac AIL UNDIS�UREFI) N1,_I:'--'E
8i,('CKiNI' HAT- BE PO��R`,:'L
q-n
3. ALI- POURED THRUST BLOCKS SHAiU BE BACKRu-EED AFTEFR MIN, A C_S&j, F TFI.NG
-1
:Tv N-Tr-i
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRE'S-1 -E S
4, ALL BirItKiNG SHAJ= BE CONCRETE CL 5 (1 /2').
5, BLOCKING AGAIN '7F1_'INGS HALL BEAR !AGAIN` I fliE I REATES' AREA
_'R LAND�Z
po`�,'SIBLF, 171UT SHALL COVrR OR ENCLOSE BEL-Al. ENOS, lloiN�
REASONABLE A"'CESS TO F30LTS AND GLANDS SH,ALL BE PROVIDUv.
CONCRETE BLOCKING FOR SM. PLAN 330.2
4 - -- -------_-- --------- - --_-- ---- --- ---- ------- ---------------------------------
1 5- J,�.,%,,,
'"I" HORIZONTAL AND DOWNWARD
-A V
-A
VERTICAL BENDS
FIRE HYDRANT SHALL 'BE 'COREY—TYPE EQUAL TO iOWA F-5111IIII• OR
COMPRESSION 'TYPE SiUCH AS ICLOW MEDALLION; !,/I & H 1929, MUELLER
SUPER CENTURION /200, AND WATEROUS PACER WITH 6," MECHANIC Ai_
;&NT INLET
WI T* i LUGS. 5114" MAIN VALVE OPENIN(3. TWO 2-1/2
HOSE ICONNEI-TIONS NATIONAL STANDARD THREADS. 4" Pi_.JMPER
CITY OF SEA"TTLE `HREADS WITH A STORZ ADAPTOR,
7
8,5 SEATTLE THREAD X 5" S_fOR4_, ATTACHED WITH '1 /8" STAINLESS
1 E EL "AFLE. I __ 1/4" PENTA"G'ON (I)PERATING N RE HYDRANT 7() U_'. F�
BE PAINTED WI TH TWO CATS OF
PAINT. KELLY- MOCRE/PRESERVATI VE
PAINT- No. 5780-563 GTM ACPYL'C GLOSS, SAFIETY YELLOW OR
'UAL. PUMPER CONNECIION To FACE ROADWAY OR AS
APPROVED Es �, I
IDIPECTED BY RENTON FIRE DEPARTMENT, FIRE HYDRANT EXTENSION TO
Ell- USED IF REQUIRED-
CONCRETE
THRIUST BLOCK
3'
16" x 8"x 4" MINIMUM
CONCRFTE BEARING
BLOCK JNDER H'1)RANF
MIN. 18" TO 20" BF1__HIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
--------- 4.875" x 5" STORZ
x_1'x6` THI'C'✓ , CONCRETE PAD AROUND
HYDRANJ, i'INISH TO, MATCH SIDEWALK.
--EXPANSION JOINT AT
BACK OF SIDEWALK
/_CONCRETE SIDEWALK
100, 10001, OR PLANTING 'S-3TRfP
36" MIN
COVER
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPiC FOUNI'DRY CO.
STANDARD 8" TOP SECTION VVITH REGULAR BASE.
SECTION LENGTH 'TO FIT. VAL 'VET NUT EXTENSION
AS REQUIRED.
F,'AISSED PAVEMENT MARKER 'TYPE 88 - - -A
STIMSONITE TWO-WAY BLUE REFLECTIVE
CONCRETE B L 0 C K 1 N G
MAIN LINE TEE, WITH 6" FLANGE SIDE OUTLET.
6" GATE (F! i1j) AWWA C-509, RESILIENT SEAT
VALVE X k ,
6" DUC-11LE !RON PIPE, CLASS 52 CEMENT LINED, LENGTH TO F1 T
235/4" COR-TEN SJEEL, TIE RODS,
1 12 YARD OF WASHED DRAIN ROCK
1, ABOVE BOOT ;7LAN E, PLACE 8 MIL
POLYETHYI ENE FFILM AROUND TOP AND SIDES OF
.IRAVEL.
-'EMBLY
EJE H
- - - -- - --------------
LEVEL- ALL GROUND
N4011 RADIUS
ONE VAN ROCK
6
AD L 8" CONCRE1E PAD
IPE
UT
R LL
u
V
FIRE HYDRANT ASSEMBLY STD. PLAN 310.1
4 0
+
V, A CC .30
1 0
IN I�
W- 381302
IN COMPAt 1A NCE WITH C17Y OF RENTON
STANDARDS
ar"
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B Y.- C-_ DATE:" �
0 1,-4
BY: DATE:
BY: DATE:
B Y: DATE:
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