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CO
SW 1/4 OF SECTION 3, TOWNSHIP 23 N, RANGE 5 EAST, W.M.
COPICI& E BLOCKINIT A71H0 PROCEDURE
C-4 A - ce to Table a TaWa z any the ash b.aha load iQ A PLAN VIEW A 3�3
The - rgukad to lechw hvhontd card eM Raul: 3,000ILO, 1L
04 bane nd• dpnde on the ah - Oa m n 1: n 1 hdlaataa the aattlan
a c . a pledn9 ounmb to 6.p of th °°nar°ta For hladdnyy the BO bid Q�
0 ri th , sheen YI orthe pra)ctpmd lino F1tun 1. The area - Be to thou •
in •guar° +set a canasta shier musk hev agshd Myth a MnM 4 feet WATER (%j
th ode a the trartrA h taund h dh4dlrg the - N1dth a Oat. 3 test
thrust In Pound• t111ow In Table Yi` the cafe
Ik bs°--. rfig cbd of the soil an alas, In T°be Y. With ew me ewwnbled Infomotlm. ,F
1m1EaAA oe proceed to the Thal edwi°thn. 2" OPEN PATTERN, RETURN BEND W W O
_Thrum VALVE BOX LID WITH EARS 3" 2 BEEHIVE STRAINER
1. Thednc n h far herhan}d our - Area a CanaNa (A) - Soh Berg Lead 7.12 q R a
or 38" MIN. 2" GALVANIZED IRON PIPE FIELD LOCATE d
d•sneard tllru°�'adK - 22-1/2 IN DIRECTION OF WATER 2" SQUARE
2. M8Tt a+ the th bloc# mud be qud - MmAnum Height a Thrust Black (I") _ Gap& a Trc,dt h FIR MAIN AND WORD "WATER' WIDTH
to a Mee thm ,rthe depth ham the 0roend z OPERATING NUT
Th. th to the k bo b-. h CAST INTO IT 1" CLOSE NIPPLE 17"X28" CONCRETE METER BOX WITH 3/8' STEEL DIAMOND O 0 V
3. Th. thnet soak tcarinq face h appro.Ynohly - _ 2 - 20 ,,. WHITE POST CUT OPENING AS REQUIRED, 6" MAX. PLATE COVER EQUAL TO FOG-TITE METER SEAL CO. NO.2
noiatprlar.
4. Th %,'t p shod he an p� APWA _ Depth a, irony Thrum Block (a) SEE DETAIL AFTER INSTALLATION, GROUT 1" UNION
aLs 4 - AROUND PIPE. 1" NIPPLE W
wroth a Ttalah n Feet (wg - autalde ok.rct� a i•Ip. (d) 62" rr METER BOX. FIELD LOCATE.
d = cad• Dlansbr a Pipe in F 2 �- 4-1/4" DIA, l l hill 1 UNION U U
1t = ThrumthIn a Trough n Feet "a�rau. 1) - ] _ a78 / 24" 2"x 2"x 1" TEE, 1" CLOSE O O
!I. = Sah Bearing Lead in Pan . FL (Table 2) _ 1.13 R
h oul a waldt n Feet z 1 8" MIN. THICKNESS
i A - Ana a+ Conenb which mud tnror against the Aran of concrete NIPPLE BETWEEN TEE & BEND � ~ ~
Bla. •f the Tma In FL - Mazinum Length of Thrust Blade (Lm) - H.ykk a cacrNa I I \� 2 PIECE CAST IRON VALVE
L1_ I Han, _ Maeknet la t a the Throat Block n fast / Z Z
Do - Dtpth""ImSuallace in Ca"n-ft hr t Block _ A _ 7.12 _ i� R I I BOX, RICH-SEATTLE TYPE r c � 1" 90' ELBOW J/ 1 BRONZE GATE VALVE, SCREW EQUAL TO RED -WHITE VALVE CORP. FIG NO.280
L1J - M.*. Length Fort
Block n Feet � _ff 45aBEND OR OLYMPIC FOUNDARY 1' STEEL J
- Rgdnd Amount of Concrata - (Haight . Depth x L°nath) . 0.03704 LENGTH AS REQUIRED 2" GALVANIZED IRON PIPE
GROUND SUFA _(Hm x Lm . Do) . D.o3704 TEE I ( 1 B" LONG COUPLING COPPER TO MALE IRON PIPE -FORD C28-44 OR EQUAL. d d
OCn : (m M. yd.51 3) . ao37w 6" MIN. -1 o D o o � 1" TYPE "K" SOFT COPPER TUBING
* 1 VALVE MARKER POST o 0 0°0° o °° o 00 0 0 0° W W
�-- h a 8" N TH I C S
C
� _J
7
L d z Q
/1
O Vim//
` Q
Hm� Z
BLOCK BASE
Da
D. ra xULABO LppllsMM w
1. Ana a Conente (A) - atPounds T
Bee Bsehtq Load n I'-" FL -
Dan, a Tr•Itah In Feet - h
2. Madmum Height of Throat tibak (Fkn) - 2 - 2
�/ 1/ lull KNES STOP WITH
/ 12" MIN. °� o°o� °� go o . °° o aDo° �� 90'I BOEND FOR COPPER. FORD TYPE 1000 PACK
2-1/ 4" INSIDE MEASUREMENT �o ° og a° o 0 o Povo
2-1/4" DEPTH JOINT CTS. C O W
1" GALVANIZED IRON
PIPE TO FIT CDCq N Q
VALVE OPERATING NUT N N_ o
/ 90o BEND SECTION A -A EXTENSION 2" CAP KITH 1/8" HOLE 1" 90' ELBOW 1" IPSETAPRAP TO FIT, CE EIQUALLTOPMEU LER CO. M It
11-1 4a
Q w ((trMa a rreah h Feet) - FIGURE 1 1" COMBINATION AIR RELEASE & VACUUM VALVE, Z
Z `oar la.. DMmdr a Plea Th Fadt) w-d SCREWED. APCO NO. 143C OR EQUAL.
]. Depth a Concrete Thrust Block - 2 - z TABLE 2 WASHED GRAVEL, PASSING N ;
Ana of carrots A same Beam- Land, In Lh/Sa. Ft. 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN W
Q 4 Medmlmn Leath a Thrud Blau (Lm) - - VALVE OPERATION NUT EXTENSION NOTE: j(ALVE MARKER NOTES:
Ld � Madmum Hailt Nrn The safe hsarin beds Ira a the idow-c table v. ter NOTE: FOR CONVEX VERTICAL BENDS BLOCKING
yy q
Q 5. Required Amount a Conant. (C.. 1'a.) _ (Haight . Depth . LetOet) N 0.03704 hahanhl tI-L. idlest the depth of a,1t oLt the pips SEE APWA STANDARD PLAN N0. 73.
C Z - (Hm . Lm . Do) .//132004 ""d" Z f"a sour. EXTENSIONS ARE REQUIRED WHEN VALVE NUT VALVE MARKERS SHALL BE EQUAL TO
Q LLI E EWJU XL IS MORE THAN THREE (3) FEET BELOW FINISHED CARSONITE UTILITY MARKER NOTE:
rnbwml peat, ■te. D GRADE. EXTENSIONS ARE TO BE A MININMUM OF
s''Aor &PI 1,00o VALVE MARKER POST TO BE USED FOR ALL VALVE OPERATING NUT EXTENSION 1" AIR & VACUUM RELEASE
Calculation Wet r a the annorn l araeh rmu is t edp a so• held h al B' sand 2,000 ONE (1) FOOT LONG. ONLY ONE EXTENSION TO AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
W. saran man: the namd apa•Mq presses h the pp. FIE b. BB pd and the sat Sod ad �� aom MAIN LINE VALVES OUTSIDE PAVED AREAS ' '•
a.«sna h the Ina s,dbea. oa and sad end Dnvd cr.,,.tt a ekh say 4000 CONCRETE HLOCKIIdG SIZIIdG PROCEDURE BE USED PER VALVE. AND VALVE MARM POST AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION VALVE ASSEMBLY •.N/ O
O a �. e1'c'�• Hard Shde 1@ oDa __ WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH \
•In muck or p all thrust• oral ea reshakled by to a ADOPTED ADOPTED __._. ADOPTED �' • p". v>
U _ e o.y��(�Tom. ll,L,p; - 0.75 tL �°�d °� r by 11 of.. � or �p� NOTE: ALL EXTENSIONS ARE TO BE MADE OF - � � �p OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY / pin r Olt �e a�
- ce
On to Tolle 1: Th is a pn■nln a 30o p�s "-s ar at�iiry m nr'.�d mnarh.ith bWk* t ♦ STEEL, SIZED AS NOTED, AND PAINTED WITH ♦� �♦ CAN BE INSTALLED. •I • '• r' m W :J
that the thrust an a 111 Eetd is 21,JB0 pasta. n ~ . •¢
BTi� 1PLOS TWO COATS OF METAL PAINT. � T � � TPt/JLGM •�a �.0 N
/ / (n•Z \
T TO 11'.lr DCV MT 12/M ihr mdad is 11'dY. oLY Blii : �� CN
] CORRECTED COLUMN HEAOMCIS DCV AO to/10/M FIIW kuf OCV AD 1 e RIFT MAT TO 11'YIr DCV"PR
REVISIONDWG. NAME: BR26 SP PAGE:8085 REVISION BY ppR DWG. NAME: BR46 SP PAGE:8090 NOTE:I DATE I REVISION BY DWG. NAME: BR50 SP PAGE:8094 t}> �"•••"" •�'
08 CONCRETE BLOCKING SIZING PROCEDURE 09 VALVE OPERATING NUT EXTENSION 09 1" AIR & VACUUM RELEASE W
18 18 AND VALVE M AFRiKER POST VALVE ASSEMBLY
CL INSIDE HOUSE OUTSIDE FOUNDATION ADJACENT TO WATER METER
PREFERRED CONFIGURATION
t'n 5 6 9 5 SA LIST PROPERTY LINE ST FILL 5 6 9 5 Fg
JLWDUST WATER MAIN IF REQUIRED, D,INSTALL ADJUSTMENT
2 2" CLOSE O
i g 5 NIPPLE AND 2-2" 90' BEND, SCREWED
�? J
O AT THIS POINT. FIELD LOCATE v }
O O 24U U LU. j 7 4 MI 7 2" CLOSE NIPPLE Q4 [O
TEMPORARY 2" GALVANIZED PIPE CONCRETE METER BOX W Q
�f� v 6 7 6" 1 AND 2" GATE VALVE LU
'`-' 2 3 8 4 2 6 R FROM WATER 6•• FINISHED GRADE ELEVATION 2" CLOSE NIPPLE z Z .N-t', U
H W d METER 2" 90 ELBOW �� e' �7 =
2 3 8 4 2 1 3 8 4 2" 90" ELBOW r N
ry \ 2/i�/� //2" GALVANIZED PIPE AS REQUIRED V U
Mil FLOW FLOW O2 FLOW /��//�//�//�//��/�\��\\���/� ��//�/� INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG CONCRETE BLOCKING PLAN
� FOR 3/4" AND 1" SERVICE (3/4" SHOWN) 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) Q
m FUNCTION 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) VALVE NUT EXTENSION AS (SEE DWG BR46 / PAGE B090REQUIRED 3 O
TWO PIECE CAST IRON VALVE 7
GROUND LINE CONCRETE SIDEWALK
/ 1 � # ITEM AMT THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE EQUAL TO OLYMPIC FOUNDRY CO.
1 900 GALVANIZED STEEL ELBOW 4 EA. HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN STANDARDS" TOP SECTION, WITH 6" MAX. �- ` N
ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REGULAR BASE SECTION LENGTH ! „+
Cif C REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION TO FIT.
2 3 4" PACKING JOINT COUPLING W ALE IRON PIPE 2 EA.
PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE °
READ FOR COPPER PIPE SERVICE: FORD C84-33 TO THE UNIFORM PLUMBING CODE.
OR EQUIVALENT FOR GALVANIZED PIPE SERVICE: NEW WATER MAIN POLYPIG J < ''.
FORD C85-33 OR EQUIVALENT INSTALLATION ° ^ ° ; ^ m
2 GATE VALVE, SCREWED 2-1/2" NST (HOSE) ^ �
3 PRESSURE REDUCING VALVE WSTRAINER - 3/4- 1 EA. BLOW -OFF HYDRANT EQUAL TO Z
1 THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE 2" GALVANIZED 78 -O FERLE FOUNDRY CO. z
WITH UNION COUPLINGS AT INLET AND OUTLET, CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER
a 0
EQUAL TO: WILKENS +600, WATTS +U5B BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, PIPE 12" LONG
AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY 2"X2"x2" TEE Q
_ 4 3 4" CLOSE UNION - BRASS M X F 1 EA. THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR 2" CLOSE NIPPLE
� / ( ) INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A VERTICAL CROSS FOR POLYPIGGING AS SIZE
STATION: BETWEEN CAP OR PLUG 2" CLOSE NIPPLE BEWTEEN
5 3/4" BRASS VALVE VARIABLE BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE AND 2" 90' ELBOW TEE AND 90' ELBOW.
TO INSTALLATION VERTICAL CROSS (MJ X FL),_ /'
6 12" STANDARD METER BOX W/SOLID COVER 1 EA. ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP t4 2" TEMPORARY BLOW -OFF ASSEMBLY / 2" 90' ELBOW
CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, LOCAL SUPPLIERS (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG' AsINST/jtLL 4 MIL POLYETHYLENE
q EQUAL TO FOG TITE METER SEAL CO. +2 ONE BLIND FLANGE ON BOTTOM OF CROSS MRt11a�'> PLASTIC COVER OVER WASHED 2" GALVANIZED PIPE
HD FOWLER, INC. 710 S. ON HARDWARE, INC. THE PLUMBING JOINT, INC. �"�� GRAVEL. CUT HOLE FOR PIPE
$ PLASTIC: 13 X 24 3/4 INSIDE DIMENSIONS, EQUAL 13440 SE BOTH 710 S. 2ND 351 UNION NE ONE PLUG (MJ) ON END OF CROSS ^ o 00 0 18" LONG
TO BROOKS METER BOOX BEL LEVUE. WA RENTON, WA RENTON. WA o°o°eOoo °Oo 00
CONCRETE BLOCKING oo °
746-8400 235-3555 228-3204 ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE 18" MAX.
°a0000ao° o aQo } O
7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH VARIABLE
AS REQUIRED INDIVIDUAL SERVICE PRESSURE REDUCING DISINFECTION OF NEW WATER MAIN WATER MAIN POLYPIGGING STATION ° °o oo 000 ° PERMANENT 2" HLOW-OFF ASSEMBLY m
1`08 3/4" X 1/4" X 3/4" STD. BRASS TEE 1 EA. VALVE (FOR 9/4" & 1" SERVICE) VERTICAL CROSS FOR POLYPIGGING 2" CAP WITH 1/8" (FOR Be MAINS AND SMALLER)LU
II TAP FOR DRAIN
a � m __ ADOPTED ADOPTED 10 CU. FT. WASHED GRAVEL PASSING
9 1/4" PETCOCK (M X F) 1 EA. 1 crrr Or Islam trrT OF NeRrON _ cr" or NQrroN U
*�d */ * FOR/DRAIND RETAINED ON 1/4" MESH ELEVATION ' +
10 3/4" BRASS NIPPLE VARIABLE i erg RAW LU
� - Ulf T& /97 � ) 9I�� Flails IST DATZ: 12/90 Q
4 117 EDIT TEXT AND DIMENSIONS O RT
12 REFORMAT TO 11"Or DCV _ DWG. NAME: BR45 SP PAGE: BO96 DWG. NAME: BRX5 SP PAGE: 8114 +un Asim adY• am ese+. & ..Am to"ti'r. �' °� DWG. NAME: BR25A SP PAGE: B105
FIR
09 INDIVIDUAL SERVICE PRESSURE REDUCING B114 WATER MAIN POLYPIGGING STATION ,os PERMANENT 2" BLOW -OFF ASSEMBLY
In o 'a VALVE (FOR 3/4" & 1" SERVICE) 16 VERTICAL CROSS FOR POLYPIGGING 18 (FOR 8" MAINS AND SMALLER)
Z
O
1n
Ix
0
r1{
�
I
a
I
I
n-
Q
LL.I
I
I
F-
I
M
Z
0
,V/ )
I
I
Id.•
sibs
�ro
Thud a FRtsw
h peede
Tow
t0'
46•
22-1
it-1/4
Dad Endr
Bane
Band
c
B•Ild
3•
4'
300
300
E720
3.780
3,000
1 91
�BiO
6T0
1470
430
750
e••
300
�500
6370
111,000
yB10
i(no
1700
�A10
e'
10•
300
278
1g100
21,BZ0
21,3e0
70,570
71 t1B0
16',64.
4BB0
8,430
It330
12•
2S0
aT,wO
4RLWO
2AB00
13,7D0
e,7m
14•
4e�00
85,370
34310
18.030
9,240
1B•
225
48�50
84,000
]4,510
A.-
17,850
r,
1B•
w'
200
2D0
50,000
B2 B40
7;000
0e.B00
41LOW
1%
2Is
1 ,180
11,580
14•
200
Pal
127.900
eB,1L0
3i,310
1a1D0
3B'
sDOOD
mJ.B'�eo
sR°ne°°0w
i156,'7 0
7711,4000
440.E
13" 24" PLASTIC METER Box EQUAL TO kol) :STATES RL ASTIG,
INC,a,' SERIES MSBCF 1124--18 WITH 175'. TWM DUCIA
A1ON DIAMOND PLATE COVER EQUAL TO MIO-STATES PLASTICS. - -
iNC MSCBC 132a P WTH READER LED AND 1-5/8 DRILLED °®
HOLE FOR TOUCHREAD PIT L:O (SEF DETAIL. A A) --1
UNIMPROVED RIGHT OF�
WAY WSTA-_ ME tER BOX AT
PROPERTY LINE WITH 2'
LONG COPPER TAILPIECE."
5' MIN SIDENAL'
i2' MAX iFI
FIN:SN GRADE
- 3 x WATER
x j
3
s METER -0
METER `O BE --I 12"
SIT PLIED BY THE
W* Ma cON:Ra �iSS� / TITY
06
_ - TYPE '%" SOFT - O
C PPER TUONG
0
22-1/7
e..
NEW DUCTILE
IRON
WATERMAIN.
OR1'
IF SERVICE LINE TO HOUSE IS7A!l
TOBEINSTALLEDIN THE FUTUREANIZED
INSTATE FORD C+4-33 OR i4 FlDT PLUG
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK :N CID PER 4Q??E.RSEJ PR FOR 5/e z3 /4" METER-- FORD
IERNCE ONE TO METER, YBHJ2-15W 44-330, OR WvIaNALO BRASS: 21- 215WCOQ33. OR
TH ANC•LE BALL VALVE N INLET WO
MUELLER 3/4-8-VFG 2 M 0
SING+LE CWECK VALVE ON DU n.ET
CORPORATION STOP, FORD TAPERED THREAD FCR 1" METER FORD vR OR
MUEI.5W-4A-44C,
MCDONR DORI 44K 7G-2
(CC). QUICK ,K1aT MtDONALD BR0.55: 2 OQ
:.E7
MVNTH
JOINT NTH GRIPPER.
WITH GRIPPER.
(3/4' OR AT CCIONAiV 47(YU BOTH MEET AND WTLE' NM PACK
DDOD-3--G)
F VALVE AND SINGLE CHECK
L VA
P ANGLE PACK -JOINT
(1" T'000-4-G) OR AY 4CLTOV ALQ 47010 VALVE O WINGS TT ALL
ON OUTLET. ALL PAC%-JDENT.FITTINGS SHALL N1: VBD1
QUILT( JOIN'
GUIM
NOTE:
ALL METER BORE' INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRQN EQUAL TO OLYMPIC fOUNDARY ExPAIV30N JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX
A~ A
DR.L! 1 5/8- GA. HOLE FOR AMR
(AUTOMATIC METER READ) TOUGHREAD DEVICE
ST
2 }f2 NIN. MOM OF
- 2-1 2- W EDGE OF PAY LID
ANDLID
T'(PiCAL NOTE:
RIB
THE CENTER OF IN E POLE MUST BE AT LEAST FRDM
UNDERNEATH ROSE UNLESS THE RIB SPACNC ALOWS THE
NOT TO TIGHTEN ACAMST THE OPEN SIDE OF MORE `HA.N
ONE RIB.
3/4" & I" WATER SERVICE
ADOPTED
HTANDANb PLANS
��. 3r Dare: M%Of
_.__:...... Tees.
i --" DWG. NAME: B106 SP PAGE: 61,36
DA7F RE✓'.:IpN R
FIRI ""E.EQUAL, TO IOWA F-S11O OR
CCU DALLION; M & H 929 MUELLER
J
St ; PACER WITH 6' MECHANICAL
"y^x I„'r MOVING, TWO 2 1/2"
H6 NO THREADS. 4e PUMPER
C('. 'A111, A STORE ADAPTOR,
4- _ 'ty€n WITH I/W STAINLESS
S1 >x,T FIRE HYDRANT TO
BE-MOORE,tPRESERvnnvE
I -' YELLAW OR
A4= . ADWAY OR AS
DI: _ .T EXTENSION TO
RE
F -I8' TO 20- BEHIND BACK OF
S CURB OR 12' BEHIND BACK CR
i
CURB ✓. THAT IS ADJACENT TO
I 1 tCRe
( TWO-PIECE CAST IRON VALVE SOX WITH LUG TYPE COVER.
EQUAL TO OLYV0C FOUNDRY CO. STANDARD B' TOP SECTION
N
LENGTH TO P VALVE NUT
EXTENSIONREGULARTH T /PAGE VALVE
AS REQUIRED (SEE LENGTH
4.875" v 5' STORZ E1TN REGULAR EASED (SEE
MAX
MIN 2 - RAISED PAVEMENT MARKER TYPE 88
o. AS ST:MSONI'E TWO-WAY BLUE.
42MIN CONCRETE BLOCKING
BURY
MAIN LINE TEE, WITH 6' F SNCE BDE OUTLET:
\--6' GATE VALVE (FL x MJ) PWWA C-609. T4E94.1ENT .SEAT
6" EAICALE IRON PIPE, CLASS 52 CEMENT LIM 1, LENGTH TO FIT
It' x 8" x 4' -� \\\ 2-31e COR-TENSTEEL TIE RODS. SEE SM OVA& 4di TIE RODS..
MRANUM CONCRETE \
BLOCK UNDER
HYDRANT \ 1/2YARD WASHED DRAIN ROCK (3-TO 3/8') FIN.
\fV ABOVE WET FIANCE PLACE 8. MIL
' POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
EIRE- Y RANT ASSEMBLY
:LEVEL ALL GROUND
MIN 3' RADIUS LEVEL ALL GROUND
MIN 3' RADIUS
[[III 4.875' K 5'
TI8 1 STORZ
`( ONE MAN ROCK
}
CUT
T
0
HYDRANT LOCATION IN CST OR FILL FIRE HYDRANT ASSEMBLY DETAIL
ADOPTED
�I ♦ 3(ANDa90 TGA9
' Y'f LST WiE: 04/Oa
+
DATE REVISION I ey I pR 1 DWG- NAME: 6102 SP PAGE: Bi D2
(
EXISTING WATER LINE
PLAN
TESTING DETAIL
0
- - -- ONE KIN C LANGMJON FDR PDL a TA FNV
ONE B11A FLANGE ON TOP WITH p" A? L E'PLUG
`\\\\
DNE FLANGE ON 1BOTTOM(
TEE " H RI . VF'7' TAPS 2' TEMPORARY .GV-OFF
A
RPLUG
TEMPORARY BL3DCK
O
CUT Ri 'BY CT_
TEE (FLxfU '
O GATE YEc
SOLID L .;. I
I PLUG VI41� 7 w = I
TEY'r eIOLX
EXISTING WATER LINE:
-- EXISTING WATER I -TINE
1
FINK CONNECTION DETAIL
AFTER ALL TESTING; CLEANING BY. POLYPIG. AND ➢tSINFFCTTDN,
REMOVE :2W'. BLOCK & RLDW-OFF R CONNECT
WI.H SLEc WE 04,0 \ U.I. SPOOLS
FTNAL CONNECTION RV CITY FORCES
ExISTSNG WATER LINE
WATER CONNECTION DETAIL
3 VALVES CUT -IN INSTALI.A71ON
��/ � CITY VF' NBNTDN
4YlJ STANDARD PLANS
LST DATE: V4/ 04
DAT gy pR DWG. NAME; SP PAGE: 9112
�77
EXISTING WATER LINE
PLAN VIEW
T£STTNG DETAIL
r
3$ FT
6 N_V VATER LINE
if
vLRTT. - C' CRu DSSO-FFOR P@_YPTGrTW, CNtlE BLIND F'I ANGE
N TOP `+i TN 2'TAP 4 2'PLIY.i
OnORARY BI
U FLANGE N BaUN OK NE PLUG W[iM r LAP a B' TEMPORARY .OW -OFF
I
I
1 ENPERAOgj1BLIN
BL'.Crc
\
LTC.. BLACR
f
2 DAIL LEEV omi, )
SD ID SLEEVE% PU> OR RO-nwr' CDJPE[NGS
1
I ADAPTER FYI_ X Ilf>
PF-IG l> /H'iAP 0. TFNP. Rt 11-11.
'EMP. HLDCK
EXISTING WATER LINE
I EKISTFNG WATER :.INE
FNAL CURNECT ON 1ET41-
I
I I��
AFTEp MA TESTING CLEANING BY PDLYPN, AND DISINFECTION.
REFAIVE tEMP. BLO' 4 eLGV-OFF 4 CONNECT
WITH SLEEVE OI_P S HI. POOLS
FINAL CONNECTION B CTTYSFORCES
`- EXISTING WATER LINE
WATER CONNECTION DETAIL
2 VALVES CUT -IN !NSTALLATIGN
_
CIY( OF RBNTON
.�♦
I
SraNDAR➢ Puns
IST DATE: nF/D1
3 OA7E ' "- Qy apR DWG. NAME: 6113 SP PAGE: B1'3
F�
(D J
U Uj
0 W
w
o
'Nr
Faaaa
Q
''', 1 1
1
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DATE 03/28/2006
JOB NO.
DWG NO. C7.1
,06 3/4" & 1" WATER SERVICE ,02 FIRE HYDRANT ASSEMBLY DETAIL B„2 WATER CONNECTION DETAIL B„s WATER CONNECTION DETAIL SHEET
C5 18 13 '8 3 VALVES CUT -IN INSTALLATION '8 2 VALVES CUT -IN INSTALLATION 4 OF 18
&*VMEo run 2 2 W c-a : w' 3