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1J "x24' PLASTIC METER BOX EQUAL TO MID - STATES PLASTIF
INC. GOP SERIES MSBCF 1324 -18 WITH 1.75' THIN DUCTILE
IRON DIAMOND PATE COMER EQUAL TO MID - STATES PLASTICS,
INC. MBGBF1324 -R WTH HEAVEN LID AND 1_5/41' DMLLID
HGLE FOR MUCHREAO PIT LID (SEE DETAIL A -A) - --I
S" MIN
FINISH GRACE 12' MAX
V
36' MIN CLEVER Z4 y
ON PWAE
PILO PBNB
�I
IN UNIMPROWD RIGHT OF
f WAY INSTALL METER BOX AT
JI
PROPERTY LINE YAM 12'
t='
LONG COPPER rAILPIECE
W
SIDEWAIK
a
12'
TYPE "K' SOFT
COPPER TUBING
IF SERVICE LINE TO HOUSE IS
TO BE INSTALLED IN THE FUTURE
INSTALL FORD 014 -33 OR 44 MDT
x COMPRESSION COUPLING —
J CF WATER MAIN TD PROVIDE/
2 "n 4" STUD SERVICE MARKER PAINT
/ SUCK IN COPPER SERVICE
METER! FORD
LINE TC METER.
90SW-4h335. DR MODONALD GRASS: 21- 21SW00033, OR
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MUSEUM: -24 H ANGLE BALL VALVE ON INLET AND
K VALVE ON QUIT
STOP. FORD TAPERED THREAD
ODPPERSERFR FOR 1" MEMBU FORD 161472- 1A1N -44 -446, OR
(CC).q im
(CC). gJia4 JOINT
MDONALO MASSa 21- 4131100044, OR MUELLER[ 1 -8- 2470 -2
(314' F1000-3-G) CR AY MCDCNAW 47010
601H INLET AND DU= WITH PACK JOINT LATH GRIPPER.
(Y FIDOO -4 -G) OR AY MCDONALD 47010
PADLOCK PANGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK
VALVE ON CUTLET ALL PACK -JOINT FITGN06 SMALL RE WITH
OUICR .DINT.
NOTE:
ALL METER BOXES INSTALLED 'AITHIN CONCRETE OR PAYED DRIVEWAYS SHALL BE
CAST -IRON EQUAL TD OLYMPIC FOUNDARY. EXPANSION JOINTS MWSH HE INSTALLED ON
BOTH SIDES OF METER BOX.
Heil
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH R85 UNLESS THE RIB SPACING ALLOWS THE
NUT TD MCHMN AGAINST THE WEN SIDE OF MORE THAN
ONE RIB.
IRLL 1 -5/41' DIA, HOLE FOR AMR
AUTOMATIC METER READ) TOUCHREAD DEVICE
2-1/2' MIN, FROM NEAREST
AND FRONT EDGE OF PIT LED
3/4" & S" WAM SERIWCB
ADOPTED
CAF OP GHrmR
a s2411mtJm Pave
>'m am 04/04
DWO, NAME: 6106 SP PACE: 81
WATER METER & SERVICE
NTS
FIRE HYDRANT SHALE- BE COREY -TYPE EQUAL TO IOWA F -5110 4M
COMPRESSION TYPE SUCH AS CLEW MEDALLION; M 3 H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 8" MECHANICAL
dOINT INLET 'NTH LUGS, 5 -1/4" MAIN VALVE OPENING. TWO 2 -1/2'
HOW CONNECTIONS NATIONAL STANDARD THREADS, 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS NTH A STOR2 ADAPTOR,
4,875 SEATTLE THREAD X 57 STORZ, ATTACHED 'NTH 1/8' STAINLESS
STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOCRE/PRESERY'A71VE
YAY OR AS
EXTENSION TO
—1B' TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT 15 ADJACENT TO
CURB
TYPO -PIECE CAST IRON VALVE BOX RUTH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD W TOP SECTION
4,875" x 5' STQRZ NTH REGULAR BASE SECTION LENG7H TO FIT. VALVE NUT
[EXTENSION AS REQUIRED (SEE DWC BR48 / PAGE 8000).
MIN 4."-, RAISED PAVEMENT MARKER TYPE BE
MIN 2 °1 AB SRMSONITE TWO -WAY BLUE
14 SIRY 422 -
MINc /_ CONCRETE BLOCKING
t MAIN LINE TEE, NTH 8" FLANGE SIDE OUTLET.
U. GATE VALVE (FL X NJ) AWWA C -509, RESILIENT SEAT
8" DUCTILE IRON PIPE, CLASS 52 CEMENT UNED, LENGM TO FIT
2 -3/4' CDR- TENSTEEL TIE RODS, SEE STD DETAIL F011 TIE AGO&
IWAIX131
1/2 YARD WASHED DRAIN ROCK (S TO 3 /e') MIN.
V ABOVE 511137 FLANGE PLACE 8 MIL
POLYE-IHYLENE MLM AROUND TOP AND SIDES OF
GRAVEL
FIRE HYDRANT ASSEMBLY
VEL ALL SROUND
MIN T RADIUS
4,675" X 5'
5TORZ
CUT
HYDRANT LOCATION IN OUT OR FILL
FIRE HYDRANT
TUTS
ONE MAN ROCK
S
LEVEL ALI. GROUND
MIN V RADIUS
mm
FIRE HYDRANT ASSSMBLY DETAIL
ADOPTED
t +
wnvn4lm PLYNB
LEP DADS: 04,714
DWG, NAME: 6102 SP PAGE: BT02
PRCPERTY UNE
0
FUTURE
6" BUILDING SEVER PIPE ! BUILDING SEWER
W
2 "n 4" STUD SERVICE MARKER PAINT
YATFI e" SIDE CUTLET
UPPER PORTION WHITE ANS STENCIL ON
"SEWER"
SIDE WORDING WITH 3" RICH
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BLACK LETTERS. AND L#6 'MRE WRAPPED
AROUND THE STUD AND EXTENDED TO THE
TOP OF THE STUD.
UNLESS OTHERVMSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL HANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, 01 PIPE AMC] 0 PIPE SEWER
MAINS ARE TO BE CORE DRILLED.
VITRIFIED CLAY PPE SHALL BE CUT AND HAVE A NE.W TEE
SECTORED IN.
813" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX
CONCRETE
BLOCKING
'- S" SIDE OUTLET TEE
SEWER MAIN
W' MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER a
ELEVATION
NOTE.
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 25 COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LONER.
SIDE SEWER
NTS
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING U7I0IES, WHETHER SHOWN ON
THESE PLANS OR NOT BY POTHOLING THE U77LMES AND SURVEYING THE
HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS
SHALL INCLUDE CALLING U71UTY LOCATE 0 1- 800 - 424 -5555 AND THEN SS 3 HALL �TRF SU OR A COFL HOLD O CAPTACTRE JEO VARIATION. PLANS ARE UR THECOO CONTRACTOR
aT
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Cramer Northwest Inc. J��oFWASy;c
ENGINEERS, SURVEYORS & PLANNERS
35049 ,¢�
945 N. CENTRAL, STE. #104, KENT, WA 98032 C /STER��Q`�
(253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) ANAL E 1
E -MAIL: cnl®cramernw.com ��
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DATUM
°`" "m 5K
—
LsK
r- AT NLL NW CNE INCH
51 AC0R0"NL'`
'�= ;'-- -'
sK
NO.
REVISION
BY
DATE
APPR
AFr
2R M{N SLOPE
MAIN
TYPICAL SIDE SEWER ELEVATION
STANDARD 810E 9EMER MTALLATION
(SEWER MASH TO PROPERTY LINE)
ADOPTED
QTY DT 121WON
a
DAM: S
A PL
LW DAMAi: O4J0+
DWG. NAME: 8078 SP PACE! S078
RECOMMENDED FOR APPROVAL
1
BY: DATE:
BY: ® DATE:
BY: DATE:
@� CITY OF QUI FENG LI SHORT PLAT W 5/26/09
FOR RAYMOND NG
IMF RENTON 4P
DMN1N0 N0:
Planning /Building /Public Works Dept. WATER & SEWER DETAILS 5
sNMT: °F:
5 6
ab;0 -354&oa s'35400g. — NNNNIAiZ
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