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CONSTRUCTION NOTES AND DETAILS
A PORTION OF THE N.W. 1/4 OF SECTION 10, TOWNSHIP 23 N., RANGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
PROPERTY LINE
3• °T_ s' -0•• FUTURE
rTEE NG SEWER PIPE BUILDING SEWER
4" STUD SERVICE MARKER PAINT UPPER
SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE
WORDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
AND 416 WIRE WRAPPED AROUND THE STUD AND
AND BUILDING SEWER a EXTENDED TD THE TOP OF THE STUD.
0
a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, 11 PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
c NCRETE T, j NV�E$ Q,KONG
BLOCKING
two 2� GD CR�j 2% HIN SLOPE
HORIZONTAL
6'• SI ➢E OUTLET TEE
G^ NIN SEWER MAIN LSEWER MAIN
STANDARD SIDE SEWER INSTALLATION
CONCRETE BLOCKING ANGLE (SEWER MAIN TO PROPERTY LINE)
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION ADOPTED
NOTE- ♦ ®♦ CITY OF REN'roN
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY s6evas<a p[ene
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. IBP DAn: 12/15/91
_ DATE REVISION 8Y APPR DWG. NAME: BR39 SP PAGE:6078
FIRE IODFAlT SHALL BE COREY-TYPE EQUAL TO IOWA F -5110
OR CONPRMON HYPE SUCH AS CLOW NRO N; M & H 929
AND ARIELUOR SUPER CENNRION 200 WRH 6' MECHANICAL JOINT
INLET NRH LUGS.
5 -1/4' MAN VALVE OPFNMG. TWO 2-1/2" NOSE CONNECRONS
MTIONLL Sl. UAR THUMS. 4' PUMPER CONNECTION CITY OF
SORRE TNRFMS WNH A STORK ALMFfOR, 4" SUTTtE THFEM
X 5' STORK• ATTACHED WITH 1/8' SWNLEA SIEFLL CABLE. IB' 10 20'
-1 /4' PENTAfAN OPEMTING NUT. PRE HYDRANT TO BE OR 1 R BEHIND WK OF SOEWAU THAT IS ACI TO CURB
PANTED WRH M9 C ALTS OF PARR PRESERVATNE
PAM No. 43-655 SNENY YFllDW OR APPROAD EOVAL
PUMPER CONNECTION TO FACE RUDNO A ASSBABIY FOR 4 -1/2' TRENCH. MM 4' . ////- --- RASED PAVEMENT MAIMER TYPE BS AB
FIRE MDRANT F)OE 0. TO BE USED IF REOUIREO. 1 SRN50NRE 1Wp -WAY BLUE
16' x 8' x 4' MIMNUM
CONCREIE BLOCK
LEVEL Au. GROUND
MIN 3' MpUS
ONE MAN ROCK •
1
6 —
FILL
TWO -PIECE UST IRON VALVE B OL EOUAL TO OLY M
FOUNDRY CO. STANDARG 8' TOP SECTION W711 REGULAR
BASE SECTION. LENGTH TO FO.
CONCRETE BLOC NO
8 \ CASE IRON TFE WITH 6' FLANGE SIDE ODRET.
6' GATE VALVE (R X W) EOUJL M MUSU.ER CO. A- 2380 -16
6' DUCTILE IRON PIPE, CUSS 52 CEMENT UNED• LENGRI TO FIT TMO 3/4'
STEEL TIE RO05. SEE STD CUA FOR RE RODS.
7 W. Fi. MINIMUM WASHED OR— PASSING 1-1/2- AND RUNNEO ON 1/4' MESH FOR DRAIN.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROONO
MN 3' RADIUS
�6 1
a
FIRE HYDRANT ASSEMBLY DETAIL
CUT ADOPTED
CITY OP RBNTON
JT OR FILL ♦ ®♦
iSf OATC: S /18/95
N51 ftA,,ed Pum eT PDrt DCV DT
q .. tert & Changed Paint color RTM DT DWG. NAME: BR24 SP PAGE: 8102
REVISION BY APPR
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8" '
tom. CONCRETE
E3 ❑ -❑ ❑ ❑ CLASS 3000
RAISE- 1/2 11 - 4 -3/4"
WIDE .BORDER 12" A
FIBER JOINT
IIL,��TD•' PACKING
_ �8 3/� 5/8••
2- 7 -7/> 45 (1/8) BEND
3/4••
TS•
CAST IRON RING. AND COVER _
�O
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
" 6 INCH OR 8 INCH CLEAN -OUT
PLUG TO BE SEALED
a IN SAME MANNER AS
MAIN SEWER JOINTS. ADOPTED
{ �� - - - -� • CRY OF A8hY0N
ISR DAM: 12 /15/91
DATE REVISION 4W APPR DWG. NAME: BW186 SP PAGE:8076
/ EXISTING ASPHALT 1.0" NEW CURB
PAVEMENT .MIN. & GUTTER
- SAWGiT�
T
ARTERIAL STREET YINIYMY
3" CLASS 'B" AC.
4' ATB.
8 "CRUSNm ROC(
RESOENBAL STREET YINIYUM�
4" CUSS 'B' AC.
8" CRUSHED ROCK
CURB .& GUTTER REPLACEMENT DEYAD,
N41E$DOAT6
MUST MATCH EXISTING THICKNESS IF GREATER. H
4 OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT
woos
GATE REVISION BY PR DWG. NAME FOGG SP PACE: FODB.
MR
R�, 2"
� J
#� �3
5 33b0�2
I MIN MIN F 2.5 MIN MIN
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