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135 MIX -
CONCRETE
BLOCKING
CONSTRUCTION NOTES AND DETAILS
A PORT10N OF THE N.W. 1/4 OF SECTION 10, TOWNSHIP 23 N., RANGE 5 E., W.M.
CITY OF RENTON, ` 1
PROPERTY LINE
3'-0" MIN i b'-0""--�{
FUTURE
BUILDING SEWER
2"x 4" STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
>_ WARDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
W
AND #6 WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
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.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND C1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
L
PN E $
MP�GFz��
GON 2X MIN SLOPE
HORIZONTAL
\-b" SIDE OUTLET TEE
6" MIN. SEWER MAIN
SEWER 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 RENTON
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY Standard plane
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. I LST DATE: 12/15/91
DATE REVISION I BY APPR DWG. NAME: BR39 SP PAGE: B078
W 6" BUILDING SEWER PIPE
--TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
6U" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE,
FIRE HYDRANT SMALL BE COREY-TYPE EQUAL TO IOWA F-5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M do H 929
AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT
INLET WITH LUGS.
5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS
NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD
X 5' STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE.
1-1/4" PENTAGON OPERATING NUT, FIRE HYDRANT TO BE 18 TO 20"
PAINTED WITH TWO COATS OF PAINT, PRESERVATIVE OR 12 BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB
PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL.
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4-1/2" TRENCH. MAX 4 ® /� RAISED PAVEMENT MARKER TYPE 88 A8
nRE HYDRANT EXTENTION TO BE USED IF REQUIRED. MIN 2"
STIMSONITE TWO-WAY BLUE.
TWO-PIECE CAST IRON VALVE BOX. EQUAL TO OLYMIC
j FOUNDRY CO. STANDARD 8' TOP SECTION WITH REGULAR
CONCRETE BLOCKING ROSE SECTION LENGTH TO FIT,
12"-
16" x 6" r 4" MININUM
CONCRETE BLOCK
- LEVEL ALL GROUND
MIN 3' RADIUS
ONE MAN ROCK r
FILL
,.. , CONCRETE BLOCKING
� s•
CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET,
6" GATE VALVE (FL X MJ) EQUAL TO,MUELLER CO. A-2380-16
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED. LENGTH 70 FIT TWO 3/4"
STEEL TIE RCDS. SEE STO DETAIL FOR TIE RODS.
7 CU. FT, MINIMUM WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN.
FIRE HYDRANT ASSEMBLY
1
06
HYDRANT LOCATION IN CUT OR FILL
CUT
FIRE HYDRANT ASSEMBLY DETAIL
ADOPTED
CITY OF RENTON
♦ 4
Standard plane
EST DATE:5/18/95
DWG. NAME: BR24 SP PAGE: 8102
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT,1/8"
r-1/8"
RAISE-1/2"
WIDE BORDE
4"
7
7-3/4"
B"
15"
CAST IRON
RING AND COVER
PIPE MATERIAL AS SPECIFIE
BY THE ENGINEER
EXISTING ASPHALT
ILPAVEMENT
ARTERIAL SIREET MINIMUM
3" CLASS •B` A.C.
4" A. T,8.
6" CRUSHED ROCK
4" CLASS 'B' A.C.
6" CRUSHED ROCK
CONCRETE
CLASS 3000
12" 0
FIBER
PACKII
45' (1/8)
S-336004
PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN --OUT
IN SAME MANNER AS
MAIN SEWER JOINTS,
ADOPTED
CITY OF RENTON
♦ Jim
e t
Standard plans
LST DATE:12/15/91
)N I BY IAPPA DWG. NAME: BW188 SP PAGE:8076
1 W. NFW C.HRR
CURB & GUTTER REPLACEMENT DETAIL
NOTES: ADOPTED
MUST MATCH EXISTING THICKNESS IF GREATER. CrrY OF RSNTON
• OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT STANDARD PUNS
f3T DAT& 04/04
DATE REVISION By APPR DWG, NAME: F008 SP PAGE FO08
I 1' 2.5' 1' 1'
MIN I MIN I- MIN -I MINIMIN
2" CLAS
*2" TO 6" CI
OR CI
6.5' MIN. ---i
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN,
1' 1' 2.5' 1' 1'
MIN I
MIN MIN MINIMIN
2" CLASS '8'
CRUSHED ROCK, F'LOWAE,A-L - 1LL_
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS. SEE DWG/ HR-05,
SP PAGE H032
0(� I. R-33(�OOq
OF CURB OR
OF PAVEMENT
:ENTER LINE OR
ANE LINE
�S*
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
ADOPTED
\) CITY OF RENTON
♦� $ STANDARD PLANS
T LST DATa2/05
DWG. NAMEh1032-1 SP PAGB032-1
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