HomeMy WebLinkAboutWWP2703360.2In 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
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6" BUILDING SEWER PIPE
—TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IR❑N PIPE.
L3,5 MIX p�
CONCRETE
BLOCKING
25
�6" SIDE OUTLET TEE
SEWER MAIN
PROPERTY LINE
T
3'-0" MIN. 6'-0"
FUTURE
BUILDING SEWER
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2"x 4" STUD SERVICE MARKER PAINT UPPER
J P❑RTI❑N WHITE ANS STENCIL ON SIDE
> WORDING 'SEWER" WITH 3" HIGH BLACK LETTERS,
AND #6 WIRE WRAPPED AROUND THE STUD AND
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EXTENDED TO THE TOP OF THE STUD.
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, D1 PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED
/ PNV 0 BV
coNCR�� 2'/. MIN SLOPE II
H❑RIZONTAL
6 MIN, SEWER MAIN
STANDARD SIDE SEWER INSTALLATION
CONCRETE BL❑CKING ANGLE (SEWER MAIN TO PROPERTY LINE)
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
ADOPTED
N❑TEI CITY OF RENTON
♦ +
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY standard plans
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATI❑N, WHICHEVER IS LOWER, �F LST DATE: 12/15/91
DATE REVISION BY APPR' DWG. NAME: BR39 SP PAGE: B078
ONE MAN F
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & 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. MMIINX 2"� RAISED PAVEMENT MARKER TYPE 88 A8
FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED. STIMSONITE TWO-WAY BLUE
FUG
CONCRETE BLOCKING
12"
16 x 8" x 4" MININUM
CONCRETE BLOCK
LEVEL ALL GROUND
MIN 3RADIUS
TWO-PIECE CAST IRON VALVE BOX. EQUAL TO OLYMIC
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FOUNDRY CO. STANDARD 8' TOP SECTION WITH REGULAR
BASE SECTION LENGTH TO FIT.
..
CONCRETE BLOCKING
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 TO FIT TWO 3/4"
STEEL TIE RODS. SEE STD 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
O6
HYDRANT LOCATION IN CUT OR FILL
CUT
FIRE HYDRANT ASSEMBLY DETAIL
O ADOPTED
CITY OF RENTON
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Standard plans
LST DATE: 5/18/95
DWG. NAME: BR24 SP PAGE: B102
RAISE-1/2"
WIDE BORDER
10" -
9"
-1 r 2"
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
r1/2"
121,
FIBER
PACKII
5/a"
I
2-7/8" 4" 45 (1/8)
7„
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7-3/4"
a"
1s"
CAST IR❑N RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
EXISTING ASPHALI
PAVEMENT
ARTERIAL STREET MINIMUM
3" CLASS "B" A.C.
4" A.T.B.
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" CLASS "B" A.C.
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6" CRUSHED ROCK
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PLUG TO BE SEALED
- i IN SAME MANNER AS
I MAIN SEWER JOINTS.
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CURB & GUTTER REPLACEMENT DETAIL
NOTES: ADOPTED
MUST MATCH EXISTING THICKNESS IF GREATER. CITY Or RENTON
* OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT +
STANDARD PLANS
LOT DATE: 04/04
DWG, NAME: F008 SP PAGE: f-008
DATE I REVISION I BY APPR
CONCRETE
CLASS 3000
6 INCH OR 8 INCH CLEAN -OUT
ADOPTED
CITY OF RENTON
Standard plans
` LST DATE:12/15/91
DWG. NAME: BW18B SP PAGE: B076
MIN iMl'
IN MINT MI IN
2" CLAS
*2" TO 6" C
OR CI
F----- 6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN IMIN[ MIN MI MIN
2" CLASS 'B'
CRUSHED ROCK, FLOWAE.��
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR-05,
SP PAGE H032
OF CURB OR
OF PAVEMENT
;ENTER LINE OR
ANE LINE
�S*
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
NRY_ p ADOPTED
G CITY OF RENTON
STANDARD PLANS
LST DAT52/05
DWG. NAME1032-1 SP PAG8032-1
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