HomeMy WebLinkAboutS-336004CITY OF RENTON, WASHINGTON
3/4" SQUARES SPACED 3/4
AS INDICATED - HT, 1/8"
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❑❑❑❑
RAISE -1/2"
WIDE BORDER
1"
lo"
8-3/4"
2 -7/8„ 4�,
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7 -3/4"
15"
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
A
PLUG TO BE SEALED
P �-- -- IN SAME MANNER AS
MAIN SEWER JOINTS,
ARTERIAL STREET MINIMUM
3" CLASS "B" A. D.
4" A.T.B.
6" CRUSHED ROCK
eFCIDENTIA� STREET MINIMUM
4'° CLASS 'B" A.C.
6" CRUSHED RUCK
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OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929
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AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT
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5-1/4- MAIN VALVE OPENING. TWO 2 -1/2° HOSE CONNECTIONS
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NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
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3/4" SQUARES SPACED 3/4
AS INDICATED - HT, 1/8"
/ ❑ rl /2:,
❑❑❑❑
RAISE -1/2"
WIDE BORDER
1"
lo"
8-3/4"
2 -7/8„ 4�,
�7
7 -3/4"
15"
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
A
PLUG TO BE SEALED
P �-- -- IN SAME MANNER AS
MAIN SEWER JOINTS,
ARTERIAL STREET MINIMUM
3" CLASS "B" A. D.
4" A.T.B.
6" CRUSHED ROCK
eFCIDENTIA� STREET MINIMUM
4'° CLASS 'B" A.C.
6" CRUSHED RUCK
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FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929
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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.
18° TO 20°
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1-1/4- PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB
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PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE
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PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL.
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4 -1/2" TRENCH.
2'
MIN 2'�
RAISED PAVEMENT MARKER TYPE 88 A8
STIMSONITE 7W0 -WAY BLUE.
CL
FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED.
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TWO -PIECE CAST IRON VALVE 80X. EQUAL TO OIYMIC
SECTION WITH REGULAR
FOUNDRY CO. STANDARD 8" TOP
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CONCR[TE BLOCKING
BASE SECTION LENGTH TO FIT.
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CONCRETE BLOCKING
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CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
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r .. <..� 6" GATE VALVE (FL X MJ) EQUAL TO MUELLER CO. A= 2380 -16
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12'
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
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STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
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16" x 8" x 4" MININUM
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CONCRETE BLOCK
7 CU. FT. MINIMUM WASHED GRAVEL PASSING 1 -1/2" AND RETAINED ON 1/4" MESH FOR DRAIN.
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FIRE HYDRANT ASSEMBLY
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LEVEL ALL GROUND
MIN 3' RADIUS
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M LEVEL ALL GROUND
5" STORTZ
ONE MAN ROCK
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FIRE HYDRANT ASSEMBLY DETAIL
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CUT
ADOPTED
FILL
CITY OF RENTON
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OR FILL
HYDRANT LOCATION IN CUT � Standard Plans
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LST DATE: 5/18/95
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15/18/951 'Revised
Pum er Port
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12/15/9
Corrected text do Changed paint color
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DWG. NAME: BR24 SP PAGE: B102
DATE
REVISION
BY
APPR '
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3/4" SQUARES SPACED 3/4
AS INDICATED - HT, 1/8"
/ ❑ rl /2:,
❑❑❑❑
RAISE -1/2"
WIDE BORDER
1"
lo"
8-3/4"
2 -7/8„ 4�,
�7
7 -3/4"
15"
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
A
PLUG TO BE SEALED
P �-- -- IN SAME MANNER AS
MAIN SEWER JOINTS,
ARTERIAL STREET MINIMUM
3" CLASS "B" A. D.
4" A.T.B.
6" CRUSHED ROCK
eFCIDENTIA� STREET MINIMUM
4'° CLASS 'B" A.C.
6" CRUSHED RUCK
CURB & GUTTER REPLACEMENT DETAIL
ADOPTED
TE SS MATCH EXISTING THICKNESS IF GREATER. crrx OF as+Tax
MU
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OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT ` + STANDARD PLANS
.f IST DATE: 04/04
DATE REVISION BY APPR DWG. NAME: F008 SP PAGE: F008
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1' 1' 2.5° 10 1' Cl� Q
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MIN MIN MIN MIN MIN J
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2" CLASS 'B' FACE OF CURB OR
EDGE OF PAVEMENT U
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CENTER LINE OR 0
*2" TO 6" CLASS 'E° LANE LINE _ v N
OR CLASS '8'—/ _ Z
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6.5 MIN. 00 N z
2" DEPTH OF - z DO W W
GRIND OR SAWCUT AND REMOVE . cv ¢ z
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6.5 MIN. - NzNN LO I
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1' 1'
MIN MIN MIN MIN MIN 0 '3
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2" CLASS 'B' ACP CLASS* 1 2
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6 CRUSHED SURFACING TOP COURSE
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CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER 12/27/06 �-
PL� SApR
TYPICAL TRANSVERSE PATCH 04 WA$y/
* FOR MINIMUM STANDARDS, SEE DWG# HR -05, FOR FLEXIBLE PAVEMENT tic
SP PAGE H032 z;;;;:
SY p ADOPTED
V - A CITY OF RENTON
*, 24661
STANDARD PLANS
LST DATW/05 Fs+ � S T
NOTO s /ANA L ECG
DWG. NAMEH032 -1 SP PAGB032 -1
DATE REVISION BY APPR +
EXPIRES 6 11 08 � „�°
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CURB & GUTTER REPLACEMENT DETAIL
ADOPTED
TE SS MATCH EXISTING THICKNESS IF GREATER. crrx OF as+Tax
MU
•
OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT ` + STANDARD PLANS
.f IST DATE: 04/04
DATE REVISION BY APPR DWG. NAME: F008 SP PAGE: F008
F Co
1' 1' 2.5° 10 1' Cl� Q
v
MIN MIN MIN MIN MIN J
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2" CLASS 'B' FACE OF CURB OR
EDGE OF PAVEMENT U
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CENTER LINE OR 0
*2" TO 6" CLASS 'E° LANE LINE _ v N
OR CLASS '8'—/ _ Z
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W LL :5 °
C4 Z 3
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6.5 MIN. 00 N z
2" DEPTH OF - z DO W W
GRIND OR SAWCUT AND REMOVE . cv ¢ z
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6.5 MIN. - NzNN LO I
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1' 1'
MIN MIN MIN MIN MIN 0 '3
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............... .% ....
2 0
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2" CLASS 'B' ACP CLASS* 1 2
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6 CRUSHED SURFACING TOP COURSE
�I
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER 12/27/06 �-
PL� SApR
TYPICAL TRANSVERSE PATCH 04 WA$y/
* FOR MINIMUM STANDARDS, SEE DWG# HR -05, FOR FLEXIBLE PAVEMENT tic
SP PAGE H032 z;;;;:
SY p ADOPTED
V - A CITY OF RENTON
*, 24661
STANDARD PLANS
LST DATW/05 Fs+ � S T
NOTO s /ANA L ECG
DWG. NAMEH032 -1 SP PAGB032 -1
DATE REVISION BY APPR +
EXPIRES 6 11 08 � „�°