HomeMy WebLinkAboutWater Revision 2-signed.pdf26.28 T25.28 BData/Power26.34T24.32B28.89T26.45B25.45T24.50BCURB8'011'0"5'0"Gas requiires TOP of 10"Water to have a MIN of 1.25 Top of water needs to be 24.03 MIN.Vertical Concrete Dead-man with Megalugs and Shacklerodsat the 45* fittingVertical Concrete Dead-man with Megalugs and Shacklerodsat the 45* fitting23.3218.3223.3218.32WATER UTILITY
ABDOUL GAFOUR 11/4/22
20
25
30
35
20
25
30
35
8" STORM** BOT 28.12
8" STORM** TOP 27.00
24" CPEP STORM TOP 28.23
FG 31.465+50FG 31.77FG 31.926+00FG 32.54FG 33.206+50FG 33.08FG 32.717+00FG 32.35FG 31.947+50FG 31.84FG 32.06DEFLECTIONS AS NECESSARY, PER HALF MANUFACTURERS RECOMMENDATIONS TO PROVIDE
MINIMUM 2.0' OF COVER AND MAXIMUM 5.0' OF COVER
3.12'
PROPOSED ROW DEDICATION
1.5' MIN
15 LF 10" DIP CL 52
1.5' MIN
*P(UG) - APPROXIMATE EXISTING UNDERGROUND POWER
PROPOSED GRADE
AT WATER ℄EXISTING GRADE
AT WATER ℄
STA: 7+71.77
1 - 10" 90° BEND (MJ x MJ)
1 - THRUST BLOCK
18 LF 10" DIP CL 52
127 LF 10" DIP CL
5
2
VB #1
VB #2
STA: 5+00.00
CONNECT TO EXISTING WATER MAIN
(BY CITY FORCES) PER COR STD PLAN 300.1
1 - 18" x 10" TAPPING TEE (MJ x FL)
1 - 10" TAPPING GATE VALVE (FL x MJ)
1 - THRUST BLOCK
2.28'
4 LF 10" DIP CL 52
STA: 6+44.70
1 - 10" 11.25° BEND (MJ x MJ)
1 - THRUST BLOCK
127 LF 10" DIP CL
5
2
STA: 7+87.02
1 - 10" x 6" TEE (FL x FL)
1 - 6" GATE VALVE (FL x MJ)
1 - 10" GATE VALVE (FL x MJ)
1 - 10" ADAPTER (FL x MJ)
1 - THRUST BLOCK
PROPOSED SEWER
14 LF 10" DIP CL 52
STA: 5+03.00
1 - 10" 22.5° BEND (MJ x MJ)
1 - THRUST BLOCK
STA: 5+35.31
1 - 10" 45° BEND (MJ x MJ)
1 - THRUST BLOCK
6" DI STORM BOT 29.80
ETHAFOAM PAD
10
15
20
25
30
35
10
15
20
25
30
35
FG 32.048+50FG 31.79FG 31.729+00FG 32.09FG 32.459+50FG 31.68FG 30.7810+00FG 30.41FG 30.1110+50FG FG1.51'
5.67'
DEFLECTIONS AS NECESSARY, PER HALF MANUFACTURERS RECOMMENDATIONS TO PROVIDE
MINIMUM 3.0' OF COVER AND MAXIMUM 6.0' OF COVER
5.14'
1.5' MIN
6.50'
PROPOSED ROW DEDICATION
APPROX. LOCATION
OF EXISTING GAS
PROPOSED
STORM**
PROPOSED
FIRE
PIPE
1.61'
PROPOSED STORM**
EXISTING
GRADE AT
WATER ℄
PROPOSED
GRADE AT
WATER ℄
PROPOSED GRADE AT WATER ℄
EXISTING GRADE
AT WATER ℄
STA: 9+01.47
1 - 10" x 6" TEE (FL x FL)
1 - 6" GATE VALVE (F L x MJ)
1 - 10" GATE VALVE (F Lx MJ)
1 - 10" FL x MJ ADAPTER
1 - THRUST BLOCK
STA: 9+08.47
1 - 10" x 6" TEE (FL xFL)
1 - 6" GATE VALVE (F L x MJ)
1 - 10" GATE VALVE (F L x MJ)
1 - 10" FL x MJ ADAPTER
1 - THRUST BLOCK
STA: 8+12.97
1- 10" 11.25° BEND (MJ x MJ)
1 - THRUST BLOCK
1.50'
7 LF 10" DIP CL 52
STA: 10+63.70
CONNECT TO EXISTING WATER MAIN
CUT IN TEE (BY CITY FORCES) PER COR STD PLAN 300.4
1 - 12" x 10" TEE (FL x FL)
1 - 10" GATE VALVE (FL x MJ)
2 - 12" GATE VALVE (FL x MJ)
2 - 12" SOLID SLEEVES (MJ)
1 - 10" SOLID SLEEVE (MJ)
1 - THRUST BLOCK
INSTALL 84 LF OF 10" D.I.
RESTRAINED JOINT WATER MAIN
INSIDE OF 20-INCH STEEL CASING
31 LF 10" DIP CL 52
39 LF 10" DIP CL 52
LOCATION OF DATA POWER
JOINT UTILITY TRENCH STA: 10+61.60
1- 10" 45° VERTICAL BEND (RJ X RJ)
1 - THRUST BLOCK
STA: 10+60.10
1-10" 45° VERTICAL BEND (RJ x RJ)
1- VERTICAL CONCRETE DEAD-MAN THRUST BLOCKSTA: 10+26.18
1-10" 45° VERTICAL BEND (RJ x RJ)
1- VERTICAL CONCRETE DEAD-MAN THRUST BLOCK
STA: 10+24.63
1 - 3" WET TAP PER COR STD PLAN 300.1
1-10" 45° VERTICAL BEND (RJ x RJ)
1 - VERTICAL CONCRETE DEAD-MAN THRUST BLOCK
VERTICAL BEND TABLE
VB #
VB #1
VB #2
STATION
DESCRIPTION
STA: 5+04.17
1-10" 11.25° VERTICAL BEND (MJ X MJ)
1- THRUST BLOCK
STA: 5+17.73
1- 10" 11.25° VERTICAL BEND (MJ X MJ)
1- THRUST BLOCK
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4200WATERSHED APARTMENTS
CIVIL CONSTRUCTION PERMITWATERSHED APARTMENTSbelow.Know what'sCallbefore you dig.
R
Civil Engineers
Structural Engineers
Landscape Architects
Community Planners
Land Surveyors
Neighbors
T A C O M A
2215 North 30th Street, Suite 300, Tacoma, WA 98403253.383.2422TEL
S E A T T L E
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101206.267.2425TEL C21005115 LUA21-000239PR21-000258WATERSHED APARTMENTS1 SCALE: 1" = 20' H
1" = 10' V
PROFILE 1
2 SCALE: 1" = 20' H
1" = 10' V
PROFILE 2
2
C6.40
2
C6.40
WATER PROFILE AND NOTES
APPROX. LOCATION
OF EXISTING POWERIN AREAS OF FILL, NEW PARKING
LOT AND/OR ROADWAY SUBGRADE
SHALL BE FILLED AND
COMPACTED BEFORE EXCAVATION
FOR INSTALLATION OF NEW
WATER MAIN.
**STORM DRAIN AT CROSSING SHALL BE CL 52 DI. CENTER OF WATER MAIN PIPE AND STORM DRAIN PIPE SHALL BE
CENTERED AT THE CROSSING POINT TO MAXIMIZE THE DISTANCE OF THE PIPE BELLS FROM THE CROSSING JOINT.W-420003WTRP-27-4200IN AREAS OF FILL, NEW PARKING
LOT AND/OR ROADWAY SUBGRADE
SHALL BE FILLED AND
COMPACTED BEFORE EXCAVATION
FOR INSTALLATION OF NEW
WATER MAIN.
46
03/07/2023
DEVELOPMENT ENGINEERING
JChavez 03/07/2023