HomeMy WebLinkAboutR-428107TM
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TESTING CONNECTION
EXISTING
WATER MAIN
POLYPIG STATION PER STD PLAN 300.7
(1) VERTICAL CROSS (MJxFL)
(1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
(1) BLIND FLANGE ON BOTTOM
(1) PLUG (M1) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH TEMPORARY THRUST BLOCKING
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Q/�/ �/� o � o NEW DI WATER MAIN
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TEMPORARY BLOCKING
CONNECTION TO EXISTING MAIN (BY CITY APPROVED WET TAP CONTRACTOR)
3 x ID (1) TAPPING TEE (FL) PER STD PLAN 300.6
MIN (1) TAPPING GATE VALVE (FLxMJ)
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1
FINAL CONNECTION
UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
AND TEMPORARY BLOW -OFF ASSEMBLIES
FINAL CONNECTION (BY CITY FORCES)
(2) DI SPOOLS
(1) LONG BODY DI SLEEVE (MJ)
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NOTES:
1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS
SPECIFIED IN SECTION 5-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION
STANDARDS
2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH
SAME OUTSIDE DIAMETER
STD. PLAN - 300.S
.+ PUBLIC WORKS CONNECTION TO WATER MAIN APf�(j�J'PROVE�D:
DEPARTMENT TAPPING TEE AND VALVE � ` `�JL 6/28/2023
Martin Pastucha DATE
Public Works Administrator
CONNECTION TO WATER MAIN NOT APPLICABLE FOR THIS
PROJECT
TAPPING TEE AND VALVE 4
COR STD PLAN 300.5 C-4.00
SAWCUT PAVEMENT
2' OUTSIDE OF
TRENCH EDGES
O OVOO�
Q
3.0'
PATCH SURFACING TO MATCH
EXISTING. MINIMUM 4" ASPHALT
OVER 6" CRUSHED ROCK BASE
FINISH GRADE
SAWCUT PAVEMENT
2' OUTSIDE OF
TRENCH EDGES
....................................
0°0�0°0�0
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) 2.0'
TRENCH BACKFILL PER SECTION
9-03.19 OF WSDOT STD SPECS
BACKFILL IN 8" LOOSE LIFTS (95%
MAX DENSITY)
PIPE BEDDING PER SECTION 9-03.12(3) OF
WSDOT STD SPECS. COMPACT IN 4"
LAYERS (95% MAX DENSITY)
ORANGE PERVIOUS GEOTEXTILE
FABRIC ON SIDES AND BOTTOM. 2"
MINIMUM LAP AT JOINTS
NOTES
11 Y40 AND 22 12 ° BENDS
PIPE CLAMP AND
ANCHOR ROD
D L
A
L
vo Dv
� o D
/ e
L -A�
450 BEND
PIPE CLAMP AND
ANCHORROD
o
D
0 oL pv
L'\^ o
� D
A
D o v o D vo
D c D
-A�
MINIMUM DIMENSIONS
PIPE
SIZE
BEND
VOLUME
(CF)
A
D
L
11 Yq
8
2.0'
3/q"
1.5'
4"
22 Yz
11
2.2'
2.0'
45°
30
3.1'
6"
11 Ya°
11
2.2'
3/4"
2.0'
221/z°
25
2.9'
45°
68
4.1'
8"
111/4
16
2.5'
3/q"
2.0'
22 Yz°
47
3.6'
45°
123
5.0'
12"
11 Y4
32
3.2'
%11
2.0'
221/z°
88
4.5'
3.0'
45°
232
6.1'
2.5'
11 Y4*
70
4.1'
1"
3.0'
16"
22 Y2
184
5.7'
1 Y$
4.0'"
45°
478
7.8'
20"
11 Ya°
91
4.5'
1 Y4"
3.0'
22 Yz°
225
5.1'
4.0'
45°
560
8.2'
11 Y4*
128
5.0'
11/4"
3.5'
24"
221/z°
320
6.8'
13/s"
4.5'
45°
820
9.4'
* D = ANCHOR ROD DIAMETER
NOTES:
1. CONCRETE BLOCKING SIZES BASED ON 200 PSI HYDROSTATIC PRESSURE AND 3,000 PSI CONCRETE.
2. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
3. PIPE CLAMPS AND ANCHOR RODS SHALL BE INSTALLED PER STD PLAN 330.4.
4. FITTINGS SHALL BE POLYWRAPPED AFTER INSTALLATION OF PIPE CLAMPS AND ANCHOR RODS PRIOR TO POURING CONCRETE BLOCKING.
S. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL TRENCHING WITHIN 100' OF VERTICAL BEND IS BACKFILLED AND COMPACTED TO
MINIMUM 3' COVER.
6. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
PUBLIC WORKS CONCRETE BLOCKING
9 DEPARTMENT FOR VERTICAL FITTINGS
CONCRETE BLOCKING
FOR VERTICAL FITTINGS
COR STD PLAN 330.1
1. EXCAVATED SOIL TO BE STOCKPILED AND TESTED FOR CONTAMINATION
PER THE ENVIRONMENTAL REQUIREMENTS FOR THE RENTON SUPERFUND
SITE PROVIDED BY THE PACCAR CORPORATE ENVIRONMENTAL
DEPARTMENT.
2. ALL TRENCHING AND EXCAVATION WORK IN AREAS BELOW THE CLEAN CAP
(IE WITHIN CONTAMINATED SOILS) SHALL BE IN STRICT CONFORMANCE
WITH THE ENVIRONMENTAL REQUIREMENTS FOR THE RENTON SUPERFUND
SITE PROVIDED BY THE PACCAR CORPORATE ENVIRONMENTAL
DEPARTMENT.
3. ALL BACKFILL WORK AND MATERIALS ASSOCIATED WITH ALL TRENCHING
AND EXCAVATION WORK SHALL BE IN STRICT CONFORMANCE WITH THE
ENVIRONMENTAL REQUIREMENTS FOR THE RENTON SUPERFUND SITE
PROVIDED BY THE PACCAR CORPORATE ENVIRONMENTAL DEPARTMENT.
ALL BACK FILLED TRENCHING AND LARGE EXCAVATION AREAS WILL BE
LINED WITH A PERVIOUS GEOTEXTILE FABRIC (ORANGE) TO DELINEATE
CLEAN BACK FILL MATERIAL FROM EXISTING CONTAMINATED SOILS.
STD. PLAN - 330.2
APPROVED:
Martin Pastucha DATE
Public Works Adminis-W,
11140 AND 2212 ° BENDS
PIPE CLAMP AND
ANCHOR ROD
o T T
L o v IA
A
450 BEND
PIPE CLAMP AND
ANCHOR ROD
L JJ��
A
7' D
f - A -1
900 BEND
PIPE CLAMP AND
ANCHOR ROD
MINIMUM DIMENSIONS
PIPE
SIZE
BEND
VOLUME
(CF)
A
D
L
4"
11 Ya
BLOCKING NOT REQUIRED
16 1 2.5' '4" 2.0'
22 Yz°
45°
90°
6"
111/4
BLOCKING NOT REQUIRED
13 2.3' 3/4' 2.0'
22 Yz"
45°
90°
43 3.5' 3/a2.0'
BLOCKING NOT REQUIRED
11 Y4
22 Yz
8"
45°
33
3.2'
3/4°
2.0'
90°
86
4.4'
%ll
2.0'
11 %
BLOCKING NOT REQUIRED
10"
22 YZ
13
2.3'
3j4'
2.0'
45°
64
4.0'
3j4'
2.0'
90°
141
5.2'
V.
3.5'
11 Y4
BLOCKING NOT REQUIRED
22 YZ
20
2.7'
3j4'
2.0'
12"
45°
111
4.8'
3j4'
2.0'
90°
206
5.9'
1 Y.,
4.0'
* D = ANCHOR ROD DIAMETER
MINIMUM DIMENSIONS BASED ON FOLLOWING CONDITIONS:
D v B • PIPE RESTRAINED MINIMUM 36' ON EACH SIDE OF BEND
D • SAFE BEARING LOAD = 1,000 SF
D v o D L • CONCRETE STRENGTH = 3,000 PSI
• CONCRETE WEIGHT= 150 PCF
D A • HYDROSTATIC PRESSURE = 200 PSI
• TRENCH = TYPE 2 FLAT BOTTOM TRENCH WITH LIGHTLY
v v CONSOLIDATED BACKFILL PER ANSI/AWWA C150/A21.50
L -" D • FACTOR OF SAFETY = 1.5
• SOIL FRICTIONAL RESISTANCE BASED ON COHESIVE
GRANULAR SOIL (GC+SC), SAND, GRAVEL, CLAY MIXTURE
A CONCRETE BLOCKING DESIGN MUST BE ADJUSTED FOR
NOTES: VARIANCES IN ANY OF THESE CONDITIONS.
1. NO CHANGE IN PIPE DIRECTION OR DIAMETER SHALL OCCUR WITHIN 36' OF THE VERTICAL BEND. BENDS, TEES, REDUCERS, ETC. BEYOND
THE 36' LIMIT MAY BE RESTRAINED BY STANDARD CONCRETE BLOCKING PER STD PLANS 330.1 AND 330.2.
2. FITTINGS SHALL BE POLYWRAPPED AFTER INSTALLATION OF PIPE CLAMPS AND ANCHOR RODS PRIOR TO POURING CONCRETE BLOCKING.
3. PIPE CLAMPS AND ANCHOR RODS SHALL BE INSTALLED PER STD PLAN 330.4.
4. JOINT RESTRAINT SHALL BE MEGALUG SERIES 1100 OR EQUAL.
5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL TRENCHING WITHIN 100' OF VERTICAL BEND IS BACKFILLED AND COMPACTED TO
MINIMUM 3' COVER.
6. 90° VERTICAL BENDS SHALL ONLY BE INSTALLED WHERE GIVEN PRIOR APPROVAL BY THE CITY.
7. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
8. BACKFILL TRENCH BEYOND 90° VERTICAL BLOCK WITH CRUSHED SURFACING TOP COURSE MATERIAL COMPACTED TO 95% MDD. CRUSHED
BACKFILL SHALL EXTEND 20' BEYOND BLOCK OR TO FIRM BEARING TRENCH WALL, WHICHEVER IS LESS.
9. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
CONCRETE BLOCKING STD. PLAN - 330.3
0PUBLIC WORKS APPROVED:
DEPARTMENT FOR VERTICAL FITTINGS - 6/28/2023
WITH RESTRAINED JOINTS Main Pastucha
Public Works Administrator DATE
CONCRETE BLOCKING FOR VERTICAL
5 FITTINGS WITH RESTRAINED JOINTS 6
C-4.00 COR STD PLAN 330.1 k C-4.00
UTILITY TRENCH r7
SCALE: 1" = 2' C-4.00
E SURVEYED: SCALE:
xxx
DESIGNED:
1 »=20' HORIZOM� HAD 1983/1991
• Call 811DROWN: SAG
N • a two business days 02 PERMIT CORRECTION 02 DRv 5/24/2o2a PK HS/SAG
ONE INCH
before you dig 01 PERMIT CORRECTION 01 DRv 11/30/2023 PK CHECKED: AT FULL SCDATUM
ALE
N IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
o PKS
mm
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
SH
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05/24/2024
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R-428107 W-428107 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 06
DEVELOPMENT ENGINEERING �'
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WATER UTILITY
ABDOUL GAFOUR 07/16/2024 z
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• CITY OF PACCAR-KENWORTH R&D DA5/24/2024 Y
RENTON
R&D BUILDING OFFICE REMODEL FIELDBOOK: Q
PAGE
• DRAWING NO: U
Planning/Building/Public Works Dept. DETAILS C-4.2 1 Q
SHEET: OF:
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