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1. PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED.
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APPROXIMATE LIMIT OF WORK
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• DESIGNED:
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before you dig o 10 20 40 • a 02 PERMIT CORRECTION 02 0Rv 5/2a/2o2a PK HS/SAG
01 PERMIT CORRECTION 01 DRv 11/30/2023 PK CHECKED: AT FULL DATUM
N DRV IF Nar ONE�INCH
1 inch = 20 feet NO. REVISION BY DATE APPR
APp SCALE ACCORDINGLY
a PKS
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1. CONNECTION TO EXISTING WATER MAIN PER CITY OF RENTON STD DETAIL 300.4
2. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUG SERIES
1100 OR APPROVED EQUAL IN ADDITION TO CONCRETE BLOCKING.
3. ALL CONNECTION TO EXISTING WATER MAIN SHALL BE CONDUCTED BY CITY
FORCES.
4. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES. CONTRACTOR NOT
ALLOWED TO OPERATE VALVES.
LEGEND
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APPROXIMATE LIMIT OF WORK
WATER MAIN
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EXISTING WATER MAIN PER CITY
C-4.20
OF RENTON STD DETAIL 300.4
TAPPING TEE. CONNECTION TO 4
EXISTING WATER MAIN PER CITY
C-4.20
OF RENTON STD DETAIL 300.5
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05/24/2024
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WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
��Y o STD. PLAN - 300.0
r' as + PUBLIC WORKS WATER PLAN GENERAL NOTES
DEPARTMENT
0 MARCH 2O10
WATER PLAN GENERAL NOTES
COR STD PLAN 300.0
900 BEND
450 BEND
A C
CAP / PLUG
TEE
2212° BEND
11 Y40 BEND
MINIMUM BEARING AREA
AGAINST UNDISTURBED SOIL (SF)
PIPE
SIZE
PR
O
O
O
O O
(PSI)RE
4
200
2/(1)
1/(NONE)
1/(NONE)
NONE
NONE
300
3/(2)
2/(2)
2/(1)
3/(1)
1/(1)
1/(1)
NONE
6"
200
4/(3)
3/(2)
1/(NONE)
300
6/(4)
4/(3)
3/(2)
2/(1)
1/(NONE)
8.1300
200
7/(5) 5/(3)
4/(3)
2/(2)
1M)
11/(8) 8/(5)
6/(4)
3/(2)
2/(1)
10"
200
11/(8)
8/(6)
6/(4)
3/(2)
2/(1)
275
16/(11)
11/(7)
9/(6)
5/(3)
3/(2)
3/(2)
12"
200
16/(11)
11/(8)
9/(6)
5/(3)
250
24/(16)
17/(11)
13/(9)
7/(5)
4/(3)
14"
200
22/(13)
16/(11)
12/(8)
6/(4)
3/(2)
250
33/(22)
23A16)
18/(12)
9/(6)
5/(3)
16"
200
29/(19) 21/(14)
16/(11)
8/(6)
5/(3)
225
32/(21) 23/(16)
17/(12)
9/(6)
5/(3)
18"
200
36/(24)
26/(17)
20/(13)
10/(7)
5/(4)
20"
200
45/(29)
32/(21)
24/(16)
13/(8)
7/(4)
24"
200
64/(43)
46/(30)
35/(23)
18/(12)
9/(6)
* VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,000) PSF
MUCK OR PEAT
SOFT CLAY
SAND
SAND AND GRAVEL
CEMENTED WITH CLAY
HARD SHALE
SAFE BEARING LOAD (PSF)
0
1,000
2,000
3,000
4,000
10,000
NOTES:
1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS.
2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING.
3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINST THE FITTING.
4. CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING
JOINT.
5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY
WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE.
6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
7. IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE
REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST.
8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
TESTING CONNECTION
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 (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH TEMPORARY THRUST BLOCKING
10'± �{
nln nn
EXISTING WATER MAIN
EXISTING TEE, CAP, PLUG,
OR DEAD END LINE,
DO NOT DISTURB BLOCKING
of j NEW DI WATER MAIN
I�I►I_QK�I►I►[��iy[�I►1
''PON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
ND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
ND TEMPORARY BLOW -OFF ASSEMBLIES
NAL CONNECTION (BY CITY FORCES)
DI SPOOL
LONG BODY DI SLEEVE (MJ)
o
NEW DI WATERFoa
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
3. LONG BARREL COUPLING FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT O.D. AND
FROM DI TO AC OR TO STEEL PIPE
STD. PLAN - 330.1
.+ PUBLIC WORKS CONCRETE BLOCKING APPROVED:
PUBLIC WORKS CONNECTION TO WATER MAIN
DEPARTMENT FOR HORIZONTAL FITTINGS L_t `� 6/28/2023 DEPARTMENT EXISTING TEE OR END LINE CAP
Martin Pastucha DATE
Public Works Administrator 0
CONCRETE BLOCKING
FOR HORIZONTAL FITTINGS
COR STD PLAN 330.1
2
C-4.00
E SURVEYED: SCALE:
xxx
DESIGNED:
1 a=20' HGRIZOML HA
1983/1991
• Call 811DRAWN: SAG
N • a two business days 02 PERMIT CORRECTION 02 DRV 5/24/2024 PK HS/SAG
ONE INCH DATUM
before you dig 01 PERMIT CORRECTION 01 DRV 11/30/2023 PK CHECKED: AT FULL SCALE
N IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
o PKS
STD. PLAN - 300.4
Martin Pastucha
Public Works Administrator
CONNECTION TO WATER MAIN
EXISTING TEE OR END LINE CAP
COR STD PLAN 300.4
• CITY OF
RENTON
•
Planning/Building/Public Works Dept.
DATE
3
C-4.00
'j' AS H yAA
1q:yff
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1601 5th Avenue, Suite 1600
`d�
J8ER�� �c�sv4
Seattle, WA 98101
SSIONAL E��l
206.622.5822
www.kpff.com
05/24I2024
R-428106 W-428106
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 07/01 /2024
WATER UTILITY
ABDOUL GAFOUR 07/16/2024 '•
PACCAR-KENWORTH R&D DA5/24/2024
R&D BUILDING OFFICE REMODEL IPPAW_OOK:
AGE:
DETAILS
C-4.20
:ET: OF.
06 07
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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
8+�
a a d • Q o o� o NEW DI WATER MAIN
a o
d
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)
a d • 0 0 o0O o NEW DI WATER MAIN
0
d
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
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
0 0
) 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
L
vo Dv A
� o D
/ e
L -A�
450 BEND
PIPE CLAMP AND
ANCHOR ROD
o
D
oL pv
� D
o P P D A
D o v o D vo
D c D
-A�
MINIMUM DIMENSIONS
PIPE
SIZE
BEND
VOLUME
(CF)
A
D
L
11 1/4°
8
2.0'
3/q"
1.5'
4"
22 1/2
11
2.2'
2.0'
45°
30
3.1'
6"
11 Y4
11
2.2'
3/4"
2.0'
22 %*
25
2.9'
45°
68
4.1'
8"
11 Y4*
16
2.5'
3 4"
2.0'
22 Y2
47
3.6'
45°
123
5.0'
12"
11 %4
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'
11/$I'
4.0'
45°
478
7.8'
20"
11 Y4*
91
4.5'
11Y4"
3.0'
22 Y2
225
6.1'
4.0'
45°
560
8.2'
11 Y4*
128
5.0'
11/4"
3.5'
24"
221Yz°
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
Public Works Adminis-W,
DATE
11140 AND 2212 ° BENDS
PIPE CLAMP AND
ANCHOR ROD
° 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 %4
BLOCKING NOT REQUIRED
16 1 2.5' 3 4" 2.0'
22Y2*
45°
90°
6"
111/4
BLOCKING NOT REQUIRED
13 2.3' 3/4' 2.0'
221/z
45°
90°
43 3.5' 3/a2.0'
BLOCKING NOT REQUIRED
11 Y4*
221/s°
8"
45°
33
3.2'
3/4°
2.0'
90°
86
4.4'
3j4'
2.0'
11 %
BLOCKING NOT REQUIRED
10"
22 Y2
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
221Y2
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
oM
DESIGNED: 1 "=20' HRIza I 19W�1991
is
Ca11811 DRAWN: SAG
N two business days 02 PERMIT CORRECTION 02 DRv 5/24/2024 PK HS/SAG
ONE INCH DATUM
before you dig 01 PERMIT CORRECTION 01 DRv 11/30/2023 PK CHECKED: AT FULL SCALE
N IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
o PKS
AS H yA
lcpff
c
1601 5th Avenue, Suite 1600
`d�
18ER�� �c�sv4
Seattle, WA 98101
SSIONAL E��l
206.622.5822
www.kpff.com
05/24/2024
O
LO
N
u
M
Q
J
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R-428107 W-428107 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 06
DEVELOPMENT ENGINEERING :01
yqi 07/01 /2024 cc
O
WATER UTILITY A Or,,
ABDOUL GAFOUR 07/16/2024 z
W
• CITY OF PACCAR-KENWORTH R&D �5/24/2024 Y
RENTON R&D BUILDING OFFICE REMODEL PAGE-OOK: Q
AGE:
• DRAWING NO: U
Planning/Building/Public Works Dept. DETAILS C-4.2 1 Q
SHEET: OF:
07 07 IZ