HomeMy WebLinkAboutPACCAR Kenworth - Permit Submittal_Approved 7.16.2024RENTON, WASHINGTON
PACCAR KENWORTH R&D
CIVIL SHEET LIST
C-1.00 COVER SHEET & SHEET INDEX
C-2.00 SITE PLAN
C-3.00 TESC & DEMOLITION PLAN
C-4.00 UTILITY PLAN
C-4.10 UTILITY PROFILE
C-4.20 DETAILS
APPROX APPROXIMATELY
EX EXISTING
CIVIL ABBREVIATIONSEXISTING LEGEND (PER PROJECT SURVEY)
WASHINGTON STATE PLANE COORDINATE SYSTEM, NAD 83/91, NORTH ZONE
4601, PER CITY OF RENTON CONTROL POINT NUMBERS 0452 (WSDOT IS17165)
AND 1847.
BASIS OF MERIDIAN
NAVD 88 - CONSTRAINED TO CITY OF RENTON BENCHMARK 0452 AND 1847.
NOTE: LOCAL CONTROL POINTS SHOWN HEREON WERE DERIVED FROM THE
ABOVE MENTIONED CONTROL. CONTRACTOR TO VERIFY VERTICAL DATUM TO ON
SITE TOPOGRAPHY AND CONTROL POINTS PROVIDED PRIOR TO CONSTRUCTION.
VERTICAL DATUM
UTILITIES SHOWN HEREON ARE PER KPFF AS-BUILT OF SITE SURFACE FEATURES
IN CONJUNCTION WITH UNDERGROUND UTILITY LOCATES PERFORMED BY
OTHERS, AND RECORD INFORMATION PROVIDED BY THE CITY OF RENTON, ALL
UNDERGROUND UTILITIES SHOULD BE CONSIDERED APPROXIMATE ONLY AND
VERIFIED PRIOR TO EXCAVATION.
UTILITY NOTE
R-428101
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call 811
two business days
before you dig
R PRW-428101
PACCAR KENWORTH R&DC23005010LUA23-000230TED-40-4281PACCAR KENWORTH R&DCOVER SHEET & SHEET INDEX
R&D BUILDING OFFICE REMODEL
PACCAR-KENWORTH R&DWTR-27-42811601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com 05/24/2024
1.THIS IS A SUPERFUND SITE AND THE ENVIRONMENTAL REQUIREMENTS FOR
THE RENTON SUPERFUND SITE PROVIDED BY THE PACCAR CORPORATE
ENVIRONMENTAL DEPARTMENT MUST BE FOLLOWED. DURING ALL
SUBSURFACE WORK, ENVIRONMENTAL CONSULTANTS MUST OBSERVE
CONSTRUCTION.
2.ALL ON-SITE CONSTRUCTION PERSONNEL MUST BE 24 HOUR HAZWOPER
TRAINED.
3.CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL WET AND DRY UTILITIES
THAT ARE CAPPED. CONTRACTOR TO COORDINATE WITH UTILITY
COMPANIES TO ENSURE THIS OCCURS.
4.ALL UTILITY TRENCHES SHALL USE FILTER FABRIC ON THE BOTTOM AND
SIDES OF TRENCH TO SEPARATE NATIVE SOILS AND FILL.
5.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.
6.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.
SPECIAL NOTES
DEVELOPMENT ENGINEERING
yqi 07/01/2024
REGIONAL FIRE AUTHORITY
cthomas 07/01/2024
APPROVEDWATER UTILITY
ABDOUL GAFOUR 07/16/2024
41SAWCUT (TYP)ASPHALT PAVEMENT
PROPOSED STAIRS.
REFER TO ARCHITECTURAL.
EXISTING BUILDING
TO REMAIN
PROPOSED BUILDING
OVERHANG
MATCH EXISTING
GRADES (TYP)
348 LF 10" DIP
21 LF 10" DIP 28 LF 10" DIP
EXISTING 15.0' WATER
EASEMENT
EXISTING 15.0' WATER
EASEMENT
EXISTING TEE WITH
GATE VALVE (TYP)5.00' (TYP)5.00' (TYP)5.00'15.00' WATER EASEMENT10.00'15.00'EXISTING GATE
VALVE (TYP)5.00'IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call 811
two business days
before you dig
R PRW-428102
PACCAR KENWORTH R&DC23005010LUA23-000230TED-40-4281PACCAR KENWORTH R&DSITE PLAN
DRAWING CODE
R&D BUILDING OFFICE REMODEL
PACCAR-KENWORTH R&DWTR-27-42810
1 inch = 20 feet
10'20'40'
PROPOSED BUILDING OVERHANG
REFER TO ARCHITECTURAL.
WATER MAIN
SAWCUT
PROPOSED 15FT WATER MAIN
EASEMENT
ASPHALT PAVEMENT
LEGEND
R-428102
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com 05/24/2024
DEVELOPMENT ENGINEERING
yqi 07/01/2024
WATER UTILITY
ABDOUL GAFOUR 07/16/2024
CUT AND CAP EXISTING
10" DIP WATER MAIN
REMOVE EXISTING TEE
AND VALVE
REMOVE EXISTING
CONCRETE BLOCKING
ABANDON EXISTING 10" DIP
WATER MAIN IN PLACE. FILL
ABANDONED PIPE WITH CDF
CUT AND CAP EXISTING
10" DIP WATER MAIN
REMOVE EXISTING
CONCRETE BLOCKING
APPROX. LIMIT
OF WORK
CATCH BASIN PROTECTION
(TYP)
SAWCUT (TYP)
CUT AND INSTALL TEMPORARY 10"
CAP WITH CONCRETE BLOCKING
SEE SHEET C-4.00 FOR
CONNECTION
CUT AND INSTALL TEMPORARY 10"
CAP WITH CONCRETE BLOCKING
SEE SHEET C-4.00 FOR
CONNECTION DETAIL
CUT AND INSTALL TEMPORARY
8" CAP WITH CONCRETE
BLOCKING. SEE SHEET C-4.00
FOR CONNECTION
SILT FENCE (TYP)
SAWCUT (TYP)
APPROX. LIMIT
OF WORK
CUT AND INSTALL TEMPORARY 10"
CAP WITH CONCRETE BLOCKING
SEE SHEET C-4.00 FOR
CONNECTION DETAIL
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call 811
two business days
before you dig
R PRW-428103
PACCAR KENWORTH R&DC23005010LUA23-000230TED-40-4281PACCAR KENWORTH R&DDWG TITLE BOT
TESC & DEMOLITION PLAN
DRAWING CODE
R&D BUILDING OFFICE REMODEL
PACCAR-KENWORTH R&DWTR-27-42810
1 inch = 20 feet
10'20'40'
NOTES
1.PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED.
2.CONSTRUCTION SEQUENCING WILL BE DETERMINED BY THE CONTRACTOR.
EXPECTED SEQUENCING WILL BE:
- TESC INSTALLATION
- SAWCUTTING PAVEMENT
- CAPPING EXISTING WATER MAIN TO REMAIN
- ABANDONING EXISTING WATER MAIN
- CONTRUCT PROPOSED WATER MAIN
- PAVEMENT REPAIR
LEGEND
DEMOLISH EXISTING UTILITY
APPROXIMATE LIMIT OF WORK
SAWCUT
SILT FENCE PER COS STD PLAN 214.00
CAP UTILITY
CATCH BASIN PROTECTION PER STD
PLAN 216.30
DEMOLISH EXISTING ASPHALT
PAVEMENT
R-428103
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com 05/24/2024
DEVELOPMENT ENGINEERING
yqi 07/01/2024
WATER UTILITY
ABDOUL GAFOUR 07/16/2024
41WATER MAIN
PROFILE
1
C-4.10
2
C-4.20
UTILITY TRENCH 7
C-4.21
6
C-4.21
EXISTING WATER MAIN
TO BE ABANDONED
2
C-4.20
EXISTING 10" GATE VALVE
EXISTING 1.5" IRRIGATION
AND 2" DOMESTIC WATER
SERVICE LINES
7.5'MIN10.0'MIN5.0'5.0'10" SLEEVES (MJ)
N=182081.65
E=1303679.65
10" SLEEVES (MJ)
N=182081.72
E=1303675.16
10"X10" SLEEVE (MJ)
N=182084.27
E=1303521.94
1-10"X10"X10" TEE (MJXFL)
1-10" GATE VALVE (FLXMJ)
CONCRETE BLOCKING
1-10"X8" REDUCER (MJXMJ)
1-8" SLEEVE (MJXMJ)
N=182085.38
E=1303495.24
45° VERTICAL BEND (MJ) WITH
CONCRETE BLOCKING
N=182288.53
E=1303497.77
45° VERTICAL BEND (MJ) WITH
CONCRETE BLOCKING
N=182291.53
E=1303497.82
6
C-4.21
45° VERTICAL BEND (MJ) WITH
CONCRETE BLOCKING
N=182307.53
E=1303498.01
45° VERTICAL BEND (MJ) WITH
CONCRETE BLOCKING
N=182310.53
E=1303498.06
6
C-4.21
10"X10" SLEEVE (MJ)
N=182433.10
E=1303519.51
1-10" X 45 DEGREE
BEND (MJ) WITH
CONCRETE BLOCKING
N=182433.26
E=1303506.65
NEW 10" GATE VALVE (MJXMJ)
N=182081.71
E=1303677.40
10" GATE VALVE (MJXMJ)
N=182433.15
E=1303515.40
1-10" X 45 DEGREE
BEND (MJ) WITH
CONCRETE BLOCKING
N=182426.29
E=1303499.50
6
C-4.21
4
C-4.21
4 LF 10" DIP
3
C-4.20
9 LF 10" DIP
10 LF 10" DIP
115 LF 10" DIP
2 LF 10" DIP
16 LF 10" DIP
2 LF 10" DIP 204 LF 10" DIP
27 LF 10" DIP
3
C-4.20
EX 8" DI WEX 10" DI WEX 10" DI W1.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.
NOTES
3
C-4.20
APPROXIMATE LIMIT OF WORK
WATER MAIN
COUPLING. CONNECTION TO
EXISTING WATER MAIN PER CITY
OF RENTON STD DETAIL 300.4
TAPPING TEE. CONNECTION TO
EXISTING WATER MAIN PER CITY
OF RENTON STD DETAIL 300.5
LEGEND
4
C-4.20
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call 811
two business days
before you dig
R PRW-428104
PACCAR KENWORTH R&DC23005010LUA23-000230TED-40-4281PACCAR KENWORTH R&DDWG TITLE BOT
UTILITY PLAN
DRAWING CODE
R&D BUILDING OFFICE REMODEL
PACCAR-KENWORTH R&DWTR-27-42810
1 inch = 20 feet
10'20'40'
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com 05/24/2024
R-428104
DEVELOPMENT ENGINEERING
yqi 07/01/2024
WATER UTILITY
ABDOUL GAFOUR 07/16/2024
20
25
30
35
40
45
50
55
60
20
25
30
35
40
45
50
55
60
1
C-4.00
WATER MAIN PROFILE
SCALE: 1" = 20 H, 1" = 5' V
EX 15" SD
IE=33.13
EX POWER EX POWER
10"X10"X8" TEE
10"X10' SLEEVE
45° HORZ BEND
EX 10" WATER
EX 10" WATER
SEE CONNECTION
DETAILS PER COR
STD PLAN 300.5 ON
SHEETC-4.20
10"X10"
SLEEVE
EX 10"
GV
10" GV 3.40'EX GRADE/
FINISH GRADE
S N
45° VERT BENDS
WITH CONCRETE THRUST BLOCK (TYP)
27 LF 10" DIP2.7'2.4'2.4'204 LF 10" DIP
10" GV
45° HORZ
BEND
10 LF 10" DIP
9 LF 10" DIP
4 LF 10" DIP
115 LF 10" DIP
2.6'3.00'MIN 2 LF 10" DIP
16 LF 10" DIP
2 LF 10" DIP 2.5'EX 6" SD
IE=36.50
ETHAFOAM PAD1.0'0
1 inch = 20 ft. HORZ
10'20'40'
0
1 inch = 5 ft. VERT
2.5'5'10'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call 811
two business days
before you dig
R PRW-428105
PACCAR KENWORTH R&DC23005010LUA23-000230TED-40-4281PACCAR KENWORTH R&DDWG TITLE BOT
UTILITY PROFILE
DRAWING CODE
R&D BUILDING OFFICE REMODEL
PACCAR-KENWORTH R&DWTR-27-42811601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com 06/26/2024
R-428105
1.ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUG SERIES
1100 OR APPROVED EQUAL IN ADDITION TO CONCRETE BLOCKING.
NOTES
DEVELOPMENT ENGINEERING
yqi 07/01/2024
6" THICK
(2'x2')
WATER UTILITY
ABDOUL GAFOUR 07/16/2024
1WATER PLAN GENERAL NOTES
COR STD PLAN 300.0
3
C-4.00
CONNECTION TO WATER MAIN
EXISTING TEE OR END LINE CAP
COR STD PLAN 300.4
2
C-4.00
CONCRETE BLOCKING
FOR HORIZONTAL FITTINGS
COR STD PLAN 330.1
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call 811
two business days
before you dig
R PRW-428106
PACCAR KENWORTH R&DC23005010LUA23-000230TED-40-4281PACCAR KENWORTH R&DDWG TITLE BOT
DETAILS
DRAWING CODE
R&D BUILDING OFFICE REMODEL
PACCAR-KENWORTH R&DWTR-27-4281R-428106
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com 05/24/2024
DEVELOPMENT ENGINEERING
yqi 07/01/2024
WATER UTILITY
ABDOUL GAFOUR 07/16/2024
FINISH GRADESAWCUT PAVEMENT
2' OUTSIDE OF
TRENCH EDGES SAWCUT PAVEMENT
2' OUTSIDE OF
TRENCH EDGES
2.0'2.0'
3.0'6"3.0' MIN COVEROVER PIPE6"10"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)
PATCH SURFACING TO MATCH
EXISTING. MINIMUM 4" ASPHALT
OVER 6" CRUSHED ROCK BASE
ORANGE PERVIOUS GEOTEXTILE
FABRIC ON SIDES AND BOTTOM. 2"
MINIMUM LAP AT JOINTS
4
C-4.00
CONNECTION TO WATER MAIN
TAPPING TEE AND VALVE
COR STD PLAN 300.5
6
C-4.00
CONCRETE BLOCKING FOR VERTICAL
FITTINGS WITH RESTRAINED JOINTS
COR STD PLAN 330.1
5
C-4.00
CONCRETE BLOCKING
FOR VERTICAL FITTINGS
COR STD PLAN 330.1
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call 811
two business days
before you dig
R PRW-428107
PACCAR KENWORTH R&DC23005010LUA23-000230TED-40-4281PACCAR KENWORTH R&DDWG TITLE BOT
DETAILS
DRAWING CODE
R&D BUILDING OFFICE REMODEL
PACCAR-KENWORTH R&DWTR-27-42817
C-4.00
UTILITY TRENCH
SCALE: 1" = 2'
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com 05/24/2024
R-428107
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.
NOTES
DEVELOPMENT ENGINEERING
yqi 07/01/2024
NOT APPLICABLE FOR THIS
PROJECT
WATER UTILITY
ABDOUL GAFOUR 07/16/2024