HomeMy WebLinkAboutCOR FIELD NOTE RECORDS - C18006309 - 601 Monster Road Civil Construction Plans335'485'80'60'30'30'60'50'15'
50'405'210'MONSTER ROAD SWMON
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E
R
R
O
A
D
S
W
40'
30'100'±40'±40'
4 FT RECESSED DOCK FACE
14,680 SF
STORAGE YARD
15'
210'
180'
125'25.7'114'±ELEC TRANS ELEC
25'30'
60'
125'
30'
1
A0.2
13
A0.2VVCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACT
COMPACTCOMPACTCOMPACTCOMPACT
COMPACTCOMPACT
P2
P2
FH
FH
EXIST FH
FH
FH
FDC
FIRE
WALL MOUNTED PIV w/
BACKFLOW LOCATED
WITHIN BUILDING
FH COMPACTCOMPACT
COM
P
ACT
COMPACT
COMPACT
COMPACTCOMPACTB6
B6
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601 MONSTER ROAD SW
A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
PROLOGIS RENTON 9
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before you dig.Call
R
0'80'40'
1"=80'
80'
GENERAL NOTES
CIVIL SHEET INDEX
LEGAL DESCRIPTION
AUTOCAD FILE
DATES OF SURVEY SEE SHT SV1.0
REFERENCE SURVEY SEE SHT SV1.0
VERTICAL DATUM SEE SHT SV1.0
HORIZONTAL DATUM AND
BASIS OF BEARING SEE SHT SV1.0
BENCH MARK SEE SHT SV1.0
SURVEYORS NOTES SEE SHT SV1.0
PROCEDURES/NARRATIVE
UTILITIES
SITE DETAILS VICINITY MAP
DEVELOPER
SURVEYOR
CIVIL ENGINEER
EXISTING UTILITY NOTE
CUT / FILL QUANTITES
LEGEND
PARCEL #
2423049120
PARCEL #
2423049122
PARCEL #
2423049121
PARCEL #
2423049008
PARCEL #
9188000130
COVER SHEETC1.0COLLECTOR ARTERIALPRI
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A
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A
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T
E
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
R-404201
PARCEL #
1323049078
PARCEL #
7229500281
RC ZONING
CO ZONING
SITE BENCHMARK
SEE SHT SV1.0
SURVEY MONUMENTATION NOTE
UTILITY CONFLICT NOTE - CAUTION:
GEOTECHNICAL ENGINEER
SURFACE WATER UTILITY
jfarah 06/26/2019
WATER UTILITY
agafour 06/26/2019
DEVELOPMENT ENGINEERING
rnair 06/26/2019
WASTEWATER UTILITY
dchristen 06/27/2019
REGIONAL FIRE AUTHORITY
cthomas 06/27/2019
APPROVED
APPROVED
06/27/2019 jding
PLANNING DIVISION
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
PROJECT CONDITIONS OF APPROVAL
CONDITIONS OF APPROVAL / (SEPA) DNSPROJECT CONDITIONSC1.1R-404202
(SEPA) DETERMINATION OF NON-SIGNIFICANCE
(SEPA) DETERMINATION OF NON-SIGNIFICANCE
REVISED PER ADMINISTRATIVE
MODIFICATION REPORT & DECISION
APPROVED MAY 21, 2019.
DEVELOPMENT ENGINEERING
rnair 06/26/2019
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
(SEPA) DNS (CONT.) / GEOTECHNICAL INFORMATIONPROJECT CONDITIONSC1.2R-404203
PROJECT GEOTECHNICAL INFORMATION(SEPA) DETERMINATION OF NON-SIGNIFICANCE
PROJECT GEOTECHNICAL INFORMATION
DEVELOPMENT ENGINEERING
rnair 06/26/2019
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
GEOTECHNICAL INFORMATION (CONT.)PROJECT CONDITIONSC1.3R-404204
PROJECT GEOTECHNICAL INFORMATION
PROJECT GEOTECHNICAL INFORMATION
DEVELOPMENT ENGINEERING
rnair 06/26/2019
Know what's below.
before you dig.Call
R
0'50'25'
1"=50'
100'
N
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
KEY NOTES:
LEGEND GENERAL NOTES:
1
6
2
2
2
2
2 17
2
2
3
3
3
4
5
1
7
8
8
8
9
9
9
10
10
11
11
11
11
11
12 12
12
12
12
28
13
13
14 141515 15
15
15
15
15
15
1614
14
14
15
28
6
18 19
20
8
21
21
21
22
2225
26
27
28
2
6
28
1
8
17
17
PARCEL #
2423049120
PARCEL #
2423049122
PARCEL #
2423049121
PARCEL #
2423049008
PARCEL #
9188000130
REMEDIATION NOTES:
24
23
28
29
29
29
2930
30
601 MONSTER ROAD SW
A PORTION OF THE NW 1/4 OF SECTION 24,
TOWNSHIP 23, RANGE 4 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
PROLOGIS RENTON 9
DEMO PLAN AND NOTESC2.0KEY NOTES CONTINUED:
R-404205
31
EXISTING WATER
METER NOTES:
1
7
7
7
7
DEVELOPMENT ENGINEERING
rnair 06/26/2019
SLT
SLT
SLT
SLT
SLT
SLT
SLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLT SLT SLT SLTSLTSLTSLTSLTSLT
SLT
SLT
SLTSLTSLTXMIN AREA 1680 SQ FT 1751 PROVIDED
X
SWSWSWSWSWSWSWSWSWSW
SWSWSWSWSWSWSW SW SW SW SW SW
SW
SW
SW
0'50'25'
1"=50'
100'
N
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
WET SEASON SPECIAL PROVISIONS
KEY NOTES:
1 2
4
SLT
PROVIDE CATCH BASIN PROTECTION.
SEE KEY NOTES.
SILT FENCE , C.O.R. STD PLAN 214.00
WORK / CLEARING LIMITS
TEMPORARY INTERCEPTOR
SWALE, C.O.R. STD. PLAN 217.10
STRAW WATTLES,
C.O.R. STD. PLAN 213.40
GENERAL NOTES
LEGEND
8
9
8
8 8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
11
11
11
11
11
11
11
11
5
6
6
7 TYP
“
”
CONSTRUCTION SEQUENCE
8
8
88
8
8
8
88
8
8
8
8 8
8
8
8 888
8
PARCEL #
2423049120
PARCEL #
2423049122
PARCEL #
2423049121
PARCEL #
2423049008
PARCEL #
9188000130
14
13
12
o
o
o
o
KEY NOTES 12 13 14
601 MONSTER ROAD SW
A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
PROLOGIS RENTON 9
TESC PLAN AND NOTESC2.1Know what's below.
before you dig.Call
R
R-404206
8
o
SW
BMP NOTES:
”
DEVELOPMENT ENGINEERING
rnair 06/26/2019
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
PLASTIC COVERING1 STRAW WATTLES2 SILT FENCE3
STABILIZED CONSTRUCTION ENTRANCE4
CATCH BASIN FILTER5 BLOCK AND GRAVEL CURB INLET PROTECTION6 CURB AND GUTTER BARRIER PROTECTION7
INTERCEPTOR SWALE8
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R
TESC DETAILSC2.2R-404207
DEVELOPMENT ENGINEERING
rnair 06/26/2019
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
SEDIMENT TRAP1 SEDIMENT POND PLAN VIEW
AND CROSS SECTIONS2 SEDIMENT POND RISER DETAIL3
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R
TESC DETAILSC2.3R-404208
DEVELOPMENT ENGINEERING
rnair 06/26/2019
273'
272'
230'
3
C3.
1
1
C3.1
2C3.14
C3.11C3.21C3.22,3,4C3.2VKnow what's below.
before you dig.Call
R
0'50'25'
1"=50'
100'
N
GENERAL NOTES:
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
WALL HEIGHT TABLE:
601 MONSTER ROAD SW
A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
PROLOGIS RENTON 9
GRADING AND DRAINAGE PLANC3.0STORM NOTES & STRUCTURE TABLE:
HANDICAPPED DETAIL #11
R-404209
PRIVATE PROJECT STORM NOTES:
KEY NOTES:
1 REFER TO SHEET C2.1 FOR SOIL CONDITIONS
AND EXCAVATION WITHIN THESE AREAS.
1
1
MONSTER RD. SW
STORM NOTES &
STRUCTURE TABLE:
SURFACE WATER UTILITY
jfarah 06/26/2019
DEVELOPMENT ENGINEERING
rnair 06/26/2019
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
UTILITY PROFILESC3.1R-404210W-404201
S-404201
STORM NOTES:
WATER NOTES:
MONSTER ROAD PROFILE NOTES:
SURFACE WATER UTILITY
jfarah 06/26/2019
WATER UTILITY
agafour 06/26/2019
DEVELOPMENT ENGINEERING
rnair 06/26/2019
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
UTILITY PROFILESC3.2R-404211W-404202S-404202
STORM NOTES:
WATER NOTES:
MONSTER ROAD PROFILE NOTES:
SURFACE WATER UTILITY
jfarah 06/26/2019
WATER UTILITY
agafour 06/26/2019
DEVELOPMENT ENGINEERING
rnair 06/26/2019
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTSCATCH BASIN TYPE 11 CATCH BASIN TYPE 1P2 CATCH BASIN TYPE 23
CATCH BASIN INSTALLATION4
OPEN CURB FACE FRAME AND GRATE
INSTALLATION DETAIL5
STORM NOTES AND DETAILSC3.3R-404212
SURFACE WATER UTILITY
jfarah 06/26/2019
DEVELOPMENT ENGINEERING
rnair 06/26/2019
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTSRECTANGULAR SOLID METAL COVER RECTANGULAR VANED GRATE
CB#17 TYPE II, 60"Ø
RECTANGULAR FRAME1
PIPE ZONE BEDDING - RIGID PIPE
CB#15 TYPE II, 72"Ø - FLOW SPLITTER DETAIL
2 3
8
7
4 CB#19 TYPE I, FLOW DIVERTOR9
PIPE ZONE BEDDING - FLEXIBLE PIPE5 TYPICAL TRENCH AND BACKFILL6
STORM NOTES AND DETAILSC3.4R-404213
SURFACE WATER UTILITY
jfarah 06/26/2019
DEVELOPMENT ENGINEERING
rnair 06/26/2019
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
CB#16 BIO-CLEAN VAULT DETAIL
1 2
3
COALESCING PLATE OIL/WATER SEPARATOR COALESCING PLATE OIL/WATER SEPARATOR
R-404214
4 SOIL AMENDMENT SECTIONS
5 TRENCH DRAIN DETAIL
STORM NOTES AND DETAILSC3.5SURFACE WATER UTILITY
jfarah 06/26/2019
DEVELOPMENT ENGINEERING
rnair 06/26/2019
273'
272'
230'VVCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT60.0
TRASH ENCLOSURE
SEE ARCHITVCTURAL
SITE PLAN FOR
ADDITIONAL INFORMATION.
ICVCICICVC VCVCVCVCVC
VC
VC9' TYP 20' TYP 25'
R3.0'
WALL
WALL
R15.0'
R10.0'
R15.0'
R5.0'
R20.0'VCVCVC
VC
VCVCVCVCVCVCVC
VC
VC
VC
VC
VCVCVC
VCVCVCVC
VC
ICVCVCVCVC
20'
20'
55'
9' TYP 12.5'12.5'R3.0'
R10.0'
4.5' TYP
R25.0'
25'
20'20'
R10.0'
R25.0'
R21.0'R20.0'
20'30'20'
R3.0'
R45.0'
R20.0'
R10.0'
8.5' TYP 16' TYP
4.5' TYP
12.5'12.5'5.0
R3.0'
R3.0' TYP.
R10.0'
12.5
'
12.5'
20'
16'
16'
Know what's below.
before you dig.Call
R
0'50'25'
1"=50'
100'
N
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
PAVING GENERAL NOTES:
LIGHT TRAFFIC AND PARKING2"4"6"1/2"3
ONSITE CEMENT CONC.
VERTICAL CURB 4 SIGN MOUNTING DETAIL12"6"3"HEAVY DUTY
1 ONSITE ASPHALT CONCRETE PAVEMENT
PAVING LEGEND:
601 MONSTER ROAD SW
A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
PROLOGIS RENTON 9
PAVING, HORIZONTAL CONTROL PLAN AND DETAILSC4.0R-404215
BENCHMARK
2 ONSITE CEMENT CONCRETE. SIDEWALK
WIDTH VARIES SEE PLANS
KEY NOTES:
1 INSTALL 12"x18" SIGN STATING
"PARKING AREA FOR BLACK RIVER
RIPARIAN FOREST PARK" PER C.O.R.
STD PLAN 129, DETAIL #4, SHEET C4.0
1
273'
272'
230'VVCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT3
C3.1
1
C3.1
2C3.14
C3.11C3.21C3.22,3,4C3.2Know what's below.
before you dig.Call
R
0'50'25'
1"=50'
100'N
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
GENERAL NOTES:
601 MONSTER ROAD SW
A PORTION OF THE NW 1/4 OF SECTION 24,
TOWNSHIP 23, RANGE 4 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
PROLOGIS RENTON 9
SANITARY SEWER, WATER & FIRE PLAN
COMPOSITE STORMWATER, DRY UTILITIESC5.0R-404216W-404203
S-404203
CROSSING TABLE
CROSSING #FINISHED GRADE PIPE 1 PIPE 2 DIFF
1 26.40 12" DI WATER 8" PVC SEWER
IE=20.60 CROWN=19.27 1.33'
2 26.19 8" CPEP STORM 8" PVC SEWER
IE=22.85 CROWN=19.42 3.43'
3 26.32 12" DI WATER 8" DI STORM
CROWN=21.42 IE=22.67 1.25'
4 27.81 12" DI WATER 18" CPEP STORM
IE=22.71 CROWN=21.44 1.27'
5 26.41 12" DI WATER 18" CPEP RD
IE=21.31 CROWN=20.59 0.72' *
6 25.26 12" DI WATER 8" CPEP STORM
CROWN=21.26 IE=21.69 0.43' *
7 26.23 8" CPEP STORM 18" CPEP RD
IE=20.96 CROWN=19.47 1.49'
8 29.69 12" DI WATER 18" CPEP STORM
IE=23.36 CROWN=22.36 1.00'
9 26.46 2" DOMESTIC WATER 12" CPEP STORM
IE=24.21 CROWN=23.13 1.08'
10 31.46 12" DI WATER EX. 10" STORM ADS
CROWN=25.56 IE=27.08 1.52'
1
2
3
5
6
8
7
2.0" DOMESTIC AND 1.5" IRRIGATION METER1
* MINIMUM REQUIRED VERTICAL SEPARATION BETWEEN UTILITY PIPES AT CROSSING IS 1.0 FEET.
ETHOFOAM PAD SHALL BE PROVIDED BETWEEN UTILITIES PIPES AT CROSSINGS WHERE THE 1.0 FOOT
VERTICAL SEPARATION IS NOT AVAILABLE.
1
C5.0
10
9
WATER KEY NOTES:
4
KEY NOTES:
1 RELOCATE EXISTING UTILITY VAULT.
COORDINATE WITH UTILITY PURVEYOR.
APPROXIMATE RELOCATION SHOWN SUBJECT
TO FINAL UTILITY PURVEYOR APPROVAL. SEE
SHEET C6.0 FOR LOCATIONS.
2 REMOVE EXISTING POWER POLE. SEE
GENERAL NOTE #1, THIS SHEET.
3 REFER TO BMP NOTES, KEYNOTE #12 AND
DETAIL 4 ON SHEET C5.2 FOR SOIL CONDITIONS
AND EXCAVATION WITHIN THIS AREA.
3
1
1
2
2
2
4
4 REFER TO BMP NOTES, KEYNOTE #13 AND
DETAIL 5 ON SHEET C5.2 FOR SOIL CONDITIONS
AND EXCAVATION WITHIN THIS AREA.
11
12
13
14
11 28.61 6" DI WATER 18" CPEP STORM
IE=24.03 CROWN=22.54 1.49'
12 26.84 12" DI WATER 12" CPEP STORM
CROWN=22.84 IE=23.58 0.74'
13 28.08 6" DI WATER 18" CPEP STORM
CROWN=20.91 IE=21.41 0.50'
14 27.75 12" DI WATER 18" CPEP STORM
CROWN=20.97 IE=21.47 0.50'
WATER UTILITY
agafour 06/26/2019
DEVELOPMENT ENGINEERING
rnair 06/26/2019
WASTEWATER UTILITY
dchristen 06/27/2019
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTSCONNECTING TO WATER MAIN WITH TEE AND VALVE1 CONNECTION TO WATER MAIN AT END LINE CAP2
4 INSIDE BUILDING INSTALLATION FOR 3"
AND LARGER DDCVA5
WATER UTILITY NOTES AND SPECIFICATIONS
1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT
ALL TIMES DURING CONSTRUCTION.
2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE
POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555.
4.AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING.
5.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED
BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
6.ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM
TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA
C105/A21.5-93 STANDARDS.
7.CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH
ANSI/AWWA C104/ 421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94.
THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA
C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED
JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/ A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/ A21.10-87 SHALL BE OBTAINED BY
THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
8.GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509).VALVES SHALL BE
DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
9.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN
VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS
PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER
CLOCKWISE (LEFT).
10.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH
SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES.
11.THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT
ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER
GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE.
12.FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- 655 SAFETY YELLOW OR APPROVED EQUAL.
13.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
15.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH
GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR.
16.ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING PIGS” PRIOR TO DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL,
2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF “PIG” ONLY.
17.“PIGS” SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
18.ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE
WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT
EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
19.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE
AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE.
20.A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
21.TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22.IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
23.INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE
BEEN MADE TO THE CITY OF RENTON.
24.ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP
CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE
CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS.
25.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY DEVELOPMENT
SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP
AS-BUILT DRAWINGS.
26.CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.
27.ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO,
OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
28.ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE
CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO
AN EXISTING EXPANSION JOINT.
29.A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF
RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH.
30.FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40
IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.
FIRE HYDRANT ASSEMBLY3
WATER NOTES AND DETAILSC5.1W-404204
2 AND 1 1
2" WATER SERVICE WATER UTILITY
agafour 06/26/2019
BY FERGUSON WATERWORKS
DEVELOPMENT ENGINEERING
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
CONCRETE BLOCKING FOR HORIZONTAL AND
DOWNWARD VERTICAL BENDS1 CONCRETE BLOCKING FOR VERTICAL FITTINGS2
3
4" TO 2" DOUBLE CHECK VALVE ASSEMBLY FOR
IRRIGATION OR RESIDENTIAL FIRE SPRINKLER3
WATER NOTES AND DETAILSC5.2W-404205
PIPE BEDDING AND BACKFILL SECTION5
VERTICAL SIDES OF TRENCH TO MINIMIZE
EXCAVATION. ADEQUATLY BRACE TO MEET ALL
SAFETY CODES AND REGULATIONS.FINAL BACKFILLINITIALBACKFILL1'-0"
MAX
1'-0"
MAX 4'-0" MIN6"COMPACTED PIPE BEDDING
IN 4" LAYERS
(95% MAX DENSITY)
BACKFILL TO MATCH
EXISTING GRADE
EXISTING GRADE
IMPORT COMPACTED
BACKFILL LAID IN 8" LOOSE
LIFTS (95% MAX. DENSITY)
60-MILS HDPE (HIGH DENSITY
POLYETHYLENE) LINER ON SIDES
AND BOTTOM OF TRENCH. 2" MIN.
OVERLAP AT JOINT
PIPE (W/ POLYWRAP)2'-0"MAXNOTE:
1.REFER TO BMP NOTES ON SHEET C2.1 REGARDING DIRECT TRUCK LOADING AND EXCAVATION.
2.REFER TO KEY NOTES 12 & 13 ON SHEET C2.1 REGARDING PUMPING OF THE STORM/GROUND WATER
EXPOSED TO CONTAMINATED SOILS TO THE SEDIMENT TANKS AND DISCHARGE TO THE SEWER.
3.A REPRESENTATIVE FROM FLOYD/SNIDER SHALL BE ONSITE DURING THE EXCAVATION IN THE AREAS
OF AOC1 AND AOC2 TO OBSERVE SOILS FOR CONTAMINATION AND DIRECT LOADING OF TRUCKS.
REDUCED PRESSURE BACKFLOW ASSEMBLY IN HOT BOX4
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTSSTANDARD SANITARY MANHOLE1 MANHOLE FRAME AND COVER2 8" OR 6" CLEANOUT3
SEWER MANHOLE MARKER POST4 PIPE BEDDING FOR SANITARY SEWERS5
SANITARY SEWER NOTES AND SPECIFICATION
’
’
AIR TEST TABLE FOR SANITARY SEWER6
SEWER NOTES AND DETAILSC5.3S-404204
DEVELOPMENT ENGINEERING
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
0'20'10'
1"=20'
40'
N
601 MONSTER ROAD SW (EAST)
A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
PROLOGIS RENTON 9
OFFSITE IMPROVEMENTS PLAN AND PROFILE
MONSTER ROAD SW (EAST) COLLECTOR ARTERIALC6.03
C6.2
2
C6.2
1
C6.2
R-404217
GENERAL NOTES:
1.ALL EXISTING OVERHEAD UTILITIES SHALL BE BURIED ALONG PROJECT STREET FRONTAGE IF IN USE AND
REQUIRE TO REMAIN AS SUCH BY SERVICING UTILITY. UNDERGROUNDING OF EXISTING POWER LINES IN ALL STREET
FRONTAGES IS REQUIRED BY CITY CODE.
4
C6.2
1
1
1 2
1
C6.0
SIDEWALK DETAIL #11 N
KEY NOTES:
1 RELOCATE EXISTING UTILITY VAULT.
COORDINATE WITH UTILITY PURVEYOR.
APPROXIMATE RELOCATION SHOWN SUBJECT
TO FINAL UTILITY PURVEYOR APPROVAL. SEE
TABLE THIS SHEET.
2 REMOVE EXISTING POWER POLE. SEE
GENERAL NOTE #1, THIS SHEET.
DEVELOPMENT ENGINEERING
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
0'20'10'
1"=20'
40'
N
601 MONSTER ROAD SW (NORTH)
A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
PROLOGIS RENTON 9
OFFSITE IMPROVEMENTS PLAN AND PROFILE
MONSTER ROAD SW (NORTH) PRINCIPAL ARTERIALC6.1GENERAL NOTES:
1.ALL ELEVATIONS ARE TOP BACK OF CURB UNLESS OTHERWISE NOTED.
2.ALL EXISTING OVERHEAD UTILITIES SHALL BE BURIED ALONG PROJECT STREET FRONTAGE IF IN USE AND
REQUIRE TO REMAIN AS SUCH BY SERVICING UTILITY. UNDERGROUNDING OF EXISTING POWER LINES IN ALL
STREET FRONTAGES IS REQUIRED BY CITY CODE.
R-404218
KEY NOTES:
1 REMOVE EXISTING POWER POLE. SEE
GENERAL NOTE #2, THIS SHEET.
1
1
SIDEWALK DETAIL #11
N
1
C6.1
DEVELOPMENT ENGINEERING
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
0'20'10'
1"=20'
40'
N
601 MONSTER ROAD SW (NORTH)
A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
PROLOGIS RENTON 9
OFFSITE IMPROVEMENTS PLAN AND PROFILE
MONSTER ROAD SW (NORTH) PRINCIPAL ARTERIALC6.2HANDICAPPED DETAIL #33
HANDICAPPED DETAIL #22
HANDICAPPED DETAIL #11
3
C6.2
R-404219
4
C6.2
N
N
N
GENERAL NOTES:
1.ALL ELEVATIONS ARE TOP BACK OF CURB UNLESS OTHERWISE NOTED.
2.ALL EXISTING OVERHEAD UTILITIES SHALL BE BURIED ALONG PROJECT STREET FRONTAGE IF IN USE AND
REQUIRE TO REMAIN AS SUCH BY SERVICING UTILITY. UNDERGROUNDING OF EXISTING POWER LINES IN ALL
STREET FRONTAGES IS REQUIRED BY CITY CODE.
HANDICAPPED DETAIL #44
SIGNAGE &
CHANNELIZATION NOTES:
1.REFER TO CHANNELIZATION PLAN SHEETS FOR
ADDITIONAL CROSSWALK, STOP BAR AND
CROSSING SIGNAGE INFORMATION.
ADA RAMP-LANDING NOTES:
1.MAXIMUM SLOPE IN ALL DIRECTIONS IS 1.5% FOR ALL
RAMP LANDINGS.
N
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTSCEMENT CONCRETE SIDEWALK1 UTILITY PLACEMENT IN CEMENT CONCRETE SIDEWALK2 CURB AND GUTTER REPLACEMENT DETAIL3
CEMENT CONCRETE DRIVEWAY
ENTRANCE - TYPE C1B, C2B,
C3B, AND C-MAXB (WITH BUFFER)
5
CEMENT CONCRETE DRIVEWAY
ENTRANCES - NOTES AND DETAILS4
TYPICAL TRANVERSE PATCH FOR FLEXIBLE
PAVEMENT OR RIGID PAVEMENT WITH OVERLAY6 TYPICAL PATCH FOR RIGID PAVEMENT WITHOUT ASPHALT CONCRETE OVERLAY7
OFFSITE NOTES AND DETAILSC6.3R-404220
DEVELOPMENT ENGINEERING
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8.0' LS
ADJUSTED PROP LINE
(ROW DEDICATION)
EXIST PROP LINE
EXIST ROW
CTRLINE
40.0'
EXIST CURB AND GUTTER W/
EXIST ROW STORM
8.0' SW
1' MIN.
**
**
EXIST STREET LIGHTS
TO REMAIN
EXISTING GRADE @ SECTION
10.0' LANDSCAPE
C.O.R. STD PLAN
102 & 102.1, SHT
C6.3
ROW
DEDICATION
(6.5' TO 9.3')
1.5%
0.5' CURB
ADJUSTED PROP LINE
(ROW DEDICATION)
EXIST PROP LINE
EXIST ROW
CTRLINE
40.0'
ROW
DEDICATION
(6.5' TO 9.3')
DRIVEWAY
APPROACH
1' MIN.
8.0' SW
EA. SIDE
PER C. O. R. STD PLAN
104.4, SHT. C6.3
EXISTING GRADE @ SECTION
10.0' LANDSCAPE
C.O.R. STD PLAN
102 & 102.1, SHT
C6.3
NEW CURB @ DRIVEWAY W/
EXIST STORM STRUCTURES &
PIPE TO REMAIN
SAWCUT EX. ROAD 2'
MIN. FROM EXISTING
FLOWLINE TO FORM A
NEAT LINE EDGE. SEE
C.O.R. STD PLAN 103.
SHT C6.3
1.5%12H:1V MAX.
EXIST CURB AND GUTTER W/
EXIST STORM STRUCTURES &
PIPE TO REMAIN
**
EXIST ROW
CTRLINEVARYING WIDTH LS8.0' SW
**
PROPOSED PARK
PARKING AREA
COMBINED ROW & PARK PROPROPERTY
EXISTING GRADE @ SECTION
EXIST STREET LIGHTS
TO REMAIN
C.O.R. STD PLAN
102 & 102.1, SHT
C6.3
0.5' CURB
1.5%
EXISTING PARKING
SURFACE
4:1 SLOPE
PROPOSED ONSITE
LANDSCAPE
3.9' APPROXWALL HT3.0'6'
SW
SAWCUT EX. ROAD 6" MIN. FROM EXISTING
FOGLINE TO FORM A NEAT LINE EDGE. SEE
C.O.R. STD PLAN 103, SHT. C6.3
8.0' LS
EX. SLOPE VARIES
ADJUSTED PROP LINE
(ROW DEDICATION)
ROW
DEDICATION
(0' TO 6.7')
10.0' LANDSCAPE
EXIST PROP LINE
EXIST ROW
CTRLINE
30.0'
VARIES 0' TO 5.5'
MATCH EX. ROAD
CROSS SLOPE APPROX LOCATION OF
EXISTING 'BUTTONS'
16'
11' DRIVE LANE5' BIKE
LANEC.O.R. STD PLAN
102 & 102.1, SHT.
C6.3
CURB AND GUTTER, C.O.R. STD.
PLAN 103 ,SHT C6.3 W/ NEW
ROW STORM
0.5' CURB
1.5%
EXIST PROP LINE
EXIST ROW
CTRLINE
30.0'
APPROX LOCATION OF
EXISTING 'BUTTONS'
**
8.0' LS
EXISTING PARKING
SURFACE
4:1 SLOPE
PROPOSED ONSITE
LANDSCAPE
ROW LANDSCAPE
4:1 MAX SLOPE
10.0' LANDSCAPE
7.0' APPROXWALL HTSAWCUT EX. ROAD 6"
MIN. FROM EXISTING
FOGLINE TO FORM A
NEAT LINE EDGE. SEE
C.O.R. STD PLAN 103,
SHT. C6.3
MATCH EX. ROAD
CROSS SLOPE
EX. SLOPE VARIES
16'
11' DRIVE LANE5' BIKE
LANE
VARIES 0' TO 5.5'
3.0'6'
SW
EXISTING GRADE @ SECTION
C.O.R. STD PLAN
102 & 102.1, SHT.
C6.3
CURB AND GUTTER,
C.O.R. STD. PLAN 103
,SHT C6.3 W/ NEW ROW
STORM
0.5' CURB
1.5%
ADJUSTED PROP LINE
(ROW DEDICATION)
EXIST PROP LINE
EXIST ROW
CTRLINE
ROW
DEDICATION
(0' TO 6.7')
APPROX LOCATION OF
EXISTING 'BUTTONS'16'
11' DRIVE LANE5' BIKE
LANE
SAWCUT EX. ROAD 6"
MIN. FROM EXISTING
FOGLINE TO FORM A
NEAT LINE EDGE. SEE
C.O.R. STD PLAN 103.
SHT C6.3
4:1 SLOPE (MAX.)
PROPOSED ONSITE
LANDSCAPE
10.0' LANDSCAPE
ONSITE PARKING
SURFACE
MATCH EX. ROAD
CROSS SLOPE
CURB AND GUTTER,
C.O.R. STD. PLAN 103
,SHT C6.3 W/ NEW ROW
STORM
EX. SLOPE VARIES
30.0'
VARIES 0' TO 5.5'
EXISTING GRADE
@ SECTION
1' MIN.
6'
SW
8.0' LS
C.O.R. STD PLAN 102
& 102.1, SHT. C6.3
0.5' CURB
1.5%
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
DETECTABLE WARNING SURFACES1
OFFSITE SECTIONS, NOTES AND DETAILSC6.4R-404221
PERPENDICULAR CURB RAMP2
3
4
5
6
7
8
DEVELOPMENT ENGINEERING
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(FOR REFERENCE ONLY)BOUNDARY & TOPOGRAPHY SURVEYSV1.0IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
R-404222
(FOR REFERENCE ONLY)BOUNDARY & TOPOGRAPHY SURVEYSV1.1IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
R-404223
(FOR REFERENCE ONLY)BOUNDARY & TOPOGRAPHY SURVEYSV1.2IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9
601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
Client:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTS
R-404224
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
APPROVED06/27/2019 jdingPLANNING DIVISION
VCOMPACTIN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
PROLOGIS RENTON 9601 MONSTER ROAD SWPROLOGIS RENTON 9
LUA 18-000237 C18-006309PROLOGIS RENTON 9 PR18-00015512720 Gateway Dr., Suite 110Tukwila, WA 98168206-414-7625Client:TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-08655-16-20191
CHANNELIZATION PLANC-404201AHEADUSECROSSWALKUSECROSSWALKDEVELOPMENT ENGINEERINGrnair 06/26/2019TRANSPORTATION OPERATIONcbarnes 06/27/2019
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
PROLOGIS RENTON 9601 MONSTER ROAD SWPROLOGIS RENTON 9
LUA 18-000237 C18-006309PROLOGIS RENTON 9 PR18-00015512720 Gateway Dr., Suite 110Tukwila, WA 98168206-414-7625Client:TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-08655-16-20191
CHANNELIZATION PLANC-404202AHEADUSECROSSWALKUSECROSSWALKDEVELOPMENT ENGINEERINGrnair 06/26/2019TRANSPORTATION OPERATIONcbarnes 06/27/2019
DEVELOPMENT ENGINEERING
rnair 06/26/2019
TRANSPORTATION OPERATION
cbarnes 06/27/2019
VCOMP
A
C
T
COMP
A
C
T
COMPA
C
T COMPACTIN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
PROLOGIS RENTON 9601 MONSTER ROAD SWPROLOGIS RENTON 9
LUA 18-000237 C18-006309PROLOGIS RENTON 9 PR18-00015512720 Gateway Dr., Suite 110Tukwila, WA 98168206-414-7625Client:TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-08655-16-20191
ILLUMINATION PLAN····T-404201DEVELOPMENT ENGINEERINGrnair 06/26/2019TRANSPORTATION OPERATIONcbarnes 06/27/2019
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
PROLOGIS RENTON 9601 MONSTER ROAD SWPROLOGIS RENTON 9
LUA 18-000237 C18-006309PROLOGIS RENTON 9 PR18-00015512720 Gateway Dr., Suite 110Tukwila, WA 98168206-414-7625Client:TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-08655-16-20191
ILLUMINATION PLAN··T-404202DEVELOPMENT ENGINEERINGrnair 06/26/2019TRANSPORTATION OPERATIONcbarnes 06/27/2019
DEVELOPMENT ENGINEERING
rnair 06/26/2019
TRANSPORTATION OPERATION
cbarnes 06/27/2019
DEVELOPMENT ENGINEERING
rnair 06/26/2019
TRANSPORTATION OPERATION
cbarnes 06/27/2019