HomeMy WebLinkAboutF_601 Monster_APPROVED Water Main Connection at Monster_20191101.pdf273'
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C3.1
1
C3.1
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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'
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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.
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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'
8 REVISED WATER CONNECTION PER CONFLICT WITH HP GAS MAIN STN 10/30/19
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10-30-2019DEVELOPMENT ENGINEERING
bbannwarth 11/01/2019