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1 »=20' HGRIZOMAL-: ND 1983/1991
• DESIGNED:
� Call 811 DROWN: SAG
N o 10 20 40 • a two business days 02 PERMIT CORRECTION 02 0Rv 5/2a/2o2a PK HS/SAG
01 PERMIT CORRECTION 01 oRv 11/30/2023 PK CHECKED: ONE INCH DATUM
N before you dig -47 DRV IFAT FULL Nar ONE�INCH
1 inch = 20 feet NO. REVISION BY DATE APPR
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1. PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED.
2. CONSTRUCTION SEQUENCING WILL BE DETERMINED BY THE CONTRACTOR. C)
EXPECTED SEQUENCING WILL BE: LO
- TESC INSTALLATION C)
- SAWCUTTING PAVEMENT N
- CAPPING EXISTING WATER MAIN TO REMAIN U
- ABANDONING EXISTING WATER MAIN
- CONTRUCT PROPOSED WATER MAIN
- PAVEMENT REPAIR
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LEGEND N
DEMOLISH EXISTING UTILITY
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APPROXIMATE LIMIT OF WORK
------------ - - - - -- SAWCUT
SILT FENCE PER COS STD PLAN 214.00
I CAP UTILITY
® CATCH BASIN PROTECTION PER STD
PLAN 216.30
DEMOLISH EXISTING ASPHALT
PAVEMENT
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1601 5th Avenue, Suite 1600
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Seattle, WA 98101
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206.622.5822
www.kpff.com
05/24/2024
R-428103 W-428103
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