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EXIST GRP
DESIGNED BY:
M. ROUGH
DRAWN BY:
M. ROUGH
CHECKED BY:
M. STARLING
APPROVED BY:
M. ROUGH
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SUBMITTED BY:
10/24/2025 R. PARGAS
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CENTER PROPOS D PIPEco
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GENERAL NOTES:
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1. VERIFY DEPTHS AND HORIZONTAL LOCATIONS
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OF ALL UTILITIES.
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2. WATER MAINS ARE ASSUMED TO HAVE 4' OF
COVER FOR 12" PIPE AND 3' OF COVER FOR 8"
CV
PIPE UNLESS OTHERWISE SHOWN ON THE
V
PLANS.
3. ALL EXISTING UTILITY LOCATIONS SHOWN IN
PLAN AND PROFILE ARE QUALITY LEVEL D PER
ASCE 38-02 STANDARD GUIDELINE FOR THE
COLLECTION AND DEPICTION OF EXISTING
UTILITY SUBSURFACE DATA. BASE MAP WILL
BE UPDATED WHEN SUBSURFACE UTILITY
ENGINEERING IS COMPLETED.
4. PROVIDE 10' HORIZONTAL SEPARATION FROM
PARALLEL STORM LINES OR SEWER LINES
PER DEPARTMENT OF ECOLOGY STATE OF
WASHINGTON, CRITERIA FOR SEWAGE WORKS
DESIGN (ORANGE BOOK). WATER AND SEWER
OR STORM DRAIN SHALL HAVE 18" MINIMUM
VERTICAL SEPARATION.
5. WATER LINES SHALL BE PROTECTED FOR
SEWER LINES OR STORM LINES PASSING
OVER WATER LINES. SEE SPECIAL
REQUIREMENTS PER DEPARTMENT OF
ECOLOGY STATE OF WASHINGTON, CRITERIA
FOR SEWAGE WORKS DESIGN (ORANGE
BOOK) C1-9.1.4.B.
6. ALL NEW DUCTILE -IRON WATER MAINS SHALL
BE RESTRAINED -JOINT PIPES. GASKETS FOR
PUSH -ON JOINT PIPE WITH INTEGRALLY
MOLDED STEEL OR METAL TEETH ARE NOT
ALLOWED AS SUBSTITUTES FOR
RESTRAINED -JOINT PIPES.
7. ALL FITTINGS AND VALVES WITH MECHANICAL
ENDS SHALL HAVE A WEDGE -TYPE
RESTRAINED RETAINER GLAND (E.G"
MEGALUG SERIES 1100, ROMAC ROMAGRIP,
OR APPROVED EQUAL) IN ADDITION TO
CONCRETE THRUST BLOCKS.
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BRT General Engineering Consultant
DATE: REVIEWED BY:
12/10/2024 J. ALTCHECH
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CONTRACT No.:
RTA/CN 0205-24
DATE:
DATE:
12/10/2024
12/10/2024
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WATER UTILITY [DEVELOP
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ABDOUL GAFOUR 11/12/2025 msippo 11 /25/2025 W-433212
156+00
STRIDE BUS RAPID TRANSIT DRAWING No.:
SOUTH RENTON TRANSIT CENTER BT120-UWV101
BT105 FACILITY ID:
UTILITIES BT120
SHEET No.: REV:
WATER PROFILE
S RENTON TRANSIT CENTER 221 A