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DESIGNED BY:
M. ROUGH
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DRAWN BY:
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10/24/2025
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CoR Permit Revision - CNWD #001
CHECKED BY:
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06/13/2025
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ADDENDUM#1
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12/10/2024
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ISSUED FOR BID
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APPROVED BY:
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DATE
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IREVISION
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40 40
EXIST GRADE
35 35
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HYDRANT
30 '30
FINISH GRADE
25 l 25
00
16LF6"DI w
20 20
15 15
CONNECT TO INSTALL ETHAFOAM PAD
12" DI WATER BETWEEN WATER AND
SD PIPES
10 - 10
5 5
M
44
NON
FIRE HYDRANT IN RAINIER AVE S
SCALE: H 1:20, V 1:5 BT120-UWP102&203
40 40
35 35
EXIST GRADE o NEW FIRE
FINISH GRADE � HYDRANT
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10 10
5 5
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FIRE HYDRANT IN TRANSIT CENTER F a
SCALE: H 1:20, V 1:5 BT120-UWP106
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SUBMITTED BY:
10/24/2025 R. PARGAS
40
35
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30
25
20
15
10
5
40
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EXIST GRADE
30
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FIRE HYDRANT IN LAKE AVE %C�
25
20
15
10
5
SCALE: H 1:20, V 1:5 BT120-UWP106
40
FINISH GRADE
NEW FIRE
35 HYDRANT
EXIST GRADE
30
25
20
15
i
10
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CONNECT TO
12" DI WATER
40
35
30
25
20
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FIRE HYDRANT IN TRANSIT CENTER %D�
SCALE: H 1:20, V 1:5 BT120-UWP201
GENERAL NOTES:
1.
VERIFY DEPTHS AND HORIZONTAL LOCATIONS 7.
ALL FITTINGS AND VALVES WITH MECHANICAL
OF ALL UTILITIES.
ENDS SHALL HAVE A WEDGE -TYPE
RESTRAINED RETAINER GLAND (E.G"
2.
WATER MAINS ARE ASSUMED TO HAVE 4' OF
MEGALUG SERIES 1100, ROMAC ROMAGRIP,
COVER FOR 12" PIPE AND 3' OF COVER FOR 8"
OR APPROVED EQUAL) IN ADDITION TO
PIPE UNLESS OTHERWISE SHOWN ON THE
CONCRETE THRUST BLOCKS.
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
EAATER UTILITY %,,
OR STORM DRAIN SHALL HAVE 18" MINIMUM
DOULGAFOURII/12/2025
VERTICAL SEPARATION.
5.
WATER LINES SHALL BE PROTECTED FOR
ENGINEERING
SEWER LINES OR STORM LINES PASSING
FDEVELOPIMENT
OVER WATER LINES. SEE SPECIAL
o 11/25/2025
REQUIREMENTS PER DEPARTMENT OF
ECOLOGY STATE OF WASHINGTON, CRITERIA
5 2.5 0 5 10
FOR SEWAGE WORKS DESIGN (ORANGE
BOOK) C1-9.1.4.B.
SCALE IN FEET (VERT.)
6.
ALL NEW DUCTILE -IRON WATER MAINS SHALL
BE RESTRAINED -JOINT PIPES. GASKETS FOR
20 10 0 20 40
PUSH -ON JOINT PIPE WITH INTEGRALLY
MOLDED STEEL OR METAL TEETH ARE NOT
SCALE IN FEET (HOR.)
ALLOWED AS SUBSTITUTES FOR
RESTRAINED -JOINT PIPES.
W-43321 4
SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.:
W 1 "=20' BT120-UWV103
Q FILENAME: SOUTH RENTON TRANSIT CENTER
45 w _j W S1-BT120-UWV101-105 BT105 FACILITY ID:
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BRT General Engineering Consultant z LL CONTRACT No.: BT120
SOUNDTRANSIT RTA/CN 0205-24 UTILITIES SHEET No.: REV:
DATE: REVIEWED BY: DATE: DATE: WATER PROFILE
12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 S RENTON TRANSIT CENTER 223 A
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