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STA 12+29.50, 0.33' RT CONCRETE SIDEWALK
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COR S D PLAN 340.8 , n L b 1 I J 12+85.4, 22.8' RT
C DAVID EVANS AND ASSOCIATES INC. WATER METER I I x
20300 WOODINVILLE SNOHOMISH ROAD I a
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Q NORTHEAST, SUITE A. 425-415 2000 i t
AS CONSTRUCTED FIELD INFORMATION DEPICTED c G I
ON THIS MAP REPRESENTS THE RESULTS OF A
SRVEY MADE ON DEC. 13, 2017, DEC. 14, 2017, DEC.
18, 2017, JANUARY 12, 2018 AND MARCH 12, 2018
AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
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PROP. 6" _ SS CROSSING
SS .PIPE BOTTOM: 28.30
WATER PIPE TOP: 27.63
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12+50
WATER MAIN PROFILE
SCALE: HORX. 1 " = 10' VERT. 1 " = 5'
Al
design PLLC
A CIVIL ENGINEERING COMPANY
L,.; 219 First Avenue S., Suite 401
a Seattle WA 98104
J 206 402 4644
LL
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REVISION
PROPOSED 12"
WATER MAIN
13+00
SURVEYED:
DESIGNED:
TTG
DRAWN:
TTG
CHECKED:
WE
BY DATE APPR APPROVED:
13+50
SCALE:
VERnCAL. NAVD 1988
1 " = 10' HORIZONTAL- NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
Ell]
35
30
25
K11
15
CALL 48 HOURS
BEFORE YOU DIG!
811
} CITY OF
RENTON
Planning/Building/Public Works Dept.
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LEGEND
CONIC THRUST BLOCKING PER
COR STD PLAN 330.2 AND 330.3
GATE VALVE AND VALVE BOX
PER COR STD PLAN 330.1
FIRE HYDRANT PER COR STD PLAN 310.1
WATER METER PER COR STD PLAN 320.2
1" WATER SERVICE U.N.O.
12" DI CLASS 52
WATER MAIN U.N.O.
6" PVC SDR 35 ASTM 3034 (U.N.O.)
SANITARY SEWER SERVICE
ELECTRICAL CONDUITS
TEL/DATA CONDUITS
NOTES
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES.
2. SEE SHEET C6.0 FOR PAVEMENT RESTORATION PLAN.
3. VERIFY INVERTS OF ALL EX. SYSTEMS AT PROPOSED POC'S TO NEW LINES
PRIOR TO ORDERING OF MATERIAL AND NOTIFY ENGINEER OF ANY
DISCREPANCIES AT LEAST 4 WORKING DAYS PRIOR TO STARTING PIPE
LAYING OPERATIONS.
4. COORDINATE ALL UTILITY INTERRUPTIONS WITH AFFECTED FACILITY OWNERS.
PROVIDE MINIMUM 2 WEEKS ADVANCE NOTICE OF ALL INTERRUPTIONS.
5. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS DURING TRENCH
EXCAVATION TO PROTECT EXISTING UTILITIES FROM DAMAGE AND SETTLEMENT.
6. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES AND VERTICAL BENDS
SHALL BE PER COR STD PLANS 330.2 AND 330.3.
7. ALL MECHANICAL JOINTS FITTINGS AND VALVES SHALL HAVE RESTRAINED GLANDS
EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP, EXCEPT WHERE
SHACKLE RODS ARE INDICATED.
8. SHACKLE RODS SHALL BE INSTALLED PER COR STD PLAN 330.5.
9. PIPE JOINT DEFLECTION SHALL NOT EXCEED HALF OF THE MANUFACTURE'S
ALLOWABLE DEFLECTION.
10. SCHEDULING FOR THE WATER CUT -IN CONNECTION AT S 3RD STREET SHALL BE
COORDINATED BY THE CONTRACTOR WITH THE CITY PUBLIC WORKS INSPECTOR
AND CITY PROJECT MANAGER. ALL CONNECTIONS TO THE EXISTING WATER MAIN
NEED TO BE COMPLETED BY CITY MAINTENANCE CREWS. THE CONTRACTOR IS
RESPONSIBLE FOR EXCAVATION OF THE TRENCH, SHORING OF THE TRENCH AND
SUPPLYING THE MATERIALS NEEDED FOR THE CUT -IN.
11. PORTION OF SIDE SEWER CROSSING OVER WATER MAIN SHALL BE CONSTRUCTED
WITH (1) STICK OF PVC C-900 PIPE, CENTERED ON WATER MAIN.
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S-395502 W-395502 R-395506 w
IN COMPLIANCE WITH CITY OF RENTON STANDARDS M0
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DEVELOPMENT ENGINEERING (/)
a- I I Fitz -James 12/13/2017 zO
73
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DATE: U
RENTON COMMONS LLC 12/13/2017 z
215 WHITWORTH AVE S, RENTON, WA 98057 FIELDBOOK: O
PAGE:
DRAWINGZ
ROW UTILITY PLAN C 5.0 `
AND PROFILE SHEET:6 OF:26 0�