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TOP=32.12
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BUILDING 400
WHITWORTH AVE S
i H V P V COORD. COR TRANSFER OF EX CONCRETE SIDEWALK
�J ��S� TEL GU IAE� NEIW TEL P� B XER STA 15+13.00, 0.33' RT
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W I' NDER SEPARATE
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I, --OBTAINED BY SE TOP 12" DI ELEV.=28.9'
w IIo 11,Novi=26.36
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TOP 12" DI ELEV.=26.8' - - - - - -TOP 12" DI ELEV.=27.0' - - - - - - - - - - _ r� - - m
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METER B ELEV.=32.93
`__-- ELEC_�COR_ SL � TA 15 .91, 14 0 RT
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LOCATED IN THIS AREA INV=31.0
DAVID EVANS AND ASSOCIATES INC.
20300 WOODINVILLE SNOHOMISH ROAD
NORTHEAST, SUITE A. 425-415-2000
AS CONSTRUCTED FIELD INFORMATION DEPICTED
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.
W ILL. ANu IV �AJSUMLu APPROX: EXISTING GRADE EX. WATER SRVC
W DEPTH/CONFIG.) . . . . . . . . . . . . . . . . . . . . . . . . . . .
_ - _ . . -_ : _ . _ : ----. .. _ . . . . . . . . . . . . . . . . . .
B(.-GAS CROSSING-
C i PROP. ELEC. . . . . . . . . . . . . . . . - - - - . . . . . - . .
W - CROSSING . .
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EX. GAS X: I / i J=
PROPOSED 12"
QCROSSING 18 MIN. . . . . . . . . . . . . . . . . . . . . . . . WATER MAIN
EX. SS
2OCROSSING . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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WATER MAIN PROFILE
SCALE: HORX. 1 " = 10' VERT. 1 " = 5'
design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
1► 91
REVISION
(1) THRUST BLOC
H � (2) 12" DI SPOOL (PExPE)
01 (3) 12" SLE�E (MJ)
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SURVEYED:
DESIGNED:
TTG
DRAWN:
TTG
CHECKED:
WE
BY DATE APPR APPROVED:
35
30
25
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= .
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15+50 15+60
SCALE:
VERTICAL. NAVD 1988
1 " = 10' HORIZONTAL- NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CALL 48 HOURS
BEFORE YOU DIG!
811
} CITY OF
RENTON
Planning/Building/Public Works Dept.
LEGEND
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NOTES
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CONIC THRUST BLOCKING PER
COR STD PLAN 330.2 AND 330.3
GATE VALVE AND VALVE BOX
PER COR STD PLAN 330.1
Mug
911NOR is?.
IiT►4:r10:ayIIII10a0 role] :�811laF.11Iamew
1 " WATER SERVICE U.N.O.
12" DI CLASS 52
WATER MAIN U.N.O.
6" PVC SDR 35 ASTM 3034
SANITARY SEWER SERVICE
��X�ll:�[y_1�K�1►1�1111
TEL/DATA CONDUITS
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.
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W-395503 R-395507
IN COMPLIANCE WITH CITY OF RENTON STANDARDS p
RENTON COMMONS LLC
215 WHITWORTH AVE S, RENTON, WA 98057
ROW UTILITY PLAN
AND PROFILE
CSK 005 - 8/29/17
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DATE:
08/02/2017
FIELDBOOK:
PAGE:
1
DRAWING NO:
C5.1
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SHEET: OF:
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