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I EX OVERHEAD POWER-141
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HOMEOWNER PRIOR TO CONSTRUCTION II II I III "�j RELOCATED UNDERGROUND SEE SHEET 22 FOR ETAILS. <
AND ALL DISTURBED AREAS SHALL BE I u II 3II = I ALONG PROJECT FRONTAGE.
RESTORED TO EXISTING CONDITIONS.
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SEE SHEET 22 FOR DETAILS. .
6 I 5
PROPOSED KEYSTONE WALL
4' MAX HEIGHT (TYP)
2.5' WIDE X 5' LONG X 3.6'
DEEP DRYWELL. SEE SHEET
22 FOR DETAILS.
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REVISION
PER COMMENTS DATED 6 30 23
EXISTING CONDITIONS
IN
DATUM FOUND " BENCHMARKBRASS DOME IN MONUMENT IN MONUMENTFOUND IN CASE MARK I WITH BRASS
T DISC
16TH ST.
HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. REVISION
NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99
EX FENCE'
RK 5/4/22 BJT sumEy '
RK 7/7/23 BJT DESIGNRK
DRAW: RK
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BY DATE APPR BJT
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BLA 2 II
TREE PROTECTION FENCE
INSTALLED PER TREE RETENTION
PLAN ON SHEETS 30 TO 31
,-SO*40'45"W 59.26'
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—SO'40'45"W 0.99'
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LANDSCAPE
BLA 3
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18'45"W 78.43'
TREE. PROTECTION FENCE
INSTALLED:' PER TREE RETENTION
PLAN ON. SHEETS 30 TO 1
EX SHED
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50'17'06"E 33.41'
-,-- BLA 4
\nV /a :)R S"r1vII I UvII ll v IN': I n I/,
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''32'29"W 43.62'
TREE PROTECTION FENCE
INSTALLED PER TREE RETENTION
PLAN ON SHEETS 30 TO 31
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ONE INCH
AT FULL SCALE
IF HOT ONE MCH
SCALE ACCORDINGLY
VERTICAL- NAVD,
HORIZONTAL NAD I N 1991
DATU M
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
PREPARED BY BARGHAUSEN CONSULTING
ENGINEERS, INC AND HAS BEEN EDITED TO
REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A
COMBINATION OF THE FIELD SURVEYED INFORMATION
AND DOCUMENTED FIELD REVISIONS.
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SCALE: 1 "=20' 1
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UTILITY CROSSING NOTES:
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1. A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION
WILL BE PROVIDED BETWEEN STORMWATER PIPE
AND OTHER UTILITY LINES AT CROSSINGS.
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2. A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION
WILL BE PROVIDED BETWEEN SEWER LINES AND
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OTHER UTILITY LINES AT CROSSINGS. ELSE
ETHOFOAM PAD WILL BE PROVIDED.
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UTILITY SEPARATION NOTES!
WALL DRAIN KEYNOTES
1. THERE SHALL BE A MINIMUM 10 FOOT
HORIZONTAL SEPARATION BETWEEN SEWER AND
Fil CONNECT FOOTING DRAINS.
WATER MAINS AND A MINIMUM 7 FOOT
SEPARATION BETWEEN SEWER AND ALL OTHER
NOTES
UTILITIES.
® RETAINING WALL NUMBER
SPECIAL NOTE:
LO
SIDE SEWER LINES SHALL BE INSTALLED FOURTEEN FEET
C1r)
INTO EACH LOT IF SANITARY SEWER MAINS ARE
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AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION
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DEVELOPMENT.
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POWER NOTE:
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EXISTING OVERHEAD POWER ALONG THE FRONTAGE OF
ABERDEEN AVE NE SHALL BE RELOCATED UNDERGROUND.
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CALL BEFORE YOU DIG:
1-800-424-5555
• CITY OF
RENTON
1-`R
Nuor
Planning/Building/Public Works Dept.
s F01STERN
SIONA L
7/7/202-3
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R-421213
S-421201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS �
AS—BUILTS COMPOSITE UTILITY PLAN
VAUGHN PROPERTY
MAINVUE WA, LLC
121 3RD AVENUE
KIRKLAND, WA 98033
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DATE:
7/7/2023
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