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JOINT -USE AND JOINT -MAINTENANCE OF
OFFSITE STORM SYSTEM PER
AGREEMENT WITH WALMART-RENTON.
R=3'
TRUCK PAVE NT AREA
SEE DETAIL 1/SHE 7 OF 13
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N89°10'29"W 140.01'
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SEE DETAI 2/SHEET 6 OF 13
/ CURB RAMP #3
SEFL DETAI 3/SHEE pin3
EGRESS EASEMENTI
PER REC.
NO. 9602201491
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TION 19, T. 23N., R. 05E., W.M.
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40'
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CTI O /
SIDEWAL I /
�. PLAN 102 /
TAIL 5/SHEET 6
8 PLANTER
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I 1" IRRIGATION SERVICE 6�
1" DOMESTIC WATER SERVICE /
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PATCH PER CITY TRENCH
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CIDi / OVERLAY REQUIREMENTS /
THE T 1RE (111�P.)
EE AkDSC PE PLAN
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® OUTDOOR SEATING /
V NT aGN /
RAM #4 /
ETAIL 6/S ET 6 /
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ALL ELECTRICAL, PHONE AND CABLE SERVICES AND LINES SERVING THE PROPOSED DEVELOPMENT MUST BE UNDER GROUND. THE
CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST BE INSPECTED AND APPROVED BY A CITY OF RENTON INSPECTOR.
PERMEABLE SIDEWALK
6" FREE DRAINING BASE W/ LESS
THAN 5% MATERIAL PASSING
#200 SIEVE BASED ON FRACTION
PASSING #4 SIEVE
MIRAFI 160N OR EQUIV.
5" THICK PERMEABLE CONC. PER INDUSTRY SPEC.
MIN. PERC RATE 10" PER HOUR.
6" FREE DRAINING BASE W/ LESS
THAN 5% MATERIAL PASSING
#200 SIEVE BASED ON FRACTION
PASSING #4 SIEVE
SEE ALSO CITY STD. PLAN 261.10
SCALE: NTS
6" THICK PERMEABLE ASPHALT
PER INDUSTRY SPEC
MIN. PERC RATE OF 10" PER HOUR
2" CHOKER COURSE
NOTES
INSTALL APPROVED NON -WOVEN FILTER FABRIC TO BOTTOM AND SIDES OF EXCAVATION ACCORDING
TO MANUFACTURER'S SPECIFICATIONS. FILTER FABRIC SHOULD BE WRAPPED UP SIDES TO TOP OF
BASE AGGREGATE. OVERLAP ADJACENT STRIPS OF FABRIC AT LEAST 16 INCHES.
SEE ALSO CITY STD. PLAN 261.10
PERMEABLE PAVEMENT
SCALE: NTS
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—� �— __/ a // ONSTRUCTION RECORD DRAWING
�4 5 / / HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE THE
�
_ _ _ _ _ _ _ _ / INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE
2' �O W I / AS -CONSTRUCTED CONDITIONS AS OF FEBRUARY 19, 2019. THE
INFORMATION SHOWN ON THESE RECORD DRAWINGS WAS COMPILED
FROM CONTRACTOR NOTES AND REDLINES.
/ SLOP /AND UT LITITES EASEMENT
PER EqORDIN NO 201110700036� NIKOLAI BOSSOFF 02/19/19
-3929005
NAME DATE
15' UTILITY EASEMEIN`T� O LICENSE # 29631 R
REC. NO. 9704011446
Bos APPROVED FOR CONSTRUCTION
was 6' SUBJECT TO ERRORS AND OMISSIONS
EGRESS EASEMENT ' I O �oF Nrti O
PER REC. NO. 9602201491 — —/ � �� cz
/ e BY: DATE.
Ado �Fc S63e ��� Q BY: DATE:
50' I 50' �FSSIONAL ENNick Bossoff Engineering, Inc. U
191 NE Tari Lane BY: DATE: 14
Stevenson, WA 98648-4201 Z
EXPIRES 7/2/19 Phone: (425) 881-5904 BY: DATE: �0
SURVEYED: SCALE: DATE: V
PACE VERTICAL: NAVD 1988 "� Y
1»=20' HORIZONTAL: NA° 1983/1991 o C T Y 0 R E N TO N SONIC 02/19 /19 z
DESIGNED: �� T
NB + � + FIELDDOOK: 0
2117 NB
RENT 0 N PAGE
2 CITY REVISIONS TKB 06 DRAWN:
/ / TKB ONE INCH DATUM �FN-ro CIVIL SITE & DRAWING NO
1 CONSTRUCTION PERMIT SUBMITTAL TKB 12/28/16 NB CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HORIZONTAL CONROL PLAN z
NB IF NOT ONE INCH
N0. REVISION BY DATE APPR APPROVED NB
SCALE ACCORDINGLY SHEET: 2 OF: 16 Cl�