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® SITE DEVELOPMENT NOTES:
1. EXISTING CHICK-FIL-A RESTAURANT.
2. PROPOSED ASPHALT PAVEMENT. SEE DETAIL 2/C10.2.
3. PROPOSED CONCRETE PAVEMENT DRIVE-THRU. SEE DETAIL 1/C10.0.
4. PROPOSED ON -SITE CONCRETE SIDEWALK. SEE DETAIL 7/C10.0
5. PROPOSED CHICK-FIL-A TRASH ENCLOSURE. SEE ARCHITECTURAL PLAN AND DETAIL 5/C10.0 FOR
TRASH ENCLOSURE DETAILS.
6. PROPOSED DIRECTIONAL PAVEMENT MARKINGS (TYP). SEE DETAIL 4/C10.0.
7. PROPOSED 4" WIDE WHITE REFLECTIVE PAINT PARKING STALL STRIPES (TYP). SEE DETAIL 2/C10.0.
8. PROPOSED LANDSCAPING PER LANDSCAPE AND IRRIGATION PLANS.
9. PROPOSED 18" STEP OFF CURB (TYP). SEE DETAIL 5/C10.1.
10. PROPOSED CONCRETE SECTION AND APRON FOR TRASH ENCLOSURE. SEE DETAIL 1/C10.1.
11. PROPOSED ORDER POINT STRIPING. SEE DETAIL 5/C10.2.
12. DRIVE-THRU ORDER POINT ISLAND CURB. SEE DETAIL 3/C10.1.
13. PROPOSED DRIVEWAY PER RENTON STANDARD PLAN 104.4. CONSTRUCT DRIVEWAY CURB PER CITY OF
RENTON STANDARDS AND TIE INTO EXISTING CURB. MATCH EXISTING ELEVATIONS AT CURB TIE IN. SEE
DETAIL 3/C10.3 FOR SLOPING AND CURB REQUIREMENTS. DRIVEWAY CONSTRUCTION TO BE
COMPLETED DURING CITY APPROVED TIME. COORDINATE APPROVED WORK HOURS AND RESTRICTIONS
WITH THE CITY PRIOR TO CONSTRUCTION.
14. PROPOSED HEIGHT CLEARANCE ARM. SEE SIGN PLANS AND DETAIL 1/C10.2.
15. PROPOSED MENU BOARDS. SEE ARCHITECTURAL PLANS AND DETAILS 3 & 4/C10.2.
16. DRIVE-THRU ORDER POINT CANOPY, SEE ARCHITECTURAL PLANS.
17. CONTRACTION JOINTS IN CONCRETE (TYP), SEE DETAIL 4/C10.1. CONTRACTION JOINTS SHALL BE
SPACED AT 12' MAX. ALIGN DRIVE-THRU CONTROL JOINTS WITH CURB CONTROL JOINTS.
18. EXPANSION JOINTS IN CONCRETE (TYP). SEE DETAIL 7/C10.1. EXPANSION JOINTS SHALL BE SPACED
AT 12' MAX. ALIGN DRIVE-THRU CONTROL JOINTS WITH CURB CONTROL JOINTS.
19. PROPOSED CURB AND GUTTER. SEE DETAIL 6/C10.0.
20. EDGE OF PAVEMENT. SEE DETAIL 2/C10.1.
21. PROPOSED SIGN. SEE SEPARATE SIGN PLANS BY NATIONAL SIGN.
22. PROPOSED PLAZA AREA. SEE ARCHITECTURAL AND LANDSCAPE PLANS.
23. PROPOSED PERVIOUS CONCRETE SIDEWALK. SEE DETAILS 5/C5.1 AND 1/C5.2 FOR ADDITIONAL DETAIL.
24. PROPOSED PERVIOUS CONCRETE SIDEWALK. SEE SHEET C5.0 FOR ADDITIONAL DETAIL.
25. PROPOSED OFF -SITE CURB PER CITY OF RENTON STANDARD PLAN 101. MATCH EXISTING ELEVATIONS
AT CURB TIE-IN. SEE DETAIL 2/C10.3.
26. PROPOSED LOT LIGHT. SEE ARCHITECTURAL PLANS.
27. PROPOSED CURB CUT. SEE DETAIL 4/C10.3.
28. PROPOSED MAGNETIC CANDLESTICK BOLLARDS - WCT PRODUCTS TD5200 DELINEATOR OR APPROVED
EOUAL (TYP). COORDINATE HEIGHT WITH OWNER PRIOR TO INSTALLATION.
29. PROPOSED BOLLARD. SEE DETAIL 3/C10.1.
30. PROPOSED 18" WIDE CONCRETE FLUME. SEE DETAIL 1/C10A
31. PROPOSED STAMPED CONCRETE SIDEWALK PER COORDINATION WITH CHICK-FIL-A PRIOR TO
CONSTRUCTION.
32. PROPOSED O'REILLY'S TRASH ENCLOSURE. SEE DETAIL 6/C10.3 FOR TRASH ENCLOSURE DETAILS.
CONTRACTOR TO CONFIRM ACCESS AND ENCROACHMENT TO NEIGHBORING PROPERTY WITH
CHICK-FIL-A PRIOR TO CONSTRUCTION.
33. MATCH WITH EXISTING SIDEWALK AND CURB AT CONNECTION POINT TO BE REPLACED TO NEAREST
JOINT PER COR STD PLAN 101.1. SEE DETAIL 2/C10.3.
34. PROPOSED CMU SCREEN WALL WITH STUCCO FINISH, SEE GRADING PLAN FOR DESIGN ELEVATIONS,
SHEETS C4.0 AND C4.1. SEE STRUCTURAL PLANS FOR DETAILS.
35. PROPOSED TRANSFORMER. SEE SHEET C9.0 FOR ADDITIONAL DETAIL.
36. PROPOSED LOCATION OF RELOCATED LUMINARY.
37. PROPOSED 1' WIDE, 4" THICK CONCRETE STRIP ALONG EXISTING O'REILLY'S BUILDING TO PROTECT
BUILDING.
38. RELOCATED MONUMENT SIGN. SEE ELECTRICAL PLANS AND SIGN PLANS FOR ADDITIONAL DETAIL.
39. EXISTING WALL SCONCES TO REMAIN.
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10' WIDE ACCESS ESMT
0 15 30' 60' REC NO. 7607260646
RELINQUISHED
SCALE: 1 "=30' 09/28/2023
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REVISED 20' X 5'
ACCESS EASEMENT
REC NO. 20230928000786
SEWER EASEMENT
REC NO. 5253595
POWER EASEMENT
KC REC NO. 9410201209
1
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
10' GAS EASEMENT
KC REC NO. 20130411001089
SITE PLAN
FOR
CHICK-FIL-A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
33 ROw P
0
PROPOSED 13' X 19.5 25 'DQ\CPS rl Ex' PR \
ACCESS EASEMENT 32 '.. 6
REC NO. 2023092800078 24
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10' GAS EASEMENT
26 eeQ p. < ; 35 R2 KC REC. NO. 20130411001089
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SEWER EASEMENT
REC NO. 5253595
15' X 100'
SEWER EASEMENT
REC NO. 9708110700
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KC REC NO. 9708110701 Z
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ACCESS EASEMENT PER
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SHORT PLAT
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\ \ ACCESS EASEMENT PER
SHORT PLAT
SURVEYED: RLH
DESIGNED: ADB
DRAWN: MMM
CHECKED: JC
NO. REVISION BY DATE APPR APPROVED: ADB
\\\ \\\ `
SLOPES & UTILITIES EASEMENT
PER 20110620001119 ` \
,
,
POWER EASEMENT ` \
KC REC. NO. 9410201209
SLOPES & UTILITIES EASEMENT \ `
,o KC REC NO. 20110811001003
SCALE:
171 =30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
CITY OF
RENTON
Plonning/Building/Public Works Dept.
ACCESSIBLE PATH OF TRAVEL NOTE:
WALKWAYS ALONG ACCESSIBLE ROUTES OF TRAVEL SHALL BE CONTINUOUSLY ACCESSIBLE, A
MINIMUM 48" IN WIDTH, HAVE A MAXIMUM 1.5% CROSS SLOPE, AND SHALL HAVE RAMPS
COMPLYING WITH ADA STANDARDS (SECTION 405) WHERE NECESSARY TO CHANGE ELEVATION
AT A LONGITUDINAL SLOPE EXCEEDING 5% (1:20). A CONTINUOUS 36" WIDE DETECTABLE
WARNING STRIP MEETING ADA STANDARDS (SECTION 406.8) SHALL BE PLACED WHERE A
WALK CROSSES OR ADJOINS A VEHICULAR WAY AND IS NOT SEPARATED BY A CURB,
RAILING, OR OTHER ELEMENT MEETING ADA STANDARDS.
PARKING AND DRIVE AISLES INFORMATION
TOTAL PARKING STALLS:
54
NEW STALLS:
35
- STANDARD
12
- COMPACT
23
- ADA
0
EXISTING TO REMAIN:
19
- STANDARD
12
- COMPACT
5
- ADA
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® Dial 811
R-425011
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING � '
IL
yqi 12/05/2023 %1�0
SITE PLAN
0 FOR
CHICK-FIL-A RENTON
® 375 RAINIER AVE S RENTON, WA 98055
LAMA STORE NO.:04249
DATE:
03/29/2023
FIELDBOOK:
PAGE:
DRAWING NO:
C/7.0
SHEET: 11
OF: 20
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