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GENERAL SITE NOTES:
I
1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY
w STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS.
2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO
COMMENCING WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF
ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES
OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR
INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS
ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND
ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON
MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES
NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD
OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE
ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS
ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE
CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE
RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF
RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY
THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR
TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH
LOCAL REGULATIONS AND CODES.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR
TO CONSTRUCTION.
6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING
JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE
AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION
MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MIN. ADVANCE NOTIFICATION TO OWNER, FIELD
ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS.
8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE
LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR
EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
"MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS
WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING
PROCEDURES.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES,
PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH,
AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF
WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY
INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC
AFFECTED.
10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND
PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE
CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS.
11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS
IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO
BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT.
12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL
FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES
PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC.
13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY
CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR
SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED
CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ENGINEERS, INC UNLESS BARGHAUSEN
CONSULTING ENGINEERS, INC HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION
RELEASE PLAN SET.
RECORD COVER SHEET
FOR
GEOTECHNICAL REPORT NOTES: CHICK=FIL=A RENTON
1. THE FOLLOWING GEOTECHNICAL REPORTS FOR
THE SITE SHALL BE CONSIDERED PART OF THESE
CONSTRUCTION DOCUMENTS:
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
POWER EASEMENT
ASBUILT LOCATION
SOILS REPORTS' GEOTECHNICAL ENGINEERING REPORT KC REC NO. 9410201209 42
JOB NUMBER: 81185084
DATE: 06/21 /2018
ADDENDUMS: 1. STORMWATER INFILTRATION (8/24/2018)
2. LETTER OF ADDENDUM TO GEOTECHNICAL
REPORT (7/22/2019)
PREPARED BY: TERRACON CONSULTANTS, INC.
/
21905 64TH AVENUE WEST SUITE 100,
MOUNTLAKE TERRACE, WA 98043
2. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO ENSURE THAT ALL PROVISIONS
OF THE SOILS REPORT FOR THE SITE BE
OBSERVED AND COMPLIED WITH DURING ALL
PHASES OF THE SITE PREPARATION, GRADING
OPERATIONS, FOUNDATION, SLAB, AND PAVING 10' AS -BUILT GAS
ESMT.
CONSTRUCTION. KC REC. NO.
20130411001089
3. ANY PROVISIONS OF THE SOILS REPORT WHICH
CONFLICT WITH INFORMATION SHOWN ELSEWHERE
ON THESE DRAWINGS, OR WHICH REQUIRE SEWER
EASEMENT -
FURTHER CLARIFICATION, SHALL BE BROUGHT TO REC. NO.
5253595
THE ATTENTION OF THE ARCHITECT/ENGINEER FOR
DETERMINATION.
4. A REPRESENTATIVE OF THE SOILS ENGINEER
SHALL BE AVAILABLE TO OBSERVE AND APPROVE
THE EARTHWORK OPERATIONS AND TO VERIFY
FIELD CONDITIONS AS WORK PROCEEDS. THE
SOILS ENGINEER SHALL SUBMIT FIELD REPORTS
CERTIFYING THAT THE METHODS AND MATERIALS
OF THE EARTHWORK OPERATIONS WERE IN 15' X 100'
ACCORDANCE WITH THE RECOMMENDATIONS OF SEWER ESMT \
REC. N0. / J�
THE SOILS INVESTIGATION AND THAT THE WORK 9708110700
WAS PERFORMED TO HIS/HER SATISFACTION.
5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT
LEAST FIVE (5) WORKING DAYS PRIOR TO ANY
SITE CLEARING OR GRADING. b• /
SITE INFORMATION
EXISTING SURFACE AREAS
TOTAL LOT AREA:
TOTAL SITE AREA:
TOTAL ONSITE IMPERVIOUS AREA:
TOTAL OFF -SITE IMPERVIOUS AREA:
PERVIOUS/LANDSCAPE AREA:
PROPOSED SURFACE AREAS
TOTAL LOT AREA:
TOTAL SITE AREA:
TOTAL ONSITE IMPERVIOUS AREA:
TOTAL OFF -SITE IMPERVIOUS AREA:
TOTAL PERVIOUS/LANDSCAPE AREA:
40,398 SF (0.93
AC)
41,450 SF (0.95
AC)
28,181 SF (0.65
AC)
2,694 SF (0.06
AC)
10,575 SF (0.24 AC)
40,398
SF (0.93
AC)
41,450
SF (0.95
AC)
28,594
SF (0.66
AC)
2,674
SF (0.06
AC)
10,179
SF (0.23
AC)
PROJECT INFORMATION
/p
I
ZANITARY
SEWER ESMT.
, KC REC NO. 97081 10701
HORIZONTAL DATUM - BASIS OF BEARINGS - NAD 83/91
THE HORIZONTAL DATUM FOR THIS PROJECT IS NAD 83(91) PER CITY OF RENTON.
CITY OF RENTON CONTROL POINT NO. 60 WAS HELD FOR POSITION AND A LINE
BETWEEN CITY OF RENTON CONTROL POINT NO. 60 AND CITY OF RENTON CONTROL
POINT NO. 1898 WAS HELD FOR ROTATION BEING NORTH 67° 23' 14" EAST.
LEGEND
VERTICAL DATUM - BASIS OF ELEVATIONS - NAVD88
THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON. CITY OF
RENTON BENCHMARK NO. 1920 WAS HELD FOR ELEVATION, BEING 27.87 FT.
PROPOSED
EXISTING
(NAVD88).
CURB AND GUTTER
PROPERTY ADDRESS
CURB
LUMINAIRE (LUM.)
375 RAINIER AVE S RENTON, WA 98055
BARRIER CURB
PAINT STRIPE
YARD LIGHT
CSC
FLOOD ZONE INFORMATION
CONCRETE
POWER METER
DESIGNATION OF THE FLOOD ZONE IS SCALED PER FEMA FIRM MAP NUMBER 53033C0977F,
CONCRETE
°
EFFECTIVE MAY 16, 1995 AND DOWNLOADED FROM FEMA MAP SERVICE CENTER WEBSITE
POWER POLE
-0-
(http://msc.femo.gov) ON JANUARY 14, 2019:
ASPHALT
CONTOUR
432--
JUNCTION BOX (AS NOTED)
®
ZONE X - AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAN.
SAWCUT
WATER
_ _ _ _ _ W_
CATCH BASIN (CB)
❑
PARCEL NUMBERS:
STORM MANHOLE (SDMH)
000720-0149
CONTOUR
- - - -432- - - - -
000720-0215
STORM
- - - SD-
SANITARY SEWER MANHOLE (SSMH)
0
WATER
W
LEGAL DESCRIPTION & BENCHMARK SEE SHEET C2.0
TYPE 1 CATCH BASIN
❑
CLEANOUT (AS NOTED)
0
WATER METER
�
GAS METER
0
STORM
ESTIMATED EARTHWORK QUANTITIES:
SANITARY
- - SS- -
GAS VALVE
SANITARY
WATER VALVE (WV)
yu�
CUT: 3,070 CY
SS MANHOLE
O
W
GAS
G
FILL 3,046 CY
FIRE HYDRANT(FH)
�
POWER
P
GAS
G
NET: 34 CY (CUT)
PAINT STRIPE
POWER OVERHEAD
-P (OHS
CONNECTION (FDC)
AREA TO BE DISTURBED = 0.95 AC
WATER METER
EE
EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDANT ON SOIL
TYPE 1 CATCH BASIN
POWER UNDERGROUND
-P (UG)-
SIGN
CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD
PERFORM INDEPENDENT ESTIMATE FOR BIDDING.
TYPE 2 CATCH BASIN
O
GRAVEL/SAND (AS NOTED)
DIRECTIONAL ARROW
�j�
SURVEYED:
RLH
SANITARY SEWER CLEANOUT •
ASPHALT
BOLLARD
®
DESIGNED: JC
BUILDING LINE
CONIFEROUS TREE
DRAWN:
C M S
WATER LINE
W
{/�1
AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM
OH/UG TEL. LINE
-T(xx)-
DECIDUOUS TREE
0
N0. REVISION BY DATE APPR APPROVED:
CRJ
5200 BRUFFINGTON ROAD
ATLANTA, GEORGIA 30349
TEL: (404) 305-4407
CONTACT: DON IKELER
EMAIL: DON.IKELER@CHICK-FIL-A.COM
ARCHITECT
WARE MALCOMB
3015 112TH AVE NE #205
BELLEVUE, WA 98004
TEL: (310) 903-4011
CONTACT: WAYNE LIN
EMAIL: WLINQWAREMALCOMB.COM
10' AS -BUILT GAS ESMT.
KC REC. NO. 20130411001089
(TO BE RELINQUISHED)
IS
ENGINEER/SURVEYOR
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE. SOUTH
KENT, WA 98032
TEL: (425) 251-6222
FAX: (425) 251 -8782
CONTACT: JASON CAREY
OWEN B. HILLE, P.L.S.
LANDSCAPE ARCHITECT
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE. SOUTH
KENT, WA 98032
TEL: (425) 251-6222
FAX: (425) 251-8782
CONTACT: JEFF VARLEY, R.L.A.
GEOTECHNICAL
TERRACON CONSULTANTS, INC.
21905 64TH AVENUE WEST SUITE 100,
MOUNTLAKE TERRACE, WA 98043
(425) 771 -3304
CONTACT: DAVID A. BASKA, PHD, P.E.
S 10'53' 15"W
42.03'
s
1 04 . E
;S19'57
4.48'
INDEX OF
SHEETS:
C1.0 -
RECORD
COVER SHEET
C2.0 -
RECORD
EXISTING CONDITIONS MAP
C3.0 -
RECORD
TESC AND DEMOLITION PLAN
C3.1 -
RECORD
TESC NOTES
C4.0 -
RECORD
GRADING PLAN - NORTH
C4.1 -
RECORD
GRADING PLAN - SOUTH
C5.0 -
AS -BUILT
DRAINAGE PLAN
C5.1 -
RECORD
DRAINAGE DETAILS
C5.2 -
AS -BUILT
DRAINAGE DETAILS
C5.3 -
RECORD
DRAINAGE DETAILS
C6.0 -
RECORD
HORIZONTAL CONTROL PLAN
C7.0 -
RECORD
SITE PLAN
C8.0 -
AS -BUILT
SANITARY SEWER PLAN
C8.1 -
RECORD
SANITARY SEWER DETAILS
C9.0 -
RECORD
WATER PLAN
C9.1 -
RECORD
WATER UTILITY DETAILS
C9.2 -
RECORD
WATER UTILITY DETAILS
C10.0
- RECORD
COMPOSITE UTILITY PLAN
C11.0
- RECORD
CFA STANDARD DETAILS
C11.1
- RECORD
CFA STANDARD DETAILS
C11.2
- RECORD
CFA STANDARD DETAILS
C11.3
- RECORD
CFA STANDARD DETAILS
C11.4
- RECORD
CONSTRUCTION DETAILS
C12.0
- RECORD
CONDITIONS OF APPROVAL
UTILITY CONTACT INFORMATION
STORM DRAINAGE
WATER
SANITARY SEWER
WATER
NATURAL GAS
ELECTRIC
TELEPHONE SERVICES
(OTHERS AVAILABLE)
SCALE:
1W=40'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON
1055 S GRADY WAY
RENTON, WA 98057
(425) 430-7299
CITY OF RENTON
1055 S GRADY WAY
RENTON, WA 98057
(425) 430-7299
PUGET SOUND ENERGY
10885 NE 4TH STREET
BELLEVUE, WA 98009
(888) 225-5773
COMCAST
ONE COMCAST CENTER
PHILADELPHIA, PA 19103
(800) 934-6489
Sw SNHS�"j g�Vo
SITE
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a
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S 3RD STREET
S RTN PV0
RENTON, WASHINGTON
VICINITY MAF'
N.T.S.
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1 Dial 811
NOTIFICATION REQUIREMENT NOTE:
PROPOSED DEVELOPMENT INCLUDES WORK THAT MAY DISTURB ADJACENT PARCELS AND WITHIN A
JOINT ACCESS EASEMENT. CONTRACTOR TO CONFIRM WITH 4G DEVELOPMENT AND CONSULTING,
INC. (951-970-9138) AND/OR CHICK-FIL-A FOR ANY RESTRICTIONS, TEMPORARY EASEMENTS
OR AGREEMENTS FOR CONSTRUCTION, PROPER NOTIFICATION TIMING, AND PHASING
CONSIDERATIONS TO LIMIT DISTURBANCE TO ADJACENT PROPERTY OWNERS AND ALL PARCELS
PARTY TO AFOREMENTIONED JOINT ACCESS EASEMENT.
SITE PLAN NOTE:
SITE PLAN HAS BEEN PROVIDED BY WARE MALCOMB. BARGHAUSEN CONSULTING ENGINEERS, INC.
HAS NOT VERIFIED THE ACCURACY OF THE SITE PLAN.
MONUMENT PROTECTION NOTE:
CONTRACTOR SHALL FIELD LOCATE ALL MONUMENTS WITHIN THE AREA OF DISTURBANCE PRIOR TO
CONSTRUCTION AND PROTECT FROM DISTURBANCE/DESTRUCTION TO THE MAXIMUM EXTENT
FEASIBLE. IF IT IS NECESSARY TO REMOVE OR REPLACE A MONUMENT DURING CONSTRUCTION,
THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION HAVING AUTHORITY (RCW 58.24.040)
AND BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT
OF NATURAL RESOURCES PRIOR TO DISTURBANCE, DESTRUCTION, OR RELOCATION (WAC 332-120).
APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR AND MAY BE OBTAINED
FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES:
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
PUBLIC LAND SURVEY OFFICE
1111 WASHINGTON STREET S.E.
P.O. BOX 47060
OLYMPIA, WASHINGTON 98504-7060
(206) 902-1 190
UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED
THAT ARE ABLE TO BE REPLACED, SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT
THE COST AND AT THE DIRECTION OF THE CONTRACTOR PURSUANT TO THESE REGULATIONS. THE
APPROPRIATE FORMS FOR REPLACEMENTS OF SAID MONUMENTATION SHALL ALSO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
HORIZONTAL CONTROL NOTE:
CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS
AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED
FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS
USING COORDINATE GEOMETRY (RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES
PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC.,
REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL
IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION.
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE cp 811 AND THEN POTHOLING ALL OF THE
EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE
BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF
CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING
ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
�R�S JE�SF
Barghausen
Consulting Engineers, Inc. �z
18215 72nd Avenue South o 47671 0 ��
Kent, WA 98032 mess 0L
1 T E E�G\��
425.251.6222 barghausen.com '51\
VERTICAL: NAVD _ • C I T Y O F
HORIZONTAL: NAD 1983/183/1991
RENTON
Planning/Building/Public Works Dept.
R - 406301.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RECORD COVER SHEET
0 � FOR
CHICK-FIL-A RENTON
A® 375 RAINIER AVE S RENTON, WA 98055
6.mw-*_ STORE NO.:04249
DATE:
12/19/2019
FIELDBOOK:
PAGE:
DRAWING N0:
C1.0
SHEET: 1 OF: 24