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GENERAL SITE NOTES:
1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS
AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS.
2. CONTRACTOR SHALL ENSURE 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.
CURB AND GUTTER
NEW PROPERTY LINE
BARRIER CURB
CONCRETE
COVER SHEET
FOR
CHICK=FIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
N77'26'42"E 148.56'
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SCALE: 1 "=60'
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NOTIFICATION REQUIREMENT NOTE:
PROPOSED DEVELOPMENT INCLUDES WORK THAT MAY DISTURB ADJACENT PARCELS AND WITHIN A JOINT
LEGEND 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
PROPOSED FOR CONSTRUCTION, PROPER NOTIFICATION TIMING, AND PHASING CONSIDERATIONS TO LIMIT DISTURBANCE TO
EXISTING ADJACENT PROPERTY OWNERS AND ALL PARCELS PARTY TO AFOREMENTIONED JOINT ACCESS EASEMENT.
ASPHALT
SAWCUT
CONTOUR
WATER
WATER METER
STORM
SANITARY
GAS
POWER
PAINT STRIPE
TYPE 1 CATCH BASIN
TYPE 2 CATCH BASIN
SANITARY SEWER CLEANOUT
a
CURB
PROPERTY LINE
PAINT STRIPE
CONCRETE
CONTOUR
WATER
STORM
TYPE 1 CATCH BASIN
SANITARY
SS MANHOLE
GAS
POWER OVERHEAD
POWER UNDERGROUND
GRAVEL/SAND (AS NOTED)
ASPHALT
BUILDING LINE
WATER LINE
OH/UG TEL. LINE
ESTIMATED EARTHWORK OUANTITIES:
CY CUT: 1,900
CY FILL: 900
CY NET: 1,000 CY (CUT)
AREA TO BE DISTURBED 0.80 AC
EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDENT ON SOIL
CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD PERFORM
INDEPENDENT ESTIMATE FOR BIDDING.
LUMINAIRE (LUM.)
YARD LIGHT
POWER METER
POWER POLE
JUNCTION BOX (AS NOTED)
432 - -
CATCH BASIN (CB)
_ _ _ _ _ W _ _ _ _
STORM MANHOLE (SDMH)
SANITARY SEWER MANHOLE (SSMH)
-- -SD--
CLEANOUT (AS NOTED)
❑
GAS METER
__SS__
GAS VALVE
O
WATER VALVE (WV)
G
FIRE HYDRANT(FH)
CONNECTION (FDC)
P (OHS
WATER METER
P (UG)-
SIGN
DIRECTIONAL ARROW
-
BOLLARD
CONIFEROUS TREE
- W -
-T(xx)-
DECIDUOUS TREE
rs
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
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 OR REPLACEMENT (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
REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR.
SITE PLAN NOTE:
SITE PLAN HAS BEEN PROVIDED BY WARE MALCOMB.
BARGHAUSEN CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY OF THE SITE PLAN.
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.
SURVEYED: RLH
DESIGNED: ADB
DRAWN: MMM
CHECKED: JC
NO. REVISION BY DATE APPR APPROVED: ADB
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N10'53' 15"E 42.03'
19'57'04"W 4 48' ���
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PROJECT INFORMATION
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.
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. (NAVD88).
PROPERTY ADDRESS
375 RAINIER AVE S RENTON, WA 98055
PARCEL NUMBERS:
000720-0149
000720-0215
LEGAL DESCRIPTION - SEE ALTA SURVEY
SITE BENCHMARK
MAG/WASHER IN SIDEWALK OF RAINIER AVENUE SOUTH AT THE
NORTHEAST CORNER OF THE SITE, 2.0' SOUTHWEST OF RAINIER'S
CURB THE ELEVATION FOR THIS MAG/WASHER: EL=30.63'
(NAVD88)
CIVIL SHEET LIST
SHEET NUMBER
SHEET TITLE
C1.0
COVER SHEET
C2.0
EXISTING CONDITIONS MAP
C3.0
TESC AND DEMO PLAN
C3.1
TESC DETAILS
C4.0
GRADING PLAN - NORTH
C4.1
GRADING PLAN - SOUTH
C5.0
DRAINAGE PLAN
C5.1
DRAINAGE DETAILS
C5.2
DRAINAGE DETAILS
C6.0
HORIZONTAL CONTROL PLAN
C7.0
SITE PLAN
C8.0
WASTEWATER AND WATER PLAN
C8.1
WASTEWATER AND WATER DETAILS
C9.0
COMPOSITE UTILITY PLAN
C10.0
CFA DETAILS
C10.1
CFA DETAILS
C10.2
CFA DETAILS
C10.3
CONSTRUCTION DETAILS
C10.4
CONSTRUCTION DETAILS
C 1 1.0
CONDITIONS OF APPROVAL
LANDSCAPE SHEET LIST
SHEET NUMBER
SHEET TITLE
L1
LANDSCAPE NOTES
L2
LANDSCAPE REQUIREMENTS & CALCULATIONS
L3
LANDSCAPE PLAN
L4
PLANT SCHEDULE
L5
LANDSCAPE DETAILS
L6
IRRIGATION PLAN
L7
IRRIGATION NOTES & DETAILS
L8
IRRIGATION DETAILS
L9
PATIO PLAN
SITE INFORMATION
Sw SUNSp� gVvp.
SITE
S 3RD STREET
5 q1N P�A�E
RENTON, WASHINGTON
VICINITY MAP
N.T.S.
UTILITY CONTACT INFORMATION
EXISTING ON -SITE SURFACE AREAS
TOTAL LOT AREA: 55,571 SF (1.28 AC)
STORM DRAINAGE
CITY OF RENTON
TOTAL SITE AREA: 57,297 SF (1.32 AC)
WATER
1055 S GRADY WAY
RENTON, WA 98057
TOTAL ON -SITE IMPERVIOUS: 49,245 SF (1.13 AC)
(425) 430-7299
TOTAL OFF -SITE IMPERVIOUS: 2,674 SF (0.06 AC)
SANITARY SEWER
CITY OF RENTON
TOTAL PERVIOUS: 8,052 SF (0.18 AC)
WATER
1055 S GRADY WAY
RENTON, WA 98057
PROPOSED ON -SITE SURFACE AREAS
(425) 430-7299
TOTAL LOT AREA: 55,571 SF (1.28 AC)
TOTAL SITE AREA: 57,297 SF (1.32 AC)
NATURAL GAS
PUGET SOUND ENERGY
TOTAL IMPERVIOUS: 45,311 SF (1.04 AC)
ELECTRIC
10885 NE 4TH STREET
TOTAL PERVIOUS: 11,985 SF (0.28 AC)
BELLEVUE, WA 98009
(888) 225-5773
PARKING STALL INFORMATION
PARKING STALLS REQUIRED: 54
TELEPHONE SERVICES
COMCAST
STANDARD PARKING STALLS: 24
(OTHERS AVAILABLE)
ONE COMCAST CENTER
COMPACT PARKING STALLS: 28
PHILADELPHIA, PA 19103
ADA PARKING STALLS: 2
(800) 934-6489
GEOTECHNICAL REPORT NOTES:
OWNER
1. THE FOLLOWING GEOTECHNICAL REPORTS FOR THE SITE SHALL
BE CONSIDERED PART
CHICK-FIL-A, INC.
OF THESE CONSTRUCTION DOCUMENTS:
5200 BUFFINGTON RD
ATLANTA, GEORGIA 30349
SOILS REPORTS: GEOTECHNICAL ENGINEERING REPORT
TEL: (404) 305-4407
JOB NUMBER: 81185084
DATE: 06/21 /2018
CONTACT: DON IKELER
EMAIL: DON.IKELER@CHICK-FIL-A.COM
ADDENDUMS: 1. STORMWATER INFILTRATION (8/24/2018)
2. LETTER OF ADDENDUM TO GEOTECHNICAL
REPORT (7/22/2019)
GEOTECHNICAL
3. GEOTECHNICAL ENGINEERING REPORT ADDENDUM (10/23/2021)
4. GEOTECHNICAL SUMMARY LETTER (04/06/2023)
ENGINEER
PREPARED BY: TERRACON CONSULTANTS, INC.
TERRACON CONSULTANTS, INC.
21905 64TH AVENUE WEST SUITE 100,
21905 64TH AVENUE WEST SUITE 100
MOUNTLAKE TERRACE, WA 98043
MOUNTLAKE TERRACE, WA 98043
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE THAT ALL
TEL: (425) 771-304
PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED
AND COMPLIED
CONTACT: DAVID A. BASKA, PHD, P.E.
WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING
OPERATIONS,
FOUNDATION, SLAB, AND PAVING CONSTRUCTION.
ENGINEER/LAN DSCAP E/
3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN
ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION,
SHALL BE BROUGHT TO 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
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS INVESTIGATION AND THAT
THE WORK 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.
FLOOD ZONE
PER FIRM 53033CO977G, MAP REVISED AUGUST 19, 2020. THE SUBJECT SITE FALLS IN
ZONE "X", AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN.
CIVIL SHEET LIST
SHEET NUMBER
SHEET TITLE
IL-01
ILLUMINATION PLAN
IL-02
ILLUMINATION PLAN DETAILS
SCALE:
^ VERTICAL: NAVD 1988
1�-_/10� HORIZONTAL: NAD 1983/1991 CITY O F
o +
RENTON
ONE INCH
AT FULL SCALE Plonning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
ARCHITECT/SURVEYOR
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE. SOUTH
KENT, WA 98032
TEL: (425) 251-6222
FAX: (425) 251-8782
CONTACT: ALEX BELL, P.E./JEFF VARLEY,
R.L.A./OWEN B. HILLE, P.L.S.
ARCHITECT
WARE MALCOMB
3015 112TH AVE NE #205
TEL: (425) 582-5517
CONTACT: NONY RIVERA
EMAIL: NRIVERAOWAREMALCOMB.COM
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DATE:
O� COVER SHEET CURRENT PLANNING 0 03/29/2023
A V anGordon 12/OS/2023
FIELDBOOK:
0 FOR PAGE:
CHICK-FIL-A RENTON DRAWING N0:
® 375 RAINIER AVE S RENTON, WA 98055 C 1 •0
STORE NO.:04249 SHEET OF:
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