14-105619 (2)BCE GENERAL SITE DEVELOPMENT 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 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. (BCE). ASSUMES NO LIABILITY FOR
THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, '�� 0 20'
THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 0 10 20 40
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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 J
SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL
REGULATIONS AND CODES.
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5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES d,
INVOLVED PRIOR TO CONSTRUCTION.
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6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING .� oj Ifpj
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.
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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. d, °
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 EXCAVATE" AND TRENCHING PROCEDURES. THE CON' _ 1CTOR IS RESPONSIBLE FOR
DETERMINING "MEANS AND METHODS" REQUIRED TO h. ,_T 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 PROVIDINr- tiDEQUATE SAFEGUARDS, SAFETY -
DEVICES, PRO TIVE EQUIPMENT, FLAGGERS, AND ANY 0, R NEEDED ACTIONS TO PROTECT
THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION 4 °
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. f
10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT A`/
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 d '
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 Q '
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
PLAN CONTROFILESL
ALL NEW PROVIDED B IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC
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12" COMPACTED SUBGRADE
TO 95% MAX. DRY DENSITY
PER ASTM D-1557.
TYPICAL ASPHALT
PAVING SECTION
NOT TO SCALE
CALL BEFORE YOU DIG:
1-800-424-5555
5" (MIN.) PORTLAND
CEMENT
CONCRETE W/ HI -TECH FIBERS
REINFORCEMENT.
6" (MIN.) COMPACTED
DEPTH
CRUSHED ROCK BASE
(95% COMPACTED)
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L- 12" COMPACTED SUBGRADE
TO 95% MAX. DRY DENSITY
PER ASTM D-1557.
CONCRETE DRIVE THRU
LANE PAVING SECTION
NOT TO SCALE:
UTILITY CONFLICT NOTE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POT HOLING
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 CONSULT BARGHAUSEN
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
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PAVEMENT WIDTH 12" 6"
1" R� 1" R
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18"--�
CEMENT CONCRETE
VERTICAL CURB AND GUTTER
CURB AND GUTTER DETAIL
NOT TO SCALE
DRIVE THRU WID
OR
ENING PLAN
FEDERAL WAY, WASHINGTON
EASEMENT FGR PYLON
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10"
2 1 /2" 5" 2 1 /.
*TOP OF LIP AT DRIVEWAYS
VARIES
EXTRUDED CEMENT
CONCRETE CURB
LEGEND:
PROPOSED EXISTIN DEMOLISH
CURB AND GUTTER SIGN Fl ...................
CURB AND GUTTER -..----------------
CURB AND GUTTER
CONCRETE a A�
CURB ---
ASPHALT
PAINT STRIPE
ROCKERY �UC�
CONCRETE:
DIRECTIONAL SIGN o
ROCKERY
CATCH BASIN (TYPE 1)
CONTOUR — 100--
PAVEMENT SWALE -------------
PEDESTRIAN CROSSING
PAINT STRIPE
6"
APPROX. LOCATION 15'
PUBLIC WATER EASEMENT.
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SITE ADDRESS:
S. 348TH ST. (SR-18) AND PACIFIC HWY S. (SR-99)
FEDERAL WAY, WA
PARCEL NUMBER:
185295-0070
SITE ZONING:
BC (COMMUNITY BUSINESS)
PARCEL SIZE:
36,003 S.F. (0.83 AC)
351ST ST
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VICINITY MAP - - a W 10
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OWNER DEVELOPER
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MARK - FE DE RAL WAY CROSSING MCDONALD S USA, L.L.C.
17126 S.E. 29TH PLACE 12131 113TH AVENUE N.E., #103
BEH EVUE, WA 98008 KIRKLAND, WA 98034 0
(206) 916-6254 (425) 242-2411
CONTACT. DOUG BATES
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ENGINEER SURVEYOR:
TIM HANSON AND ASSOCIATES, INC.
BARGHAUSEN CONSULTING ENGINEERS, INC. 6025 108th AVE. N.E.
18215 72ND AVENUE SOUTH KIRKLAND, WA 98033
KENT, WA 98032 (425) 822-7271
TEL: (425) 251-6222
FAX: (425) 251-8782 0
CONTACT: CHRIS JENSEN, P.E. 0
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LAND COVER DATA (SITE ONLY) 1,=5" Sb��
TOTAL SITE AREA: 36,003 SF
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EXISTING IMPERVIOUS SURFACE: 24,667 SF (EX. BUILDING, CONCRETE, AND ASPHALT LOT) SITE PLAN AWROVAL _ 0 ;
Pamit Numbs~
PROPOSED NEW IMPERVIOUS ASPHALT SURFACE: 77 SF- • �b J�
Approved.
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PROPOSED NEW IMPECOd
RVIOUS CONCRETE SURFACE INCLUDING CURB: 176 SF i�1 `' r�
TOTAL NEW IMPERVIOUS SURFACE: 253 SF
EXISTING PERVIOUS SURFACE: 11,365 SF (LANDSCAPED AREA)
PROPOSED PERVIOUS SURFACE: 11,112 SF (LANDSCAPED AREA)
RECEIVE,)
OCT 28 2014
CITY OF FEDERAL wAY
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