19-105854GENERAL 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 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
MINIMUM 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.
COVER SHEET
ARCO ampm FEDERAL WAY
SECTION 8 TOWNSHIP 21 NORTH, RANGE 4 EAST W.M.
FEDERAL WAY, KING COUNTY, WASHINGTON
CITY OF FEDERAL WAY GENERAL NOTES:
1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO
PRE -CONSTRUCTION MEETING.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE
(FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT
APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION OF
THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION
(WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY
SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF
THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION,
OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL
CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL
WAY.
3. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE
FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN
OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM
ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF
FEDERAL WAY, PRIOR TO CONSTRUCTION.
4. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER
CONVEYANCE, GAS, ELECTRICITY, ETC.)
5. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING
MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE
APPLICANT'S CONSTRUCTION REPRESENTATIVE.
6. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
7. ON -SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040);
NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M.
TO 8:00 P.M. ON SATURDAYS.
8. RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH
FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED
BY THE PUBLIC WORKS DIRECTOR.
9. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL
CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE
ROAD RIGHT-OF-WAY.
10. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE
APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS
THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE
SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO
CONSTRUCTION.
11. VERTICAL DATUM SHALL BE KCAS OR NGVD-29.
12. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR
APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL
GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA
STANDARD SPECIFICATIONS.
13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED
ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS,
AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY
FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE
AGGREGATE WILL BE 3/8-INCH MINUS.
14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN
ACCORDANCE WITH WSDOT 2-06.3.
15. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED
BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN
CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS,
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS
TO PROTECT 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. ALL
SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23- TRAFFIC CONTROL, SHALL
APPLY.
17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER
THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
18. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING
COURSE.
19. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION
ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL
ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS
3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR
FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR
STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON.
a
------------------
S 320TH STREET
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 0 1-800-332-2344 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 CONSULT BARGHAUSEN CONSULTING
ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
i
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OWNER
BP WEST COAST PRODUCTS, LLC
30 SOUTH WACKER DRIVE, SUITE 900
CHICAGO, IL 60606
PHONE (847) 346-7112
CONTACT: DAVID ALLEN
AZIMINAAf
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE. SOUTH
KENT, WA 98032
TEL: (425) 251-6222
FAX: (425) 251-8782
CONTACT: CHRIS JENSEN, P.E.
SURVEYOR
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE. SOUTH
KENT, WA 98032
TEL: (425) 251-6222
CONTACT: OWEN HILLE, P.L.S.
ARCHITECT
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE. SOUTH
KENT, WA 98032
TEL: (425) 251-6222
CONTACT: DAN GOALWIN
SHEET INDEX
CIVIL:
C1.0 - COVER SHEET
C2.0 - TESC PLAN
C3.0 - ACCESSIBILITY AND GRADING PLAN
C4.0 - CONSTRUCTION DETAILS
DESCRIPTION OF WORK:
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SURVEY INFORMATION:
HORIZONTAL DATUM:
HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/11 PER WSDOT.
WSDOT CONTROL POINT NO. 3178 (GP17005-238) WAS HELD FOR
POSITION, AND A LINE BETWEEN SAID POINT NO. 3178
(GP17005-238) AND CONTROL POINT NO. 6330 (GP17005-311)
WAS HELD FOR ROTATION, BEING SOUTH 3T3546" WEST.
VERTICAL DATUM:
VERTICAL DATUM FOR THIS SURVEY IS NAVD 88 PER WSDOT. WSDOT
VERTICAL CONTROL POINT NO. 3178 (GP17005-238) WAS HELD
FOR ELEVATION, BEING 298.726(NAVD 88)
ADDRESS:
31855 PACIFIC HIGHWAY S, FEDERAL WAY, WA 98003
TAX PARCEL NUMBER:
0821049194
LAND COVER DATA:
TOTAL AREA OF DISTURBANCE: 1,760 SF
NEW/REPLACED PERVIOUS SURFACES: 0 SF
NEW/REPLACED IMPERVIOUS SURFACES: 1,760 SF
THE DEPICTED IMPROVEMENTS ADDRESS ACCESSIBILITY ISSUES ONLY, TO BRING THE SITE
INTO COMPLIANCE WITH CURRENT ADA STANDARDS. IMPROVEMENTS INCLUDE REPAVING
AND RESTRIPING OF THE ACCESSIBLE PARKING STALL, PATH TO RIGHT-OF-WAY, AND
LANDING AT BASE OF AIR/WATER UNIT.
MONUMENT DEMOLITION 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) 902-1190
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.
RECEIVED
DEC 16 2019
F FEDERAL WAY
COMo
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Dial 811
PERMIT NO XX-XXXXXX-XX
DATE
CLIENT:
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222
barghausen.com
NO. I DATE j REVISION DESCRIPTION
1\ 112/9/191 CLIENT REVIEW
FAI
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ENT INFORMATION:
ARCO AM/PM
ACCESSIBILITY
IMPROVEMENTS
31855 PACIFIC HWY S
* S 320TH ST
FEDEML WAY, WA
FACILITY #5243
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DRAWN BY: HRH AWANCE PM:
VERSION: PROJECT NO:
21074
TITLE:
COVER SHEET
CITY OF FEDERAL WAY
EROSION/SEDIMENTATION CONTROL NOTES:
1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT
CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E.
SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION
FACILITIES, UTILITIES, ETC.).
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS
THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL
CONSTRUCTION IS APPROVED.
3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE
CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE
CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING
LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE
APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN
CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A
MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE
DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS.
5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS
FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD,
THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS,
RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR
UNEXPECTED STORM EVENTS.
6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/
CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED
FUNCTIONING.
7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS,
WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 2 DAYS (WET
SEASON) OR 7 DAYS (DRY SEASON), SHALL BE IMMEDIATELY STABILIZED WITH
THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION
BLANKETS, ETC.)
8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION,
SHALL BE ADDRESSED WITHIN 15 DAYS.
9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED
A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A
STORM EVENT.
10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE
LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION
SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED
AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION
OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT
ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
12. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.2.4.2
OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30.
13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY
SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL
MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE
PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR
DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY
SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE
USED AS A TEMPORARY SETTLING BASIN.
14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST
GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E.
ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER
ACRE).
15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT
SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES.
16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE
PROVIDED PER SECTION 19.120 OF FWRC.
TESL PLAN
ARCO ampm FEDERAL WAY
SECTION 8 TOWNSHIP 21 NORTH, RANGE 4 EAST W.M.
FEDERAL WAY, KING COUNTY, WASHINGTON
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---------------------------
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S 320TH STREET
t
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1. APPROXIMATE SAWCUT LIN
WORK.
2. DEMOLISH EXISTING CURB
3. DEMOLISH EXISTING CONCI
4. DEMOLISH EXISTING ON-S
5. PROTECT SIDEWALK TO RE
6. REMOVE EXISTING WHEEL
7. PROTECT EXISTING WHEEL
8. REMOVE EXISTING PAINT
9. PROTECT EXISTING CURB
10. INSTALL FILTER FABRIC FE
SPECIFICATION AND DETAIL
11. LOCATION OF CONTRACTOF
LOCATION AS NEEDED TO
12. APPROXIMATE LIMITS OF C
13. INSTALL TEMPORARY STOR
STANDARD SPECIFICATION
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FROM ENTERING STORM D
14.
CONTRACTOR TO ADJUST I
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16.
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18.
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2.
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3.
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4.
CONTACT BUILDING INSPECI
PRACTICES.
5.
CONTRACTOR TO ORDER U1
EXISTING UTILITIES AND PR(
ANY CONFLICTS EXIST,
6.
CLEAR, GRADE, AND FILL S
IMPLEMENTING AND MAINTAII
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7.
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8.
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INSPECTOR AND REPAIR PE
10.
MONITOR AND MAINTAIN PEF
ESTABLISHED.
ITS. REFER TO SHEET C3.0 FOR FULL SCOPE OF
TO THE EXTENTS SHOWN.
2ETE AND/OR ASPHALT, TYPICAL.
TE SIDEWALK.
MAIN.
STOPS, TYPICAL.
STOPS TO REMAIN, TYPICAL.
TRIPING, TYPICAL.
f0 REMAIN.
NCE PER CITY OF FEDERAL WAY STANDARD
S.
"S STAGING AND STORAGE AREA. ADJUST SIZE AND
FACILITATE CONSTRUCTION. STABILIZE AS REQUIRED.
ISTURBANCE, TYPICAL.
A DRAIN INLET PROTECTION CITY OF FEDERAL WAY
AND DETAILS. INSTALL CATCH BASIN FILTER BAGS AT
(LETS AS REQUIRED TO PREVENT SILT -LADEN WATER
RAINAGE SYSTEM, TYPICAL.
:XISTING EMERGENCY SHUTOFF (ESO) TO 48" ABOVE
R SHALL CONFIRM FINAL LOCATION WITH OWNER.
TO REMAIN AND BE PROTECTED. ADJUST RIM TO
EXISTING BOLLARDS.
EXISTING ADA SIGN.
JD GRUB LANDSCAPING TO PREPARE FOR NEW
tETE PAVEMENT TO REMAIN.
EOUENCE:
IMITS.
TO INSPECT CLEARING/GRADING LIMITS.
)NTROL PRACTICES (SILT FENCE, CATCH BASIN
OR TO INSPECT INITIAL EROSION CONTROL
ILITY LOCATES AND POTHOLE AREAS OF
)POSED UTILITY CONNECTIONS TO VERIFY IF
TE AS OUTLINED IN THE SITE PLAN WHILE
DING TEMPORARY EROSION AND SEDIMENT
SAME TIME.
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OR FOR APPROVAL OF PERMANENT EROSION
)ES.
METHODS AS PERMITTED BY THE BUILDING
ZMANENT EROSION PROTECTION AS NECESSARY.
MANENT EROSION PROTECTION UNTIL FULLY
I PERMIT NO. XX-XXXXXX-XX .,
CLIENT:
�Aj &
INpr
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222
barghausen.com
NO. I DATE I REVISION DESCRIPTION
112/9/191 CLIENT REVIEW
F
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SEAL
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ACCESSIBILITY
IMPROVEMENTS
31855 PACIFIC HWY S
• 8 320TH ST
FBDSiAL WAY, WA
FACILITY #5243
DESIGNED BY: LRH ALLIANCE MOM:
CMOs BY: AEM BP REPM:
DRAWN BY LRH ALLIANCE PM:
VERSION: PROJECT NO:
21074
SHEET NO:
TESC PLAN
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C2,0
GRADING NOTES:
1. ALL SPOT ELEVATIONS SHOWN ARE TO FINISH SURFACE (TOP OF ASPHALT OR TOP
OF CONCRETE PAVEMENT, NOT TOP OF CURB/SIDEWALK) UNLESS OTHERWISE NOTED.
(TC = TOP OF CONCRETE SIDEWALK/CURB, ME = MATCH EXISTING ELEVATIONS, FC
= FLUSH CURB, GB=GRADE BREAK)
2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PROPOSED GRADES IN
RELATIONSHIP TO SURVEYED BASIS OF ELEVATION.
3. FILL MATERIAL AND COMPACTION SHALL CONFORM TO CITY OF FEDERAL WAY
REQUIREMENTS.
4. CONTRACTOR TO PROTECT AND MAINTAIN EROSION CONTROL FACILITIES DURING
GRADING OPERATIONS.
5. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF FEDERAL
WAY REQUIREMENTS.
6. CONTRACTOR TO RAISE AND ADJUST PROPOSED SANITARY SEWER
CLEANOUTS/GREASE INTERCEPTOR LIDS TO FINAL GRADE AS NECESSARY. CATCH
BASINS WITHIN ADA ACCESSIBLE PATHS SHALL BE ADJUSTED TO FINAL ELEVATIONS
IN COMPLIANCE WITH CURRENT ADA REQUIREMENTS.
7. CONTRACTOR TO RAISE AND ADJUST ALL EXISTING AND PROPOSED CATCH BASIN
RIMS TO FINAL GRADE AS NECESSARY. CATCH BASINS WITHIN ADA ACCESSIBLE
PATHS SHALL BE ADJUSTED TO FINAL ELEVATIONS IN COMPLIANCE WITH CURRENT
ADA STANDARDS.
8. CONTRACTOR TO ORDER LOCATES AND FIELD VERIFY ALL UTILITIES PRIOR TO
CONSTRUCTION TO ENSURE THAT UTILITY CONFLICTS DO NOT EXIST. CONTRACTOR TO
REVIEW UTILITY ASBUILTS IN ORDER TO VERIFY EXISTING UTILITY LOCATIONS.
CONTRACTOR SHALL POTHOLE ALL POTENTIAL UTILITY CONFLICTS PRIOR TO
CONSTRUCTION. NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC OF ANY
CONFLICTS.
I Il i 1111'
BUILDING OVERHANG
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ACCESSIBILITY AND GRADING PLAN
ARCO ampm FEDERAL WAY
SECTION 8 TOWNSHIP 21 NORTH, RANGE 4 EAST W.M.
FEDERAL WAY, KING COUNTY, WASHINGTON
S 320TH STREET
I
O CONSTRUCTIOn
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1. NEW CONCRETE PAVEMENT.
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U.
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2. INSTALL CONCRETE SIDEWA
3. APPROXIMATE SAWCUT LINE
LINE AND ADJUST AS NECI
4. ENSURE ACCESSIBLE LAND'
SLOPE OF 1.5% IN ALL DI
5. CONSTRUCT ADA COMPLIAN
PAVING TO RAISED SIDEWAI
AND MAXIMUM CROSS SLO
6. CONSTRUCT ON —SITE BARF
7. PAVEMENT MARKINGS — 4'
ANGLE. SEE DETAIL 1 /C4.(
8. INSTALL ACCESSIBLE PARKI
2/C4.0.
9. ADJUST EMERGENCY SHUT(
CONTRACTOR TO CONFIRM
CONSTRUCTION.
10. CONSTRUCT FULL —DEPTH /
MINIMUM. SEE DETAIL 8/C,
11. INSTALL NO PARKING SIGN.
12. EXISTING MONITORING WELL
DO NOT EXIST. ADJUST LIC
13. PAINT ADA STALL SYMBOLS
14. INSTALL PROTECTIVE BOLLA
I NOTES:
SEE DETAIL 7/C4.0.
_K PER DETAIL 6/C4.0, TO GRADES SHOWN.
TYP. CONTRACTOR TO CUT IN A SMOOTH STRAIGHT
:SSARY TO ENSURE SMOOTH TRANSITIONS.
NO AT BASE OF AIR/WATER UNIT WITH A MAXIMUM
SECTIONS.
T RAMP. TRANSITION FROM ASPHALTIC CONCRETE
.K HEIGHT WITH MAXIMUM RUNNING SLOPE OF 8.3%
:'E OF 1.8%.
IER CURB PER DETAIL 4/C4.0.
WIDE WHITE PAINTED STRIPES 0 3' O.C. / 45'
NG STALL SIGN AT SHOWN LOCATION. SEE DETAIL
)FF (ESO) TO 48" ABOVE FINBISH WALKING SURFACE.
FINAL LOCATION WITH OWNER PRIOR TO
kSPHALT PAVEMENT MATCHING EXISTING SECTION AT
1.0.
SEE DETAIL 2/C4.0.
CONTRACTOR TO POTHOLE TO CONFIRM CONFLICTS
TO MATCH FINISH GRADES.
PER DETAIL 1 /C4.0.
RDS PER DETAIL 5/C4.0.
PERMIT NO. XX—XXXXXX—XX
CLIENT:
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222
barghausen.com
NO. I DATE I REVISION DESCRIPTION
i\ 112/9/191 CLIENT REVIEW
SEAL:
E Al;
EAT .. ... V.
ARCO
AM/Pl!
ACCESSIBILITY
IMPROVEMENTS
31855 PACIFIC HWY S
a 8 32M ST
SAL WAY, WA
FACILITY #5243
DESKM BY: LRH ALLIANCE Z&DM:
CHECKED BY: AEM BP RPM:
DRAWN BY: LRH AWANCE PM:
VERSION: PROJECT NO:
21074
ACCESSIBILITY AND
GRADING PLAN
APPROVED
DATE
C3mO
ACCESSIBLE PARKING STALL NOTES:
1. WIDTH OF STALLS AND ACCESS AISLES SHOULD BE MEASURED
FROM THE CENTERLINE OF THE STRIPING.
2. WHEEL STOPS ARE REQUIRED WHEN VEHICULAR OVERHANG WILL
ENCROACH INTO RAMPS, MINIMUM WIDTH OF WALKWAYS OR DOOR
LANDINGS.
3. SURFACE SLOPES OF PARKING AREAS AND ACCESS AISLES
SHOULD BE MINIMAL BUT ARE REQUIRED NOT TO EXCEED 2% IN
ANY DIRECTION.
4. RAMPS SHALL NOT ENCROACH INTO ANY VEHICLE TRAFFIC LANES,
PARKING SPACES OR OR PARKING ACCESS AISLES.
5. ACCESSIBLE SPACES SHALL BE AS CLOSE AS POSSIBLE TO THE
ACCESSIBLE BUILDING ENTRANCE.
6. WHEN ONLY ONE SPACE IS PROVIDED IT SHALL BE A 17' WIDE
MINIMUM VAN ACCESSIBLE SPACE LINED TO PROVIDE A 9'
PARKING AREA AND AN 8' ACCESS AISLE ON THE PASSENGER
SIDE OF THE STALL.
7. WHEN MORE THAN 1 SPACE IS REQUIRED, 2 SPACES CAN BE
PROVIDED WITHIN A 26' WIDE AREA WITH THE ACCESS AISLE
BETWEEN THEM.
TOTAL
SPACES
IN LOT
MINIMUM NUMBER OF
ACCESSIBLE SPACES
NUMBER OF VAN
ACCESSIBLE
SPACES
"WHEELCHAIR
USER ONLY"
SPACES
1 TO 25
1
1
-
26 TO 50
2
1
-
51 TO 75
3
1
-
76 TO 100
4
1
-
101 TO 150
5
-
1
151 TO 200
6
-
1
201 TO 300
7
-
2
301 TO 400
8
-
2
401 TO 500
9
-
2
"RESERVED PARKING" AND
"VAN ACCESSIBLE" SIGNS
SIGN
2'-0" (. (_ 2'-0"
CONSTRUCTION DETAILS
ARCO ampm FEDERAL WAY
SECTION 8 TOWNSHIP 21 NORTH, RANGE 4 EAST W.M.
FEDERAL WAY, KING COUNTY, WASHINGTON
is
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MIN. 8 -0" MIN.
CHEMATIC ACCESSIBLE PARKING LAYOUT
ALE: NOT TO SCALE
5 1 /2"
7 3/4"
NOT TO SCALE
Z" ►AIM /rnkAPArTm nr'PTWI
2" MIN.
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I— SUBGRADE TO BE COMPACTED TO 95% OF
MAXIMUM DRY DENSITY PER ASTM D1557.
CONTRACTOR TO REFERENCE GEQTECHNICAL
REPORT FOR SUBGRADE PREPARATION IN WET
WEATHER.
TYPICAL ASPHALT CONCRETE
PAVING SECTION
0
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0
i
3/8" X 4"
EXPANSION JOINT -
ZERO CURB FACE
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BOLLARD PAINTED 1 /3 BP YELLOW
COLOR ON TOP AND 2/3 BP PEARL
COLOR ON BOTTOM
6"0 STANDARD
BLACK PIPE
CONCRETE FILLED
d !J d
d d
a
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GUARD POST NOTES:
4
d \ GUARD POSTS SHALL COMPLY WITH ALL OF THE
\ FOLLOWING REQUIREMENTS:
1. STEEL TUBE SHALL CONFORM TO ASTM
. 4 ° /\ A53 GRADE A.
2. NUTS, BOLTS, & WASHERS SHALL
\\ \\ CONFORM TO ASTM A307.
18" 3. ALL STEEL PARTS SHALL BE GALVANIZED.
4. CONCRETE SHALL BE CLASS 3000.
5 BOLLARD DETAIL
C4.0 NOT TO SCALE
a
12"
FESERV®
PARKING
COLORS:
3 g -
SIGN BACKGROUND: WHITE, RETROREFLECTIVE SHEETING o
SIGN LEGEND: GREEN, RETROREFLECTIVE SHEETING
r 0
SYMBOL: WHITE ON BLUE BACKGROUND,
Q
RETROREFLECTIVE SHEETING
of a
Iz
RESERVED PARKING SIGN
z >r
g �
oUj
00a
VAN 2 =
ALE a'
214
18"
COLORS:
SIGN BACKGROUND: WHITE, RETROREFLECTIVE SHEETING
SIGN LEGEND: GREEN, RETROREFLECTIVE SHEETING
VAN ACCESSIBLE SIGN
,. 12 -
NO F
PARKING °O
USE SAME POST AND BOLLARD
DETAIL AS RESERVED PARKING SIGN.
COLORS:
SIGN BACKGROUND: WHITE, RETROREFLECTIVE SHEETING
SIGN LEGEND: GREEN, RETROREFLECTIVE SHEETING
NO PARKING SIGN
s
RESERVED
PARKING
VAN
ACCESM.E
` 2" GALV POST SET IN
CONCRETE
6" STEEL PIPE BOLLARD
(FILL WITH NON -SHRINK
GROUT, ROUND TOP)
= PAINTED BLUE
PREMOLDED EXPANSION JOINT
MATERIAL
CONCRETE PAD
14" LONG #4 REBAR
to
(TYP OF 4 PER BOLLARD)
CONCRETE FOOTING
d
A
24" DIA.
CCESSIBLE PARKING SIGNS
`�!�SCALE
NOT TO SCALE
4" CONCRETE WALK (BROOM FINISH) 1" RADIUS ON EDGE
WITH 6X6 - Wi .4XW1.4 W.W.F. 1 /2" EXPANSION JOINT W/
SEE SITE PLAN FOR WIDTH COMPRESSIBLE JOINT FILLER
ABUTTING CONCRETE PAVING
TOOLED JOINT 61p
SLOPE 1.0% MIN. ADJACENT PAVEMENT
2.0% MAX.
d d
VARIES, SITE SPECIFIC
4 COMPACTED GRAVEL
(NO VAPOR BARRIER)
\-EXISTING SUBGRADE
NOTES:
A. SIDEWALKS VARY FROM IN WIDTH.
CONTROL JOINTS TO BE PLACED AT SPACING EQUAL TO SIDEWALK WIDTH.
B. PROVIDE EXPANSION JOINTS AT 28' TO 30' O.C. MAXIMUM.
C. WHEN WALK IS ADJACENT TO THE BUILDING PROVIDE 3/8" X 4" IMPREGNATED FIBERBOARD.
-CONCRETE_ SIDEWALK
NOT TO SCALE
PF
44� WALKS: ARCO
40 MIN. 1. WALKWAYS MUST BE A MINIMUM OF 44" WIDE.
2. WALKWAYS MUST HAVE A CONTINUOUS COMMON SURFACE NOT B,W6Br00ASTPA0WC78rLLC
INTERRUPTED BY STEPS OR ABRUPT VERTICAL CHANGES IN
c4 ' LEVEL EXCEEDING 1/4". CHANGES IN LEVEL BETWEEN 1/4"
`V AND 1/2" MUST BE BEVELED AT 1:2.
3. SLOPE IN THE DIRECTION OF TRAVEL SHALL NOT EXCEED 1:20
(5%).
z 4. CROSS SLOPE DOES NOT EXCEED 1:48 GRADIENT (2.0%)
5. IN EXISTING FACILITIES AT LEAST ONE ACCESSIBLE ROUTE IS
1010 PROVIDED TO/FROM THE PARKING AND PUBLIC RIGHT OF WAY
TO AN ACCESSIBLE ENTRANCE. IN NEW CONSTRUCTION ALL
ENTRANCES AND ROUTES MUST BE ACCESSIBLE.
GRATING N
NOTES:
40" MIN. 1. WALKS, SIDEWALK AND PEDESTRIAN WAYS SHOULD NOT HAVE
GRATINGS WHENEVER POSSIBLE.
44" MIN. 2. IF GRATINGS ARE NECESSARY, THE GRID OPENINGS ARE A
MAXIMUM OF 1 /2" IN DIRECTION OF TRAFFIC FLOW.
CCESSIBLE ROUTE
ALE: NOT TO SCALE
6" MIN. THICK PORTLAND
CEMENT CONCRETE SLAB — 4,000 PSI
CONCRETE WITH FIBER REINFORCEMENT
(3LBS/CY)
da
a ° < < d a.
�-- 8" AGGREGATE BASE COURSE
YARD CONCRETE SECTION
NOT TO SCALE
I PERMIT NO. XX-XXXXXX-XX I
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222
barghausen.com
NO. DATE REVISION DESCRIPTION
i\ 112/9/191 CLIENT REVIEW
A
SEAL
DEVELOPMENT INFORMATION:
ARCO AM/PM
ACCESSIBILITY
IMPROVEMENTS
SITE ADDRESS:
31855 PACIFIC HWY S
a832MST
RMAL WAY, WA
FACILITY #5243
DESIGNED BY: LRH ALLIANCE Z&DM:
CHECKED BY: AEM BP REPM:
DRAWN BY: LRH AWANCE PM:
VERSION: PROJECT ft
21074
DRAVANG TITLE:
CONSTRUCTION
DETAILS
Ey.ID�*>i�I
NOT TO SCALE
C4m0