18-102691 (2)FEDERAL WAY GENERAL SITE DEVELOPMENT 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 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. A UTILITY TRENCHES RIGHT-OF-WAY U L ENCHES IN THE RI HT F AY SHALL BE BACKFILLED "CR H ROCK A PAT T % E G 0 W LLED 5/8 US ED OC AND COMPACTED 0 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.
COVER SHEET
JACKSONS FOOD STORE #636 -FEDERAL WA Y, WA
NE 1/4 OF SE 1/4 OF SEC. 20, TWN. 21 N, RGf. 4E, W.M.
KING COUNTY WASHINGTON
I 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
WHETH
ER ER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTIL
ITIES 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.
LEGEND:
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__- _ 348TH ST
OWNER GEOTECHNICAL ENGINEER
PACWEST ENERGY, LLC GEOTECH CUNSULTANTS, LLC
3450 E. COMMERCIAL CT. 2401 10TH AVENUE EAST
MERIDIAN, ID 83642 SEATTLE WA, 98102
TEL: (208) 888-3585 TEL: (425) 747-5618
CONTACT: JACK DAVIS CONTACT: MARC MCGINNIS, P.E.
MECHANICAL/ELECTRICAL/
PLUMBING ENGINEER
ABOSSEIN ENGINEERING
1844 144TH AVE NE
BELLEVUE WA, 98004
TEL: (425) 462-9441
CONTACT: GARY WOMACK, P.E
PROPOSE
EXISTIN
SOILS
REPORT
NOTES:
BARRIER CURB
CURB
1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE CONSIDERED PART OF THESE
--- --
CONCRETE
PAINT STRIPE
CONSTRUCTION DOCUMENTS:
GEOTECHNICAL ENGINEERING REPORT:
__
CONCRETEE.
o==
PROPOSED RECONSTRUCED CONVENIENCE STORE
STAMPED CONCRETE
1520 SOUTH 348TH STREET & 34713 - 16TH AVENUE SOUTH
CONTOUR
--420--
(STORE #363)
PARKING CONCRETE
WATER
_W_ -w- _W_
FEDERAL WAY, WA
DATED JUNE 1, 2017
STORM DRAIN
- - SO- _ -
SOIL INVESTIGATION AS PERFORMED BY:
ASPHALT
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GEOTECH CONSULTANTS, INC.
TYPE 1 CATCH BASIN
❑
2401 10TH AVENUE E
PAVEMENT SWALE
...
SEATTLE, WA 98102
SAWCUT-------------
SANITARY
'S
HBEETHE
SS MANHOLE
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2. IT SHALL RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF
CONTOUR --- +118-----
THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF
WATER
W
GAS
-------- G---- -- ---
THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION.
WATER METER
®
POWER
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3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE
STORM DRAIN (SD)
ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE
TREE
ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC.
SANITARY SEWER (SS)
EX RETAINING WALL
4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE
GAS
G
SPOT ELEVATION
340.83�
EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS
ENGINEER SHALL SUBMIT FIELD REPORTS DOCUMENTING THAT THE METHODS AND MATERIALS OF
POWER
p
STREET LIGHT
THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS
TYPE 1 CATCH BASIN
METER
(B
INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER.
THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED
TYPE 2 CATCH BASIN
®
WITHIN THE SOILS REPORT. AT A MINIMUM, THIS INCLUDES THE OBERVADON OF THE FOLLOWING
SANITARY SEWER CLEANOUT
•
BY A SOILS ENGINEER:
A. OVER -EXCAVATION RECOMMENDATIONS
SLOPE ARROW
2.0%
B. PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH PAVEMENT
SPOT ELEVATION
jjL12
C. SUBGRADE PREPARATION OF CANOPY FOOTINGS
5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL.
R/W LIGHTING
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TRAFFIC ENGINEER
TRANSPORTATION ENGINEERING NORTHWEST
11400 SE 8TH STREET SUITE 200
BELLEVUE WA, 98004
TEL: (425) 250-0868
CONTACT: CHRISTOPHER BICKET, P.E.
LEGAL DESCRITPIONS:
(PER FIRST AMERICAN TITLE INSURANCE COMPANY'S REPORT NUMBER
2,
FILE NO. NCS-809029-WA1, DATED OCTOBER 28, 2016 AT 7:30
A.M.)
PARCEL 1:
(TAX LOT 889700-0095-05)
LOT 19 OF VICK ADDITION, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 45 OF PLATS, PAGE 27, IN KING COUNTY,
WASHINGTON.
EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY
BY DEED RECORDED JANUARY 18, 1977 AS RECORDING NO.
7701180056.
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ENGINEER/LANDSCAPE/
ARCHITECT/SURVEYOR
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE. SOUTH
KENT, WA 98032
TEL: (425) 251-6222
FAX: (425) 251-8782
CONTACT: CHRIS JENSEN, P.E./JEFF VARLEY, R.L.A./DAN GOALWIN, R.A./
OWEN B. HILLE, P.L.S.
S 344TH ST
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SHEET INDEX:
CIVIL
C1.0 - COVER SHEET
CIA - ITI COND ONS OF APPROVAL VL
C2.0 - EXISTING CONDITIONS MAP
C3.0 - TESC AND DEMOLITION PLAN
C3.1 - TESC NOTES AND DETAILS
C4.0 - SITE PLAN
C5.0 - HORIZONTAL CONTROL PLAN
C6.0 - GRADING PLAN
C7.0 - DRAINAGE PLAN
C7.1 - DRAINAGE DETAILS
C7.2 - DRAINAGE DETAILS
C8.0 - UTILITY PLAN
C8.1 - UTILITY DETAILS
C8.2 - UTILITY DETAILS
C8.3 - UTILITY DETAILS
C9.0 - SITE CROSS SECTION PLAN
C10.0 - 16TH AVENUE PLAN AND PROFILE
C10.1 - S 348TH ST PLAN AND PROFILE
C10.2 - CHANNELIZATION PLAN
C10.3 - FEDERAL WAY STANDARD DETAILS
C10.4 - FEDERAL WAY STANDARD DETAILS
C11.0 - CONSTRUCTION NOTES AND DETAILS
C11.1 - CONSTRUCTION NOTES AND DETAILS
C11.2 - CONSTRUCTION NOTES AND DETAILS
C11.3 - CONSTRUCTION NOTES AND DETAILS
LANDSCAPE
L1 - TREE RETENTION AND LANDSCAPE PLAN
L2 - LANDSCAPE NOTES AND DETAILS
L3 - IRRIGATION PLAN
L4 - IRRIGATION NOTES AND DETAILS
TRAFFIC
TS1.01 - TRAFFIC SIGNAL AND ILLUMINATION PLAN
TS1.02 - TRAFFIC SIGNAL WIRE DIAGRAM
TS1.03 - TRAFFIC SIGNAL AND ILLUMINATION
TS1.04 - ATS RED LIGHT CAMERA DETAILS
PHOTOMETRIC CALCULATIONS
FILE
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ALL SURVEY MONUMENTS, BENCHMARKS, LOT CORNERS AND SURVEY CONTROL POINTS MUST BE
PROTECTED IN PLACE. IF ANY SURVEY MONUMENTS ARE DESTROYED OR DAMAGED, THEY MUST
BE REPLACED BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S COST AND A LOT CORNER
RECORD FILED WITH THE COUNTY SURVEYOR.
SITE DATA:
ADDRESS-
ADDRESS: 1520 S 348TH STREET
CITY OF FEDERAL WAY PUBLIC WORKS INSPECTION
PHONE: (253) 835-2700
OWNER:
APN-
PROPERTY AREA:
DISTURBED AREA:
FEDERAL WAY, WA 98003
JACKSONS FOOD STORES
3450 EAST COMMERCIAL COURT
MERIDIAN, ID 83642
889700-0095 AND 889700-0115
45,698 (1.05 AC)
55,900 (1.28 AC)
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 CONTRACTORS RESPONSIBILITY TO RETRIEVE LATEST CAD
FILES FROM BARGHAUSEN CONSULTING ENGINEERS REFLECTING ANY ISSUED PLAN
REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL IMMEDIATELY BE NOTIFIED OF
ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION.
IMPERVIOUS AREA-
ROOF - 9,208 S.F.
- 24,621 S.F.
LMLP C��ICT NOTE:
PERVIOUS AREA:
EST. EARTHWORK
OUANTITIES:
CONCRETE
TOTAL - 33,829 S.F.
TOTAL - 8.100 S.F.
CUT: 2,700 CY
FILL: 3,300 CY
NET: 600 CY (FILL)
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 0 811 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.
'CONTRACTOR SHALL REFER TO THE REPORT OF GEOTECHNICAL INVESTIGATION
FOR THIS SITE PREPARED BY ASSOCIATED EARTH SCIENCES, INC. FOR
INSPECTION LINE FEDERAL WAY PUBLIC WORKS DEPARTMENT PRECONSTRUCTION/INSPECTION
NOTIFICATION NUMBER (253)835-2700.
0
PERMIT N �. 8 - Q 2 9 -00-CO
GRADING RECOMMENDATIONS. EARTHWORK QUANTITIES ARE APPROXIMATE.
CONTRACTOR TO VERIFY EARTHWORK QUANTITIES PRIOR TO CONSTRUCTION.
PARKING REQUIRED: 13 STALLS
0
PARKING PROVIDED:
ON -SITE = 18 STALLS PROVIDED (1 ADA STALL)
TOTAL = 18 STALLS PROVIDED
Know what's below.
FLOOD ZONE-
FLOOD ZONE X-SHADED ACCORDING TO FIRM NO.
Call before you dig.
12P41RI1VF1
53033C125OF AS PUBLISHED BY FEMA ON MARCH
16. 1995.
Dial811
(1-800-424-5555)
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