18-102604 (2)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 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.
EX.
SEWER LINE
EX.
SEWER MANHOLE
EX.
SEWER CLEANOUT
EX.
WATER LINE
EX.
FIRE HYDRANT
EX.
WATER METER
EX.
GATE VALVE
EX.
WATER VAULT
EX. SPOT ELEVATION
EX. CONTOUR
EX. FENCE
PROPOSED
STORM LINE
PROPOSED
CATCH BASIN TYPE I
PROPOSED
CATCH BASIN TYPE II
PROPOSED
SEWER LINE
PROPOSED
SEWER MANHOLE
PROPOSED
SEWER CLEANOUT
PROPOSED
WATER LINE
PROPOSED
FIRE HYDRANT
PROPOSED
WATER METER
PROPOSED
GATE VALVE
PROPOSED
SIGN
PROPOSED
SPOT ELEVATION
PROPOSED
CONTOUR
PROPOSED
EASEMENT LINE
PROPOSED
BUILDING LINE
PROPOSED CONCRETE
PROPOSED ASPHALT PAVEMENT
LEGEND:
•
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.
GENERAL SITE
DATA:
TOTAL SITE AREA
= 74,343 SF
m 1.71 AC
ROW DEDICATION
= 1081 SF m
0.02 AC
CRITICAL AREAS
= 0 SF
BUILDING FINISH FLOOR
= 423.50
ZONING
COMMUNITY
BUSINESS (BC)
SITE IMPERVIOUS AREA
= 50,678 SF a
1.16 AC = 68.2%
BUILDING
= 9,830 SF a 0.23 AC
PAVEMENT
= 32,800 SF a
0.75 AC
DETENTION POND
= 8,048 SF 0.18 AC
LANDSCAPE AREA
= 23,665 SF a
.55 AC
INSIDE PARKING LOT
= 4,933 SF a .11
AC
OUTSIDE PARKING LOT
= 18,732 SF Fks
.44 AC
..l
a
a
,:
a
a
REQUIRED 33 STALLS (2 ADA)
PROVIDED 36 STALLS (4 ADA)
PHILO WILKE PARTNERSHIP
11275 S. SAM HOUSTON PARKWAY W.
SUITE 200
HOUSTON, TEXAS 77031
(832) 554-1130
www.pwarch.com
CONTACT: BARRY LEONG
SURVEYOR
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVE SOUTH
KENT, WA 98032
(425) 251-6222
(425) 251-8782 (FAX)
CONTACT: BRIAN GILLOOLY
CIVIL ENGINEER
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVE SOUTH
KENT, WA 98032
(425) 251-6222
(425) 251-8782 (FAX)
CONTACT: DAN BALMELLI
SHEET INDEX
1 STALL
1.1 STAL
COVER SHEET
A PORTION OF THE NW 1/4 OF THE SW 1/4 OF SEC. 4, TWN 21 N,
RG 4 E, W.M. CITY OF FEDERAL WAY, KING COUNTY,
WASHINGTON
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1
C1
OF
10
COVER SHEET
C2
OF
10
EXISTING CONDITIONS AND DEMOLITION PLAN
C3
OF
10
TESC PLAN
C4
OF
10
GRADING PLAN
C5
OF
10
STORM DRAINAGE PLAN
C6
OF
10
WATER AND SANITARY SEWER PLAN
C7
OF
10
TESC NOTES AND DETAILS
C8
OF
10
CONSTRUCTION NOTES AND DETAILS
C9
OF
10
STORM SEWER NOTES AND DETAILS
C10
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WATER
AND
SEWER
NOTES
AND
DETAILS
1 OF 1 ALTA/NSPS LAND TITLE SURVEY
L1 OF 4 LANDSCAPE PLAN
L2 OF 4 LANDSCAPE NOTES AND DETAILS
L3 OF 4 IRRIGATION PLAN
L4 OF 4 IRRIGATION NOTES AND DETAILS
T1 OF 1 TREE AND VEGETATION RETENTION PLAN
CALL BEFORE YOU DIG A
MINIMUM OF 48 HOURS
PRIOR TO ANY EXCAVATION
811
HORIZONTAL DATUM:
NAVD 88/93 HOLDING POSITION OF WSDOT CONTROL POINT GP17099-285, HAVING A PUBLISHED NORTHING 131813.368 AND A
PUBLISHED EASTING 1273802.826.
BASIS OF BEARING: OBSERVED USING WNRS RTK GPS BEING N1'07'34"E, BETWEEN THE SOUTHWEST CORNER OF SECTION 4,
TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. AND THE WEST QUARTER CORNER OF SAID SECTION 4.
VERTICAL DATUM:
VERTICAL DATUM FOR THIS SURVEY IS NGVD29 PER CONVERTED WSDOT CONTROL POINT NO. GP17099-285. CONVERSION FORMULA
USED FOR THIS AREA IS NGVD29 = NAVD88 - 3.54'
REFERENCES:
1. KING COUNTY SUPERIOR COURT CAUSE NO. 06-2-01388-KNT, RECORDING NO. 20070626001067, RECORDS OF KING COUNTY.
2. DEED, RECORDING NO. 2501551, RECORDS OF KING COUNTY.
3. RECORD OF SURVEY, VOL.16, PG.248., RECORDS OF KING COUNTY.
4. RECORD OF SURVEY, REC. NO. 9103069012, RECORDS OF KING COUNTY.
5. BLA 9512139004, VOL.106, PG.262, RECORDS OF KING COUNTY.
6. DEED, RECORDING NO. 20030103001940, RECORDS OF KING COUNTY.
7. RECORD OF SURVEY, REC. NO. 20040909900003, RECORDS OF KING COUNTY.
8. OVERLOOK ONE CONDOMINIUM, VOL.206, P.079, REC. NO. 20050211001104, RECORDS OF KING COUNTY.
9. DEED, REC. NO. 20060214001784, RECORDS OF KING COUNTY.
10. DEED, REC. NO. 20071217001008, RECORDS OF KING COUNTY.
11. BOUNDARY LINE ADJUSTMENT, REC. NO. 9403109003
NARRATIVE:
THIS IS A FIELD TRAVERSE SURVEY. A TOPCON GT ROBOTIC TOTAL STATION, A SPECTRA PRECISION ROBOTIC TOTAL STATION, A
TOPCON GR5 GPS, SPECTRA PRECISION RANGER DATA COLLECTOR, AND A DELL TABLET WITH TOPCON MAGNET DATA COLLECTOR
SOFTWARE WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS
SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL INSTRUMENTS AND
EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS.
ASSESSORS PARCEL NUMBERS AND ADDRESSES:
APN. 042104-9033 NOT AVAILABLE IN PUBLIC RECORDS
APN. 042104-9157 29805 PACIFIC HWY S, FEDERAL WAY, 98003
GROSS LAND AREA:
GROSS LAND AREA: 74,343±S.F. (1.71±AC)
ZONING:
COMMUNITY BUSINESS (BC)
FLOOD ZONE:
THE SITE LIES WITHIN "FLOOD ZONE X - UNSHADED" PER THE FOLLOWING FEMA FIRM MAPS FOR KING COUNTY, WASHINGTON AND
INCORPORATED AREAS:
MAP NUMBER MAP REVISED MAP PANEL
53033C1235F MAY 16, 1995 1235 OF 1725
53033C1250F MAY 16, 1995 1250 OF 1725
"FLOOD ZONE X - UNSHADED" ARE AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN PER THE LEGEND ON SAID MAP
PANELS.
STRIPED PARKING:
(6) REGULAR PARKING STALLS
SURVEYOR'S NOTES:
1. ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET.
LEGAL DESCRIPTION:
(PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE NO. NCS-865869-WA1 DATED AUGUST 08, 2017 AT 7:30 A.M.)
PARCEL A:
THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 30 FEET EAST OF THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF
THE SOUTHWEST QUARTER OF SAID SECTION 4;
RUNNING THENCE NORTH 89' 45' 51" EAST 234.86 FEET TO THE WEST MARGINAL LINE OF PACIFIC HIGHWAY;
THENCE FOLLOWING THE SAID WESTERLY MARGINAL LINE NORTH V 41' 56" WEST 235.00 FEET, MORE OR LESS, TO THE SOUTHERLY
MARGINAL LINE OF NATIONAL PARK HIGHWAY;
THENCE FOLLOWING SAID MARGINAL LINE ON A CURVE, 240.00 FEET, MORE OR LESS, TO A POINT 30.00 FEET EAST OF THE WEST
SECTION LINE OF SAID SECTION 4;
THENCE SOUTH 0' 36' 37" EAST, PARALLEL TO SAID SECTION LINE 250.00 FEET, MORE OR LESS, TO THE POINT OF BEGINNING;
EXCEPT ANY PORTION THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 2501551.
AND EXCEPT THAT PORTION TAKEN BY THE CITY OF FEDERAL WAY UNDER KING COUNTY SUPERIOR COURT CAUSE NO.
06-2-01388-KNT, AND RECORDED JUNE 26, 2007 UNDER RECORDING NO. 20070626001067.
PARCEL B:
THE NORTH 100 FEET, AS MEASURED ON THE WEST LINE OF THE FOLLOWING DESCRIBED TRACT:
BEGINNING AT A POINT 30 FEET EAST AND 329.91 FEET NORTH OF THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON
THENCE EAST 241.13 FEET, MORE OR LESS, TO THE WEST LINE OF PACIFIC HIGHWAY;
THENCE NORTH ALONG THE WEST LINE OF SAID HIGHWAY 329.57 FEET;
THENCE WEST 234.86 FEET TO A POINT 30 FEET EAST OF THE WEST LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF SAID SECTION 4;
THENCE SOUTH 329.91 FEET TO THE POINT OF BEGINNING;
THE ABOVE PARCELS A AND B BEING DESCRIBED WHOLLY AND MORE PARTICULARLY AS FOLLOWS:
BEGINNING AT A POINT WHICH LIES SOUTH 58' 31' 14" EAST 39.00 FEET AND SOUTH OV 03' 44" WEST 100.00 FEET FROM THE
SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4,
TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON;
THENCE NORTH 01' 03' 44" EAST ALONG THE EAST MARGIN OF 16TH AVENUE SOUTH 361.30 FEET TO THE SOUTHERLY MARGIN OF
DASH POINT ROAD AND THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT, ALONG SAID MARGIN HAVING A CENTER POINT
WHICH BEARS NORTH 39' 36' 59" EAST A DISTANCE OF 189.15 FEET;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 61' 18' 05" ARC DISTANCE OF 202.37 FEET TO THE
WESTERLY MARGIN OF AUBURN-REDONDO ROAD (KING COUNTY ROAD NO. 1359);
THENCE SOUTH 28' 25' 23" EAST ALONG SAID MARGIN 82.17 FEET TO THE WEST MARGIN OF PACIFIC HIGHWAY SOUTH;
THENCE SOUTH 00' 02' 02" WEST 265.01 FEET TO A POINT WHICH BEARS SOUTH 88' 31' 14" EAST FROM THE POINT OF
BEGINNING;
THENCE NORTH 88' 31' 14" WEST 236.23 FEET TO THE POINT OF BEGINNING.
EXCEPT THAT PORTION TAKEN BY THE CITY OF FEDERAL WAY UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 06-2-01388-KNT,
AND RECORDED JUNE 26. 2007 UNDER RECORDING NO. 20070626001067.
UTILITY CONFLICT NOTE:
CAUMN:
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 ® 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 CONSULT
BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND
REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION
ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A
REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS
MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL
RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
PUBLIC LAND SURVEY OFFICE
1111 WASHINGTON STREET S.E.
P.O. BOX 47060
OLYMPIA, WASHINGTON 98504-7060
UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR
DESTROYED 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.
RESUBMITTED
MAR 19 2019
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
PERMIT NO. 18-102604-CO
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