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ALL THOSE PORTIONS OF THE SOUTH 1/2 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST
W.M.; AND OF RENTON FARM ACREAGE, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE
37, RECORDS OF KING COUNTY, INCLUDING VACATED STREETS AND AVENUES ADJOINING AS WOULD
ATTACH BY OPERATION OF LAW; AND OF CAR WORKS ADDITION TO THE CITY OF RENTON, AS PER
PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, INCLUDING
VACATED STREETS, AVENUES, AND ALLEYS ADJOINING AS WOULD ATTACH BY OPERATION OF LAW,
DESCRIBED AS FOLLOWS:
BEGINNING AT THE EAST 1/4 CORNIER OF SAID SECTION 8, FROM WHICH POINT THE NORTHEAST
CORNER OF SAID SECTION BEARS NORTH 01'02'09" EAST; THENCE NORTH 89027'25" WEST, ALONG
THE NORTH LINE OF SAID SOUTH 1/2, A DISTANCE OF 2647.56 FEET TO AN EXISTING CENTER OF
SECTION MONUMENT; THENCE SOUTH 01'02'40" WEST, ALONG THE NORTH -SOUTH CENTER SECTION
LINE OF SAID SECTION 8, A DISTANCE OF 60.00 FEET TO THE SOUTHERLY MARGIN OF NORTH 8TH
STREET, AND THE SOUTH LINE OF THE NORTH 30.00 FEET OF BLOCK 1 IN SAID RENTON FARM
ACREAGE, AND THE TRUE POINT OF BEGINNING;
THENCE NORTH 89'27'25" WEST, ALONG THE SOUTH LINE OF THE NORTH 30.00 FEET OF SAID
BLOCK 1 AND ITS WESTERLY PROLONGATION, 986.13 FEET TO A POINT ON THE WEST LINE OF
BLOCK 2 IN SAID PLAT;
THENCE SOUTH 01'05'34" WEST, ALONG SAID WEST LINE AND ITS SOUTHERLY PROLONGATION,
1235.01 FEET TO THE SOUTHWEST CORNER OF BLOCK 5 OF SAID PLAT AND THE EASTERLY MARGIN
OF GARDEN AVENUE NORTH;
THENCE SOUTH 01'05'34" WEST, ALONG SAID EASTERLY MARGIN, 1,099.75 FEET TO THE NORTHWEST
CORNER OF LOT 1 IN BLOCK 4 OF THE AFORESAID CAR WORKS ADDITION TO THE CITY OF RENTON;
THENCE SOUTH 8T23'14" EAST, ALONG THE NORTH LINE OF SAID LOT 1 AND ITS EASTERLY
PROLONGATION, 119.00 FEET TO THE NORTHWEST CORNER OF LOT 6 OF SAID BLOCK 4;
THENCE SOUTH 01'05'51 " WEST, ALONG THE WEST LINE OF LOTS 6 THROUGH 10 OF SAID BLOCK
4, A DISTANCE OF 226.95 FEET TO THE SOUTHERLY LINE OF SAID BLOCK 4;
THENCE SOUTH 89023-14" EAST, ALONG THE SOUTHERLY LINE OF SAID BLOCK 4 AND ITS EASTERLY
PROLONGATION, 869.30 FEET TO A POINT ON THE NORTH -SOUTH CENTER OF SECTION LINE OF SAID
SECTION 8;
THENCE SOUTH 89023'14" EAST, ALONG THE SOUTH LINE OF BLOCK 13 AND ITS EASTERLY
PROLONGATION, IF ANY, OF SAID PLAT, 248.21 FEET TO THE WESTERLY MARGIN OF VACATED
HOUSER WAY NORTH (A.K.A. RAILROAD AVENUE);
THENCE NORTH 23'50'20" EAST, ALONG THE WESTERLY MARGIN OF SAID VACATED HOUSER WAY
NORTH, 414.23 FEET TO A POINT OF TANGENCY WITH A 789.02 FOOT RADIUS CIRCULAR CURVE TO
THE LEFT;
THENCE NORTHERLY, ALONG SAID CURVE AND SAID WESTERLY MARGIN, THROUGH A CENTRAL ANGLE
OF 2750'00", AN ARC DISTANCE OF 314.44 FEET, TO A POINT OF TANGENCY;
THENCE NORTH 01'00'20" EAST, ALONG SAID WESTERLY MARGIN 1621.58 FEET TO A POINT OF
TANGENCY WITH A 543.69 FOOT RADIUS CIRCULAR CURVE TO THE LEFT;
THENCE NORTHERLY, ALONG SAID CURVE AND SAID WESTERLY MARGIN, THROUGH A CENTRAL ANGLE
OF 00'07'54", AN ARC DISTANCE OF 1.25 FEET TO A POINT ON THE SOUTHWESTERLY MARGIN OF
THE BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY, SAID POINT BEING ON A 691.78 FOOT
RADIUS CIRCULAR CURVE TO THE LEFT, FROM WHICH POINT: THE CENTER BEARS SOUTH 39.27'38"
WEST;
THENCE NORTHWESTERLY, ALONG SAID CURVE AND SAID MARGIN, THROUGH A CENTRAL ANGLE OF
08'27'46", AN ARC DISTANCE OF 102.18 FEET;
THENCE CONTINUING ALONG SAID MARGIN NORTH 59'00'08" WEST 151.23 FEET TO A POINT OF
TANGENCY WITH A 757.01 FOOT RADIUS CIRCULAR CURVE TO THE RIGHT;
THENCE NORTHWESTERLY, ALONG SAID CURVE AND SAID MARGIN, THROUGH A CENTRAL ANGLE OF
14'46'33", AN ARC DISTANCE OF 195.22 FEET TO THE SOUTH LINE OF THE NORTH 60.00 FEET OF
THE SOUTH 1/2 OF SAID SECTION 8;
THENCE NORTH 89'27'25" WEST, ALONG SAID SOUTH LINE, 98.96 FEET TO THE POINT OF
BEGINNING;
EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF RENTON FOR PUBLIC STREET PURPOSES
BY DEED RECORDED UNDER RECORDING NO. 9212081715;
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
BPEC.tAI N101�
1. THIS IS A SUPERFUND SITE AND EH&S PLAN AND PACCAR'S SITE
DEVELOPMENT 15 POINT MEMO DATED JUNE 25, 2004 WILL BE FOLLOWED.
DURING ALL SUBSURFACE WORK, ENVIRONMENTAL CONSULTANTS MUST
OBSERVE CONSTRUCTION. PACCAR TO BE ADVISED IMMEDIATELY IF OILY SOIL
OR DEBRIS SUCH AS DRUMS, TANKS, ETC. ARE FOUND.
2. CONTAMINATED SOILS - ANY CONTAMINATED SOILS EXCAVATED DURING THIS
PHASE OF THE PROJECT SHALL BE PLACED IN THE SOUTH HALF OF THE
SOUTHWEST CORNER OF THE PROPERTY. THIS IS A LOW LYING AREA OF THE
PREVIOUSLY DEVELOPED PART OF THE SITE. THESE SOILS WILL HAVE TO BE
TRACKED AND CAPPED AS DIRECTED BY HART CROWSER.
3. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL WET AND DRY UTILITIES
THAT ARE CAPPED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES
TO ENSURE THIS OCCURS.
4. ALL UTILITY TRENCHES SHALL USE FILTER FABRIC ON THE BOTTOM AND
SIDES OF TRENCH TO SEPARATE NATIVE SOILS AND FILL.
5. ANY SOIL EXCAVATED FROM BELOW 1 FOOT BENEATH NATIVE GRADE (UTILITY
TRENCHING SPOILS, EXCAVATION FOR SUBGRADE PREPARATION, ETC.) SHALL
BE CONSIDERED CONTAMINATED SOIL AND WILL BE REQUIRED TO BE PLACED
AS SHOWN ON SHEETS T8 AND T10 OF THE TEMPORARY EROSION CONTROL
PLANS FOR THIS SITE.
6. ALL TRENCHING AND EXCAVATION WORK IN AREAS BELOW THE CLEAN CAP
(IE WITHIN CONTAMINATED SOILS) SHALL BE IN STRICT CONFORMANCE WITH
PART 3 OF THE PROJECT MANUAL ENTITLED 'ENVIRONMENTAL CONDITIONS'
AND WITH THE GEOTECHNICAL REPORT BY HART CROWSER DATED 11/6/02,
NO EXCEPTIONS WILL BE ALLOWED.
7. ALL BACKFILL WORK AND MATERIALS ASSOCIATED WITH ALL TRENCHING AND
EXCAVATION WORK SHALL BE IN STRICT CONFORMANCE WITH PART 2 OF THE
PROJECT MANUAL ENTITLED 'ENVIRONMENTAL CONDITIONS' AND WITH THE
GEOTECHNICAL REPORT BY HART CROWSER DATED 11/6/02. ALL BACK
FILLED TRENCHING AND LARGE EXCAVATION AREAS WILL BE LINED WITH A
PERVIOUS GEOTEXTILE FABRIC (WHITE) TO DELINEATE CLEAN BACKFILL
MATERIAL FROM EXISTING CONTAMINATED SOILS.
8. RELOCATION OF THE PRE -LOAD FILL FROM THE EAST SIDE OF THE SITE
ALONG N 4TH ST. AND HOUSER WAY N TO THE WEST SIDE OF THE SITE
ALONG N 4TH ST. AND GARDEN AVE. N, IS APPROVED FOR 5 YEARS.
DURING THE FIRST QUARTER OF THE FOURTH YEAR THE APPLICANT SHALL
EITHER:
8.1. SUBMIT A LAND USE APPLICATION FOR A SPECIAL GRADE AND FILL
PERMIT TO PERMIT THE FILL TO REMAIN ON THE SITE FOR A PERIOD
BEYOND 5 YEARS; OR
8.2. SUBMIT A LAND USE APPLICATION FOR ANOTHER TYPE OF DEVELOPMENT
THAT WOULD NECESSITATE THE USE OF THE FILL AS A PRE -LOAD; OR
8.3. SUBMIT TO THE CITY A UTILITY CONSTRUCTION PERMIT FOR THE
REMOVAL OF THE FILL THAT IDENTIFIES FINISHED SITE GRADES AT THE
MINIMUM NECESSARY ELEVATION TO COMPLY WITH THE SITE REMEDIATION
STANDARDS AS IDENTIFIED IN THE CONSENT DECREE.
COVER SHEET
PACCAR PARTS WAREHOUSE
Know what's below.
CONTACTS:
/1l A /L IC M.
777 106TH AVENUE NE
BELLEVUE, WA 98004
CONTACT: SCOTT SEDBERRY
(425) 468-7318
ENGINEER
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVENUE SOUTH
KENT, WA 98032
PHONE: (425) 251-6222
CONTACT: JASON G. HUBBELL, P.E.
EMAIL: JHUBBELLOBARGHAUSEN.COM
SOILS ENGINEER:
HART CROWSER
1700 WES7LAKE AVENUE NORTH, SUITE 200
SEATTLE, WASHINGTON 98109-6212
(206)324-9530
SARAH B. UPSALI, PHD, PE
SURVEYCIR
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVENUE SOUTH
KENT, WA 98032
PHONE: (425) 251-6222
CONTACT: DENNIS SALTYS, P.L.S.
EMAIL: DSALTYSOBARGHAUSEN.COM
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BASIS OF BEARINGS:
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CONTROL POINT NO. 1879 WAS HELD FOR
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POINT NO. 1879 AND CONTROL POINT NO. 1847
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SANITARY SEWER MANHOLE (SSMH)
WAS HELD FOR ROTATION, BEING NORTH
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ALL THOSE PORTIONS OF THE SOUTH 1/2 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST
W.M.; AND OF RENTON FARM ACREAGE, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE
37, RECORDS OF KING COUNTY, INCLUDING VACATED STREETS AND AVENUES ADJOINING AS WOULD
ATTACH BY OPERATION OF LAW; AND OF CAR WORKS ADDITION TO THE CITY OF RENTON, AS PER
PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, INCLUDING
VACATED STREETS, AVENUES, AND ALLEYS ADJOINING AS WOULD ATTACH BY OPERATION OF LAW,
DESCRIBED AS FOLLOWS:
BEGINNING AT THE EAST 1/4 CORNIER OF SAID SECTION 8, FROM WHICH POINT THE NORTHEAST
CORNER OF SAID SECTION BEARS NORTH 01'02'09" EAST; THENCE NORTH 89027'25" WEST, ALONG
THE NORTH LINE OF SAID SOUTH 1/2, A DISTANCE OF 2647.56 FEET TO AN EXISTING CENTER OF
SECTION MONUMENT; THENCE SOUTH 01'02'40" WEST, ALONG THE NORTH -SOUTH CENTER SECTION
LINE OF SAID SECTION 8, A DISTANCE OF 60.00 FEET TO THE SOUTHERLY MARGIN OF NORTH 8TH
STREET, AND THE SOUTH LINE OF THE NORTH 30.00 FEET OF BLOCK 1 IN SAID RENTON FARM
ACREAGE, AND THE TRUE POINT OF BEGINNING;
THENCE NORTH 89'27'25" WEST, ALONG THE SOUTH LINE OF THE NORTH 30.00 FEET OF SAID
BLOCK 1 AND ITS WESTERLY PROLONGATION, 986.13 FEET TO A POINT ON THE WEST LINE OF
BLOCK 2 IN SAID PLAT;
THENCE SOUTH 01'05'34" WEST, ALONG SAID WEST LINE AND ITS SOUTHERLY PROLONGATION,
1235.01 FEET TO THE SOUTHWEST CORNER OF BLOCK 5 OF SAID PLAT AND THE EASTERLY MARGIN
OF GARDEN AVENUE NORTH;
THENCE SOUTH 01'05'34" WEST, ALONG SAID EASTERLY MARGIN, 1,099.75 FEET TO THE NORTHWEST
CORNER OF LOT 1 IN BLOCK 4 OF THE AFORESAID CAR WORKS ADDITION TO THE CITY OF RENTON;
THENCE SOUTH 8T23'14" EAST, ALONG THE NORTH LINE OF SAID LOT 1 AND ITS EASTERLY
PROLONGATION, 119.00 FEET TO THE NORTHWEST CORNER OF LOT 6 OF SAID BLOCK 4;
THENCE SOUTH 01'05'51 " WEST, ALONG THE WEST LINE OF LOTS 6 THROUGH 10 OF SAID BLOCK
4, A DISTANCE OF 226.95 FEET TO THE SOUTHERLY LINE OF SAID BLOCK 4;
THENCE SOUTH 89023-14" EAST, ALONG THE SOUTHERLY LINE OF SAID BLOCK 4 AND ITS EASTERLY
PROLONGATION, 869.30 FEET TO A POINT ON THE NORTH -SOUTH CENTER OF SECTION LINE OF SAID
SECTION 8;
THENCE SOUTH 89023'14" EAST, ALONG THE SOUTH LINE OF BLOCK 13 AND ITS EASTERLY
PROLONGATION, IF ANY, OF SAID PLAT, 248.21 FEET TO THE WESTERLY MARGIN OF VACATED
HOUSER WAY NORTH (A.K.A. RAILROAD AVENUE);
THENCE NORTH 23'50'20" EAST, ALONG THE WESTERLY MARGIN OF SAID VACATED HOUSER WAY
NORTH, 414.23 FEET TO A POINT OF TANGENCY WITH A 789.02 FOOT RADIUS CIRCULAR CURVE TO
THE LEFT;
THENCE NORTHERLY, ALONG SAID CURVE AND SAID WESTERLY MARGIN, THROUGH A CENTRAL ANGLE
OF 2750'00", AN ARC DISTANCE OF 314.44 FEET, TO A POINT OF TANGENCY;
THENCE NORTH 01'00'20" EAST, ALONG SAID WESTERLY MARGIN 1621.58 FEET TO A POINT OF
TANGENCY WITH A 543.69 FOOT RADIUS CIRCULAR CURVE TO THE LEFT;
THENCE NORTHERLY, ALONG SAID CURVE AND SAID WESTERLY MARGIN, THROUGH A CENTRAL ANGLE
OF 00'07'54", AN ARC DISTANCE OF 1.25 FEET TO A POINT ON THE SOUTHWESTERLY MARGIN OF
THE BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY, SAID POINT BEING ON A 691.78 FOOT
RADIUS CIRCULAR CURVE TO THE LEFT, FROM WHICH POINT: THE CENTER BEARS SOUTH 39.27'38"
WEST;
THENCE NORTHWESTERLY, ALONG SAID CURVE AND SAID MARGIN, THROUGH A CENTRAL ANGLE OF
08'27'46", AN ARC DISTANCE OF 102.18 FEET;
THENCE CONTINUING ALONG SAID MARGIN NORTH 59'00'08" WEST 151.23 FEET TO A POINT OF
TANGENCY WITH A 757.01 FOOT RADIUS CIRCULAR CURVE TO THE RIGHT;
THENCE NORTHWESTERLY, ALONG SAID CURVE AND SAID MARGIN, THROUGH A CENTRAL ANGLE OF
14'46'33", AN ARC DISTANCE OF 195.22 FEET TO THE SOUTH LINE OF THE NORTH 60.00 FEET OF
THE SOUTH 1/2 OF SAID SECTION 8;
THENCE NORTH 89'27'25" WEST, ALONG SAID SOUTH LINE, 98.96 FEET TO THE POINT OF
BEGINNING;
EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF RENTON FOR PUBLIC STREET PURPOSES
BY DEED RECORDED UNDER RECORDING NO. 9212081715;
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
BPEC.tAI N101�
1. THIS IS A SUPERFUND SITE AND EH&S PLAN AND PACCAR'S SITE
DEVELOPMENT 15 POINT MEMO DATED JUNE 25, 2004 WILL BE FOLLOWED.
DURING ALL SUBSURFACE WORK, ENVIRONMENTAL CONSULTANTS MUST
OBSERVE CONSTRUCTION. PACCAR TO BE ADVISED IMMEDIATELY IF OILY SOIL
OR DEBRIS SUCH AS DRUMS, TANKS, ETC. ARE FOUND.
2. CONTAMINATED SOILS - ANY CONTAMINATED SOILS EXCAVATED DURING THIS
PHASE OF THE PROJECT SHALL BE PLACED IN THE SOUTH HALF OF THE
SOUTHWEST CORNER OF THE PROPERTY. THIS IS A LOW LYING AREA OF THE
PREVIOUSLY DEVELOPED PART OF THE SITE. THESE SOILS WILL HAVE TO BE
TRACKED AND CAPPED AS DIRECTED BY HART CROWSER.
3. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL WET AND DRY UTILITIES
THAT ARE CAPPED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES
TO ENSURE THIS OCCURS.
4. ALL UTILITY TRENCHES SHALL USE FILTER FABRIC ON THE BOTTOM AND
SIDES OF TRENCH TO SEPARATE NATIVE SOILS AND FILL.
5. ANY SOIL EXCAVATED FROM BELOW 1 FOOT BENEATH NATIVE GRADE (UTILITY
TRENCHING SPOILS, EXCAVATION FOR SUBGRADE PREPARATION, ETC.) SHALL
BE CONSIDERED CONTAMINATED SOIL AND WILL BE REQUIRED TO BE PLACED
AS SHOWN ON SHEETS T8 AND T10 OF THE TEMPORARY EROSION CONTROL
PLANS FOR THIS SITE.
6. ALL TRENCHING AND EXCAVATION WORK IN AREAS BELOW THE CLEAN CAP
(IE WITHIN CONTAMINATED SOILS) SHALL BE IN STRICT CONFORMANCE WITH
PART 3 OF THE PROJECT MANUAL ENTITLED 'ENVIRONMENTAL CONDITIONS'
AND WITH THE GEOTECHNICAL REPORT BY HART CROWSER DATED 11/6/02,
NO EXCEPTIONS WILL BE ALLOWED.
7. ALL BACKFILL WORK AND MATERIALS ASSOCIATED WITH ALL TRENCHING AND
EXCAVATION WORK SHALL BE IN STRICT CONFORMANCE WITH PART 2 OF THE
PROJECT MANUAL ENTITLED 'ENVIRONMENTAL CONDITIONS' AND WITH THE
GEOTECHNICAL REPORT BY HART CROWSER DATED 11/6/02. ALL BACK
FILLED TRENCHING AND LARGE EXCAVATION AREAS WILL BE LINED WITH A
PERVIOUS GEOTEXTILE FABRIC (WHITE) TO DELINEATE CLEAN BACKFILL
MATERIAL FROM EXISTING CONTAMINATED SOILS.
8. RELOCATION OF THE PRE -LOAD FILL FROM THE EAST SIDE OF THE SITE
ALONG N 4TH ST. AND HOUSER WAY N TO THE WEST SIDE OF THE SITE
ALONG N 4TH ST. AND GARDEN AVE. N, IS APPROVED FOR 5 YEARS.
DURING THE FIRST QUARTER OF THE FOURTH YEAR THE APPLICANT SHALL
EITHER:
8.1. SUBMIT A LAND USE APPLICATION FOR A SPECIAL GRADE AND FILL
PERMIT TO PERMIT THE FILL TO REMAIN ON THE SITE FOR A PERIOD
BEYOND 5 YEARS; OR
8.2. SUBMIT A LAND USE APPLICATION FOR ANOTHER TYPE OF DEVELOPMENT
THAT WOULD NECESSITATE THE USE OF THE FILL AS A PRE -LOAD; OR
8.3. SUBMIT TO THE CITY A UTILITY CONSTRUCTION PERMIT FOR THE
REMOVAL OF THE FILL THAT IDENTIFIES FINISHED SITE GRADES AT THE
MINIMUM NECESSARY ELEVATION TO COMPLY WITH THE SITE REMEDIATION
STANDARDS AS IDENTIFIED IN THE CONSENT DECREE.
COVER SHEET
PACCAR PARTS WAREHOUSE
Know what's below.
CONTACTS:
/1l A /L IC M.
777 106TH AVENUE NE
BELLEVUE, WA 98004
CONTACT: SCOTT SEDBERRY
(425) 468-7318
ENGINEER
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVENUE SOUTH
KENT, WA 98032
PHONE: (425) 251-6222
CONTACT: JASON G. HUBBELL, P.E.
EMAIL: JHUBBELLOBARGHAUSEN.COM
SOILS ENGINEER:
HART CROWSER
1700 WES7LAKE AVENUE NORTH, SUITE 200
SEATTLE, WASHINGTON 98109-6212
(206)324-9530
SARAH B. UPSALI, PHD, PE
SURVEYCIR
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVENUE SOUTH
KENT, WA 98032
PHONE: (425) 251-6222
CONTACT: DENNIS SALTYS, P.L.S.
EMAIL: DSALTYSOBARGHAUSEN.COM
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 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 CONSULT BARGHAUSEN CONSULTING
ENGINEERS, INC. AND THE CITY OF SUMNER ENGINEER TO RESOLVE ALL PROBLEMS PRIOR
TO PROCEEDING WITH CONSTRUCTION.
NORTH 8TH ST
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SITE
NORTH 4TH ST
NORTH 3RD ST
WAN" " MAP
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BASIS OF BEARINGS:
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BASIS OF BEARINGS FOR THIS SURVEY IS NAD
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83/91, PER CITY OF RENTON. CITY OF RENTON
®
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CONTROL POINT NO. 1879 WAS HELD FOR
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POSITION, AND A LINE BETWEEN SAID CONTROL
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POINT NO. 1879 AND CONTROL POINT NO. 1847
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SANITARY SEWER MANHOLE (SSMH)
WAS HELD FOR ROTATION, BEING NORTH
CLEANOUT (AS NOTED)
O
29'49'25" EAST.
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31
VERTICAL DATUM:
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VERTICAL DATUM FOR THIS PROJECT IS NAVD88
PROJECT LIMITS
PER CITY OF .OF RENTON
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CONTROL POINT NO.N18417 WAS HELD FOR
SHEET INDEX
ELEVATION, BEING 37.84 FEET (NAVD88)
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DATES OF SURVEY:
CI OF 21
COYM SHEET
FIELD SURVEY BY BARGHAUSEN CONSULTING
C2
C ATE
ENGINEERS, INC. CONDUCTED IN JUNE, 2014.
C3 OF 21
��� BE
MONUMENTS SHOWN AS FOUND WERE
FOUND REBAR/CAP (AS NOTED)
LUCL
VISITED AT THAT TIME.
VISITED
C4 OF 21
CIRRAL M PLAN- NE
W
Y
C5 OF 21
STORM PLAN- SEi
TAX ACCOUNT NUMBERS:
a .
LOLOL
A.P.N. 722300-0010, 082305-9197, AND
CO OF 21
BTOM PLAN- NE
082305-9170
C7 OF 21
WATER AND BEVAN - BE
r
N
N
I
CS OF 21
WATT AND SEINER - NE
W
< 4:
C9 OF 21
WATER PLAN - MW
T14
C10 OF 21
WATER PRORM
GAS LINE
C11 OF 21
WATT PROFLES
-P(XX)
CM OF 21
STORM LINE
CM OF 21
PONS? PLAN AND DUALS
CM OF 21
RAIN GAMM PLAN AND DETAILS
C15 OF 21
BITE CONSTRUCTION DETAILS
C% OF 21
CONffTRUCT1ON NIOTM
C9 OF 21
WATT DETAILS
CIS OF 21
DUALS
C19 OF 21
CXX49TRJCTM DETAILS
C20 OF 21
0ON8TRUCT1ON DETAILS
C21 OF 21
CON87RUCTION DETAILS
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 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 CONSULT BARGHAUSEN CONSULTING
ENGINEERS, INC. AND THE CITY OF SUMNER ENGINEER TO RESOLVE ALL PROBLEMS PRIOR
TO PROCEEDING WITH CONSTRUCTION.
NORTH 8TH ST
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C)
NORTH 6TH ST M oLn
o Ln
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Z N
D �
A
2
SITE
NORTH 4TH ST
NORTH 3RD ST
WAN" " MAP
(NOT -TO -SCALE)
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1-5
NE 0A
8 NONwAYNE
ATE I►iEA ZOMq
EXISTING SITE AREA=1,094,788 SF / 25.1 AC. HEAVY INDUSTRIAL
AREA DISTURBED DURING CONSTRUCTION= 1,056,358 SF / 24.3 AC CKMAL
IMPERVIOUS AREA = 290,454 SF 6.67 AC *SEISMIC HAZARD AREA
*AQUIFER PROTECTION ZONE 2
ATE ADDFEffi
N. 4TH ST AND ROUSER WAY N.
R 382901
(NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE WP)
PROPOSED TELEPHONE LINE
PROPOSED GAS LINE
PROPOSED POWER LINE
PROPOSED STREET LIGHTS
PROPOSED LOT LIGHTS
PROPOSED SANITARY SEWER
PROPOSED WATER LINE W
PROPOSED FIRE HYDRANT
PROPOSED FIRE HYDRANT /1
PROPOSED TYPE 11 CATCH BASIN
LO
PROPOSED TYPE I CATCH BASIN
C
0
PROPOSED STORM DRAINAGE LINE
d
PROPOSED SANITARY SEWER MANHOLE
•
POWER POLE
®
PROPOSED SPOT ELEVATIONS
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HOGWIRE FENCE
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EXISTING SITE AREA=1,094,788 SF / 25.1 AC. HEAVY INDUSTRIAL
AREA DISTURBED DURING CONSTRUCTION= 1,056,358 SF / 24.3 AC CKMAL
IMPERVIOUS AREA = 290,454 SF 6.67 AC *SEISMIC HAZARD AREA
*AQUIFER PROTECTION ZONE 2
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N. 4TH ST AND ROUSER WAY N.
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(NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE WP)
PROPOSED TELEPHONE LINE
PROPOSED GAS LINE
PROPOSED POWER LINE
PROPOSED STREET LIGHTS
PROPOSED LOT LIGHTS
PROPOSED SANITARY SEWER
PROPOSED WATER LINE W
PROPOSED FIRE HYDRANT
PROPOSED FIRE HYDRANT /1
PROPOSED TYPE 11 CATCH BASIN
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PROPOSED TYPE I CATCH BASIN
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PROPOSED STORM DRAINAGE LINE
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PROPOSED SANITARY SEWER MANHOLE
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POWER POLE
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PROPOSED SPOT ELEVATIONS
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MATCH EXISTING ELEVATION
tME
SIDEWALK ELEVATION
SW
ROOF DOWN SPOUT LOCATION
DS
PROPOSED FINISHED GRADE CONTOURS - - - - - - - - - - - -
RIPRAP PAD
LIGHT DUTY ASPHALT
HEAVY DUTY ASPHALT
PROPOSED FENCE
PROPOSED CONCRETE
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.
EX/497M
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LUMINAIRE (LUM.)
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JUNCTION BOX (AS NOTED)
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STORM MANHOLE (SDMH)
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SANITARY SEWER MANHOLE (SSMH)
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CLEANOUT (AS NOTED)
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GAS METER
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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.
EX/497M
-
LUMINAIRE (LUM.)
fir❑
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METER
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POWER POLE
®
JUNCTION BOX (AS NOTED)
®
TELEPHONE MANHOLE
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®
STORM MANHOLE (SDMH)
SANITARY SEWER MANHOLE (SSMH)
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CLEANOUT (AS NOTED)
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MONITOR WELL
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DIRECTIONAL ARROW
N
SURVEY MONUMENT (AS NOTED)
BENCHMARK
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SECTION CORNER (AS NOTED)
U
FOUND REBAR/CAP (AS NOTED)
0
FOUND LEAD/TACK
SURVEY CONTROL STATION
R
PROPERTY LINE
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HANDICAP
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CONCRETE
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GRAVEL/SAND (AS NOTED)
W
BUILDING LINE
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CMN LINK FENCE
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HOGWIRE FENCE
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WATER LINE
GAS LINE
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OVERHEAD/UNDERGROUND TEL. LINE
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OVERHEAD/UNDERGROUND PWR. LINE
STORM LINE
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SEWER LINE
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CITY OF RENTON
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