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Phone: 425822-4446
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Internet: WWW.Otak.COM
30209.001.001
Project No.
FILV CO-2
Sheet No.
�ALL BEFORE YOU DIG 1-800-424-55551 Sheet 1 of 1
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Secti�-ns 29 & 32, Township 24 North, Range 5 East, W. M•
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VAULT 9 p i� .
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Barbee Moll Soil Remediation Project
4101 Lake Washington Blvd. North, Renton
SITE PLAN �:.1
Sections 29 & 32, Township 24 North, Ilan qe . * 5 East, W. M.
LEGEND
1 . �,. I 2 s f '7 f / '1\ •,..,,,K,,. `yw,,,,,..,. '�' vt f j'A = I-, 'r / i ' /"/ f/
01
Property Boundary.y.h� �i J [T f j f/
-r.""">•,.,,. %/ '.�`" I `# fi`9 !•'.� jY�x p, _ r7e. 18
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Surface Water Feature
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, . ,,,� .: •�• C;� /
Estimated Extent of Soil Excavation
24 -' /r ti,°� / D�/j', i ff
i s ; // f
.` / ryes �;= i� 1 q
�; wa. �� i % � ., ��_a �,: ;`j3' '\ �a t i ,"M1s •.r"' i � "A� � (°
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Soil Handling/Stockpile Area Boundary (Preliminary)
' UNIMPROVED ARC:A WITH DEBRIS P ES
Existing Utility to be Rerouted Prior to Excavation of
•lep Quendall Terminals
Existing s g Storm Sewer Catch Basins/Culverts to be Proper ty •
Replaced /
p d Following Construction 4eINTESECTION
SOUTH LINE SEC 29
WITH WEST R/R LINE�/
NORTHERN PACIFIC RR
r RIGHT—OF—WAYIWP
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BREAK LINE 74 •I/ �
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1! 1 STORY METAL 1 STORY METAL BUILDING ON CONCRETE, FFv24.74 AC PAveut 1RACI( ,
AC PAVING BUILDING, FF-23.06 AC PANNO �/
AC PAVING BUILDING. FFs22.00 ` .hr,. .i s�2 1 & 2 STORY METAL ' �P Q / / 7e �` / ._; j/ ' e• /
BUILDING, FF-26.50ff
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IN NEC OF CONCRETE WALL. r Se ■ �g �.+ % ,` /,y ! /
ELEVATION - 21.82 r•7 /ff/ ! f f-� .:'
1
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YMETAL
BUI S� f'fr25.;i0— / � / h3• %�� � s
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rox. 8,000`sq�. ft.
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E ENCLOSURE• R' f F`'/i i /' /!' / J *)W° 4 ° • ,pr,._ t,:.. DS , ,0� •6 I / ,/ / �' fi, T
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Q O AC - 2094 , / ry/ % ►' 4 \ /` :' , / /_' ° GRAPH ti
IC SCALE
Q W / % 14. i ,/, / f f` CHISELED a
SOUARk. j= i 1 1 \ i .'
IN sm ELEVATION 9eA� 1 t � z, i� b1 /�' 30 0 23 30 100 200
O ✓ y !' ¢` rti. �'iI `_ I ( t tr I /f� l/ / f/'J
(� 8 1• e ! d• I i IN FEET )
•�' ,• /' i �' �, DIRT I # / �� f% / OLE HAS 1 [T
a � d � � :' ' '� ,a' ;• ,' � % �`, ;i j. 1 Inch � 50 ft.
~J N '� it �� //• ! / % / J..: - -
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PEb
4101 Lake Washington Blvd. North, Renton
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LEGEND:
AC ASPHALTIC
CONCRETE
BOT BOTTOM ELEVATION
BM BENCH MARK
BO BLOW -OFF VALVE
CB o CATCH BASIN
CC CONCRETE CURB
CL CHAIN LINK
CMP CORRUGATED
METAL PIPE
CO CLEANOUT
CP CONCRETE PIPE
CS CONCRETE
SLAB/STEPS
CW CONCRETE WALK/WALL
10"D DECIDUOUS TREE
(SIZE SHOWN)
DI DRAIN INLET
EC ELECTRICAL
CONDUIT
EJB • ELECTRICAL JUNCTION
BOX
EM ELECTRICAL METER
ET ELECTRICAL
TRANSFORMER
10'E EVERGREEN TREE
(SIZE SHOWN)
O EXISTING IRON
PIN/PIPE
FF FINISHED FLOOR
A FIRE HYDRANT
G GAS MAIN
o GAS METER
• GAS VALVE
GAS VA;_VE MARKER
• GUARD POST
E-- GUY ANCHOR
HP HEAT —PUMP
INV. INVERT
IP IRON PIPE
(M) MEASURED DATA
45 MONITOR WELL
PIV POST INDICATOR
VALVE
P POWER WIRE
PVC POLY VINYL
CHLORIDE
RR RAILROAD
(R) RECORD DATA
SS SANITARY SEWER
SSMH o SANITARY SEWER
MANHOLE
0 SET TACK IN LEAD
® SET TACK IN LEAD IN
BRASS I.D. DISC
• SET IRON PIN
WITH ID CAP
SD STORM DRAIN
SDMH o STORM DRAIN
MANHOLE
Q-- STREET LIGHT
-�- SIGN (AS LABELED)
T TELEPHONE WARE
TC TELEPHONE CONDUIT
TJB • TELEPHONE JUNCTION
BOX
TS TELEPHONE SENTRY
TV TELEVISION CABLE/VAULT
TP TOP OF PIPE
UTILITY POLE
W WATER MAIN
WMH o WATER MANHOLE
■ WATER METER
M WATER VALVE
:Qc YARD LIGHT
VP VERTICAL PIPE
Sections 29 & 32, Townshi
i
SITE NOTES;
ZONING -
SITE IS ZONED C.O.R.
(CENTER OFFICE RESIDENTIAL)
ZONING AGENCY:
CITY OF RENTON
SETBACKS:
CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT
SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION
OF EXISTING IMPROVEMENTS.
FLOOD ZONE:
THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED
SEPTEMBER 29, 1989, COMMUNITY PANEL NO. 53033CO189D, AND IS
SITUATED IN ZONE 'X' AREA DETERMINED TO BE OUTSIDE THE 100 YEAR
FLOOD PLAIN. NOTE A SMALL POR11ON WITHIN THE BANKS OF MAY CREEK IS
WITHIN ZONE "AE' (AREA WHERE BASE FLOOD ELEVATIONS ARE DETERMINED).
BEARINGS:
REFER TO CITY OF RENTON DATA.
VERTICAL DATUM:
ELEVATIONS:
REFER TO CITY OF RENTON DATUM BASED ON BENCH MARK NO. 2100, TOP OF
USGS BRASS DISC ON THE SOUTHEAST CORNER OF CONCRETE SPILLWAY AT
GAUGING STATION, WEST SIDE OF LAKE WASHINGTON BOULEVARD AT SOUTH
SIDE OF MAY CREEK BRIDGE, ELEVATION = 28.91.
BENCH MARKS SET FOR SITE USE ARE AS FOLLOWS: 9
BM 'A" '
TOP OF FLANGE BOLT AFTER WORD *TENN" ON FIRE HYDRANT #i43 (SEE
SURVEY), ELEVATION - 35.76.
BM #N3A
TOP OF CENTER BOLT ON FIRE HYDRANT #136 (SEE SURVEY), ELEVATION =
33.65.
F�
BM #N3B
TOP OF CHISELED SQUARE IN SOUTH EAST CORNER OF NORTH LtG OF HOPPER
PIER (SEE SURVEY), ELEVATION = 22.76.
BM #N3C
TOP OF CHISELED SQUARE IN WEST SIDE OF 5' DIAMETER LIFT S�ATION
SLAB (SEE SURVEY), ELEVATION = 27.86.
4
BM #M3D
TOP OF NORTH RIM OF SANITARY SEWER MANHOLE (SEE SURVEY, ELEVATION
= 32.51.
BM #M3E f
TOP OF CENTER BOLT ON FIRE HYDRANT #143 (SEE SURVEY), ELLVATION
32_.23.
BM #S3F t;
TOP OF CHISELED SQUARE IN SOUTHWEST CORNER OF CONCRETE BRIDGE OVER
MAY CREEK (SEE SURVEY) ELEVATION = 25.96.
BM #S3G
TOP OF NORTHEAST CORNER OF CONCRETE WALL AT NORTH EAS CORNER OF
WOOD PIER (SEE SURVEY), ELEVATION = 21.82.
AREAS:
NORTH PARCEL CONTAINS 1,166,421 SQUARE FEET OR 26.7773 RES, MORE OR LESS.
WATER 316,834 SQUARE FEET OR 7.2735 ACRES, MORE OR LESS.
LAND 849,587 SQUARE FEET OR 19.5038 ACRES, MORE 0. LESS.
MIDDLE PARCEL CONTAINS 1,384,485 SQUARE FEET OR 31.7834 /,'CRES, MORE OR LESS.
WATER 446,088 SQUARE FEET OR 10.2408 ACRES, MORE OR LESS.
LAND 938,397 SQUARE FEET OR 21.5428 ACRES, MORE 00 LESS.
SOUTH PARCEL CONTAINS 969.976 SQUARE FEET OR 22.2675 ACRES, MORE OR LESS.
WATER 77,349 SQUARE FEET OR 1.7757 ACRES, MORE OR LESS."
LAND 892,627 SQUARE FEET OR 20.4919 ACRES, MORE OR LESS.
"DOES NOT INCLUDE CREEK.
SUBSTRUCTURES:
BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED
BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE
FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE 'RECORDS.
FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO
DESIGN CONTACT THE UTILITY OWNER/AGENCY.
UTILITY CONTACTS:
SEWER/WATER/STORM
CITY OF RENTON PUBLIC WORKS, 200 MILL AVENUE SOUTH, RENTON, WA
98055, (208) 235-2631
POWER
PUGET SOUND POWER dt LIGHT, 13230 SE 32ND STREET, BELLEVUE, WA
98005, (206) 454-6363, EXT. 6327
GAS
WASHINGTON NATURAL GAS COMPANY, 805 158TH AVENUE NE. BELLEVUE, WA
98007, (206) 287-3855
ZONING
CITY OF RENTON COMMUNITY DEVELOPMENT, 200 MILL AVENUE SOUTH,
RENTON, WA 98055, (206) 235-2550
TELEPHONE 4
US WEST COMMUNICATIONS, 1100 OLIVE WAY, SEATTLE, WA 9810i
(206) 345-2968
24 North, Range 5 East, W. M.
SOUTH PARCEL
(BARBEE FOREST PRODUCTS, INC.)
ALL THAT PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24
NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON AND OF
SECOND CLASS SHORELANDS ADJOINING LYING WESTERLY OF NORTHERN
PACIFIC RAILROAD RIGHT-OF-WAY;
EXCEPT THAT PORTION, IF ANY, OF SAID SHORELANDS LYING NORTH OF
THE WESTERLY PRODUCTION OF THE NORTH LINE OF SAID GOVERNMENT LOT 1.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
TITLE REPORT REFERENCE:
THIS SURVEY WAS CONDUCTED ACCORDING TO THE ABOVE DESCRIPTION,
FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT
NO. 325436-5. DATED JUNE 25, 1996. THE EASEMENTS SHOWN OR NOTED
HEREON RELATE TO THIS COMMITMENT.
NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT
SHOWN OR NOTED HEREON.
EASEMENTS/RESTRICTIONS:
8. PRIVATE ACCESS TO SAID PREMISES IS ACROSS A RAILROAD RIGHT-
OF-WAY. THIS COMPANY WALL REQUIRE THAT THE 'PRIVATE ROADWAY
AND CROSSING AGREEMENT", AND ANY ASSIGNMENTS OR
MODIFICATIONS THEREOF WHICH WERE ISSUED BY THE RAILROAD
COMPANY, BE SUBMITTED FOR EXAMINATION. THE COVERAGE THEN
AFFORDED UNDER ANY POLICIES ISSUED, RELATIVE TO ACCESS TO
SAID PREMISES, WILL BE LIMITED BY THE RESTRICTIONS,
CONDITIONS AND PROVISIONS AS CONTAINED THEREIN. IF NO
"AGREEMENT' EXISTS THE FORTHCOMING POLICY(S) WILL CONTAIN
THE FOLLOWING SPECIAL EXCEPTION:
A. THE LACK OF A RIGHT OF ACCESS TO AND FROM THE LAND
ACROSS A RAILROAD RIGHT-OF-WAY.
7. SUBJECT TO THE TERMS OF ANY UNRECORDED HARBOUR AREA LEASE
FROM THE STATE OF WASHINGTON OR PORT OF SEATTLE FOR ANY
IMPROVEMENTS SUCH AS WHARVES. DOCKS, PIERS, SUPS OR OTHER
MARINE APPURTENANCES WHICH EXTEND INTO LAKE WASHINGTON
BEYOND THE PRIVATELY OWNED SECOND CLASS SHORELANDS. A COPY
OF SAID HARBOUR LEASE AND ASSIGNMENTS THERETO SHOULD BE
SUBMITTED IF APPLICABLE.
8 COVENANTS. CONDITIONS, RESTRICTIONS. RESERVATIONS AND/OR
EXCEPTIONS CONTAINED IN INSTRUMENT:
RECORDED: JUNE 13, 1908
RECORDING NO.: 266025
AS FOLLOWS: GRANTOR RESERVES ONE PRIVATE ROAD CROSSING
OVER RAILROAD RIGHT-OF-WAY.
THE EXACT LOCATION OF SAID CROSSING IN GOVERNMENT LOT 1 DOES
NOT APPEAR OF RECORD.
9. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT:
RECORDED: DECEMBER 19, 1972
RECORDING NO.: 7212190390
IN FAVOR OF: CITY OF RENTON
FOR: PUBLIC UTILITIES (INCLUDING WATER AND SEWER)
WITH NECESSARY APPURTENANCES
AFFECTS: OVER THE EASTERLY 10 FEET, MEASURED
PERPENDICULARLY TO THE EASTERLY LINE THEREOF
OF THE NORTHERLY 230 FEET, MEASURED ALONG THE
EASTERLY LINE OF THE PROPERTY HEREIN
DESCRIBED.
10. TERMS, COVENANTS, CONDITIONS AND/OR PROVISIONS CONTAINED IN
A ROADWAY AND UTILITIES EASEMENT SERVING SAID PREMISES, AS
CONTAINED IN DOCUMENT:
RECORDED: FEBRUARY 15, 1996
RECORDING NO.: 9602150689
12. RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, IF
ANY, OF THE PROPERTY HEREIN DESCRIBED WHICH MAY LIE BELOW
THE LINE OF ORDINARY HIGH WATER OF LAKE WASHINGTON.
13. RIGHT OF THE GENERAL PUBLIC TO THE UNRESTRICTED USE OF ALL
THE WATERS OF A NAVIGABLE BODY OF WATER NOT ONLY FOR THE
PRIMARY PURPOSE OF NAVIGATION. BUT ALSO FOR COROLLARY
PURPOSES. INCLUDING (BUT NOT LIMITED TO) FISHING. BOATING,
BATHING, SWIMMING, WATER SKIING AND OTHER RELATED
RECREATIONAL PURPOSES, AS THOSE WATERS MAY AFFECT THE
TIDELANDS, SHORELANDS, OR ADJOINING UPLANDS AND WHETHER THE
LEVEL OF THE WATER HAS BEEN RAISED NATURALLY OR ARTIFICIALLY
TO A MAINTAINED OR FLUCTUATING LEVEL, ALL AS FURTHER DEFINED
BY THE DECISIONAL LAW OF THIS STATE. (AFFECTS ALL OF THE
PREMISES SUBJECT TO SUCH SUBMERGENCE).
Barbee Mill Soil Remediation Project
4101 Lake Washington Blvd. North, Renton
MERCER
ISLAND
PAN ABODE
SITE
LAKE
WASHINGTON
PROJECT
RENTON
PROJECT LOCATION SKETCH
CERTIFICATION:
SURVEY IDENTIFICATION NO.: 96145
REGISTERED LAND SURVEYOR NO.: 22333
SURVEYOR'S ADDRESS do COMPANY. BUSH, ROED & HITCHINGS, INC.
2009 MINOR AVENUE EAST
SEATTLE, WASHINGTON 98102
TELEPHONE: (206) 323-4144
CERTIFIED TO: JAG DEVELOPMENT INC., A
WASHINGTON CORPORATION
TRANSNATION TITLE INSURANCE
COMPANY
"THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH
IT IS BASED WERE MADE (I) IN ACCORDANCE WITH "MINIMUM STANDARD
DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS." JOINTLY
ESTABLISHED AND ADOPTED BY ALTA AND ACSM IN 1992, AND INCLUDES
ITEMS 1, 2, 3, 4, 5, 6, 7A, 8, 9, 10, 11 AND 13, OF TABLE W
THEREOF, AND (11) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED
BY ALTA AND ACSM AND ICI EFFECT ON THE DATE OF THIS CERTIFICATION)
OF A(N) "URBAN" SURVEY.
A(n
-I 1
STEVEN A. HIT( S, P.L.S. N . 2333
THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDANCE
WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO
OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED.
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620 Kirkland Way #100
Kirkland, Wa. 98033
Phone: (425 822-4446
FAX (425 827-9577
Internet: WWW.Otak.COM
30209.001.001
Project No.
CO—2
Sheet No.
--ORE YOU DIG 1-800-424-5555 Sheet 1 of 1
Sections 29 & 32, Township 24 North, Range_ 5 East, W. M.
A
LEGEND
Property Boundary
Surface Water Feature
Estimated Extent of Soil Excavation
3 ET
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UNIMPROVED AREA WITH DEBRIS P ES ; `; r � �
ExistingUtility to be Rerouted(/ y Prior to Excavation Y
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i Terminals Property
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' •V JbRe laced Following Construction .
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IN NEC OF CONCRETE WAL
ELEVATION - 21.82
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( � ' £ , / job no.
q Barbee Mill Soil Remediation Project 96145.00
4' EY PPEDI�ON
\l01 Lake Washington Blvd. North Renton AP1.Sl
PLAN
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Quarry Spalls
Coir Log
Lake Washington
V
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Construction Buffer I Silt Fence
(10 Feet Min.) j�
I I Geotextile
ao L Beach Gravel
°A. Sediment Filter
Existing and Final Grade
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Existing Beach Restoration
.E 5
Features
C)
Passive
,Attenuation Zone
U)
Native Sand Mixed - SAND
with Attenuation Media)
a 10
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Sandy SILT
to SILT
20
CROSS SECTION
OF PASSIVE ATTENTUATION ZONE ALONG LAKE WASHINGTON
(CONCEPTUAL)
Legend
Silt Fence (Approximate)
Passive Attenuation Zone (Approximate)
Approximate Area Available for Contractor
Facilities, Soil Stockpiles, Etc.
Elevation Contour (Based on NAVD88)*
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Proposed Future Storm Water Outfall
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179 Madrone Lane North 811 First Avenue #480
Bainbridge Island, WA 98110 Seattle, WA 98104
(206)780-9370 (206)328-7443
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— Extent of Arsenic -Impacted Soils
Excavated Under Original Permit
Attachment D - Site Plan
Barbee Mill Passive Attenuation Zone
4503 Lake Washington Boulevard North
Renton, Washington
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June 2006
DESIGNED BY:
DAH
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REVISED BY:
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PROJECT NO
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