HomeMy WebLinkAboutQuenall Terminals Civil PlansI-405I-405OFF RAMPLAKE WASHINGTON2
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REC. # 7602260427
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S30°56'16"W34.88N59°03'44"W20.00S30°56'16"W507.74MIDDLE PARCELTAX# 292405-9002-03PORT QUENDALL
TERMINAL
4350 LAKE WASHINGTON BOULEVARD
TAX# 292405-9002-03
29
3231
30
COVERNMENT LOT 5
PORT QUENDALL
C/O SEATTLE SEAHAWKS
12 SEAHAWKS WAY
TAX# 292405-9001-04
BARBEE MILL
LAKE
WASHINGTONLAKE WASHINGTONBLVDSUNSET BLVDMAY CREEK110YH AVE SE900
405
SITE
B N R RMERCER
ISLAND
RENTON
N.T.S.N
VICINITY MAP
SITE NOTES
SITE ADDRESS:
4350 LAKE WASHINGTON BOULEVARD
RENTON, WASHINGTON
TAX ACCOUNT NO.:
292405-9002-03
SETBACKS:
CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT
SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION OF
EXISTING IMPROVEMENTS.
THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE GOVERNING JURISDICTION
INDICATES THAT STRUCTURES ON THIS PROPERTY COMPLIED WITH MINIMUM SETBACK
AND HEIGHT REQUIREMENTS FOLLOWING CONSTRUCTION.
FLOOD ZONE:
THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE MAP INDEX, DATED DECEMBER
6,2001, INDEX NO. 53033CINDO, AND IS SITUATED IN ZONE "X", AREA DETERMINED
TO BE OUTSIDE 500 YEAR FLOODPLAIN.
HORIZONTAL DATUM:
NAD 83/91; CITY OF RENTON
VERTICAL DATUM:
NAVD 88; CITY OF RENTON
ORIGINATING BENCHMARK:
CITY OF RENTON BENCHMARK NO. 2100, USGS BRASS DISC ON SOUTHEAST CORNER
OF CONCRETE SPILLWAY AT GAGING STATION, WEST SIDE OF LAKE WASHINGTON
BOULEVARD, SOUTH OF MAY CREEK BRIDGE.
ELEVATION = 28.91'
SITE BENCHMARK "Z":
CHISELED SQUARE SET AT SOUTHEAST CORNER OF CONCRETE WALK AT EAST END
OF WALK, SOUTH SIDE OF NORTH 43RD STREET AT ENTRANCE TO BARBEE MILL
SUBDIVISION, 4.8' WEST OF WEST EDGE OF RAILROAD TRACK.
ELEVATION = 37.35' (SEE SHEET 11)
SITE BENCHMARK "Y":
CHISELED SQUARE SET AT NORTHEAST CORNER OF CONCRETE PAD FOR SANITARY
SEWER LIFT STATION WEST SIDE OF RIPLEY LANE, +/- 15' WEST OF WEST EDGE OF
ASPHALT.
ELEVATION = 33.56' (SEE SHEET 13)
AREA:
MAIN PARCEL IS 1,334,469 SQUARE FEET OR 30.6352 ACRES, MORE OR LESS.
MIDDLE PARCEL CONTAINS 50,052 SQUARE FEET OR 1.1490 ACRES, MORE OR LESS.
PARKING SPACE COUNT:
PARKING SPACES TOTAL 0 INCLUDING 0 HANDICAP ACCESSIBLE SPACES.
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.
TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER:
RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC LINES ARE
NOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT CONTACTED EACH OF THE
MANY COMPANIES, IN THE COURSE OF THIS SURVEY, WHICH COULD HAVE
UNDERGROUND LINES WITHIN ADJACENT RIGHTS-OF-WAY. THEREFORE, BRH DOES
NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OF UNDERGROUND
TELECOMMUNICATIONS/FIBER OPTIC LINES WHICH ARE NOT MADE PUBLIC RECORD
WITH THE LOCAL JURISDICTION. AS ALWAYS, CALL 1-800-424-5555 BEFORE
CONSTRUCTION.
UTILITY PROVIDERS:
SANITARY SEWERS, STORM DRAINAGE, WATER
CITY OF RENTON
DEVELOPMENT SERVICES
1055 SOUTH GRADY WAY
RENTON, WA 98055
(425) 430-7200
POWER AND NATURAL GAS
PUGET SOUND ENERGY
355 110TH AVENUE NE
BELLEVUE, WA 98004
(206) 425-2000
(888) 225-5773
TELEPHONE
QWEST WEST
LDA GROUP
PO BOX 625001
LITTLETON, CO 80162
DESCRIPTION:
THAT PORTION OF GOVERNMENT LOT 5 IN SECTION 29, TOWNSHIP 24 NORTH,
RANGE 5 EAST, W.M., AND SHORELAND ADJOINING LYING WESTERLY OF THE
NORTHERN PACIFIC RAILROAD RIGHT-OF-WAY AND SOUTHERLY OF A LINE, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE QUARTER CORNER ON THE SOUTH LINE OF SAID SECTION 29;
THENCE NORTH 89°58'36" WEST ALONG THE SOUTH LINE OF SAID LOT 5, 1,113.01
FEET TO THE WESTERLY LINE OF SAID NORTHERN PACIFIC RAILROAD
RIGHT-OF-WAY;
THENCE NORTH 29°44'54" EAST 849.62 FEET ALONG SAID RIGHT-OF-WAY LINE TO
A POINT HEREINAFTER REFERRED TO AS POINT A;
THENCE CONTINUING NORTH 29°44'54" EAST 200.01 FEET TO THE TRUE POINT OF
BEGINNING OF THE LINE HEREIN DESCRIBED;
THENCE SOUTH 56°28'50" WEST 222.32 FEET TO A POINT WHICH BEARS NORTH
59°24'56" WEST 100.01 FEET FROM SAID POINT A;
THENCE NORTH 59°24'56" WEST TO THE INNER HARBOR LINE AND THE END OF
SAID LINE DESCRIPTION;
ALSO THAT PORTION OF SAID GOVERNMENT LOT 5 LYING SOUTHEASTERLY OF LAKE
WASHINGTON BOULEVARD, WESTERLY OF SECONDARY STATE HIGHWAY NUMBER 2A
AND NORTHWESTERLY OF THE RIGHT-OF-WAY OF PUBLIC STATE HIGHWAY NUMBER 1
AS ESTABLISHED BY DEED RECORDED JANUARY 15, 1964 UNDER RECORDING NO.
5687408;
AND EXCEPT THAT PORTION THEREOF CONVEYED TO CITY OF RENTON, A MUNICIPAL
CORPORATION BY DEED RECORDED JUNE 19, 2008 UNDER RECORDING NO.
20080619001179.
TITLE REPORT REFERENCE:
THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED
BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO.
NCS-380710-WA1, DATED MAY 28, 2009. THE EASEMENTS SHOWN OR NOTED
HEREON RELATE TO THIS COMMITMENT.
NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR
NOTED HEREON.
TITLE REPORT SCHEDULE B EXCEPTIONS:
ITEMS CIRCLED ARE SHOWN ON MAP.
3.RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND
AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE
HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE
STATE OF WASHINGTON:
RECORDED:October 16, 1951
RECORDING NO.:4178247
4.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:MARCH 20, 1963 UNDER RECORDING NO. 5562896
IN FAVOR OF:PUGET SOUND POWER AND LIGHT COMPANY, A
CORPORATION, ITS SUCCESSORS AND ASSIGNS
FOR:POWER LINE
AFFECTS:THE NORTHWESTERLY PORTION OF THE PROPERTY HEREIN
DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY
5.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:NOVEMBER 20, 1964 UNDER RECORDING NO. 5814320
IN FAVOR OF:MUNICIPALITY OF METROPOLITAN SEATTLE, ITS
SUCCESSORS AND ASSIGNS
FOR:UTILITY EASEMENT
AFFECTS:THE NORTHEASTERLY PORTION OF THE PROPERTY HEREIN
DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY
7.COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS:
RECORDED:JULY 16, 1975
RECORDING NO.:7507160536
8.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:JULY 7, 1980 UNDER RECORDING NO. 8007070459
IN FAVOR OF:CITY OF RENTON, A MUNICIPAL CORPORATION
FOR:PUBLIC UTILITIES (INCLUDING WATER AND SEWER)
AFFECTS:PORTION OF THE PROPERTY HEREIN DESCRIBED
WESTERLY AND ADJACENT TO RAILROAD RIGHT-OF-WAY
9.SUBJECT TO THE TERMS OF THE JOINT VENTURE AGREEMENT BETWEEN PUGET
TIMBER COMPANY AND ALTINO PROPERTIES INC., DATED JUNE 15, 1971,
AMENDMENT THERETO DATED SEPTEMBER 12, 1980, BOTH APPEARING UNDER
RECORDING NO. 8102190531, RECORDED FEBRUARY 19, 1981. ACCORDING TO
RECITAL ON EASEMENT UNDER RECORDING NO. 9602150689, RECORDED
FEBRUARY 15, 1996; J.H. BAXTER & CO., CALIFORNIA LIMITED PARTNERSHIP
APPEARS TO HAVE SUCCEEDED PUGET TIMBER COMPANY, A JOINT VENTURER.
ALL AMENDMENTS TO SAID JOINT VENTURE AGREEMENT MUST BE SUBMITTED
PRIOR TO CLOSING TO DETERMINE THE CURRENT SIGNATORIES.
10.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:FEBRUARY 15, 1996 UNDER RECORDING NO.
9602150689
IN FAVOR OF:BARBEE MILL CO., INC., A WASHINGTON CORPORATION,
AND J.H. BAXTER & CO., A CALIFORNIA LIMITED
PARTNERSHIP
FOR:ROADWAY AND UTILITIES
AFFECTS:THE EAST 60 FEET ADJACENT TO WEST MARGIN OF
RAILROAD RIGHT-OF-WAY
11.THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LAND
CORNER RECORD" RECORDED MAY 29, 1997 AS RECORDING NO. 9705290636 OF
OFFICIAL RECORDS.
12.CONDITIONS, NOTES, EASEMENTS, PROVISIONS CONTAINED AND/OR DELINEATED
ON THE FACE OF THE SURVEY RECORDED FEBRUARY 9, 2000 UNDER
RECORDING NO. 20000209900005, RECORDED IN VOLUME 135 OF SURVEYS, AT
PAGE(S) 176, IN KING COUNTY, WASHINGTON.
13.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:SEPTEMBER 2, 2008 UNDER RECORDING NO.
20080902001178
IN FAVOR OF:CITY OF RENTON, A MUNICIPAL CORPORATION, ITS
SUCCESSORS AND ASSIGNS
FOR:SANITARY SEWER UTILITIES AND UTILITY PIPELINES
AFFECTS:AS DESCRIBED THEREIN
14.PRIVATE ACCESS TO SAID PREMISES IS ACROSS A RAILROAD RIGHT-OF-WAY.
THIS COMPANY WILL 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 POLICY(IES) 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(IES) WILL CONTAIN THE FOLLOWING EXCEPTION:
THE LACK OF RIGHT OF ACCESS TO AND FROM THE LAND ACROSS A RAILROAD
RIGHT-OF-WAY.
15.ANY QUESTION AS TO THE TRUE LOCATION OF THE LATERAL BOUNDARIES OF
THE SAID 2ND CLASS SHORELANDS.
CERTIFICATION:
SURVEY IDENTIFICATION NO.: 2009050.00
REGISTERED LAND SURVEYOR NO.:37546
SURVEYOR'S ADDRESS & COMPANY:BUSH, ROED & HITCHINGS, INC.
2009 MINOR AVENUE EAST
SEATTLE, WA 98102-3513
TELEPHONE:(206) 323-4144
TO CENTURY PACIFIC, LP AND FIRST AMERICAN TITLE COMPANY:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS
BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND
ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDES ITEMS 2, 3, 4, 5, 6, 7a,
7b1, 7c, 8, 9, 10, 11a, 11b, 12, 13, 14, 16, 17 AND 18, OF TABLE A THEREOF.
PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND
IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES
THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE
STATE OF WASHINGTON, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY
DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN.
_______________________________
DAKIN A. BELL, P.L.S. NO. 37546
_______________________________
DATE
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.
JOB NO. 2009050.00
SITE NOTESSITE ADDRESS:4350 LAKE WASHINGTON BOULEVARDRENTON, WASHINGTONTAX ACCOUNT NO.:292405-9002-03SETBACKS:CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENTSETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION OFEXISTING IMPROVEMENTS.THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE GOVERNING JURISDICTIONINDICATES THAT STRUCTURES ON THIS PROPERTY COMPLIED WITH MINIMUM SETBACKAND HEIGHT REQUIREMENTS FOLLOWING CONSTRUCTION.FLOOD ZONE:THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE MAP INDEX, DATED DECEMBER6,2001, INDEX NO. 53033CINDO, AND IS SITUATED IN ZONE "X", AREA DETERMINEDTO BE OUTSIDE 500 YEAR FLOODPLAIN.HORIZONTAL DATUM:NAD 83/91; CITY OF RENTONVERTICAL DATUM:NAVD 88; CITY OF RENTONORIGINATING BENCHMARK:CITY OF RENTON BENCHMARK NO. 2100, USGS BRASS DISC ON SOUTHEAST CORNEROF CONCRETE SPILLWAY AT GAGING STATION, WEST SIDE OF LAKE WASHINGTONBOULEVARD, SOUTH OF MAY CREEK BRIDGE.ELEVATION = 28.91'SITE BENCHMARK "Z":CHISELED SQUARE SET AT SOUTHEAST CORNER OF CONCRETE WALK AT EAST ENDOF WALK, SOUTH SIDE OF NORTH 43RD STREET AT ENTRANCE TO BARBEE MILLSUBDIVISION, 4.8' WEST OF WEST EDGE OF RAILROAD TRACK.ELEVATION = 37.35' (SEE SHEET 11)SITE BENCHMARK "Y":CHISELED SQUARE SET AT NORTHEAST CORNER OF CONCRETE PAD FOR SANITARYSEWER LIFT STATION WEST SIDE OF RIPLEY LANE, +/- 15' WEST OF WEST EDGE OFASPHALT.ELEVATION = 33.56' (SEE SHEET 13)AREA:MAIN PARCEL IS 1,334,469 SQUARE FEET OR 30.6352 ACRES, MORE OR LESS.MIDDLE PARCEL CONTAINS 50,052 SQUARE FEET OR 1.1490 ACRES, MORE OR LESS.PARKING SPACE COUNT:PARKING SPACES TOTAL 0 INCLUDING 0 HANDICAP ACCESSIBLE SPACES.SUBSTRUCTURES:BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BYOTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WEASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. FOR THE FINALLOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THEUTILITY OWNER/AGENCY.TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER:RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC LINES ARENOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT CONTACTED EACH OF THEMANY COMPANIES, IN THE COURSE OF THIS SURVEY, WHICH COULD HAVEUNDERGROUND LINES WITHIN ADJACENT RIGHTS-OF-WAY. THEREFORE, BRH DOESNOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OF UNDERGROUNDTELECOMMUNICATIONS/FIBER OPTIC LINES WHICH ARE NOT MADE PUBLIC RECORDWITH THE LOCAL JURISDICTION. AS ALWAYS, CALL 1-800-424-5555 BEFORECONSTRUCTION.UTILITY PROVIDERS:SANITARY SEWERS, STORM DRAINAGE, WATERCITY OF RENTONDEVELOPMENT SERVICES1055 SOUTH GRADY WAYRENTON, WA 98055(425) 430-7200POWER AND NATURAL GASPUGET SOUND ENERGY355 110TH AVENUE NEBELLEVUE, WA 98004(206) 425-2000(888) 225-5773TELEPHONEQWEST WESTLDA GROUPPO BOX 625001LITTLETON, CO 80162DESCRIPTION:THAT PORTION OF GOVERNMENT LOT 5 IN SECTION 29, TOWNSHIP 24 NORTH,RANGE 5 EAST, W.M., AND SHORELAND ADJOINING LYING WESTERLY OF THENORTHERN PACIFIC RAILROAD RIGHT-OF-WAY AND SOUTHERLY OF A LINE, IN KINGCOUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:BEGINNING AT THE QUARTER CORNER ON THE SOUTH LINE OF SAID SECTION 29;THENCE NORTH 89°58'36" WEST ALONG THE SOUTH LINE OF SAID LOT 5, 1,113.01FEET TO THE WESTERLY LINE OF SAID NORTHERN PACIFIC RAILROADRIGHT-OF-WAY;THENCE NORTH 29°44'54" EAST 849.62 FEET ALONG SAID RIGHT-OF-WAY LINE TOA POINT HEREINAFTER REFERRED TO AS POINT A;THENCE CONTINUING NORTH 29°44'54" EAST 200.01 FEET TO THE TRUE POINT OFBEGINNING OF THE LINE HEREIN DESCRIBED;THENCE SOUTH 56°28'50" WEST 222.32 FEET TO A POINT WHICH BEARS NORTH
59°24'56" WEST 100.01 FEET FROM SAID POINT A;
THENCE NORTH 59°24'56" WEST TO THE INNER HARBOR LINE AND THE END OF
SAID LINE DESCRIPTION;
ALSO THAT PORTION OF SAID GOVERNMENT LOT 5 LYING SOUTHEASTERLY OF LAKE
WASHINGTON BOULEVARD, WESTERLY OF SECONDARY STATE HIGHWAY NUMBER 2A
AND NORTHWESTERLY OF THE RIGHT-OF-WAY OF PUBLIC STATE HIGHWAY NUMBER 1
AS ESTABLISHED BY DEED RECORDED JANUARY 15, 1964 UNDER RECORDING NO.
5687408;
AND EXCEPT THAT PORTION THEREOF CONVEYED TO CITY OF RENTON, A MUNICIPAL
CORPORATION BY DEED RECORDED JUNE 19, 2008 UNDER RECORDING NO.
20080619001179.
TITLE REPORT REFERENCE:
THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED
BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO.
NCS-380710-WA1, DATED MAY 28, 2009. THE EASEMENTS SHOWN OR NOTED
HEREON RELATE TO THIS COMMITMENT.
NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR
NOTED HEREON.
TITLE REPORT SCHEDULE B EXCEPTIONS:
ITEMS CIRCLED ARE SHOWN ON MAP.
3.RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND
AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE
HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE
STATE OF WASHINGTON:
RECORDED:October 16, 1951
RECORDING NO.:4178247
4.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:MARCH 20, 1963 UNDER RECORDING NO. 5562896
IN FAVOR OF:PUGET SOUND POWER AND LIGHT COMPANY, A
CORPORATION, ITS SUCCESSORS AND ASSIGNS
FOR:POWER LINE
AFFECTS:THE NORTHWESTERLY PORTION OF THE PROPERTY HEREIN
DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY
5.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:NOVEMBER 20, 1964 UNDER RECORDING NO. 5814320
IN FAVOR OF:MUNICIPALITY OF METROPOLITAN SEATTLE, ITS
SUCCESSORS AND ASSIGNS
FOR:UTILITY EASEMENT
AFFECTS:THE NORTHEASTERLY PORTION OF THE PROPERTY HEREIN
DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY
7.COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS:
RECORDED:JULY 16, 1975
RECORDING NO.:7507160536
8.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:JULY 7, 1980 UNDER RECORDING NO. 8007070459
IN FAVOR OF:CITY OF RENTON, A MUNICIPAL CORPORATION
FOR:PUBLIC UTILITIES (INCLUDING WATER AND SEWER)
AFFECTS:PORTION OF THE PROPERTY HEREIN DESCRIBED
WESTERLY AND ADJACENT TO RAILROAD RIGHT-OF-WAY
9.SUBJECT TO THE TERMS OF THE JOINT VENTURE AGREEMENT BETWEEN PUGET
TIMBER COMPANY AND ALTINO PROPERTIES INC., DATED JUNE 15, 1971,
AMENDMENT THERETO DATED SEPTEMBER 12, 1980, BOTH APPEARING UNDER
RECORDING NO. 8102190531, RECORDED FEBRUARY 19, 1981. ACCORDING TO
RECITAL ON EASEMENT UNDER RECORDING NO. 9602150689, RECORDED
FEBRUARY 15, 1996; J.H. BAXTER & CO., CALIFORNIA LIMITED PARTNERSHIP
APPEARS TO HAVE SUCCEEDED PUGET TIMBER COMPANY, A JOINT VENTURER.
ALL AMENDMENTS TO SAID JOINT VENTURE AGREEMENT MUST BE SUBMITTED
PRIOR TO CLOSING TO DETERMINE THE CURRENT SIGNATORIES.
10.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:FEBRUARY 15, 1996 UNDER RECORDING NO.
9602150689
IN FAVOR OF:BARBEE MILL CO., INC., A WASHINGTON CORPORATION,
AND J.H. BAXTER & CO., A CALIFORNIA LIMITED
PARTNERSHIP
FOR:ROADWAY AND UTILITIES
AFFECTS:THE EAST 60 FEET ADJACENT TO WEST MARGIN OF
RAILROAD RIGHT-OF-WAY
11.THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LAND
CORNER RECORD" RECORDED MAY 29, 1997 AS RECORDING NO. 9705290636 OF
OFFICIAL RECORDS.
12.CONDITIONS, NOTES, EASEMENTS, PROVISIONS CONTAINED AND/OR DELINEATED
ON THE FACE OF THE SURVEY RECORDED FEBRUARY 9, 2000 UNDER
RECORDING NO. 20000209900005, RECORDED IN VOLUME 135 OF SURVEYS, AT
PAGE(S) 176, IN KING COUNTY, WASHINGTON.
13.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:SEPTEMBER 2, 2008 UNDER RECORDING NO.
20080902001178
IN FAVOR OF:CITY OF RENTON, A MUNICIPAL CORPORATION, ITS
SUCCESSORS AND ASSIGNS
FOR:SANITARY SEWER UTILITIES AND UTILITY PIPELINES
AFFECTS:AS DESCRIBED THEREIN
14.PRIVATE ACCESS TO SAID PREMISES IS ACROSS A RAILROAD RIGHT-OF-WAY.
THIS COMPANY WILL 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 POLICY(IES) 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(IES) WILL CONTAIN THE FOLLOWING EXCEPTION:
THE LACK OF RIGHT OF ACCESS TO AND FROM THE LAND ACROSS A RAILROAD
RIGHT-OF-WAY.
15.ANY QUESTION AS TO THE TRUE LOCATION OF THE LATERAL BOUNDARIES OF
THE SAID 2ND CLASS SHORELANDS.
CERTIFICATION:
SURVEY IDENTIFICATION NO.: 2009050.00
REGISTERED LAND SURVEYOR NO.:37546
SURVEYOR'S ADDRESS & COMPANY:BUSH, ROED & HITCHINGS, INC.
2009 MINOR AVENUE EAST
SEATTLE, WA 98102-3513
TELEPHONE:(206) 323-4144
TO CENTURY PACIFIC, LP AND FIRST AMERICAN TITLE COMPANY:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS
BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND
ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDES ITEMS 2, 3, 4, 5, 6, 7a,
7b1, 7c, 8, 9, 10, 11a, 11b, 12, 13, 14, 16, 17 AND 18, OF TABLE A THEREOF.
PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND
IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES
THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE
STATE OF WASHINGTON, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY
DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN.
_______________________________
DAKIN A. BELL, P.L.S. NO. 37546
_______________________________
DATE
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.
JOB NO. 2009050.00
SITE NOTES
SITE ADDRESS:
4350 LAKE WASHINGTON BOULEVARD
RENTON, WASHINGTON
TAX ACCOUNT NO.:
292405-9002-03
SETBACKS:
CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT
SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION OF
EXISTING IMPROVEMENTS.
THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE GOVERNING JURISDICTION
INDICATES THAT STRUCTURES ON THIS PROPERTY COMPLIED WITH MINIMUM SETBACK
AND HEIGHT REQUIREMENTS FOLLOWING CONSTRUCTION.
FLOOD ZONE:
THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE MAP INDEX, DATED DECEMBER
6,2001, INDEX NO. 53033CINDO, AND IS SITUATED IN ZONE "X", AREA DETERMINED
TO BE OUTSIDE 500 YEAR FLOODPLAIN.
HORIZONTAL DATUM:
NAD 83/91; CITY OF RENTON
VERTICAL DATUM:
NAVD 88; CITY OF RENTON
ORIGINATING BENCHMARK:
CITY OF RENTON BENCHMARK NO. 2100, USGS BRASS DISC ON SOUTHEAST CORNER
OF CONCRETE SPILLWAY AT GAGING STATION, WEST SIDE OF LAKE WASHINGTON
BOULEVARD, SOUTH OF MAY CREEK BRIDGE.
ELEVATION = 28.91'
SITE BENCHMARK "Z":
CHISELED SQUARE SET AT SOUTHEAST CORNER OF CONCRETE WALK AT EAST END
OF WALK, SOUTH SIDE OF NORTH 43RD STREET AT ENTRANCE TO BARBEE MILL
SUBDIVISION, 4.8' WEST OF WEST EDGE OF RAILROAD TRACK.
ELEVATION = 37.35' (SEE SHEET 11)
SITE BENCHMARK "Y":
CHISELED SQUARE SET AT NORTHEAST CORNER OF CONCRETE PAD FOR SANITARY
SEWER LIFT STATION WEST SIDE OF RIPLEY LANE, +/- 15' WEST OF WEST EDGE OF
ASPHALT.
ELEVATION = 33.56' (SEE SHEET 13)
AREA:
MAIN PARCEL IS 1,334,469 SQUARE FEET OR 30.6352 ACRES, MORE OR LESS.
MIDDLE PARCEL CONTAINS 50,052 SQUARE FEET OR 1.1490 ACRES, MORE OR LESS.
PARKING SPACE COUNT:
PARKING SPACES TOTAL 0 INCLUDING 0 HANDICAP ACCESSIBLE SPACES.
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.
TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER:
RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC LINES ARE
NOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT CONTACTED EACH OF THE
MANY COMPANIES, IN THE COURSE OF THIS SURVEY, WHICH COULD HAVE
UNDERGROUND LINES WITHIN ADJACENT RIGHTS-OF-WAY. THEREFORE, BRH DOES
NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OF UNDERGROUND
TELECOMMUNICATIONS/FIBER OPTIC LINES WHICH ARE NOT MADE PUBLIC RECORD
WITH THE LOCAL JURISDICTION. AS ALWAYS, CALL 1-800-424-5555 BEFORE
CONSTRUCTION.
UTILITY PROVIDERS:
SANITARY SEWERS, STORM DRAINAGE, WATER
CITY OF RENTON
DEVELOPMENT SERVICES
1055 SOUTH GRADY WAY
RENTON, WA 98055
(425) 430-7200
POWER AND NATURAL GAS
PUGET SOUND ENERGY
355 110TH AVENUE NE
BELLEVUE, WA 98004
(206) 425-2000
(888) 225-5773
TELEPHONE
QWEST WEST
LDA GROUP
PO BOX 625001
LITTLETON, CO 80162
DESCRIPTION:
THAT PORTION OF GOVERNMENT LOT 5 IN SECTION 29, TOWNSHIP 24 NORTH,
RANGE 5 EAST, W.M., AND SHORELAND ADJOINING LYING WESTERLY OF THE
NORTHERN PACIFIC RAILROAD RIGHT-OF-WAY AND SOUTHERLY OF A LINE, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE QUARTER CORNER ON THE SOUTH LINE OF SAID SECTION 29;
THENCE NORTH 89°58'36" WEST ALONG THE SOUTH LINE OF SAID LOT 5, 1,113.01
FEET TO THE WESTERLY LINE OF SAID NORTHERN PACIFIC RAILROAD
RIGHT-OF-WAY;
THENCE NORTH 29°44'54" EAST 849.62 FEET ALONG SAID RIGHT-OF-WAY LINE TO
A POINT HEREINAFTER REFERRED TO AS POINT A;
THENCE CONTINUING NORTH 29°44'54" EAST 200.01 FEET TO THE TRUE POINT OF
BEGINNING OF THE LINE HEREIN DESCRIBED;
THENCE SOUTH 56°28'50" WEST 222.32 FEET TO A POINT WHICH BEARS NORTH
59°24'56" WEST 100.01 FEET FROM SAID POINT A;
THENCE NORTH 59°24'56" WEST TO THE INNER HARBOR LINE AND THE END OF
SAID LINE DESCRIPTION;
ALSO THAT PORTION OF SAID GOVERNMENT LOT 5 LYING SOUTHEASTERLY OF LAKE
WASHINGTON BOULEVARD, WESTERLY OF SECONDARY STATE HIGHWAY NUMBER 2A
AND NORTHWESTERLY OF THE RIGHT-OF-WAY OF PUBLIC STATE HIGHWAY NUMBER 1
AS ESTABLISHED BY DEED RECORDED JANUARY 15, 1964 UNDER RECORDING NO.
5687408;
AND EXCEPT THAT PORTION THEREOF CONVEYED TO CITY OF RENTON, A MUNICIPAL
CORPORATION BY DEED RECORDED JUNE 19, 2008 UNDER RECORDING NO.
20080619001179.
TITLE REPORT REFERENCE:
THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED
BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO.
NCS-380710-WA1, DATED MAY 28, 2009. THE EASEMENTS SHOWN OR NOTED
HEREON RELATE TO THIS COMMITMENT.
NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR
NOTED HEREON.
TITLE REPORT SCHEDULE B EXCEPTIONS:
ITEMS CIRCLED ARE SHOWN ON MAP.
3.RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND
AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE
HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE
STATE OF WASHINGTON:
RECORDED:October 16, 1951
RECORDING NO.:4178247
4.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:MARCH 20, 1963 UNDER RECORDING NO. 5562896
IN FAVOR OF:PUGET SOUND POWER AND LIGHT COMPANY, A
CORPORATION, ITS SUCCESSORS AND ASSIGNS
FOR:POWER LINE
AFFECTS:THE NORTHWESTERLY PORTION OF THE PROPERTY HEREIN
DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY
5.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:NOVEMBER 20, 1964 UNDER RECORDING NO. 5814320
IN FAVOR OF:MUNICIPALITY OF METROPOLITAN SEATTLE, ITS
SUCCESSORS AND ASSIGNS
FOR:UTILITY EASEMENT
AFFECTS:THE NORTHEASTERLY PORTION OF THE PROPERTY HEREIN
DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY
7.COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS:
RECORDED:JULY 16, 1975
RECORDING NO.:7507160536
8.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:JULY 7, 1980 UNDER RECORDING NO. 8007070459
IN FAVOR OF:CITY OF RENTON, A MUNICIPAL CORPORATION
FOR:PUBLIC UTILITIES (INCLUDING WATER AND SEWER)
AFFECTS:PORTION OF THE PROPERTY HEREIN DESCRIBED
WESTERLY AND ADJACENT TO RAILROAD RIGHT-OF-WAY
9.SUBJECT TO THE TERMS OF THE JOINT VENTURE AGREEMENT BETWEEN PUGET
TIMBER COMPANY AND ALTINO PROPERTIES INC., DATED JUNE 15, 1971,
AMENDMENT THERETO DATED SEPTEMBER 12, 1980, BOTH APPEARING UNDER
RECORDING NO. 8102190531, RECORDED FEBRUARY 19, 1981. ACCORDING TO
RECITAL ON EASEMENT UNDER RECORDING NO. 9602150689, RECORDED
FEBRUARY 15, 1996; J.H. BAXTER & CO., CALIFORNIA LIMITED PARTNERSHIP
APPEARS TO HAVE SUCCEEDED PUGET TIMBER COMPANY, A JOINT VENTURER.
ALL AMENDMENTS TO SAID JOINT VENTURE AGREEMENT MUST BE SUBMITTED
PRIOR TO CLOSING TO DETERMINE THE CURRENT SIGNATORIES.
10.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:FEBRUARY 15, 1996 UNDER RECORDING NO.
9602150689
IN FAVOR OF:BARBEE MILL CO., INC., A WASHINGTON CORPORATION,
AND J.H. BAXTER & CO., A CALIFORNIA LIMITED
PARTNERSHIP
FOR:ROADWAY AND UTILITIES
AFFECTS:THE EAST 60 FEET ADJACENT TO WEST MARGIN OF
RAILROAD RIGHT-OF-WAY
11.THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LAND
CORNER RECORD" RECORDED MAY 29, 1997 AS RECORDING NO. 9705290636 OF
OFFICIAL RECORDS.
12.CONDITIONS, NOTES, EASEMENTS, PROVISIONS CONTAINED AND/OR DELINEATED
ON THE FACE OF THE SURVEY RECORDED FEBRUARY 9, 2000 UNDER
RECORDING NO. 20000209900005, RECORDED IN VOLUME 135 OF SURVEYS, AT
PAGE(S) 176, IN KING COUNTY, WASHINGTON.
13.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:SEPTEMBER 2, 2008 UNDER RECORDING NO.
20080902001178
IN FAVOR OF:CITY OF RENTON, A MUNICIPAL CORPORATION, ITS
SUCCESSORS AND ASSIGNS
FOR:SANITARY SEWER UTILITIES AND UTILITY PIPELINES
AFFECTS:AS DESCRIBED THEREIN
14.PRIVATE ACCESS TO SAID PREMISES IS ACROSS A RAILROAD RIGHT-OF-WAY.
THIS COMPANY WILL 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 POLICY(IES) 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(IES) WILL CONTAIN THE FOLLOWING EXCEPTION:
THE LACK OF RIGHT OF ACCESS TO AND FROM THE LAND ACROSS A RAILROAD
RIGHT-OF-WAY.
15.ANY QUESTION AS TO THE TRUE LOCATION OF THE LATERAL BOUNDARIES OF
THE SAID 2ND CLASS SHORELANDS.
CERTIFICATION:
SURVEY IDENTIFICATION NO.: 2009050.00
REGISTERED LAND SURVEYOR NO.:37546
SURVEYOR'S ADDRESS & COMPANY:BUSH, ROED & HITCHINGS, INC.
2009 MINOR AVENUE EAST
SEATTLE, WA 98102-3513
TELEPHONE:(206) 323-4144
TO CENTURY PACIFIC, LP AND FIRST AMERICAN TITLE COMPANY:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS
BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND
ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDES ITEMS 2, 3, 4, 5, 6, 7a,
7b1, 7c, 8, 9, 10, 11a, 11b, 12, 13, 14, 16, 17 AND 18, OF TABLE A THEREOF.
PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND
IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES
THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE
STATE OF WASHINGTON, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY
DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN.
_______________________________
DAKIN A. BELL, P.L.S. NO. 37546
_______________________________
DATE
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.
JOB NO. 2009050.00
ZONING:
COR
ZONING AGENCY:
CITY OF RENTON
DEVELOPMENT SERVICES
1055 SOUTH GRADY WAY
RENTON, WA 98055
(425) 430-7200
SITE NOTES
SITE ADDRESS:
4350 LAKE WASHINGTON BOULEVARD
RENTON, WASHINGTON
TAX ACCOUNT NO.:
292405-9002-03
SETBACKS:
CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT
SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION OF
EXISTING IMPROVEMENTS.
THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE GOVERNING JURISDICTION
INDICATES THAT STRUCTURES ON THIS PROPERTY COMPLIED WITH MINIMUM SETBACK
AND HEIGHT REQUIREMENTS FOLLOWING CONSTRUCTION.
FLOOD ZONE:
THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE MAP INDEX, DATED DECEMBER
6,2001, INDEX NO. 53033CINDO, AND IS SITUATED IN ZONE "X", AREA DETERMINED
TO BE OUTSIDE 500 YEAR FLOODPLAIN.
HORIZONTAL DATUM:
NAD 83/91; CITY OF RENTON
VERTICAL DATUM:
NAVD 88; CITY OF RENTON
ORIGINATING BENCHMARK:
CITY OF RENTON BENCHMARK NO. 2100, USGS BRASS DISC ON SOUTHEAST CORNER
OF CONCRETE SPILLWAY AT GAGING STATION, WEST SIDE OF LAKE WASHINGTON
BOULEVARD, SOUTH OF MAY CREEK BRIDGE.
ELEVATION = 28.91'
SITE BENCHMARK "Z":
CHISELED SQUARE SET AT SOUTHEAST CORNER OF CONCRETE WALK AT EAST END
OF WALK, SOUTH SIDE OF NORTH 43RD STREET AT ENTRANCE TO BARBEE MILL
SUBDIVISION, 4.8' WEST OF WEST EDGE OF RAILROAD TRACK.
ELEVATION = 37.35' (SEE SHEET 11)
SITE BENCHMARK "Y":
CHISELED SQUARE SET AT NORTHEAST CORNER OF CONCRETE PAD FOR SANITARY
SEWER LIFT STATION WEST SIDE OF RIPLEY LANE, +/- 15' WEST OF WEST EDGE OF
ASPHALT.
ELEVATION = 33.56' (SEE SHEET 13)
AREA:
MAIN PARCEL IS 1,334,469 SQUARE FEET OR 30.6352 ACRES, MORE OR LESS.
MIDDLE PARCEL CONTAINS 50,052 SQUARE FEET OR 1.1490 ACRES, MORE OR LESS.
PARKING SPACE COUNT:
PARKING SPACES TOTAL 0 INCLUDING 0 HANDICAP ACCESSIBLE SPACES.
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.
TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER:
RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC LINES ARE
NOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT CONTACTED EACH OF THE
MANY COMPANIES, IN THE COURSE OF THIS SURVEY, WHICH COULD HAVE
UNDERGROUND LINES WITHIN ADJACENT RIGHTS-OF-WAY. THEREFORE, BRH DOES
NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OF UNDERGROUND
TELECOMMUNICATIONS/FIBER OPTIC LINES WHICH ARE NOT MADE PUBLIC RECORD
WITH THE LOCAL JURISDICTION. AS ALWAYS, CALL 1-800-424-5555 BEFORE
CONSTRUCTION.
UTILITY PROVIDERS:
SANITARY SEWERS, STORM DRAINAGE, WATER
CITY OF RENTON
DEVELOPMENT SERVICES
1055 SOUTH GRADY WAY
RENTON, WA 98055
(425) 430-7200
POWER AND NATURAL GAS
PUGET SOUND ENERGY
355 110TH AVENUE NE
BELLEVUE, WA 98004
(206) 425-2000
(888) 225-5773
TELEPHONE
QWEST WEST
LDA GROUP
PO BOX 625001
LITTLETON, CO 80162
DESCRIPTION:
THAT PORTION OF GOVERNMENT LOT 5 IN SECTION 29, TOWNSHIP 24 NORTH,
RANGE 5 EAST, W.M., AND SHORELAND ADJOINING LYING WESTERLY OF THE
NORTHERN PACIFIC RAILROAD RIGHT-OF-WAY AND SOUTHERLY OF A LINE, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE QUARTER CORNER ON THE SOUTH LINE OF SAID SECTION 29;
THENCE NORTH 89°58'36" WEST ALONG THE SOUTH LINE OF SAID LOT 5, 1,113.01
FEET TO THE WESTERLY LINE OF SAID NORTHERN PACIFIC RAILROAD
RIGHT-OF-WAY;
THENCE NORTH 29°44'54" EAST 849.62 FEET ALONG SAID RIGHT-OF-WAY LINE TO
A POINT HEREINAFTER REFERRED TO AS POINT A;
THENCE CONTINUING NORTH 29°44'54" EAST 200.01 FEET TO THE TRUE POINT OF
BEGINNING OF THE LINE HEREIN DESCRIBED;
THENCE SOUTH 56°28'50" WEST 222.32 FEET TO A POINT WHICH BEARS NORTH
59°24'56" WEST 100.01 FEET FROM SAID POINT A;
THENCE NORTH 59°24'56" WEST TO THE INNER HARBOR LINE AND THE END OF
SAID LINE DESCRIPTION;
ALSO THAT PORTION OF SAID GOVERNMENT LOT 5 LYING SOUTHEASTERLY OF LAKE
WASHINGTON BOULEVARD, WESTERLY OF SECONDARY STATE HIGHWAY NUMBER 2A
AND NORTHWESTERLY OF THE RIGHT-OF-WAY OF PUBLIC STATE HIGHWAY NUMBER 1
AS ESTABLISHED BY DEED RECORDED JANUARY 15, 1964 UNDER RECORDING NO.
5687408;
AND EXCEPT THAT PORTION THEREOF CONVEYED TO CITY OF RENTON, A MUNICIPAL
CORPORATION BY DEED RECORDED JUNE 19, 2008 UNDER RECORDING NO.
20080619001179.
TITLE REPORT REFERENCE:
THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED
BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO.
NCS-380710-WA1, DATED MAY 28, 2009. THE EASEMENTS SHOWN OR NOTED
HEREON RELATE TO THIS COMMITMENT.
NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR
NOTED HEREON.
TITLE REPORT SCHEDULE B EXCEPTIONS:
ITEMS CIRCLED ARE SHOWN ON MAP.
3.RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND
AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE
HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE
STATE OF WASHINGTON:
RECORDED:October 16, 1951
RECORDING NO.:4178247
4.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:MARCH 20, 1963 UNDER RECORDING NO. 5562896
IN FAVOR OF:PUGET SOUND POWER AND LIGHT COMPANY, A
CORPORATION, ITS SUCCESSORS AND ASSIGNS
FOR:POWER LINE
AFFECTS:THE NORTHWESTERLY PORTION OF THE PROPERTY HEREIN
DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY
5.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:NOVEMBER 20, 1964 UNDER RECORDING NO. 5814320
IN FAVOR OF:MUNICIPALITY OF METROPOLITAN SEATTLE, ITS
SUCCESSORS AND ASSIGNS
FOR:UTILITY EASEMENT
AFFECTS:THE NORTHEASTERLY PORTION OF THE PROPERTY HEREIN
DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY
7.COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS:
RECORDED:JULY 16, 1975
RECORDING NO.:7507160536
8.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:JULY 7, 1980 UNDER RECORDING NO. 8007070459
IN FAVOR OF:CITY OF RENTON, A MUNICIPAL CORPORATION
FOR:PUBLIC UTILITIES (INCLUDING WATER AND SEWER)
AFFECTS:PORTION OF THE PROPERTY HEREIN DESCRIBED
WESTERLY AND ADJACENT TO RAILROAD RIGHT-OF-WAY
9.SUBJECT TO THE TERMS OF THE JOINT VENTURE AGREEMENT BETWEEN PUGET
TIMBER COMPANY AND ALTINO PROPERTIES INC., DATED JUNE 15, 1971,
AMENDMENT THERETO DATED SEPTEMBER 12, 1980, BOTH APPEARING UNDER
RECORDING NO. 8102190531, RECORDED FEBRUARY 19, 1981. ACCORDING TO
RECITAL ON EASEMENT UNDER RECORDING NO. 9602150689, RECORDED
FEBRUARY 15, 1996; J.H. BAXTER & CO., CALIFORNIA LIMITED PARTNERSHIP
APPEARS TO HAVE SUCCEEDED PUGET TIMBER COMPANY, A JOINT VENTURER.
ALL AMENDMENTS TO SAID JOINT VENTURE AGREEMENT MUST BE SUBMITTED
PRIOR TO CLOSING TO DETERMINE THE CURRENT SIGNATORIES.
10.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:FEBRUARY 15, 1996 UNDER RECORDING NO.
9602150689
IN FAVOR OF:BARBEE MILL CO., INC., A WASHINGTON CORPORATION,
AND J.H. BAXTER & CO., A CALIFORNIA LIMITED
PARTNERSHIP
FOR:ROADWAY AND UTILITIES
AFFECTS:THE EAST 60 FEET ADJACENT TO WEST MARGIN OF
RAILROAD RIGHT-OF-WAY
11.THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LAND
CORNER RECORD" RECORDED MAY 29, 1997 AS RECORDING NO. 9705290636 OF
OFFICIAL RECORDS.
12.CONDITIONS, NOTES, EASEMENTS, PROVISIONS CONTAINED AND/OR DELINEATED
ON THE FACE OF THE SURVEY RECORDED FEBRUARY 9, 2000 UNDER
RECORDING NO. 20000209900005, RECORDED IN VOLUME 135 OF SURVEYS, AT
PAGE(S) 176, IN KING COUNTY, WASHINGTON.
13.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:SEPTEMBER 2, 2008 UNDER RECORDING NO.
20080902001178
IN FAVOR OF:CITY OF RENTON, A MUNICIPAL CORPORATION, ITS
SUCCESSORS AND ASSIGNS
FOR:SANITARY SEWER UTILITIES AND UTILITY PIPELINES
AFFECTS:AS DESCRIBED THEREIN
14.PRIVATE ACCESS TO SAID PREMISES IS ACROSS A RAILROAD RIGHT-OF-WAY.
THIS COMPANY WILL 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 POLICY(IES) 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(IES) WILL CONTAIN THE FOLLOWING EXCEPTION:
THE LACK OF RIGHT OF ACCESS TO AND FROM THE LAND ACROSS A RAILROAD
RIGHT-OF-WAY.
15.ANY QUESTION AS TO THE TRUE LOCATION OF THE LATERAL BOUNDARIES OF
THE SAID 2ND CLASS SHORELANDS.
CERTIFICATION:
SURVEY IDENTIFICATION NO.: 2009050.00
REGISTERED LAND SURVEYOR NO.:37546
SURVEYOR'S ADDRESS & COMPANY:BUSH, ROED & HITCHINGS, INC.
2009 MINOR AVENUE EAST
SEATTLE, WA 98102-3513
TELEPHONE:(206) 323-4144
TO CENTURY PACIFIC, LP AND FIRST AMERICAN TITLE COMPANY:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS
BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND
ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDES ITEMS 2, 3, 4, 5, 6, 7a,
7b1, 7c, 8, 9, 10, 11a, 11b, 12, 13, 14, 16, 17 AND 18, OF TABLE A THEREOF.
PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND
IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES
THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE
STATE OF WASHINGTON, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY
DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN.
_______________________________
DAKIN A. BELL, P.L.S. NO. 37546
_______________________________
DATE
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.
JOB NO. 2009050.00
SITE NOTES
SITE ADDRESS:
4350 LAKE WASHINGTON BOULEVARD
RENTON, WASHINGTON
TAX ACCOUNT NO.:
292405-9002-03
SETBACKS:
CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT
SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION OF
EXISTING IMPROVEMENTS.
THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE GOVERNING JURISDICTION
INDICATES THAT STRUCTURES ON THIS PROPERTY COMPLIED WITH MINIMUM SETBACK
AND HEIGHT REQUIREMENTS FOLLOWING CONSTRUCTION.
FLOOD ZONE:
THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE MAP INDEX, DATED DECEMBER
6,2001, INDEX NO. 53033CINDO, AND IS SITUATED IN ZONE "X", AREA DETERMINED
TO BE OUTSIDE 500 YEAR FLOODPLAIN.
HORIZONTAL DATUM:
NAD 83/91; CITY OF RENTON
VERTICAL DATUM:
NAVD 88; CITY OF RENTON
ORIGINATING BENCHMARK:
CITY OF RENTON BENCHMARK NO. 2100, USGS BRASS DISC ON SOUTHEAST CORNER
OF CONCRETE SPILLWAY AT GAGING STATION, WEST SIDE OF LAKE WASHINGTON
BOULEVARD, SOUTH OF MAY CREEK BRIDGE.
ELEVATION = 28.91'
SITE BENCHMARK "Z":
CHISELED SQUARE SET AT SOUTHEAST CORNER OF CONCRETE WALK AT EAST END
OF WALK, SOUTH SIDE OF NORTH 43RD STREET AT ENTRANCE TO BARBEE MILL
SUBDIVISION, 4.8' WEST OF WEST EDGE OF RAILROAD TRACK.
ELEVATION = 37.35' (SEE SHEET 11)
SITE BENCHMARK "Y":
CHISELED SQUARE SET AT NORTHEAST CORNER OF CONCRETE PAD FOR SANITARY
SEWER LIFT STATION WEST SIDE OF RIPLEY LANE, +/- 15' WEST OF WEST EDGE OF
ASPHALT.
ELEVATION = 33.56' (SEE SHEET 13)
AREA:
MAIN PARCEL IS 1,334,469 SQUARE FEET OR 30.6352 ACRES, MORE OR LESS.
MIDDLE PARCEL CONTAINS 50,052 SQUARE FEET OR 1.1490 ACRES, MORE OR LESS.
PARKING SPACE COUNT:
PARKING SPACES TOTAL 0 INCLUDING 0 HANDICAP ACCESSIBLE SPACES.
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.
TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER:
RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC LINES ARE
NOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT CONTACTED EACH OF THE
MANY COMPANIES, IN THE COURSE OF THIS SURVEY, WHICH COULD HAVE
UNDERGROUND LINES WITHIN ADJACENT RIGHTS-OF-WAY. THEREFORE, BRH DOES
NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OF UNDERGROUND
TELECOMMUNICATIONS/FIBER OPTIC LINES WHICH ARE NOT MADE PUBLIC RECORD
WITH THE LOCAL JURISDICTION. AS ALWAYS, CALL 1-800-424-5555 BEFORE
CONSTRUCTION.
UTILITY PROVIDERS:
SANITARY SEWERS, STORM DRAINAGE, WATER
CITY OF RENTON
DEVELOPMENT SERVICES
1055 SOUTH GRADY WAY
RENTON, WA 98055
(425) 430-7200
POWER AND NATURAL GAS
PUGET SOUND ENERGY
355 110TH AVENUE NE
BELLEVUE, WA 98004
(206) 425-2000
(888) 225-5773
TELEPHONE
QWEST WEST
LDA GROUP
PO BOX 625001
LITTLETON, CO 80162
DESCRIPTION:
THAT PORTION OF GOVERNMENT LOT 5 IN SECTION 29, TOWNSHIP 24 NORTH,
RANGE 5 EAST, W.M., AND SHORELAND ADJOINING LYING WESTERLY OF THE
NORTHERN PACIFIC RAILROAD RIGHT-OF-WAY AND SOUTHERLY OF A LINE, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE QUARTER CORNER ON THE SOUTH LINE OF SAID SECTION 29;
THENCE NORTH 89°58'36" WEST ALONG THE SOUTH LINE OF SAID LOT 5, 1,113.01
FEET TO THE WESTERLY LINE OF SAID NORTHERN PACIFIC RAILROAD
RIGHT-OF-WAY;
THENCE NORTH 29°44'54" EAST 849.62 FEET ALONG SAID RIGHT-OF-WAY LINE TO
A POINT HEREINAFTER REFERRED TO AS POINT A;
THENCE CONTINUING NORTH 29°44'54" EAST 200.01 FEET TO THE TRUE POINT OF
BEGINNING OF THE LINE HEREIN DESCRIBED;
THENCE SOUTH 56°28'50" WEST 222.32 FEET TO A POINT WHICH BEARS NORTH
59°24'56" WEST 100.01 FEET FROM SAID POINT A;
THENCE NORTH 59°24'56" WEST TO THE INNER HARBOR LINE AND THE END OF
SAID LINE DESCRIPTION;
ALSO THAT PORTION OF SAID GOVERNMENT LOT 5 LYING SOUTHEASTERLY OF LAKE
WASHINGTON BOULEVARD, WESTERLY OF SECONDARY STATE HIGHWAY NUMBER 2A
AND NORTHWESTERLY OF THE RIGHT-OF-WAY OF PUBLIC STATE HIGHWAY NUMBER 1
AS ESTABLISHED BY DEED RECORDED JANUARY 15, 1964 UNDER RECORDING NO.
5687408;
AND EXCEPT THAT PORTION THEREOF CONVEYED TO CITY OF RENTON, A MUNICIPAL
CORPORATION BY DEED RECORDED JUNE 19, 2008 UNDER RECORDING NO.
20080619001179.
TITLE REPORT REFERENCE:
THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED
BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO.
NCS-380710-WA1, DATED MAY 28, 2009. THE EASEMENTS SHOWN OR NOTED
HEREON RELATE TO THIS COMMITMENT.
NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR
NOTED HEREON.
TITLE REPORT SCHEDULE B EXCEPTIONS:
ITEMS CIRCLED ARE SHOWN ON MAP.
3.RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND
AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE
HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE
STATE OF WASHINGTON:
RECORDED:October 16, 1951
RECORDING NO.:4178247
4.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:MARCH 20, 1963 UNDER RECORDING NO. 5562896
IN FAVOR OF:PUGET SOUND POWER AND LIGHT COMPANY, A
CORPORATION, ITS SUCCESSORS AND ASSIGNS
FOR:POWER LINE
AFFECTS:THE NORTHWESTERLY PORTION OF THE PROPERTY HEREIN
DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY
5.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:NOVEMBER 20, 1964 UNDER RECORDING NO. 5814320
IN FAVOR OF:MUNICIPALITY OF METROPOLITAN SEATTLE, ITS
SUCCESSORS AND ASSIGNS
FOR:UTILITY EASEMENT
AFFECTS:THE NORTHEASTERLY PORTION OF THE PROPERTY HEREIN
DESCRIBED WESTERLY OF RAILROAD RIGHT-OF-WAY
7.COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS:
RECORDED:JULY 16, 1975
RECORDING NO.:7507160536
8.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:JULY 7, 1980 UNDER RECORDING NO. 8007070459
IN FAVOR OF:CITY OF RENTON, A MUNICIPAL CORPORATION
FOR:PUBLIC UTILITIES (INCLUDING WATER AND SEWER)
AFFECTS:PORTION OF THE PROPERTY HEREIN DESCRIBED
WESTERLY AND ADJACENT TO RAILROAD RIGHT-OF-WAY
9.SUBJECT TO THE TERMS OF THE JOINT VENTURE AGREEMENT BETWEEN PUGET
TIMBER COMPANY AND ALTINO PROPERTIES INC., DATED JUNE 15, 1971,
AMENDMENT THERETO DATED SEPTEMBER 12, 1980, BOTH APPEARING UNDER
RECORDING NO. 8102190531, RECORDED FEBRUARY 19, 1981. ACCORDING TO
RECITAL ON EASEMENT UNDER RECORDING NO. 9602150689, RECORDED
FEBRUARY 15, 1996; J.H. BAXTER & CO., CALIFORNIA LIMITED PARTNERSHIP
APPEARS TO HAVE SUCCEEDED PUGET TIMBER COMPANY, A JOINT VENTURER.
ALL AMENDMENTS TO SAID JOINT VENTURE AGREEMENT MUST BE SUBMITTED
PRIOR TO CLOSING TO DETERMINE THE CURRENT SIGNATORIES.
10.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:FEBRUARY 15, 1996 UNDER RECORDING NO.
9602150689
IN FAVOR OF:BARBEE MILL CO., INC., A WASHINGTON CORPORATION,
AND J.H. BAXTER & CO., A CALIFORNIA LIMITED
PARTNERSHIP
FOR:ROADWAY AND UTILITIES
AFFECTS:THE EAST 60 FEET ADJACENT TO WEST MARGIN OF
RAILROAD RIGHT-OF-WAY
11.THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LAND
CORNER RECORD" RECORDED MAY 29, 1997 AS RECORDING NO. 9705290636 OF
OFFICIAL RECORDS.
12.CONDITIONS, NOTES, EASEMENTS, PROVISIONS CONTAINED AND/OR DELINEATED
ON THE FACE OF THE SURVEY RECORDED FEBRUARY 9, 2000 UNDER
RECORDING NO. 20000209900005, RECORDED IN VOLUME 135 OF SURVEYS, AT
PAGE(S) 176, IN KING COUNTY, WASHINGTON.
13.EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION:SEPTEMBER 2, 2008 UNDER RECORDING NO.
20080902001178
IN FAVOR OF:CITY OF RENTON, A MUNICIPAL CORPORATION, ITS
SUCCESSORS AND ASSIGNS
FOR:SANITARY SEWER UTILITIES AND UTILITY PIPELINES
AFFECTS:AS DESCRIBED THEREIN
14.PRIVATE ACCESS TO SAID PREMISES IS ACROSS A RAILROAD RIGHT-OF-WAY.
THIS COMPANY WILL 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 POLICY(IES) 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(IES) WILL CONTAIN THE FOLLOWING EXCEPTION:
THE LACK OF RIGHT OF ACCESS TO AND FROM THE LAND ACROSS A RAILROAD
RIGHT-OF-WAY.
15.ANY QUESTION AS TO THE TRUE LOCATION OF THE LATERAL BOUNDARIES OF
THE SAID 2ND CLASS SHORELANDS.
CERTIFICATION:
SURVEY IDENTIFICATION NO.: 2009050.00
REGISTERED LAND SURVEYOR NO.:37546
SURVEYOR'S ADDRESS & COMPANY:BUSH, ROED & HITCHINGS, INC.
2009 MINOR AVENUE EAST
SEATTLE, WA 98102-3513
TELEPHONE:(206) 323-4144
TO CENTURY PACIFIC, LP AND FIRST AMERICAN TITLE COMPANY:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS
BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND
ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDES ITEMS 2, 3, 4, 5, 6, 7a,
7b1, 7c, 8, 9, 10, 11a, 11b, 12, 13, 14, 16, 17 AND 18, OF TABLE A THEREOF.
PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND
IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES
THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE
STATE OF WASHINGTON, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY
DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN.
_______________________________
DAKIN A. BELL, P.L.S. NO. 37546
_______________________________
DATE
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.
JOB NO. 2009050.00 OFWASHIN G T O N VRUSDNALLANOISSEFORPRE GISTEREDSTATEROYEA.DAKINBELL 37546DATEchecked bydrawn by
job no.
sheet of
scale date REVISIONNORBHSUCIVIL ENGINEERS & LAND SURVEYORSBUSH, ROED & HITCHINGS, INC.9691EHT
OARPRDE&IHOCTSEALOC,NI ISG,NC
.NHSAWOTGNILAYERSTATE:WEBSITE: BRHINC.COMFAX# (206) 323-71351-800-935-050898102-3513SEATTLE, Washington(206) 323-41442009 MINOR AVE. EASTTOPOGRAPHIC SURVEY - KEY MAPPORT QUENDALL TERMINALCENTURY PACIFIC, LPRENTON, KING COUNTY,WASHINGTONJBK DAB
1"=100'06/09
2009050
1 13
SW 1/4 SECTION 29, T24N, R5E, W.M.XS-SUR-R71 inch = ft.
( IN FEET )
GRAPHIC SCALE
0100 100 200
100
40050
SURVEY NOTE:
SEE RECORD OF SURVEY RECORDED UNDER REC. NO.
20000209900005 FOR BOUNDARY FOR BOUNDARY
INFORMATION RELATIVE TO SECTION INFORMATION
THAT IS REFERENCED IN THE LEGAL DESCRIPTION
HEREON.
25.12
6" DEC
20.92
20.63
6" DEC
23.50
24.46
8" DEC
24.23
25.17
23.34
24.07
24.55
21.21
21.30
21.62
6" DEC
10" DEC
8" DEC
6" DEC
6" DEC
8" DEC
6" DEC
1-14"DEC
1-12"DEC
1-4"DEC
2-6"DEC
OSPREY PLATFORM
ON POLE
"ANC WLD
FLAG 22/
END WLD"
"AQ OHWM
#39"
"WF-20 AQ"
"AQ OHWM
#40"
"AQ OHWM
#41"
8.96
15.13
15.22
10.16
10.19
-3.95
-4.95
20.02
-3.88
-1.13
-2.07
-1.78
-2.77
-3.38
0.20
4.91
7.29
14.98
15.16
5.16
9.99
16.03
15.10
16.60
15.91
9.94
6.34
3.06
0.46
0.61
6" DEC
12" DEC
21.14
6" DEC
23.17
10" CONIF
WETLAND
14.60
"AQ OHWM
#43 END"
"AQ OHWM
#38"
"WF-21"
FI
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H
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S
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2
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3
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4
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STRUCTURE
WATER=19.85'LAKE WASHINGTONN45°26'32"E878.912
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16
14
13
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11
9
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CANOPY
ASPHALTIC CONCRETE
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SANITARY SEWER CLEANOUT
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LEGEND
CON
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FFE FINISHED FLOOR ELEVATION
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TOE
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TP
DOLPHIN
PILING OFWASHIN G T O N VRUSDNALLANOISSEFORPRE GISTEREDSTATEROYEA.DAKINBELL 37546DATEchecked bydrawn by
job no.
sheet of
scale date REVISIONNORBHSUCIVIL ENGINEERS & LAND SURVEYORSBUSH, ROED & HITCHINGS, INC.9691EHT
OARPRDE&IHOCTSEALOC,NI ISG,NC
.NHSAWOTGNILAYERSTATE:WEBSITE: BRHINC.COMFAX# (206) 323-71351-800-935-050898102-3513SEATTLE, Washington(206) 323-41442009 MINOR AVE. EASTTOPOGRAPHIC SURVEYPORT QUENDALL TERMINALSCENTURY PACIFIC, LPRENTON, KING COUNTY,WASHINGTONJBK DAB
1"=20'06/09
2009050
2 13
SW 1/4 SECTION 29, T24N, R5E, W.M.XS-SUR-R7SEE SHEET 3 SEE SHEET 6
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
N45°26'32"E878.9121.98
23.50
23.6922.81
6" DEC
23.32
17.50
21.78
18.85
23.00
18.91 TOETOPW
TP
"WF-6 AQ
4-23-09"
"WF-2 AQ"
"SOIL PLOT WET""AQ OHWM#26"3.09
3.77
2.85
0.69
0.66
-0.33
1.48
6.32
9.04
11.42
12.96
12.00
13.94
15.93
15.8215.79
15.80
15.84
8.96
15.13
15.22
15.61
10.16
10.19
14.98
15.16
DOCK
DOCK
DOCKS
DOCK"WF-1 AQ
START WL F"WATER=18.63'WATER=19.04'3
LAKE WASHINGTON20987612016141312111110515432DOC
K
WATER MANHOLE
SANITARY SEWER CLEANOUT
POWER POLE W/ LIGHT
SS CO
W
WATER METER
WATER VALVE
W
D
PAINTED UTILITY LOCATION(P)
TOP ELEVATIONTE
SIGN
TRAFFIC FLOW ARROW
S SANITARY SEWER MANHOLE
SANITARY SEWERSS
SSMH
TELEPHONE DUCTTD
TELEPHONE VAULTTV
WATER LINE
TELEPHONE MANHOLETMH
POWER POLE
TEST PIT
TELEPHONE SENTRY BOX
WOOD FENCE (WF)
STORM DRAINSD
RECORD UTILITY LOCATION(R)
TOP OF BANK
SDMH STORM DRAIN MANHOLE
WV WATER VAULT
TOE OF SLOPE
TOP
TOE
WETLAND FLAG
TP
CANOPY
ASPHALTIC CONCRETE
GUY ANCHOR
CONIFER TREE (SIZE NOTED)
LEGEND
CON
GAS VALVE
CONCRETE SURFACE
GUARD POST
COC
CATV CABLE TELEVISION
FOUND SURVEY MONUMENT
OVERHEAD ELECTRIC/TELEPHONEO/H E/T
ELECTRICAL VAULTEV
W MONITORING WELL
CENTER OF CHANNEL
DRAIN INLET
INVERT ELEVATIONIE
GAS METERGM
ELECTRIC METEREM
GAS LINEG
PROPERTY LINEPL
CONCRETECONC.
ELECTRICAL DUCTED
CRW CONCRETE RETAINING WALL
FIRE HYDRANT
CHAIN LINK FENCE (CLF)
FIRC FOUND IRON ROD AND CAP
FFE FINISHED FLOOR ELEVATION
LIGHT POLE
x x
JUNCTION BOX
BLDG. HT.ROOF ELEVATION OF BUILDING
DECIDUOUS TREE (SIZE NOTED)DEC
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ADS PLASTIC PIPE
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BUILDING LINE
FOUND PK NAIL
FM FORCE MAIN
DOLPHIN
PILING OFWASHIN G T O N VRUSDNALLANOISSEFORPRE GISTEREDSTATEROYEA.DAKINBELL 37546DATEchecked bydrawn by
job no.
sheet of
scale date REVISIONNORBHSUCIVIL ENGINEERS & LAND SURVEYORSBUSH, ROED & HITCHINGS, INC.9691EHT
OARPRDE&IHOCTSEALOC,NI ISG,NC
.NHSAWOTGNILAYERSTATE:WEBSITE: BRHINC.COMFAX# (206) 323-71351-800-935-050898102-3513SEATTLE, Washington(206) 323-41442009 MINOR AVE. EASTTOPOGRAPHIC SURVEYPORT QUENDALL TERMINALSCENTURY PACIFIC, LPRENTON, KING COUNTY,WASHINGTONJBK DAB
1"=20'06/09
2009050
3 13
SW 1/4 SECTION 29, T24N, R5E, W.M.XS-SUR-R7SEE SHEET 2
SEE SHEET 4 SEE SHEET 61 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
28.58
28.14
28.13
28.31
28.74
29.40
27.65
25.19
22.10
8" DEC
20.82
10" DEC
24.15
23.52
23.50
23.53
23.86
25.00
25.35
23.39
25.93
26.58
26.66
24.76
23.44
19.09
26.18
25.41
25.21
23.17
24.92
24.67
24.93
24.56
24.54
25.73
26.43
28.19
27.00
27.29
24.72
24.42
25.58
25.30
23.14
23.45
23.51
23.12
23.1023.42
25.32
25.90
25.68
24.58
18.92
23.04
24.41
24.37 TOETOP
TOE
TOE
B/W FENCE
"AQ OHWM
#23"
"WF-4L AQ"
"WF-4L ANC
4-23-09"
"WF-4L"
"AQ WLC
FLAG 2R"
"AQ 4-23-09
WLC C1L"
"NO
TRESSPASSING"
"AQ OHWM
#21"
10.97
15.83
11.41
15.46
16.07
7.36
5.52
8.01
14.48
13.64
14.49
3.09
2.00
6.34
11.00
11.42
14.37
14.38
17.37
16.79
17.57
24.65
10" DEC
23.20
23.95
24.71
10" DEC
22.51
6" DEC
25.86
10" DEC
25.57
25.94
27.16
6" DEC
26.79
26.36 6" DEC
6" DEC
28.58
28.81
27.79
27.39
26.83
26.82
26.62
26.38
26.79
16" DEC
18" DEC
12" DEC
16" DEC
6" DEC
26.42
8" DEC
10" DEC6" DEC8" DEC
6" DEC6" DEC
6" DEC23.52
21.45
21.04
21.40
21.95
6" DEC
27.11
26.79
25.60
10" DEC
17.17
10" DEC
26.79
26.9014" DEC
8" DEC
26.56
25.83
25.90
6" DEC
24.01
6" DEC6" DEC
8" DEC
8" DEC
10.17
17.21 LOGLOGDOCK
DOCK
DOCKDOCKDOCK
W
W
TWIN 6"DEC
"AQ OHWM
#18"
"AQ OHWM
#17"
TWIN 6"DEC
"BH-28A"
8"IP 3' HIGH
6"IP
2.7' HIGH
TWIN 14"DEC
TWIN
6"DEC "END WLE
WF-19 AQ"
"START WLE
WF-1"
"AQ WLE
FLAG 2"
DEC CLUSTER
1-4",2-6",1-10"
"AQ WLE
FLAG 3"
3-8"DEC
"AQ OHWM
#16"
"AQ OHWM
#15"
WATER=18.31'
WATER=19.06'
"AQ OHWM
#14"
DEC CLUSTER
2-6",1-8",1-10"
4-6"DEC
"WF 6D"
"WF 6C"
"AQ OHWM
#12"
"AQ WLA
FLAG 6B"
"FLAG 6A
AQ WLA"
"WF 6G""WF 6 AQ""AQ WL A
FLAG 5"LAKE WASHINGTONN01°06'32"E637.06N45°26'32"E878.911525
252015109871827
2
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2825
20
2526
24
17161413121114131211879616141312111110515432WATER MANHOLE
SANITARY SEWER CLEANOUT
POWER POLE W/ LIGHT
SS CO
W
WATER METER
WATER VALVE
W
D
PAINTED UTILITY LOCATION(P)
TOP ELEVATIONTE
SIGN
TRAFFIC FLOW ARROW
S SANITARY SEWER MANHOLE
SANITARY SEWERSS
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TELEPHONE DUCTTD
TELEPHONE VAULTTV
WATER LINE
TELEPHONE MANHOLETMH
POWER POLE
TEST PIT
TELEPHONE SENTRY BOX
WOOD FENCE (WF)
STORM DRAINSD
RECORD UTILITY LOCATION(R)
TOP OF BANK
SDMH STORM DRAIN MANHOLE
WV WATER VAULT
TOE OF SLOPE
TOP
TOE
WETLAND FLAG
TP
CANOPY
ASPHALTIC CONCRETE
GUY ANCHOR
CONIFER TREE (SIZE NOTED)
LEGEND
CON
GAS VALVE
CONCRETE SURFACE
GUARD POST
COC
CATV CABLE TELEVISION
FOUND SURVEY MONUMENT
OVERHEAD ELECTRIC/TELEPHONEO/H E/T
ELECTRICAL VAULTEV
W MONITORING WELL
CENTER OF CHANNEL
DRAIN INLET
INVERT ELEVATIONIE
GAS METERGM
ELECTRIC METEREM
GAS LINEG
PROPERTY LINEPL
CONCRETECONC.
ELECTRICAL DUCTED
CRW CONCRETE RETAINING WALL
FIRE HYDRANT
CHAIN LINK FENCE (CLF)
FIRC FOUND IRON ROD AND CAP
FFE FINISHED FLOOR ELEVATION
LIGHT POLE
x x
JUNCTION BOX
BLDG. HT.ROOF ELEVATION OF BUILDING
DECIDUOUS TREE (SIZE NOTED)DEC
ROCKERY
BLOWOFF VALVE
ADS PLASTIC PIPE
ELECTRICAL TRANSFORMERET
BUILDING LINE
FOUND PK NAIL
FM FORCE MAIN
DOLPHIN
PILING OFWASHIN G T O N VRUSDNALLANOISSEFORPRE GISTEREDSTATEROYEA.DAKINBELL 37546DATEchecked bydrawn by
job no.
sheet of
scale date REVISIONNORBHSUCIVIL ENGINEERS & LAND SURVEYORSBUSH, ROED & HITCHINGS, INC.9691EHT
OARPRDE&IHOCTSEALOC,NI ISG,NC
.NHSAWOTGNILAYERSTATE:WEBSITE: BRHINC.COMFAX# (206) 323-71351-800-935-050898102-3513SEATTLE, Washington(206) 323-41442009 MINOR AVE. EASTTOPOGRAPHIC SURVEYPORT QUENDALL TERMINALSCENTURY PACIFIC, LPRENTON, KING COUNTY,WASHINGTONJBK DAB
1"=20'06/09
2009050
4 13
SW 1/4 SECTION 29, T24N, R5E, W.M.XS-SUR-R7SEE SHEET 3
SEE SHEET 5 SEE SHEET 81 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
N88°48'56"W
1085.47N01°06'32"E637.0628.58
28.14
28.13
28.31
29.38
28.74
29.40
27.65
28.19
13.03
11.94
8.40
10.49
10.97
15.83
15.46
16.07
27.16 6" DEC
28.58
28.81
27.79
27.39
26.83
26.82
26.62
26.38
26.79
16" DEC
18" DEC
12" DEC
16" DEC
6" DEC
26.42
8" DEC
10" DEC6" DEC8" DEC
6" DEC6" DEC
6" DEC23.52
21.45
21.04
21.40
21.95
6" DEC 22.24
23.72
22.44
21.26
22.05
27.11
26.79
10" DEC
26.79
26.9014" DEC
8" DEC
26.56
25.83
25.90
6" DEC
25.13
24.01
6" DEC6" DEC
8" DEC
8" DEC
8" DEC
20.63
23.70
25.02
6" DEC
24.80
6" DEC
6" DEC
6" DEC
8" DEC
16" DEC
8" DEC
8" DEC
8" DEC
12" DEC
19.65
TP
10" DEC
6" DEC
8" DEC
8" DEC
6" DEC19.16
TP
6" DEC
8" DEC
25.08
24.83
24.91 24.61
24.66
8" DEC 25.82
25.62
26.07
27.27
26.79
25.73
8" DEC
8" DEC
18" DEC
8" DEC
16" DEC
26.13
8" DEC
6" DEC
8" DEC
8" DEC
24.80
24.33
6" DEC
10" DEC
6" DEC
10" DEC
6" DEC
6" DEC
24.43
24.4324.60
24.65
23.31
23.31
23.59
25.08
25.17
23.24
25.80
27.10
27.17
25.94
25.74
26.66
25.55
24.83
26.46
26.29
25.17
25.17
26.71
25.70
25.87
27.12
27.51
26.15
24.23
25.56
25.33
23.97
23.44
24.71
24.99
23.48
21.02
18.60
18.6320.70
21.13
18.74
21.29
18.59
17.09
21.22
16.86
21.27
18.6321.15
22.03
16.88
15.50
25.13
25.65
16.26
18.32
18.18
25.60
25.46
19.71
22.89
22.92
16.96
17.82
17.5019.87
22.58
23.98
24.16 24.94
17.31
27.35
22.43
21.61
30.13
30.12
30.56
30.37
30.34
30.26
30.12
25.25
24.69
24.36
24.39
25.19
25.88
25.65
25.86
21.52
21.50
TP
6" DEC
25.93
TP
25.3624.68
26.52
26.5227.08
25.62
25.29
23.00
23.07
25.16
26.06
23.79 24.90
26.07
24.71
25.90
26.08
25.02
22.99
23.31 23.21
23.62
25.91
26.51
24.26 24.47
26.19
24.79
24.70
24.52
6" DEC
24.55
24.39
24.41
24.78
6" DEC
6" DEC26.22
25.80
12" DEC
12" DEC
29.86 29.94 30.04 S
23.91
24.62
24.37
24.55
25.35
6" DEC
10" DEC
6" DEC
12" DEC
14" DEC 8" DEC 12" DEC
6" DEC
8" DEC
6" DEC
12" DEC
14" DEC
25.08
24.98
24.67
24.59
24.00
25.32
GRAVEL
GRAVEL
WETLAND
WETLAND
WETLAND
24.30
24.98
24.78
B/W FENCETOETOPTOE TOETOETOETOETOETOP TOPTOPTOETOPTOPTOETOE
TOE
TOP
WW
TWIN 14"DEC
TWIN
6"DEC "END WLE
WF-19 AQ"
"START WLE
WF-1"
"AQ WLE
FLAG 2"
DEC CLUSTER
1-4",2-6",1-10"
"AQ WLE
FLAG 3"
"AQ WLE
FLAG 6"
"WF-4 AQ"
"WF-5"
"AQ WLE
FLAG 7"
"AQ WLE
FLAG 8"
"AQ WLE
FLAG 13"
"AQ WLE
FLAG 9""WF-10 AQ
4-30-09"
"AQ WLE
FLAG 11"
"WLF-12 AQ"
"AQ WLE
FLAG 14"
"WLF-15 AQ"
"WLF-18 AQ""AQ WLE
FLAG 17"
"WF-16 AQ
4-30-09"
3-8"DEC
"AQ OHWM
#15"
WATER=18.31'
WATER=18.37'
WATER=20.31'
"AQ OHWM
#14"
DEC CLUSTER
2-6",1-8",1-10"
TWIN 16"DEC
4-6"DEC
"WF 6D"
"WF 6C"
"WF 6E"
"AQ OHWM
#12"
"AQ WLA
FLAG 6B"
"WF 6F"
"WF 6H"
"FLAG 6A
AQ WLA"
"WF 6G"
3-6"DEC
2-6"DEC
"WF 9 AQ
4-30-09""AQ WL A
FLAG 10"
"WF 8 AQ"3-6"DEC
"AQ WLA
FLAG 7"
"WF 6 AQ"
"WF 11 AQ"
"WLA SP-1 UP"
"WET SOIL PLOT
AQ 4-23-09"
"AQ WL A
FLAG 5"
"AQ WL A
FLAG 3"
"AQ WL A
FLAG 4"
"BH-21A"
8"IP 1.5' HIGH
"BH-21B"
8"IP 1.3' HIGH
"AQ OHWM
11"
"START WLA
WF-1"
3-10"DEC
"AQ WLA
FLAG 12"
3-12"DEC
"AQ OHWM
10"
"AQ OHWM
8"
"AQ OHWM
7"
"AQ OHWM
5"
"AQ OHWM
START #1"
"AQ OHWM
#2"
"AQ OHWM
#4"
"AQ WLH
FLAG 5"
2-12"DEC
4-6"DEC
12"CMP
IE=22.92'
12"CMP
IE=22.90'
"WF-3 AQ"
"SOIL PLOT WET"
"WF-1 START
WL H AQ"
"END WLH"
"WF-6
AQ WLH"
"WLF
4 AQ"
"NO TRESSPASSING"
FIRC "OTAK 30445"
0.2'N OF PL
10"IP W
FIRC "OTAK 30445"
0.2'N OF PL
2-10"DEC
FIRC "OTAK 30445"
0.3'N OF PL FIRC "OTAK 30445"
0.2'N OF PL
FIRC "OTAK 30445"
0.2'N OF PL
FIRC "OTAK 30445"
0.2'N OF PL
2-12"DEC
3-12"DEC
"NO TRESSPASSING"
8"IP 3' HIGH
W
SSMH
TE=30.46 LAKE WASHINGTONSW 1/4 SECTION 29,
T24N,45E
NW 1/4 SECTION 32,
T24N,45E
SW 1/4 SECTION 29,
T24N,45E
NW 1/4 SECTION 32,
T24N,45ELAKE WASHINGTON2525
2
5
25 252515252025
25
15
20 1510202520
262727
24
24
24
23
23
2
4
22
26
262728
27
18
21
19
18171614
1312 141312112424242322212
6
27
2825
25
30
2
5
25
252525
25
29
32
30
BARBEE MILL
MASONRY BLOCK WALL
IS 0.5'S OF PL
MASONRY BLOCK WALL
IS 0.7'S OF PLMASONRY BLOCK WALL
IS 0.3'S OF PL
W W
TP
TP
TP
TP
MC-6
EL=28.05'
MC-7
EL=24.24'
MC-16
EL=17.91'
MC-17
EL=17.88'
BH 29-A
TOP=28.00'
PVC=27.50'
GROUND=24.80'
BH 29-B
TOP=27.96'
PVC=27.66'
GROUND=25.09'
WATER MANHOLE
SANITARY SEWER CLEANOUT
POWER POLE W/ LIGHT
SS CO
W
WATER METER
WATER VALVE
W
D
PAINTED UTILITY LOCATION(P)
TOP ELEVATIONTE
SIGN
TRAFFIC FLOW ARROW
S SANITARY SEWER MANHOLE
SANITARY SEWERSS
SSMH
TELEPHONE DUCTTD
TELEPHONE VAULTTV
WATER LINE
TELEPHONE MANHOLETMH
POWER POLE
TEST PIT
TELEPHONE SENTRY BOX
WOOD FENCE (WF)
STORM DRAINSD
RECORD UTILITY LOCATION(R)
TOP OF BANK
SDMH STORM DRAIN MANHOLE
WV WATER VAULT
TOE OF SLOPE
TOP
TOE
WETLAND FLAG
TP
CANOPY
ASPHALTIC CONCRETE
GUY ANCHOR
CONIFER TREE (SIZE NOTED)
LEGEND
CON
GAS VALVE
CONCRETE SURFACE
GUARD POST
COC
CATV CABLE TELEVISION
FOUND SURVEY MONUMENT
OVERHEAD ELECTRIC/TELEPHONEO/H E/T
ELECTRICAL VAULTEV
W MONITORING WELL
CENTER OF CHANNEL
DRAIN INLET
INVERT ELEVATIONIE
GAS METERGM
ELECTRIC METEREM
GAS LINEG
PROPERTY LINEPL
CONCRETECONC.
ELECTRICAL DUCTED
CRW CONCRETE RETAINING WALL
FIRE HYDRANT
CHAIN LINK FENCE (CLF)
FIRC FOUND IRON ROD AND CAP
FFE FINISHED FLOOR ELEVATION
LIGHT POLE
x x
JUNCTION BOX
BLDG. HT.ROOF ELEVATION OF BUILDING
DECIDUOUS TREE (SIZE NOTED)DEC
ROCKERY
BLOWOFF VALVE
ADS PLASTIC PIPE
ELECTRICAL TRANSFORMERET
BUILDING LINE
FOUND PK NAIL
FM FORCE MAIN
DOLPHIN
PILING OFWASHIN G T O N VRUSDNALLANOISSEFORPRE GISTEREDSTATEROYEA.DAKINBELL 37546DATEchecked bydrawn by
job no.
sheet of
scale date REVISIONNORBHSUCIVIL ENGINEERS & LAND SURVEYORSBUSH, ROED & HITCHINGS, INC.9691EHT
OARPRDE&IHOCTSEALOC,NI ISG,NC
.NHSAWOTGNILAYERSTATE:WEBSITE: BRHINC.COMFAX# (206) 323-71351-800-935-050898102-3513SEATTLE, Washington(206) 323-41442009 MINOR AVE. EASTTOPOGRAPHIC SURVEYPORT QUENDALL TERMINALSCENTURY PACIFIC, LPRENTON, KING COUNTY,WASHINGTONJBK DAB
1"=20'06/09
2009050
5 13
SW 1/4 SECTION 29, T24N, R5E, W.M.XS-SUR-R7SEE SHEET 4
SEE SHEET 81 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
26.88
27.10
27.18
27.42
23.55
25.98
27.02
27.11
26.19
25.98
25.98
25.85
26.30
25.14
23.35
22.63
25.78
26.70
24.50
30.21
30.24
24.28
24.14
30.35
26.61
26.66
26.55
27.08
27.38
26.96
27.65
27.55
27.54
27.86
28.61
28.64
29.57
29.01
27.35
27.93
29.46
27.73
29.57
30.34
29.61
29.37
29.40
29.48
8" DEC
T
O
P
T
O
E
T
O
E
x
x
x
x
x
x
x
x
x
x
x
S5
8
°
1
3
'
1
4
"
E
9
3
9
.
2
3
GRAVEL
26.36
26.67
26.79
6" DEC
26.09
29.45
26.29
26.00
25.55
16" DEC25.74
26.6824.78
25.64
25.94
25.72
25.17
25.37
25.61
6" DEC
25.36
21.45
20.33 24.51
20.5622.58
17.3821.44
25.33
25.05
24.00
24.22
24.56
24.29
24.18
24.08
24.58
24.42
10" DEC
6" DEC
24.01
24.68
24.68
24.85
24.52
25.23
25.42
24.98
25.46
25.79
24.67
24.20
23.88
23.53
24.35
24.51
24.07
24.62
24.72
24.94
25.44
24.08
24.20 23.53
23.84
24.30
25.43
25.25
24.19
10" DEC
12" DEC 8" DEC 6" DEC 10" DEC
12" DEC24.19
22.55
12" DEC
12" DEC
10" DEC
26.97
26.52
26.72
8" DEC
12" DEC 24.73
20.53
24.31
20.89
23.51
20.00
23.81
10" DEC
12" DEC
6" DEC
6" DEC 8" DEC
8" DEC
6" DEC10" DEC
12" DEC
10" DEC
6" DEC
23.46
22.70
22.63
22.03
16" DEC
16" DEC
6" DEC
22.46
18" DEC
8" DEC
12" DEC
6" DEC
6" DEC
20" DEC
8" DEC
18.80
19.06
18.87
20.86 8" DEC
10" DEC21.26
19.31
6" DEC
12" DEC
21.43
19.34
17.29
19.61
8" DEC
6" DEC
22.02
22.01
19.07
20.22
6" DEC
6" DEC
6" DEC
8" DEC
8" DEC
8" DEC
6" DEC
8" DEC
10" DEC
10" DEC
22.36
24.55
24.97
6" DEC
25.62
26.41
29.65
28.28 24.85
26.39
28.72
29.81
28.08
28.14
25.67
27.11
26.23
26.22
26.54
29.18
31.90
29.7630.14
31.01
30.26
30.31
29.28 28.95
28.50
26.40
26.04
25.19
25.59
26.22
25.70
26.40
26.31
26.34
26.25
26.57
27.43
26.39
26.60
26.22
26.53
32.31
26.13
24.66
24.37
24.51
8" DEC
25.51
25.35
25.35
8" DEC
6" DEC
25.60
6" DEC
28.28
26.37
6" DEC
6" DEC
24.45
24.05
24.38
27.06
24.53
24.51
26.65 24.33
24.30
25.14
27.37
29.53
24.64
24.04
23.79
25.21
28.17 24.73
27.75
28.06
27.6228.16
23.87
26.40
29.39
24.52
23.97
23.91
23.73
28.04
27.87
23.18
27.56
23.84
10" DEC
6" DEC6" DEC
23.62
26.40
28.63
29.606" DEC
23.12
26.44
27.64
23.84
23.93
24.67
25.28
25.21
25.34
14" DEC
24.23
24.39
20.84 18.92
23.82 8" DEC
22.02
22.47
12" DEC
10" DEC8" DEC
22.40
23.91
21.02
21.17
6" DEC
12" DEC
16" DEC
16" DEC
22.46
10" DEC
12" DEC
8" DEC
6" DEC
22.91
8" DEC
25.21
24.74
24.85
24.60
26.14
26.06
25.90
25.98
26.20
26.13
26.70
27.96
28.67
27.87
28.70
28.03
27.21
31.37
31.50
30.51
8" DEC
24.56
6" DEC
24.86
25.47
25.98
26.69
24.90
24.39
24.27
23.48
25.12
30.26
30.43
29.80
29.27
29.73
25.16
23.94
23.64
23.71
23.15
23.28
23.73 24.52
25.37
27.00
30.28
29.79
30.07
29.0912" DEC
12" DEC
8" DEC
24.11
10" DEC8" DEC
8" DEC
10" DEC
6" DEC
6" DEC
6" DEC
8" DEC16" DEC
18" DEC6" DEC
6" DEC
10" DEC10" DEC
8" DEC
8" DEC
6" DEC
6" DEC
19.00
24.46
8" DEC
25.17
23.34
24.07
24.55
21.21
21.30
10" DEC
21.62
6" DEC12" DEC
6" DEC
10" DEC
8" DEC
6" DEC
6" DEC
8" DEC
6" DEC
6" DEC
8" DEC
24.45
22.58
21.98
6" DEC
6" DEC
6" DEC
8" DEC
23.56
22.75
21.00
20.03
22.83
23.50 19.84
23.6922.81
6" DEC
23.32
21.78
18.85
23.00
TO
PTOP
TO
P
T
O
E
T
O
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TOETOETOE
TO
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W
W
W
W
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
POND
TP
TP
TP
TP
CAPPED 4"PVC,3.5' HIGH"AQ WLB
FLAG 9"
2-6"DEC
"WF-7 AQ
4-23-09"2-18"DEC
"WF-6 AQ
4-23-09"
6"IP
3' HIGH8"IP
1.5' HIGH
"AQ WLB
FLAG 8"
2-8"DEC
"AQ OHM
#28"
2-8"DEC
2-8"DEC
2-10"DEC"AQ OHWM
#29"
"WF-2
WLD AQ
4-30-09""
2-10"DEC
2-8"DEC
"SP 1-C
UP WLD AQ
4-30-09"
"ANC SP D-1B"
"AQ OHWM
#30"
"START WLD/
WF-1 AQ
4-30-09"
"OHWM #31"
"AQ OHWM
#32"
"AQ OHWM
#33"
"AQ WLD
FLAG 3"
"AQ WLD
FLAG 4"
"WF 5 AQ
4-30-09"
"AQ OHWM
#36""AQ OHWM
#37"
"AQ OHWM
#34"
"QA WLD
FLAG 6"
"WF-7 QA
4-30-09"
"AQ WLD
FLAG 8"
2-10"DEC
2-8"DEC
3-24"DEC
"WELL ID II
BH-23"
2-6"DEC
2-6"DEC3-8"DEC
4-6"DEC
"WF-15 AQ
4-30-09"
2-6"DEC
2-6"DEC
4-6"DEC
4-4"DEC"WF-9 AQ
4-30-09"
2-10"DEC
2-8"DEC "WF-10 AQ4-30-09""PH 18B"
8"IP 2' HIGH
"PH 18A"
8"IP 1.5' HIGH
"WF-17 AQ
4-30-09"
20 4"DEC
CLUSTER "WF-16 AQ"
"AQ WLD
FLAG 11"
"WF-13 AQ"
"WF-12 AQ"
"SP WLD
1-A WET"
"WF-14 AQ
4-30-09"
7-4"DEC
CLUSTER
5-4"DEC
8"IP 2.5' HIGH
FIRC "LS 22333 LS
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1-6"DEC
1-12"DEC
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1-12"DEC
"AQ WLD
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"WF-19 AQ
4-30-09"
1-14"DEC
1-12"DEC
1-4"DEC
2-6"DEC
"ANC WLD
FLAG 22/
END WLD"
"AQ OHWM
#39"
"WF-20 AQ"
6"DEC
2-6"DEC
CONC.
BARRIERS
CONC.
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15.8215.79
15.80
15.72
15.84
15.74
15.22
15.61
14.98
16.03
15.10
16.60
12" DEC
23.65
6" DEC6" DEC
12" DEC
23.67
20.25
WETLAND
WETLAND
WETLAND
DOC
K
DOCKS
"AQ OHWM
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TWIN 6"DEC
TWIN 12"DEC
TWIN 6"DEC
W
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8"IP 2' HIGH
METAL
STRUCTURE
"WF-1 AQ
START WL F"WATER=18.63'WATER=19.04'
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15
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4350 LAKE WASHINGTON BOULEVARD
TAX# 292405-9002-03
29
24
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212223
W
W
TP
TP
TP
TP
QP-2
EL=21.62'
QP-1
EL=22.45'QP-3
EL=23.52'
SP-BAX 9-1
EL=26.57'
CANOPY
ASPHALTIC CONCRETE
WATER MANHOLE
SANITARY SEWER CLEANOUT
GUY ANCHOR
CONIFER TREE (SIZE NOTED)
LEGEND
CON
GAS VALVE
POWER POLE W/ LIGHT
SS CO
W
WATER METER
WATER VALVE
CONCRETE SURFACE
GUARD POST
COC
CATV
W
D
CABLE TELEVISION
FOUND SURVEY MONUMENT
PAINTED UTILITY LOCATION(P)
TOP ELEVATIONTE
SIGN
OVERHEAD ELECTRIC/TELEPHONEO/H E/T
ELECTRICAL VAULTEV
TRAFFIC FLOW ARROW
W MONITORING WELL
S SANITARY SEWER MANHOLE
CENTER OF CHANNEL
DRAIN INLET
SANITARY SEWERSS
SSMH
INVERT ELEVATIONIE
TELEPHONE DUCTTD
TELEPHONE VAULTTV
WATER LINE
TELEPHONE MANHOLETMH
GAS METERGM
ELECTRIC METEREM
GAS LINEG
POWER POLE
PROPERTY LINEPL
CONCRETECONC.
TEST PIT
ELECTRICAL DUCTED
CRW CONCRETE RETAINING WALL
FIRE HYDRANT
CHAIN LINK FENCE (CLF)
FIRC FOUND IRON ROD AND CAP
FFE FINISHED FLOOR ELEVATION
TELEPHONE SENTRY BOX
WOOD FENCE (WF)
STORM DRAINSD
RECORD UTILITY LOCATION(R)
TOP OF BANK
SDMH STORM DRAIN MANHOLE
LIGHT POLE
x x
JUNCTION BOX
WV WATER VAULT
BLDG. HT.ROOF ELEVATION OF BUILDING
DECIDUOUS TREE (SIZE NOTED)DEC
ROCKERY
TOE OF SLOPE
TOP
TOE
BLOWOFF VALVE
ADS PLASTIC PIPE
ELECTRICAL TRANSFORMERET
WETLAND FLAG
BUILDING LINE
FOUND PK NAIL
FM FORCE MAIN
TP
DOLPHIN
PILING OFWASHIN G T O N VRUSDNALLANOISSEFORPRE GISTEREDSTATEROYEA.DAKINBELL 37546DATEchecked bydrawn by
job no.
sheet of
scale date REVISIONNORBHSUCIVIL ENGINEERS & LAND SURVEYORSBUSH, ROED & HITCHINGS, INC.9691EHT
OARPRDE&IHOCTSEALOC,NI ISG,NC
.NHSAWOTGNILAYERSTATE:WEBSITE: BRHINC.COMFAX# (206) 323-71351-800-935-050898102-3513SEATTLE, Washington(206) 323-41442009 MINOR AVE. EASTTOPOGRAPHIC SURVEYPORT QUENDALL TERMINALSCENTURY PACIFIC, LPRENTON, KING COUNTY,WASHINGTONJBK DAB
1"=20'06/09
2009050
6 13
SW 1/4 SECTION 29, T24N, R5E, W.M.XS-SUR-R7SEE SHEET 2
SEE SHEET 3SEE SHEET 9SEE SHEET 7
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
29.14 28.82
28.81
27.76
27.57
27.77
27.82
27.79
27.78
27.99 27.78
27.86
27.77
27.85
28.03
28.03
28.14
27.84
27.48
29.66
29.45
29.03
30.00
29.97
29.72
29.61
27.80
27.6227.77
27.70
28.20
28.01
29.13
29.35
29.19
28.69
27.67
27.5527.65
27.71
27.7627.62
27.40
27.61
27.73
27.68
28.58
28.28
28.61
29.35
29.34
27.95
28.35
28.40
28.78
27.7127.03
27.36
27.47
29.35
METAL GUARDRAIL
8.UTILITY EASMENT,REC. NO. 800707045915'
10" DIP
W
(
P
)
GRAVEL
GRAVEL
PORT QUENDALL TERMINAL
4350 LAKE WASHINGTON BOULEVARD
TAX# 292405-9002-03
27.27
28.47
28.46
27.13
26.97
26.80
26.04
25.97
26.13
26.01
25.79
25.81
26.32
26.36
26.67
26.79
26.45
27.38
27.77
6" DEC
26.70
6" DEC
27.53
28.12
27.82
29.87
29.29
28.78
29.48
29.27
27.98
29.22
27.74
26.82
27.06
27.51
27.00
26.51
27.11
27.59
26.11
25.79
26.09
27.38
28.39
27.02
26.12
27.34
28.11
27.60
26.17
27.26
27.22
27.49
27.23
28.57
29.10
28.59
28.08
27.90
28.17
28.58
29.27
29.16
28.77
26.02
26.40
27.87
27.01
27.51
26.46
26.11
25.93
27.70
27.73
27.01
25.97
26.22
27.55
28.68
28.21
27.45
29.15
29.92
29.29
28.92
28.75
28.50
29.29
28.72
29.32
27.88
28.91
28.98
27.97
29.70
29.66
28.60
29.39
29.15
28.43
28.59
28.32
29.14
28.96
28.36
27.35
28.92
28.38
27.58
26.9327.02
26.57
27.50
28.57
28.43
28.95
29.26
28.22
27.03
29.06
28.97
29.38
28.74
30.44
27.74
30.80
29.17
29.49
30.11
31.94
32.59
31.17
29.12
29.98
28.24
27.52
6" DEC
25.21
26.16
22.83
25.08
29.37
30.75
29.97
30.27
29.79
29.79
29.31
30.39
29.35
29.71
26.80
23.31
23.36
23.67
25.26
23.65
26.22
29.58
30.76
29.66
29.85
30.57
30.28
29.97
27.48
24.25
27.15
26.10
25.84
14" DEC
25.87
24.49
12" DEC
26.55
24.54
24.99
20.33
26.25
26.09
30.03
29.45
26.29
26.00
10" DEC
25.55
16" DEC25.74
26.6824.78
6" DEC
24.40
22.32
21.9920.99
24.10
22.17
22.51
31.90
32.04
31.00
29.4431.04
31.7731.13
29.7630.14
31.01
30.26
30.31
27.43
26.22
26.53
32.31
32.33
26.13
31.90
31.84
8" DEC
6" DEC
25.60
6" DEC 6" DEC
6" DEC
26.58
23.50 19.84
20.44
23.86
22.69
20.31
20.77
22.39
20.73
21.08
21.30
20.92
27.14
26.84
23.00
18.91
22.28
21.41
18.72
22.93
23.19
20.65
20.59
20.07
21.10
21.26
22.93
24.11
26.04
25.48 26.31
18" DEC
16" DEC
26.05
25.72
12" DEC25.03
20.8224.75
22.02
19.72
19.20
24.63
25.11
23.46
20.35
25.8824.14
25.56
24.77
25.62
25.19
22.10
21.50
21.658" DEC
20.82
23.97
23.98
24.80
25.09
24.07
24.08
24.15
23.52
23.50
23.53
23.86 25.35
23.39
24.14
26.11
23.07
25.93
25.81
25.49
25.41
26.25
29.91
26.3126.15
24.92
25.73
25.67
26.12
26.47
26.28
27.33
26.79
26.12
28.19 TOETOETOETOPTOPTOP
W
W
GRAVEL
GRAVELTOETOPTOP TOE
TOP
B/W FENCE
TO
P
POND
TP
TP
METAL
FORMS
TOP
10" DIP W(R)"ANC WL G
FLAG
4B/ANC
WL G END"
"WF-3 AQ"
"WF-A4 AQ"
"ANC WL G
FLAG 5B"
"WF-1 AQ
5-6-09/START
WETLAND G""WF-5A AQ"
"WF-6A AQ
5-6-09"
"ANC WL-G
FLAG#2"
"WF-7B"
"WF-7A AQ"
"ANC WLG
FLAG 8B"
"ANC WLG
FLAG 9B""ANC WL G
FLAG 6B"
"WF-8A AQ"
2-12"DEC
3-8"DEC"ANC WLG
FLAG 10B"
"WF-9A
5-6-09 AQ""WF-10A AQ
5-6-09"
"ANC WLG
FLAG 11B"
"AQ WLB
FLAG 11, END
WETLAND B"CAPPED 4"PVC,3.5' HIGHCAPPED 4"PVC,
2.2' HIGH
"WF-10 AQ
4-23-09"
"AQ WLB
FLAG 9"
"SP
UPLAND"
"SP WLG"
3-24"DEC
2-6"DEC
2-6"DEC3-8"DEC
4-6"DEC
"START WLB/
WF-1 AQ"
CONC.
BARRIERS
CONC.
BARRIERS
CONC.
BARRIERS
"BH-O8"
8"IP 1.5' HIGH
"BH-20"
8"IP 1.5' HIGH
"WLB/WLF-2
AQ 4-23-09"
"AQ OHWM
#23"
"AQ WLC
FLAG 5R"
"WF-4L AQ"
"WF-4L ANC
4-23-09"
"WF-4L"
"AQ WLC
FLAG 2R"
"AQ WLC
FLAG 3R
CHECK DAM"
JUNK PILE
METAL
FORMS
29
16.97
28.58
GRAVEL
ROAD
REGRADED
APPROX.
SHORELINE
LOCATION
WETLAND
WETLAND
10" DIP W(R)LOGDOCKDOCK DOCK"WF-3 AQ
4-23-09"
"AQ WLE
FLAG 3"
"WF-4 AQ"
7 3030
30
25
30
30
2
9
26
26
27
292
8
27
29
29
27
27
292
7
282829
28
27
26
26
27202530
30
25
3
0
28
26
2
7
28
29
29
2
9 2928
31
272728292827
26
313
2
29
29
28
27
26
24
23
22 29282726
29
28
27
262423
2216 PORT QUENDALLTERMINAL
4350 LAKE WASHINGTON BOULEVARD
TAX# 292405-9002-03
COVERNMENT LOT 5
W
W
FH(R)W
WTP
TP
TP
TP
FLAG, LABELLED
"MC-15 35 FT."
QP-6
EL=29.04'
QP-7
EL=28.81'
QP-4
EL=26.33'
QP-5
EL=21.82'
BH 20-C
TOP=28.06'
PVC=27.35'
GROUND=25.10'
BH 5-B
TOP=28.36'
PVC=27.96'
GROUND=25.29'
CANOPY
ASPHALTIC CONCRETE
WATER MANHOLE
SANITARY SEWER CLEANOUT
GUY ANCHOR
CONIFER TREE (SIZE NOTED)
LEGEND
CON
GAS VALVE
POWER POLE W/ LIGHT
SS CO
W
WATER METER
WATER VALVE
CONCRETE SURFACE
GUARD POST
COC
CATV
W
D
CABLE TELEVISION
FOUND SURVEY MONUMENT
PAINTED UTILITY LOCATION(P)
TOP ELEVATIONTE
SIGN
OVERHEAD ELECTRIC/TELEPHONEO/H E/T
ELECTRICAL VAULTEV
TRAFFIC FLOW ARROW
W MONITORING WELL
S SANITARY SEWER MANHOLE
CENTER OF CHANNEL
DRAIN INLET
SANITARY SEWERSS
SSMH
INVERT ELEVATIONIE
TELEPHONE DUCTTD
TELEPHONE VAULTTV
WATER LINE
TELEPHONE MANHOLETMH
GAS METERGM
ELECTRIC METEREM
GAS LINEG
POWER POLE
PROPERTY LINEPL
CONCRETECONC.
TEST PIT
ELECTRICAL DUCTED
CRW CONCRETE RETAINING WALL
FIRE HYDRANT
CHAIN LINK FENCE (CLF)
FIRC FOUND IRON ROD AND CAP
FFE FINISHED FLOOR ELEVATION
TELEPHONE SENTRY BOX
WOOD FENCE (WF)
STORM DRAINSD
RECORD UTILITY LOCATION(R)
TOP OF BANK
SDMH STORM DRAIN MANHOLE
LIGHT POLE
x x
JUNCTION BOX
WV WATER VAULT
BLDG. HT.ROOF ELEVATION OF BUILDING
DECIDUOUS TREE (SIZE NOTED)DEC
ROCKERY
TOE OF SLOPE
TOP
TOE
BLOWOFF VALVE
ADS PLASTIC PIPE
ELECTRICAL TRANSFORMERET
WETLAND FLAG
BUILDING LINE
FOUND PK NAIL
FM FORCE MAIN
TP
DOLPHIN
PILING OFWASHIN G T O N VRUSDNALLANOISSEFORPRE GISTEREDSTATEROYEA.DAKINBELL 37546DATEchecked bydrawn by
job no.
sheet of
scale date REVISIONNORBHSUCIVIL ENGINEERS & LAND SURVEYORSBUSH, ROED & HITCHINGS, INC.9691EHT
OARPRDE&IHOCTSEALOC,NI ISG,NC
.NHSAWOTGNILAYERSTATE:WEBSITE: BRHINC.COMFAX# (206) 323-71351-800-935-050898102-3513SEATTLE, Washington(206) 323-41442009 MINOR AVE. EASTTOPOGRAPHIC SURVEYPORT QUENDALL TERMINALSCENTURY PACIFIC, LPRENTON, KING COUNTY,WASHINGTONJBK DAB
1"=20'06/09
2009050
7 13
SW 1/4 SECTION 29, T24N, R5E, W.M.XS-SUR-R7SEE SHEET 6
SEE SHEET 4SEE SHEET 10SEE SHEET 8 1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
35.8836.3536.4435.9835.8836.3136.0135.4934.9535.47S
S
35.40
36.31
35.5035.9836.3335.8635.5435.0035.48
35.14
32.82
34.8734.3634.8129.74
29.22
28.68
28.36
28.56
28.10
27.80
27.87
27.88
28.02 28.07
28.06
28.36
28.34
28.52
28.59
28.47
29.02
29.9629.37
29.01
28.60
28.64
28.36
28.54
28.16
28.4028.00
27.35
29.04 29.48 30.18
30.61
30.90
31.34
31.50
31.12
31.57
30.96
30.54
30.27
30.46
31.03
30.26
30.28
30.59
30.93
30.91
30.41
29.98
33.43
35.36
33.92
34.45
34.65
34.47
35.10
32.98
36.03
34.75
33.12
33.43
32.14
31.69
34.34
34.52
35.4933.7332.88
31.15 30.26
29.67
29.11
30.62
30.06
30.32
31.63
31.29
31.16
29.98
31.08
30.85
31.74
31.28
29.93
30.0229.67
29.4729.29
28.32
29.00 29.78
27.24
29.8529.48
26.96
26.28
26.51
27.51
27.58
27.60
27.54
28.19
27.98
27.95
29.01
29.15
29.14 28.82
28.81
27.76
27.99 27.78
28.03
27.92
27.87
27.51
27.26
27.02
27.18
27.39
27.48
26.94
26.62
26.09
26.66
27.10
26.79
26.80
27.02
26.97
26.93
27.55
26.99
28.14
27.84
27.48
29.03
29.76
29.01
30.00
29.97
29.72
29.61
30.25
30.09
29.79
29.70
29.26
29.40
29.33
29.68
29.94
30.32
28.59
29.99
30.07
30.05
29.97
29.85
30.03
29.40
29.01
29.34
30.14
29.96
29.55
28.08
27.80
29.36
30.42
30.07
30.21
29.48
30.12
30.02
30.92
30.65
29.15
27.68
27.87
28.02
28.71
29.03
30.57
29.20
29.92
29.32
29.29
29.25
33.50
4" CON
32.88
32.7432.58
33.22 33.37
TOP
TOE
TOExxxxxxxxxxxxxxxxxxxxxxxx10"DIP W(P)EMGM CONC. WALLCRWLOG DEBRIS PILE
TMH
ED(P)G(P)10.60' ROADWAY & UTILITYEASMENT, REC. NO.96021506894.O/H POWERLINE EASMENT"ALONG EASTERLY MARGIN OFPROPERTY", REC. NO. 5562896CAPPED 112" PVC1' ABOVE GROUNDSTREETSIGN"NO TRESSPASSING"
CAPPED
4"PVC
2ND FLOOR
BLDG. HT.=58.48
1ST FLOOR
BLDG. HT.=49.31 CATV(P)2"DEC(TYP)12"SS(R)12" DIP W(P)GRAVEL
GRAVEL
GRAVEL
MASONRY BLOCK WALL
IS 0.6'S OF PL
CONC.
STAIRS
28.39
27.01
27.51
27.55
28.68
27.97
29.70
28.92
28.38
27.58
26.9327.02
26.57
27.50
28.57
28.43
28.58
28.95
29.26
28.22
27.03
26.61
26.94
27.14
27.56 28.16 29.28
29.37
32.26
32.25
30.6130.19
29.5729.4328.9128.7728.64
30.07 29.90 30.28 30.50 30.99
31.53 31.47 31.83
29.37
29.37
29.21
6" DEC
6" DEC6" DEC
28.91
28.32
6" DEC
6" DEC25.14
6" DEC
30.47
29.26
26.04
25.4524.74
28.70
29.61
27.43
32.41
29.06
28.02
23.74
28.97
29.38
28.74
MASONRY BLOCK WALL
IS 0.4'S OF PL
GRAVEL
GRAVEL
TO
P
TOP
TOE
TO
E
4"PVC
TE=32.44'
4"PVC
(CAPPED)
FIRC "OTAK 30445"
0.3'N OF PL
FIRC "OTAK 30445"
0.2'N OF PL
FIRC "OTAK 30445"
0.3'N OF PL
FIRC "OTAK 30445"
0.2'N OF PL"NO TRESSPASSING"
FIRC "OTAK 30445"
0.2'N OF PL
FIRC "OTAK 30445"
0.2'N OF PL
FIRC "OTAK 30445"
0.2'N OF PL FIRC "OTAK 30445"
0.3'N OF PL
FIRC "OTAK 30445"
0.2'N OF PL
3-6"DEC
3
0
30
30
30 3035
3
0
30
31
34
33
32
28.58
22.24
26.08
26.09
10" DEC
26.01
25.70
6" DEC
25.08
24.59
25.33 25.55
26.16
26.29
26.44
26.66
26.64
26.85
27.15
27.98
27.41
27.09
25.75
28.68
28.79
GRAVEL
26.32
25.54
SHACK
W
W
W W
"AQ WLE
FLAG 3"
"WF-4 AQ"
"WF-5"
"WF-10 AQ
4-30-09"
"AQ WLE
FLAG 11"
8"IP 3' HIGH
8"IP 1.5' HIGH
3-18"DEC
"BH 25-B"
8"IP 4' HIGH
(APPEAR DESTROYED)
"BH 25-A"
8"IP 4' HIGH
(APPEAR DESTROYED)INLETTE=35.50IE=32.65(12"PVC E)IE=33.30(4"PVC W)INLETTE=35.45 IE=31.90(12"CP W,12"PVC N)INLETTE=35.38IE=31.53(12"CP E)IE=31.63(12"PVC S)SSMH TE=35.23COC=19.28(12"PVC NE,S)SSMH TE=35.62COC=19.32(12"PVC N,SW)N88°48'56"W 1085.47
8
SW 1/4 SECTION 29,
T24N,45E
NW 1/4 SECTION 32,
T24N,45E
SW 1/4 SECTION 29,
T24N,45E
NW 1/4 SECTION 32,
T24N,45E
25
3025253
0
362928272627
2626
292827 3129282928 2927272729
28
30
29
10038
28.42
TEST PIT
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TPTP
W
BH-25AR
(BLS 411)
TOP=31.88'
PVC=31.34'
GROUND=29.23'
MC-13
EL=27.64'
MC-3
EL=27.70'
MC-5
EL=27.97'
MC-14
EL=26.02'
PROBE MC-4
EL=25.13'
PROBE MC-2
EL=25.85'MC-11
EL=26.86'
MC-12
EL=26.58'
PROBE MC-1
EL=27.35'
MC-21
EL=27.56'
MC-18
EL=27.30'
MC-10
EL=28.37'
MC-19
EL=28.19'
MC-22
EL=28.42'
MC-24
EL=29.52'
CANOPY
ASPHALTIC CONCRETE
WATER MANHOLE
SANITARY SEWER CLEANOUT
GUY ANCHOR
CONIFER TREE (SIZE NOTED)
LEGEND
CON
GAS VALVE
POWER POLE W/ LIGHT
SS CO
W
WATER METER
WATER VALVE
CONCRETE SURFACE
GUARD POST
COC
CATV
W
D
CABLE TELEVISION
FOUND SURVEY MONUMENT
PAINTED UTILITY LOCATION(P)
TOP ELEVATIONTE
SIGN
OVERHEAD ELECTRIC/TELEPHONEO/H E/T
ELECTRICAL VAULTEV
TRAFFIC FLOW ARROW
W MONITORING WELL
S SANITARY SEWER MANHOLE
CENTER OF CHANNEL
DRAIN INLET
SANITARY SEWERSS
SSMH
INVERT ELEVATIONIE
TELEPHONE DUCTTD
TELEPHONE VAULTTV
WATER LINE
TELEPHONE MANHOLETMH
GAS METERGM
ELECTRIC METEREM
GAS LINEG
POWER POLE
PROPERTY LINEPL
CONCRETECONC.
TEST PIT
ELECTRICAL DUCTED
CRW CONCRETE RETAINING WALL
FIRE HYDRANT
CHAIN LINK FENCE (CLF)
FIRC FOUND IRON ROD AND CAP
FFE FINISHED FLOOR ELEVATION
TELEPHONE SENTRY BOX
WOOD FENCE (WF)
STORM DRAINSD
RECORD UTILITY LOCATION(R)
TOP OF BANK
SDMH STORM DRAIN MANHOLE
LIGHT POLE
x x
JUNCTION BOX
WV WATER VAULT
BLDG. HT.ROOF ELEVATION OF BUILDING
DECIDUOUS TREE (SIZE NOTED)DEC
ROCKERY
TOE OF SLOPE
TOP
TOE
BLOWOFF VALVE
ADS PLASTIC PIPE
ELECTRICAL TRANSFORMERET
WETLAND FLAG
BUILDING LINE
FOUND PK NAIL
FM FORCE MAIN
TP
DOLPHIN
PILING OFWASHIN G T O N VRUSDNALLANOISSEFORPRE GISTEREDSTATEROYEA.DAKINBELL 37546DATEchecked bydrawn by
job no.
sheet of
scale date REVISIONNORBHSUCIVIL ENGINEERS & LAND SURVEYORSBUSH, ROED & HITCHINGS, INC.9691EHT
OARPRDE&IHOCTSEALOC,NI ISG,NC
.NHSAWOTGNILAYERSTATE:WEBSITE: BRHINC.COMFAX# (206) 323-71351-800-935-050898102-3513SEATTLE, Washington(206) 323-41442009 MINOR AVE. EASTTOPOGRAPHIC SURVEYPORT QUENDALL TERMINALSCENTURY PACIFIC, LPRENTON, KING COUNTY,WASHINGTONJBK DAB
1"=20'06/09
2009050
8 13
SW 1/4 SECTION 29, T24N, R5E, W.M.XS-SUR-R7SEE SHEET 7
SEE SHEET 5SEE SHEET 111 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
31.61
31.44
31.35
31.20
31.11
31.03
31.48
31.24
28.33
30.66
29.27
36.02 36.0336.0135.9636.0135.9635.9435.8735.9035.8735.8535.8035.8732.79
32.91
33.06
33.12
33.50
33.80
33.80
31.2231.28
31.21
31.37
33.24
32.99
33.00
31.27
33.22
33.08
31.17
31.11
31.03
31.08
4" CON
4" CON
32.744" CON
4" CON
6" CON
33.39
8" DEC
33.03
S
S
6" CON
4" CON
4" CON
31.31
33.19
33.01
32.76
32.63
30.33
31.92
4" CON
4" CON
4" CON
4" CON
32.15
31.96
30.0630.96
31.70
S
35.64
35.62
35.6135.6435.0434.3034.04
33.6134.3635.0335.7035.6535.7235.7535.1033.34
33.45
34.35
35.12
35.0834.1035.1535.2634.14
34.2635.3535.35
34.29
35.38 35.2135.2335.1335.0935.0735.0835.1234.9734.9934.85
32.00
32.20
32.65
32.58
32.00
32.33
32.55
32.14
32.14
32.10
32.66
29.61
28.46
28.45
27.89
27.72
27.66
27.17
26.32
26.23
25.08
24.27
26.33
26.67
6" DEC25.94
25.87
26.04
26.26
26.47
26.47
26.57
26.94
S
27.48
26.92
27.33
27.76
10" DEC
27.89
27.63
4" CON
31.08
31.70
6" CON
27.65
16" DEC
14" DEC
29.89
28.72 28.78
28.8329.01
28.19
27.67
27.49
27.45
10" DEC
27.68
27.74
27.68
28.03
28.12
27.76
28.12
28.51
29.52
30.08
29.78
29.05
28.23
28.17
29.40
29.23
30.00
30.68
31.26
31.49
31.21
30.36
30.03
29.53
28.19
28.79
29.05
29.76
30.09
26.68
29.74
29.69
30.04
30.03
29.66
29.09
28.39
29.16
29.19
29.64
30.15
29.61
29.42
29.80
28.14
28.90
30.02
29.82
28.21
29.33
28.84
28.13
28.86
28.75
29.97
30.6330.68
30.02
27.53
27.46
27.35
27.50
27.58
27.63
27.34
27.47
27.63
27.63
27.91
29.47
29.91
29.90
29.42
29.41
29.37
29.72
30.29
29.94
28.85
28.25
28.04
29.70
29.71
30.13
29.36
30.07
30.25
29.91
29.69
28.30
27.95
29.28
28.93
29.12
29.13
28.01
29.84
29.98
30.14
26.17
28.11
28.80
26.63
25.71
30.13
29.25
25.84
25.62
29.91
29.12
24.79
29.49
29.07
27.79
28.91
29.57
28.7928.67
24.84
24.77
28.81
28.64
27.79
27.32
27.72
28.08
28.77
28.65
24.31
24.37
28.98
29.19
27.91
27.41
27.08
26.87
27.77
28.65
28.81
24.05
24.14
28.13
29.14
27.97
26.88
27.10
27.18
27.42
27.17
24.01
23.55
25.98
27.02
27.11
26.19
25.98
26.30
25.14
23.35
22.63
25.78
26.52
26.53
26.88
26.17
26.75
24.84
26.68
24.86
26.23
24.69
24.38
26.26
26.49
26.02
25.70
28.57
31.30
31.46
25.56
25.15
31.43
31.20
25.59
24.77
30.90
30.50
24.65
24.56
30.57
30.30
24.44
24.50
30.21
30.24
24.28
24.14
30.35
26.55
27.08
27.38
26.96
27.58
27.71
27.79
27.46
27.65
27.55
27.54
27.45
27.90
27.76
27.71
27.77
27.70
27.62
27.63
27.60
27.27
27.68
27.86
27.40
27.45
27.42
27.86
29.57
29.01
27.35
27.93
29.46
27.73
29.57
30.34
29.61
29.37
29.10
29.40
28.46
29.06
28.87
29.48
8" DEC
27.33
28.11
27.74 RR TRACKSRR TRACKSTOPTOPTOPT
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2829282726343326
3132323334343310.60' ROADWAY & UTILITYEASMENT, REC. NO.960215068960
'
10
0
'
TP
TP
TP
SP-BAX 9-3
EL=28.68'
SP-BAX 9-2
EL=28.00'
SP-BAX 9-1
EL=26.57'
WATER MANHOLE
SANITARY SEWER CLEANOUT
GUY ANCHOR
POWER POLE W/ LIGHT
SS CO
W
WATER METER
WATER VALVE
GUARD POST
W
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SANITARY SEWERSS
SSMH
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TELEPHONE VAULTTV
WATER LINE
TELEPHONE MANHOLETMH
GAS METERGM
POWER POLE
PROPERTY LINEPL
TEST PIT
TELEPHONE SENTRY BOX
WOOD FENCE (WF)
STORM DRAINSD
RECORD UTILITY LOCATION(R)
TOP OF BANK
SDMH STORM DRAIN MANHOLE
JUNCTION BOX
WV WATER VAULT
TOE OF SLOPE
TOP
TOE
WETLAND FLAG
TP
PILING
CANOPY
ASPHALTIC CONCRETE
CONIFER TREE (SIZE NOTED)
LEGEND
CON
GAS VALVE
CONCRETE SURFACE
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CATV CABLE TELEVISION
FOUND SURVEY MONUMENT
ELECTRICAL VAULTEV
CENTER OF CHANNEL
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GAS LINEG
CONCRETECONC.
ELECTRICAL DUCTED
CRW CONCRETE RETAINING WALL
FIRE HYDRANT
CHAIN LINK FENCE (CLF)
FIRC FOUND IRON ROD AND CAP
FFE FINISHED FLOOR ELEVATION
LIGHT POLE
x x
BLDG. HT.ROOF ELEVATION OF BUILDING
DECIDUOUS TREE (SIZE NOTED)DEC
ROCKERY
BLOWOFF VALVE
ADS PLASTIC PIPE
ELECTRICAL TRANSFORMERET
BUILDING LINE
FOUND PK NAIL
FM FORCE MAIN
DOLPHIN OFWASHIN G T O N VRUSDNALLANOISSEFORPRE GISTEREDSTATEROYEA.DAKINBELL 37546DATEchecked bydrawn by
job no.
sheet of
scale date REVISIONNORBHSUCIVIL ENGINEERS & LAND SURVEYORSBUSH, ROED & HITCHINGS, INC.9691EHT
OARPRDE&IHOCTSEALOC,NI ISG,NC
.NHSAWOTGNILAYERSTATE:WEBSITE: BRHINC.COMFAX# (206) 323-71351-800-935-050898102-3513SEATTLE, Washington(206) 323-41442009 MINOR AVE. EASTTOPOGRAPHIC SURVEYPORT QUENDALL TERMINALSCENTURY PACIFIC, LPRENTON, KING COUNTY,WASHINGTONJBK DAB
1"=20'06/09
2009050
9 13
SW 1/4 SECTION 29, T24N, R5E, W.M.XS-SUR-R7SEE SHEET 10SEE SHEET 6SEE SHEET 13SEE SHEET 121 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
44.01
40.88
40.22
40.6641.7743.7943.5741.5640.4442.73
40.50
43.08
41.53
40.30
38.98
37.53
36.02
34.71
33.56
32.60
32.07
31.80
31.78
31.68
31.64
31.97
32.49
33.32
34.55
35.94
37.65
39.39
40.90
42.10
43.66
41.63
42.0643.6843.4841.8331.58
32.33
34.34
37.75
45.32
42.75
40.94
39.25
10" DEC
37.73 33.63
6" DEC
32.88
37.9636.33
32.41
35.13
32.2533.8731.90
30.34
32.61
30.54
30.20
30.62
30.20
31.0031.0731.2831.7231.3531.8732.2033.1832.8634.1734.4835.6835.4536.9237.2538.9138.5939.6339.9240.31
39.80
38.58
37.14
35.75
34.40
33.08
32.06
31.57
31.24
31.61
32.00
31.78
31.68
32.94
31.48
31.91
32.17
31.90
33.18
33.60
32.62
34.71
33.05
32.74
35.56
32.82
37.45
32.53
39.34
33.35
40.66
14" CON35.08
41.84
35.86
42.97
43.79
37.66
37.14
44.86
35.25
35.25
34.67
31.52
34.51
34.87
31.36
31.29
34.52
35.06
32.14
35.08
32.16
35.04
35.21
35.27
31.85
31.85
35.92
32.51
35.74
35.68
34.53
34.75
35.97
35.76
35.04
34.76
33.73
35.62
36.72
36.7036.0535.99
36.0835.8736.68
36.71
36.64
36.66
35.91
35.91
36.01
35.91
36.66
36.65
36.65
36.67
36.06
36.01
36.00
35.97
36.65
36.64
35.81
36.0036.63
36.64
35.68
36.61
36.56
35.88
35.84
35.71
36.52
36.51
36.45
36.45
35.69
35.68
35.56
35.56
36.36
36.37
36.31
36.3035.59
35.43
35.53
29.87
30.5930.21
31.03
30.37
29.99
29.92
30.26
30.69
30.84
30.58
34.47
32.79
34.30
31.69
33.94
31.30
33.27
30.98
33.84
32.22
33.52
35.68
35.64
33.14
32.09
32.62
35.82
31.06
32.42
29.96
35.0334.80
33.67
32.63
30.90
34.01
35.11
34.68
35.03
34.58
29.95
32.64
35.05
31.35
31.62
34.73
31.75
31.71
31.69
31.72
31.64
31.64
31.61
31.44
31.03
31.22
31.27
31.20
30.99
30.96
31.12
31.03
30.83
30.70
30.99
30.99
31.03
31.54
32.61
34.19
36.06
36.08
32.82
31.49
31.48
34.78
34.18
34.66
34.51
32.08
32.83
35.26
36.25
35.58
35.5336.23
35.67
36.17
36.24
36.12
36.14
35.49
33.61
32.00
31.5330.41
30.48
29.79
29.73
W
30.26
31.33
33.22
35.53
32.18
30.68
30.45
30.81
33.28
29.79
29.83
28.33
30.66
29.27
36.17
36.09
36.02
36.10 36.0336.0133.80
33.99
34.48
35.28
31.22
31.32
31.32
31.5831.69
31.52
31.23
31.56
31.28
4" CON
32.15
31.96
30.0630.96
35.35
34.29
35.62
35.6634.63
35.54
33.54
35.45
35.35
35.38 35.2132.10
32.66
32.41
33.01
34.77
29.73
29.03
29.61
4" CON
31.08
31.70
31.78
6" CON
4" CON
31.744" CON
4" CON
30.86
4" CON
31.44
4" CON
31.56
31.96
16" DEC
28.87
28.23
29.21
29.67
29.85
29.66
29.75
29.76
30.32
30.70
30.01
29.53
29.44
29.26
29.21
28.93
28.60
27.8527.94
27.73
27.60
28.72
28.67
29.31
29.75
29.50
29.46
28.92
28.21
28.07
28.66
29.06
28.50
28.27
29.10
29.20
28.99
29.04
28.78
30.21
35.41
33.87
32.64
33.07
29.02
29.16
29.31
29.66
29.33
30" DEC
28" DEC
30.98
30.93
30.39
30.97
30.23
30.13
30.27
30.73
30.45
30.72
30.74
30.41
30.10
29.33
12" DEC
30.54
27.94
28.1029.62
28.58
30.46
30.09
30.16
30.83
30.71
30.38
29.86
30.57
31.10
31.36
30.8630.82
30.45
29.96
30.32
29.20
30.03
30.37
30.27
29.96
30.00
35.63
33.05
31.78
33.66
35.55
36.08
35.72
29.85
29.45
30.94
14" DEC
28.83
12" DEC
8" DEC
34.10
32.62
31.47
32.70 30.79
32.18
31.27
29.89
28.72 28.78
28.8329.01
29.0931.07
30.08
30.45
30.50
29.92
30.12
30.55
29.94
30.40
30.38
30.39
30.08
30.50
30.32
30.43
29.90
29.78
31.26
31.46
31.46
31.62
31.76
31.90
31.74
32.18
32.38
33.20
33.41
33.00
32.87
30.14
30.13
29.75
30.08
33.76
32.31
31.76
31.77
31.65
31.50
31.42
31.44
31.69
31.49
31.21
29.76
30.09
30.32
30.38
30.36
30.37
30.34
30.25
30.09
30.26
30.34
30.03
30.09
30.50
30.60
30.17
30.67
30.08
30.09
30.32
30.30
30.17
30.48
30.24
29.77
29.02
28.57
28.30
27.95
27.71
27.44
27.51
27.64
28.04
27.47
27.48
27.53
30.07
30.25
27.95
29.28
29.71
29.81
30.69
30.14
30.15
29.47
28.30
29.37
28.76
28.18
29.66
28.54
30.22
31.07
30.71
29.88
30.58
30.12
29.81
30.16
29.96
30.15
29.52
29.00
29.97
29.81
30.36
30.60
30.57
30.18
29.74
29.58
29.53
30.12
30.13
27.60
27.81
27.71
27.7927.89
28.25
28.08
27.49
27.79
27.77
27.56
27.27
27.81
27.48
27.4427.50
27.29
27.34
27.69
27.62
27.76
27.7127.67
29.70
29.61
29.64
29.11
29.43
28.63
28.18
28.02
27.78
27.37
27.36
27.33
28.11
27.74
28.12
28.61
28.96
27.97
27.96
28.61
28.51
28.37
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COC=18.58(12"CP N,S)
IE=18.93(12"CP W)INLET TE=41.28(FULL OF DIRT)INLET TE=39.93(10"VERTICAL IP)INLETTE=26.8710
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TOP=30.70'
PVC=30.47
GROUND=30.71'
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TOP=33.41'
PVC=32.94'
GROUND=30.71'
WATER MANHOLE
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ADS PLASTIC PIPE
BUILDING LINE OFWASHIN G T O N VRUSDNALLANOISSEFORPRE GISTEREDSTATEROYEA.DAKINBELL 37546DATEchecked bydrawn by
job no.
sheet of
scale date REVISIONNORBHSUCIVIL ENGINEERS & LAND SURVEYORSBUSH, ROED & HITCHINGS, INC.9691EHT
OARPRDE&IHOCTSEALOC,NI ISG,NC
.NHSAWOTGNILAYERSTATE:WEBSITE: BRHINC.COMFAX# (206) 323-71351-800-935-050898102-3513SEATTLE, Washington(206) 323-41442009 MINOR AVE. EASTTOPOGRAPHIC SURVEYPORT QUENDALL TERMINALSCENTURY PACIFIC, LPRENTON, KING COUNTY,WASHINGTONJBK DAB
1"=20'06/09
2009050
10 13
SW 1/4 SECTION 29, T24N, R5E, W.M.XS-SUR-R7SEE SHEET 11SEE SHEET 7SEE SHEET 13SEE SHEET 9
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
(SE 80TH ST )
REC. # 7602260427
VAC N 44TH ST
48.74
46.53
44.01
40.8840.6641.7743.7945.30
46.20
46.95
47.75
48.52
48.37
47.52
46.77
45.97
45.1043.5741.5648.55
46.62
45.40
42.73
47.39
46.68
45.66
45.90
46.1046.09
45.81
44.82
43.08
43.66
45.33
45.62
45.92
45.68
44.89
43.69
43.23
46.03
46.4743.6845.5945.8445.5344.77
43.7643.1443.5244.5945.3245.6245.4143.4845.32
45.90
44.26
43.76
42.72
41.65
40.58
39.46
38.27
36.85
35.78
35.55
36.63
37.53
37.94
38.36
39.39
39.87
40.28
41.20
42.35
43.4043.39
43.72
44.60
45.62
46.55
48.70
48.25
47.70
47.49
47.63
47.86
48.09
48.6348.27
47.76
47.52
47.23
47.17
47.33
47.85
48.50
47.03
45.80
44.67
42.75
40.94
10" CONIF10" DEC
10" DEC
8" DEC
37.73 33.63
6" DEC
43.79
37.14
44.86
45.31
46.32
46.34
45.67
43.92
43.08
39.64
40.08
42.67
41.28
40.58
39.29
35.11
34.63
33.87
34.43
35.25
35.25
33.71
37.75
35.90
36.08
35.41
37.08
35.76
34.76
33.73
35.15
32.78
35.62
34.65
32.83
35.09
32.73
33.26
35.46
18" DECS
32" DEC34.61
6" DEC
4" DEC
14" DEC
6" DEC
34.98
32.90
32.82
32.70
36.1236.1436.81
36.87
36.78
36.7836.0635.8636.0836.7536.7736.72
36.7036.0535.99
36.0835.8736.68
36.71
31.62
34.73
34.25
34.42
34.02
34.69
34.84
34.04
33.95
33.32
33.40
32.9732.95
32.84
32.87
32.89
32.99
33.05
33.19
33.44
33.86
34.56
35.46
36.37
37.36
38.70
39.92
41.13
42.21
43.06
43.13
43.02
42.05
41.00
39.83
38.62
37.26
36.22
35.31
34.44
33.76
33.32
33.10
33.01
33.00
35.64
37.39
40.03
42.34
38.85
38.45
39.52
38.54
36.25
34.78
35.22
34.60
34.97
33.96
34.14
33.39
33.08
33.83
34.21
34.84
37.22
38.08
37.75
37.52
37.28
37.00
36.36
35.52
36
.
9
7
36
.
3
9
35
.
6
4
35.11
34.89 35.0035.0435.31
35.54
36
.
0
7
36
.
8
0
37
.
4
3
33.0533.7334.6936
.
5
8
37
.
1
0
37
.
5
2
37
.
0
8
34.7234.0833.30
33.99 34.8337.56
37.51
35.97
35.0535.58
36.42
37.03
37.14
36.48
35.86
36.12
2" DEC
35.22
32.68 33.1132.86
37.27
37.40
36.43
2" DEC
37.46
38.88
37.56
38.33
37.57
37.14
36.99
35.89
34.13
33.34
33.50
35.63
35.06
33.70
24" DEC
28" DEC
35.50
36.73
36.05
35.03
34.05
35.43
36.01
36.28
35.71
34.30
32.39
32.89
33.01
32.50
32.70
38.41
37.20
39.02
39.17 37.31 38.09
36.80
37.15
37.08
37.03
37.04
37.00 37.0237.0437.0437.0036.9636.9636.98
36.95
36.91
36.91
36.88
36.8936.1334.87
36.2136.21
30.75
31.33
32.26
34.03
36.3936.36
35.86
35.26
35.48
34.70
31.11 31.62
32.40
33.17
34.26
34.87
35.66
35.75
35.5435.4235.9836.1635.6735.8836.3536.4435.98S
36.31
36.24
36.05
35.60
36.06
36.3636.51
36
.
7
535.8736.04
36
.
3
0
36
.
9
1
37
.
3
6
36.84
36.64
36.25
37
.
3
2
36.77
37.1937.23
37.13
36.83
35.9836.3336.03
36
.
8
4
36
.
8
8
36
.
3
6
35.94
35.8635.5436.18
33.07
33.93 36.2736.37
36.38
36.68
35.9435.48
35.14
2" DEC
32.26
33.24
33.16
32.82
36.13
36.11
W
W
W
35.15 36.79 37.21
37.41
38.11
37.40
38.37
2" DEC
37.50
36.35
36.14
37.36
38.50
39.61
40.53
41.66
42.69
4" DEC
37.46
6" DEC
37.06
35.83
37.71
34.10
35.12
33.13
34.2834.7734.6035.1536.0735.7036.9537.2938.5938.1339.2639.6940.6240.1741.3141.8042.45
42.95
42.63
42.03
42.52
43.11
43.43
44.38
46.51
46.0545.7345.9246.25
46.76
45.85
46.86
46.15
45.64
45.86
45.36
44.91
46.12
46.12
45.55
45.80
44.76
43.98
32.34
31.7432.1531.36
27.8931.6331.9831.9031.7132.32
32.24
28.14
28.52
30.67
32.37
32.0232.4731.6327.67
27.9532.1232.7132.4132.83
33.67
33.4233.7532.37
28.80
28.91
33.28
33.7433.9634.3334.37
35.07
31.66
28.80
32.18
33.17
34.35
30.71
29.74
29.02
29.67
29.85
29.66
29.75
29.26
29.12
30.07
29.40
30.03
29.40 29.25
29.95
29.68
29.99
30.20
30.32
30.70
30.21
30.38
30.46
30.20
30.33
30.50
30.79
30.60
30.96
31.31
31.29
30.43
30.43
30.94
30.70
30.84
31.59
34.06
35.07
33.86
32.53
31.78
31.32
31.25
S
33.03
34.56
34.25
35.25
33.75
32.68
30.63
30.92
31.68
32.03
30.97
31.20
31.49
30.5728.87
30.92
31.17
31.55
30.72
30.74
12" DEC
30.54
27.94
28.1029.62
28.58
30.44
30.42
27.96
28.24
30.27
30.38
29.35
29.3529.99
30.90
30.37
30.46
30.09
30.16
30.83
30.71
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43
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39
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36
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33
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WATER MANHOLE
SANITARY SEWER CLEANOUT
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TEST PIT
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FM FORCE MAIN
DOLPHIN OFWASHIN G T O N VRUSDNALLANOISSEFORPRE GISTEREDSTATEROYEA.DAKINBELL 37546DATEchecked bydrawn by
job no.
sheet of
scale date REVISIONNORBHSUCIVIL ENGINEERS & LAND SURVEYORSBUSH, ROED & HITCHINGS, INC.9691EHT
OARPRDE&IHOCTSEALOC,NI ISG,NC
.NHSAWOTGNILAYERSTATE:WEBSITE: BRHINC.COMFAX# (206) 323-71351-800-935-050898102-3513SEATTLE, Washington(206) 323-41442009 MINOR AVE. EASTTOPOGRAPHIC SURVEYPORT QUENDALL TERMINALSCENTURY PACIFIC, LPRENTON, KING COUNTY,WASHINGTONJBK DAB
1"=20'06/09
2009050
11 13
SW 1/4 SECTION 29, T24N, R5E, W.M.XS-SUR-R7SEE SHEET 8SEE SHEET 10
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
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xBRUSH & TREES35.46
34.17
35.44
34.46
26.40
26.40
26.10
26.10
25.93
25.93
36.80
25.31
N23°47'48"E200.00N66
°
1
2
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1
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W
87
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5S30°56'16"W34.88N5
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°
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3
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20
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0
0
507.74PORT QUENDALL TERMINAL
MIDDLE PARCEL
TAX# 292405-9002-03
30
'
30
'
GUYGUY
34.82
33.83
34.50
33.71
34.58
33.54
33.70
34.55
34.85
O/H E30.05
30.26
30.40
30.18
29.81
29.84
29.53
6337
29.24
FOG STRIPE
6338
29.79
YELLOW STRIPE
6339
29.64
FOG STRIPE
29.36
29.83
29.96
30.10
29.88
29.73
29.75
29.68
29.54
29.72
29.65
29.60
29.32
29.25
28.82
29.04
12" DEC18" DEC29.49
29.36
32" DEC
29.33
29.44
26" DEC
14" DEC
14" DEC
24" DEC
18" DEC
10" DEC
6" DEC
6" DEC CLF GATE27.82
27.45
27.89
W
W
"NO PARKINGANYTIME"GRAVELGRAVELGRAVELGRAVEL"NO PARKINGANYTIME""NO PARKINGANYTIME""NO PARKINGANYTIME""BAX 7A
8"IP 3' HIGH"
8"IP 3' HIGH
12
30353030302829 34333231323334323331O/
H
E
10
0
'N47°37'47"E370.65S30°56'16"WO/H E21.94
26.52
27.68 TP
TP"SP2 WET""SP1 UP""WLJ #6
END"
"WLJ #5"
"WLJ #4"
"WLJ #3"
"WLJ #2"
"WLJ #1"
PSE GAS
PIPELINE
MARKER
CANOPY
ASPHALTIC CONCRETE
WATER MANHOLE
SANITARY SEWER CLEANOUT
GUY ANCHOR
CONIFER TREE (SIZE NOTED)
LEGEND
CON
GAS VALVE
POWER POLE W/ LIGHT
SS CO
W
WATER METER
WATER VALVE
CONCRETE SURFACE
GUARD POST
COC
CATV
W
D
CABLE TELEVISION
FOUND SURVEY MONUMENT
PAINTED UTILITY LOCATION(P)
TOP ELEVATIONTE
SIGN
OVERHEAD ELECTRIC/TELEPHONEO/H E/T
ELECTRICAL VAULTEV
TRAFFIC FLOW ARROW
W MONITORING WELL
S SANITARY SEWER MANHOLE
CENTER OF CHANNEL
DRAIN INLET
SANITARY SEWERSS
SSMH
INVERT ELEVATIONIE
TELEPHONE DUCTTD
TELEPHONE VAULTTV
WATER LINE
TELEPHONE MANHOLETMH
GAS METERGM
ELECTRIC METEREM
GAS LINEG
POWER POLE
PROPERTY LINEPL
CONCRETECONC.
TEST PIT
ELECTRICAL DUCTED
CRW CONCRETE RETAINING WALL
FIRE HYDRANT
CHAIN LINK FENCE (CLF)
FIRC FOUND IRON ROD AND CAP
FFE FINISHED FLOOR ELEVATION
TELEPHONE SENTRY BOX
WOOD FENCE (WF)
STORM DRAINSD
RECORD UTILITY LOCATION(R)
TOP OF BANK
SDMH STORM DRAIN MANHOLE
LIGHT POLE
x x
JUNCTION BOX
WV WATER VAULT
BLDG. HT.ROOF ELEVATION OF BUILDING
DECIDUOUS TREE (SIZE NOTED)DEC
ROCKERY
TOE OF SLOPE
TOP
TOE
BLOWOFF VALVE
ADS PLASTIC PIPE
ELECTRICAL TRANSFORMERET
WETLAND FLAG
BUILDING LINE
FOUND PK NAIL
FM FORCE MAIN
TP
DOLPHIN
PILING OFWASHIN G T O N VRUSDNALLANOISSEFORPRE GISTEREDSTATEROYEA.DAKINBELL 37546DATEchecked bydrawn by
job no.
sheet of
scale date REVISIONNORBHSUCIVIL ENGINEERS & LAND SURVEYORSBUSH, ROED & HITCHINGS, INC.9691EHT
OARPRDE&IHOCTSEALOC,NI ISG,NC
.NHSAWOTGNILAYERSTATE:WEBSITE: BRHINC.COMFAX# (206) 323-71351-800-935-050898102-3513SEATTLE, Washington(206) 323-41442009 MINOR AVE. EASTTOPOGRAPHIC SURVEYPORT QUENDALL TERMINALSCENTURY PACIFIC, LPRENTON, KING COUNTY,WASHINGTONJBK DAB
1"=20'06/09
2009050
12 13
SW 1/4 SECTION 29, T24N, R5E, W.M.XS-SUR-R7SEE SHEET 9SEE SHEET 13
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
31.27
31.20
31.11
30.90
30.70
30.99
30.99
31.03
31.01
30.92
31.48
31.24
29.79
29.83
28.33
30.66
29.27
28.8335.8735.8035.8732.79
32.91
33.06
33.12
30.89
30.24
28.23
30.77
28.22
28.80
30.71
30.82
31.56
31.28
31.21
31.37
33.24
32.99
33.00
33.22
33.08
31.17
31.11
31.03
31.04
31.01
31.10
31.21
31.21
31.00
30.96
30.80
30.80
30.52
30.63
30.27
28.65
29.35
29.44
29.97
30.59
29.66
30.35
30.93
2" CON
16" DEC
33.69
4" CON
31.21
32.25
4" DEC
16" DEC
24" DEC
31.58
33.84
4" CON
4" CON
4" CON
31.08 8" DEC
31.63
33.39
31.03
4" CON
4" CON
4" CON
32.744" CON
4" CON
6" CON
33.39
8" DEC
33.03
S
S
6" CON
4" CON
4" CON
31.31
33.19
33.01
32.76
32.63
30.33
31.92
4" CON
4" CON
4" CON
32.15
31.96
S
34.95
34.22
33.97
35.64
35.62
35.6135.6435.0434.3034.04
33.6134.3635.0335.7035.6535.7235.7535.1033.34
33.45
34.35
35.12
35.0835.0835.1234.9734.9934.85
32.00
32.20
32.65
32.58
32.00
26.32
26.23
25.08
24.27
6" DEC
25.87
26.04
26.26
26.47
26.47
26.57
6" CON RR TRACKSTOPTOETOEG(P)x
x
x
x
x
x
x
x
xxxxxxxxxxxxxxxxxxTD(P)E
D
(
P
)
E
D
(
P
)
T
D
(
P
)
ED
(
P
)ED(P)TVEV RIPLEY LANE(DEDICATED PUBLIC RIGHT-OF-WAY)SET CAPPED IRON PINW/CAP - LS# 22333222
.
3
2
S30°56'16"W200.01G(P)G(P)SITE BENCHMARK "Y":CHISELED SQUARE SET AT NE CORNEROF CONCRETE PAD FOR SANITARYSEWER LIFT STATION WEST SIDE OFRIPLEY LANE.ELEVATION = 33.56'"NO PARKINGANYTIME""NO PARKINGANYTIME"TWIN 8"STUMPSFOUND REBAR/CAP"BRH 28072 2233330448""NO PARKINGANYTIME""NO PARKINGANYTIME"SEWERMARKERF/O MARKER42"DEC
32"DEC
30"DEC
10' WOOD POLEWITH RAIN GAUGEEL
E
C
T
R
I
C
BO
XFOUND PK NAILW/SHINER "HGG INCPE&LS # 6422"CAPPED4"IP12"SS(R)84"METROSEWER(R)12" DIP W(P)6"F
M
(
R
)
14"
M
E
R
C
E
R
ISL
A
N
D
M
E
T
R
O
SEWE
R
(
R
)GRAVELGRAVELGRAVELxxxx
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
36.76
40.91
39.37
34.76
34.46
26.25
26.40
26.40
26.10
26.10
S59°03'44"E
25.08 N47°37'47"E370.65S30°56'16"WS
S
S
FOUND PIN WITH CAP
"KJ OYLER 5524"
FOUND IRON PIN
W/CAP "KJ OYLER
5524"
34.82
34.12
3035O/H E&TO/
H
E
O/
H
E
O/H TO/H T30.40
30.18
30.24
30.19
30.32
30.47
30.42
30.30
30.12
29.81
29.84
29.19
28.03
TP
29.31
12" DEC14" DEC
30.10
10" DEC
12" DEC
22" DEC
30" DEC
8" DEC
32" DEC8" DEC
6" DEC
16" DEC
12" DEC20" DEC
8" DEC
18" DEC
18" DEC
20" DEC
20" DEC
24" DEC
18" DEC
10" DEC
6" DEC
29.90
27.89GRAVEL
GRAVELGRAVEL"AQ WLI
#10"
"AQ WLI
#4"
"AQ WLI
#3"
"AQ WLI #1
AQ WLI START"
"AQ WLI
#2"
"AQ WLI
#9"
"WLI AQ
5""AQ WLISPI WET"TP "WLISPI UP""AQ WLI#8""AQ WLI#6""AQ WLI#7"2-24"DEC
SSMHTE=33.54COC=24.54(APPROX)SSMHTE=33.43COC=29.18(24"CP W)SSMHTE=33.21COC=28.96(24"CP E)SSMHTE=27.88COC=17.28(APPROX)12"CP NW, S3035
30
39
38
37
36
34
33
31
32323329282726343326323331 2932333131
31I-40510
0
'N47°37'47"E370.65507.743035 O/H EO/H Ex
x
x
x
x
x
x
x
28.80
27.06
29.27
22.00
21.94
27.64
27.23
"WF #11"
32.97
33.97
31.97
"AQ WLJ
START
20'E #0"
18"CMP
IE=28.97'
33.04
"WLJ #1"
CANOPY
ASPHALTIC CONCRETE
WATER MANHOLE
SANITARY SEWER CLEANOUT
GUY ANCHOR
CONIFER TREE (SIZE NOTED)
LEGEND
CON
GAS VALVE
POWER POLE W/ LIGHT
SS CO
W
WATER METER
WATER VALVE
CONCRETE SURFACE
GUARD POST
COC
CATV
W
D
CABLE TELEVISION
FOUND SURVEY MONUMENT
PAINTED UTILITY LOCATION(P)
TOP ELEVATIONTE
SIGN
OVERHEAD ELECTRIC/TELEPHONEO/H E/T
ELECTRICAL VAULTEV
TRAFFIC FLOW ARROW
W MONITORING WELL
S SANITARY SEWER MANHOLE
CENTER OF CHANNEL
DRAIN INLET
SANITARY SEWERSS
SSMH
INVERT ELEVATIONIE
TELEPHONE DUCTTD
TELEPHONE VAULTTV
WATER LINE
TELEPHONE MANHOLETMH
GAS METERGM
ELECTRIC METEREM
GAS LINEG
POWER POLE
PROPERTY LINEPL
CONCRETECONC.
TEST PIT
ELECTRICAL DUCTED
CRW CONCRETE RETAINING WALL
FIRE HYDRANT
CHAIN LINK FENCE (CLF)
FIRC FOUND IRON ROD AND CAP
FFE FINISHED FLOOR ELEVATION
TELEPHONE SENTRY BOX
WOOD FENCE (WF)
STORM DRAINSD
RECORD UTILITY LOCATION(R)
TOP OF BANK
SDMH STORM DRAIN MANHOLE
LIGHT POLE
x x
JUNCTION BOX
WV WATER VAULT
BLDG. HT.ROOF ELEVATION OF BUILDING
DECIDUOUS TREE (SIZE NOTED)DEC
ROCKERY
TOE OF SLOPE
TOP
TOE
BLOWOFF VALVE
ADS PLASTIC PIPE
ELECTRICAL TRANSFORMERET
WETLAND FLAG
BUILDING LINE
FOUND PK NAIL
FM FORCE MAIN
TP
DOLPHIN
PILING OFWASHIN G T O N VRUSDNALLANOISSEFORPRE GISTEREDSTATEROYEA.DAKINBELL 37546DATEchecked bydrawn by
job no.
sheet of
scale date REVISIONNORBHSUCIVIL ENGINEERS & LAND SURVEYORSBUSH, ROED & HITCHINGS, INC.9691EHT
OARPRDE&IHOCTSEALOC,NI ISG,NC
.NHSAWOTGNILAYERSTATE:WEBSITE: BRHINC.COMFAX# (206) 323-71351-800-935-050898102-3513SEATTLE, Washington(206) 323-41442009 MINOR AVE. EASTTOPOGRAPHIC SURVEYPORT QUENDALL TERMINALSCENTURY PACIFIC, LPRENTON, KING COUNTY,WASHINGTONJBK DAB
1"=20'06/09
2009050
13 13
SW 1/4 SECTION 29, T24N, R5E, W.M.XS-SUR-R7SEE SHEET 10SEE SHEET 12
SEE SHEET 91 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010