The URL can be used to link to this page

Home My WebLink AboutTED4003450.3+6� NE 3RD COURT (COLLECTOR ARTERIAL) N N DO a 30' I 30, � III TBM 101 —� ELEV = 410.21 W 162305,9125 A PORTION OF THE NW 1 /4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON NE 4TH ST. SCALE: 1 " = 40' KC #2823, POINT NAME 3747 PUBLISHED HORIZONTAL CONTROL N 181067.883 i 40' 20' 0 40' 80' E 1311396.674 � �CONTOUR INTERVAL = 2' � FOUND 3-1/2"X3-1/2" CONCRETE .10 MONUMENT IN CASE WITH 1/8" R' ` \A COPPER NAIL, 12 V?0 r l (�l� 10,0p20 DOWN 0.7 FEET 51g210,00 C\V O0.1\NC' ��J�S� �� 5182 N88'09'34"W 417.64'i� 839.1 64 WETLAND \ N6_1 �\CLASS 3 \ s x 25' BUFFER ' °,00g° P5 a210�o08N°� +�� N 51821 ¢ W �0 \ +� +� \ t \ I1 N N PARCEL G \ + I 35' K 40 WIDE INGRESS ANI� �� ® BUFFER 0 5 PARCEL C v EGRESS EASEME 40 •— X \ NQIN z 15' PUBLIC UTILITY EASEMENT \ �` + '0-1 PER REC. NO. 8106010659 x p 406 - — — — —\ J (LEGAL DESCRIPTION / \ \SUSPECTED TO BE IN ERROR) --- ____8-_ N88'12 51 "W 200.02' \ __ - ----- --- - ---- x 409.0 L f \ \ % 399.3 X \ )41+ NIS\ � `� \ X w� v I I AR � ° p 1p- I P TPA \Do013 j' +�°� �D �5182 � I +�� 8210 SAX +�° +� +�° I / / \ 1 \ QD _----- -`Q) ' Z P \ Af _ ` r , m 15A8210� -15' UTILITY (SEWER) EASEMENT f�T oZ �' 1r ❑ I �x, / \ --" -- --- /\ 8609111672 & 8803161008 TBM 100 / ti �� o O ----- SPECIAL EXCEPTIONS FLEv = 411.79 �I �, \ \ FROM FIRST AMERICAN SUBDIVISION GUARANTEE, �LAJ �� -__= I ORDER NO. 4209-996758, -- �� I-----'� \� 35' DATED MARCH 1, 2007 \ _ I - �� BUFFER --- --- ` 1. SUBJECT TO AN EASEMENT, INCLUDING THE TERMS AND � - � -- -�, -- _ i 151 PROVISIONS CONTAINED THEREIN FOR AN ELECTRIC `; � � � � � S S 86 TRANSMISSION AND/OR DISTRIBUTION SYSTEM, IN FAVOR C' o �ti oo S S — S= \L ----------- d ' G N N S OF PUGET SOUND POWER AND LIGHT COMPANY, A I _- yy� �==�� _ =--- _ NE D P� AC "� (PRIVATE ROAD) —p E�. o co WASHINGTON CORPORATION. RECORDED OCTOBER 12, \ 0 rn Go ` \ 1978, UNDER RECORDING NUMBER 7810120741. /Q — W W W �\ \ N88'12' 1 51"W w 2. SUBJECT TO AN EASEMENT, INCLUDING THE TERMS AND a�� a , L 918.33' w PROVISIONS CONTAINED THEREIN FOR ROADWAY AND T N88'09'340W '.29' W N N 0 O z III 7' ^232540�0140 00 0150 232540, _10 R � REND oN C\N ZO\y\NC 0160 232540' 232540,01�0 0 232540,018 I r TYPE 4 STREAM - O.H.W.M. 25'01 754090 1 232540'p200 U ILITIES, RECORDED JANUARY 18, 1980, UNDER RECORDING NUMBER 8001180623. q g 18210�p0� 518210'00� 1g210-0(3 10 00�1 18210-0pg2 10'pp83 0084 30' ROADWAY AND UTILITY 3. SUBJECT TO AN EASEMENT, INCLUDING THE TERMS AND 5 5 51g2 5 51S2 0- EASEMENT PER REC. NO. 51g21 8001180623 AND WITHIN R� 1 ONE ON G\� Zp�1\NC Wcy n J 0 C7 :5;z cr F` W W W ED >� Q _ Li o PROVISIONS CONTAINED THEREIN FOR ROADWAY AND UTILITIES, RECORDED JUNE 01, 1981, UNDER 0 RECORDING NUMBER 8106010659. 30' 30' 169-305-903 4. SUBJECT TO RESERVATIONS AND EXCEPTIONS, - INCLUDING THE TERMS AND CONDITIONS THEREOF, a I 6 RESERVING MINERAL RIGHTS, RESERVED BY NORTHERN Lri I 10-00� PACIFIC RAILWAY COMPANY, A CORPORATION DULY N 51g2 INCORPORATED UNDER THE LAWS OF THE STATE OF (DEAST 1/4 SEC 16 WISCONSIN, RECORDED UNDER NUMBER 192430. KC #2831 , POINT NAME 3757, PUBLISHED HORIZONTAL CONTROL SPECIAL EXCEPTIONS N 178418.362 E 131 1352.403 FROM FIRST AMERICAN SUPPLEMENTAL TITLE REPORT NO 1, (ORDER NO. 4203-935379) FOUND 3"X3" CONCRETE MONUMENT WITH 1/ 4" BRASS NAIL, DATED JANUARY 12, 2007 1 DOWN 0.7 FEET IN CASE 1. SUBJECT TO AN EASEMENT, INCLUDING THE TERMS AND 16 15— PROVISIONS CONTAINED THEREIN FOR SANITARY SEWER, IN FAVOR S 2ND PLACE OF FAIRFIELDS DEVELOPMENTS INC., A WASHINGTON CORPORATION, RECORDED JULY 26, 1985, UNDER RECORDING NUMBER 8507261710, AND MODIFIED/AMENDED AUGUST 28, 1986, UNDER RECORDING NUMBER 8608280377. 2. SUBJECT TO AN EASEMENT, INCLUDING THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "TRANSFER OF UTILITY EASEMENT", RECORDED SEPTEMBER 11, 1986, UNDER RECORDING NUMBER 8609111672. AFFECTS PARCELS A AND F. 3. SUBJECT TO AN EASEMENT, INCLUDING THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT TITLED "AGREEMENT AND CONVEYANCE", RECORDED MARCH 16, 1988, UNDER RECORDING NUMBER 8803161008. 4. SUBJECT TO A LETTER OF AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN FAIRFIELD DEVELOPMENTS, INC. AND WENDALL G. AND ROSE L. WOODAL.L, RECORDED JULY 9, 1985, UNDER RECORDING NUMBER 8507090552. AFFECTS PARCELS A AND F. a a 5. SUBJECT TO RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF, RESERVING ALL COAL, OIL, GAS, MINERAL RIGHTS, AND RIGHTS TO EXPLORE, ARE RESERVED BY WEYERHAEUSER m TIMBER CO, A WASHINGTON CORPORATION, RECORDED JUNE 20, 1900, m UNDER RECORDING NUMBER 192430. 02 �a i CHECKED FOR COMPLIANCE s TO CITY STANDARDS n - m w < w Cal 2 Working Days Before You Dig o m 1-800-424-5555 Utikties Underground Location Center �a (ID,MT,ND,OR,WA) RENTON JOB N0. R�10JON C\� ZpN\NC NOTES LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM FIRST AMERICAN TITLE INSURANCE COMPANY. COMMITMENT FOR TITLE INSURANCE, FILE NO. P�J 4203-935379, DATED NOVEMBER 27 2006 AT 7:30 A.M. AND SUPPLEMENTAL REPORT NO.1, DATED JANUARY 12, 2007 AT 8:00 A.M., TOGETHER WITH COMMITMENT ORDER NO. 4209-996758, DATED MARCH 1, 2007, AT 7:30 A.M. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING ENGINEERS, L.L.0 (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. BASIS OF BEARING FOR THIS SURVEY IS N00'57'27"E, ALONG THE CENTERLINE UNION AVENUE N.E., BETWEEN THE FOUND MONUMENTATION AT THE INTERSECTIONS OF UNION AVENUE N.E. WITH N.E. 4TH STREET, AND UNION AVENUE N.E. WITH S. 2ND PLACE. 3. THE MONUMENTS SHOWN HEREON WERE VISITED IN THE FIELD DURING THE COURSE OF THIS SURVEY. ANGULAR AND LINEAR MEASUREMENTS WERE MADE WITH A LEICA TOTAL STATION CALIBRATED WITHIN THE LAST YEAR. DATE OF FIELD SURVEY WAS JANUARY, 2007. 4. VERTICAL DATUM IS NAVD 88. PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, POINT NAME RENT1503, PUBLISHED ELEVATION = 401.012 FEET. SEE MAP FOR TEMPORARY BENCHMARK LOCATIONS, TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, ELEVATION=411.79 FEET TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE, ELEVATION=410.21 FEET 5. CONTOUR INTERVAL IS 2 FOOT. 6. THE PROPERTY DEPICTED AND DESCRIBED HEREON ENCLOSES AN AREA OF APPROXIMATELY 191,204 SQUARE FEET OR 4.3894 ACRES, MORE OR LESS. 0 FIRST SUBMITTAL ESM 10/15/2007 SURVEYED: 1 SECOND SUBMITTAL ESM 1/31/200 DESIGNED: RM 2 THIRD SUBMITTAL ESM 10/22/2010 3 FOURTH SUBMITTAL ESM 2/06/2010 DRAWN: CLC 4 MYLARS ESM 12/22/201 CHECKED: NO. REVISION BY DATE APPR APPROVED: SAID 30' ROADWAY LIES A 232540-0210 7' POWER EASEMENT PER I REC. NO. 7810120 4j TREE LEGEND NOTES, CONtINUED ALDER THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVEGROUND STRUCTURES, AND UTILITY LOCATOR PAINT MARKS. LOCATIONS OF CEDAR UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED COTTONWOOD UTILITIES/STRUCTURES MAY BE ENCOUNTERED. IN MANY LOCATIONS, RECORD INFORMATION WAS UNCLEAR AND THE BEST ESTIMATE IS SHOWN. ALL LOCATOR FIR SERVICES SHOULD BE CONTRACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. ® LAUREL 0 MAPLE X TREES TO BE REMOVED 66 TREES TO BE REMOVED 16 TREES TO BE SAVED (20% RETAINED) SCALE: 1 .a20. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERFICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M R m A 3 iL5003 - A A� CITY OF ME RENTON Planning/Building/Public Works Dept LEGAL DESCRIPTION PER FIRST AMERICAN SUPPLEMENTAL TITLE REPORT NO. 4203-935379, DATED JANUARY 12, 2007 AT 8:00 A.M., SCHEDULE 'A' PARCEL A THE EAST 264 FEET OF THE SOUTH 172 FEET OF THE NORTH HALF OF THE THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL B THE SOUTH 172 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 264 FEET; AND EXCEPT THE NORTH 87 FEET OF THE WEST 146 FEET; AND EXCEPT THE SOUTH 85 FEET OF THE WEST 162 FEET THEREOF. PARCEL C AN EASEMENT OVER, ACROSS AND UPON THE NORTH 28 FEET OF THE SOUTH 200 FEET OF THE WEST 116 OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL D THE WEST 146 FEET OF THE NORTH 87 FEET OF THE SOUTH 172 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET FOR ROAD. PARCEL E THE WESTERLY 162 FEET OF THE SOUTH 85 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET THEREOF FOR 132 S.E. (UNION AVENUE N.E.) PARCEL F NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF SOUTH 172 FEET THEREOF; EXCEPT THE WEST 230 FEET THEREOF. PARCEL G AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE NORTH 40 FEET OF THE SOUTH 212 FEET OF THE WEST 230 FEET OF SAID NORTH HALF; EXCEPT THE WEST 30 FEET FOR ROAD. LEGAL DESCRIPTION PER FIRST AMERICAN SUBDIVISION GUARANTEE ORDER NO. 4209-996758, DATED MARCH 1, 2007 AT 7:30 A.M., SCHEDULE A' PARCEL H A PORTION OF LOTS 7 AND 8 OF MARTINS ACRE TRACTS, UNRECORDED, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTH 30 FEET OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, OF W.M. IN KING COUNTY WASHINGTON. LESS THE WEST 30 FEET THEREOF. SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS BOUNDARY/TOPOGRAPHIC SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100 PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC-332-130-090 REFERENCES RECORDS OF KING COUNTY, R-1 PLAT OF ELMHURST, VOL. 232, PAGE 28-32 R-2 PLAT OF FERNWOOD NORTH, VOL. 128, PAGE 100-101 R-3 PLAT OF RIDGEVIEW COURT, VOL. 235, PAGE 75-78 R-4 LOT LINE ADJUSTMENT REC.#19990623900005, VOL. 130, PAGE 104-104B R-5 RECORD OF SURVEY REC.#20030310900002, VOL. 158, PAGE 160 R-6 PLAT OF BRIAR PATCH, VOL. 164, PAGE 48-49 R-7 SHORT PLAT REC.#7910119003, VOL. 20, PAGE 180 R-8 RECORD OF SURVEY REC.#7908169008, VOL. 19, PAGE 279 R-9 RECORD OF SURVEY REC.#8710309005, VOL. 58, PAGE 37 LEGEND 0 WETLAND FLAG 00004 QUARTER CORNER FOUND o MAILBOX SECTION CORNER FOUND SOIL LOG 0 FOUND IRON PIPE _FT_ INFORMATION SIGN & FOUND CASED MONUMENT POWER POLE W/LIGHT & TRANSFORMER FOUND REBAR & CAP A• 0) GAS VALVE FOUND TEMPORARY BENCHMARK PE- GUY ANCHOR 1x � SPOT ELEVATION -0- POWER POLE BOUNDARY LINE V POWER POLE W/TRANSFORMER 536 EXISTING GROUND CONTOURS ❑ TELEPHONE RISER ^ FENCE, BOARD FIRE HYDRANT 00 FENCE, CHAIN -LINK ® WATER MANHOLE 11 6' WOOD FENCE ® WATER METER C TV CABLE, OVERHEAD D4 WATER VALVE G GAS \ SANITARY SEWER MANHOLE D STORM ® STORM DRAIN CATCH BASIN S SEWER ® YARD DRAIN T TELEPHONE, OVERHEAD w WATER GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS EXISTING CONDITIONS AND TREE SURVEY REVIS10NS NO. DESCRIPTION/DATE BY FIRST SUBMITTAL 0 ESM 10/15/2007 SECOND SUBMITTAL 1 ESM 01/31/2008 THIRD SUBMITTAL 2 ESM 10/22/2010 FOURTH SUBMITTAL 3 ESM 12/06/2010 4 MYLARS ESM 12/22/2010 z O C9 U z Q 3 Q U J Z � > J Q 0 j V) Z W = w w Z O Q J W 0 Z 0 > W OZ Q 0 o0 0 O U 0 z 0 V) Q J Clj X w � C z O I�W Q: O I U )0w U mMm o J I I I r J ID (Q N OI m y nn n 0 L Nv a v O i J) C E Q a: ; o a n o t U w ®LZ 1JV C C z JJ 0 — z W CO O o 'rt V Y O 00 E z o' �a - 30 co 0 Cl) 7Cp_ _ o0 z 0v m .� _ja O°0 CO Li E — m rn 3 3 mY 3 °` -o 6'3 C W U 3 C) IL P�\ e4 �` o�....VASx ... G: Z�- b "L p i 2-9-2-9-4k L LAN9 I JOB NO.: 1352-001-006 DWG. NAME: EX-01 DESIGNED BY: KAO DATE. DRAWN BY: CLC --------- - CHECKED BY: FELDDOOK: PAGE DATE: 12/22/2010 DRAWING OF EX-01 PRINT: SHEET. 3 -.31 EX-0 1 3 OF 3 1 SHEETS