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HomeMy WebLinkAboutLarge FormatFND MIC FND MIC 4"X4" CONC MON 411X4" CONC MON W/TACK AND LEA: M" AVE ��1 W/TACK AND LEAD DELTA=44'53'59" CALC&HELD 560.21' 327.8 ' RECORD 44'55'00" — — R-7 STA. 218+66.9 N01'27'45"E N01'29'42"E .y��dj FND MIC J���� 4"X4" CONC MON W/TACK AND LEAD R-7 STA. 221+94.7 ��J A i \�q; "po \ yF� CALC'D POSITION \ R-7 STA. 199+89.8 Pt DELTA=31'05'00" RECORD AND HELD 1 \ MON, 4/86 \ FOUND CASED _ �RAYMOND AVE SW � 2683.77' ro N N 00'35'53" E N 2\ , o� \ v FND MIC 2"BRASS DISC aG` W/PUNCH 4/94 \ 0.28 N. X 0.06' W. �i OF CENTERLINE 00 \�O 9 � cv R-7 STA. 150+46.6 PC /*\-'cOr SET 5 8" IRON PIN - <' FND 3" BRASS DISC IN CONC AND CAP LS. ##11691 W/PUNCH IN CONC AND CASE FOUND 1/2" 1. PIN & 0.16'N. X 0.19' E. CAP LS. #15023 Z, OF CALC'D C/L PT 0.27' S. X 0.29' E. o\ SET 5/8" IRON PIN & 2 , CAP LS. ##11691 FOUND 1 /2" I. PIN 1 & CAP LS. ##150�3 GRADY WAY \ 0.43' SO. X 0.36 E. N01'23'35"E �® DATA , , 450.03' CENTERLINE CONTROL t \, is '. CENTERLINE DATA H,LYON V, CALCULATED v, CURVE DATA \ '`'•`' T=526.09' \ w R=5730.00' GRAPHIC SCALE �► �� L=1049.24' 100 0 50 100 200 400 , `\ 0, \ o'. \ ( IN FEET ) 1 inch = 100 ft. �Vi 3F_ RECORD CURVE DATA REFF.NO.4 REFF.NO.7 D=10'29'46" D=10'29'30" T=526.32' T=526.1' R=5730.0' R=5730.0' L=1049.68' L=1049.2' D=1' D=1' \ PARCEL -A FOUND CONC. MON IN CASE \ ON 4/86 R-7 STA. 145+20.5 P.I. \ FND 2" BRASS W/PUNCH \ N IN CONC. MIC 0.02 E.X 0.07 S. OF CALC'D POSITION PER FIELD \ TIES FOUND. REFFERENCED IN \ CITY OF RENTON F.B. ##550 PG.38 \ b® R-7 STA. 139-94.4 P.C. FND 3" BRASS DISC W/PUNCH IN CONC. MIC \ 0.27' S.X 0.08' E. OF CALC'D C/L PLAT 16th LINE 2147.24' N 00'52'30" E �i FOUND CONC. MON. W/BRASS co! DISC DOWN 1.3 STAMPED KING COUNTY SURVEY STA. 13 1959 zI ON 3/86. 24 �2I DEED CALC'D (A) (A) RE T =55'11 RELO'54'47'59" L=43.04 L=43.35 (B) L-71.53' (8) L-71.53' C) L=26.87 (C) L-26.87' L=32.70' R=5680.0' ( +(C)=98.61' (D) L=32.70' R=5680.0' NOO'52'30"E 227.76' O(D •,nn•e n r .,. .. r FND 3" BRASS DISC \ •% '_ W/PUNCH IN CONC i0� (A) MON AND CASE \ N ON C/L OAKSDALE 0,25' S.ELY CALC'D INTX GRADY WAY \ c3XN N EASEMENTS, EXCEPTIONS, RESTRICTIONS RESERVATIONS,: 1. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED THEREIN: 12. EASEMENT, AND THE TERMS AND CONDITIONS THEREOF: IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: WATER PIPELINE FOR: ELECTRIC TRANSMISSION AND/OR DISRTIBUTION SYSTEM DISCLOSED BY: 3359489 DISCLOSED BY INSTRUMENT AREA AFFECTED: ON AND ALONG A STRIP OF LAND 2 FEET WIDE RUNNING DIAGONALLY IN A RECORDED: OCTOBER 18,1979 NORTHWESTERLY DIRECTION RECORDING NUMBER: 7910180691 AFFECTS: THE NORTH 20 FEET OF SAID PREMISES AFFECTS: PARCEL B CONTAINS COVENANT PROHIBITING STRUCTURES OVER SAID EASEMENT OR OTHER ACTIVITIES WHICH MIGHT ENDANGER THE UNDERGROUND SYSTEM. 13. RECLINQUISHMENT OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DEED TO STATE OF WASHINGTON: AFFECTS: PARCEL A RECORDED: DECEMBER 7, 1962 2. EASMENT RESERVED BY THE CITY OR RENTON FOR UTILITY AND RELATED PURPOSES IN CITY OF RECORDING NUMBER: 5516657 RENTON ORDINANCE NUMBER 3373, A COPY OF WHICH IS RECORDED UNDER RECORDING NUMBER 7911260604. AFFECTS: PARCEL B AFFECTS: PORTION OF VACATED STREETS 14. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT: 3. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE RECORDED- MARCH 7, 1973 PURPOSES STATED THEREIN: RECORDING NUMBER: 7303070369 INSTRUMENT RECORDED: DECEMBER 9,1982 SAID INSTRUMENT IS A RE-RECORDING OF INSTRUMENT(S) RECORDED RECORDING NUMBER: 8212090486 UNDER RECORDING NUMBER(S) 7302230486 AFFECTS: PARCEL A AFFECTS: PARCEL B 4. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSE STATED THEREIN: 15. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER(S) INSTRUMENT RECORDED: JUNE 9, 1983 9212159008. RECORDING NUMBER: 8306090714 16. RIGHTS OF THE PUBLIC TO USE THE STREET. AFFECTS: PARCEL A AFFECTS: PARCEL C 5. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: SEPTEMBER 13, 1979 RECORDING NUMBER: 7909130668 AFFECTS: PARCEL A 6. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: NOVEMBER 17,1980 RECORDING: 8011170559 AFFECTING: PARCEL A 7. RELINQUISHMENT OF ACCESS OF STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DEED TO STATE OF WASHINGTON: RECORDED: JUNE 22, 1962 RECORDING NUMBER: 5443689 AFFECTS: PARCEL A 8. EASEMENT FOR GRADING OF STREET SLOPES, AS NECESSARY, OVER PORTION OF PREMISES ADJOINING STREET OR ALLEY AS GRANTED IN INSTRUMENT RECORDED: OCTOBER 28, 1936 RECORDING NUMBER: 2919081 GRANTEE: KING COUNTY AFFECTS: PARCEL A 9. EASEMENT FOR GRADING OF STREET SLOPES AS NECESSARY, OVER PORTION OF PREMISES ADJOINING STREEET OR ALLEY AS GRANTED IN INSTRUMENT RECORDED: NOVEMBER 28,1936 RECORDING NUMBER: 2923140 GRANTEE: KING COUNTY AFFECTS: PARCEL A 10. EASEMENT FOR GRADING OF STREET SLOPES, AS NECESSARY, OVER PORTION OF PREMISES ADJOINING STREET OR ALLEY AS GRANTED IN INSTRUMENT RECORDED: JANUARY 5, 1937 RECORDING NUMBER: 2927725 GRANTEE: KING COUNTY 11. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: RECORDED: MAY 12, 1994 RECORDING NUMBER: 940512270 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ENCROACHMENT OF A FENCE AND CURB AND PAVING ALONG THE EAST BOUNDARY OF THE PROPERTY, DISCLOSED BY PENHALLEGON ASSOCIATES SURVEY, JOB NO. 94444.00. NOTE: NO EXAMINATION HAS BEEN MADE TO DETERMINE THE PRESENT RECORD OWNER OF THE ABOVE MINERALS, OR MINERAL LANDS AND APPURTENANT RIGHTS THERETO, OR TO DETERMINE WHICH MAY AFFECT THE LANDS OR RIGHTS SO RESERVED. AFFECTS: PARCEL A SET 5/8" IRON PIN & CAP LS 11691 FOUND 1/2" IRON PIN 0.57 SO. & 0.06' E. S86'18'3?"W ✓�^ 30.10 > 10, 88' RECORD LEGAL DESCRIPTION: P° o ff& C\e LOTS 1 THROUGH 56, BLOCK 40, AND LOTS 1 THROUGH 56, BLOCK 41, C.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; TOGETHER WITH THOSE PORTIONS OF SOUTHWEST 12th STREET (FORMERLY SOUTH 150th PLACE) AND THOMAS AVENUE SOUTHWEST (FORMERLY 83rd AVENUE SOUTH) AND ALLEYS IN SAID BLOCKS 40 AND 41 VACATED BY CITY OF RENTON ORDINANCE NO.'S. 2475 AND 3373, THAT WOULD ATTACH BY OPERATION OF LAW; EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR PUBLIC ROAD BY DEED RECORDED UNDER RECORDER'S NO.'S 2919081,2923140 AND 2927725; ALSO EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO. 1 BY DEED RECORDED UNDER RECORDER'S NO. 5443689. p°? 9LDo THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A CONCRETE MONUMENT IN CASE WHICH MARKS THE EAST QUARTER CORNER OF SAID SECTION; THENCE NORTH 00 DEGREES 35'53" EAST ALONG THE EAST LINE OF SAID SECTION A DISTANCE OF 445.93 FEET TO THE NORTHERLY MARGIN OF STATE ROUTE 405 AS APPROVED OCTOBER 31, 1961; THENCE SOUTH 86 DEGREES 19'51" WEST ALONG SAID MARGIN A DISTANCE OF 1339.58 FEET TO AN INTERSECTION WITH THE EAST LINE OF SAID SUBDIVISION AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN A DISTANCE OF 10.88 FEET TO A POINT WHICH IS 39.00 FEET NORTHEASTERLY OF THE CENTERLINE OF PROPOSED OAKESDALE AVE. S.W., AS MEASURED AT RIGHT ANGLES THERETO, AS SAID CENTERLINE IS SHOWN ON THE PLANS ENTITLED "OAKESDALE AVENUE S.W. IMPROVEMENTS, S.W. 16TH STREET TO S.W. GRADY WAY", DATED SEPTEMBER 25, 1987, AS PREPARED BY CH2M HILL FOR THE CITY OF RENTON; THENCE NORTH 28 DEGREES 45'31" WEST PARALLEL TO SAID CENTERLINE A DISTANCE OF 156.95 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 45.00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 54 DEGREES 47'59", A DISTANCE OF 43.04 FEET TO A POINT ON THE SOUTHERLY MARGIN OF S.W. GRADY WAY RIGHT-OF-WAY, WHICH POINT BEARS NORTH 63 DEGREES 57'32" WEST FROM THE CENTER POINT OF SAID CURVE; THENCE NORTH 66 DEGREES 58'02" EAST ALONG SAID MARGIN A DISTANCE OF 98.61 FEET TO THE BEGINNING OF A CURVE TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH 00 DEGREES 53'49" WEST ALONG SAID SUBDIVISION LINE A DISTANCE OF 216.91 FEET TO THE TRUE POINT OF BEGINNING. THAT PORTION (FROM 1-405 TO S.W. GRADY WAY) OF OAKSDALE AVENUE S.W. IMPROVEMENTS, S.W. 16TH STREET TO S.W. GRADY WAY WHICH ADJOINS LOTS 1 THROUGH 56, BLOCK 40, AND LOTS 1 THROUGH 56, BLOCK 41, C.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF IN VOLUME 17 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. REFERENCE . TITLE REPORT NO. R220692-1 DATE MARCH 4, 1999 8: 00 AM IA — EAa, PARCEL A: 330,213 SO FT PARCEL B: 12,443 SO FT PARCEL C: 6674 SQ FT TOTAL AREA OF ALL THREE PARCELS: 116,123 SO FT mOfflpia°o MERIDIAN: NAD 83/91 ESTABLISEO FROM CITY OF RENTON CONTROL POINTS ##1854 AND ##1895 DATUM: NAVD 88 CITY OF RENTON BM ##2106 FOUND A 2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4"X4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF SW GRADY WAY AND OAKSDALE AVENUE SW ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PENHALLEGON ASSOC., INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THIS SURVEY AT THE DATE SHOWN IN THE SURVEYORS CERTIFICATE, UNLESS OTHERWISE NOTED. A 2" GEODIMETER 600 SERIES INSTRUMENT WAS UTILIZED TO PERFORM ANGULAR AND LINEAR MEASUREMENTS, UNLESS OTHERWISE NOTED. TRAVERSE CLOSURES WERE BETTER THAN 1:10,000. REFERENCE DATA R-1 PACE SURVEY ## 94444.00 FOR CITY UNIVERSITY AND 94407 R-2 TARGET SURVEY ##91-044 ROS 90-223 R-3 TARGET JOB NUMBERS 86-16 R-4 RENTON-GRADY WAY SW FB 539 PAGES 75-77 1984 R-5 RENTON SW GRADY WAY IMPROVEMENTS, LIND AVE SW TO GRADY WAY BRIDGE, NOV. 1984 R-6 SR 405 JCT SSH NO. 2-M TO PSH##2 IN RENTON APPROVED OCT. 31,1961 SHEET 2 OF 10 R-7 STATE HIGHWAY NO. 5.1-BLACK RIVER JUNCTION TO RENTON APPROVED FEB. 11,1936 SHEET 2 OF 5 R-8 CD HILLMANS EARLINGTON GARDEN ADD. DIV. NO. 1 1PL000 �oUc o ZONE AE: BASE FLOOD ELEVATIONS DETERMINED, ZONE X: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. SURVEYOR'S CERTIFICATE TO: CITY UNIVERSITY, SHEPHERD INVESTING CO., INC. WASHINGTON TITLE COMPANY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (i) IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL j REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1997, AND (ii) PURSUANT TO THE 07- t;� ` ACCURACY STANDARDS (AS ADOPTED BY ALTA AND ACSM AND IN EFFECT ON C�►� THE DATE OF THIS CERTIFICATION) OF AN URBAN SURVEY. EXECUTED THIS �$ _DAY OF u 1999 @. GO ON S. RECTOR, PROFESSIONAL LAND SURVEYOR L CENSE NO. 11691 EXPIRES: 11-28-2000 o4�w o' wAskr C'� VIC \ITY MAP L 1 A i Ksl �11691 �N•4L LAIC PORTION OF: SE 1 /4 NE1 /4 SECTION 24 , T. 23N., R. 4E., W.M. EXPIItEs 11/ze/z000 DESIGNED DRAWN DAB/JAC PLAT CHK Engineering REVISED TITLE REPORT NOTES PER CITY RENTON 7/27/99 DAB e Planning -47 Surveying Penhallegon Associates Consulting Engineers, Inc. DPTE BY APP'D 750 SIXTH STREET SOUTH KIRKLAND, WA 98033 (425) 827-2014 SYM REVISION DATE FEB. 25, 1999 PROJECT N0. SCALE 1, _ 5, A. L.T.A. / A. C. S. M. LAND TITLE SURVEY CITY UNIVERSITY - RENTON CAMPUS SURVEY TEAM DF/AW FOR 99513.00 FIELD BOOK 224 & ELEC. SHEPHERD INVESTING CO., INC. DwG FILE : \9513ATLA.DWG I SHEET OF 2 irk_#/, (J( FND MIC 2649.52' 13 18 �.� ' SEE - - - _ _ - -r _ _ 3-BRASS DISC W/PUNCH 1 0.16' N. AND 0.19' S. ''�1 PAGE 24 1323.80 PLAT AND MEAS. CENTERLINE DATA CALC'D POSITION 24 19 EASEMENT FOR GRADING OF STREET SLOPES, AS �4✓=2ES�ARY, OVER PORTION w FOUND CASED MON. FOUND CONIC. MON. W/BRASS OF PREMISES ADJOINING STREET OR ALL GRANTED IN INSTRUMENT 4-29-94 DISC DOWN 1.3' STAMPED KING CALCULATED RECORD RECORDING NO. 2919081 '' !' COUNTY STA. 241959 CURVE DATA CURVE DATA FOUND CONIC. MON IN CASE REFF.NO.4 REFF.NO.7 ,�� w'w t5is®C C�JDD ON 4/86 e=10'29'30" D=10'29'46" D=10.29'30" ELECTRICAL TRANSMISSION/DISTRIBUTION T=526.09' T=526.32' T=526.1' EASEMENT AFFECTING THE NORTH 20' '� OF PARCEL A RECORDING # 7910180691 w - -�� f CB RIM=23.38 pQ WATER VALVE R=5730.00' R=5730.0' R=5730.0' �� /' cONC• wALK HYDRANT O N L=1049.24' L=1049.68' L=1049.2' w ® WATER METER N" D=1' D=1' /� SSMH RIM=24.60 Q Q MANHOLES (SS/SD) p 4- w w �' IE 8"CONC E=8.65 ❑ CB C) IN IE 8"CONIC S=8.75 -0- POWER/UTILITY POLE w _ IE 8 CONC W=8.90 z I �� w _ -- � E- GUY ANCHOR R-5 STA. 145+23.5 P.I. �/ w w _. / c�c wA�K SET 5/8" IRON PIN POWER TRANSFORMER & CAP LS. �11691 FND 2" BRASS W PUNCH , Ss t F cAP Ls. #15023 / _- �• � 7' FENCE ,I FOUND 1/2" I. PIN ©CT POWER/TELEPHONE VAULT IN CONC. MIC 0.02 E.X 0.07 S. /� pp OF CALC'D POSITION PER FIELD - a t ENCROACHEMNT 0 13 TELEPHONE RISER ' TIES FOUND. REFFERENCED IN coRO 43 so. x o.ss E. /N CONIC. W - pTMH 55 - .X i CB RIM=19.28 GAS VALVE CITY OF RENTON F.B. #550 PG.38/ - - EASEMENT FOR GRADING OF STREET SLOPES, AS NECESSARY, OVER PORTION ./ ' '^ ".- s� % NC• wp,�K s� vA�'� Po�R NK �� ` ,52'32't _ IE 8 CMP W.=16.83® TRAFFIC SIGNAL w S h� �h CC �t PR P PNE A ,/ r OF PREMISES ADJOINING STREET OR ALLEY AS GRANTED IN INSTRUMENT �� ✓//�-� ; '. - I STREET LIGHT RECORDING NO. 2927725 ✓ w 0" 0 5�� '' I I y 1p Zg 3 N N "59 co SHH 1 RP _ r - so SIGN T ELEVATION o MAILBOX �s c ROCKERY O49.2� R��30 CMG 15HN GRAPHIC SCALE d CONIFER TREE EASEMENT FOR GRADING OF STREET SLOPES, AS NECESSARY, OVER PORTION w � �= �6o I OF PREMISES ADJOINING STREET OR ALLEY AS GRANTED IN INSTRUMENT c 40 0 20 ao so _- __ i. IE RIM=19.88 RECORDING N0. 2923140 ss D I T i %%'"� c coRe S� H RIM=24.31 �- - r " ° IE 8"CMP E=16.63 DECID. TREE ss� 1 y � � �s �''" IE 8"CMP W=16.68 � ,_. .... I / w IE 8 CONIC E=10 06_ � I IE 4"IRON S=17.48 FOUND CASED MONUMENT D ® IE 8"CONC_;W-i0:16 c C�; RiM=19.43 ' Z T 8 IRON ISE S PLASTIC IN FEET / CL�1y 62 ✓ IE S"C�T0166 c Ss 0 9„ IE 12 CMPC E-15.88 ' = . UNLESS 0 STATED ( ) .°� ✓ -.' t'4C3 f ,O9• 8'0 - SE 5 OTHERWISE ST WE 1 inch = 40 ft. 12--�i;G�.`., NC wA�" S Q�L(Pg ' _,_.._. U APPROXIMATE LIMITS OF FLOOD ZONE TAMPED L.S.L 1 691 4 w co 00 Y RD•3373 24�5 z o AND RECOVERED THIS ISURVEY 29/9 AE REFERENCE FEMA MAP N0. i UNLESS • 6S g80 I _..._ _ vr.C. o ESS OTHERWISE STATED 53033CO978 F 5/16/1995 i �05 _ _ _ // ,...,. ^. P CENTER LINES N m PROPERTY LINES ..' coN DITCHRIGHT-LANES/ FLOW LINES __ � � WATER LINE w - - - o S SANITARY SEWER LINE o z �:,. I _., A N LINE CITY OF RENTON BM 2106=22, -9A GAS LINE # _. • � � �,� � � . - �? ..._....� � � w i SC�O STORM DR FND A 2 FLAT BRASS DISC W/A PUNCH �' co -.-..- K �,� �oY 8"\SAt�ITA ,Y EWER STUBS m MARK ON A 4"X4 CONCRETE POST \ Nc, vrP o CZ ER. COORR EARLINGTON GARDENS _ �, F �} _ i - " o ; j UGP UNDERGROUND POWER LINES G� «.� MONUMENT DOWN 0.6' IN A MONUMENT CASE / $RIM=23.14 co �� G" LINE, NOV. 15,1972 ��� 7�- L - __� I 3 Z _..._-„ - •- PHONE LINES AT THE CONSTRUCTED INTERSECTION OF w +' ___ <: I w SW GRADY WAY & OAKSDALE AVE. SW �� r IE 8"CMP N=19.84 C� -� �,F' "I NICE UGT UNDERGROUND TELEPHONE �y C RIM= '9.7 a t' __. - w _...., in N _ : A GZ Y�' -' _ _ ;� - . _ CHAIN LINK F ELEVATION=20.62 FEET ys� I i - \ nA IE 12"CMP E=14.49 o E of IE 12 CMP W=14.44 I _..,. /� ; x WOOD FENCE �• \'�� � -`.,' _- --- _ - ,,,., I .,w..... WIRE FENCE " IE 6" PVC S=14. 9� I fv FND 3 BRASS DISC W/PUNCH IN CONIC. MIC ss �EPSE p 6 -' _p ----SD 18. r, ��y Ma �CB RIM=19.6 CONIC WALK C NC j`;` it _ ...._ I� 0.20' S.E. OF CALC'D C/L I I cone �`o '\ \ \� �209 r`_` I - � - IE 12' CMP i:$S' 3 W LK oo v ,f, EASEMENT, AND THE TERMS ss I I c• wP�K \�,� 15 V NO' 82 _U. I - __ ___ IE 12'� 13 18 FOUNDD AND CONDITIONS THEREOF: I CNC _ " RECORDING NO. 3359489 Q _-__-- - _ CFENCE MON /86 E 2 14' r; w FINISH,,FL ELEVATION=21.0 ENCROACHMENT_ 24 19 \ �.. I T= BUILDING HE GH 28 5 - - 1 SW GRADY WAY, w 9 9 r.. w ss = so I CB RIM 21.32 CB RIM=20.01 IE 6"PVC N=18.2 ,..*,;�,e. I _ lr r�� � � _6"PVC NE=18-31 s; \\VOA" C c CB RIM=1.9 64 , ` �y CNC• st !� t2 1'Al1 2 K. U K FENCE IE 12"CONC.._'f1l .12• f" I r} _ - F x r, r r y _ IE 12"GONG E 13.19 �- ...__......._. ......" F... _.... � �. .�....�. _ _3 I wl - - c -- �� Q DELTA ,5511 �26 �'n �__, / _ _ _ .i ra�t�� ,i) w co i L- 35' oQ i; c tth ci, IP�4rr �3 Z _ t, r - = J , FOUND CASED MON. �rn w 373 _ - _- ��� FOUND TACK & WASHER Y o M / . __ _ _ _. " -✓moo y3 ON C/L OAKSDALE Q� v ti9 Y < � 1 / _ FIN(5H FLOOR ELEVATION=20.6 F__en �I 0.25' S.E OF C/L o. �' M LEAD AT CORNER 0 4 „ � bF LIGHTING H.H. O r., }-�-- ` ' BUILDING HEIGHT=25.1 GRADY WAY �� G gin. m 43 v N f / a I- '� _, _ w j5� 1107 SW GRADY WAY c3` y N / =16.30 ` IE 18 CONIC W=7.8 r o z _ „fir, �, IE 18"GONG E=8.0 ly Q wm � / --CB RIM=19.67 FND 3 BRASS DISC a FULL OF WATER BM 224-11.1 P NCH IN CONC.MIC B RIM=17.69 0 _ f _ __ W/ U �' w �sD- -,M .. SCRIBE IN WALL 8 ` _ -._ �_ v , i _.-.. c( o -- ` _ 0.32' S.W.OF CALC'D C/L ° I 18-CONC W=8. 4 1 6 w -w -a - <.., M .. 90 W. OF S� _CORNER J f; r ^ -00 °y 1E, 18 CONC E=8. 9 �y a -" '-' CB RIM=19.37 ' I BUILDING.-- Y. 9.7- �, .,,ram ,00 n to r<y _ w .. d _ _ 5, EV.=25.80' - 2„C 30 30� cv w 11 ,�� .�• 2 .17 .85' N �� �, E CONIC °� Pv M ¢ 0 189.95' F ,,.,: . %! rr r�` :r, „ rf/ ;% ;;j I i - s -0 W 15 I , I o r m ao o -_. -- _ # I - I - a o I z- so -. - P----uG i -.� QUND 1�/2 1. PIN & O cP o __- - �- �„o�_--�c cP -�o - `, a� , - - so �.. _ IM =19.69 I �. t ro - �.d _ CM = � i , iJ E N z \ ra�_ r1 m.,.,.__.uo�--uc� _ i r C CAP LS. 15023 c,0 ❑ \ _ ! CONIC r o c Gp_ ----UG -y SD 4 9 IE 8 0.27' S. X 0.29' E. SDMH`� RIM=1 .82 u - r r WALK op"�-U - ET IE 12"RVC 11.27 .. � , _ ., so � �' .. , " ''---s0--.�- 99 �B RIM=13.15 � c �. �' I OF P01 S P I N� `ice oy� ' CONC W=5.88 G_ J i ti1 5 - I - - - - - so STALLS r r � t 18.L,trCT2tRIM ,L9�29 � �' �`- 24 yTA.LSpti cc�, so n �. _ sa- - IE 12"CONC W=13.19 SD - - - - - 69.61' a~' - j _---_ - w {{ I i 1 # 1_ CB RIM=16.23 sa a°ry v ° \ - _ - - - ..... IE 12 CONC E=13.09 - SD - - - o. _ . -' COULDN'T OPEN �G B_f31M=11.72 ' - - - so - -- cHAiR LINK FENCE I 1.5' \ � --- a°• `� lG 8 GONC W=5.72 } � �- I I '(�• - SDMH RIM=15.76 �, 0.88 _- -__w $55.51' Wrif -•-�"' � _ C AIN LINK FENC CB RIM=19.12 IE 12"PVC S=11.46 2� '8Gy �` \ w , - p `NgF \ �.-__,___ I ` i �- I�I _ 1339.57'CALC. 1.4' IE 8"CMP E=15.9 I ) o IE 6 PVC E-11.36 `v I I iv _!__ 1 -t-- `` _ S86-18'32"W (1339.58DEED) IE 8"CMP N =15.6 ? SSMH RIM=13.73 °° \ �- l� "4 ' `" IE 12"CMP W=15.67 1 a t 282g.39' c°� ° s '.`� 1 E 12�ONC E=14.28 ` _ t� �r z IE 12"PVC S=4.78 �'° o C AIN UNK FENC 0.9' r��,9 i U IE 12"PVC N=4.63 ° y \ o - " (E 12"CONC W=14.38 _ �(� to IE 8"PVC E=5.43 T_ y z 30.10' ' IE 6 PVC N=1-4.98 �`,!��- 0) ! I _ - T #« - Uh04 cp SDMH RIM=12.32_ 85 43 58 DEED & CALC. �' FOUND 1/2-IRON 60.00' � ' IE 8"CONC E=4.17 z �. " 885.06 E I � PIN 0.57 SO. f - _. 1 FOUND CASED 2 PIP . �.-,,� �,.�^.°`tEi2z{®N@^ 1 I,sr .:, �." "ti4e �r86.s•, "•�b.._... _---•--"' MON. W.S.D.O.T. STA. IE "CONC W=4.22 I "" - ..._ 190+28.9 APRIL 1986 FND 3" BRASS DISC W/PUNCH IN CONC.MIC 1.25' N.ELY. OF CALC'D o CB RIM=15.65 -- 'ter CENTER LINE CO I FULL OF WATER ~ ' i � UI i � 136.4..._. __ ._.. i I wn LLJ SeR10 405 ------ ------ FOUND CASED 2" PIPE-No. j MON. AT STA. 147+22.46 I I P.S.H. No o APRIL 1986 I RELINQUISHMENT OF ACCESS TO STATE HIGHWAY - ' f 1 , 24 19 FOUND CONC. MON. ----- �- I AND OF LIGHT, VIEW AND AIR BY DEED TO STATE - i 4 86 & 4 94 i OF WASHINGTON: RECORDING NO. 5516657 _ ' / / o I I _ - 40 '1.,a 0 I - _- a FND &ACCEPTED PLAT TBth CORNER BEING A MON i 100.00' - T CJl gY' GG tl 2 tJ IVv� A IN CASE OPPOSITE SW COR OF BLOCK 35 I _ >_ C.D. HILLMAN'S EARLINGTON GARDEN'S DIV #1 I r" d r. AT P.I. (APRIL 1986) I ST _ - .. ---_SW 16TI- - - AVE) - i ,• r�ss' '1 „ _ _ ____ (So.1�►�31td _ -- I ! J 9 � �) r � 18 � ` \1 � i w�� _) t, �) �,) 11,� i � � �� • t '19 f ��o o... wash m r` I 01 d i-' d M In O, DESIGNED DRAWN DAB/JAC PLAT CHK SYM Engineering REVISED TITLE REPORT NOTES PER CITY OF RENTON 7/27/99 DAB WRY Planning Surveying Penhallegon Associates Consulting Engineers, Inc. REVISION DATE BY APP'D 750 SIXTH STREET SOUTH KIRKLAND, WA 98033 (425) 827-2014 / f 11691 sIONAL •L PORTION OF: SE 1 /4 NE1 /4 SECTION 24 T. 23N., R. 4E., W.M. EXPIRES 11/26/2000 DATE FEB. 25, 1999 PROJECT NO. SCALE 1" = 40' A. L.T. A. / A. C. S. M. LAND TITLE SURVEY 99513.00 CITY UNIVERSITY - RENTON CAMPUS SURVEY TEAM DF/AW FOR FIELD BOOK 224 & ELEC. SHEPHERD INVESTING CO., INC. DWG FILE : \9513ALTA.DWG SHEET OF �fl ��9 I � Coll Ac Fap 61-r 6ce 99 00 r Cs. r-A to& t-j -r a xj '5ml h4 C� Do co 11 r-LV4^-r- -T e 15 r=lAp'. aw a I if I� it aw 41= it P-*A I I f--j C401 N 'S10 L @) 0 6 - M - M LLI = LLJ LLJ t-- CIO ED CL LLJ f zc) 4= Uj W>-!Z in Z� cot; rn 00 , r �w~a ri C< OL-A'ELOPLTNIT PLAV 0 CiTY CF REk.'TCN z A R EL (C IL 6 Y _ to 1�_. _ou__Ex I- `aTihJ co 1.hF-j10obG� _fmS _ _ 6v!� � Q U 4� a � ®,_ Ll Z �� Ll.! O t_e !— O � vo _ � L LLI - Lu z® � mN 0 A� z w~mow w�ox O�~w W � — �' ' 4 PROJECT DATA OWNER ,..., - SHEPHERD INVESTING CONTACT: DAVE POTTER 335 116th AVENUE S.E. (206) 940-5528 BELLEVL'L. WA "o 17 E; THE PERDUE GROUP CONTACT: BYRON PERDUE 14205 S.E. 36th STREET (425)649-1147 SUITE 100 ° BELLEVUE, WA � SITS f� -i► EXISTING BUILDING `As �E����? �`"` �� �►`��G,a•�� TWO STORY - 98,093 SF AREA, TYPE VN - SPRINKLERED - EXISTING BUILDING `B' +5 S �. TWO STORY - 23,400 SF AREA, TYPE VN - SPRINKLERED G moo-, % -- PROPOSED BUILDING `C' G►a NaISA*-�.. (_„�.� ���/yi=� _ TWO STORY - 23,790 SF AREA TYPE VN - SPRINKLERED � q, Grm PARKING CRITERIA OFFICE USE: a rlEDIG•ib, L. 02 0 S i-j1 i L_ L.lSF_ o � �►-2- aA,* c> 5F BUILDING `A' NON -UNIVERSITY OFFICE AREA = 34,500 SF m �e IS'T I h + A•h� �'"� ► BUILDING `B' NON -UNIVERSITY OFFICE AREA = 23,400 SF L7 I 1 h•7 coo +c TI=' F I 'T BUILDING `C' NON -UNIVERSITY OFFICE AREA = 22,750 SF W to OFFICE PARKING REQUIRED = 142 r-11 �4 . 34o l�; "A.* U1 � COLLEGE AND UNIVERSITY USE 1 SPACE PER EMPLOYEE (155 EMP.) = 155 ,; o O � 1 SPACE PER 5 DAY STUDENTS (175 STU.) = 35 TOTAL PARKING REQUIRED GENERAL OFFICE USE �`� �' � �� ° UNIVERSITY EMPLOYEE = 155 "�'i ` " o UNIVERSITY DAY STUDENTS (175 / 5) = 35 TOTAL = 593 (!4'' EXISTING PARKING ON -SITE = 583 536 STANDARD, 38 COMPACT, 9 HANDICAP PARKING REMOVED BY PROPOSED ADD. = 68 REPLACEMENT AND NEW PARKING = 84 TOTAL AFTER ADDITION PARKING = 599 > 593 REQ'D r CONSULTANTS CIVIL: PACIFIC LAND DESIGN 9709 THIRD AVENUE N.E. SEATTLE, WA. 98115 (206) 522-9510 CONTACT: JOE GEI VETT, P.E. RHONDA DEHLER ARCHITECT: THE PURDUE GROUP 14205 SE 36TH STREET SUITE 100 BELLEVU E, WA 98006 (425) 649-1148 CONTACT: BYRON PURDUE I FrFNln EXISTING PROPOSED CB SS SSMH SD PIPE CURB SEC SW GRADY WAY AND SW OAKSDALE AVE RENTON, WASHINGTON GOVERNING AGENCIES CITY OF RENTON DEVELOPMENT SERVICES DIVISION 200 MILL AVENUE SOUTH RENTON, WA 98055 (206) 535-2719 UTILITIES STORMWATER: CITY OF RENTON PUBLIC WORKS 200 MILL AVENUE SOUTH RENTON, WA 98055 (253) 277-5547 CONTACT: RON STRAKA WATER: CITY OF RENTON PUBLIC WORKS 200 MILL AVENUE SOUTH RENTON WA 98055 (253) 277-6210 CONTACT: ABDOUL GAFOUR SEWER: CITY OF RENTON PUBLIC WORKS 200 MILL AVENUE SOUTH RENTON, WA 98C55 (253) 277-5547 CONTACT: DAVE CHRISTENSEN ELECTRIC AND GAS: PUGET SOUND ENERGY 22828 68TH AVE SOUTH KENT, WA 98032 (253) 395-6824 CONTACT: DAVID JENNESS NATURAL GAS: WASHINGTON NATURAL GAS COMPANY 3130 SOUTH 38TH ST TACOMA, WA 98411 (253) 473-8409 CONTACT: SUE CAGAMPANG TELEPHONE: US WEST COMMUNICATIONS 7235 SOUTH 228TH STREET KENT, WA 98032 (253) 345-2968 CONTACT: FRANK FORREST M SITE DATA LAKE N WASHINGTON >� 405 RENTON \ � Z p soo 0 UK LA D� 114 5- G 405 167 SITE 515 VICINITY MAP N.T.S. DRAWING INDEX SHEET NO. DRAWING TITLE SITE AREA = 19,200 S.F. (0.44 ACRES) PROPOSED USE = OFFICE C-1 C-2 PARKING DATA C- 3 L-3 PARKING PROVIDED: EXPANSION ONLY STANDARD = 55 STALLS HANDICAP = 2 STALLS COMPACT = 24 STALLS TOTAL = 81 STALLS APPLICANT THE PURDUE GROUP 14205 SE 36TH STREET SUITE 100 BELLEVUE, WA 98006 (425) 649-1148 CONTACT: BYRON PURDUE ii TITLE SHEET OVERALL SITE PLAN GRADING, DRAINAGE, AND UTILITY MISCELLANEOUS DETAILS LANDSCAPE PLAN Pacific Land Design Planning Engineering„ &Development Services 9709 3rd AVE NE .. SUITE 203 Seattle, WA 98115-2027 (206) 522-9510 FAX: (206) 522-8344 REVISIONS N0. DESCRIPTION DATE �0, 51, PLD: \WA\r�ENTON\CITYUNIVk\DRAWINGS\RNCUl ISI.dwq z 0 CY cn W z O C� w m Q 0 O z m w� z oCr- w� cn C):� cn o L.Li n i tf) � w C u� h,� M tt' co ' Q V•���L, .V r z c� z� Q CL x W >— z Q 0 C� z W o = � >zCl) Z < < W �W3:: > Qz CO 0 U W Q W W a� M� 0� 0Q 00 rr EL•� C-1 5h -`"19- 14) I CORNER SIGN GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. I I op— Aul) 000 Mff IE 10.7S I � T" V I to RIV = 9.9 I 51 UHM _6 z It = 14.b -CD I = 12.3 TYPE I CB 0 CD Cl- U C/) 27: < CCL L (,n Lli 0 C/1) ry-) LL-j C3,) 0 0 C) C:) Q Cr CD I t I LLJ --D m CD L-D ) co 0 a) m LLJ 0-- C/') Q::� r) C) cr) I've LU sir CL x cy) C�4 in L&J o � � Q C) Lai 00 "Zo C'4 CLZ z O �� IL zQ CL X W Q Z j 0 — Cl) � a 0 (r C) Z Z w > z U) w z`�Q C.� �" Q > z Z UW� 0 .J < Z W Q C.� Cl) Cf) z O Q OL. O Q O 4< IL C-2 TDN\CITYUNIV\DRAWfNGS\RNCU28M1.dwg z 0 n w cn z 0 w m n, Q a O z m o m o Q� CDm � z Q CD w rn Qf cn o W U n � 1 y M N UA Ln CN LO LW Ly Q (V q .� _ Ch .� O�cNV a Z 0 Cl) >. Z Q Q IL X W Z Q 0 � to C� to � W®Z Z Q >ZCf) Q ,� W p Z Z) W . U > �Z CO 0 U W F- �QW --� Z W 0 (r Co Co 0 v IL Q 00 fr IL C-3 00 00 r. e 000* r. loo 0000 7 VIBURNUM DAADII . . . ....... r. to t-01 DA\4D'S VIBURNUM '000,0000000 4 PINUS NIGRA V) AUSTRIAN PINE co loo 000 C*4 cntot, 9 PRUNUS YEDOENSIS ddd YOSHINO FLOWERING CHERRY 00 9-PILAUS MUGHO MUGO MUGO PINE 100 00 V 10 VIBURNUM DAVIDII 0 (,� mq- DAVID'S VIBURNUM 00 0 19 VIBURNUM TINUS LAURUSTINUS FORSYTHIA INTERMEDIA FORSYTHIA 10 - VIBURNUM DAVIDII DAVID'S VIBURNUM10 - \APIIPMIIkA r)A\Ar)ll 7� 0 a_ V) LLJ V) C) L.LJ M LLJ C) co It A�� I l.. j:-; IT A ca 11 1 1 1 ' 1 i ;I 14- _ - A. - == d l J h+l P.� i sre A. �"�' T °2 5 I Li � � I � I I.... C� � ST►2uc-Tulza I �,a► � � Sc�cE — I - I 1 � � SI.-•1 co r2� � y !.d A�! IG71'C'l12'fi.� f!o'-ol .lo�•o2A-al L T IL N I- ---.—r u r -c- (3� s I 0 I, u 11. a;l i �'j Go- �p- 1 s 1 pjL! I i,,. D C"r i ca F_j sip L. s.- .�+li -�'�I ST I ice- G "'✓4. v Lei �� L hap 4J ZO �— �o � �� co A� z W a�~w W � H \0 MT PROJECT DATA - o . -_.WNER a —I I.,d.1-�l�g c�_pF ._..._ - SHEPHERD INVESTING CONTACT: DAVE POTTER a 335 116th AVENUE S.E. (206) 940-5528 ` BELLEVUL. WA �U car THE PERDUE GROUP CONTACT: BYRON PERDUE -s 14205 S.E. 36th STREET (425)649-1147 SUITE 100 BELLEVUE, WA �4 �, r► I/. 5 i ,� - _- EXISTING BUILDING `A' • _ TWO STORY - 98,093 SF AREA, TYPE VN - SPRINKLERED EXISTING BUILDING `B' TWO STORY - 23,400 SF AREA TYPE VN - SPRINKLERED O PROPOSED BUILDING `C' _ _..-- .. h,-J " . 1, � .Ab. —F� - - _ TWO STORY - 23,790 SF AREA, TYPE VN - SPRINKLEREDcoo 21 � Aj PARKING CRITERIAUl ' $o OFFICE USE: (W o r') E b l G. pk IZ. t� I T}�► u. USE o ,� ; ! '4 4�' 5r BUILDING `A' NON -UNIVERSITY OFFICE AREA = 34,500 SF � �3+ o �j-o I co M Iraca 5I BUILDING `B' NON -UNIVERSITY OFFICE AREA = 23,400 SF I h•i coo BUILDING `C' NON -UNIVERSITY OFFICE AREA = 22,750 SF o t0 4cav:6e;:p 5r- OFFICE PARKING REQUIRED ' 4.I M N • Er I M DEVELOPMENT PLAN. ING ri Ul COLLEGE AND UNIVERSITY USE CITY OF REN OI 1 SPACE PER EMPLOYEE (155 EMP.) = 155 O I SPACE PER 5 DAY STUDENTS (175 STU.) = 35 OCT 2 _ 1999 TOTAL PARKING REQUIRED RECEIVED GENERAL OFFICE USE UNIVERSITY EMPLOYEE = 155 0 UNIVERSITY DAY STUDENTS (175 / 5) = 35 TOTAL = 593 EXISTING PARKING ON -SITE = 583 536 STANDARD, 38 COMPACT, 9 HANDICAP ' PARKING REMOVED BY PROPOSED ADD. = 68 c3 REPLACEMENT AND NEW PARKING = 84 TOTAL AFTER ADDITION PARKING = 599 > 593 REQ'D b ce:o a. ra— R.—I: �- C7 rZ 00 r%ol d5'r^ r4 I i C:p c:j 19- x )4-o 1 oowk, �-t• s , ,�.,. E ! ( I ivr it 6c, 1/1 it i� 11 cv -T J,*.. t-j 7 S r- Ak- 4-- 9k f7- rz. I w =0 RL I 5-r t h-j co c- o 9. rz— 1 =7 C) Q— I Z P- Vj SMI t4 Co cl lc:o -7 F- 1.5 A* f t , I ; it 11 top, it aw.1 Sol- lf.-tJ co U t a r-a- "t DEVELOPMENT PLAN CITY OF RENTON OCT 2 l99q RECEIVrE-E) rj 0 CO ca U-1 UJ C) co cr Uj= cp to Z:f 1� r-/) �D 3 W v7 00 C, -It 0 r--q 00 r--1 a, zt ;T. 0 0 0 U LAI :1 ski 074,14 lop-!, I I A'. mKoNgmylgin -cpm, WSW, Milk llkj�� sl...... ......... A r ----------- P I I I 0 n V) o L-ij M Q:f LLJ 0 m p F*LLJ—* ry LLJ L.LJ C) L.Lj ::D V) Cf) LL.j p V) ry M ck:: to in - It N ~ O Q Lai -W LF OTS cl�s o z U a) >. Z CL x w C) Cl) C� a: w cl > Z cl) z Q Q 3: z W Q > < - z J Uw0 F— W OQ .J Z w CL Q W cr 0 U\/ (1) Cl) 0 0. U0 < z < CL