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They areprodtKmdforreferenceuse I'dry 0.92Ac�\\N I ;11 Q I i P 1 # +6 - I �- _ only and no warranty is expressed or implied. N (gq �' _.__) I��I (2) I i I %I � aI _ - - - 6G9W ` �j J F O FI EASE NOTE: Krou Attu Flagm a mAea4 at I..., o �.. M t, . "rd to tAM, ,� L E G E N D ,sue _ 2 / 1 ATLAS A O F SE AT T L E .> �«, �� .�� «� F Addrs.MnO.nd �n,< ti NUILDING [� APPROX. STORIES 0 HOUSE NUMBER [� l I J 1 I �51 �' a uod.e.d was /r�w_r,tly. Thh rn w is m ovrghud m hotl+ town •no con„-L newo6rctiwr ;ES UPDATED JAN. 2000 �, II R I I 4 9730 COPYRIGHTED a PIJ�JSHED BY Ir whole or In Pwt. or tnrrcfe+rirq irao flgh•I form. is "Ibhod b1low. RAILROAD •'4„'4•-�"4,-4� a,�, , � Ido II S.P.180023 JI I I I 3z7z , wY30•hd•tnxwn1tr11wmNbnh L E G E N D II (I) 34711 a i r; s s4 • rzo KROLL MAP COMPANY, INC., SEATiLE �-t1991,K•oIM.nConoany,Irc. 5ott.,W�hngten A'I ghbwrvM ` i I 1 ' AM DED °3 SCALE: I INCH - 200 FEET -� �_ botlllonnmd xrrpent, n•orodlxeon BUILDING [� APPROX. SIDRIES �� kRtiSE NUMBER +s I A ,,,"MAIN TTfOROU6HFARE TAX LOT NUMBER ?S � (� 1 1 . nroNlo od by w1.. RAILROAD 11 � L°' S ,W I 2 = H -hietm AN rWft reee �d.-,-TT*'T I , m , 3s TR. � I P �2 1-1 --- - -- - MAIN [__ a o O K 0.64 Ac • !J . I 1 a ui " - It 97 z7 r '6 , . TAX LOT NUMBER Glad s M. Krohn Fo I - ---7 /-' ® o y GOVIT LOT 2 5PRIN6FARM O t.1 I I I "� N 81.51_ 0' 17�s18�° /� ft� $ � 3a. /' -- -6�'Dq---- --- - - - --- - - - - 1. K 1, IRON I I I 7 • l " e S o 39. 3 AC. 972 . I I I I I 4° 3 S 803 100. � o ^ TV El xyll I I I 161CR19 1 I I 32 78' - •Halvor Fluen `�. .:.-------- 1--------1------ 11. 4.94 Ac. _,� � VIQb P 15 I. 20 - a a " I, 1 1154 63Q90_ ,_--_- _ 24 5 - T nz 5? ` n847 �� r ❑ --- l9 n IQ 1 011 t Qom/ 1 g6 _ l9 0• ' I I 6 = r 11586 27 . Q6 M n a3 613� 10207 1701 I $OC. N +. u5 _ 49 - t� g Q 13 22 0 �� 2 /9 60 6 l0 510AS S .82 - _ 7.12 61 ,� �? J�`` `O�� -j I z 61 - 1,_ 1n I 13 660 -- _� -. - c ZJ 0) 0 �_ - I n V, al 1 P 8 - - - - -Z -- - A8 �,0 5f 5t �, ------ I { '4 so 1 ` .. , 509.65 9 0- 11 12' ill 9 ` „ r 6�\, - Q \ d - H - 50 5043 a 172 03 , ! / T ,70 W 133 11 1941 , \ \/ f_ Q ' I 1 I E:7 \\ REAI � 19. 60 \w_�? TON�b f7-O o�," t3 L---I;�'--j m o \ ,\� CORPORATE n a I _ i m \ /d_ \ �/5 0. - % e g ::l---------- \�\ CIM ^I ------------- ;,o-- -- - - -- - - -- . e. ti0 "s \� , 11 �' SPRING \ \ r°�� GRAPHIC SCALE ACRE Q I B R \�, �,e/"�CT5 200 0 100 200 400 Ct I II � Q 1 660 '.,'Q. I I I �\ ' \', I I `\� ( IN FEET ) a I ' I 8 � �,,/' 9 O 0 1 inch = 200 ft. '.) I (8) �./\\ O \` J _ - j }� ate- I - NEIGHBORHOOD DETAIL MAP YI _---�_-_---_---------__ a �Q ��\\ _ - I \\j' I (C) . / %�� \\` I 1 I - *e - . \/s i Q S 'O` - / + Z7 I,- 1 10226 I c, a 11 � -- -: - _.--------- n 1 .., --- ---- e7 �i \:' Pla EXISTIG PUS POL�) EXISTIWj DRI VEI INTERSECTION l 192 STREET #i,I$O FT EXISTS E PWR POLE R EXISTINCs D MAY E. dcm H-N o dP n4co NWT N (N M w �p Z -j RQ0 w �_ W wz� =W dWul W= �Z� UC4 �V A-2 (� PROJECT NO. 9523 ( Z--LA-0�2,-67G5 SCALE I" • 30'-0" — _ p CITY OF RENTON, 0) KING OUNTY, WASHINGTON C') LOT LINE ADJUSTMENT h 0) 1 No. LUA- - -LLA DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER— SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. BY: GERALD E. SCHNEIDER TITLE: PRESIDENT SCHNEIDER HOMES I, L.L.C. A WASHINGTON LIMITED LIABILITY COMPANY STATE OF WASHINGTON) BY: TITLE: U.S. BANK NATIONAL ASSOCIATION )SS. COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT --------- FRA�Q_E,_S�HrIEIDER---------- SIGNED THIS INSTRUMENT, ON OATH STATED THAT _HE_ WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ... _PRESIDENT _--- OF SCHNEIDER HOMES IL L_L_C. TO BE THE FREE ANDVOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ------------------------ SIGNATURE OF NOTARY PUBLIC__________________ MY APPOINTMENT EXPIRES ----------- PRINTED NAME OF NOTARY PUBLIC------------------ STATE OF WASHINGTON) )SS. COUNTY OF -------) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _________________________ SIGNED THIS INSTRUMENT, ON OATH STATED THAT _HE- WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _______________ OF U_S_ BANK NATIONAL ASSOCIATION TO BE THE FREE ANDVOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ----------- ------------ SIGNATURE OF NOTARY PUBLIC__________________ MY APPOINTMENT EXPIRES ---------__ PRINTED NAME OF NOTARY PUBLIC ------------------ APPROVALS APPROVED THIS ___— DAY OF --------- ,20—_. --------------------------------- City of Renton Administrator Planning/Building/Public Works Department KING COUNTY DEPARTMENT OF ASSESSMENTS Examined and approved this __ day of --------- 20-- ------------------- --------------------- King County Assessor Deputy King County Assessor APPROVAL NOTES: APPROVAL OF THIS LOT LINE ADJUSTMENT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT. RECORDING NO. RECORDER'S CERTIFICATE Filed for record this ----- day of in book Mgr. 20____ at --- M --_ of ----- at page ------- at the request of PAUL E. MORROW --------- ------- SURVEYOR'S NAME ---------------------------- Supt. of Records EXISTING LEGAL DESCRIPTIONS PARCEL A 651,294 SFt 14.95 AC. THAT PORTION OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EAST MARGIN OF KENT-RENTON ROAD (TALBOT ROAD S.); EXCEPT THE NORTH 5 ACRES THEREOF. PARCEL B: 202,970 SFf 4.66 AC. THE NORTH HALF OF THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EAST MARGIN OF COUNTY ROAD No. 80 (1ALBOT ROAD S.); EXCEPT THE WEST 105 FEET OF THAT PROTION LYING NORTH OF THE SOUTH 30 FEET THEREOF. PARCEL C: 14,331 SFt 0.33 AC. THE WEST 105 FEET OF THE NORTH HALF OF THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN; IN 'ING COUNTY, WASHINGTON, LYING EASTERLY OF THE EAST MARGIN OF COUNTY ROAD No. 80 (TALBOT ROAD S.); EXCEPT THE SOUTH 30 FEET THEREOF. LAND SURVEYOR'S CERTIFICATE This LOT LINE ADJUSTMENT correctly represents a survey made by me or under my direction in conformance with the state, county and city statutes in March, 2002. e Q Certificate No. 22962 QP pE W o Z 22962 p J sip F0l STE�� NqI LAB EXPIRES: 4 APR 03 VOL./PAGE CITYOF RENTON LAND RECORD No. LND- - REFERENCES 1. PLAT OF SUMMIT PARK, VOL. 173 PG. 11-14. 2. "ALTA SURVEY FOR ENVIRONMENTAL DEVELOPMENT OF THE SPRINGBROOK SITE" DATED 6/20/95, BY HANSEN SURVEYING. 3. KING COUNTY ENGINEERING DEPARTMENT SURVEY No. 31-23-5-7, "SPRINGBROOK ROAD S.192ND ST. - CARR ROAD" DATED MARCH 17, 1969. 4. CITY OF RENTON LOT LINE ADJUSTMENT No. LUA-96-004-LLA, RECORDED UNDER RECORDING No. 9609179003. 5. CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE ORDER No. 498709, DATED OCTOBER 6, 1999, AND SUPPLEMENTAL COMMITMENT DATED FEBRUARY 21, 2002. 6. KING COUNTY ASSESSOR'S MAP OF SE 31-23-5. 7. PLAT OF TALBOT RIDGE, VOL. 194/15--17. NOTES 1. CONTROLLING BOUNDARY DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. ALL MEASUREMENTS ARE IN U.S. FEET. 2. THE SURVEY ACCURACY FOR THIS LOT LIN'= ADJUSTMENT EXCEEDS THE REQUIREMENTS OF WAC 332-130-090. 3. ALL INFORMATION REGARDING RECORD EASEMENTS AND OTHER DOCUMENTS THAT MAY AFFECT THE QUALITY OF TITLE OF THE LOT LINE ADJUSTMENT SHOWN HEREON WAS OBTAINED FROM CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE ORDER No. 498709, DATED OCTOBER 6, 1999, AND SUPPLEMENTAL COMMITMENT DATED FEBRUARY 21, 2002. 4. SUBJECT TO CITY OF RENTON ORDINANCE No. 3790 ESTABLISHING SPECIAL ASSESSMENT DIS T Ri T FOR WATER SERVICE PER INS T RUMEi I RECORDED UNDER REC. No. 8403260504. 5. SUBJECT TO THE TERMS AND CONDITIONS OF LATECOMERS AGREEMENT RECORDED UNDER REC. No. 9505080322. 6. ANY STRUCTURES LOCATED WITHIN THIS LOT LINE ADJUSTMENT ARE TO BE REMOVED IN CONJUNCTION WITH THE SUBSEQUENT DEVELOPMENT HEREOF. N.E.1/4, S.E. 1/4, SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. DALEY-MORROW-POBLETE, INC. CUENT SCHNEIDER HOMES, INC. 726 AUBURN WAY N. AUBURN, WA. 98002 6510 SOUTHCENTER BLVD — TUKWILA, WA 98188 PHONE: (253)333-2200 (FAX)333-2206 PHONE No. (206) 248-2471 PROJECT Tt`� CITY OF RENTON ENGINEERING -SURVEYING LOT LINE ADJUSTMENT Q D LAND PLANNING SITE PLAN in corporntad DRIwN �JMB SMR scALE , D'"*'NC / 1 = 100 97390LLA SHEET ^PPRMW DATE 29 MAR 02 jjW 97390 1,, 2 `:\.p'<ce!Fcr._97390 cAraFFN O O C'7 CITY OF RENTON, KING OUNTY, WASHINGTON LOT LINE ADJUSTMENT No. LUA- - -LLA BRASS DISK, IN CONC., IN CASE (VISITED OCT 99) 2" IRON PIPE M (VISITED OCT 99) Cl N 31 N89'01'00"W 2347.10' MERIDIAN: C I WASHINGTON STATE PLANE NORTH ZONE, HPGN 83/91 , PER CITY OF RENTON 0+ SURVEY CONTROL NETWORK BASIS OF BEARINGS: THE LINE BETWEEN CITY OF RENTON z SURVEY CONTROL PT. 1872 & PT. 1227 BEARING N20'09'04"W GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. LEGEND (R.S.C.) CITY OF RENTON SURVEY CONTROL NETWORK (SR) KING COUNTY ENGINEERING DEPARTMENT SURVEY No. 31—23-5-7 (M) MEASURED (C) CALCULATED — — — LOT LINE TO BE ADJUSTED �-��— ADJUSTED LOT LINE I 30.00' EXISTING DIMENSION TO BE ADJUSTED BRASS DISK, • 32.99' ADJUSTED LOT DIMENSION IN CONC., IN CASE 6 (VISITED OCT 99) R.S.C. PT. No. 1227 1/4' BRASS PIN IN CON., IN CASE (VISITED FEB 98) N89'01'00'W 2639.61' 1297i _ .80' .I 22.07' 1319.80' — — — w rn I00 05 P W. LN., NE1/4, SE1/4, K z 31-23-5 TALB0T P AR A CONDOMINIUM VOL. 140/6--13 30.00' 30' I v S. LN , N. 5 ACRES, N 1 /2, N 1 /2, SE 1 /4, 31-23-5. U I QC� " Qff) In � O�� CO O' PARCEL "A" ADJUSTED AREA 226,498 SFf 5.20 AC. NW59'00'E 50.00' 13.00' LM O J!u I w N89P0100, W N00'59'00'E Q N 110.67' S7' ~MoL 90 801'0O'W Z o 16S 50' POINT OF BEGINNING NEW PARCEL "A" 30.00' /i 180' 17'04"(SR) L N00' 13'21 "E 1799.27'(SR) 88-39'52"(SR)- f� 1317.13'(SR) TR ACT A N89°01'00"W 11309.68' co 0 ^l T j�s,r8'W r2ss?� N8901'00'W 155.03' ADJUSTED LOT LINE 4 co If • • • I VOL. /PAGE CITY OF RENTON LAND RECORD No. LND- - N6B312,. W 1¢¢� 96 CALCULATED POSITION PER A.L.T.A. AND TOPOGRAPHICAL SURVEY rr cd FOR ENVIRONMENTAL DEVELOPMENT CO. OF THE SPRINGBROOK SITE" W BY HANSEN SURVEYING, DATED 6/20/95 =W 1 RIDGE GI -7 TAI-BGT E" 1 g4/1 5-1 VOL. 2Q 8 ri) 6 7 - 1 275.02' 609.74' R=25' l`' oI-r-_ R 25 r Z°Ss i \� o _ � W� TEMPORARY CUL-DE-SAC EASEMENT PER REC. No. 19990826000429 Q J_ z D PARCEL "Cw ADJUSTED AREA 405,395 SFf 9.31 AC. o w I z � � GOO __ Z I 105.01' — — — — — — — — — — -' — — — — — — — — — — N88'52'26_W 1303.42' _ _ S. LIN., N1/2, N1/2, SE1/4, SE1/4, 31-23-5 1198.41 ' EXISTING LOT LINE — — — — - — — — — I w TO BE ADJUSTED lorn Cl N89(A'00'W �Z 99.70' ��N88'50'18'1N 105.01' PARCEL "B" ADJUSTED AREA 236,701 SFt 5.43 AC. POINT OF BEGINNING PARCELS "B' AND "C" N 606.90' 1.81N88°55'1 2 "M 9 ,z-1 ' LIN., V I /2, N1/2, S1/2, NE1/4,I SE1/4, 31-2 -5 UNPLATITED 7N N N -0. M 1. °° l lr`o N8626'31 "W 2616.51' — — — _ �i 31 32 SOUTH 192ND ST. �02�3,35'E6 5 R.S.C. PT. No. 1872 • �25� 1/8' BRASS PIN N IN CONC., IN CASE (VISITED MAR 02) BRASS PIN, IN CONC., IN CASE CONC. W/CASE 10/15/99 N.E. 1/4, S.E. 1/4, SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. FDAERROW-POBLETE, INC. Meg SCHNEIDER HOMES, INC. P�� E • MpAUBURN WAY N. 6510 SOUTHCENTER BLVD, — TUKWILA, WA 98188 Q �F WURN, WA. 98002 333-2200 (FAX)333-2206 PHONE No. (206) 248-2471 ti o PRWECT 0 CITY OF RENTON LOT LINE ADJUSTMENT f�o�F22962 ��S�' ENGINEERING - SURVEYINGSITE PLAN T0N"LAND PLANNING DRAWN 8yJMB/SMR SCALE 1" = 100, DmwNo 9739OLLA 2 EXPIRES: 4 APR 03 SHEET APPROVED DATE 29 MAR 02 ''OBr 97390 OF 2 Q, -o; j -O4-5 I:\PR0JECT\.97390 CAMPEN VOL./PAGE p CITY OF RENTON, p KING COUNTY, WASHINGTON LOT LINE ADJUSTMENT C3� No. LUA-02-045-LLA DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. if itsj_ L-11j. ffimm �41 SCH-NEIDElfr HOM L.L . U.S. BANK NATIONAL ASSOCIATION A WASHINGTON LIMITED A NATIONAL BANKING ASSOCIATION LIABILITY COMPANY BY:11011f G- Pa6G BY: GERALD E. SCHNEIDER TITLE: V, P PRESIDENT STATE OF WASHINGTON) COUNTY OF )SS. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT GERALD E. SCHNEIDER __---_—A SIGNED THIS INSTRUMENT, ON OATH STATED THAT _YE_ WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _____eaE IT—__ OF SCHNEIDER HOMES IL L.L.C. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED_L�u�T _�2.2.0, SIGNATURE 0 "' NOTARY PUBLI MY APPOINT EXPIRES-1 PRINTED N OF ram, NOTARY PUBLIC_-) I A&MA119 M.AlaIr STATE OF WASHINGTON) COUNTY OF__) )SS. I CER I t4 T I K NOW OR HAVE SATISFACTORY EVIDENCE THAT 1 L_ --------- SIGNED THIS INSTRUMENT, i vwi i !A;Eef THAT s4.'�` :1! S BUT OP! ED TO, E;� `'; ?H INSTRUMENT AND ACKNOWLEDGED IT AS THE _�JLG �Y'tSidlly� OF U.S. BANK NATIONAL ASSSQCIATION TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. �� SIGNATURE NOTARY PUBLICn�':. MY APPOINTME EXPIRES_=j2_72_— A2!�P PRINTED NAME OFv dy a•67-fib NOTARY PUBLIC_ i- u t -� • •� V4-o' APPROVALS APPROVED THIS -Z2 DAY OF - A,4-7__,20oz. -- , _Al�k City of Renton Administrator Planning/Building/Public Works Department KING COUNTY DEPARTMENT OF ASSESSMENTS Examined and approved this __ day of -_______- 20-- ------------------- ------------ ----------- King County Assessor Deputy King County Assessor APPROVAL NOTES: APPROVAL OF THIS LOT LINE ADJUSTMENT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT. EXISTING LEGAL DESCRIPTIONS PARCEL A. 651,294 SFt 14.95 AC. THAT PORTION OF THE NORTH HALF OF THE NORTH HALF OF IN SOUTHEAST QUARTER OF SECIION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, 'WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THI EAST MARGIN OF KENT-RENTON ROAD (TALBOT ROAD S.),- EXCEPT THE NORTH 5 ACRES THEREOF. PARCEL B: 202,970 SFt 4.66 AC. THE NORTH HALF OF THAT PORTION OF THE NORTH HALF OF Tht SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARIER OF SECTION 31, OWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, ► ASHINGTON, LYING EASTERLY OF THE EAST MARGIN OF COUNTY ROAD No. 80 "TALBOT ROAD S.); EXCEPT THE WEST 105 FELT OF THAT PORTION LYING NORTH OF IHE SOUTH 30 FEET THEREOF. PARCEL C; 14,331 SFt 0.33 AC. THE WESI 105 FEET OF THE NORTH HALF OF IHAT PORIION Of HE NORTH HALF OF THE SOUI!; HALF OF THE NORTH HALF' OF THE SOUTHEAST QUAk FR OF SECTION 31, TOWN`,' TIP 23 NORTH, RANCE 5 EAST W!! ! AMFTTE MERIDIAN A KING COUNTY, 1irvJi iNVli 1 _, Li i'i; LAS; D1LI O TI IE LAii rs R, !N QF CO','NT) OAD N10. SO (TALBOT f= >D S.); EXCEPT Tlit SOUTH 30 FEET THEREOF. CITY OF RENTON LAND RECORD No. LND 30-0242 REFERENCES 1. PLAT OF SUMMIT PARK, VOL. 173 PG. 11-14. 2. "ALTA SURVEY FOR ENVIRONMENTAL DEVELOPMENT CO. OF THE SPRINGBROOK SITE" DATED 6/20/95, BY HANSEN SURVEYING. 3. KING COUNTY ENGINEERING DEPARTMENT SURVEY No. 31-23-5-7, "SPRINGBROOK ROAD 5.192NO ST. - CARR ROAD" DATED MARCH 17, 1969. 4. CITY OF RENTON BOUNDARY LINE ADJUSTMENT No. LUA-96-004-LLA, RECORDED UNDER RECORDING No. 9609179003. 5. CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE ORDER No. 498709, DATED OCTOBER 6, 1999, AND SUPPLEMENTAL COMMITMENT DATED FEBRUARY 21, 2002. 6. KING COUNTY ASSESSOR'S MAP OF SE 31-26-5. 7. PLAT OF TALBOT RIDGE, VOL. 194/ 15-17. NOTES 1. CONTROLLING BOUNDARY DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. THE SURVEY ACCURACY FOR THIS LOT LINE ADJUSTMENT EXCEEDS THE REQUIREMENTS OF WAC 332-130-090. 3. ALL INFORMATION REGARDING RECORD EASEMENTS AND OTHER DOCUMENTS THAT MAY AFFECT THE QUALITY OF TITLE OF THE LOT LINE ADJUSTMENT SHOWN HEREON WAS OBTAINED FROM CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE ORDER No. 498709, DATED OCTOBER 6, 1999, AND SUPPLEMENTAL COMMITMENT DATED FEBRUARY 21, 2002. 4. SUBJECT TO CITY OF RENTON ORDINANCE No. 3790 ESTABLISHING SPECIAL ASSESSMENT DISTRICT FOR WATER SERVICE PER INSTRUMENT RECORDED UNDER REC. No. 8403260504. 5. SUBJECT TO THE TERMS AND CONDITIONS OF LATECOMERS AGREEMENT RECORDED UNDER REC. No. 9505080322, AND AMENDED BY ASSIGNMENT AND CORRECTION OF LATECOMERS AGREEMENT RECORDED UNDER REC. No. 9710140140. 6. ANY STRUCTURES LOCATED WITHIN THIS LOF LINE ADJUSTMENT ARE TO BE REMOVED IN CONJUNCTION WITH THE SUBSEQUENT DEVELOPMENT HEREOF. 7. ADJUSTED LOT CORNERS WILL BE STAKED WITH 1/2" BY 24" REBAR AND PLASTIC CAP STAMPED "DMP INC PLS 22962" OR OTHER APPROPRIATE MEANS UPON THE COMPLETION OF THE DEVELOPMENT OF CAMPEN SPRINGS APARTMENTS N.E. 1/4, B.E. 1/4, 8ECTION 31, TOWS 23 NORTH, RANCIE 5 EAST, W.M. RECORDING NO. DALEY—MORROW—POBLETE, INC. c"f"` SCHNEIDER HOMES, INC. r5: E k Gib O 726 AUBURN WAY N. AUBURN, WA. 98002 6510 SOUTHCENTER BLVD. - TUKWILA, WA 98188 r WAS /f� PHONE: (253)333-2200 (FAX)333-2206 PHONE No. (206) 248-2471 � Rt RECORDS R'S CERTIFICATE __ �____ __ LAND SURVEYOR'S CERTIFICATE _ Filed for record this day of _ 20 — aL__M This LOT LINE ALUIJSTAIENT correctly represents a survey made by me or under my direction in I - I PRcuecr CITY OF RENTON I in book of of page _ at the request of conformance with the state, county and city statutes LOT LINE ADJUSTMENT __ _ in June, 2002.d� 6 �, ENGINEERING — SURVEYING Q D SIITE PAN PAUL E. MORROW /0 Nq C LAND PLANNING SURVEYOR'S NAME L pN`1 incorporated ALE DRANYNG DRAWN BrJMB =- SMR 1" = 100' 97390LLA,EC, 1 ----- --_ — ___-----___—�� -- EXPIRES: 4 APR 03 APPROA wre Joe/ 2 27 JUN 02 97390Of Certificate No. 22962 Algr. Supt. of Records I:\HCyUJF.;:!�;A739+) i°OJ,tFt~Si p CITY OF RENTON, C) KING COUNTY, WASHINGTON co LOT LINE ADJUSTMENT N 0) 1 No. LUA-02-045-LLA MERIDIAN WASHINGTON STATE PLANE NORTH ZONE, HPGN 83/91 , PER CITY OF RENTON SURVEY CONTROL NETWORK BASIS OF BEARINGS - THE LINE BETWEEN CITY OF RENTON SURVEY CONTROL PT. 1872 & PT. 1227 BEARING N20'09'04'W GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch — 100 ft. BRASS DISK, IN CONC., IN CASE (VISITED OCT 99) g� 2* IRON PIPE ~' (VISITED OCT 99) N89'01'001W 2347.10' I I I ml LEGEND (R.S.C.) CITY OF RENTON SURVEY CONTROL NETWORK 30.00' 3299' KING COUNTY ENGINEERING DEPARTMENT SURVEY No. 31-23-5-7 MEASURED CALCULATED LOT LINE TO BE ADJUSTED ADJUSTED LOT LINE EXISTING DIMENSION TO BE ADJUSTED ADJUSTED LOT DIMENSION rn wl N g BRASS DISK, Em"M IN CONC., IN CASE 6 (VISITED OCT 99) N89'01'00'W 2639.61' — 22.07' I� N � I C W. LN., NE 1 /4, SE 1 /4, 31-23-5 30.00' i LYING E. OF 1 PAR ADJI 226.49 U iD d O 'Coo. 'f N C�r�yq, (D I cD Ld J co (D m D^ ccco c0 F- W I LLJ c N8g'01'0( O o N a)110.6T M o 011J I Z g c. 105.01' �W 30.00 180-17'04"(SR) N00' 13'21 "E 1799.27'(SR)--. 88'39'52"(SR)- J 1317.13(SR) R.S.C. PT. No. 1227 1/4- BRASS PIN IN CON., IN CASE (VISITED FEB 98) 1319.80' TP.Lg0T PARK CONDOMINIUM .Ini _ 140/6—'13 N88'50'18"W NW 26'31-W 2616.51' SOUTH 55th STREET (SOUTH 192ND ST.) b. LN., N 1 /2, N 1 /2, S 1 /2, N 1 /2,1 UNPLAT, DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN, WA. 98002 PHONE: (253)333-2200 (FAX)333-2206 incorporoted N683j21 w 2 (n wJll VOL./PAGE CrTY OF RENTON LAND RECORD No. LNO 30-0242 �,ALCULATED POSITION PER � m A.LT.A. AND TOPOGRAPHICAL SURVEY FOR ENVIRONMENTAL DEVE4OPAENT CO. OF THE SPRING8ROOK SITE BY HANSEN SURVEYING, DATED 6/20/95 RIDGF- R.S.C. PT. No. 1872 - M ' 1/8" BRASS PIN N IN CONC., IN CASE (VISITED WAR 02) BRASS PIN, IN CONC., IN CASE CONC. W/CASE 10/15/99 — N.E. 1/4, BE. 1/4, SECTION 31, TOWNSW 23 NORTH, RANGE 5 EA87r, W.M. PKULICT SCHNEIDER HOMES, INC. 6510 SOUTHCENTER BLVD. — TUKWILA, WA 98188 PHONE No. (206) 248-2471 CITY OF RENTON LOT LINE ADJUSTMENT SITE PLAN DO"" 9''JMB SMR SCALE 1" = 100, D""" 9739OLLA 2 srtEEr _-- �P`�L' °ATE 27 JUN 02 JOe/ 97390 or __-_2 I:\PRWECT\97390 CMAPEN CAIN4 N SPRINGS APARTMENTS NORTH a Swale Cross Section Drawings C7 Plan View BUILDER'S COPY THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BE OCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTON BUILDING DIVISION & RECEIPT OF CERTIFICATE OF OCCUPANCY. PBPV,'206 0 15 30 60 90 120 SCALE: 1 " = 30' - APPRO',!AL SHALL NOT BE CONSTRUED AS THE AUTHORITY TO VIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES, OR OTHER REGULATIONS ENFORCED BY THIS CITY i DATE! V" APPROVED BY PERMIT# . PBPW2-05 10199 �a 1 1 ff i J I �IT t(G R.,, n AUG 15 2000 BUILDING DIVISION NO DATE By REVISION j z WS L W CA +t, N O ��w N Lo \ r✓ A C73 �0 z �� V V1 0 tr1 o `� W --a z U 0 N 0 W M • U) • r E, O u (n v' w N z x_ 7 w C7, x4-j O .o U w- Af z a o mom w� a L, z x z U w �I J a v J � CJ CL >; Q� W O 44 U ❑O .� U Q 4� 'z •/ U w W W " a ¢ E- C c M w cN U � o 21 IT 0 NORTH CAM N SPRINGS APARTMENTS Swale Cross Section Drawings 200 I& 170 IM00 150+00 151+00 152+00 170 10O EitYT�i atZ,RP E f•:.i'4 141 v A - A' Cross Section U-1 FUTURE BLDG. S/W RAMP � . _ ..-.___. ._,. ._......._ _...__... ..... H.C. ACCESS. 12:1 MAX. _.._.. _., ._ _._....�...—.. (SEE PLAN) F.F.=187.51 _ EDGE OF DRJ W4 ga. 25' BUFFER BASEMENTROCKEfZY i 25' EXISTING GROUND ., BUFFER I FORESTED AND! SCRUB _Sf+RUB-ZOWVE_.._ / 30' R/W EMERGENT ZONE / FORESTED AND SCRUB SHRUB ZONE �-—r- EMERGENT Dispersion trench, vvra _l _ . __ - ER6ZONE _ ' drais to � pplemenl (see detail ..•._,_. _...._. _�_.__.._____�.__._-.._.._�. 27.5' / e' w1oE- � ' ter collected from roof wetland hydrology. ____.--_._.._. • FUTURE � ` POND •NNL� w^ FINISH x/ sue'-••'_•"�--- f , "' ` Pt7N0 BOTi W.S 1e�,t9 Break in slope cause allowing for developpnent water to collect of proper hydrologic • JT 1E2.10 conditions. Water leN+el within pond to remain constant Water table into will- extend side slope creating k ydrologic conditions. 160+00 161+00 B - B' Cross Section 162+00 Dispersion Trench Detail UJ ,� rV . -4" perforated pipe min _ 18" min .,yYr•�'`.`•�`'�'s 1 1/2"-3/4" washed rock 18" l h 24" min thin - Hydrologic Functions The 1987 Army Corps of Engineers Wetland Delineation manual requires inundation, flooding, or saturation to the surface for at least 5 % to 12.5 % of the growing season to satisfy the hydrology requirements for jurisdictional wetlands (COE, 1987). In western Washington, wetland hydrology is typically present between the months of December and May. The growing season can either be defined by the number of frost -free days (temperatures above 28°f), or the period during which the soil temperature at a depth of 19.7 inches is above biological zero (41 °F). Wetland hydrology will be provided in the emergent zone by the controlled water level maintained in the pond and roof drain run off. A persistent water table will be present in the emergent zone. Water will be directed from roof drains into the dispersion trench supplementing the wetland hydrology. A dispersion trench will be located at the break in slope between the buffer and forested wetland (see detail). Surface flow will collect at the break creating saturation to the soil surface for the duration required for jurisdictional wetlands. RESTED AND f SCRUB SHRB ZONE_...~EXISTIN -�- M EMERGENT Z E E ZONE �/ GROUND SCROBESHRDB ZD� RSTE ONE7 ` EMERGENT ONE EME Z C' STA. 20+87.64, 69.19' LT. "126.3 _ 12 INLET 16 LET 8.19 — f- .' - LF 12"'_ / 126 3 T °"°-•��... .I: 1ID 1 58 32.5'� m T�- tv - _ ---?TN RTSAb FORESTED Y GRADE AT CB � � SCRU Yu~ E BUFFER; EMERGENT � _..1 • - �-� 'C' STA. _ ANB' `� — 13...SH ZON RQb E ZONE 20+83.10 57.04' RT. EXISTING GROUND _ FO TAND --.._ SCRUB SHRU -ZANE--- 1 ! �i EMERGENT ZONE ''"' 'TALBOT' STA. 119+37.70, 78.14' RT. 25' BUFFE R 37'. � -- -- c 25' BUFFER • POND ti N,- .. O MAX. W.S. = 186.19 - ; --- --- .. .. ..._...- -..._.. . _ ......... „r''y ,, , -�� __,.. I 25 V78.5, _ OUTLET __-._,, I_._ _ ,; - - $ 164.19 12" INLET s 162.19 FOND V1,lAX W 5- T64 i9 m.. i. ' ! • 'C' STA. 20+89.91, 75.26' 'LT. BUFFER LF 12 CPEP ®• 2.55 82.5 LF 12" CPEk� 0 6.40X ..._ ..�sr CB NO. 3, TYPE I f.y .<..............:�.�5> .:_ ; .............; .. ..- .. r. � 5 ' f �,i 12 OUTLET = 164.19 _. -. f _ C/5 a 'S A.F2+0C 81TT2�.50 RT. RIM = 169.19 W/SOLID LOCKING LID 62.93 RT. •° O 6 I - LE. 166.19 - j OUTLET _ , 6219 _-- —._.-.— a■ n ^� •- ai n n a o n F• rcs n u1 n� CB NO. 5 - CONTROL STRUCTURE, TYPE II' - 54' 'TALBOT' ,STA. 118+87,53, 52.84' RT, 1 RIM 165.86 0% ` 00 1+t 00 . 14 00 143 00 d a o 96 $4 IN I.E. 156.84 OUT a ORIFICE = 154.84 m asi zd t C - C' Cross Section 170 150 150 to Roof Drains AUG � v 7UUV BUILDING fa Vl ili» F,a NO DATE BY REVISION U Z Now U) W N N ^~ k o�rq r N r 1cl� V ^ M Ile) A� CC3 au Z � 3 E 0 W 0 W' z . U a, .n o > C N In 0 W M • U) • 0 U Z U W ZN � t1A W 'Q ct t 0 ct Q o� S ctl O F Z� W - Cn W a" Zr x� U Z U° o W U) " a U au U u Im Q L W W L W UCn x pa Q V �o xo Z N i Z 9 O Z a AREA IV AREA III 10 wi- SP_R,,_l1NGS TEJ? BL VD "T� TON 90' 18 8 S E 9 R pDi C � ARR E. 182ND ST ".E. 186 TH ST S.E. 187TH ST. w vi w Q S.E. 188TH PL 0 N S.E. 190TH S1� S.E. 190TH ST. O J ci S-E. 192ND ST. S.E. 192ND IST. V1C11A1"1'Y MAP N. T. ,S. AREAS OVERLAP � i I-_ AREA KEY MAP (KEY TO SHEETS) 1" = 100' AREA I AREA II CIVIL DRA WINGS (DMP_, INC.) SHEET No. TITLE A A / -7 P R\_ TIM J _j N T S 1 of 33 COVER SHEET 2 of 33 EXISTING CONDITION PLAN 3 of 33 HORIZONTAL SITE PLAN 4 of 33 COMPOSITE UTILITY PLAN 5 of 33 TALBOT ROAD S. (NORTH HALF) IMPROVEMENT PLAN, PROFILE. AND DETAILS 6 of 33 TALBOT ROAD S. (SOUTH HALF) IMPROVEMENT PLAN, PROFILE AND DETAILS 7 of 33 ROAD AND STORM PLAN - AREA I 8 of 33 ROAD AND STORM PLAN - AREA II 9 of 33 ROAD AND STORM PLAN - AREA III 10 of 33 ROAD AND STORM PLAN - AREA IV 11 of 33 ROAD AND STORM PROFILE - ALIGNMENT 'A' 12 of 33 ROAD AND STORM PROFILE - ALIGNMENT 'B' 13 of 33 ROAD AND STORM PROFILE - ALIGNMENT 'C' 14 of 33 ROAD AND STORM PROFILE - ALIGNMENT 'D' 15 of 33 ROAD AND STORM PROFILE - ALIGNMENTS 'E' AND 'F' AND DETAILS 16 of 33 ROAD AND STORM PROFILE - ALIGNMENTS 'H' AND 'I' AND DETAILS 17 of 33 ROAD AND STORM PROFILE - ALIGNMENTS 'G', V AND 'K' AND DETAILS LEGAL DESCRIPTION PARCEL A COMMENCING AT THE NORTHEAST CORNER OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE SOUTH 01'13'40" WEST ALONG THE EAST LINE OF SAID SUBDIVISION A DISTANCE OF 167.26 FEET TO THE SOUTH LINE THEREOF; THENCE NORTH 88'50'18" WEST ALONG SAID LINE A DISTANCE OF 1301.37 FEET TO THE EAST MARGIN OF KENT-RENTON ROAD, A.K.A. TALBOT ROAD, A.K.A. COUNTY ROAD No. 80; THENCE NORTH 00'30'20" EAST ALONG SAID MARGIN A DISTANCE OF 32.98 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89'01'00" EAST A DISTANCE OF 99.74 FEET; THENCE NORTH 00'59'00" EAST A DISTANCE OF 299.83 FEET; THENCE SOUTH 89'01'00" EAST A DISTANCE OF 110.67• FEET; THENCE SOUTH 00'59'00" WEST A DISTANCE OF 48.57 FEET; THENCE SOUTH 89'01'00" EAST A DISTANCE OF 166.50 FEET; THENCE NORTH 00'59'00" EAST A DISTANCE OF 157.90 FEET; THENCE NPRTH 89'01'00" WEST A DISTANCE OF 13.00 FEET; THENCE NORTH 00'59'00" EAST A DISTANCE OF 50.00 FEET; THENCE SOUTH 89'01'00" EAST A DISTANCE OF 52.35 FEET; THENCE SOUTH 71*16'18" EAST A DISTANCE OF 129.62 FEET; THENCE SOUTH 89'01'00" EAST A DISTANCE OF 155.03 FEET; THENCE NORTH 00'59'00" EAST A DISTANCE OF 210.67 FEET TO THE SOUTH LINE OF THE NORTH 5 ACRES OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 31; THENCE NORTH 89'01'00" WEST ALONG SAID LINE A DISTANCE OF 700.00 FEET TO THE EAST MARGIN OF KENT-RENTON ROAD, A.K.A. TALBOT ROAD, A.K.A. COUNTY ROAD No. 80; THENCE SOUTH 00'30'20" WEST ALONG SAID MARGIN A DISTANCE OF 630.35 TO THE POINT OF BEGINNING. 226,532 sq. ft. (5.20 oc.) MORE OR LESS PARCEL B 18 of 33 T F.S.C. PI AN - AREA I AND DETAILS 19 of 33 T.E.S.C. - AREA II AND DETAILS 20 of 33 T.E.S.C. PLAN - AREA III AND DETAILS 21 of 33 T.E.S.C. PLAN - AREA IV 22 of 33 SEWER AND WATER PLAN - AREA I 23 of 33 SEWER AND WATER PLAN - AREA II 24 of 33 SEWER AND WATER PLAN - AREA III 25 of 33 SEWER AND WATER PLAN - AREA IV 26 of 33 SEWER AND WATER PROFILE - ALIGNMENT 'A' 27 of 33 SEWER AND WATER PROFILE - ALIGNMENT 'B' 28 of 33 SEWER AND WATER PROFILE - ALIGNMENT 'C' 29 of 33 SEWER AND WATER PROFILE - ALIGNMENT 'D' 30 of 33 SEWER AND WATER PROFILE - ALIGNMENTS 'E' AND 'F' AND DETAILS 31 of 33 SEWER AND WATER PROFILE - ALIGNMENTS 'H' AND '1' AND DETAILS 32 of 33 SEWER AND WATER PROFILE - ALIGNMENTS 'G', V AND 'K' AND DETAILS 33 of 33 TREE REMOVAL AND LAND CLEARING PLAN CIVIL DRAWINGS (BY OTHERS) SHEET No. TITLE S1.O,S2.0,S3.0,S4.0 DETENTION VAULT S5.0,S5.1 WATER FEATURE RETAINING WALLS S5.2 SITE RETAINING WALLS W1.0 ULTRABLOCK GRAVITY WALL SECTIONS COMMENCING AT THE NORTHEAST CORNER OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE SOUTH 01'13'40" WEST ALONG THE EAST LINE OF SAID SUBDIVISION A DISTANCE OF 167.26 FEET TO THE SOUTH LINE THEREOF; THENCE NORTH 88'50'18" WEST ALONG SAID LINE A DISTANCE OF 606.90 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID LINE A DISTANCE OF 694.47 FEET TO THE EAST MARGIN OF KENT-RENTON ROAD, A.K.A. TALBOT ROAD, A.K.A. COUNTY ROAD No. 80; THENCE NORTH 00'30'20" EAST ALONG SAID MARGIN A DISTANCE OF 32.98 FEET; THENCE SOUTH 89'01'00" EAST A DISTANCE OF 99.74 FEET; THENCE NORTH 00'59'00" EAST A DISTANCE OF 299.83 FEET; THENCE SOUTH 89'01'00" EAST A DISTANCE OF 110.67 FEET; THENCE SOUTH 00'59'00" WEST A DISTANCE OF 48.57 FEET; THENCE SOUTH 89'01'00" EAST A DISTANCE OF 166.50 FEET; THENCE NORTH 00'59'00" EAST A DISTANCE OF 157.90 FEET; THENCE NORTH 89'01'00" WEST A DISTANCE OF 13.00 FEET; THENCE NORTH 00'59'00" EAST A DISTANCE OF 50.00 FEET; THENCE SOUTH 89'01'00" EAST A DISTANCE OF 52.35 FEET; THENCE SOUTH 71 *16'18" EAST A DISTANCE OF 129.62 FEET; THENCE SOUTH 89'01'00" EAST A DISTANCE OF 155.03 FEET; THENCE SOUTH 00'59'00" WEST A DISTANCE OF 454.80 FEET; THENCE SOUTH 00'59'00" WEST A DISTANCE OF 694.47 FEET TO THE POINT OF BEGINNING. 236,700 sq. ft. (5.44 ac.) MORE OR LESS CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date RECOMMENDED FOR APPROVAL BY BY BY f ' Oql WASy��c� o N z 13258 s S T s*NA L ECG EXPIRES 9 JAN 2000 DATUM: CITY OF RENTON (NAVD 88) ELEVATION: 121.30 BENCHMARK: BM #2132 - CITY OF RENTON 3" BRASS DISK STAMPED "KC-F-11 1993" IN CONCRETE SIDEWALK AT THE NW COR. OF SW 43rd ST (S 180th ST) AND TALBOT ROAD S, ADJACENT TO VALLEY GENERAL HOSPITAL. DALEY-MORROW-POBLETE, INC. 1215 CENTRAL AVENUE SOUTH, SUITE 133 KENT, WASHINGTON 98032 PHONE: (253) 854-9344; FAX: (253) 254-6663 incorporated ENGINEERING - SURVEYING LAND PLANNING I �Co z Co W O m C9 CrD a L- �v w�W.T E g � 3Q U �W d c �E 3E prN �; I •C 00 a� I W Q m Z 0 V) O Z Q a b F / ------------------------------ _ __--- ---- / �� t_—�—I — — -- -—D - ------ _ ----- _ _ •_.1=9 O�—OOMW — 700.00'. _— _ __- — .__.--FIY SD_ — —. -._-RIScov ol i l 31205-9048 267098 S.F. I , , 6.134 AC. S89'0100"E '1 1 52.35' i I - w \� O EXISTING WET1 AND BUFFER to o I 1 0100-"-E1t1-5-5-.03' i QEXISTING WETLAN� LIMIT S8s*01'oo0 .0Lo O �� I Q O I t EXISTING G.AVEL 1 01 I I ' CONSTRUCTION �to - 1 t I — ACCESS ROAD 1;' �I 1 i O I (` 88! '� rn / I i �'- ' (/) i Sp �_ EX. SD tLo o ,' ; , 1 �. ' 1 , m ( - EX T -_ _;_89.01'00"t= 11 67' — - - ' I ; i I II I O 0) J '` x. — — ( Lu 1 I i F-+ +• I o I ' 908 TALBO i 'm ►�, -�_ - , o. �' T ROAD S. , � w I,p� O - - - ! � RENTON, WA. 98055 � � � � ; 10 , � c"tLo N_O / Z S89'Ot'00"E 166.50 ' / , I I 11 Z W w I M1 � '1 I' I � n O I I I I I I }Z S I N j 1 I 00 I i I I } 0 O 1 , � - � � , I 1 lq I i � ,Z ' t= 1 I \ I\ 1 IJ W I I 'EXISTING WETLAND III`�Ep � • ! ETLA II I x I EXISTING WETLAND LIMIT I 1 i 1 I 31205-9038 ' I I I 1 187135 S.F. I I , 4.30 At. fi I I I ' S89'01'00"E 99.74' I 1 10, -4 TF 8 W 694.47' a � o _ i s tiZZti 1 I , h EXISTING CONDITIONS SCALE: 1 " = 50' RECOMMENDED FOR APPROVAL BY BY BY \A\ N L . 04 . pF W A S,y� F` �_A o Cn — z _a 13258 0 �� S FC / S T ERE s/DNA L ECG EXPIRES 9 JAN 2000 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 It.. DALEY-MORROW-POBLETE, INC. 1215 CENTRAL AVENUE SOUTH, SUITE 133 KENT, WASHINGTON 98032 PHONE: (253) 854-9344; FAX: (253) 254-6663 l D� ENGINEERING -SURVEYING ' lu'' LAND PLANNING incorporated I I o o J � W 0-4CO �01- ►--a O N O W L- mo o� C) O o •E 3� U E Li F--t Q- a 0c cFFc C \E c rn c o, ow a� m z 0 6 z -w vw 1 V t1 SITE PLAN SCALE: I" = 50' ALL ALIGNMENTS AND BUILDINGS ARE GENERALLY PARALLEL AND PERPENDICULAR TO THESE TWO LINES RECOMMENDED FOR APPROVAL BY_ BY BY iVllCR0r-UAA1=i 0 0 r� �i In r es I CQ o o z Lw w o OLd U r� �i W E- wry, o � L- a° vv o� w � m Y �E o O 3Q :aw w as `./ c v r� c :� I •c rn 00 c� cr a 0- Q w 0 9-_ z 0 O z u 0 8 N89'01'00"W COMPOSITE UTILITY PLAN SCALE: 1 " - 50 L__j L-J 1 1 I 1 1 I 1 1 I 1 1 1 1 1 1 1 I I 1 1 i I 1 1 I 1 1 I 1 1 I 1 to I Co to 1 1 1 0 1 0 I rn ;n 0 1 0 1 7 1 1 1 1 I 1 1 I 1 1 1 1 I 1 1 I 1 1 I 1 1 I LEGEND STORM PIPE — — — — — WATER PIPE - - - - -- - - - - - - - - - SEWER PIPE RECOMMENDED FOR APPROVAL BY BY BY 04 pF W A Sy lFi Nt o �o 13258 0 �� FJ F0/SIE��` �IONA L E� 1 -Tv EXPIRES 9 JAN 2000 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. DALEY-MORROW-POBLETE, INC. 1215 CENTRAL AVENUE SOUTH, SUITE 133 KENT, WASHINGTON 98032 PHONE: (253) 854-9344; FAX: (253) 254-6663 � ENGINEERING - SURVEYING LAND PLANNING incorporated UA-©a -&yq5 M 49 �m m NE J J N �Q rn m N0�mZ Z 49LL;NO A U V F�NC7 N�amM Y CITY OF RENTON, KING COUNTY, WASHINGTON LOT LINE ADJUSTMENT No. LUA-02-045-LLA DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. AAA" I A -A U_ A110 "I SCHNEID OM L.L.C. U.S. BANK NATIONAL ASSOCIATION A WASHINGTON LIMITED A NA ONAL BANKING ASSOCIATION LIABILITY COMPANY BY: �e ly L.'Uee, BY: GERALD E. SCHNEIDER TITLE: PRESIDENT STATE OF WASHINGTON) COUNTY OF �'> ) )SS. 1 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT __ _ GERALD E._SCH--------- SIGNED THIS INSTRUMENT, ON OATH STATED THAT -HE- WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ___ P_ RU.IQ._NI OF SCHNI IDER HOMES IL LL.C. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED _L! U& /21 201AZ_ SIGNATURE 0 •'- '' NOTARY PUBLI MY APPOINT EXPIRES___ PRINTED N OF /�� NOTARY PUBLIC- �1LL STATE OF WASHINGTON) )SS. COUNTY OF —) I CER I—Y `j HAT L TCpvW Urt IviYt SAi i irAC i vN.Y cYiGEiv E THAT _ �l_� �-�iCr—__--------- SIGNED THIS INSTRUMENT, ON OATH STATED THAT SHE_ WAS AUTHORIZED TO, EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE __V_je, &SS'od ru L_ OF U.S_ BANK NATIONAL ASSQCIADQN TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. ^� �R r` 0'r i DATED- --- ¢y v- Q SIGNATURE NOTARY PUBLIC k'� �ii ; MY APPOINTME EXPIRES_3=j2_77= 0L' �V PRINTED NAME OF NOTARY PUBLIC-YL!- << •� V �7� • 07.Ob -� 4/ 1v" - '' 001 APPROVALS APPROVED 1THIS 20 DAY OF - A'4_AMrt__,20oz. City of of Renton Administrator Planning/Building/Public Works Department KING COUNTY DEPARTMENT OF ASSESSMENTS Examined and approved this U day of AugU5+ _-, 200Z King County Assessor Deputy King County Assessor 4 t -7 -An C _ Qn� st 0r)ACL 0 0^ Q -7 APPROVAL NOTES: APPROVAL OF THIS LOT LINE ADJUSTMENT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT. RECORDING NO. RECORDER'S CERTIFICATE Filed for record this day of in book —_— of _ at page Mgr. PAUL E. MORROW SURVEYOR'S NAME 20 _ at�_M at the request of Supt. of Records EXISTING LEGAL DESCRIPTIONS PARCEL A: 651,294 SFi 14.95 AC. THAT PORTION OF THE NORTH HALF OF THE NORTH HALF OF oi[ SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, A KING COUNTY, WASHINGTON, LYING EASTERLY OF kt EAST MARGIN OF KENT-RENTON ROAD (TALBOT ROAD S.); EXCEPT THL NORTH 5 ACRES THEREOF. EMCEL B 202.9'/0 SFi 4.66 AC. THE NORTH HALF OF THAT POR11ON OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTH! HALF OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EAST MARGIN OF COUNTY ROAD No. (i0 (TALBOT ROAD S.); EXCEPT THE WEST 105 FEET OF THAT PORTION LYING NORTH OF THE SOUTH 30 FEET THEREOF. PARCEL C: 14,331 SFt 0.33 AC. THE WEST 105 FEET OF THE NORTH HALF OF THAT PORTION THE NORTH HALF OF THE cni iT Fsr, F OF TIiF N, RTH Hk, F CF THE SOU'HEAST „"AATER OF SECTION 31, TOWN' IP 23 NORTH, RANGE 5 EAST, WILLAMETiE MERID6�.� IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EAST MARGIN OF COUN Y ROAD No. 80 (TALBOT ROAD S.); EXCEPT THE SOUTH 30 FELT THEREOF. LAND SURVEYOR'S CERTIFICATE This LOT UNE ADJUSTMENT c �rrectly represents a survey made by me or un,:cr my direction in conformance with the state, county and city statutes in June, 2002. Certificate No. 22962 VOL./AGE REFERENCES 1. PLAT OF SUMMIT PARK, VOL. 173 PG. 11-14. 2. "ALTA SURVEY FOR ENVIRONMENTAL DEVELOPMENT CO. OF THE SPRINGBROOK SITE" DATED 6/20/95, BY HANSEN SURVEYING. 3. KING COUNTY ENGINEERING DEPARTMENT SURVEY No. 31-23-5-7, "SPRINGBROOK ROAD S.192ND ST. - CARR ROAD" DATED MARCH 17, 1969, 4. CITY OF RENTON BOUNDARY LINE ADJUSTMENT No. LUA--96-004-LLA, RECORDED UNDER RECORDING No. 9609179003. 5. CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE ORDER No. 498709, DATED OCTOBER 6, 1999, AND SUPPLEMENTAL COMMITMENT DATED FEBRUARY 21, 2002. 6. KING COUNTY ASSESSOR'S MAP OF SE 31-23-5. 7. PLAT OF TALBOT RIDGE, VOL. 194/ 15-17. NOTES 1. CONTROLLING BOUNDARY DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. ALL MEASUREMENTS ARE IN U.S. ` �icv rrrT 2. THE SURVEY ACCURACY FOR THIS LOT LINE ADJUSTMENT EXCEEDS THE REQUIREMENTS OF WAC 332-130-090. 3. ALL INFORMATION REGARDING RECORD EASEMENTS AND OTHER DOCUMENTS THAT MAY AFFECT THE QUALITY OF TITLE OF THE LOT LINE ADJUSTMENT SHOWN HEREON WAS OBTAINED FROM CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE ORDER No. 498709, DATED OCTOBER 6, 1999, AND SUPPLEMENTAL COMMITMENT DATED FEBRUARY 21, 2002. 4. SUBJECT TO CITY OF RENTON ORDINANCE No. 3790 ESTABLISHING SPECIAL ASSESSMENT DISTRICT FOR WATER SERVICE PER INSTRUMENT RECORDED UNDER REC. No. 8403260504. 5. SUBJECT TO THE TERMS AND CONDITIONS OF LATECOMERS AGREEMENT RECORDED UNDER REC. No. 9505080322, AND AMENDED BY ASSIGNMENT AND CORRECTION OF LATECOMERS AGREEMENT RECORDED UNDER REC. No. 9710140140. 6. ANY STRUCTURES LOCATED WITHIN THIS LOT LINE ADJUSTMENT ARE TO BE REMOVED IN CONJUNCTION WITH THE SUBSEQUENT DEVELOPMENT HEREOF. 7. ADJUSTED LOT CORNERS WILL BE STAKED WITH 1/2" BY 24" REBAR AND PLASTIC CAP STAMPED "DMP INC PLS 22962" OR OTHER APPROPRIATE MEANS UPON THE COMPLETION OF THE DEVELOPMENT OF CAMPEN SPRINGS APARTMENTS N.E. 1/4, B.E. 1/4, BECTION 31, TOWNSW 23 NORTH, RANGE 5 EABT, W.M. DALEY-MORROW-POBLETE, INC. "E"' SCHNEIDER HOMES, INC. 726 AUBURN WAY N. 6510 SGUTHCENTER BLVD. - TUKWILA, WA 98188 AUBURN, WA. 98002 PHONE: (253)333-2200 (FAX)333-2206 PHONE No. (206) 248-2471 PRWECT I II��t1 CITY OF RENTON ENGINEERING - SURVEYING Y LOT LINE ADJUSTMENT ®�j T.. P L LAND PLANNING SITE PLAN _.. incorporatal) a1%4iW BYJMB SMR 1" -= 100' tic 9739OLLA 1 APPROVE 0,rE 27 UUN 02 jW 97390 or -_---- --__-- .A HHU'_:T\9T4413 rx.!..tt•• .; p CITY OF RENTON, 0) KING COUNTY, WASHINGTON to LOT LINE ADJUSTMENT N 0 1 No. LUA-02-045-LLA BRASS DISK, W CONC., IN CASE (VISITED OCT 99) MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE, HPGN 83/91 , PER CITY OF RENTON N SURVEY CONTROL NETWORK g BASIS OF BEARINGS: THE LINE BETWEEN CITY OF RENTON SURVEY CONTROL PT. 1872 & PT. 1227 BEARING N20*09'04'w GRAPHIC SCALE 100 O 50 100 200 ( IN FEET ) 1 inch - 100 ft. LEGEND (R.S.C.) CITY OF RENTON SURVEY CONTROL NETWORK (SR) KING COUNTY ENGINEERING DEPARTMENT SURVEY No. 31—23-5-7 (M) MEASURED (C) CALCULATED - - - LOT LINE TO BE ADJUSTED ADJUSTED LOT LINE 30.00' EXISTING DIMENSION TO BE ADJUSTED BRASS DISK, 32.99' ADJUSTED LOT DIMENSION IN CONC., IN CASE 6 (VISITED OCT 99) N89'01'00'W 2639.61' 1319.80' - I 0'00 I� W. LN.31N23 5 SE1/4, TALE30T PARK Z CONDOMINIUM VOL_. 1 40/6-1 3 PI -I, 1 30.00' S. LN., N. 5 ACRES, NE 1 /4, SE 1 /4, 31 -23-5, TRT ACA 3o LYING E. OF E. LN. OF W. 30' OF NE 1 /4, SE 1 /4, 31-23-5 N 89 °01 ' 00"W 1 1309. 6 8' I ' 699.94' I PARCEL "A" ADJUSTED AREA 226,498 SFf 5.20 AC. CJ I cCy <t 00i V J a0 c�0 ®C/) V V v (D t(� "Do cc C") NW01'00`W 52.35' N00'59'00'E 50.00' Nt39 OT00"VY 13.00" I w c Nt39"01'00`W N00°59'00'E N � ®� 110.67 L57 Z 166.50' �- 0o w z ADJUSTED LOT LINE coo, R.S.C. PT. No. 1227 1/4' BRASS PIN IN CON., IN CASE (VISITED FEB 98) 0 o VOL./PAGE i • i � '� •ter • 14¢1.y6. CALCULATED POSITION PER— --/ A.LT.A. AND TOPOGRAPHICAL SURVEY FOR ENVIRONMENTAL DEVELOPMENT CO. OF THE SPRINGBROOK SITE- W BY HANSEN SURVEYING, DATED 6/20/95 y� W RIDGE eI _TA r Tom" , 194/15-17 VOL• 2 Q a (1) - 6 27 7 s.o2 ".74' R=25 k 26 1 I\ z`S j \ S / TEMPORARY CUL-DE--SAC EASEMENT PER REC. No. 19990826000429 PARCEL "C" ADJUSTED AREA 405,395 SFf 9.31 AC, I S i o 10501' - 1'- - - - - - - - - ` - - - - .- - - - - - - - - - - - N88'52'26W 1303.42' S. LN., N1/2, N1/2, SE1/4, 31-23-5 1_______ -EXISTING LOT LINE 1198.41' --- -.- - - _"'"-_"--------------- _ _,_-- TO BE ADJUSTED i�� PARCEL "BCD " I,? ADJUSTED AREA 30' z 236,701 SFf 5.43 AC. 89' N01'00'W N 99.70' CN 32:.39' N88'S0' I b"W L 30.00' 105.01' 694.43' 606.90' 180-17'04"(SR)' 31.8V N88'50'18"W 1301.33' S. LN., N1/2, N1/2, S1/2, N1/2, SE1/4, 31-23-5 No0' 13' 21 "E U N P L_ A TAT E D 1799.27'(SR)-- 88'39'52'(SR) �p rn PO q� LQ. r° / 1317.13' SR) — _ - - - ` - J N88'26'31'W 2616.51' - - — - - Z� 31 32 SOUTH 55th STREET oc6 (SOUTH 192ND ST.) 5 R.S.C. P'T. No. 1872 _515 1/8' BRASS PIN IN CONC., IN CASE (VISITED MAR 02) BRASS PIN, IN CONC., IN CASE CONC. W/CASE 10/15/99 — C) I— a Z D N.E. 1/4, S.E. 1/4, SECTION 31, TOWNSW 23 NORTH, RANGE 5 EAST, Wm. DALEY-MORROW-POBLETE, INC. CLIENT SCHNEIDER HOMES, INC.0 726 AUBURN WAY N. 6510 SOUTHCEN TER BLVD. — TUKWILA, WA 98188 AUBURN, WA. 98002 a PHONE: (253)333-2200 (FAX)333-2206 PHONE No. (206) 248-2471 PROJECT OF RENTON ENGINEERING - SURVEYING LOT LINE ADJUSTMENT ® L LAND PLANNING FATE PLAN i n c o r p o r a t e d - DRAWN ' SCALE u , DRAWING JMB SMR 1 _ = 100 97390LLA 2 STiEET APPHO DATE 27 JUN 02 Jdj 97390 �T----2----- I;\PR JECr,,M1" CAMPEN