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Home My WebLink AboutLarge FormatO CITY OF RENTON, O KING COUNTY, WASHINGTON LO BINDING SITE PLAN O No. LUA-02-072 DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BINDING SITE PLAN THEREOF PURSUANT TO RCW 58.17.035 AND DECLARE THIS BINDING SITE PLAN TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID BINDING SITE PLAN 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: WM. WAYNE JONES, JR. BY: TITLE:-RRE69EdiM TITLE: Ct_ fj STATE OF WASHINGTON) )SS. COUNTY OF ------) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _WM. WAYNE JONES JR_- SIGNED THIS INSTRUMENT, ON uATH STATED THAT _HE- WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE -_ OF .,.r-"GR B-'Q nQn�ru� � TO BE THE FREE AND VOLUNTARY ACT OF trcrc��r�v�c-g�-t�� SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED --- ---__- SIGNATURE OF NOTARY PUBLIC_____ MY APPOINTMENT EXPIR PRINTED NAME OF NOTARY PUBLIC __-___ STATE OF WASHINGTON) )SS. COUNTY OF ----- _) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IC�NFD THIS I !c'^1IMENT. ON OATH STATED THAT _HE_ WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ------ _---- __- OF ___ --- ------------ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED -_______-___ SIGNATURE OF NOTARY PUBLIC_-___ MY APPOINTMENT EXPIR 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 Parcel No. 162305-9032 RECORDING NO. RECORDER'S CERTIFICATE Filed for record this day of in book ___- of ____.__ at page PAUL E. MORROW SURVEYOR'S NAME Mgr. ---------------------- Deputy King County Assessor 20_ at_-_M at the request of Supt. of Records MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE, HPGN 83/91 PER K.C.S.C. BASIS OF BEAR NG& SEC. 16-T23N-R5E, V.M. BEARING N00.57'26"E GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. AREA TABLE LOT No. AREA 1 3,277 s .ft.f 2 2,781 s .ft.t 3 2,786 s .ft.f 4 3,277 s .ft.t 5 3,232 s .ft.t 6 2,228 s .ft.t 7 2,229 s .ft.t 8 2,230 s .ft.f 9 2,230 s .ft.t 10 3,267 s .ft.t 11 3,343 s .ft.f 12 2,844 s .ft.f 13 2,644 s .ft.t 14 2,941 s .ft.t 15 3,328 s .ft.t 16 2,293 s .ft.t 17 2,293 s .ft.f 18 2,482 s .ft.f 19 2,293 s .ft.± 20 3,859 s .ft.t CITY OF RENTON LAND RECORD No. LND VOL./PAGE Ki'C.S.C. PT. NO. 3748 K.C.S.C. PT. NO. 3747 2BRASS DISK IN IRON PIPE C.O.R. PT. No. 1503 IN CONC., IN CASE 1/8" COPPER PIN 9 NOT VISITED THIS SURVEY IN CONC., IN CASE - - - - NE99'06'06"W 2648.07'(ROS)(K.C.S.16 C.) - - - VISITED DEC. 019 10 16 15 E. LN., W. 220', E. 1 /2, PRIVATE ACCESS NE 1/4, NE 1/4, AND SEE UTILITY EASEMENT NOTES 4 & 5 TTE:p Pt-P` n i00 SEC. 16-T23N-R5E, W.M. UN N8905'12'W 412.27' 30' rn N. LN., S 1/4, N 1 /2, NE 1/4, NE 1/4, SEC. 16-T23N-R5E, W.M. 91.70' " 11 4 4 14.5' 17' 1 48.90' 1 33.38' 33.38' 33.37' 33.36' 48.39' , 14.5' 14.5'1 89.79 - - - 30.00' PRIVATE STORM DRAINAGE - �i 1 rn 13' 1 i w 1 w w w 1 p cp I 0 4f PRIVATE ACCESS ,. rn cD EASEMENT \5�� M SEE NOTES 4&i _ 00 I I - 't - � 1 cD i Uo i SEED NOTESY4E& 5MENT o co ' r 00 , 1 10 o o oo o �t ao � o 00 C) op 1 � 1N88'5428W 1 „ 4 co N 91.75' 1 � coo i :n (D 9 (o 8 LO co 7 Ln co 6 Ln co 5 1 00 1 N89'0512 W ^ • d i 13 i N z �,rR=7.5' 00 00 00 0 0 I -`r - 1 89.76'LLJ N I o c 12 i C2 1 N `+---- Z----- --Z-------z-------Z-------z R=7.5}�+ 0 1 O lA W � C1 � ---- In o 3 Q N89'04'54"W i za �Ro9.25' t ' R,\ 333.3833.3%48.39' i N89'05'12"W Wy -qz -.� W91.34' 38.97' .33' 33.33' 36.08' 33.33' Z .� N La.7 o `v0p13 H----------- ------ m LO 00 Go 00 Z N89'04'54"IV U v wl� �� m m o o 0 2�u�'' "' „ '� $ `° vo Z a: r` - N89'0512 W COD 79.48 iC i 15 ;Loo0 16 L,`n� 17 L 00 18 Ln� 19 LO� + 1 Z 0) U) `�' o`o 0 CD oo cfl 0 `° o LD o cD 20 i i 89.71 oa' of Q Z 0 14 i r- :n1 z z z o 0 1 '� 0 1 A=89'57'40" c�i 30' �m� I ►n 1 r 01 Z z 1 z0 r� i 1 R =15. 00' N I N 79.37' i zi 51.12' 33.33' 33.33' 36.08' 33.33' 56.09' i i LU L=23.55' I N ^ 14.5' 14.5' 74.69' to Cr o C i I � U 0 N 2653.75'(ROS) 2653.72'(C) N T7 16� LO - - - N89'01'18"W o 5307.06'(C) 5307.11'(ROS) CALCULATED POSITION w PER RECORD OF SURVEY 0 REC. No. 9404199014 �. )o� `V) z co N 16 CALCULATED POSITION PER GCJ RECORD OF SURVEY 21 REC. No. 9404199014 N89'04'54'W 412.33' DEDICATED TO THE CITY OF RENTON CD DUPON THE RECORDING OF THIS z ro BINDING SITE PLAN N89'04'54"W 442.35' NE 3RD CT. S. LN., N 1/2, NE 1/4, NE 1 4, SEC. 16-T23N-R5E, W.M N r; 00 rn _ - - - 2653.35'(C) 2653.36'(ROS) 15 K.C.S.C. PT. N0. 3757 C.O.R. PT. No. 478 1/4- BRONZE PIN IN CONC., IN CASE CURVE TABLE CURVE DELTA RADIUS LENGTH C1 08'05'32" 35.00' 4.94' C2 09*10'51" 35.00' 5.61' C3 25'35'21" 35.00' 15.63' C4 26'40'40" 35.00' 16.30' C5 29'24'53" 35.00' 17.97' C6 05'21'19" 35.00' 3.27' C7 34'46'12" 35.00' 21.24' 1. KING COUNTY ASSESSORS MAP OF NE. 16-23-5. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. PLAT CERTIFICATE ORDER NO. 503455, DATED _, 2092. 3. RECORD OF SURVEY, RECORDING No. 9404199014. 4. KING COUNTY SURVEY CONTROL. 5. CITY OF RENTON SURVEY CONTROL NETWORK. LEGEND K.C.S.C. KING COUNTY SURVEY CONTROL C.O.R. CITY OF RENTON SURVEY CONTROL NETWORK (ROS) RECORD OF SURVEY, RECORDING No. 9404199014. (M) MEASURED (C) CALCULATED LAND SURVEYOR'S CERTIFICATE This BINDING SITE PLAN correctly represents a survey made by me or under my direction in conformance with the state, county and city statutes in December, 2002. p Certificate No. 22962 QQ �F W A Sy l�✓c � O J p STE�< Nq 1 L ANO EXPIRES: 4 APR 03 1. CONTROLLING BOUNDARY DATA WAS OBTAINED UY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IIJ 2002. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET, 2. ALL INFORMATION REGARDING RECORD EASEMENTS AND OTHER DOCUMENTS THAT MAY AFFECT THE QUALITY OF TITLE OF THE SUBDIVISION SHOWN HEREON WAS OBTAINED FROM PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. FLAT CERTIFICATE ORDER NO. 503455, DATED 2002 3. TRAVERSE CLOSURES FOR THIS SUBDIVISION ExCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT CORNERS IS BY RADIAL SURVEY PROCEDURE, WITH INDEPENDENT MEASUREMENTS. L. DECLARATION OF CONVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS BINDING SITE PLAN, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS `.SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS `.SHOWN ON THIS BINDING SITE PLAN TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS BINDING SITE PLAN. 15. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: NEW PRIVATE EXCLUSIVE EASEMENTS FOR INGRESS, EGRESS, AND UTILITIES ARE TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS BINDING SITE PLAN. THE OWNER OF LOTS 1 THROUGH 20 SHALL HAVE AN EQUAL AND UNDIVIDED ,NTEREST IN, AND RESPONSIBILITY FOR MAINTENANCE OF, THE PRIVATE ACCESS AND UTILITY EASEMENT. THESE MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND ANY STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THE EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS A MINIMUM OF 20 FEET OF UNOBSTRUCTED PAVEMENT WIDTH IS PROVIDED. LEGAL DESCRIPTION THE SOUTH QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; PLAN REVIEW EXCEPT THE WEST 220 FEET THEREOF; CITY OF RENTON AND EWCEPT THE SOUTH AND EAST 30 FEET THEREOF. -1111 1 $ 2003 RECEIVED N.E. V4, N.E. 1/4, SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. DALEY-MORROW-POBLETE, INC. `x'°'r p`p 726 AUBURN WAY N. AUBURN, WA. 98002 P.O. BOX 146 RENTON, Wa. 98057 r U PHONE: (253)333-2200 (FAX)333-2206 PHONE Nu. (425)228-9750 FAX No. 228-7232 > Pmcv£cr CITY OF RENTON Rl BINDING SITE PLAN ENGINEERING - SURVEYING DLAND N No. LUA-02-072 PLANNING a9AWN BY SMP SCALE 1 "-40' DRMNG 01560BSP 1 "PPROVW 111rE 2 DEC 02 jW 01560 or 1 i� C-F O D-0-7t� CITY OF RENTON, KING COUNTY, WASHINGTON BINDING SITE PLAN No. LUA-02-072-BSP KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BINDING SITE PLAN THEREOF PURSUANT TO RCW 58.17.035 AND DECLARE THIS BINDING SITE PLAN TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID BINDING SITE PLAN IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WIT SS WH REOF WE HAVE SET OUR HANDS AND SEALS. ,/Xl A 4�k_ SIC EP III, H E ANK -�-- A WASHINGT U ITED B e f lr1 It- e� LIABILITY COMPANY . L BY: WM. WAYNE JONES, JR. V S/: •L• A't 31•7•� TITLE: MANAGER STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT WM. WAYNE JONES,_JR. _- SIGNED THIS INSTRUMENT, ON OATH STATED THAT -HE- WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE __MANAGER ___ OF CLASSIC CONCEPTS III, LLCLTO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. PAUL E. MORROW 3TJ1 1OPP#A*WKTON NOTARY -• -- PUBLI C MY COIMIt3tN EJIK%31-15-04 i.1 tee ►i�A ATURI[)—gyp-u LiC TITLE --------- MY APPOINTMENT EXPIRES _�_'� STATE OF WASHINGTON COUNTY OF KING I S41IFY TH T N R HAVE SATISFACTORY EVIDENCE THAT it fIE4-W SIGNED THIS INSTRUMENT, N —OATH/STATE THAT -HE_ WAS AUTHORIZED T EX CUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE HOMESTREET BANK TO E THE REE _AITD VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATFg �.•• O Al II .�...�, i . 0�' NOTARV irI( P): 1CPW ' ;rGN A R cat z9vis TLE MY APPOINTMENT EXPIRES. A ye - APPROVALS APPR VED THIS 1. _ DAY OF _AMAY __,20Q_q City of Re tin dministrator Planning/Building/Public Works Department KING COUNTY DEPARTMENT OF ASSESSMENTS Examined and approved this ay As Is 20p-# King County Assessor Deputy King County Assessor Parcel No. 162305-9032 RECORDING NO. RECORDER'S CERTIFICATE Filed for record this�1-gou"421oy of 20-0-rWri in book azzi of je t page %SZ __ at the request of ------ PAUL E. MORROW - -- —SURVEYOR'S NAME l✓ --- Mgr. Supt. of Records MERMAN: WASHINGTON STATE PLANE NORTH ZONE, HPGN 83/91 PER K.C.S.C. BAW OF ., NE 1/4. SEC. 16-T23N-R5f, P.M. BEARING NOO'57 26 E GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 2653.75'(ROS 2653.72'(C; n LAND NaREOOvo�./P�cE L.N}35-0011 1221 N89-06'06"W 2648.07'(ROS K.C.S.C. - �- , K.C.S.C. PT. NO. 37470 18 1 . ;P. PT. Me. P UU TACOMA AVE. NE cap , IN Asp PRIVATE ACCESS AND UTILITY EASEMENT U N p LP TTE� VISITED DEC. 1 0 SEE NOTES 4 It 5 NBOV5+2V 412.27, N. LN., S 1/4, N 1/2, NE 1/4, NE 1/4, SEC. 16-T23N-R5E, W.M. �, • 4 4114.5' 17' 148.90' 33.38' 33.38' 33.37' 33.36' 48.39 1 14.5 4. I 89.79' 30.00, ?E �1 I I 1 14' i `� I w w w w ; aa0 0 ►� PRIVATE ACCESS 1 `n i 00 00 00 i i (gyp 1 � NOTES EASEMENT& 6 ao 00 Ki I ca ao � 1 � o �- o � o � o � o I { ` iQ 1 1 o f � 9 :n co 8 c•�n (a 7 ;i 6 6 u) ca 5 ; w i N89'05'12"W 14' cV Z +fR=7.5' Oo po 0 p p R=7.5' +� j 89.76' IO U-i`� - - - C2_ I N �# Z --- - - - --�- ---Z -- -- 1 - U %C1 NIE 3RD LN. - 0 -- i 3 io ,} 49.25' '� 33.38' 33.38' 33.37' 33.36' 48.39' z i N$9'05'12"W 011 ---�N ----- --- - --w- -�1 maoW5 _ 30N I :wY(W lic38.97' 33.33' 33.33' 36.08' 33.33' U.� �rn WW ----------89'0512"- W .o 89.73 "1 <�NO O R=20.5i N89'0512 Wuca 89.71 �o w 20 ii O LAJ O TN 15 1-- 00'`ao 00IC ;n 00 .00 1_j Z 6. �oa»i 1\ �N r4'pZ a.<zZZ Z $4 wR-15.00'Z M<i ZI 51.12 L=23.5'5 S ...33.33S6.0911.5' 14.~i 7 4.6 9 14.90 � !� PUBLIC .. No. UTI TY A EMENT ONVE D TO THE CITY OF RENTON PER REC.. No. Z.� _ PUBLIC ACCESS �UT L�ITY,� EASEMENT, _ p� y 54 SFt �► PER REC. No. �'Z��?Zlh__ 1 ER KIN OU R No. N89'04'54"W 442.35' NE CT. S. LN., N 1 2, NE 1/4, NE 1 4, SEC. 16-Ti-R5E, W.M N 2653.35'(C) 2653.36'(ROS) N89'01'18"W o 5307.06'(C) 5307.11'(ROS) - —�0__ _ ; s CALCULATED POSITION ' AQWER PROTEC110N NO �C� K.C.S.C. PT. N0. 3757 tio PER RECORD OF SURVEY -C.O.R. PT. No. 478 No. 9404199014 THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE No. 4367 MID AS 1/4- BRONZE PIN E 9 p AMENDED BY ORDINANCE No. 4740. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER IN CONC., IN CASE �A9 coo BETWEEN THE WATER TABLE AND GROUNC• SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT MATH VISITED DEC. 01 Jt,,�+ pFfIC/a_y �N Z THE GROUND SURFACE. IT IS THE.1H2O'M,ECWNER'S RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. CALCULATED POSITION PER fqW4bocjG vi,41eptl RECORD OF SURVEY r�i�Flf�NOTE 21 ACr` No, o_ dlldl OQTl1 d °a �.� we CA1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVEN`rIONAL TRAVERSE Z I "13Y �lF`f -f4NT ALL- FKO1�I`f e PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. �11J1T+�RrT E WE 00 PeL41L-A'UwT 5F9TCIAL IN 2002. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. tr 4S6,E6smr= ITS FLED Td -i+�15 -1cE 2. PACIFIC NORTHWEST TITLE COMPANY THIRD REPORT PLAT CERTIFICATE ORDER NO. 503455, DATED JUNE 13, 2003. GJ.3zTlF1E� -G-CIS DF -ICE F Col-1.�Crlohl s7N AND SUPPLEMENTAL REPORT #1 THEREOF DATED DECEMBER 16, 2003, WAS RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE OF THE LAND COMPRISING THIS BINDING SITE PLAN, WHICH ACCORDING TO SAID PLAT CERTIFICATE IS SUBJECT C CG713Tf AL109 VQ r:A TO THE FOLLOWING SPECIAL EXCEPTION. K,,C.S.C. PT. NO. 3748 2 BRASS DISK IN IRON PIPE 9 IN CONC NOT ASItEIN CAS ESURVEY D THISE E. LN., W. 220'. E. 1/2, NE 1/4, NE 1/4, SEC. 16-T23N-R5E, W.M. 11 91.70' 1 j PRIVATE STORM DRAINAGE -, M EASEMENT SEE NOTES 4 &. N88'54'28"W 91.75' - 0 12 f- W Q . N89'04'54"W I * a 91. 34' N Z p b 13 b Z N89'04'54"'N - 79.48' N c0 14 0 79.37' o✓ Io � N O 1 O 00 o `v I n 0 CV N 00 N t LO •• • •• .. • • ONCE$ 1. KING COUNTY ASSESSORS MAP OF NE. 16-23-5. 2. PACIFIC NORTHWEST TITLE COMPANY THIRD REPORT PUT CERTIFICATE, ORDER NO. 503455, DATED JUNE 13, 2003, MO SUPPLEMENTAL REPORT 1 THEREOF DATED DECEMBER 16, 2003. RECORD OF SURVEY, RECORDING No. 9404199014. 4. KWS COUNTY SURVEY CONTROL. 5. CITY OF RENTON SURVEY CONTROL NETWORK. LE<EW K.C.S.C. KING COUNTY SURVEY CONTROL C.O.R. CITY OF RENTON SURVEY CONTROL NETWORK (DOS) RECORD OF SURVEY RECORDING No 9404199014 AREA ADDS TABLE LOT No AREA HOUSE i 1 3,277 s .ft t 330 2 2,781 s .ft.t 332 3 2,786 sq. ft. ± 336 4 3, 277 s . ft. t 338 5 3,232 s .ft.f 4022 6 2,228 s .ft.t 4020 7 2,129 s .ft.t 4014 8 2.130 sq. f t. ± 4012 9 2,230 sq. ft. ± 4002 10 13,267 s .ft.t 4000 11 .ft.t 3,343 sq. ft.± 339 12 2 844 s . ft. t 337 13 2,644 s . ft. t 333 14 2,941 s .ft.t 331 15 3i28 sq. f t. ± 4004 16 2 293 sq. f t. ± 4006 17 212 93 s .ft.± 4008 18 2 482 s . ft. t 4010 19 2,293 s .ft.t 4016 20 13,859 s . ft. t 4018 A. NOTICE OF SEWER AND/OR WATER CONNECTION CHARGES RECORDED UNDER RECORDING NUMBER 9606210966. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT CORNERS IS BY RADIAL SURVEY PROCEDURE, WITH INDEPENDENT MEASUREMENTS. 4. DECLARATION OF CONVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS BINDING SITE PLAN, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON, COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS BINDING SITE PLAN TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUMMSM THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOV*4 ON THIS BINDING SITE PLAN. 5. NEW PRIVATE INGRESS, EGRESS do UTILITIES MAINTENANCE AGREEMENT: NEW PRIVATE EXCLUSIVE EASEMENTS FOR INGRESS, EGRESS, AND UTILITIES ARE TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS BINDING SITE PLAN. THE OWNER OF LOTS 1 THROUGH 20 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WATHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHMO 'ED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. 6. ALL REAR LOT CORNERS WILL BE STAKED WITH 1/2 INCH BY 24 INCH REPAR AND PLASTIC CAP MARKED "DMP INC. PLS 22962". CORNERS WITHIN ACCESS EASEMENTS WILL BE STAKED WITH A NAIL AND MASS WASHER "DMP INC. PLS 22"2» IN THE CONCRETE CURB ON THE LATERAL LINE BETWEEN THE LOTS. LEGAL DESCR�TION THE SOUTH QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; (M) MEASURED ( CC 1t 114LIC- FieoA ) EXCEPT THE WEST 220 FEET THEREOF; (C) CALCULATED rriY /-jc= I � AND EXCEPT THE SOUTH AND EAST 30 FEET THEREOF. �`C fue.1G C16E I�I��R, FJrII.�I•ICE �1lllslorl .. DALEY-MORROW- BLETE, INC. cuEwT �O,p 726 AUBURN WAY N. QP AsyAUBURN, WA. / PHONE: (253)333 200 9(FAOX)333-2206 LAND SURVEYOR'S CERTIFICATE This BINDING SITE PLAN correctly represents a survey mode by me or under my direction in conformance with the state, county and city statutes in December, 20Q2- ertificate No. 22962 T � EXPIRES: 4 APR 05 N.E. 1/4, N.E. 1/4, SECTION A, TOWNBW 23 NORTK PANOE i EArP'T', WAL LAKE DM DEVELOPMENT, INC. P.O. BOX 146 RENTON, Wa. 98057 PHONE No. (425)228-9750 FAX No. 228-7232 o PRwi r CRY OF FMTON % ENGINEERING — SURVEYING rhlrA t UNioW BINDING SITE PLAN Q D LAND PLANNING No. LUA-02-O7Z-' incorporated "RAAW BY SMR SCALE 1"= 40' 015608SP `"TE 16 APR 04 01560 O C0 L0 T� O CITY OF RENTON, KING COUNTY, WASHINGTON BINDING SITE PLAN No. LUA-02-072-BSP -- T;. 1 KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BINDING SITE PLAN THEREOF PURSUANT TO RCW 58.17.035 AND DECLARE THIS BINDING SITE PLAN TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID BINDING SITE PLAN 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: BY: TITLE: TITLE: CLASSIC CONCEPTS III, LLC, HOMESTREET BANK A WASHINGTON LIMITED LIABILITY COMPANY STATE OF WASHINGTON COUNTY OF KING 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 __- CLASSIC CONCEPTS III LLC---------- TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ------------------------ (SIGNATURE) TITLE MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF KING 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 ------- HOMESTREET BANK ---------- TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED (SIGNATURE) TITLE MY APPOINTMENT EXPIRES 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 Parcel No. 162305-9032 RECORDING N0. RECORDER'S CERTIFICATE Filed for record this day of in book ____ of _____ at page Mgr. PAUL E. MORROW SURVEYOR'S NAME --------------------- Deputy King County Assessor CITY OF RENTON VOL./PAGE KI,C.S.C. PT. NO. 3748 LAND RECORD No. N CONCBRASINSK IN CASE IROV PIPE LND-35-00'H 9 NOT VISITED THIS SUR JEY 6 - - - - - N89'06'06"W 2648.07'(R2S)(K.C.S.C.) - I CITY OF RENTON K.C.S.C. PT. NO. 374716 10 15 C.O.R. PT. No. 1503 DE" i 1 /8" COPPER PIN ZQQ3 IN CONC., IN CASE E. LN., W. :20', E. 1 /2, PRIVATE ACCESS VISITED DEC. 01 NE 1/4, NE 1/4, AND UTILITY EASEMENT TIED RECEIVEDLO SEC. 16-T23K- R5E, W.M. SEE NOTES 4 & 5 U N P LA 30' rn NM5'12'W 412.27' N. LN., S 1/4, N 1/2, NE 1/4, NE 1/4, SEC. 16-T23N-R5E, W.M. 91.70' 4 4114.5' 17' 48.90' 33.38' 33.38' 33.37' 33.36' 48.39' 1 14.5' 14.5'I gg 79� 30.00' PRIVATE STORM •-I 1 I I ; DRAINAGE , w 1 w w w � oo o ►- PRIVATE ACCESS rn EASEMENT 14' 1 00 I _ _ w w 1 IS7 I AND UTILITY EASEMENT SEE NOTES 4 & 5 1 n 1 00 00 00 _ ao op � cp j SEE NOTES 4 & 5 cD 00 I 0 d' 0 d' 0 � 0 -t p r7 , N N88'54 28"W 1 1_ `t 1 ao 00 1 4Lq � 10 � o0 00 o0 w 1 „ 18 .91, 75' 1 coo i :n 9 In cD 8 to co 7 cD 6 Lr) (0 5 i I N89'05 12 W v W 14' i °N° Z V-7.5' 0o c° oo cD o0 cD o cD 0 `° + �t 1 89.76' I o c 12 i C2 i In `+---- Z---------------Z Z __Z _ R_ �_5 'v Ian o I '4 `. ►- Ln W N C1 NE 3RD LN. ----- - + o 3 Q N89'04'54"1N i I 49.25' 33.38' 3.38' 33,37' 33.36' 4- 48.39' z i N89'05'12"W W �N W MERIDIAN: I � `� 0 91.34' / ^� 38.97' �? 33.33' 33.33' 36.08' 33.33' Nz z WASHINGTON STATE PLANE to 0- r i v �* 56.09 I �D z N o �R v N 89'0512" W 89.73 NORTH ZONE, HPGN 83/91 ^ Z 13 S +------------------------------------ 3 o Wi o N PER K.C.S.C. �p „ / v ^gS /,o g w ww w -- w ----- R\ \ o Z1 2 0 I �m > b Z N89'04'54 W 1 ii�' Ln 00 0o ao 00 _ 00 20� r i i c� a BASIS OF BEARINGS " +� °' °' `� s`, 3.II N89'o5'12"w "' YoZ THE E. LN., NE 1 /4, 79.48' I 2C 15 �n C6 16 u, 17 `t 18 19 00 � I z �, Q SEC. 16-T23N-R5E, W.M. N cD 106 �1 O csJ O o O `•n 20 I �, 89.71 � OD�Z BEARING N00'S7'26"E o I rn �1 0 o I 1 o a'Q '� 0i z z z i o r� Vi 1 R=15.00' N N 14 I �I Z Z 0 1 0 o 01 A=89'57'40" c�i 30' �m GRAPHIC SCALE �' ; z L=23.55' a 0 20 40 80 0 79.37 i Z1 1. 12' 33.33' 33.33' 36.08' 33.33' 56.09' 1 14.5' 14.5' 1 74.69' d I N �. I oTACOMA N8!704'54'W 412.33' 14.99N oI . ' o Co o O ( IN FEET ) , I o ff)DEDICATED TO THE C►TY OF RENTON Z UPON THE RECORDING OF THIS 1 inch = 40 ft. I I _ - N89'04'54"W 442.35' BINDING SITE PLAN NE 3RD CT. s. LN., N 1 2, NE 1/4, NE 1 4, SEC. 16-T23N-R5E, W.M N N 2653.75'(ROS) `V d 2653.72'(C) 00 17 16,/ - - -- _ _ 2653.35'(C) 2653.36'(ROS) N89'01'18"W o 5307.06'(C) 5307.11'(ROS) - - - �/�-- - 16 15 CALCULATED POSITION �`' AGIUIFER PROTECTION NOTICE K.C.S.C. PT. NO. 3757 PER RECORD OF SURVEY r C.O.R. PT. No. 478 REC. No. 9404199014 THE LOTS HEREIN FA_L WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE No. 4367 AND AS 1/4" BRONZE PIN 00 CD AMENDED BY ORDINAIICE No. 4740. CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER IN CONC., IN CASE co o BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM VISITED DEC. 01 CONTACT WITH THE CrtOUND SURFACE. IT IS THE HOMEOWNER'S RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. N 16 CALCULATED POSITION F7R 21F SURVEY 21� RECORD REC. No. 09404 99014 CURVE TABLE CURVE DELTA RADIUS LENGTH C1 08'05'32" 35.00' 4.94' C2 09*10'51" 35.00' 5.61' C3 25'35'21" 35.00' 15.63' C4 26'40'40" 35.00' 16.30' C5 29'24'53" 35.00' 17.97' C6 05'21'19" 35.00' 3.27' C7 34*46'1 " 35.00' 21.24' REFERENCES 1. KING COUNTY ASSESSORS MAP OF NE. 16-23-5. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. PLAT CERTIFICATE ORDER NO. 503455, DATED , 2002. 3. RECORD OF SURVEY, RECORDING No. 9404199014. 4. KING COUNTY SURVEY CONTROL. 5. CITY OF RENTON SURVEY CONTROL NETWORK. LEGEND K.C.S.C. KING COUNTY SURVEY CONTROL C.O.R. CITY OF RENTON SURVEY CONTROL NETWORK (ROS) RECORD OF SURVEY, RECORDING No. 9404199014. (M) MEASURED (C) CALCULATED ---------------- LAND SURVEYOR'S CERTIFICATE ___ 20-__ at__M This BINDING SITE PLAN correctly represents a survey made by me or under my direction in conformance ___ at the request of with the state, county and city statutes in December, 2002. Supt. of Records Certificate No. 22962 AREA ADDRESS TABLE LOT No. AREA HOUSE # 1 3,277 saILL 330A 2 2,781 s .ft.f 330B 3 2,786 sq. ft. ± 336A 4 3,277 s .ft.t 336B 5 3,232 s .ft.f 4012B 6 2,228 s .ft.f 4012A 7 2,229 s .ft.t 4006B 8 2,230 s .ft.t 4006A 9 2,230 s .ft.t 4000E 10 3,267 s .ft.f 4000A 11 3,343 s .ft.f 337E 12 12,844 s .ft.f I 337A 13 2,644 s .ft.t 331E 14 2,941 s .ft.t 331A 15 3,328 s .ft.t 4002A 16 2,293 s .ft.t 4002B 17 2,293 s .ft.f 4008A 18 2,482 s .ft.f 40088 19 2,293 s .ft.t 4014A 20 3,859 s . ft. t 4014B o 22962 i0 NqL LANO EXPIRES: 4 AFR 03 ia lvobn= 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2002. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. ALL INFORMATION REGARDING RECORD EASEMENTS AND OTHER DOCUMENTS THAT MAY AFFECT THE QUALITY OF TITLE OF THE BINDING SITE PLAN SHOWN HEREON WAS OBTAINED FROM PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. THIRD REPORT PLAT CERTIFICATE ORDER NO. 503455, DATED JUNE 13, 2003. 3. TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT CORNERS IS BY RADIAL SURVEY PROCEDURE, WITH INDEPENDENT MEASUREMENTS. 4. DECLARATION OF CONVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS BINDING SITE PLAN, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS BINDING SITE PLAN TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS BINDING SITE PLAN. 5. NEW PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: NEW PRIVATE EXCLUSIVE EASEMENTS FOR INGRESS, EGRESS, AND UTILITIES ARE TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS BINDING SITE PLAN. THE OWNER OF LOTS 1 THROUGH 20 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENT APPURTENANCES THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND ANY STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THESE EASEMENTS, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. 6. ALL REAR LOT CORNERS WILL BE STAKED WITH 1/2 INCH BY 24 INCH REBAR AND PLASTIC CAP MARKED "DMP INC. PLS 22962". CORNERS WITHIN ACCESS EASEMENTS WILL BE STAKED WITH A NAIL AND BRASS WASHER "DMP INC. PLS 22962" IN THE ASPHALT PAVEMENT AS CONSTRUCTION IS COMPLETED. 7. SUBJECT TO THE TERMS AND CONDITIONS OF NOTICE OF SEWER AND/OR WATER CONNECTION CHARGES RECORDED UNDER RECORDING NUMBER 9606210966. LEGAL DESCRIPTION THE SOUTH QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; EXCEPT THE WEST 220 FEET THEREOF; AND EXCEPT THE SOUTH AND EAST 30 FEET THEREOF. DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN, WA. 98002 PHONE: (253)333-2200 (FAX)333-2206 incorporate ENGINEERING - SURVEYING LAND PLANNING N.E. 1/4, N.E. 1/4, SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CUINF LAKERIDGE DEVELOPMENT, iNC. P.O. BOX 146 RENTON, Wa. 98057 PHONE No. (425)228-9750 FAX No. 228-7232 PRWECT CrTY OF RENTON BINDING SITE PLAN No. LUA-02-072 °R"*w ar SMR scVE 1 "=40' "'"No 01560BSP shr 1 APPROVED DATE 8 SEP 03 "y 01560 or 1 L7�j r\ r IMM0290 Al RA'IP TEXTURE DETAIL ----I I-- 1/21'• RAMP TEXTURE 0 V-07�' Ot/4" 1 1/4"•Foi 0 O • NOMINAL DIMENSIONS =^L.==W 11A , SEE NOTE) NOTES 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL CsRATE PLACED AND REMOVED FROM WET CONCRETE LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/8" DEEO ABD 1/4" WIDE. 2. CURB RAMPS WILL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE ISOLATED BY EXPANSION JOINT MATERIAL al ALL SIDES, BUT NOT AT END OF RAMP ADJACENT TO THE 3. INLETS SHALL BE LOCATED $O THAT RUNOFF DOES NOT INFLOW PAST THE CURB RAMP. 5. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CURB RAMP @ SIDEWALK N. T.S. DRIP! "ye t*WT ae CONSTRUCTED PAR KJNG COUNTY ROAD STAND 1R06 (KGRB) DRAWMG NO. 3-004. CGUTTER ® DR/!/Z WA Y 4Y OVER i C COMPACT PARKING STALL : (8B'x1(b') S STANDARD PARKING STALL: (9'409 T. TRASH ENCLOSURE Jk NEW FIRE HYDRANT )0, EXISTING FIRE HYDRANT p WALL MOUNTED LIGHTING a t GARAGE 4 PATIO O V AREA LIGHT HT, 100 WATT —p 12'-0" HT. STREET LIGHT 150 WATT YARD AREA ®PRIVATE OR LANDSCAPING (250 S.F. MIN PER D.U. PER SECT. 4-3-120D OF RENTON CITY CODE) DOWNSPOUT LOCATION ALTERNATE KEYSTONE WALL SEE CIVIL FOR WALL HEIGHTS - - - —Dill!' Cl Tr- C T A Tl C Tl rC ZONING: GENTER 5U5UKl5AN (GS) L)l= IV DlbI.__"�" no MIN. To 20 MAX: DWELLING UNITS/ACRE) ADDRESS/LOCATION: 333 UNION AVE. NE CITY OF RENTON, WABHMGTON PRE -APPLICATION FILE ": 01-OSS SITE AREA: 55,19530 8F. (128 ACRES) BUILDINGS PROVIDEDt 10 MULTI -FAMILY BUILDING UNITS PROVIDED: 20 DWELLING UNITS BUILDING (GROSS) LIVING AREA: BUILDING 'A' (BLDG TYPE 1) = 3,140 SF. BUILDING 'B' (BLDG TYPE 1) = 3,140 SF. BUILDING 'C' (BLDG TYPE 3) = 2,W'3 SR BUILDING 'D' (BLDG TYPE 2) = 2,716 Sr-. BUILDING 'E' (BLDG TYPE 2) = 2,116 S.F. BUILDING 'F' (BLDG TYPE 3) = 2,889 SF. BUILDING 'G' (BLDG TYPE 2) = 2,116 SF. BUILDING 'H' (BLDG TYPE 3) = 2,889 SF. BUILDING 'J' (BLDG TYPE 1) = 3,140 SF. BUILDING 'K' (BLDG TYPE 1) ■ 3,140 SF. TOTAL ■ 213A" 8F. PARKING REQUIRED: 1.15 STALLS PER DWELLING UNIT + 4 GUEST SPACE 1.15 STALLS x 20 DU.'S + 4 GUEST STALLS = 39 STALLS PARKIWG PROVIDED: GARAGE STALLS: 34 STALLS GUEST STALLS: 4 STALLS DRIVEWAYS (COMPACT): 12 STALLS DRIVEWAYS (STANDARD): 6 STALLS TOTAL PROVIDED: 56 STALLS (2:1 STALLS/DU) IMPERVIOUS SURFACE: BUILDING FOOTPRINT: 20,808 SF. (3-13% OF SITE) PATIOS: I Wl SF. STREET: 10,165 Sr-. DRIVEWAYS: 4,198 S.F. SIDEWALKS: 3,185 SF. TOTAL: 40,983 SF. (13.4go OF SITE) O CONIC. SIDEWAL PROJECT (SEPARA PERMIT) BUILDING:; IDENTIFICATION —UNIT COUNT PER SITE +* OF UNITS -PER— - — - - - BUILDINCa � SITE STATISTICS CONT. UNDE"ELOPED AREA: 14,8423 Sr-. (2616%) LAND'5CAPING: REQUIRED: 250 S.F. OF LANDSCAPE OR PRIVATE YARD ABUTTING EACH UNIT 250 x 20 D.U. = 5OW SF. PROVIDED: 5,276 SF. BUILD INGs HEIGHT: ALLOWABLE: 35'-0" PROPOSED: SEE BLDG ELEVATIONS (SHEET A4.1, A42 4 A43) � BUILDING CODE INFO. =-DING CODE INFO: BLDG CODE- CONSTR. TYPE: E,EISMIC ZONE: WIND EXPOSURE: OCCUPANCY INFO: TWNHMS: GARAGES: UBC 199-i EDITION TYPE V N THREE (3) nBn R-3 U-1 C LEGAL DESCRIPTION APPROXIMATELY 1.21 ACRES (PER KING COUNTY ASSESSOR). LEGALL`r DESCRIBED AS THE SOUTH QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER IN SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., COUNTY OF KING, STATE OF WASHINGTON. EXCEPT THE WEST 220 FEET AND EXCEPT THE SOUTH 30 FEET AND EXCEPT THE EAST 30 FEET. CITY Oi- RENTON RIGHT OF WAY DEEDED RECV1810061019. ALSO KNOWN AS KING COUNTY TAX PARCEL NUMBER 1623059032 PJL L A N #8 �V"ICRO iLME 1804 136tb Place NE Ste. 1 Bellevue Washington 98005 (425)644-1446 & Fax 644-1921 e—mail: office @gmsarch.com Architecture *Design *Planning Members of the American Institute of Architecture © GMS 2002 I Is W 00 CO) a Date: 06/03/02 Scale: AS' NOTIM Drawn: PUMAINARACy Job # : 011-1 Revisions 1m/215/m1 4/I0/02-61TE PLAN -4 4/11/02-6I1E PLAN •rs 4/13/02-6ITE PLAN N. T.S. NORTH 1 EXISTING BULDING EXIST. FIRE HYDRANT PLANT SCHEDULE OTY BOTANICAL/COMMON NAME SIZE/COMMENTS 10 ACER CIRCINATUM/ 7-8' HT. VINE MAPLE MIN. 3 1 /2" STEMS 9 PYRUS C. 'REDSPIRE'/ 2" CALIPER FLOWERING PEAR 7 AUCUBA J. 'PICTURATA'/ 5 GALLON AUCUBA 12 AZALEA 'HIND CRIMSON'/ 2 GALLON EVERGREEN AZALEA 6 ILEX CRENATA 'NORTHERN BEAUTY'/ 5 GALLON JAPANESE HOLLY 16 LEUCOTHOE AXILLARIS/ 2 GALLON COAST LEUCOTHOE 6 MISCANTHUS S. 'MORNING LIGHT'/ 5 GALLON EULALIA GRASS 45 NANDINA D. 'COMPACTA'/ 5 GALLON COMPACT HEAVENLY BAMBOO 40 PRUNUS L. 'OTTO LUYKEN' 1 18-21" SP OTTO LUYKEN LAUREL 6 PIERIS J. FOREST FLAME'/ 18-21" SP PIERIS 14 RHODO. 'NOVA ZEMBLA'/ 21-24" SP NOVA ZEMBLA RHODO. 10 SARCOCOCCA HOOKERIANA/ 5 GALLON DWARF SWEETBOX 21 1 GALLON SPIRAEA 'GOLDMOUND'/ GOLD LEAF SPIREA 31 4-5' HT THUJA 0. 'SMARGAARD'/ EMERALD GREEN ARBORVITAE LAWN CONTRACTOR TO DETERMINE QUANTITY NEEDED OVER HANG GENERAL RAL NOTES'. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL OTHER SITE IMPROVEMENTS PRIOR TO STARTING LANDSCAPE WOW.- 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATION TO AVOID DISTURBING ANY EXISTING UTILITIES. IF ANY ARE ENCOUNTERED, CONTRACTOR IS TO PROMPTLY ADVISE GENERAL CONTRACTOR 3. NOTIFY GENERAL CONTRACTOR OR OWNER'S REPRESENTATIVE IF ANY DRAINAGE PROBLEMS ARE FOUND DURING CONSTRUCTION, 4. A MINIMUM OF 2" OF ORGANIC MATTER SHALL BE ROTOTILLED INTO EXISTING SOIL TO A 6" DEPTH IN ALL LAWN AND PLANTING AREAS. INCORPORATION OF ORGANIC MATTER MAY BE REDUCED IF ON -SITE SOIL PROVES TO BE ACCEPTABLE TOPSOIL. DETERMINATION SHALL BE BASED ON SOIL TEST BY AN ACCREDITED SOIL TESTING LABORATORY. TESTS TO BE RUN INCLUDE pH, SOIL TEXTURE, PERCENT ORGANIC MATTER AND AN APPROXIMATED SOIL INFILTRATION RATE. 5, ALL PLANT MATERIAL SHALL MEET AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. PLANT MATERIAL QUANTITIES ARE FOR CONVENIENCE ONLY. CONTRACTOR IS RESPONSIBLE TO VERIFY QUANTITIES FOR HIMSELF. SYMBOLS ON DRAWING HAVE PRIORITY OVER QUANTITIES GIVE ON PLANT SCHEDULE. 6. FIELD ADJUST TREES TO AVOID CONFLICT WITH LOCATION OF STREETLIGHTS, WATER METERS, FIRE HYDRANTS, AND OTHER UTILITY EQUIPMENT. CONSULT WITH LANDSCAPE ARCHITECT IF PROBLEMS ARE ENCOUNTERED. 1. FERTILIZE PLANT MATERIAL WITH AGRO TRANSPLANT FERTILIZER 4-2-2, AND 21 GRAM TABLETS PER MANUFACTURER'S RECOMMENDATION. 8. INSTALL A MINIMUM OF 2" MEDIUM -FINE BARK MULCH IN PLANTING AREAS. INSTALL A 30" DIAMETER CIRCLE OF BARK AROUND TREES IN LAWNS. CONTRACTOR SHALL INSTALL A 6" WIDE BARK MOW STRIP WHEREVER LAWN ABUTS BUILDING. DEPTH OF BARK IN MOW STRIP SHALL BE 311. S, CONTRACTOR SHALL MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNER'S FINAL. ACCEPTANCE. 10. LAWN SHALL BE FROM COUNTRY GREEN TURF FARMS OR SHALL BE HYDROSEEDED WITH A BLEND OF THREE RYE GRASS VARIETIES APPROVED BY LANDSCAPE ARCHITECT. HYDROSEED SLURRY TO BE COMPOSED OF 40 GRASS SEED, 20000 PER ACRER ECO-FIBER MULCH, 80 PER I~ OF OF 16-16-16 FERTILIZER AND 5V PER ACER OF TACKIFIER SLURRY SHALL BE MIXED IN A 1"0 GALLON MINIMUM TANK AND MECHANICALLY AGITATED TO KEEP IT HOMOGENOUS. 11. PLANT MATERIAL SHALL BE WARRANTED FOR A PERIOD CIF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. ■ WALK (TYPJ e e #eHYSTONE WALL (SEE CIVIL DRW'GSJ rA H ( ° e ° 2 STRAND TWISTED 14 GUAGE GAL WIRE ENCASED IN 1" DIA. ° REINFORCED RUBBER HOSE ° , 2-2' X 2" WOOD STAKES e ° DRIVEN FIRMLY INTO SUBGRADE , e STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT ° 2' MULCH. TAPER TO CROWN 3' SAUCER FOLD BACK TOP 1/3 OF BURLAP SPECIFIED PLANTING MIX — 6' COMPACTED MOUND OF BACKFILL SOIL �"Tul-wr 2 TIMES ROOTBALL DIAM. e NOTES: INSTALL TREE SO TOP OF ROOTBALL IS AT SAME LEVEL IT WAS IN NURSERY. USE THREE WOOD STAKES FOR TREES 3' CALIPER OR LARGER. SPACE EVENLY AROUND TREE. TREE PLANTING DETAIL SCALE: NOT TO SCALE LONG. 51DEWALIG Eo PROJECT SIGN (SEPARATE PERMIT) 0 4 20 15 10 5 0 20 40 LANDSCAPE PLAN FORM SAUCEF 3" CONTINUO SET TOP OF AT NURSERY HEIGHT OR HEIGHT IN CA SPECIFIED PU MIX. WATER STAMP TO RE.� .� AIR POCKETS �t 2 IIMtS "I OOTBALL DIAM. SHRUB PLANTING SCALE: NOT TO SCALE 2' MULCH FEATHERED TO CROWN FINISH GRADE PEEL BACK TOP 1/3 OF BURLAP ON B & B PLANTS. REMOVE OR BURY EXCESS ROUGHEN SIDES OF PLANT PIT FERTLIZE PLANTS AS DESCRIBED IN NOTES DEVE r kr lcR '`� `L, � Z O F- IL cr U W 0 U � Zo= lL O W U N � tp OF-mw ZEQ m O aV)0a N3av ZO H W a O LL. F Of F U i__I__ O N 0 O rn cD u) I a r� z V) p Z Lo N (n V O p X W Q LL- W ~ W W M o � cn 00 I Z r N N N m z z O Q z c0 o Lu LLJ Z=� Q Q z ZO 3 ~ C�pLLJ Q DATE: 6/12/ SCALE: 1 "=20'-0 SHT. OF L - 1 1 EC,F 0a-07a LEGEND: ASPHALT COMP SHINGLES, 1 6" WIDTH WOOD DOOR/ WINDOW TRIM, HD AND JAMBS O1 VERIFY COLOR W/BUILDER 6" WIDTH WOOD WINDOW/ TRIM * SILL D 2xlO CEDAR FASCIA W/ lx4 CEDAR ACCENT TRIM GABLE ENDS ONLY (SEE DETAIL * 2 / SHT. A6.1) GBRACKET (SEE DETAIL 02 /SHT. A6.4) l 3 l `f 2XIC CEDAR 1:3AR3E BOARD 1 LEDGESTONE VENEER VERIFY COLOR AND PATTERN W/ ARCHiT EL, O4 PRIME 4 PAINT CONTINUOUS MTL. GUTTER AND DOWN SPOUTS 13 DIRECT VENT INSTALL PER MANUF. SPECS (SEE DETAIL 05 / SHT. A6.4) OHORIZONTAL BEVELED SIDING, VERIFY COLOR W/ BR UILDE 14 O 18x36 GABLE END VENT (SEE DETAIL 05 / SHT. A62) 6" WIDTH WOOD WINDOW TRIM, HD AND JAMBS SHINGLES, VERIFY COLOR W/BUILDER, SEE ELEV'S 6" WIDTH WOOD WINDOW TRIM * SILL O FOR SHINGLE LOCATIONS. a 18x30 GABLE END VENT (SEE DETAIL "9 /SHT. A62) 6" WIDTH WOOD WINDO''JU TRIM, HD AND JAMBS BAND BD. VERIFY COLOR W/BUILDER 6" WIDTH WOOD WINDOW TRIM * SILL O2x10 O1x5 FLASH * TOP CONT. CEDAR TRIM BUTT TO 1xb CEDAR TRIM 16 O 12x18 GABLE END VENT (SEE DETAIL OB / SHT. A62) 6 WIDTH WOOD WINDOW TRIM, HD AND JAMBS 6" WIDTH WOOD WINDOW TRIM * SILL AT CORNERS, TYP. (SEE DTL. 8 / SHT. A62) (g J DBL GLAZED WINDOWS PER WASH. STATE ENEFr3Y STANDARDS, PROVIDE ALL "U" VALUES. T-Op. HDR I a0 �9 iA Z_11ID FLR - -- � - - R[5R- HOR 0 0 � 1ST FLR UNIT TYPE -I SECTION THRU UNIT TYPE I SCALE: 1/8" = 1'-0" UlN11' '1'YYE-111 BUILDING TYPE 3 LEFT ELEVATION SCALE: 1/8" = 1'-0" UNIT TYPE -I BUILDING TYPE 3 RIGHT ELEVATION SCALE: 1/8" = 1'-0" TYP. VENTING * OVERFRAMING * PLYWOOD PER U.B.C. GIRDER TR ISS— UNIT TYPE -III 2 SECTION THRU UNIT TYPE III SCALE: 1/8" = 1'-0" T.O.P. HDR 02Np FLR HDR HDR 1ST FLR 0 ---------------------_____—_ _ b _SEE S/A A ! ov P'c A62 UNIT TYPE -III UNIT TYPE -I y J BUILDING TYPE 3 STREET ELEVATION AT NE 3RD PLACE' SCALE: 1/8" = 1'-0" FDTN TYP.� I 6 PANEL :_�:/ �h3 GARAGE DOOR UNIT TYPE -I �6� UNIT TYPE -III BUILDING TYPE 3 REAR ELEVATION SCALE: 1/8" = 1'-0" GIRDER TRUSS I/ -------------------------- -------------- - BEDRM ,46IL 4 —11 RISERS * 6-15/Ifs" EA_ (TYP.) UNIT TYPE -III _ T.O.P. _ HDR ap 1 AND SLR HDR a0 � 1ST FLR FINISH GRADE r TYP. T.O.P. INK HDR a0 � ap = 2NP FLR HDR 0 .-_1ST FLR SECTION THRU UNIT TYPE III SCALE: 1/8" = 1'-0" r- P 1804 136th Place NE Ste. 1 Bellevue Washington 98005 (425)644-1446 & Fax 644-1921 e-mail: office @gmsarch.com Architecture *Design *Planning Members of the American Institute of Architecture 1 © GMS 2001 o E In ® CO OC) o� w o 0) o;d 0 0 1 ►--� to CO Cl) Z 0 M � Wa. w >. C0 X ~em u: ZaU �w 0 � J J m W m t� A Date: 06/03/02 e_ F Scale - Drawn: PQ4G/EMH W Job 1 Revisions, d' 0 x CC_ F 0a--©-)a LE -GE -ND. - ASPHALT COMP SHINGLES, 10 6" WIDTH WOOD DOOR/ WINDOW TRIM, HD AND JAMBS VERIFY COLOR W/BUILDER 6" WIDTH WOOD WINDOtk/ TRIM * SILL 2 2x10 CEDAR FASCIA W/ Ix4 CEDAR ACCENT TRIM S GABLE ENDS ONLY (SEE DETAIL 0 2 / SHT. A6.1) 11 BRACKET (SEE DETAIL 02 / SHT. A6.4) O3 2x10 CEDAR BARGE BOARD 12 LEDGESTONE VENEER, fERIFY COLOR AND PATTERN W/ ARCHITECT O4 PRIME 4 PAINT CONTINUOUS MTL. GUTTER AND DOWN SPOUTS 13 DIRECT VENT INSTALL PER MANUF. SPECS (SEE DETAIL 45 / SHT. A6.4) OHORIZONTAL BEVELED SIDING, VERIFY COLOR W/ BUILDER ISx36 GABLE END VENT (SEE DETAIL #S / SHT. A62) 14 O 6" WIDTH WOOD WINDOW TRIM, HD AND JAMBS 6" WIDTH WOOD WINDOW TRIM a SILL SHINGLES, VERIFY COLOR W/11BUILDER, SEE ELEV'S OFOR SHINGLE LOCATIONS. 15 18x30 GABLE END VENT" (SEE DETAIL *9 / SHT. A62) 6" WIDTH WOOD WINDOW TRIM, HD AND JAMBS BAND BD. VERIFY COLOR W/BUILDER 6" WIDTH WOOD WINDOW TRIM e SILL O2x10 FLASH * TOP CONT. 16 12AS GABLE END VENT ,'SEE DETAIL OB / SHT. A62) 6" WIDTH WOOD WINDOW TRIM, HD AND JAMBS OIx5 CEDAR TRIM BUTT TO lxfo CEDAR TRIM 6" WIDTH WOOD WINDOW TRIM a SILL AT CORNERS, TYP. (SEE DTL. 8 / SHT. A6.2) Og DBL GLAZED WINDOWS PER WASH. STATE ENERGY STANDARDS, PROVIDE ALL "U" VALUES. T.O.P. HDR 1ST PLR UNIT TYPE -II SECTION THRU UNIT TYPE II 14 S:12 16 2 A6.4 S:12 BUILDING TYPE 2 RIGHT ELEVATION SCALE: 1/e99 _ V-u 91 16 12 �9 9:12 _ - 14 S:12 BUILDINGTYPE 2 LEFT ELEVATION SCALE: 1 /8" = V —0" r- -T.O.P. -WOR 2ND FLR RPR IST FLR O STAIR SECTION THRU UNIT TYPE II SCALE: pia- _ 1-0 A42 A42 NOT A FUNCTIONAL 4 GABLE END VENT i Q (DECORATIVE ONLY) 42 T14 u ■ m�iiln • - 1 n 1 li • 1 �aF a NOR M= � � U BUILDING T SCALE: 1/8" = 1'-0" V-146" TOP OF — STUB TRUSS 11 A62 f 2 REAR ELEVATION LINl'1' '1'YFE-11 DEVE' Cpkl trT , .i ii )a 4 _T.O.P. HDR 2Np FLR RPR _ HDR 1ST FLR .�o�a_��k�ED SECTION THRU UNIT TYPE II 1804 136th Place NE Ste. 1 Bellevue Washington 98005 (425)644-1446 & Fax 644-1921 e—mail: office @gmsarch.com Architecture *Design *Planning Members of the American Institute of Architecture 11 © GMS 2002 11 o Fo-/i\ �In o�0z0 o to 4M 060 0 ►-� CO 04 i In N Z N 0 W Q � � C3 i=pLLI aZ � � W d 5 J J m W m C7 Date: m6/03/02 A S111e• A I Drawn PM/MN W Job #• 0111 .a pq co Revisions*