The URL can be used to link to this page

Home My WebLink AboutLUA 09-010_Large FormatSHORT PLAT NO. L0550009 KING COUNTY, WASHINGTON DEDICATION APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS __ DAY OF DIVISION DIRECTOR LAND USE SERVJCES EXAMINED AND APPROVED THIS __ DAY OF DEVELOPMENT ENGINEER _____ ,20 __ _____ ,20 __ DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL/PAGE EXAMINED AND APPROVED THIS __ DAY OF _____ ,20 __ SCALE: ASSESSOR N/A DEPUTY ASSESSO!l ACCOUNT NUMBER 322305-9038 PORTION OF: S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION ......, _______________________ .. _.._ ___ ,,,_ ____________________________________________________ --I MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF fOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF fOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CWDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST ICING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE t.MINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARI.ILESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCWDING THE COST OF' DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AHO IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. GURDEV SINGH BANK OF' AMERICA STATE OF WASHINGTON, COUNTY OF ------- SURJIF KAUR jss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF WASHINGTON, COUNTY OF ------- DATED---------- SIGNATURE OF NOTARY PUBLIC ------- PRINTED NAME OF NOTARY PUBLIC ------- MY J\PPOINTMENT EXPIRES ---- ~ss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOWNTARY ACT FOR TI-IE USES AND PURPOSES MENTIONED IN TI-IE INSTRUMENT. DATED---------- SIGNATURE OF NOTARY PUBLIC ------- PRINTED NAME OF NOTARY PUBLIC ------- MY J\PPOINTMENT EXPIRES ---- RECORDER'S CERTIFICATE ................... . FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF OWEN B. HILLE PLS ......................... ~ ........ . SURVEYOR'S NAME MGR. SUPT. OF RECORDS GU.llDEV SINGH SHORT PLAT LOCA'l'ED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON N.T.S. lJ vi ..J a.. S.£. 192ND ST. NOTES: VICINITY MAP STATE OF WASHINGTON, COUNTY OF ------- ON THIS __ DAY OF , 20 __ , BEFORE ME, THE UNDEf!SIGNED, A NOTAHY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SW•JRN, PERSONALLY APPEARED TO ME KNOWN TO BE TI-IE OF CORPORATION, THE CORPORATION THAT EXECUTED THE FORGOING INSTRUMENT, ANO ACKNLWLEDGED THE SAID 1.IJSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, ANO FOR TI-IE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY WERE AUTHORIZED TO 8'.ECUTE THE SAID INSTRUMENT AND THAT TI-IE SEAL AFFIXED IS THE CORPORATE SEAL OF SAID CORPO tATION. WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND "EAR FIRST ABOVE WRlffiN. PRINT NAME ------------- NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT------------- MY COMMISSION EXPIRES ---------- SUBJECT TO AN AGREEMENT PER AFj 9407292564. ANY FUTURE RESIDENCE TO BE CONSTRUCTED ON THIS SHORT PLAT SHALL BE REQUIRED TO BE CONSTRUCTED WITH A (N.F.P.A.) NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 13D SPRINKLER SYSTEM UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.) OR ITS SUCCESSOR AGENCY. SCHOOL IMPACT FEES SHALL BE ADDRESSED AT THE TIM£ OF BUILDING PERMIT APPLICATION IN ACCORDANCE TO KCC 21A.4J. THIS SHORT PLAT JS SUBJECT TO KING COUNTY CODE NO. 14.75, KING COUNTY ROAD MmGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMfT' APPLICATION AT THE RATE: IN EFFECT AT THAT TIME. TRACT • A• IS A PRIVATE ACCESS TRACT INGRESS, EGRESS, PRIVATE DRAJNAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, J AND 4. OWNERSHIP OF LOT 1, 2, J AND LOT 4 W/Tf-1/N THIS PLAT INCLUDES AN EQUAL AND UNDNIDED OWNERSHIP INTEREST IN TRACT • A•, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF F/\C/UT1£S W!:!-/!N SAID · TR'.CT. THE STREET TREES REQUIRED PER KCC 21 A. 16 SI-IALL BE OWNED AND MAINTAINED BY THE ABUTnNG LOT OWNERS UNLESS KING COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. THE ROAD AND STORM DRAJNAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES). ANY D£V/ATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN N'PROVAL FROM THE PROPER AGENCY, CURRENTLY ODES. THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN THE RANGE OF N/A TO N/A AND WITHIN THE RANGE OF 11330 TO 11358 FOR THE EAST-WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WfT'H KING COUNTY CODE 16.08. DIRECT VEHICULAR ACCESS TO AND FROM SE 192ND STREET FOR LOT 1 AND 4 IS PROHIBITED. ACCESS TO SE 192ND STREET FROM BOTH SHALL 8£ FROM THE PRIVATE ACCESS TRACT. BUILDING PERMITS APPLICATION SHALL FOR ALL LOTS WITHIN THIS SHORT PLAT SHALL BE REVIEWED FOR COMPLIANCE WITH THE N'PROVED SMALL SITE ENGINEERING PLANS AND OTHER DRAINAGE CONTROLS AS REQUIRED BY KING COUNTY SURFACE WATER CONTROL MANUAL. LOTS 1, 2, J AND 4 OF THIS SHORT PLAT ARE LIMITED TO 2,200 SQUARE FEET OF IMPERYIOUS SURFACE. LOTS THAT DO NO COMPLY ARE SUBJECT TO ADDITIONAL DRAINAGE REVIEW. SUBJECT TO: 1. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: SOOS CREEK WATER AND SEWER DISTRICT AND: WILSON 2 X PARTNERS RECORDING NUMBER: JULY 29, 1994 PURPOSE: 9407292564 DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT 2. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. BJOJ080870. w c., <( a.. .......... _j 0 > SURVEYOR'S CERTIFICATE Cramier Northwest Inc. INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5600DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WAC. JJ2-1 J0-090. THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES IN _!,p_r. 20~ -~ ~ ~-· P .LS. CERTIFICATE NO. ___ _,_4-=-00=-1'--'6'---- Surveyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, (253)852-4880 (local) WA 98032 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cnl@cramernw.com INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 2J NORTH, R. 5 fAST, W.M. DRAWN BY: T.£.C. CHECKED BY: 0.8.H. DATE: Thu., Apr. 10, 2008 SCALE: N/A JOB NO.: 2004-1J9S SHEET: 1 OF 2 CREATED: Mon Aug 16 08:50:00 2004 PREY. PLOT: Thu Apr 10 09:44:22 200 PLOTTED: Thu., Apr. 10, 2008, 10:02:19 ,, i GURDEV SINGH SH10RT PLAT RECORDING NO. VOL./PAGE SHORT PLAT NO.Lossooog KING COUNTY, WASHINGTON SCALE: GRAPHIC SCALE 1" =20' 1 inch = 20 FT. ~.__ ____ -ee IL------....1' 20 0 20 I}' HOUSE I}' 1 (SCALED) 1 1-------------' PORTION OF: rv I I ;c S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. NOTE: I ----}-----------------, I I I I I I HOUSE I I I I I I I I LOT 15 / / / / / / / / / / / / / / / / / / / / LOT 16 LOTl1 ,-----------"( I I I I I I I I I I I I I I I I HOUSE (SCALED) £X1SnNG IMPERVIOUS SURFACE ON PROPERTY = 5, OJ2± SQ. FT. I I I / / / / I I ·------------i 2-------, I I HOUSE (SCALED) ~------ LOTA KCilA NO. /2/Y..o21 I I I I I I I I I I FOUND 1/:t' REB4R W/ NO CAP 0.51' S. ct 0.84' W. OF PROP. COR. FOUND 1/:t' REB4R W/ NO CAP _/ 0.88' S. ct 0.4J' W. OF PROP. COR. TRACTF . / / / / 80.62' END OF FENCE IS 0.2'± N. ct 0.5'± W. OF PROP. COR. LOT 2 5659± SQ. FT. S88 "50 '36'E 16:l 23' (CALC VJ ~.-----~~~~---------~ S88 "50 '36"/: 65.14' iii ~ ?J ~ ~ ~ Rl ~J ~ r'i 15.00' fB 1B 8i ~i 1-t.· ~ :15.00' r'i 80.62' FENCE COR. IS 0.6'± N. ct 0.2'i: £ OF PROP. COR. LOT J 5659-.J: SQ. FT. I I -------------------? ,----- 1 I I I I I I : SHED I I I I I I I .. ___ _ LOT I~ r-------------------~ I I I I I I I I I I I I I I I HOUSE I -----'.> LOT 1 4709± SQ. FT. ~ 588 "50 '36"E 30.00' ~ LOT 4 4720-.J: SQ. FT. *___...______________ .. ~ FENCE COR. IS 0.8'± B W. OF PROP. LJNE t.J fq ...J ~ ~ = . TRACT A: I!:! PRIVATE ACCESS ~ t 624± SO. FT. &' ~ ~ I , p;~~:0: "°.~ ..., / ~#··-Y,g?' "!h. "v .'f%. p / ,,' ..... "1 ' ~~:'b. ~ I \ v ?> ·ef...s>. g/ I-\ 36.12' VJ //' ~-----;£~ ;0~9~0~~;1---1~~~===-..;;;.'1~58~'39=·30=-·--41i),--=::::... ____ -:saa=-"50~ao~35~·00~1::...· 1.55_.52_· ___ ...::::::::i-•---......:39~.4~0:._· __ _J.\_ --------------------2 2-----~ __ ,.._/_ --=-----------------~~~~~' ... ---Arc•2S.60' ~ PURi&ffti~oi 0 Rr:b~:OY!~co;o;,r1~oi1[PLAT 11~r:c1~.01r. ~ \ REC. NO. 9201220877 ~ ' ~~------------_.;.;.:...;;.;._~~;:-.:.:...:.:::.:.:.. __ ~~:...::.:...:.::.... ___ ...J_ ', -· , __ , 134.00' : ---------------------"( . g I I : 11.J : . ~ i~~ .~ I , .... FOUND CONCRETE MONUMENT ( W/ BRASS DISK IN WE SOUTHEAST 192ND STREET : ~ I I • I I ~:.--: ' ~ --~~ 5 ,, __ ~ I f / I ,' ,,,,.-... I ._, __ __._ -:....' c_' --- BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LJNE OF THE SOUTHEAST QUARTER OF SECTION J2, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., BEING NORTH 88'50':Jo WEST AS SHOWN ON THE PLAT OF CHINQUAPIN RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTY, WASHINGTON. . LEGAL DESCRIPTION: (PER STEWART nTLE SUBDIVION GUARANTEE ORDER NO. 200497497) LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. BJOJOBOB70, RECORDS OF KING COUNTY, WASHINGTON. (SEE SHEU 1 OF 2 FOR "SUBJECT T<f ITEMS) NOTES: 1. MONUMENTS LAST VISITED ON 8-4-04. 2. SOME SURROUNDING HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. LEGEND: 0 SET 1/2" REBAR AND CAP •cNW 40016" 0 FOUND REBAR AS DESCRIBED -El-WOOD FENCE ~ WIRE FENCE (C.ALC DJ CALCULATED PER CHINQUAPIN RIDGE REFERENCE SURVEY: 1. CHINQUAPIN RIDGE VOL. 159, PGS. 56-62. 655.75 (CALC VJ J F(S. 1/4 COR.) N88 "50 '36 "W 2624 .84 ' 0£AS J ---- w c., 4-'.: ASPHALT EDGE ASPHALT EDGE Cramer Northwest Inc. Surveyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cnl@cromernw.com CL '-.. __J 0 > INSTRUMENT USED: GEODIMETER 600 AND/OR m1MBL£ 5600DR200+ METHOD: TRAVERSE EXCEEDING REQU/R£M£NTS OF W.AC. JJ2-1J0-090. INDEXING DATA: S.£. 1/4, S.E. ·J/4, SEC. J2, T. 2J NORTH, R. 5 fAST. W.M. DRAWN BY: T.E.C. CHECKED BY: 0.8.H. DATE: Wed., Apr. 9, 2008 SCALE: 1 inch = 20 FT. JOB NO.: 2004-1J9S SHEET: 2 OF 2 CREATED: Mon Aug 16 08:50:00 2004 PREV. PLOT: Wed Apr 09 IJ:45:05 200 PLOTTED: Wed., Apr. 9, 2008, IJ:45:11 C: John's Tl.I jobs 2004-I 39 FINAL SP.pro .1 I_-------- King Coun1ty SHORT PLAT NO. L05S0009 KING COUNTY, WASHINGTON DEDICATION APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS __ DAY OF DIVISION DIRECTOR LAND USE SERVICES EXAMINED AND APPROVED THIS __ DAY Of DEVELOPMENT ENGINEER , 20 __ -----· 20 __ _ DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE EXAMINED AND APPROVED THIS __ DAY OF ---------• 20 __ SCALE: AS5ESS0R N/A DEPUTY ASSESSOR ACCOUNT NUMBER 322305-9038 ------------- PORTION OF: S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. KNOW AU. PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN HIE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE HIE GRAPHIC REPRESENTATION Of THE SHORT SUBDIVISION i-------------------------~--+-·------------------------....,-----------------------------------1 MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE Of THE PUBLIC FOREVER AU. STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR cuts ANO FIU.S UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE Of THE PUBLIC ALL THE EASEMENTS ANO TRACTS SHOWtl ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE 00 HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON DR ENTITY IDENTIFIED AND FOR THE PURPOSE STAfED. FURTHER, THE UNDERSIGNED OWNERS Of THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AHO ASSIGNS ANO ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY ANO AU. CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY TIIE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE Of ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN ~LAIMS RESULTING FROI.I INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS Of THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS Of DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLJSHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHAU. NDT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCi.UDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCC(SSORS, OR ASSIGNS. THIS SUBDiVISiON, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH HIE DESIRES OF SAID OWNERS. I CERTIFY 0~ HAVE J_~JjACJORY EVIDENCE T, IAT mr~..S n --- SIGNED THIS DEDICA AND ACKNOWLEDGED IT TO~R) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES -MEITTroNED IN THE INSTRUMENT. DATED __ jt1 ·,!_tJll.· 0 q_----,,--- SIGNATURE OF ~fiJ ,{ . NOTARY PUBLIS: (~J{(~/f/{f,{/ PRINTED NAME \JF I / NOTARY PUBUC /ft,l;!/4! "I (C./:hJQ?u MY APPOINTMENT EXPIRES /2-J~qJ_ STATE OF WASHINGTON, jss. COUNTY OF __ _k/]]4-____ _ I CERTIFY ~ff~[ -=-"~12~&og_~T--------- SIGNED THIS DEDIC~ION AN ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. . .··.· . ·. . ~Ji I , 1, • .).q,1, DATED r ~ . ' "-'1,/'i· SIGNATURE' OF ). L/ '<.!, "+~ii', ,, A Q f4,'·:,,',,,•i~ NOTARY PUBLIC ·,u ·j,., :: ",.J , -~, .. o °' ~!i , ,i_:;'.,°'%>'!. PRINTED NAME OF 11., """" , ,,_ t ,.. ., '" ·· ti t,NOTARY PUBUC ff""'"'JN,.,-"'',_,,,, -·-.r .. '',, ... "" Iii! JMY APPOINTMENT EXPIRES _!Z. '!_ t11 1 ' !:) ) .. {,, .#'.1,-1 ../, •/, ·"-./JC-i}.\~"'#.,.~~!.:' RECORDER'S CERTIFICATE FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF CITY OF RENTON: DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS EXAMINED AND APPROVED THIS __ DAY OF ------• 20 __ CITY OF RENTON ADMINISTRATOR. DEPARTMENT OF PUBLJC WORKS Ll!A oq-610-sHPL L71D d-0-os35 GURDEV SINGH SHORT PLAT LOCATED IN THE' S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON w (;\ _J IL :r. ~ ...-,, N.T.S. . s~· w ~~ V) 4--<-tj ," ~ ~ [ SITE I S.E. 192ND ST. ~ltw ~o fl.J<-. STATE OF \11A!;H!NGTtJN, COUNTY OF E 121,~E:~-- ON THISJ.Q._DAY OF DQbhl( , 20-1:/£. BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR .T E STATE OF ~~~rl.°1'4• DULY COMMISSIONED AND SWO~i :~R~~g!~L\::rff7r --~ I OF _ ll,J !_f_ mE: _L{;_ ____ CORPORATION, THE CORPORATION THAT EXECUTED THE FORGOING INSTRUMENT, AND ACKNLWLEDGED THE SAID INSTRUMENT -:-0 BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, AND FOR THE USES AND PURPOSES THEREIN MEMTIONED, AND ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT AND THAT THE SEAL AFFIXED IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND OFFICIAL SEAL HERCTO AFFIXED THE DAY AND YEAR FIRST ABOVE WRITIEN. J;;w~~-~~ PRINT NAME--:lmfl 'K1cb,HlD5 NOTARY PUBLIC IN AND FOR THE STATE OF W,ISHINGTON ,-!-cw '{o,e.(.. RESIDING AT~-·~-~~~~· __ _ MY COMMISSION EXPIRES 2, -IJ-J 1)1;;) VICINITY NOTES: ANY FUTURE RESIDENCE TO 8£ CONSTRUCTED ON TiilS SHORT PIAT S/JALL BE REQUIRED TO 8£ CONSTRUCTED WITH A (N.F.P.A) NATIONAL fJRE PROTECTION ASSOCIATION STANDARD 130 SPRINKLER SYSTEM UNLESS OTHERWISE APPROVED BY KING COUN7Y DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.) OR ITS SUCCESSOR AGENCY. SCHOOL ,,\/PACT FEES SHALL 8£ ADDRESSED AT TH£ TIME OF BU/WING PERMIT APPLICATION IN ACCORDANCE TO KCC 2/A.43. THIS SNORT PIA T IS SUBJECT TO KING COUN7Y CODE NO. 14.75, r;JN; COUN7Y ROAD MITIGATION PAYMENT SYSTEM (MPS). TH£ MPS FEES PLUS THE MPS Ai)M/NISTRATIVE FE;£ SHALL 8£ PAID AT THE TIME OF t!UILOING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. TRACT • A" IS A PRIVATE ACCESS TRACT INGRESS, EGRESS, PRIVATE DRNNAG[ AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, 3 AND 4. OWNERSHIP OF LOT 1, 2, 3 AND LOT 4 WITHIN THIS PIA T INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT • A", AND AN EQUAL AND UNDIVIDED R£SPONSIBIL/7Y FOR TNf MAINTENANCE OF FACILITIES WITHIN SAID TRACT. THE STREET TREES REQUIRED PER KCC 21 A. 16 SHALL B[ OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS UNLESS KING COUNTY HAS ADOPTED A IMINIENANCE PROGRAM. SINGLE FAMILY RESIDENCES AND OTiiER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT Hi£ FLOW CONTROL BEST MANAGEMENT PRACTICES STIPUIATED IN THE DRAINAGE PIAN DECLARATION OF COVENANTS AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMPLtl\NCE WITH THIS STIPULATION MUST B[ ADDRESSED IN THE SMALL PROJECT DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTtl\L BU/WING PERMIT FOR Tf/E LOT. . THE HOUSE ADDRESS SYSTEM FOR THIS SI/ORT PIAT Srtl\LL BE AS FOLLOWS: ADDRESSES SHALL 8£ ASSIGNED FOR THE NORTN-SOUTH ROADS WITHIN THE RANG£ OF N/A TO N/A AND WITHIN THE RANGE OF 11330 TO 11358 FOR THE EAST-WEST ROADS INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE: OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUN7Y COD[ 16.08. DIRECT VEHICULAR ACCESS TO AND FROM SE 192ND STREET FOR LOT 1 AND 4 JS PROHIBITED. ACCESS TO SE 192ND STREET FROM BOTH SHALL 8£ FROM THE PRIVAIE ACCESS TRACT. BU/LO/NG PERMITS APPL/CAT/Qt/ Sftl\LL FOR ALL LOTS WITHIN THIS SHORT PIAT SHALL 8£ REVIEWED FOR COMPLtl\NCE WITH Hi£ APPROVED SMALL Slff ENGINEERING PLANS AND OTHER DRAINAGE CONTROLS AS REQUIRED BY THE Cl1Y OF RENTON OR THE KING COUNTY SURFACE WATER CONTROL MANUAL. LOTS 1, 2, 3 AND 4 OF Tl/IS SHORT PIAT ARE LIMITED TO 2,200 SQUARE FEET OF IMPERVIOUS SURFACE. LOTS TiiAT DD NO COMPLY ARE SUBJECT TO ADDITIONAL DRAINAGE REVIEW. SUBJECT TO: 1. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: SOOS CREEK WATER AND SEWER DISTRICT AND: WILSON 2 X PARTNERS RECORDING NUMBER: JULY 29, 1994 PURPOSE: 9407292564 DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT 2. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON Hi£ FACE OF THE SHORT PIAT RECORDED UNDER KING COUNTY RECORDING NO. 8303080870. MAP w CJ <{ (1- ".. _J 0 > SURVEYOR'S CERTIFICATE Cramer Northwest Inc. INSTRUMENT USED: GEOD/METER 600 AND/OR TRIMBLE 5600DR200+ METHOD: ll?AV[RSf EXCEEDING REQUIREMENTS OF W.A.C. JJ2-1J0-090. w (;\ ~ <( ~ <o ·-- THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES Surveyors Planners & Engineers INDEXING DATA: S.E. 1/4, SE 1/4, SEC. J2, T. 2J NORT/1, R. 5 EAST. W.M. WA 98032 .. .QWI.t'J ... E?, .. H!~.~~' . .I:'.~~ .. . IN ---------Au_g~ 2008 ---------. 945 N. CENTRAL, STE. #104, KENT, (253)852-4880 (local) 1-(800)251-0189 (loll free) SURVEYOR'S NAME MGR. SUPT. OF RECORDS ____ .()_~--~--~-------------- P.L.S. CERTIFICATE NO. ______ 40016 ______ _ (253)852-4955 (fax) E-MAIL: cni@cramernw.com DRAWN BY: J, [./(, CHECKED BY: 0.8.H. PROJECT NAME: GURDEV SINGH SP C O RYAN NE.A CREATED: Mon Aug 16 08:50:00 2004 PREV. PLOT: Mon Aug 25 15:45:54 20 PLOTTED: Mon., Aug. 25, 2008, 15:49:15 DATE: JOB NO.: Mon., Aug. 25, 2008 2004-1 J9S SCALE: SHEET: N/A 1 OF 2 C: ,John's lM jPbs 2004--139 FINAL SP.pro GURDEV SINGH SHORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, RECORDING NO. VOL./PAGE SHORT PLAT NO. L05S0009 KING COUNTY, WASHINGTON SCALE: GRAPHIC SCALE 1" =20' King County OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON 1 inch = 20 FT. ~ -· ~ l ___ ___.3 20 0 20 L 'l' HOUSE 'l' 1 (SCALED) r L _____________ I PORTION OF: :l-, LUftOC(-'9 ro-,St( L)lD ,-.a -0~35 rv I ry , ' ' ' ' ' ' ' rv I S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. I / / / ' ' ' ' ----1-----------------, I I / / ' ' ' ' ', HOUSE ', ,-----------~ I I I I I I I NOTE: EXISTING IMPERVIOUS SURFACE ON PROPERTY = 5,032± SQ. Fr. 2-------, HOUSE I (SCALED) / I I I I I I I 2-------' I.OT A K.CJ.J..A. NO. 12~21 I I HOUSE FOUND 1/:t' RE&\R W/ NO CAP I I I I I I I I I I I I I I I LOT /5 / / / / / / / / / / / / / / / / / / / / ', (SCALED) ', 1 ', ', I "' '' I '' ,, "I ', ,,." I '' ,,:' I ' ," I ' , LOT /6 ' , ' , ' , ' , ' , ' , ' , ' , ,,, I I I I I I LOT 11 : I I I I I HOUSE (SCALED) ,_ -----------l FENCE COR. /5 0.6' N. &, 0.51' S. &: 0.1/4' W. OF PROP. COR. " / / S88 "o0'36"E 16123' (CALCD.) FOUND I ':t' REBAR W NO CAP 0.35' N. &: O.+/' W. OF PROP. COR. I I 0.2' E. OF PROP. COR. FOUND 1/:t RE&\R W/ NO CAP 0.88' S. &: 0.4J' W. OF PROP. COR. END OF FENCE IS 0.2' N. &: 0.5' W. OF PROP. COR. TRACT F ' ' ' ' . ' / 80.62' LOT 2 5,659 SQ. FT. SB8 '50 '36"E 65.14' LOT 1 4,709 SQ. FT. . ~ lll ~ Rl \u "' "' ?; 15.00' FOUND 1 ':t REBAR W NO CAP r, r, 0.15' N. &: 0.41' W. OF PROP. COR.-\-------------------2 80.62' LOT 3 5,659 SQ. FT. . . ' • ' ~ '-------;::;;::-:::-==-:::-::-'.".'"----~ ~ SB8 "oO 36'1: 65.14' ! 9 ill ill ~ ~ \u "' "' 15.00' ?; ~ 1----- SHED LOT 18 -----------------~ ,--- I I I I I I I I I I I I I I I HOUSE ~ S88 ·50 '36'£ 30.00' ~ LOT 4 4,720 SQ, FT. i\, ti "' _*.....,....._;_ _ ------------------l . 8 @ ~~ . " Cl: & OJ 8 0::: ~ ~~LJ "-" .-..., ~ L,_ ~l,J . zo -t')C!) TRACT A: b:' a.; " "' ii; PR/VAT[ ACCESS "-' i"" <;fl 1,624 SQ. FT. : l's t:, ..., .. ~.:. q~ ,Z,; , ~:v-• ~ .,, .o.. ~ "-' -;,; , ..o.''"_;,,.':l ,.,_ '0.·0· ,;,.,,. : ,131·20·30· .,,-;r '\\,~:'b. ~-;;,;.c; , Arc= 13.68 · \> , cG -(9 c.. 0 / \ '?' ·'S'f.S'... / ~bi ,/',_"'_ ----~E~ ~o~ 9~07;;0~1----;~~~====36~·,1:;;·:~·-39:;:,30;:::-.~_;--=:::::.-----:SBB::-:"oO::::::·oo:.E~·-.:155:.:52::-,.:----_:::,::::,_.._ ____ .::_39~·4£.o·~--J<,~ --~ -----------------2 , -t«,q;-q, Arc=25.60' \,I DEDICATED TO THE PUBLIC FOR ROAD USE DEDICATION . ' ( -----~""----_ ----__________________ "?,"!:. ~-~ _ _ _ PURPOSES UPON RECORDING OF THIS SHORT PLAT 1,790 SQ. FT. \,I ': REC. NO. 9201220877 ...... .,, , ... ... ___ ,.,. ..... 134.00' ___ ,/: ----------------------2 FOUND CONCRUE MONUMENT ,,--·-w; oW.ss 01si(1N CASE 3 £ (S. 1/f COR.) ~+--~---------~----- . iil SOUTHEAST 192ND STREET ' : l'J • t -""' 8:8"' • • 0) o:C\JP (T)I ~ T"t ' C, l :.:: ,{'\~ : ,.,. ' ' I / ----' .-" BASIS OF BEARINGS: BEARINGS Sf/OWN HEREON ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUAll[ER OF SECTION 32. TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M .• BEING NORTH 88"50'36" WEST AS SHOWN ON Tf/E PLAT :OF CHINQUAPIN RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTY. WASHINGTON. ' LEGAL DESCRIPTION: (PER STEWART TITLE SUBDIVION GUARANTEE ORDER NO. 200497497) LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED iJNDER RECORDING NO. 8JOJ080870, RECORDS OF KING COUNTY, WASHINGTON. (SEE SHEET OF 2 FOR "SUBJECT TO" /T[MS) ' '. NOTES: 1. MONUMENTS LAST V/51/ED ON 8-4-04. 2. SOME SURROUNDING ~OUSES WERE SCALED FROM D.D.E.S. WEB SITE. l LEGEND: • 0 -{}- SET 1/2" REBA/l AND CAP • CNW •WO 16" \ FOUND REBAR AS DESCRIBED WOOD FENCE --+-WIRE FENCE (CALCO.) CALCULATED PER CHINQUAP/N RIDGE REFERENCE SURVEY & SECTION BREAKDOWN: 1. CHINQUAPIN RIDGE VOL. 159, PGS. 56-62. FOUND CONCRDE MONUMENT W TACK IN LENJ IN CASE S.£ SEC. COR. 655.75 (CALC V.) N88"50'36"11 2624.84' (l.fEAS.)-------------~- w ('.) <( (L Cramer Northwest Inc. Surv,eyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4B80 (local) 1-(800)251-0189 (loll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com "-- __J 0 > INSTRUMENT USED: GEOO/METER 600 AND/OR TRIMBLE 560DDR2DO+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. JJ2-1J0-090. INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: J,[,R, CHECKED BY: O.B./-1. DATE: JOB NO.: Wed., Aug. 27, 200a 2001-1 J9S SCALE: 1 inch ~ 20 FT. SHEET: 2 OF 2 PROJECT NAME, GUROEV SINGH SP C O RYAN N CREATED: Mon Aug 16 08:50:00 2004 PREV. PLOT: Mon Aug 25 15:45:54 200 PLOTTED: Wed., Aug. 27, 2008, 8:J4:10 C: John's TM jubs 2004-IJ9 FINAL SP.pro CONDITIONS OF APPROVAL File Number: L05S0009 File Name: SINGH Short Plat Complete Application Dote: Morch 10, 2005 J. DECISION: Proposed Short Plat revised and received July 14, 2005 as described by Attachment 1_of this report is granted preliminary approval subject to the following conditions of final approval: 1. The proposal shall Compliance with all platting provisions of Title 19A. oflhe King County Ccxle. 2. All persons having an ownership interest in the subject property shall sign on the face of the final short subdivision. 3. All utilities within proposed rights-of-way must be included within a franchise approved by the King County Council prior to final short plat recording 4. 2005 King County Surtace Water Design Manual (SWDM· The following are drainage conditions applied to this proposal: A. TARGETED DRAINAGE REVIEW The proposed short subdivision requires a Category #2 Targeted Drainage Review as outline<! in Chapter 1.1.2.2 in the Surtace Water Design Manual. The existing drainage system must be mcxlified to collect and convey drainage along the property fiontage. 8. ON-SITE BMP's The proposed on-site improvements appear to qualify for small site drainage BM P's as outlined in Appendix C of the Surtace Water Design Manual. 5. 1993 King County Road Standards -Final short plat approval shall require full compliance with the provisions set forth in the 1993 KCRS, including engineering plans for all road improvements. The engineering plans shall be prepared by a professional civil engineer licensed in the state of Washington. DOES strongly recommends that the engineering plans be submitted atleast two years prior to the expiration date of tr1e proiect. The fdlowing conditions_apply lo this short plat unless a variance pursuanl to the variance procedures in KCRS 1.08 is obtained or otherwisa approved by ODES: A. Frontage improvements along SE 192nd Street shall be designed to Urban Principal Arterial Standards per KCRS Section 2.02. These improvements shall extend along the entire frontage of the site and make standard connections to adjacent improvements. 8. forty-two feet of Right-of-Way (ROW) width shall be dedicated north of the SE 192nd Street RfW centerline, along the fiontage of the site. C. Appropriate pavement tapers and pavement striping shall extend easl and west of the proiect's frontage. D. A Road Variance (KC File Number L05V0049) was granted for intersection spacing with the condition that the private access tract be located at the center of the property frontage. Additionally, approval was granted for a reduced stopping sight distance. E. Rockeries, luminaires and utilities located along the frontage of the site shall be relocated, redesigned or removed to match the ultimate roadway design of SE 192nd Street without creating roadside obstacles per KCRS Section 5.11. F. The propose<! Private Access Tract (PAT) shall be revised to allow adequate access width (20 feet minimum, measured from the point of curve) to lots 1 and 4. This will requires shortening the length of the panhandle portion Lots 2 and 3. G. The PAT shall be constructed per KCRS Section 2.09.8. H. There shall be no direct vehicular access to or/ram SE 192nd Street from those lots which abut it. A note lo this effect shall appear on the engineering plans and final short plat. I. The following Notes shall be shown of the final recorded short subdivision (1) Warning: King County has no responsibility to build, improve, maintain or otherwise service the private access road contained within or pro~de service to the property described in this subdivision. (2) All private easements and or tracts to be maintaine<I, repaired and/or rebuilt by the owners of the parcels having legal access there from and their heirs, assigns or successors, unless and until such roads are improved to King County Road standards and are dedicated and accepted by King County for maintenance. 6. Health (KCC 13)-This project is exempt from further King County Heath Department review. However, if improvements are required from the Sewer and/or the Water District, then verification shall be required from said District(s) that the improvements have been bonded and/or installed, prior to final recording of the short plat. 7. Building and Construction Standards (Title 161-The applicant shall comply with all applicable provisions of KCC 16.82. 8. Fire Code (KCC 17] -Section 902 of the 1997 Edition of Uniform Fire Code-The Fire Engineering approval is granted as proposed. 9. Density and Dimensions (KCC 21A.12). All lots shall meet the density and dimensions requirements of the R-8 zone classification or shall be as shown on the face of the approved preliminary short subdivision, whichever is larger. Minor revisions to the short subdivision, which do not result in substantial changes and/or do not create additional lots may be approved at the discretion of the Department of Development and Environmental Services. 10. The existing house on the site shall be removed prior to the final approval and recording. 11 Street Trees (KCC 21A.16J. Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A.16.050): A. Trees shall be planted at a rate of one tree for every 40 feet of frontage along SE 192nd Street and the p1ivate tract where it can be aooommodated. Spacing may be mcxlified to aooommodate sight distance requirements for driveways and intersections. 8. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Standards, unless King County Department of Transportation determines that trees should not be located in the street nght-of-way. C. If King County determines that tile required street trees should not be located within the nght-of-way, they shall be located no more than 20 feet from the street right-of-way line. D. The trees shall be owned and maintained by the abutting lot owners or the homeowners association or other workable organ~ation unless the County has adopted a maintenance program. Ownership and maintenance shall be noted on the face of the final racorded plat. E. The species of trees shall be approved by DOES if located within the right-of-way, and shall not include poplar, cottonwood, soft ma~os. gum, any fruit-bearing trees, orany other tree orshrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. F. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DOES prior to engineering plan approval. G. The applicant shall contact Metro Service Planning al 684-1622 to determine if SE 192nd Street is on a bus route. If it is a bus route, the street tree plan shall also be reviewed by Metro. H. The street trees musl ba installed and inspected, or a performance bond posted pnor to recording of the plat. If a performance bond is posted, the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the pertormance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond may be released after DOES has completed a second inspection and determined lhat the trees have been kept healthy and thriving. 12. Road Mitigation Payment System -The applicant or subsequent owner shall comply with Road Mitigation Payment System (MPS), King County Ccxle 14.75, by paying the required MPS fee and administration fee as determined by King County Department of Transportation. The applicant has an option to either: A. Pay the MPS fee at final short plat recording. If this option is chosen, the fee paid shall be the fee in effect at the time of short plat application and a note shall be placed on the face of the short plat that reads, "All fees required by King County code 14.75, Mitigation Payment System (MPS) have been paid.' Or 8. Pay the MPS fee at the time of building permit issuance. If this option is chosen, the fee paid shall be the amountin effect as of the date of the building permit application. Other Considerations A. Preliminary approval of this application does not limit the applicant's responsibility to obtain any required permit or license fiom the State or other regulatory body. This may Include, but not be limited to, obtaining a forest practice permit, an HPA permit, building permits, and other types of entitlements as necessitated by circumstances. 8. The short subdivision shall conform to KCC 16.82 relating to grading on pnvate property. C. Developmenl of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division BENCHMARK: KING COUNTY BENCHMARK NO. 5809 . FOUND CONCRETE MONUMENT W/ TACK IN LEAD AT SOUTHEAST CORNER OF $£CT/ON J2, rowNSHIP 2J NORTH, RANG£ 5 EAST, W.M. E:L/:VATION = 514.98 U.S. F/:ET SHAKES, ASPHALT SHINGLES, OR TILES DATUM: NORTfl AM/:RICAN VfRTICAL DA TUM OF 1988 CONTOUR INTERVAL: 2.00 U.S. FEET LEGAL DESCRIPTIONS: TAX PARC£!. NO. J22J05-90J8 'b 1/2" EXT. PLYWOOD COVER GABLE ENDS WITH U2" EXT. PLYWOOD TRIANGLE -27"X16"X16" LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER R/:CORDING NO. 8JOJ080870, RECORDS OF KING COUNTY, WASHINGTON. -.r - SHEET /Nl}EX: 1 COV/:R SH/:ET 2 f/OR/ZONTAL CONTROL PLAN J EROSION CONTROL PLAN 4 STORM AND GRADING PLAN 5 ROAD IMPROV£M£NTS/ STRE:ET TRE:E: PLAN 6 DETAILS Sl-1 ILLUMINATION AND PAVEMENT MARKING PLAN SL-2 ILLUMINATION DETAILS 1 OF 2 SL-J ILLUMINATION DETAILS 2 OF 2 TC-1 T/:MPORARY TRAFFIC CONffiOL U .O TREE RETE:NTION PLAN ABBREVIATIONS BLC C CB CL co BUILDING CORNER COMPACT CATCH BASIN CLASS CLEAN OUT STORM DRAIN D DDCV DI DOUBLE: DET/:CTOR CH/:CK VALV£ DUCTILE IRON DOWNSPOUT DRIVEWAY E:L/:VATION EA5£M£NT FOUNDATION DRAIN DS D/W H ESMT FD FDC FF FHY Fl H/C If FIR£ DE:PT. CONNECTION FINISH FLOOR LF L/S FIRE: HYDRANT FLANGE: JOINT HANDICAP INVERT £LEVA TION LINEAR FEET LANDSCAPING L.E'C.EN.D: OE SCRIPT/ON STORM SEWE:R SANITARY SEWE:R WATER NETY Mf/ MJ OVf/D PL R R/W s SQ FT S/W TC TP U.N.O. s w £ N NW SW NE: SE; AC PAVING CONC. S1D£WALK J'',.;.,,· ,j [!'. ~:';c:J SPOT H/:VATIONS CONTOURS PARKING t -,>. STORM CATCHBASIN ·SANITARY SEWER MANHOLE WATER VALV£ FIR£ HYDRANT UTILITY POLE DECIDUOUS TREE CONIFER TREE LIGHT POL/: GUY WIR£ WAT/:R METER BOLLARD SILT F/:NCE: CLEARING LIMIT ~ ---50--- MANHOLE: ME:Cf/ANICAL JOINT OVERHEAD PROPERTY LIN£ RADIUS RIGHT-OF-WAY SANITARY SEWER SQUARE FEET SIDEWALK TOP OF CURB T/:ST PIT UNL£5S NOT/:D OTH£RW/Sf SOUTH WEST EAST NORTH NORTHWEST DETAIL 4• MAX. OVERHANG EACH SIDE 6'-0" 50UTHW£ST NORTHEAST SOUTHEAST SEE DETAIL 4" X 4• WOOD POST EXIST/NC [X. STORM ---- [X. S['ll[R ---- ~,':I li::.L~ ci'::c:Sl ~ xx.xx ,--- ---50--- 0 [I]]]] ® EEl • :y:: ~ * @ J,, SIDEWALK -VERTICAL OR ROLLED CURB NOTES: 1B" :::~· · .. · .. · .: ;-:: ,;,,.·;::-..•· .. ,, ~ON A-A 10 BOXES 1.w<. FACE OF CURB ELEYAJ]ON <{l VARIES 2' -o· 1 o' -o· .---===---r·.---=---=---~ .MAILBOX CLUSTER ~ ;11 :11 ):1:1:11 ):1:1 ;11 );(! :11 ):11 VERTICAL CURB • 0 I <O <{J SIDEWALK VERTICAL OR ROLLED CURB - 1. FOR THREE OR MORE MAILBOXES ON URBAN RESIDENTIAL ACCESS STREETS WHERE THE SPEED LIMIT IS 25 MPH. 2. MAILBOX HEIGHT VARIES ACCORDING TO THE TYPE OF DELIVERY VEHICLE. THESE HEIGHTS SHALL BE DETERMINED BY THE POSTMASTER DURING PLAN REVIEW. 3. MAILBOXES MUST BE POSTMASTER APPROVED WITH A UNIFORM BOX STYLE AND METHOD OF ADDRESS IDENTIFICATION. . 4. LOCATION OF MAILBOXES SUBJECT TO APPROVAL OF THE J!EVIEWING AGENCY. 5. WOOD POSTS SHALL BE PRESSURE TREATED FIR OR HEMLOCK. 6. FOR MAILBOX CLUSTER LOCATION IN SHOULDER SECTION SEE DWG. NO. 5-011 7. SEE SEC. 5-04. 8. OPTIONAL NEWSPAPER BOX STRUCTURES ARE SUBJ[CT TO APPROVAL OF REVIEWING AGENCY. DTL 1 /1, MAILBO}( • 0 -·' - • 0 . I ;!; ., "' N ~ Vici n it y M a p ' ' " ' SE 111~~St HOO• 11328 SE 192ND ST 98055 Soils Map SITE SOIL: AgB SE 192ND ST Notice Required Contractors shall notify operators who maintain underground utlllty JJnes In the area of proposed excavation or blasting at least two business days, . but not more than ten working days prior to commencement of excavation or demolition In accordance with RCW ntle 19. Names and telephone numbers of the operators of underground utility llnes in this project appe,;ir below. These numbers shall also be used to serve In an emergency condittons as required. SOOS CREEK WATER AND SEWER DISTRICT Sanltary Sewer SOOS CREEK WATER AND SEWER DISTRICT Water District Phone 25J-630-9900 253-630-9900 Site Plan Approval Approval of these plans Is tor construction of road and drainage improvements, site drainage & grading and temporary erosion control in unincorporated King County only. These plans do not authorize any other utility approval or Improvements proposed in any State right of way. Site plan approval is void if the commercial building permit has not been obtained or renewed within two years of approval. Subdivision plan approval is void It the tlnal plat is not recorded prior to the preliminary plat approval expiration. Section PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Township Range Tax Parcel Number I 3 1 2 I I 21 31 Io I 5 I 1312121310151 I 9 Io I 3 I 8 I Site Location Is within the -------drainage ahed(s) Pro Rota Share Asaesament(s) are: D Required D Not Required from the site due to development for lncreosed storm woter runoff. Peak Runoff Assessment Rate($ ) per c.f.s. lncreooes.(10 year, 2 hour storm) Peak Volume Assessment Rote($ ) per Ac. Ft. lncreases.(2 year, 2 hour storm) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. Date Preliminary Plat Approval Ordinance # Expiration Date: Prellmlnary Map Approval Other Construction Permits Received Right-of-Way Use Permit Grading Building/Structural Other _____________ _ Date Emergency 911 Pol ice-Fire-Rescue RECOMMENDED FOR APPROVAL Engineer Plan Reviewer Engineer Supervisor I Traffic & Planning Engineer I King County Conservation District I Structural Review Engineer Other i i ' l ]APPROVED FOR CONSTRUCTION J l DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES • (/) a::: L.,J z z j a.. • V'l a::: w w z (!) z w ,-. <C( : to 3: J: E "'" " -0 0 t--" z O • LaJ.;:t';..3: - :::a.:: a, E -ca " st -E 0 0 o -t .. .... -" ,!!l!~ ..... ;.;:. C: (/) t;; 0 t) -J 0 •••• ... ao ..J >-:;i I< CD °' -~ Q I;; ..... :c VI t-I "' z L.J:::..::"' "' ,._ u~ 0 O La.I c( . :c 0 z.,....... 0 V> It) 0 '<t " "' .2 ._., ·. ® King County, Washington_ . [o)lEtlE~W~ ~ iru NOV 1 5 2007 Gas Company 0 Ol .... 0 0 0 888-321-7779 PUGET SOUND ENERGY Power Company Call Before You Dig DIAL-A-DIG 1-80D-424-5555 Notes 1. The Developer Is required to notify the Land Use Services Division, Land Use Inspection Section (206) 296-6642, three doys prior to the beginning of construction for o preconstruction conference and spectflcally request Date I L l,~~L-v Q.) +-' (l) Cl) GURDEV SINGH Name James H. Sanders, P.E. Development Engineer K.C. D.D.E.S 425-271-6728 Phone I > C C 0 I ~ 8 ~ _5 _1~9_1 0_0---'-1 0=-4'-'T"'"H_PccL=-A.:.:Cc=E_S::..:E::,., --'R.:.:E::.cNc:.T;:..ON"'''-"'-W'-'A ...:9:.:8:.:0.::c5::..5 __ _ D IX] D Address and Zip Code Inspection before beginning: A. lnstalllng slltot!on ond erosion control measures B. Cleorlng and grubbing C. Earthwork D. lnstallotlon of any underground utrllty [' E. Before placing subbose, base or povlng surfaces / F. Jnstallation of any forms or placing any concrete \ 2. WA phe1rmltt muSstttbeDobta11ned tfrom the offlcet 1of the Resident Engineer, I f ,Q.. cs ng on a e epar men of Tronsporta on, before cny construction I \ .c: Is started on any exlstlng state route. ~ 1-. ~ 3. A Hydraulic Project Approval (HPA) Permit must be obtained from the I ll ~ i ] Washington State Deportment of Fisheries prior to any work when required. I o o ~ f-----------------------------11 ~ 1X1 D Bonding Information Restoration Bond Amount $ -------- I 1J ~ .I Performance Bond Amount $ -------- D A Partnership IXJ An Individual _G_U_R_D_EV_S_IN_G_H _________ 425-271-6728 Name Phone 19100 104 TH PLACE SE, RENTON, WA 98055 Address and Zip Code IXI A Corporation D A Partnership D An Individual _C_R_A_M_ER_N_O_R_TH_W_E_S_T_I_N_C_. --~~-253-852-4880 Name Phone a:: 0 Cl) Cl) Ill (D I() I.. 0 0 Cl> -' -' .a t..: t..: o E Cl> Cl> z ::I .a .a ....,z E E C Cl> :::, ::I Cl)= z z ELL. >, ..... Cl..>, ..... 0 o...., '> .!; "ii C ·-..... 0 > ::I 0 I.. Cl> 0 < a. C (.) License/Seal EXPIRES NTS lt'. ~ en I o,::i._c: ·--------------..J.------------------------------t O ~ O ~ 945 N CENTRAL KENT WA 98032 Address and Zip Code LO 7 F K..oS -Sheet 1 of 6 r I I '1 ' '.! 7 I I I I I I I I I I I I I I I I I I I FOUND 112" REEW? WI NO CAP 0.51' S . .!: 0.84' W. OF PROP. COR. FOUND 1 [.2" REBI\R Wi NO CAP 0.88' S. & 0.4J' W. OF PROP. COR. / rv I I I I I I I I " LOT /5 / / / / / / , / / / / / / / 80,62' LOT 2 / I "l 5,659± SQ. FT. I u! LOTA K.CL.L.A. NO. /2/J5021 I I I I I I I I I I J I I I I I I I TRACT F I I I I I ~ ~i l'J I 588 '50 36"E 65.!4' . ' o' . .. 0) p ~ ~ Ml LOT I iB 4,709± SQ, FT. -r d 31 '2030' Rd1Ja25.00' ~-------------------\ Arc-13.68' 36.12' / :~'3930" / REC. NO, 9201220677 / " d 90 w ·oo Rad-i!5.00, ~ Rad-25.00 c-25.60' Arc=3927 --------------------------- FOUND CONCRETE MONUMENT W BRASS DISK IN CASE (S. 1/4 COR.) t:~S] t----- 5 ·-- ' CONCRETE VER77CAL CURB SITE BENCHMARK "11 Rill OF SEWER MANHOLE EL.= 502.97 U.S. FEET CURVE TABLE: LINE DELTA Cl 89'34'41" C2 90'25'19" . :;i RADIUS ARC 25.00' 39,09' 25.00' 39.45' / / / / / / / / / / / / / / HORIZONTAL CONTROL PLAN FOR GURDEV SINGH LOCATED IN THE S.E. 1/4, OF' THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANCE 5 EAST, W.M., KING COUNTY, WASHINGTON LOT 16 J J J J FOUND 1 lz' REBAR WI NO CAP I J J J J rv J I J J LOT i1 SB8 '50 '36"E 161 .23' O.J5' N. & 0.44' W. OF PROP. COR. :~ FOUND 1/z' REBAR W/ NO CAP ~ N . .!: 0.47' W. OF PROP. COR. 80.62' -------------------? LOT J " 5,659± SQ, FT. "l ill u! ;ii; l'J ,I ?i LOT2 ~ K.C.5.F, NO. 4/J2001 ~ 24,/60t 561. FT. LOTlt; I(' ~ SB8 '50 36''E 65.14' ~ .. ~ s:, ~ ~ 1'l i8 ~ ~ g .. ,I ?i ~ &l v"' CURB CUT ~ l'J 15.00' 15.00' "' ,,. sea 'fiD '36 "E 30.00' ?i ~ ~ LOT 4 4,72at SQ. FT. " "l ;z P.A.T. 1,624± SQ. FT. ~ SITE BENCHMARK "A" TOP CENTER BOLT ON F.H. EL= 510.23 U.S. FEU BO.OD' 39.40' 155.52' -. 12' TO BE DEDICATED UPON 8 RECORDING OF THIS SHORT PlAT ~ --------------------? REC. NO, 9201220677 t! 134.00' - ' ' ''l) --------,-------------2 ============CURB CIJT ====='!'°: ' S.E. 192/111) S7'. ' ' ' . :g ' ' : iil ' ' ' ' I ----· FOUND CONCRETE MONUMENT W TACK IN LEAD IN CASE (S.E. Sf. COR.) NBB'50'36"W 2624.84' (MEAS.) ' •" "' ___ 6_55.75'_ ---_ ____j~ ·--~~ ~ ----'{IS:/ -I fl! I CALC'D CENTER OF SECTION GRAPHIC SCALE 1" =20' • 20 0 20 BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE EIASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION J2, TOWNSHIP 23 NORTH, RANGE 5 £AST, W.M., BEING NORTH 88'50'3/t' WEST AS SHOWN ON THE PLAT OF CHINQUAPIN RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: , LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 8J03080870, RECORDS OF KING COUNTY, WASHINGTON. . NOTES: I. MONUMENTS LAST VISITED ON 8-4-04. 2. SOME SURROUND/NG HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF / 988. BENCHMARK: KING COUNTY BENCHMARK NO. 5809 F9UND CONCRETE MONUMENT W/ TACK IN LEAD AT SOUTHEAST CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 £AST, W.M. ELEVATION = 514.98 U.S. FEET. SITE BENCHMARK: SITE BENCHMARK "A" TOP CENTER BOLT ON FIRE HYDRANT ELEVATION a 5/0.23 U.S. FEET. SITE BENCHMARK "fJ' RIM OF SEWER MANHOLE ELEVATION = 502.97 U.S. FEET. CONTOUR INTERVAL: 2.00 U.S. FEET. LEGEND: 0 FOUND REBAR W/ NO CAP AS DESCRIBED @ SANITARY SEWER MANHOLE 6, FIRE HYDRANT N89'29'13"E 2663.03' ' ALUMINUM CAP W. PUNCH -J2 33 DN. /.5' (PER PLAT OF CH/NQUAPIN RIDGE, + VOL. 159 PGS. 56-62 I ~I SUBDJVJS/ON HELO PER THE PLAT OF CH/NQUAPIN RIDGE:, ii VOL. 159 PGS. 56-62 RECORDS OF KING COUNTY WASHINGTON. jl I FOUND CASED CONG. MON. I /"' W/ BRASS TACK 1 /'° VISITED ON 8-4-04 ~2--+--- 5 FOUND CASED CONG, MON. W/ BRASS TACK '11SITED ON 8-4-04 ---_ S.&. 192ND '!:' _ --- Nti8 '50 '361'1 2624.84 '//,£ASJ 2624.82' (PLAT) L-----------------------------------------------------------------------------------------------------------"'1Pl'llR~OJ~Eci'lr'"iNAMvni:E!'.",~s71J1NrncH71!1SP.;,'l/7rC,;;REA;:Ti",TE';;O,:'"J.lil;o:;:n"'lA~ug;""iaoa:50:00 2004 PREY. PLOT: Thu Jun 14 15:36:30 200 PLOTTED: Fn., Aug. 17, 2DD7, 12:56:13 •· • II) II) ~ I N ~ ,.._ N "l "l II) ON 00 ._, a, 0 00 fXl -,t I N :3 ,.._ "l ~ ._, " 0 0 "' • ' .A I I· ,I ', I I wur-e 7W3?'2HFfi:arr::z;;--0 Z-t N TEMPORARY EROSION CONTROL SEED MIX % Weight % Purity % Germination w E Chewings or red fescue 40 98 90 Festuoa. rubra var. com.mu.ta.ta. or Festuca rubra ~nnual or perennial rye 40 98 90 Lolium multi.floru.m or lolium perenne s Redtop or colonial bentgrass 10 92 85 HOUSE: (SCALED) Agrostis alba or Agrostis tenuis White dutch clover N 0" --i---------lL001n LOO CQ ,0 0 ,0 HOUSE I TRACT F TriJolium re-psns LOT 15 LOT 2 5,659± SQ. FT. ' 18" APRICOT 10 r------1 I I I GARAGE: \ \ F.F.~ 512.4± I (TO 8£ R£MOVE:D) 98 LOT 16 LOT J 5,659± SQ. FT. 90 HOUSE (SCALED) I I L ~ i -----,---\ -~, I \ ,,-"' ', I \ / " I V ,...----, '- /1 ' \ I / ' \ I GRAVEL / I '-\ '-;', LOT 2 \ I / "° K.C.S.P. NO. 482007 \ \ LOT A K.C.L.LA. NO. 1285027 '-f \ 24, 160± SQ. FT. \ '--,;OBEREI.IOVED/ ------, \ -~ '!,&'\ I ---L- ') Ii ,~~,"" I -\ I CLfARING UMITS, TiP INLET PROTECTION LOT 1 4,709± SO. FT. I 11 I ,.,1 .,~ I I I I I I \c::,'ll I I I I 11---:--I I I 7 ro" R~O'IEOI 1 ~'E!"~ 1 I 1 RPSE \ I I I I ~t \ I I \ \ : I I I T I \ I I I L r-~ I \ I ~-...J I I I ~~, \<'i I s,2 I I ....... ~ ~ ~ .f'\ . , 1~-1 I l~I, FT. l~ilil I gi I : \ DTL 1 /3 /-~;:-:---::~~'J!:""~~....,.~1'-- '- Ii ~ ~~ ~-\ ' I I --~ I -1 ~-I I ' i~ I I r'---==::..--:----T~~~;'=:=::::=====:::,,.....=~==~--=-==:/-+ ~ I ' --,ial ~..--1- -------'CURB CUT I 508/ I ------ 279' SILT FENCE -~-SITE BENCHMARK 'B' RIM OF SEWER MANHOLE EL=502.97 U.S. FEET DTL 3/3 FOR ASPHAU EOG£ '{, 0 SSMH RIM=502.97 8' PVC E.-W. CTR. CHANNEL=489.72 EROSION CONTROL PLAN 1" =20' /CATCH BASIN ~GRATE ""'c=-~1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. DTL NTS OVERFLOW POROUS BOTTOM / 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. 1 /3, INLET PROTECTION 87' SILT FENCE DTL 3/3 10' DTL 2/3, I NTS EROSION CONTR10L PLAN FOR GURDEV SINGH SHORT PLAT LOCATED IN TJ-IE S.E. 1 /4, OF THE S.E. 1 /4, GENERAL NOTES OF SE'CTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON 1. All construction shall be in accordance with the King County Code (KCC), King County Rood Standards (KCRS), King County Surface Water Design Manual (KCSWOM) and the conditions of preliminary subdMsion approval. It shall be the sole responsibility of the applicant and the profess!onol civil engineer to correct any error, omission, or variation from the above requirements found in these plans. All corrections shall be at no oddlllonol cost or liability to King County. 2. The design elements within these plans hove been reviewed according to the King County Deportment of Development and Environmental Services (ODES) Engineering Review checklist. Some elements may hove been overlooked or missed by the DOES pion reviewer. Any vcrionce from adopted standards Is not allowed unless specifically approved by King County prior to construction. LOI 4 4, 7201 50. FT. LOT 17 SH£D HOUSE: (SCALE:D) WT 18 HOUSE: REC. NO. 9201220877 PROVIDE EXISTING CB WITH SOLID LOCKING LID JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATIACH FABRIC TO POSTS. 6' MAX. / POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD---. STRENGTH FABRIC USED FILTER FABRIC--- ~ MINIMUM 4"x4" TRENCH // BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5'/' WASHED GRAVEL NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT DTL NTS EX. CB'S #7. RIM=507.45 S IE=504.91 (12" ADS) E IE=504.96 (12" RCP) NE IE=505.37 (6' PVC) ue. RIM=507.80, (SOLID LID) (ASSURE LOCKED STATLS) N IE=504.54 (12' ADS) W IE=504.37 (12' ADS) #9. RIM=500.40 555. 75' E IE=497.06 (12' ADS) W IE=497.06 (12' ADS) 3/3, I S,ILT FENCE z :::. ' N ~ 3. Approval of this rood, grading, and drainage pion does not constitute on opprovcl of any other construction (e.g., domestic waler conveyance, sewer conveyance, gos, electrical, etc.). 4. Before any construction or development activity, a preconstruction meeting must be held between the DOES Land Use Inspection Section, the Applicant, and the Applicant's Construction Representative. 5. A copy of these approved plans must be on the job site whenever construction Is in progress. 6. Construction noise shall be limited in accordance with King Coonty Code (Section 12.88); normally, this is 7o.m. to 10 p.m. on weekdays and 9 o.m. to 10 p.m. on weekends. 7. It shall be the Appllcont's/Controclor's responsibility lo obtain all construction easements necessary before initialing off-site work within the rood right-of-way. 8. Franchised utilities or other Installations that ore not shown on these approved plans shall not be constructed unless on approved set of plans that meets all requirements of KCRS Chapter 8 Is submitted lo the DOES Land Use Inspection Section three days prior lo construction. 9. Datum shall be NAVO '1988 unless otherwise approved by DOES. 10. Groundwater system construction shall be within a right-of-way or appropriate drainage easement, but not underneath the roadway section. All groundwater systems must be constructed In accordance with Section B1 3.02 of the APWA Standard Specifications. 11. All utility trenches shall be backfilled and compacted to 95 percent density. 12. All roadway subgrade shall be backfilled and compacted to 95 percent density (WSOOT 2-06.3). 13. Open cutting of existing roadways is not allowed unless specifically approved by DOES and noted on these approved plans. Any open cut shall be restored In accordance with KCRS 8.03(8)3. 14. The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, floggers, and any other needed actions lo protect the life, health, and safety of the public, and to protect property in connection with the performance of worl< covered by the contractor. Any worl< within the traveled right-of-way that may interrupt normal traffic flow shall require at least one flogger for each lane of traffic affected. Section 1-07.23, 'Traffic Contr~,' of the WSOOT Standard Specifications shall apply In Its entirety. EROSION AND SEDIMENT CONTROL NOTES 1. Approval of this erosion and sediment control (ESC) plan does not constitute an approval of permanent road or drainage design (e.g., size and location of roads, pipes, restrlctors, channels, retention facllltles, utilities, etc.). 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities Is the responsibility of the appllcanl/ESC supervisor until all construction Is approved. 3. The boundaries of the clearing limits shown on this pion shall be clearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicont/ESC supervisor for the duration of construction. 4. The ESC facilities shown on this plan must be constructed prior lo or in conjmclion with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 5. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these £SC facllllies shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and slit fences, etc.}. 6. The ESC faci!ities shall be inspected doily by the applicanl/ESC supervisor and maintained to ensure continued prop ... functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (Oct. 1 to April 30) and of monthly reviews during the dry season (May 1 to Sept. 30). 7. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., ,eeding, mulching, plastic covering, etc.) . 8. Any area needing ESC measures not requiring Immediate attention shall be addressed within fifteen (15) days. 9. The ESC facilities on Inactive sites shall be inspected and maintained a minimum of once a month or within forty-eight ( 48) hours !~lowing a stonn event 10. A\ no lime shall more than one (1) fool of sediment be allowed to accumulate within o catch basin. All catch basins an1 conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment-laden waler into the downstream system. 11. Stabilized construction entrances and roods shall be Installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all p_oved areas are kept clean for the duration of the project. 12. Any permanent flow contr~ facility used as a temporary settling basin shall be modified with the necessary erosion contr~ measures and shall provide adequate storage capacity. If the faclllly Is lo function ultimately as an lnmtralion system, the temporary facility muet be graded so that the bottom and sides ore al least three feet above the final grade of the permanent facOlty. 13. Where straw,. mulch for temporary erosion conlr~ Is required, It shall be applied al a minimum thickness of 2 lo 3 Inches. S89'04'1J'E: 295.77' ----- " _ EX.2EWEfL ____ _ SITE BENCHMARK 'A' -t--14. Prior lo the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to Identify which ones can be seeded In preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch mop of those areas lo be seeded and those areas lo remain uncovered shall be submitted lo the ODES inspector. The DOES inspector can require seeding of additional areas in order to protect surface waters, adjacent properties, or drainage facilities. "a o''\ ASPHALT EDGE TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET SSMH RIM"512.54 8' PVC E.-W. CTR CHANNEL"498.14 t1) I I I 4-6" Length may be rnodified by ODES inspector as site conditions warrant. !1' CONSTRUCTION ENTRANCE 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT RECOMMENDED CONSTRucnON SEQUENCE 1. Pre-construction meeting. 2. Flag or fence clearing limits. 3. Post Notice of Construction Activity sign with name and phone number of ESC super~sor. 4. Grode and install construction entronce(s). 5. Install perimeter protection (silt fence, brush barrier, etc.). 6. Grode and stabilize construction roods. 7. Construct surface waler controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. B. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 9. Relocate surface water contr~s and erosion conlr~ measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the King Coonty Erosion and Sediment Control Standards. \ 10. Cover all areas that will be unworked for more than seven days during the dry season or two dar-, quring the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. \ 11. Stabilize all areas that reach final grade within seven days. 12. Seed or sod any areas to remain unworked for more than 30 days. , 13. Upon completion of the project, all disturbed areas must be stabilized and best management practices removed if appropriate. KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Date Completion Dote Approval Dote • ~ ~ c3 ~ ~ ~ ~ ~ C ~ V) a:: 0 >-w > 0:: ' :::> V1 • V1 0:: w w z -(.!) z w ~ 111: e-; • Clj ,Z:..; ..... r.:j ki l() ~ r,j ~ ii;~~~ .... ~ .... J:l:; C!, ~~~-~ • ~ Clj ~~~~ :c; 0, ~ ti3 ki t\l .... ::,.. r,j ~ ~ i:., ~ 0 ~~Clj~ :::) e-; ~ I:.') ~>:c;o~ ~· ......... ; C:) q . ~~~ ~ :c; 0~ ...:i e-; ~ ~ ~ 0 00 ~ I N ti .... :c Vl '<J LtJ 0, I') -U') "'4 00 ...... ~a .., U') .. a N >-C's ...., m .. ' zO Jr; z ~Ill c!=l N w E s N --+----------iQ ~ 'DQ<o '°Oen HOUSE: co Q c, Q "' LOT 15 LOT 16 HOUSE (SCALED) STORM & GRADING PLAN FOR GURDEV SINGH SHORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, KING COUNTY, WASHINGTON LOT 17 ----------~ HOUSE (SCALE:O) # W1 W2 W3 ROCK WALL INFORMATION TABLE LOCATION WALL EL. {FTl STATION & OFFSET TOP BOTIOM STA 9+80 35' LT 502.5 500 STA 10+00, 35 LT 504.9 502.4 STA 10+00, 44 LT 506.25 506 W.M., 0.0. end cap or plug clean out wye from pipe ·----------------------------- flow to second di~persal trench 1f necessary *' NOTE: ELEVATIONS ARE GIVEN FOR THE CONDITON THAT NO ROLLED CURB IS PRESENT. SINCE THERE IS A CURB, T11E TOP OF THE CURB WOULD BE .50' HIGHER I '~. ·, ', notched grade board 2" x 2" notches 18" o.c. 4" or 6" perforated pipe laid flat/level t HOUSE: (SCALED) LOT A K.C.L.L.A. NO. 12B50.27 NEW ROCK WALL DTL 6/6 ASPHALT [DC[ TRACT F . ' LOT 2 5,659± SO. FT. IQ..._./' Tl 25' 10' TYP. TYP. T2 T3 ,-...l,..--·- LOT I T 4,709± SQ. FT. 25' El.=506.80 (F;) I T6 0 DOWNSPOUT 1 DISPERSION DTL 1/4 T7 10' TYP TYP. LOT J TB I 5,659± so rr. T9 25' TYP. LOT 2 K.C.S.P. NO. 482007 24,160± SQ. FT. I STA=0+87.19 EL=507.24 Tl J (EDGE OF 5121,<--1,~.E,ASPHALT) *' NEW HOME, TYP {APPROXIMATE LOCATION AND SIZE) l_ 'in 'in T T12 SHE:D 2 LOT 18 HOUSE: #7. RIM=507.45 S IE=504.91 {12' ADS) E IE=504.96 {12' RCP) NE IE=505.37 {6' PVC) #8. RIM=507.80, {SOLID LID) (ASSURE LOCKED STATUS) N IE=504.54 (12' ADS) W IE=504.37 (12' ADS) JYP. .--+-1-~s10--flt--,,:...__.._1:.,.<=----i-:2::5_' -~ TYP. 1-,-~.soa1-tr'------/... Tl 1 LOT 4 4,720± SQ FT. #9. RIM=500.40 E IE=497.06 (12' ADS) W IE=497.06 (12' ADS) 1/9 STA=9 93.67, 27.88' LT EL=501.50 (Fl) CURB FLOW LINE W3 CB2 ----........ . ----- EX. WATER ----------- STA 10+00 ---1--1 ----- SITE BENCHMARK 'B" N88'50'J6"W 624.84' (AIE:AS.) RIM OF SEWER MANHOLE ------- El.=502.97 U.S. FEET ---.. STA 0+00 NSITE ACCESS)= STA 10+ 72.94 (SE 1921iD ST) :e: SSMH RIM=502.97 8" PVC E.-W. ' ---1 REC. NO. 9201220877 ~ 50 . :,, . 7 -SJA1i+56.~4, 27.88' LT TI<.SfO!ll,f --------tL=507.38 (FL) _L_ I~ S.I. I 9. · 'D ST. WITH SOLID LOCKING LID STA 11+00 (PRINqJP.4.i, AR1'1/UJU--- --T/4'\(101' 1'0 NORTH) sa9·04'1J"E295.77' ----- ~ ~ ~ ~ oi, ASP.HAIT [DC[ STA 12+00 655.75' -------- -EX.j_EWER_ _____________ _ SITE BENCHMARK "A' TOP CENTER BOLT ON F.H. El.=510.23 U.S. FEET SSMH RIM=512.54 8' PVC E.-W. CTR CHANNEL=498.14 -t-- l . 0 LO galvanized bolts z" X 12" pressure treated grade board .£ E 4" x 4' support post . [: 'in .E filter fabric ,. . ' • D :1-------JJ influent pipe (max design flow ~ 0.5 CFS per trench) ..... clean out wye from pipe PLAN NTS min 0 pipe 0.0. 1'-0 min Q D D V D 411 or 6" perforated pipe laid flat clean ( <5% fine~ 11/2 -3f4 washed rock *15% max for flow control/water quality treatment in rural areas. SECTION A-A NTS flow to other branching CB's as necessary type I CB w/solid cover ..._ T 18" o.c. I ~ k-2'' y----~ ::t:: 2" grade board notches 2'' NOTES: 1. This trench shall be constructed so as to prevent point discharge and/or erosion. 2. Trenches may be placed no closer than 50 feet to one another. (100 feet along flowline) 3. Trench and grade board must be level. Align to follow contours of site. 4. Support post spacing as required by soil conditions to ensure grade board remains level. ALL NEW HOMES SHALL ROUTE ROOF RUNOFF THROUGH DTL 1/4. CTR. CHANNEL=489.72 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT DTL 2/4, TRENCH WITH NOTCHED BOARD 6' TRENCH X-SECTION NTS slope-~ level outlet I lf/-J/4' a r«i small catch basin or yard droin J ..., __________ [:: 25-Foot vegetated:; ~ t:: Flowpath Segment :; f------------- goo sq. ft. Simple 10-foot trench Type I CB __ ! ~--------------------~---------->700 sq. ft. ----------------------:; ;:; ;:; ;:; ;:; ;:; ;:; ;:; ;:: ;:; ;:; --:: 25-F oot vegetated:; :: Flowpoth Segment :; -.................... ,...,..._,__ .... ----------------------:::-----------------------------------------------------Maximum 50-foot trench w/notch board ( see Fi ure C.2.1.D g • p . C-33 PLAN VIEW OF ROOF NTS DTL 1 /4L_ DOWNSPOUT DISPERSION NTS STORM & GRADING PLAN 1" =20' DRAINAGE NOTES 1. Proof of liability insurance shall be submitted to DOES prior to the preconstruction meeting {KCC 9.04.100.D). 2. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT 7-02.3(1). This shall Include leveling and compacting the trench bottom, the top of the foundation material and any required pipe bedding to a uniform grade so that the entire pipe is supported by o uniformly dense unyieldi:1g base. 3. Steel pipe shall be galvanized and hove asphalt treatment #1 or better inside and outside (KCRS 7.03). 4. All droinoge structures, such os catch basins and manholes, not located within a traveled roadway or sidewalk shall hove solid locking lids. All drainage structures associated with a permanent retention/detention facility shall have solid locking lids (KCRS 7.05). 5. All catch basin grates shall conform to KCRS drawing numbers 2-013, 2-018, 2-019, or 2-020, and shall include the stamping 'OUTFALL TO STREAM, DUMP NO POLLUTANTS' and 'Property of King County' {KCRS 7.05). 6. All driveway culverts located within King County right-of-way shall be of sufficient length to pro~de a minimum 3: 1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall hove beveled end sections to match the side slope (KCRS 7.03{l), Drawing No. 2-001). 7. Rock for erosion protection of roadway ditches, where required, must be of sound quarry rock, placed to o depth of 1 foot, and must meet the following specifications: 4"-8'/40-70% passing; 2'-4' rock/30-40% passing; and 2" minus rock/10-20 % passing. Installation shall be in accordance with KCRS 7.02(B), Drawing No. 2-024. 8. Drainage outlets {stub-outs) shall be pro~ded for each individuol lot, except for those lots approved for infiltration by King County. Stub-outs shall conform to the following: o) Eocr outlet shall be suitably located at the lowest elevation on the lot, so os to service oil future roof downspouts and footing drains, drivewo)'S, yard drains, and any other surface or subsurface drains necessary to render the lots suitoble for their intended use. Each outlet shall hove free-flowing, positive drainage to on approved stormwoter conveyance S)'Stem or to on approved outfall location. b) Outlets on each lot shall be located with o five-foot-high, 2' x 4" stoke marked 'storm' or 'drain". The stub-out shall extend above surface level, be visible, and be secured to the stoke. c) Pipe material shall conform to underdroin specifications described in KCRS 7.04. If non-metallic, the pipe shall contain wire or other acceptable detection. d) Drainage easements ore required for drainage S)'Stems designed to convey flows through individual lots. e) The Applicant/Contractor is responsible for coordinating the locations of all stub-out conveyance lines with respect to utilities {e.g., power, gos, telephone, television, etc.). f) All individual stub-outs shall be privately owned and maintained by the lot homeowner. CB1 CB2 DISPERSION iRENCH LENGTHS TRENCH LENGTH {FT) I 12' TRENCHES PER DTL 2/ 41 T1 10 T2 10 T3 12 T4 10 T5 10 T6 12 T7 10 T8 10 T9 12 TlO 10 T11 10 T12 12 CB SCHEDULE TYPE RIM IN'vERT COMMENTS 1 501.55 498.20 STA 9+94.67 (27.13' LT), GRATE 1 501.63 498.03 STA 9+94.67 (23.35' LT), 111TH LOCKING SOUD UD ' NTS PIPE SCHEDULE PIPE TYPE LENGTH SLOPE CB1 TO C82 12' CONC 4' 4.50% KING COUNTY D.D.E.S. Review Engineer Senior Engmeer JAMES H. sANDERS, P .E. DEVELOPMENT ENGINEER Comments: Completion Date Completion Dote Approval Date I. I • ! I • ! ------------------..c.======c-=- ------------,~-,--A-PP_R_O_V_A_LS-:---·-- 4 -~--~f'-£_p_)h-r:. r-lJ)-r·--·~.,-,--DE .... P_A_F~-TM-E ..... N ..... T_O_F _A_S_S-ES_S_M_E_N_T_S--,--,--R-EC_O_R_D_I N_G_N_O-. ------,-V-0-L-./-P_A_G_E ____ _ SHORT PLAT NO. LOS 0009 DEPARTMENT OF DEVELOPMENT AND ENVIRO%MENTAL SERVICES ·ngCourrty KING COUNTY, WASHI GTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS or INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION or THE SHORT SUBDIVISION MADE HEREBY. AND DO HEREBY DEDICATE TO THE USE or THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING or SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE or THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS or THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE or ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING fROt.l INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS or THE LANO HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS or DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS Of' THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE or THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER A•m INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF Klt4G--GOIJNiY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER or CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. GURDEV SINGH BANK or A~IERICA STATE OF WASHINGTON, COUNTY OF ------- SURJIF KAUR jss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF WASHINGTON, COUNTY OF ------- DATED---------- SIGNATURE OF NOTARY PUBLIC ------- PRINTED NAME OF NOTARY PUBUC ------- MY APPOINTMENT EXPIRES ---- jss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED---------~ SIGNATURE OF NOTARY PUBLIC ------- PRINTED NAME OF NOTARY PUBLIC ------- MY APPOINTMENT EXPIRES ___ _ RECORDER'S CERTIFICATE .................. .. FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF .. QWI.~ ... ~: .. H!~.~~~ . .l~J .. ~ .. SURVEYOR'S NAME MGR. SUPT. OF RECORDS EXAMINED AND APPROVED THIS --DAY or _____ ,20 __ i"=·· -----------------..a...--------------8 EXAMINED AND APPROVED THIS --DAY or _ ____ ,20 __ 1 SCALE: DIVISION DIRECTO~ LAND USE SERVICES EXAMINED AND APPROVED THIS __ DAY OF _____ ,20 __ ASSESSOR N/A DEPUTY ASSESSOR PORTION OF: DEVELOPMENT ENGINEER ACCOUNT NUMBER 322305-9038 S.E. 1/4, S.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. GURDEV SINGH SHORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF S'ECTION 82, TOWNSHIP 23 NORTH, RANCE 5 EAST, W..M., KING COUNTY, WASHINGTON N.T.S. lJ v; ...I Q.. V) ti I .... [ SITE I S.f. 192ND ST. STATE OF WASHINGTON, COUNTY OF ------- ~ss. ON THIS __ DAY OF , 20 __ , BEFORE ME, THE UNDEVilGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND Si'I !IN, PERSONALLY APPEARED -~-------------------···· .~O ME KNOWM TO BE THE . ' OF CORPORAT· iJ, THE CORPORATION THAT EXECUTED THE FORGOING INSTRUMENT, AND ACKNLWLEDGED THE SAID ; ,;Tf<UMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, AND FOR THE li3ES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY WERE AUTHORIZED '(O E:'1,CUTE THE SAID INSTRUMENT AND THAT THE SEAL AFFIXED IS THE CORPORATE SEAL OF SAID CORP(' .\TION. WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND 'C:R i7 1RST ABOVE WRlillN. PRINT NAME ------------- NOTARY PUBUC IN AND FOR THE STATE OF WASHINGTON RESIDING AT------------- MY COMMISSION EXPIRES -------·-- NOTES: ~~ VICINITY MAP ANY FUTURE RESIDENCE TO BE CONSTRUCTED ON THls' SHORT PLAT SHALL BE REQUIRED TO BE CONSTRUCTED WITH A (N.F.P.A.) NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 1 JD SPRINKLER SYSTEM UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.) OR ITS SUCCESSOR AGENCY. SCHOOL IMPACT FEES SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLJCATION IN ACCORDANCE TO KCC 21A4J. THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE NO. 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAJD AT THE TIME OF BUILDING PERMIT APPLJCATION AT THE RATE IN EFFECT AT THAT TIME. TRACT "A" IS A PRIVATE ACCESS TRACT INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILJTIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, J AND 4. OWNERSHIP OF LOT 1, 2, J AND LOT 4 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "A", AND AN EQUAL ANO UNDIVIDED RESPC'i-.JS/Bll.lTY FOR THE MAINTENANCE OF , . ·-J"-':'1,!T::_:· \Al~[_'::'.[fi.: _ll_!Jc,It'A<;T_ ____ -_ ~------~~· ~~--,-__ ·~ . ",-·~-=-.--~~------··-· THE STREET TREES REQUIRED PER KCC 21 A. 16 SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS UNLE.SS J<:ING COUNTY !-/AS ADOPTED A MAINTENANCE PROGRAM. THE ROAD AND STORM DRAJNAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO Tl-/£ APPROVED Pl.AN AND PROFILE, PLAN NO. ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY ODES. THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN TH£ RANG£ OF N/A TO N/ A AND WITHIN THE RANGE OF 11 JJO TO 11358 FOR THE EAST-WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. DIRECT VEHICULAR ACCESS TO ANO FROM SE 192ND STREET FOR LOT 1 AND 4 JS PROHIBITED. ACCESS TO SE 192ND STREET FROM BOTH SHALL BE FROM THE PRIVATE ACCESS TRACT. BUILDING PERMITS APPLJCATION SHALL FOR ALL LOTS WITHIN THIS SHORT PLAT SHALL BE REVIEWED FOR COMPLIANCE WITH THE APPROVED SMALL SITE '£NG/NEERING / Pl.ANS AND OTHER DRAINAGE CONTROLS AS REQUIRED BY KING COUNTY SURFACE WATER CONTROL MANUAL. LOTS 1, 2, J AND 4 OF THIS SHORT PLAT ARE LIMITED TO 2,200 SQUARE FEET OF IMPERVIOUS SURFACE. LOTS THAT DO NO COMPLY ARE SUBJECT TO ADDITIONAL DRAINAGE REVIEW. SUBJECT TO: 1. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: SOOS CREEK WATER AND SEWER DISTRICT AND: WILSON 2 X PARTNERS RECORDING NUMBER: JULY 29, 1994 PURPOSE: 9407292564 DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT 2. RESTRICTIONS, CONDITIONS, OED/CATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED ANO/OR DELJNEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 8JOJ080870. .I w C) <( CL ';,- _J 0 > SURVEYOR'S CERTIFICATE :,~T Cramer Northwest Inc. INSTRUMENT USED: G£0DIMETER 600 AND/OR TRIMBLE 5600DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS Of WAC. JJ2-1J0-090 . lJ Iii ~ "<I; ~ co ..... THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES .1.-.. ••1 Surveyors Plann,ers & Engineers INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. J2, T. 2J NORTH, R. 5 EAST, W.M. IN ______ _!p_r. 2~ . . --~ -~ ---------- P.L.S. CERTIFICATE NO. 40016 945 N. CENTRAL, STE. #104, KENT, (253)852-4880 (local) WA 98032 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cnl@cramernw.com DRAWN BY: T.£.C. CHECKED BY: 0.8.H. DATE: Thu., Apr. SCALE: N/A 10, 2008 JOB NO.: 2004-1J9S SHEET: 1 OF 2 _________________________ ,.jl,,,. _______________ P"'!!R'!"OJ""'Ec""T ... NAM ..... '!"E:_G,..UR,DE.v'sif«.J.": ;; c7o Rl'A}TNEAi7JcREATED: Mon Aug 16 08:50:00 2004- PREY. PLOT: Thu Apr 10 09:4-4-:22 20Q PLOTTED: Thu •• Apr. 10, 2008. 10:02:19 C: John's TM jobs 2004--139 RNAL SP.pro -----------------------~ ------------------~----~~-- SHORT PLAT NO.LOS 0009 KING COUNTY, WAS INGTON rv I I I ----L-----------------, I I NOTE: EXISTING IMPERVIOUS SURFACE ON PROPERTY = 5,032± SQ. FT. 2------- HOUSE (SCALED) I I I I I 2-------· LOTA -K.C..LLA ii..?. J:;t:5021-. I I HOUSE I I I I I I I I I I I I I I I ______ .., FOUND 1/2" REBAR W/ NO CAP 0.88' S. ct 0.43' W. OF PROP. COR. TRACT F I I I I ' , , a lJ -l ~- - GURDEV'" ,SIN(':J.H SHORT PLAT RECORDING NO. VOL/PAGE LOT 15 / / / / / / / / / / / 80.62' END OF FFNC[ IS 0.2'± N. ct 0.5':t W. OF PROP. COR. LOT 2 5659± SQ. FT. S8B '50 '36 "E 65 .14 ' LOT t 4709± SO. FT. / / / SCALE: 1 inch = 20 FT. GRAPHIC Cllll~·-~;;;;Ja••--1 -=::J L ·-. 20 0 SCALE 111 =20' M 1 ___ _ 20 I}' HOUSE . I}' I (SCA1-ED) I '-------------' A. PORTION OF: / / / / / / / / / / / / / / ;L / , ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ', HOUSE ', ', (SCALED) ', ' ' ' ' ', ', I LOT 16 ', .,/I ', ,' J '' ., , I ' /" I ' , ' , ' , ' / ' / ' ,, ' , ' , ' ,, ,," I I I I I (\J I I I I LOT/1 S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. ,-----------~ I I I I I I HOUSE (SCALED) ,_ -----------~ SBB °50 '36 "E 16123' (CALC 1J) i I -~---~r,~8~0~&~.-~r,~--~~r~,-~-------------------? . d8 !~ FFNCE COR. IS 0.6'± N. de 0.2'± £. OF PROP. COR. LOT J 5659± SQ. FT. ... -~ I ·LL'. '.3:: ;..,_ . c::, • cq '<t Lu ~. ~IC) ~~ ~<: m I!:; . -----'-1 I I I I I I I SHED : LOT 18 BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION J2, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., BEING NORTH 88'50'36' WEST AS SHOWN ON THE PLAT OF CHINQUAPIN RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: -~! I ~ ~ (PER STEWART TITLE SUBDNION GUARANTEE ORDER NO. 200497497) '.3:: ,--------------------~ LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE ~ ~ 1 SHORT PLAT RECORDED UNDER RECORDING NO. BJ03080870, r-----~--:--------_,;it~ & : RECORDS OF KING COUNTY, WASHINGTON. 1 S88 '50'36"E 65·14 ' ~-~ : (SEE SHEET 1 OF 2 FOR "SUBJECT TO" ITEMS) ·----. ·------------~-IP.-~-----:---~-----~----=--~---~-~-·--··<~--·-----C . ~-~----------•-• -·- ~ ~ i I ~J.,I ro, ~' I I I HOUSE NOTES: 1. MONUMENTS LAST VISITED ON 8-4-04. 15.oo · 1s.oo. r,', v----=--<11t-~""--4a,. S88 "50 '."16 "E 30 .00 ' I ~; I . -------c *-----'------------- . ~ FENCE COR. IS 0.8'± 2. SOME SURROUNDING HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. TRACT A: PRIVATE ACCESS 1624± SQ. FT. . 8 @ LOT 4 472o± SQ. FT. c3 W. OF PROP. LJNE ;..,_ ~ cq 1:--( ~ ~ LEGEND: 0 SET 1/2• REBAR AND CAP •cNW 40016' Q FOUND REBAR AS DESCRIBED -{ }-WOOD FENCE --+-WIRE FENCE (CALC D) CALCULATED PER CH/NQUAPIN RIDGE 1 36.12' /,,. /· ~-----;E;. ~o~ 9~0-;;8~1----';~~:::::::::--..;;.;.A.;.;58:;....'39-'30-.-_ .. -::::::: _____ SBB __ "50~e~:~:~·-155_.52_· -J. ,:, .,., c.-, .I:'.:. D O -~ _ -_,, -~.,_q;·,i,. Arc=25.60' ~ )_ _ _ -,.s, ~ ., DEDICATED TO THE PUBLIC FOR ROAD USE DEDICATION 179o± SQ. FT. 39.40' . ~ \---------------------2 I \ REC. NO. 9201220877 ~ C ----~~ ---------------_'0._:, ~-... ,-_ _ PURPOSES UPON RECORDING OF THIS SHt'Rr PLAT --134.00' --------------.J...: ----------------------2 I . FOUND CONCRETE MONUMENT / W/ BRASS DISK IN CASE 3 £ F(s. 1/4 COR.) ~ -~~~ 5 ---- g SOUTHEAST 1.92ND STREET I : 1-1.J : . Ri : 80) :~P I '< "'"1 : ~ I I . ' . ~/; I / : / ___ _ . .,----~ -~· , __ _ REFERENCE SURVEYz. £E-C--C \ D/\1 -e:,F---"-'A I 1. CHINQUAPIN RIDGE VOL. 159, PGS. 56-62. 655.75 (CALCDJ NBB·50'36''W 2624B4' {f.EAS.)-.. ---- w C) <! Q_ ASPHALT EDGE ASPHALT EDGE 1:"'"r Cramer Northwest Inc. f '1 Surveyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com '-.... __J 0 > INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5600DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. JJ2-1J0-090. INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. J2, T. 2J NORTH, R. 5 EAST. W.M. DRAWN BY: T.E.C. CKjCKED 13Y: 0.8.H. DATE: Wed., Apr. SCALE: 1 inch = JOB NO.: 9, 2008 2004-1J9S SHEET: 20 FT. 2 OF 2 PROJECT NAME: GURDEV SING/-/ SP c/o RYAN NEAV/cREATED: Mon Aug 16 08:50:00 2004 PREV. PLOT: Wed Apr 09 13:45:05 200 PLOTTED: Wed., Apr. 9, 2008, 13:45:11 C: John's TM jobs 2004-139 FINAL SP.pro I • I SHORT PLAT No.L0.5S:ooo'1 KING COUNTY, WASHINGTO~ GURDEV SING.I.I S'I-IORT PLAT LOCATED IN THE S.E. 1/4, OF' THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON NOTE: EXISTING IMPERVIOUS SURFACE ON PROPERTY = 5, 032± SQ. Fr. HOUSE (SCALED) LOTA K.C.L.LA NO. l:2V.i0:21 FOUND CONCRETE MONUMENr / W/ BRASS DISK IN 00£ Ji F(S. 1/4 COR.) [::::@El--~~~ 5 ---- ASPHAL.r EDGE rv I I J HOUSE . / / / 80.62' END OF FENCE IS 0.2'± N.1 &-0.5'± W. OF PROP. COR. r / / / HOUSE (SCALED) / / / / / / ~ "" ~9"i~--~~~o±-----~--....,.;;.a \Li S88 '50 '36 "E 65. 14 ' it ~ ~ RIM = 500.40 CONCRETE VERTICAL CURB 12" ADS £= 497.06 ___ 12"WADS W.= 497.06 SSM(I 0' RIM ~~2.97 °~ 8' PVC 8-;1¥. CTR. CHANNEL ='~ / T / / / LOT /6 /..OT 2 K.C.S.P. NO. 4e20'1 24,160:J: sa. FT. HOUSE (SCALED) 80.62' 1J ~t 5 K7,i,0J r,-1 \ I I I I I LOT 11 FENCE COR. IS 0.6'± N. & 0.2'± E. OF PROP. COR. LOT 3 5659± SQ. FT. SHED I ·~ ' [I])] ~ CB--= fl'J RIM = 507.80 Northwest Inc. flt-- ~;urveyors Planners & Engineers !145 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MA(i_: cn!©cramenw, .co:-:1 " RECORDING NO. VOL/PAGE SCALE: GRAPHIC SCALE 1" =20' 1 inch = 20 FT. 20 0 20 PORTION OF: S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. HOUSE (SCALED) HOUSE BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH UN£ OF THE SOUTHEAST QUARTER OF SECTION .32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., BEING NORTH 88'50'.36" WEST AS SHOWN ON THE PLAT OF CHINQUAPIN RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. BJOJ080B70, RECORDS OF KING COUt,J.TY, WASHINGTON. ,; f $ubj eet" TO f\-F Jr -Z.Ho 1z._92 ~ T NOTES: I. MONUMENTS LAST VISITED ON 8-4-04. 2. SOME SURROUNDING HOUSES WERE SCALED FROM D.D.E.S. WEB SIT£. _!lER!J'.ICAL.. DATUM: = Nmm:l=AMER/GAN-VERFIGAl:-DA-HJM--OF--1-%8. BEN~~K: KING CO TY BENCHMARK NO. 5809 FOUND C RITE MONUMENT W/ TACK IN LEAD AT SOUTHEAST CORNER ;2F ~ECTION 32, TOWNSHIP 23 NORTH, RANG£ 5 EAST. W.M. ELEVAT19/f = '5,J,4.98 U.S. FEET. St:I'Ff BENCHMABK: ·sirr"':eENCHMARK 7 TOP C~TER OCT ON FIRE HYDRANT ELEVAT/0 510.2.3 U.S. FEET. Sl'fv ENGH R~ "B" Al!J OF SEWER MAN.,HOLE {_~LEVATION = 502.97'--4/..S. FEET. CONTOUR INTERVAL: 2.00 U.S. FEIT. ' 0 SIT 1/2" REBAR W/ CAP "40016/18898" Q FOUND REBAR AS DESCRIBED t.JQl}A-PI /' C IJ-'I ' ~NITARY S ER MANHOLE l~~TCFrBASIN--i C'.-tt--t·~77"7 ' ;._ .. /::>({ voe Jb; f(,,-::,1, ~ C ~<::... -;o CR>U:. .,J L-fr'~ w c., ~ ......__ _J 0 > INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5600DR200+ METHOD: rRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 3J2-1J0-090. INDEXING DATA: S.E. 1/ 4, S.E. 1/ 4, SEC. J2, T. 2J NORTH, R. 5 EAST. W.M. DRAWN BY: DATE: JOB NO.: T.E.C. Tue., Oct. JO, 2007 2004-1J9S CHECKED BY: SCALE: SHEET: 0.8.H. 1 inch = 20 FT. 2 OF 2 CREATED: Mon Aug 16 08:50:00 2004 PREV. PLOT: Tue Oct 30 11 :58: 16 200 '/PLOTTED: Tue., Oct. 30, 2007, 16:25:49 SHORT PLAT NO. 1-:.0,'Sooo KING COUNTY, WASHINGTON APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS __ DAY OF DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL/PAGE EXAMINED AND APPROVED THIS __ DAY OF ----· 20 __ SCALE: ASSESSOR -MANAGER, LAND USE SERVICES DIVISION ii--------------------------il J>l-t1s1-,1;1,,Li)nu::e·e,o (!-1 N/A EXAMINED AND APPROVED THIS __ DAY OF ------• 20 __ DEDICATION DEVELOPMENT ENGINEER DEPUTY ASSESSOR ACCOUNT NUMBER _3_2_2_3_0_5_-_9_0_3_8_ PORTION OF: S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS Of" INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATIONOF THE SHORT SUBDIVISION 1--------------------------------------------------------------------------------1 MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE Of" THE PUBLIC f"OREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF f"OR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND f"URTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIF"IED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS Of" THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS f"OR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE f"OR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIF"Y AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS Of" DEF"ENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS Of" THE GROUND SURF"ACE, VEGETATION, DRAINAGE, OR SURF"ACE OR SUB-SURF"ACE WATER f"LOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIF"ICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST Of" DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE Of" KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE f"REE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF" WE SET OUR HANDS AND SEALS. GURDEV SINGH 'aANK e> F AJ.l\·erltc~ STATE Of WASHINGTON, l ss. COUNTY OF -------- I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF WASHINGTON, COUNTY OF ----- DATED SIGNATURE OF NOTARY PUBLIC ----· PRINTED NAME OF NOTARY PUBLIC ------- MY APPOINTMENT EXPIRES ---- ~ss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC -------- PRINTED NAME OF NOTARY PUBLIC __ _ MY APPOINTMENT EXPIRES ___ _ RECORDER'S CERTIFICATE ................... . FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF OWEN B. HILLE PLS .................................... SURVEYOR'S NAME --................................. MGR. SUPT. OF RECORDS I~ J DE LOPERt::ER INFORMATION: GURDEY INCH 19100 1 TH {1 . S.E. RENT0~.1 ~ W. • 988005555. 425-2(-~ 0)12-f ;4--c k,NouJ) d}M eJ~ SURVEYOR'S CERTIFICATE THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES IN ---------Oct. 2007 -----------. ,GURDEV SINGH SHORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF Sl'?CTION 32, TOWNSHIP 23 NORTH, RANCE 5 EAST, W.M., KING COUNTY, WASHINGTON N.T.S. LJ (/) .J CL. V) ... S.E. 192ND ST. VICINITY MAP ITS) IE t IE ~ ~ IE \DJ \f\l NOV 1 5 2007 K.C. D.D.E.S. Lo7F;fo5 7 w c., <{ Q.. "- _J 0 > · Cram,er Northwest Inc. . ...... Surveyors Planners & Engineers INSTRUMENT USED: G£0DIME:TER 600 AND/OR TRIMBLE 5600DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. JJ2-1J0-090. INDEXING DATA: S.E. 1/4, S.£. 1/4, SEC. 32, T. 2J NORTH, R. 5 EAST, W.M. 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) DRAWN BY: T.E.C. (253)852-4955 (fax) CHECKED BY: DATE: JOB NO.: Mon., Oct. 22, 2007 2004-1 J9S SCALE: . N/A SHEET: 1 OF 2 P.L.S. CERTIFICATE NO. _____ 1:_QQJ_§___________ . . . E-M.~!'-: r.:n'@crcim~mw.~~-'m ... ri ~~~~_,;}/200~ · O.B.H. _______ """"'_ ....... ______ .,.,.,,,_____________________ PROJECT NAME: GURDEV SING'-! SP ·:.70-~NEAl'./lc'f?EJfiE':/.};:;n °/wg "16C,ITr!oo 20047/PREV. PLOT: Morc oct2!/"l3~Ir45 209~rrrn: Mc.~ .• Oct: 22. 2007,. /J:59:/5 .. '"""'· -=------~-....... -------- SHORT PLAT NO.~~~- KING COUNTY, WASHINGTON GURDEV SINGH SHORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 82, TOWNSHIP 23 NORTH, RANCE 5 EAST, W.M., KING COUNTY, WASHINGTON NOTE: EXISTING IMPERVIOUS SURFACE ON PROPERTY = 5,032± SQ. Fr. HOUSE (SCALED) LOTA 1<.CLJ..A. NO. l.'W"..02"1 rv I I HOUSE ~ I{) I \ ) C'l Osj- I{) 0 ((l l{)ow ) l{)Q I{) Q) 0 I{) . ry lo ,-I{) I I I I I C'l lC) LOT 15 \ LOT 2 5659:t SQ. FT. r HOUSE r ---(s_CA_LE_D) _ __, / / / / / / / / / / / LOT lb S88 '50 '36''E 161.23' Ln GARAGE F.F.= 512.4± (TO BE REMOVE:D) ~ CJ\ ~~~---:::-~"'.'.:'o~-----~~~- 11.J S88 '50 '36 "E 65 .1.4 ' ~ ~ \ \ \ LOT 1 4709:t SQ. FT. . 8 ;fo$-6!}$ TRACT A:1 '; PRIVATE ACCESS 1624± SQ. FT. HOUSE (SCALED) I I I I I I I I rv I I I I I ..--i---...... ,.., r, 80.62' . FENCE COR. IS 0.6'± N. & 0.2'± E. OF PROP. COR. I LOT 17 Cran1_e.i·-~Torthwest Inc. -----= Surveyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cnl@cramernw.com 98032 RECORDING NO. VOL./PAGE SCALE: GRAPHIC SCALE 1'' =20' 1 inch = 20 FT. 20 0 20 PORTION OF: S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. HOUSE (SCALED) HOUSE w BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LJNE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 £AST, W.M., BEING NORTH 88'50'36" WEST AS SHOWN ON THE PLAT OF CHINQUAPIN RIDGE, RECORDED IN VOLUME 159 OF PLATS, AT PAGES 56-62, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: LOT 2. SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 8303080870, RECORDS OF KING COUNTY, WASHINGTON. NOTES: CONTOUR INTERVAL: 2.00 ~.S. FEET. LE:l'BlJD.~ 0 0 @ SET 1/2" REBAR W/ CAP "40016/18898" FOUND REBAR AS DESCRIBED w (!) <( 0... " _j 0 > INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5600DR200+ METHOD: TRAVERS£ EXCEEDING REQUIREMENTS OF WAC. 332-130-090. INDEXING DATA: S.£. 1/4, S.£. 1/4, SEC. J2, T. 23 NORTH, R. 5 fAST, W.M. DRAWN BY: DATE: JOB NO.: T.£.C. Tue., Oct. JO, 2007 2004-1J9S ·CHECKED BY: SCALE: SHEET: 0.8.H. 1 inch = 20 FT. 2 OF 2 PROJECT NAME: GURDEV SINGH SP C/0 RYAN NEAV ... CREATED: Mon Aug 16 08:50:00 2004-PREY. PLOT: Tue Oct .30 11:58:16 200 16:25:49 i . i • I ' ) , A )(WvLJ~ / ~ SHORT PLAT No. UJ1:J 5tto~ · ~ KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS Of INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROI.I THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE Of ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS Of DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE Of THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM HIE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS I.IADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. GURDEV SINGH STATE OF WASHINGTON, COUNTY OF ------ I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF WASHINGTON, COUNTY OF ---------- DATED----------·-·- SIGNATURE OF NOTARY PUBLIC ----------- PRINTED NAME OF NOTARY PUBLIC ----·-·--- MY APPOINTMENT EXPIRES ____ _ I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED---------------- SIGNATURE OF NOTARY PUBLIC ---------- PRINTED NAME OF NOTARY PUBLIC --------·--- MY APPOINTMENT EXPIRES ------ RECORDER'S CERTIFICATE ................... . FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF .. RW.~.~-. .I?,. Jm.J{~. ?J .. ~ .. SURVEYOR'S NAME MGR. SUPT. OF RECORDS APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS __ DAY OF -------· 20 __ / _MANAGER;-t.AND USE SERVICES _p1VI~ '91 VI :s,otJ '(:) ,fl.e vTO~~ ~•v ne• EXAMINED AND APPROVED THIS __ DAY OF -------, 20 __ DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL/PAGE EXAMINED AND APPROVED THIS __ DAY OF ______ , 20 __ SCALE: ASSESSOR N/A DEPUTY ASSESSOR PORTION OF: DEVELOPMENT ENGINEER ACCOUIH NUMBER _3_2_2_3_0 __ 5_-__ 9_0 __ 3_8_ S.E. 1 / 4, S.E. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DEVELOPER/OWNER INFORMATION: GURDEV SINGH 19100 104TH PL. S.E. RENTON, WA. 98055 425-271-6728 L SURVEYOR'S CERTIFICATE GURDEV SINGH s·HORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF S.RCTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, KING COUNTY, WASHINGTON SuB~e~ 'JO 2..4:o 1 ?_ 9 -z_seo f I lJ V) W.M., ..J ll.. j ~ .......... ' I N.T.S. s~· w "f,f!. V) ?' ti ~ "" .... [ SITE I S.E. 192ND ST. VICINITY MAP r5) lEtlE~WlEij ln.l NOV 1 5 2007 ~ KC. D.D.E.S. w c., <{ 0... ............ __j 0 > INSTRUMENT USED: GEODIMCTER 600 AND/OR TRIMBLE 5600DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. i..i Ci) ~ "( ~ (Q ... - THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. IN __________ Oct. 2007 __________ . P.L.S. CERTIFICATE NO. _______ ±_Q_Q_1_6 ________ _ CENTRAL, STE. #104, KENT, WA (253)852-4880 (local) ·1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MA!l: cn!@crom0rnw.com 98032 DRAWN BY: T.E.C. . CHECKED BY: O.B.H. DATE: JOB NO.: Mon., Oct. 22, 2007 2004-139S SCALE: N/A SHEET: 1 OF 2 PROJECT NAM[: GURDE.V SINGH SP C/0 RYAN NEAI//CREATEO: Mon Aug 16 08:50:00 2004//PRE.V. PLOT: Mon Oct 22 1.3:16:45 20VfPLOTTED: Mon., Oct. 22, 2007, 1.3:59:15 C:\ TModel\Projects\2004\2004-1 J9.pro i I I . ' .. I 520 510 500 490 480 N s HOUSE (SCALED) LOT A K.C.L.L.A. NO. 1285027 NOTE: THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM SE 192ND STREET FROM THE LOTS WHICH ABUT IT 0j o~ --i--------~rno~ "'a en "' a <o a "1 N "' HOUSE ""' \ r r I HOUSE (SCALED) I ------- TRACT F lOf 2 ~ 5,659± SQ. FT. r t·- ~\ \, 0 ,-+----·-----:-1 T I LO{ 3 ROAD IMPROVEMENTS/ STllEET TREE PLAN F'OR GURDEV SINGH SJlORT PLAT LOCATED IN THE S.E. 1 /4, OF THE S.E. 1 /4, OF SECTION 32, TOWNSHIP 23 NOR1'H, RANGE 5 EAST, W.M., KING COUNTY, WASfJINGTON LOT 16 HOUSE (SCALED) ~,_~ LOT 17 "'--~ \ u, ~ _,. HOUSE (SCALED) 2 / 5,659± SQ. Ff. NEW HOME, TYP (APPROXIMATE LOCATION AND SIZE) ALL EXISTING ROAD OBSTACLES SHALL BE RELOCATED AT A SET BACK FROM THE EDGE OF THE TRAVEL LANE OR THE FACE OF THE CURB ACCORDING TO THE 1993 KCRS REQUIREMENTS. LOT 2 K.C.S.P. NO. 482007 24, 160± SQ. FT. STA=0+87 .19 I I I SHED LOT 18 EX. CB'S #7. RIM=507.45 S IE=504.91 (12" ADS) E IE=504.96 (12" RCP) NE IE=505.37 (6" PVC) FIRE HYDRANT OR UTILITY POLE LUMINAIRE -~ NOTE 1.----'--../ 15' MIN. SIDEWALK NEXT TO VERTICAL CURB I ~J 50' MIN. 50' MIN. le Pl.ANTING STRIP i ~1~ Cl I 10' MIN.~ SIDEWALK TRANSITION DTL 2/6 W/ 5' ASPHALT PAD AT BOTTOM OF RAMP LOT 1 ~ 4,709± SQ. FT. . [,i 1- J ROLLED CURB -~. --, DTL 7/6 fM' \ I HOUSE #8, RIM=507.80, (SOLID LID) (ASSURE LOCKED STATUS) N IE=504.54 (12" ADS) W IE=504.37 (12" ADS) NOTES: VERTICAL CURB LINE AT INTERSECTION NEW ROCK WALL DTL 6/6 TAPER, 10:1 FRONTAGE IMPROVEMENTS i!ii -.- 4 • "" •• • CURB DTL 5/6 .. 4 • ' ' .... : . ' 4 . ".i . --. -------- .·. 2% ... . • .... I . .. ·.r··iAL···· ·\·_'(624:1 ..... · 'f(.', "!• ..... SO ..... ... "'' .... '._· .. " . . "-. ' ...... . .... in'.~--.. . . . ·.· ;:t; >'>< . I > •· \ '--- .' •. • ~ ' t7 \.1,,\, WI < !:ii/ 4,7201 SQ. FT --------"" P.A.T. SECTION". DTL 4/6 (PRIVATE) [X CONC. PROPERTY CORNER STA 11 +52.84, 42' LT 6 1 /2' SIDEWALK, DTL 1 /6 CONTINui: TO AND MATCH EXISTl•!r; SIDEWALK #9, RIM=500.40 E IE=497.06 (12" ADS) W IE=497.06 (12" ADS) EX. LIGHT POLE & FH ARE TO BE RELOCATED PER THE 1.,.n KING COUt-/TY ROAD STANDARDS REC. NO. 9201220871 ~ 50 "' . 6 > 7 .::. ~?,+56,;4, 27.88' LT I 1::, co a ,_ •8 / ------------- tX.~fOR[' -----"fl K J_ ~ ~ ~I it DTL NTS 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE Al'PROVED: A. MIN. DISTANCE FROM ,;ENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CL'RB SHALL BE 4 FEET. B. TREES SHALL BE STN'.ED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK-CUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN r<ESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS . 3. ON BUS ROUTES, PLANS S,JALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622. 4. SEE SEC. 5.03. 1 /5, STREET TREE STANDARDS -----EX. WATER-------~ i'.;5 ~ / PROVIDE EXISTING CB S.S. t 9. . 'D S1'. § '7 WITH SOLID LOCKING LID STA 11+00 ~ "'-STA 12+00 655.75' (1:_.Rj;',ft~";.,AR1'01'":~,..'H." _ EX. SEWER ____ ---______ -__il -- ..----1, DTL 3/6 ___ sT_A=_ 1 93.67, 27.88' Lf STA 10+00 '------+-1---- SITE BENCHMARK "B' __ IIB8"50'J6"W~624.B4'!_AIEAS.) __ RIM OF SEWER MANHOLE J \ EL.=502.97 U.S. FEET ---.._, STA 0+00 NSITE ACCESS)= STA 10+72.9 (SE 192ND ST) IV/-V(v,r ,.,.,41,. / S89"04'tJ"E 295.77' -----~ CS \ SITE BENCHMARK "A" ASPHALT EDGE NOTE: PROVIDE FULL WIDTH OF 1" MIN. PAVEMENT OVERLAY IN SE 192ND ST ACROSS THE ENTIRE PROPERTY FRONTAGE cs 0 SSMH RIM=502.97 8" PVC E.-W. CTR. CHANNEL=489.72 ~ ~ "' ASPHAi T mer TOP CENTER BOLT ON F.H. EL.=510.23 U.S. FEET STREET TREES ( 4 TOTAL) AMUR MAPLE (OR PIS APPROVED BY ONSITE INSPECTOR) 3" CALIPER DTL 1/5 ROAD IMPROVEMENTS/ STREET TREE PLAN . ' 1" =20' ---- 9+00 -EXISTINI I POSSIBLE . FUTU E @ NEW FLOW LINE · · . . . .. STA 9+93.67 . L EL 501.50 . . . WEST PL .. ---~---·--:-. -.~ -:-' . ' ' . .~~ STA 9+87.67 . EL=50L20 · WEST END OF SIDf.WAlJ( TRAN T!ON 10+00 FLOW LINE PROFILE 1" =20' H, 1 "= 1 o' V GRADE LOW LINE ----- . . STA 11+56.34 EL=507.3~ r NEW -GRADI @ NEW FLOW L NE . EAST END OF IMPROVEMENTS NORTH .SID OF SE 192ND ST r EXISTING FLOW ~--,......_~ _L LINE --~ f-.-~---· -' ' ' . STA lO+ 72.94 STA 11+52.84 EL=504,90 EL=507;30 · CL OF ONSITE , 'GESS EAST PL 11+00 12+00 SSMH RIM=512.54 8" PVC E.-W. CTR CHANNEL=498.14 540 530 520 510 500 490 _, 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT ....................... .EXISTING. G.RADE . @ OAD CENTERLINE ....... PRO .. S.ED .. G.RADE .. @ RO CENTERLINE ............. ··~·· ......... U .. . ···~ .... V, c:, . c3. . -~ ~ .. " .. " . ,q::; u "'ci: ..... 0 ... . .. --~ ................ -~ .. ·ca .. ......... 8 .. . .......... ..,.: lo(.) " ........ ~ .I) ... ··5: ~ -- ' 1~/}s;%.[§6,JJ.1 ~-~~~~; .. ~ .... r .. ""· ~"lC:,@l'' ----+ ~ z 8 '° . 4J ···~·· STA 0+27.88 FLOW LINE ELEV = .. 504.9.0 .. TOP. OF .C.WR.~JI 0/1'1 C~ ~LEV = _50_4 .. ~8 ... (NEXT .5' UPST ON SHOWN FLA ) 0+00 "' ~ a, . PVC .0+42.00 ....... ,,.. ... ~ ... !§ .. ELEV = 505. i5 11 "' u NEW ROW >-"' :::, · (AFTER DEDIC TION) it · · ~ i:! 0 ... (,j~i= + II _;!i: .. ;~.~··· U1 G:J~ 30.00' C K=5.3 ACCESS ROAD (P.A.T.) PROFILE 1" =20' H 1" =10' V ' -. ........ ,-,·~·:-':"'!' ... 1+00 KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Date Completion Date Approval Date ~ ~ ~ E... ~ ~ l%J ~ E,.; ~ ; C ~ ~ ~ ~ ~ • . ~ ~ .... · • CIJ ~:": ..... t.:i • l/) .... t.i ~ r,j ~ o.;~~~ .... ~~ .... a:: (.!) ~~~-~ a:: (lj ~~~~ ~ C') :..: Criki~ .... :,.. r,j ~ ~ t.i !:l:j 0 !il ~ CIJ ~ t:::i h ~ (.!) t!l~o~ a:: ..... e,., ~ 0 i:::. t'i k, ~ C') ~ :c; 0~ "-1 h ~ ~ ~ t;; w ::c V) ' . I ,h' ' PLANTING STRIP DUMMY JOINT ---;,. 1/4" 'Y" GROOVE EXPANSION JOINT DUMMY JOINT @ MAX. 15' C-C EXPANSION JOINT ALONG CURB 1/4" 'Y" GROOVE @ MAX. 5' C-C DUMMY JOINT B VERTICAL CURB & SIDEWALK EXPANSION JOINT SECTION B-B NOTE: 1. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. 2. FOR INTEGRAL POUR CONSTUCTION, 1/4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK. DTL t /6, CURB & SIDEWALK JOINTS • NTS 4" CEMENT CONCRETE SIDEWALK AND RAMP NOTES: SECTION A-A 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 4. SEE FIG. 3·-001 FOR CURB AND SIDEWALK JOINTS. @ RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN, (SEE FIG. 3-007.) DTL NTS 2/6, • SIDEWALK TRANSITION. B DETAILS FOR GURDEV SINGH S'f-!ORT PLAT LOCATED IN THE S.E. 1 /4, OF THE S.E. 1 /4, OF SECTION 32, TOWNSHIP 23 NOR1'H, R;lNGE 5 EAST, KING COUNTY, WASJ-!INGTON 30' ROW 12' DEDICATION 27.88' 7' 7.12' w ~---------=-:.:..:.::.-------+---'---+----'=------15 PAVEMENT SECTION ~ llJ (L ~ (L NOTE: SLOPES OF 2 TO 1 ARE ALLOWED \\HEN IT IS NECESSARY TO AVOID GRADING ON NEIGHBORING PROPERTY. W.M., REMOVE SHOULDER & \ REPLACE W/NEW --1-"-'-1 '-"S'-"AW-'-'Cc.cUT'-- 1----~!\,ti\'@ML-_:_--! @FOG LINE WIDTH VARIES 2% PROVlDE 1' MIN. PAvEMENT OvERLAY OYER ENTIRE ROAD WIDTH FOR THE LENGTH OF THE FRONTAGE IMPROvEMENTS 1" PAVEMENT OVERLAY .:l.·1 1' MIN. SIDEWALK, DTL 116 ~-CONC. VERTICAL CURB & GUl l'ER, DTL 5/6 4.5" ASPHALT CONCRETE, CLASS B 4" ASPHALT TREATED BASE '---ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SEE SEC. 4.02 DTL 3/6. FRONTAGE IMPROv_Ji~iJENTS w z ::, >-u <( I!: >-V) ~ ' NTS 4'-0" >-z w ::,; !s! <( a_ u.. 0 w '-' 6l CURB, DTL 5/6 .:J., ,,;\ 2" COMPACTED DEPTH CLASS 8 -------' ASPHALT CONCRETE 1 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING TDP COURSE 2 1/2' MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 30' -o' 22'-o' -0.02 FT./FT, DTL 4/6. P.A. T. SECTION • NTS EXPANSION JOINT 1'-6" * NOTE: TDP OF LIP AT DRIVEWA'tS. CEMENT CONCRETE CURB & GUTIER NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. 3. FOR INTEGRAL POUR CONSTRUCTION, 1/4" EDGED Gl<OOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. DTL 5/6. CURB DETAIL NTS 4.1-0" >-z w w ::,; z !s! ::, <( >- a_ '-' <( u.. I!: 0 w >- '-' V1 6l <( w .,, Ill! .:;_'/ _;7.,~1 .,.,,,. .. , 4 CHAIN LINK FENCE 12" MIN. THICKNESS OF 2"-4" QUARRY SPALLS A'"' .: . 4"' . ' . GRAVEL BACKFILL FOR DRAINS 2 --- PERFORATED __ _.,. PIPE 6" MIN. FILTER FABRIC _ _,.. NOTES: 1. SEE SEC. 5.01. • 6 ) KEWIAY 4'-6H J ~~· PAY LIMITS EXCAVATION ONLY 2. WSDOT/APWA 9-03.12[4] SIDEWALK J 3. IF ROCKERY OR RETAINING WALL IS BEHIND ROLLED CURB OR ON A RURAL SECTION, FACE OF ROCKERY OR RETAINING WALL MUST BE A MIN. OF 1 O' FROM TRAVELED WAY. 4. CHAIN LINK FENCE, TYPE NO. 4 OR 6 (WSDOT/APWA STANDARD), REQUIRED WHEN ROCKERY HEIGHT IS THREE FEET OR GREATER. ,.. 5: ·~ " Gl Gl :,: :c ~ 1ic L,J "' "' ~ 8 O'. cl DTL 6/6, ROCK FACING, CUT SECTION NTS ' CURB EXPANSION JOINT 1 o" 2" 3 1/2" ------~-,'~ ~ ~. ~.~.· .• ~-.. ~0:0\~./FT_. -.~~ 0 0 2 ,....... 0 ~ ' ' ."' . . ; .~ ... ' ' ... ! _j_ · 2 FT./FT >--" ·• ,.. . ', .·.:,,.,''..:.·· c..' ·-:..·.., .. ,._'_:--,. • t"') . ~,~ ·.·~r-· ...... • ....... ·. 4 ... .' ,, ' .. ~., : . ,'• ' .,...... ,' ~ •, . ' .., .. • ' • . . . 4 ' . ,' •, • . • 0 I ~c <·: .: : . .-'. > .. : ~:· ... :; ~ .. ,. . "<?· :/ · .. CD · ...• ,:_.-~::,"· .. "·.·•·,·~~.·-• .... ·•: ••. ; I·-·._ ... _·~·...:·~-·~; :·.:_·:::,~·~ .. ~·.;~,'.1 .. ·~~'.:_·. ·~···i·:'~:. :~~:~:· j.:.~. ;~· :~. ·~·:i: ,(_('4~5~0:____~~:Fo:~:EN:ATJLKCONCRETE r . ·~,· \ •• 12 11 2'-0" _J .____--=-..:;...._ ~-OPTIONAL FOR INTEGRAL POUR CEMENT CONCRETE ROLLED CURB DTL 7 /6, ROLLED CURB DETAIL NTS ~ • 'i' "' KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES Fl. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Dote Completion Dote Approval Date ~ ~ i 0 u i Vlk UJ w "o !.\:o: ;,: ~ j!; ffi <, <n c;, 1:1 !i~~~~~~~~ _,~~ . ~~~ 18~ liJ :c: -.I 0... i!: ei iil2 ~ St;; ~ ~ <o~c;,g I -~ i ~~ ~ ~/j ~o:·~ ~~i~88:S~~~g ~ ~ §1:1 ! 23 ~~: . 1.uct: 8 V)Q :c: ~~ i!:~: _,~ ~ili ~§ "'i;;" ~.... ~ :, ~B~g_, "\3~2,~ ~ ~§~5 ~ei i!:§ 8 0...J §6" 0: ~:S/i;~§ :c o!!,2~ i "<,ll: i ei i--.i=::c::.e: o:Z: {!) J~~~~i~~, §~~~~~~:11 ~ o.:!,!,: 2 , -~;t _," §2 in ~-::i t; "';~~~~~~~~(§ i!: ci i!: J: II) ir!:1 ~ iii "' ~ l"/J ~ ~ ~ • . ~ i;i:; ...;· • r,, ~~ ... '4 . IQ ...,kl ~vi~ n;r._i~~ h~i:2h e;; I le) ~~~~ • i::c; ifJ ~~~~ 2::: .,._ Cl) :,_. • Ct) i:.i Cll h :,.. vi f:1-1 ~ kl i;q 0 ~~t,js.) :.::i E-; ~ ~ ~~o~ e;; "-i h ~ 0 q . r.. [.:J Cll E-; C<) 2'i ~ oO ....:i~ SJ ~ ~ 0 o:) ~ I N "' o:) ~ "' "' ~ ~