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DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS DAY OF , 20 UILPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF 20 lik a[1�TT� VOL./PAGE COUNTY,SHORT PLAT NO. L0550009 KING • County I 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 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 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 FLAWS 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 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 AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. GURDEV SINGH SURJIF KAUR BANK OF AMERICA STATE OF WASHINGTON, 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. DATED SIGNATURE OF NOTARY PUBLIC _ PRINTED NAME OF NOTARY PUBLIC _ MY APPOINTMENT EXPIRES STATE OF WASHINGTON, 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. 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. P .. SURVEYOR'S NAME ........................................................................ MGR. SUPT. OF RECORDS DIVISION DIRECTOR LAND USE SERVICES EXAMINED AND APPROVED THIS DAY OF , 20 DEVELOPMENT ENGINEER STATE OF WASHINGTON, COUNTY OF ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER 3 2 2 3 0 5— 9 0 3 8 ON THIS DAY OF , 20 , BEFORE ME, THE UNDEI:SIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TO ME KNOWN TO BE THE OF CORPORATION, THE CORPORATION THAT EXECUTED THE FORGOING INSTRUMENT, AND ACKNLWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, AND FOR THE USES AND PURPOSES THEREIN MENTIONED, 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 HERETO AFFIXED THE DAY AND "EAR FIRST ABOVE WRITTEN. PRINT NAME NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MY COMMISSION EXPIRES n 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 o Apr. 200 P.L.S. CERTIFICATE NO. 40016 A SCALE: N/A PORTION OF: S.E. 1 /4, S.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. N.T.S. SITE S.E. 192ND ST. NOTES: VICINITY MAP 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 ASSOCATION 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 TIME OF BUILDING PERMIT APPLICATION 1N ACCORDANCE TO KCC 21A.43. 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 PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. TRACT "A" IS A PRIVATE ACCESS TRACT INGRESS, EGRESS, PRIVATE DRAINAGE 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 PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "A", AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF F.":CILITIF_S W.179IN SAID TR'.CT. THE STREET TREES REQUIRED PER KCC 21 A. 16 SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS UNLESS KING COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES). 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 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 WITH KING COUNTY CODE 16.06. DIRECT VEHICULAR ACCESS TO AND FROM SE 192ND STREET FOR LOT 1 AND 4 IS PROHIBITED. ACCESS TO SE 192ND STREET FROM BOTH SHALL BE FROM THE PRIVATE ACCESS TRACT. BUILDING PERMITS APPLICATION SHALL FOR ALL LOTS WITHIN THIS SHORT PLAT SHALL BE REVIEWED FOR COMPLIANCE WITH THE APPROVED SMALL SITE ENGINEERING PLANS AND OTHER DRAINAGE CONTROLS AS REQUIRED BY KING COUNTY SURFACE WATER CONTROL MANUAL. LOTS 1, 2, 3 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, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 5303080870. EXPIRES 07/22/2008 INSTRUMENT USED: GEQDIMETER 600 AND/OR TRIMBLE 5600DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WAC. 332-130-090. INDEXING DATA: S.E. 114, S.E. 114, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: T. E. C. CHECKED BY: O.B.H. Aor. 10, 2006. 10: DATE: Thu,, Apr, 10, 200B SCALE: N/A JOB NO.: 2004-139S SHEET: 1 OF 2 FINAL SP.pro 1AW „ RECORDING NO. VOL./PAGE SHORT 0s 0 KING COUNTY, WASHINGTO County i I I I I ----------------- f , I 1 � I I j I I I I HOUSE I � I I I LOT NOTE: EXISTING IMPERVIOUS SURFACE ' ON PROPERTY = 5,032f SQ. FT. I - _ _ _ _ _ ' I I FOUND 1/2' REBAR W/ NO CAP ' 0.51' S. & 0.84' W. OF PROP. COR. I I I FOUND 1/2" REBAR W/ NO CAP 0.88, S. & 0.43' W. OF PROP, COR. END OF FEN & 0.5 t W. I I I rN HOUSE rY --- (SCALED) ----I + +`+ HOUSE + (SCALED) + +l + . 1 + ' 1 LOT 16 + , 1 1 FOUND 1/2' RMV W/ NO CAP 1 0.35' N. & 0.44' W rkC PROP. COR. S88 '50 36'E 16123' (C,ALC D) 1 PORTION OF: S.E. 1/4, S.E. r-----------'o 0 I t 1 I I I i HOUSE t (SCALED) I LOT 17 I I I '------------Z 1UND 1/2' RE84R W/ NO CA 15' N. & 0.47 W. OF PROP. 64 —� Ei' - rn r'i r� / 60.62' 80.62- - -- ------- .-- - - - - -� IS 0,2 t N. FENCE COR. IS 0.6't N. & PROP. COR. U ± E OF PROP. COR. I I LOT 2 ' 5659t SQ, FT. I � I I HOUSE i I (SCALED) i I TRACT F ' I I , I ' I a ' I U I � S88 50 36F 65.14 ' LOT A I K41-LA NO. L2050.27 ' I � I I g I � I g I I I LOT 1 4709t SO. FT. I f I I I I I I d 31'2000" i Arc=13.68' --- - - - - -- 36.12' REC. NO. 9201220877 - - - $ d . Arc=25.60 ' ----..--———————————————— — — — — —— -I- ``- -- FOUND CONCRETE MONUMENT W BRASS DISK IN CASE 3 (S 114 COR.) ASPHALT EDGE �OT 4e2ooi w n� V 5 00'I,,j 15.00' S68 50 '36 E 30.00 ' TRACT A: PRIVATE ACCESS 16241 SQ. FT, 'V m ® 60.00' S88 50 36 E 10 52' DEDICATED TO THE PUBLIC FOR ROAD USE PURPOSES UPON RECORDING OF THIS SHORT PLAT 134,00' SOUTHEAST 1 92ND S_ TREET N88 '5O 36 iv 2fi24.84 ' (A&S-) LOT 3 5659.E SQ. FT. S69 '50 30 '1= 65.14 ' LOT 4 472aE SO. FT. s3 W. OF PROP. U r� Q n 39.40 ' ---------------------� DEDICATION 11 1790± SQ. FT. 1 REC. NO. 9201220877 --------------------- W v g Sti ASPHALT EDGE -west Inc. Cramer a orth Surveyors Planners & Engineers .�' 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852--4880 (local) o 1-(800)251-0189 (toll free) G0016 . I;3'C', (253)i352-4955 (fax) AL E-MAIL: cni@cramernw.com EXPIRES 07/22/2008 GURDEV SINGH Sp C 0 RYAN NMA1 CREATED: Mon Aug 16 08:50:00 2004 PREY. PLOT.• Wed Apr 09 13:45:05 200 PLOTTED; 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE 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 ICING COUNTY, WASHINGTON. LEGAL DESCRIPTION: (PER STEWART TITLE SUBDIVION GUARANTEE ORDER NO. 200497497) LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 8303080870, RECORDS OF KING COUNTY, WASHINGTON. (SEE SHEET 1 OF 2 FOR "SUBJECT TO" ITEMS) NOTES: 1. MONUMENTS LAST VISITED ON 8-4-04. 2. SOME SURROUNDING HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. LEGEND: SET 1/2' REBAR AND CAP "CNW 40016" 0 FOUND REBAR AS DESCRIBED --E }- WOOD FENCE —3�E— WIRE FENCE (CALC D) CALCULATED PER CHINQUAPIN RIDGE REFERENCE SURVEY: 1. CHINQUAPIN RIDGE VOL. 159, PGS. 56-62. E 50.75 (CALC D) LLj Q IZ J O INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5600DRI METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WAC. 332-130-090. INDEXING DATA: S.E. 114, S.E. '114, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: T. E. C. LCHECKED BY: L. B. H. Wed., Apr. 9, 2008, 13:45:11 DATE: JOB NO.: Wed,, Apr, 9, 2008 2004-139S SCALE: SHEET: 1 inch = 20 FT. 2 OF 2 C: John's T61 lobe 2004-139 FlN KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT FLAT 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 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 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 Oft 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 THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDi+,VISiON, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARILESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WIIINESS WHEREOI WE SET OUR HANDS AND SEALS. ; GURGEV, SINGH h ^111111110MAtI4 KU14;WP S• 7(1d IWA X RANK OF AMERICA STATE 0 WASHINGTON, COUNTY OF %1_LCL _a SS._ I CERTIFY OR HAVE SATI FInanACTORY EVIDENCE T,IAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE HIS ER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES ME IONED IN THE INSTRUMENT.I DATED SIGNATURE OF lr,`�fi`,,a�YYI NOTARY PUBL� PRINTED NAME 0 �.:: NOTARY PUBLIC MY APPOINTMENT EXPIRES /2, -0 f `>= STATE OF WASHINGTON, c, COUNTY OF 1 f1_____ SS. I CERTIFY F SATISF,ACTO Y EVIDENC T T AV SIGNED THIS DEDICATION AN ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF 38 �!%� t NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC ki1� �• �'�� MY APPOINTMENT EXPIRES �2-yak a ,u' RECORDER'S CERTIFICATE .................... FILED FOR RLCORD 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 APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS DAY OF , 20_._ DIVISION DIRECTOR LAND USE SERVICES EXAMINED AND APPROVED THIS DAY OF 20 DEVELOPMENT ENGINEER CITY OF RENTON: DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS EXAMINED AND APPROVED THIS DAY OF , 20 CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF PUBLIC WORKS L �p-0535 DEPARTMENT OF ASSESSMENTS ! RECORDING NO. I VOL./PAGE EXAMINED AND APPROVED THIS DAY OF 20 SCALE: ASSESSOR — N/A DEPu rY AssEssoR PORTION OF ACCOUNT NUMBER 3 2 2 3 0J — 9 0 3 8 S.E. 1 /4, S.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. G URD25V ,'.LNG. SJYOR T PLA T L 0 CA TED IN THE S. E. 114, OF THE S. E. 114, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M... KING COUNTY, WASHINGTON S.t. 192ND ST. VICINITY MAP NOTES: 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 ; .VPACT FEES SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION IN ACCORDANCE TO KCC 21A.43. THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE NO. 14.75, I�!!'? COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THE MPS AF.0MI "JISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT ' AT THAT TIME. TRACT "A" IS A PRIVATE ACCESS TRACT INGRESS, EGRESS, PRIVATE DRAINAGE 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 PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "A", AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF FACILITIES WITHIN SAID TRACT. THE STREET TREES REQUIRED PER KCC 21 A. 16 SHALL BE OWNED AND MAINTAINED BY mew 10'0 - THE ABUTTING LOT OWNERS UNLESS KING COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. STATE OF WASHINGTGN, SS. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS COUNTY OF I CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULATED IN THE DRAINAGE PLAN DECLARATION OF COVENANTS AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE SMALL PROJECT DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE �/ ON THIS 1,5 DAY OF�C1b�}L� 20_ d , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC LOT. IN AND FOR TfiE STATE OF 1 DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED eA3WHIptlftTTQN, ME KNOWN TO BE THE THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: —TO ADDRESSES SHALL BE ASSIGNED FOR THE NORTH —SOUTH ROADS WITHIN THE RANGE OF OF BANK OF �11 or I C THE CORPORATION THAT N/A TO N/A AND WITHIN THE RANGE OF 11330 TO 11358 FOR THE EAST —WEST ROADS _____CORPORATION, INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH EXECUTED THE FORGOING INSTRUMENT, AND ACKNLWLEDGED THE SAID INSTRUMENT TO BE THE FREE RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, AND FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT DIRECT VEHICULAR ACCESS TO AND FROM SE 192ND STREET FOR LOT 1 AND 4 IS AND THAT THE SEAL AFFIXED IS THE CORPORATE SEAL OF SAID CORPORATION. PROHIBITED. ACCESS TO SE 192ND STREET FROM BOTH SHALL BE FROM THE PRIVATE ACCESS TRACT. WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR FIRST ABOVE WRITTEN. BUILDING PERMITS APPLICATION SHALL FOR ALL LOTS WITHIN THIS SHORT PLAT SHALL BE REVIEWED FOR COMPLIANCE WITH THE APPROVED SMALL SITE ENGINEERING PLANS AND OTHER DRAINAGE CONTROLS AS REQUIRED BY THE CITY OF RENTON OR THE KING COUNTY SURFACE WATER CONTROL MANUAL. LOTS 1, 2, 3 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. PRINT NAME+ �r)A ft.iGy11(J NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON N-Cw g0te-C SUBJECT TO: RESIDING AT I MY COMMISSION EXPIRES - l �1 I 1. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: "� *w BETWEEN: SOOS CREEK WATER AND SEWER DISTRICT sya�$R1sS it1g b3 j AND: WILSON 2 X PARTNERS 1` f • t,z RECORDING NUMBER: JULY 29, 1994 PURPOSE: 9407292564 DEVELOPER EXTENSION REIMBURSEMENT j111 nF AGREEMENT Al 2. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND 1% 3TA1E (i) PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 8303080870. SURVEYOR'S CERTIFICATE. IrCrarrie� Nort�iwest Inc. THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN Surveyors Planners & Engineers CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES 945 N. CENTRAL, STE. # 104, KENT, WA 98032 IN ....... __ Auy_ 2008 (253)852-4880 (local) �I 1—(800)251-0189 (toll free) (253)852-4955 (fax) P.L.S. CERTIFICATE NO. 40016 E—MAIL: cni®cramernw.com 40016 PROJECT NAME: GURDEV SINGH SP CIO RYAN NEAVICREATED: Mon Aug 16 08:50:00 2004//PREV. PLOT.• Mon Aug 25 15:45:54 20WPLOTTED: Mon., U a E INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5600DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: S.E. 1/4, S.E. 1A SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: J.E.R. Mom, Aug. 25, 2005 2004-1395 CHECKED BY: SCALE: SHEET: 0. B. H. N/A 1 OF 2 4ug. 25, 2008, 15:49: 15 CAJohn's TM jobs 2004-139 FINAL SP.p,o t SHORT PLAT • L05SO009 KING COUNTY, WASHINGTON King r irmiKl r G URDE V SlArGIT S HO. T PLAT LOCATED IN THE S.R. 114, OF THE S.E. 114, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON 573-5 I I --- I — ----L------------- I i I I I I I I j I I I HOUSE 1 I I I I LOT NOTE: EXISTING IMPERVIOUS SURFACE I I I ON PROPERTY = 5, 032i SQ. FT. (FOUND 112' REBAR W/ NO CAP I 0.51' S. do 0.84' W. OF PROP. COR. FOUND 112' REBAR W/ NO CAP ' 0.88' S. & 0.43' W. OF PROP. COR. END OF FENCE IS a2' N. do 0.5' W. OF PROP. COR. I I I I I I I - Cq I I HOUSE I I (SDiLED) i I I TRACT F I I I I I I ►, J I I r. r1. HOUSE I (SCALED) I ►-------------I / / / / / P-P P`b P _1Ov / / / / S68 50 35 "E HOUSE (SCALED)9. LOT 16 FOUND 1 2' REBAR W1 NO CAP [23' (GALC V.) 0•35' N. & 0.44' W. OF PROP. COR. 80.62 ' LOT 2 5,659 SQ. FT. LOT 3 ii 5,659 SQ. FT. o4i �.01 ��001 m 2411(70 t� I `" 588 50 36 E 65.14 ' S8B 50 36 "E 65.14 ' LOT A K.C11.A. NO. 12OW21 IJ l I sv . I Cn m � I I V' I S� 15.00. J. 15.00 ' LOT 1 g S885036 E 30.00' z LOT 4 I 4,709 SQ. FT. 4,720 SQ. FT. I � - E, ti I TRACT A: I PRIVATE ACCESS I 1, 624 SQ. FT. . I � d 31 230 0" g9 g7 y3°' ``v��iS.. \ Arc=13.68' D PCB.9. —--— — — — — —— ' 00, 39.40' / REC. NO. 9201220877 � 39 '30 A 58 " � S8B'5036"E 155.52' S_ DEDICATED TO THE PUBLIC FOR ROAD USE PURPOSES DEDICATION r?—------———————————————— — — — --- �— -- UPON RECORDING OF THIS SHORT PLAT 1,790 SQ. FT. - 134.00 ' FOUND CONCRETE MONUMENT �" W/ DRASS DISK IN CASE 3 (S 114 COR.) 13 m SOUTHEAST 192ND STREET N88 '50 36 "W 2624.84 ' (MEAS.) — PORTION OF: S.E. 1 /4, S.E. r - - - - - - - - - - - -I I I I I 1 I HOUSE (SCALED) I LOT 1-7 I 1 I I ------------ FENCE COR. IS 0.6' N. do 0.2' E. OF PROP. COR. FOUND 112' REBAR W NO CAP 0.15' N. do 0.47' W. OF PROP. COR, -------------------� .1 N I I I I I I I I I I I I SHED I , I I I I I , LOT 18 Q L I J ,--------------------a I �♦ U I c\I i HOUSE ` o , � I i I I-------------------LO av ow j h � � 3 U p S q 6 3 3 W \.u�2 r r `---------------------� ti i } REC. NO. 9201220877 N -- ---------------------� 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE 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: (PER STEWART TITLE SUBDIVION GUARANTEE ORDER NO. 200497497) LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED I:INDER RECORDING NO. 8303050870, RECORDS OF KING COUNTY, WASHINGTON. (SEE SHEET 1 OF 2 FOR "SUBJECT TO" ITEMS) NOTES: 1. MONUMENTS LAST VISITED ON 8-4-04. f 2. SOME SURROUNDING HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. i LEGEND: ® SET 1/2" REBAR AND CAP 'CNW 40016" 0 FOUND REBAR AS DESCRIBED WOOD FENCE —- WIRE FENCE (CALC U.) CALCULATED PER CHINQUAPIN RIDGE REFERENCE SURVEY & SECTION BREAKDOWN: 1. CHINQUAPIN RIDGE VOL. 159, PGS. 56-62. W v o;S :'o z FOUND CONCRETE MONUMENT V TACK IN LEAD IN CASE S. E SEC. COR. Cp G — — 555.75 (CALC U.) --,42 33 5 4 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: cni®cramernw.com PROJECT NAME: GURDEV SINGH SP CIO RYAN NEAVICREATED: Mon Aug 16 08:50:00 2004//PREV. PLOT: Mon INSTRUMENT USED: GEODIMEfER 600 AND/OR TRIMBLE 56000R200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: S.E. 114, S.E. 1A SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: J. E. Rr CHECKED BY: 0. B. H. , Aug. 27, 2008, 8 DATE: Wed,, Aug, 27, 2005 SCALE: 1 inch = 20 FT. CAJohn's TM JOB NO.: 2004-1595 SHEET: 2 OF 2 .Pro CONDITIONS OF APPR 0 VAL, File Number: L05S0009 File Name: SINGH Short Plat Complete Application Date: March 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. of the King County Code. 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 Surface 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 outlined in Chapter 1.12.2 in the Surface Water Design Manual. The existing drainage system must be modified to collect and convey drainage along the property frontage. B. ON -SITE BMP's The proposed on -site improvements appear to qualify for small site drainage BMP's as outlined in Appendix C of the Surface 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. DDES strongly recommends that the engineering plans be submitted at least two years prior to the expiration date of the project. The following conditions apply to this short plat unless a variance pursuant to the variance procedures in KCRS 1.08 is obtained or otherwise approved by DDES: 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. B. Forty-two feet of Right -of -Way (ROW) width shall be dedicated north of the SE 192nd Street RIW centerline, along the frontage of the site. C. Appropriate pavement tapers and pavement striping shall extend east and west of the project'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 proposed 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.B. H. There shall be no direct vehicular access to or from SE 192nd Street from those lots which abut it. A note to 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 provide service to the property described in this subdivision. (2) All private easements and or tracts to be maintained, 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 Distdct(s) that the improvements have been bonded and/or installed, prior to final recording of the short plat. 7. Building and Construction Standards Tite 16 - 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.16) - 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 private tract where it can be accommodated. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. B. 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 right-of-way. C. If King County determines that the required street trees should not be located within the right-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 organization unless the County has adopted a maintenance program. Ownership and maintenance shall be noted on the face of the final recorded plat. E. The species of trees shall be approved by DDES if located within the right-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit -bearing trees, or any other tree or shrub 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 DDES prior to engineering plan approval. G. The applicant shall contact Metro Service Planning at 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 must be installed and inspected, or a performance bond posted prior 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 performance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond may be released after DDES has completed a second inspection and determined that 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 Code 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 B. Pay the MPS fee at the time of building permit issuance. If this option is chosen, the fee paid shall be the amount in 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 from 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. B. The short subdivision shall conform to KCC 16.82 relating to grading on private property. C. Development 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 SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ELEVATION = 514.98 U.S. FEET DATUM. NORTH AMERICAN VERTICAL DATUM OF 1988 00 CONTOUR INTERVAL: 2.00 U.S. FEET LEGAL DESCRIPTIONS: TAX PARCEL NO. 322305-903B - LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 8303080870, RECORDS OF KING COUNTY, WASHINGTON. SHEET INDEX..- 1 COVER SHEET 2 HORIZONTAL CONTROL PLAN 3 EROSION CONTROL PLAN 4 STORM AND GRADING PLAN 5 ROAD IMPROVEMENTS/ STREET TREE PLAN 6 DETAILS SL-1 ILLUMINATION AND PAVEMENT MARKING PLAN SL-2 ILLUMINATION DETAILS 1 OF 2 SL-3 ILLUMINATION DETAILS 2 OF 2 TC-1 TEMPORARY TRAFFIC CONTROL L 1.0 TREE RETENTION PLAN ABBREMTIONS BLC - BUILDING CORNER MH - MANHOLE C - COMPACT MJ - MECHANICAL JOINT CB - CATCH BASIN OVHD - OVERHEAD CL - CLASS PL - PROPERTY LINE CO - CLEAN OUT R - RADIUS D - STORM DRAIN R/W - RIGHT-OF-WAY DDCV - DOUBLE DETECTOR CHECK VALVE S - SANITARY SEWER DI - DUCTILE IRON SQ FT - SQUARE FEET DS - DOWNSPOUT S/W - SIDEWALK D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASEMENT U.N.O. - UNLESS NOTED OTHERWISE FD - FOUNDATION DRAIN S - SOUTH FDC - FIRE DEPT. CONNECTION W - WEST FF - FINISH FLOOR E - EAST FHY - FIRE HYDRANT N - NORTH FL - FLANGE JOINT NW - NORTHWEST H/C - HANDICAP SW - SOUTHWEST SEE DETAIL IE - INVERT ELEVATION NE - NORTHEAST LF - LINEAR FEET SE - SOUTHEAST L/S - LANDSCAPING LEGEND. - DESCRIPTION NEF EXISTING STORM SEWER 19 EX_ STORM SANITARY SEWER 5 EX_ SEWER WATER W EX_ WATER AC PAVING CONC. SIDEWALK SPOT ELEVATIONS X_XX CONTOURS 50 50 PARKING O O STORM CATCHBASiN SANITARY SEWER MANHOLE WATER VALVE FIRE HYDRANT UTILITY POLE DECIDUOUS TREE ° CONIFER TREE - LIGHT POLE ( - GUY WIRE It WATER METER 21 BOLLARD OO SILT FENCE CLEARING LIMIT ASPHALT SHINGLES, OR TILES 2" EXT. PLYWOOD COVER GABLE ENDS WITH '1 /2" EXT. PLYWOOD TRIANGLE - 27"X16"X16" BOLTED T n Y X 8' D ETAI L 4" MAX. OVERHANG EACH SIDE FACE OF CURB Q VARIES 2'-0" 10'-0" N w SIDEWALK I MAILBOX CLUSTER I SIDEWALK Z -VERTICAL OR ROLLED CURB ffiffiffi= ii VERTICAL OR ROLLED CURB - L1 VERTICAL CURB PLAN Q -..*] NOTES: 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 f'-;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 SUBJECT TO APPROVAL OF REVIEWING AGENCY. D TL L11, MAILB f) ,V NTS Vicinity Map We....as St I I ' 1 11 1831d PI SEiE 1 S0n3 � 1 N J �_ JIL r!"0 E S1 SE 180th P s Q87"PI SO 1 6 �•- U 4' Q sE 1®ae+ PI s 1a st SITE `- L-- TL #3223059038 SE 16etsit sE 201A st L C so loath it r'E180 Ln In In l� S �192nd St sell E .11 1931d Pit N Site Plan Approval Approval of these plans is for 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. N Site plan approval is void if the commercial building permit has 4� not been obtained or renewed within two years of approval. 6rYi$ Subdivision plan approval is void if the final plat is not recorded }, �� r Prior to the preliminary Plat approval expiration. �rf � to ^A�r• 6T PI SE 1D8 st ]tGa 1 SEltatn Ct 7 F 11328 SE 192ND ST 98055 Soils Map CITE' g0II • enR ,t- INLINV NI Notice Required Contractors shall notify operators who maintain underground utility lines 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 Title 19. Names and telephone numbers of the operators of underground utility lines in this project appear below. These numbers shall also be used to serve in an emergency conditions as required. Phone SOOS CREEK WATER AND SEWER DISTRICT 253-630-9900 Sanitary Sewer SOOS CREEK WATER AND SEWER DISTRICT 253-630-9900 Water District Gas Company PUGET SOUND ENERGY 888-321-7779 Power Company Call Before You Dig DIAL -A -DIG 1-800-424-5555 Notes 1. The Developer is required to notify the Land Use Services Division, Land Use Inspection Section (206) 296-6642, three days prior to the beginning of construction for a preconstruction conference and specifically request inspection before beginning: A. Installing siltation and erosion control measures B. Clearing and grubbing C. Earthwork D. Installation of any underground utility E. Before placing subbase, base or paving surfaces F. Installation of any forms or placing any concrete 2. A permit must be obtained from the office of the Resident Engineer, Washington State Department of Transportation, before any construction is started on any existing state route. 3. A Hydraulic Project Approval (HPA) Permit must be obtained from the Washington State Department of Fisheries prior to any work when required. Bonding Information Restoration Bond Amount $ Performance Bond Amount $ PRO RATA SHARE ASSESSMENT ANALYSIS 4_;' (County Use Only) Section Township Range Tax Parcel Number P� l3 2J 1 21 3 101 5 131 21 213101 51 1_91 0131 Site Location is within the drainage shed(s) Pro Rato Share Assessment(s) are: ❑ Required ❑ Not Required from the site due to development for increased storm water runoff. Peak Runoff Assessment Rate($ ) per c.f.s. increases.(10 year, 2 hour storm) Peak Volume Assessment Rate($ ) per Ac. Ft. increases.(2 year, 2 hour storm) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. Date Preliminary Plat Approval Ordinance # Expiration Date: Preliminary Map Approval Other Construction Permits Received Right -of -Way Use Permit Grading Building/Structural Other Date Emergency 911 Police- Fire- Rescue RECOMMENDED FOR APPROVAL Engineer Plan Reviewer Engineer Supervisor Traffic & Planning Engineer King County Conservation District Structural Review Engineer Other ON r\ X in � ��W) 00 N N cV M cep p in tr) a0o an t- 0 0 UJ Y v C .. C) L 00 W r lit 0 X V) G V J Q a1 'Q m C r LM UJ Y Ui V o wQ Z ^ U V1 0 v � a 00 o ,I 0) 00 N }.ly �O 3Z �m ®O APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES O King County, Washington D C�®r,C�d�C T- NOV 15 2007 C O X Date James H. Sanders, P.E. W V) cA Development Engineer 0 D.D.E.0 ® 4) Ci GURDEV SINGH 425-271-6728 a- V ° ° a) a� Name Phone Z Z Li E 1 o o J 19100 104TH PLACE SE, RENTON, WA 98055 O C ❑ ®❑ Address and Zip Code � 9 0 > ® � U 0 O I ❑ A Partnership < a" ® 0 ® An Individual License/Seas ° GURDEV SINGH 425-271-6728 I� I 0- Name Phone K R U o o 19100 104TH PLACE SE, RENTON, WA 98055 ��`� OF WASy0F� ®❑ Address and Zip Code10 y �' ®. A Corporation = ❑ A Partnership u ❑ An Individual /STER�� CRAMER NORTHWEST INC. 253-852-4880 /OfygL E' { y Name Phone C 945 N CENTRAL KENT, WA 98032 EXPIRES 11/26/- c� cn o w ❑ ® Address and Zip CodeLo7 Sheet 1 of 6 o M hu` SOLID WALLS = FILTER MEDIA FOR DEWATERING - TEMPORARY EROSION CONTROL SEED MIX Weight Purity % Germination Chewings or red fescue 40 98 90 Festuca rubra var. commutate or Festuca rubra Annual or perennial rye 40 98 90 Lolium multVlorum or lolium perenne Redtop or colonial bentgrass 10 92 85 Agrostzs alba or AgrostU tenuis White dutch clover 10 98 90 Wolium re -pens E'.R o►4; "-=20' CATCH BASIN Z_ GRATE D TL 113, INLET P NTS 8- PW L-W. CTR. CHANNEL=489.72 NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. CT NTS 10, P-A F1 ft EROSION CONTROL PLAN FOR G URDE V SINGH SHORT PLAT L 0 CA TED IN THE S.E. 114, OF THE S.E. 1 /4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, KING COUNTY, WA SHING T ON JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 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) #8. RIM=507.80, (SOLID LID) (ASSURE LOCKED STATUS) N IE=504.54 (12" ADS) W IE=504.37 (12" ADS) #9, RIM=500.40 E IE=497.06 (12" ADS) W IE=497.06 (12" ADS) 655.75' SSMH RIM-512 54 W.M. , 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 K4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT 8„ PVC E.-W. 21200 SF MAX ALLOWED VTR C14ANNEL-498.14 IMPERVIOUS SURFACE FOR EACH LOT 50' Length may be modified by DDES inspector as site conditions warrant. 11 TIO.N EN_T. GENERAL NOTES 1. All construction shall be in accordance with the King County Code (KCC), King County Road Standards (KCRS), King County Surface Water Design Manual (KCSWDM) and the conditions of preliminary subdivision approval. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission, or variation from the above requirements found in these plans. All corrections shall be at no additional cost or liability to King County. 2. The design elements within these plans have been reviewed according to the King County Department of Development and Environmental Services (DOES) Engineering Review checklist. Some elements may have been overlooked or missed by the DOES plan reviewer. Any variance from adopted standards is not allowed unless specifically approved by King County prior to construction. 3. Approval of this road, grading, and drainage plan does not constitute an approval of any other construction (e.g., domestic water conveyance, sewer conveyance, gas, 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 County Code (Section 12.88); normally, this is 7a.m. to 10 p.m. on weekdays and 9 a.m. to 10 p.m. on weekends. Z 7. It shall be the Applicant's/Contractor's responsibility to obtain all construction easements necessary before initiating off -site work within the road right-of-way. N 8. Franchised utilities or other installations that are not shown on these approved plans shall not be constructed unless an approved set of plans that meets all requirements of KCRS Chapter 8 is submitted to the DOES Land Use Inspection Section three days prior to construction. 9. Datum shall be NAVD '1988 unless otherwise approved by DOES. 10. Groundwater system construction shall be within a right-of-way or appropriate drainage easement, but not Z underneath the roadway section. All groundwater systems must be constructed in accordance with Section B1 3.02 of the APWA Standard Specifications. N 11. All utility trenches shall be backfilled and compacted to 95 percent density. r 12. All roadway subgrade shall be backfilled and compacted to 95 percent density (WSDOT 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(B)3. 14. The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contractor. Any work 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 Control," of the W"aDOT 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, restrictors, channels, retention facilities, utilities, etc.). 2. The implemei-;tation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant/ESC supervisor until all construction is approved. 3. The boundaries of the clearing limits shown on this plan shall be clearly flogged 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 applicant/ESC supervisor for the duration of construction. 4. The ESC facilities shown on this plan must be constructed prior to or in conjunction 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 ESC facilities 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 silt fences, etc.). 6. The ESC facilities shall be inspected daily by the applicant/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., seeding, 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 following a storm event. 10. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins anj conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 11. Stabilized construction entrances and roads 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 caved areas are kept clean for the duration of the project. 12. Any permanent flow control facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the facility is to function ultimately as an infiltration system, the temporary facility must be graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 13. Where stray:, mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches. 14. Prior to 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 map of those areas to be seeded and those areas to remain uncovered shall be submitted to the DOES inspector. The DOES inspector can require seeding of additional areas in order to protect surface waters, adjacent properties, or drainage facilities. RECOMMENDED CONSTRUCTION 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 supervisor. 4. Grade and install construction entrance(s). 5. Install perimeter protection (silt fence, brush barrier, etc.). 6. Grade and stabilize construction roads. 7. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 8. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 9. Relocate surface water controls and erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. 10. Cover all areas that will be unworked for more than seven days during the dry season or two days during 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 Completion Date Senior Engineer Completion Date JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Approval Date Comments: aWa ZZ acUJ W go . Fj C4 (J cn o ZOZ Gsj zx�az�Qa� E, �►--�z� oz�c� LU J� oa�zz- ,-go cn o`���v �aF_X R 4 Cn 00 eV7 z z CL F; 44 C5 ,�. w M �r�o�ti rya E, co �O N L~ V O N x (p a \ N I \ N 0 00 >r Ld O N 0 v E 0 0 Y E °tea E s 0 0 O to �t + U �� wY V)0 0 N.i . a a ca �- I w W �WQJ U 0 = �^ vV) u7 a U 01 0 0 00 I � �. 00 M ao u1 N Z0 3� as MT LOT A K.C.LL.A. NO. 12850.27 NEW ROCK WALL DTL 6/6 ASPHALT EDGE o `so ALL NEW HOMES SHALL R 0 UTE ROOF RUNOFF THR 0 UGH DTL 114. o o level outlet op o a o ° ° d °°o0 p 1j° a a°p°aao a � ooa °0 1017 ° ° C4 �--� 6" min °0 0 o pdQ o D a o 0 o°�d� ° ° ° p ° a o oa °p 4" perf pipe " ° aaao0i 18 min °avo °o°DQ°avo °° a° p° o o a °aa °° Q o 0 1 ig -Jl4 rasw rods °q o °°°° o°°o ° a ° o° a °° o 0 {�- 24" min TRENCH X-SECTION NTS slope 0. small catch basin or yard drain r r r 'Ifr r r r r r 25-Foot vegetated Flowpath Segment r r r r r r r r r r r 900 sq. ft. Simple 10-foot trench Type I CB r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r >700 Sq. ft. rrrrrrrr.-ter r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r 25-Foot vegetated Flowpath Segment r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r Maximum 50-Moot trench w/notch board (see Figure C.2.1.D, p. C-33) PLAN VIEW OF ROOF NTS aamn RIM=502.97 8" PVC E.-W. CTR. CHANNEL=489.72 R�OG �' 9 STORM & GRADING PLAN FOR G URDEV SINGH SHORT PLAT L 0 CA TED IN THE S.E. 114, OF THE S.E. 114, C TION 32, T 0 WNSHIP 23 NORTH, RANGE 5 EAST, W.M. , DING COUNTY, WA SHING T ON I HOUSE (SCALED) L DOWNSPOUT _' DISPERSION i T7 DTL 1/4 10' TYP I T8 NEW HOME, TYP LOT (APPROXIMATE 5,659t SQ. FT. LOCATION AND SIZE) T9 25' TYP LOT 2 K.C.S.P. NO. 482007 24,1601 SQ FT. STA=0+87.19 EL=507.24 T1 T (EDGE OF 25' T12 ASPHALT) 25' TYP. T11 LOT 4 4,720+ SQ. FT. o STORM & GRADING PLAN i"=20' ROCK WALL INFORMATION TABLE LOCATION WALL ELFT . STATION & OFFSET TOP BOTTOM W1 STA 9+80 35 LT 502.5 500 W2 STA 10+00, 35 LT 504.9 502.4 W3 STA 10+00, 44 LT 506.251 506 EX. CB'S 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) #8, RIM=507.80, (SOLID LID) (ASSURE LOCKED STATUS) N IE=504.54 (12" ADS) W IE=504.37 (12" ADS) #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 1993 KING COUNTY ROAD STANDARDS G- REC. NO. 9201220877 FX. CONC. 1 +56.34, 27.88' LT L=507.38 (FL) PROVIDE EXISTING CB WITH SOLID LOCKING LID REX. SEWER -------------- SITE BENCHMARK "A" v0SSMH 1 ASPPAI T EDGE TOP CENTER BOLT ON F.H. RIM-r I2 54 DRAINAGE NOTES 1. Proof of liability insurance shall be submitted to DDES 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 a uniformly dense unyieldiig base. 3. Stee! pipe shall be galvanized and have asphalt treatment #1 or better inside and outside (KCRS 7.03). 4. All drainage structures, such as catch basins and manholes, not located within a traveled roadway or sidewalk shall have 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-woy shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have 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 a 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(8), Drawing No. 2-024, 8. Drainage outlets (stub -outs) shall be provided for each individual lot, except for those lots approved for infiltration by King County. Stub -outs shall conform to the following: a) Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free -flowing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. b) Outlets on each lot shall be located with a five -foot -high, 2" x 4" stake marked "storm" or "drain". The stub -out shall extend above surface level, be visible, and be secured to the stake. c) Pipe material shall conform to underdrain specifications described in KCRS 7.04. If non-metallic, the pipe shall contain wire or other acceptable detection. d) Drainage easements are required for drainage systems 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, gas, telephone, television, etc.). f) All individual stub -outs shall be privately owned and maintained by the lot homeowner. notched grade board �+ 2 x 2 notches 18" O.C. galvanized bolts 2" x 12" �a pressure � treated grade board X 0 EE C-4 c C� 4" x 4' support post P filter fabric ipe O.D. end cap or plug clean out wye from pipe 4" or 6" perforated pipe laid flat/ type_1 CB w/solid cover (locking) influent pipe (max design flow < 0.5 CFS per trench) clean out wye from pipe PLAN NTS pipe O.D. 1'-0 min min ,Krvf. fa°', ■� ire . � • • WMAwii1 • • p- • • wd p1 V ° o ° clean (<5% fines) 0 0 V 11/� - 3/4 washed rock *15% max for flow control/water quality SECTION A -A treatment in rural areas. NTS EL.=510.23 U.S. FEET 8" PVC vE _W. 21200 SF MAX ALLOWED CTR CHANNEL=498.14 IMPERVIOUS SURFACE FOR EACH LOT DISPERSION TRENCH LENGTHS TRENCH LENGTH FT Ti 10 T2 10 T3 12 T4 10 T5 10 T6 12 T7 10 T8 10 T9 12 T10 10 T11 10 T12 12 12' TRENCHES PER DTL 2/4 C.B SCHEDULE TYPE RIM INVERT COMMENTS CB1 1 501.55 498.20 STA 9+94.67 (27.13' LT), GRATE CB2 1 501.63 498.03 STA 9+94.67 (23.35' LT), WITH LOCKING SOLID LID D TL 2/41 T. NTS PIPE SCHED ULE PIPE TYPE LENGTH SLOPE LCB1 TO C82 12" CONC 4' 4.50% a flow to second dispersal trench if necessary flow to other branching CB's as necessary 18" 0. C. __O1 2" grade board notches � 2„ 2. it over -d- 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. KING COUNTY D.D.E.S. Review Engineer Completion Date Senior Engineer Completion Date JAMES R. SANDERS, P.E. DEVELOPMENT ENGINEER Approval Date Comments: �2(A) "Col� w Q�2ha�+dJZa ZU Oz�zz P�° a z g j Ca oC K ? Q ° Cr �o a p0�Zz _ Uj CS Z in RR Cn U5 a �w �w tzi\2 Cry 44 C4 E,, E`' C5 CS>>1 44 Ell O� w 0 V �I to W� Z CL 0 X 0 W 0 N c Urn N Lo Co N aQ a7 ' w . ."s w a N Mto Cr Oa Q m _ 0 o 0 W Y o, E 0 w a!o z 00 a v) 4 i C-4 N o o� 0 •. d Q of Q m ;N Z Lj Y U o w� V N ,n v � o G 0 00 00 tf 04 Cal M Q) e7 0 N j� N ao • : z0 3z r" 0 C] � LEI[ ` APPROVALS: SHORT PLAT No. LO 5 0009 DEPARTMENT OF DEVELOPMENT AND ENVfRO%MENTAL SERVICES KING COUNTY, WAS H I GTO N EXAMINED AND APPROVED THIS DAY OF , 20 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 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 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 THE NEGLIGENCE OF "KWGI�GUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF 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 SURJIF KAUR BANK OF AMERICA STATE OF WASHINGTON, 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. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES STATE OF WASHINGTON, SS. COUNT( 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. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ........... DAY 0F.......... 20....... AT ...... M IN BOOK .......... OF ............ AT PAGE......... AT THE REQUEST OF .,OWEN,.B...HILLEI, PLS., SURVEYOR'S NAME ................................. .................... MGR. SUPT. OF RECORDS DIVISION DIRECT05 LAND USE SERVICES EXAMINED AND APPROVED THIS DAY OF DEVELOPMENT ENGINEER I�x Aj e D� 20 DEPARTMENT OF ASSESSMENTS DW.IINED AND APPROVED THIS DAY OF ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER 3 2 2 3 0 5— 9 0 3 8 20 RECORDING NO. I VOL./PAGE SCALE: N/A PORTION OF: S.E. 1 /4, S.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. y� � y� � T (� D ' V GH HOR T .Pr A T LOCATED IN THE S.E. 1 /4, OF THE S.E. 114, OF ,c;ECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DING COUNTY, WASHINGTON a U c y STATE OF WASHINGTON, SS. COUNTY OF a.t. 1FILIYU S� NOTES: VICINITY MAP �1 CT t9"LA6RC�I�ENZBE A F 40 5 . 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 TIME OF BUILDING PERMIT APPLICATION IN ACCORDANCE TO KCC 21A.43. 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 PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. TRACT "A" IS A PRIVATE ACCESS TRACT INGRESS, EGRESS, PRIVATE DRAINAGE 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 PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "A", AND AN EQUAL AND UNDIVIDED RESPC'NSIBILITY FOR THE MAINTENANCE OF T�Q THE STREET TREES REQUIRED PER KC'C 21 A. 16 SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS UNLtSS KING COUNTY F iA1 ADOPTED A MAINTENANCE PROGRAM. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. _ ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT , AND ENVIRONMENTAL SERVICES (DDES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY ODES. ON THIS DAY OF , 20 , BEFORE ME, THE UNDE:F!wIGPdED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SW RN, PERSONALLY APPEARED THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: ....:�0 ME KNOWN TO BE THE 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. OF CORP(1RA1 'rd, THE CORPORATION THAT INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH I EXECUTED THE FORGOING INSTRUMENT, AND ACKNOWLEDGED THE SAD ; 1jTFyUMENT TO BE THE FREE RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. DIRECT VEHICULAR ACCESS TO AND FROM SE 192ND STREET FOR LOT 1 AND 4 IS AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, AND FOR THE USES AND PURPOSES THEREIN��� MENTIONED, AND ON OATH STATED THAT THEY WERE AUTHORIZED `t0 P'%CUTE THE SAID INSTRUMENT PROHIBITED. ACCESS TO SE 192ND STREET FROM BOTH SHALL BE FROM THE PRIVATE % AND THAT THE SEAL AFFIXED IS THE CORPORATE SEAL OF SAID CRP::' .,1T10N. ACCESS TRACT. WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND '',i1R FIRST ABOVE WRITTEN. BUILDING PERMITS APPLICATION SHALL FOR ALL LOTS WITHIN THIS SHORT PLAT � SHALL BE REVIEWED FOR COMPLIANCE WITH THE APPROVED SMALL SITE 'ENGINEERING d ' PLANS AND OTHER DRAINAGE CONTROLS AS REQUIRED BY KING COUNTY SURFACE WATER CONTROL MANUAL. LOTS 1, 2, 3 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. PRINT NAME NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MY COMMISSION EXPIRES 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. 8303080870. SURVEYOR'S CERTIFICATE I �n-rCriGlaner Northwest Inc. 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 Sur✓eyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 IN — fir. 200 (253)852-4880 1—(800)251-0189 (local) (toll free) (253)852-4955 (fax) P.L.S. CERTIFICATE NO. 40016 E—MAIL: cni®cramernw.com EXPIRES 07/22/2008 LEI 0 0— J O INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5600DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WAC. 332-130-090. INDEXING DATA: S.E. 114, S.E. 1A SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: T.E.C. Thu., Apr, 10, 2006 2004-139S CHECKED BY: SCALE: SHEET: O.B.H. N/A 1 OF 2 Apr. 10, 2006, 10:02:19 C: John's TIN jobs 2004-139 FINAL SP. pro E RECORDING NO. VOL./PAGE SHORT PLAT NO.1-os 000s County KING COUNTY, WASHINGTON ry I I ----L---- I I I I I � I j I I I 1 HOUSE I { I � I I I I LOT NOTE: EXISTING IMPERVIOUS SURFACE I I I ON PROPERTY = 5, 032t SQ. FT. I I FOUND 1 2` REBAR W NO CAP 0.51 ' S. do 0.84' W. OF PROP. COR.LJ I I / I I FOUND 1/2" REBAR W/ NO CAP �T7D 0.88' S. do 0.43' W. OF PROP. COR. OF FEh I I do 0.5't W. ' I 1 I � I ► � � I , I I HOUSE (SCALED) i I I TRACT P I ' ' I I I I U I I Q r}' HOUSE . ry { (SCALED) I ------------ / / / / / / / G 15 / J / / / / / 0.2 t N. OP. COR, LOT 2 5659E SO. FT. S88 50 36 7E 65.14 ' LOT A � I N I o I I Z I I I LOT 1 4709t SO. FT. I I I I I 1 I A 31 20 30 " Arc=13.68' i <-- - - - - -- �` � 36.12' REC. ND. 9201220877 $' 'd . ,,zb'�. Arc=25.60' - ---_=------------------- - - - - -- -- \ \ I HOUSE (SCALED) `\ \ ` 1 ` � I LOT I6 ! \ FOUND 1 2- REBAR W NO CAP I 0.35' N do 0 44' W OF PROP COR S88 50 36 7E 161.23 ' (CAL'C 13) �a.®ssrr.j lit m K02�t A g e 15.00' 15.00' 2 1 ae 50 367E 30.00 ' TRACT A: PRIVATE ACCESS 1624E SQ. FT. ® 80.00 ' a SB8 50 36'F 155.52' DEDICATED TO THE PUBLIC FOR ROAD USE PURPOSES UPON RECORDING OF THIS SHORT PLAT 134.00 ' FOUND CONCRETE MONUMENT {� W BRASS DISK 1N CASE 32 (S• 1/4 COR.) SOUTHEAST 1 92ND S,?-'REET 5 - NB8 50 36'W 2624.84' — — (MEAS.) ASPHALT EDGE 80.62' — --. FENCE COR. IS 0.6'.t N. do 0.2'.f E. OF PROP. COR. SCALE: GRAPHIC SCALE 1" =20' 1 inch = 20 FT. 20 0 20 PORTION OF: S.E. 1 /4, S.E. i-----------� I I I I I 1 HOUSE (SCALED) LOT 17 I 1 1 1 '------------Z FOUND 1/2' REBAR W/ NO CAP 0.15' N. do 0.47' W nF pnnn rnn — — — — — — — — — — — — — — — — — — — LOT 3 I , 1 I I I 5659E SO. FT. 4; ' SHED I 1 I { co I I LOT Ib I I ti I I I I C ! It1 ,---------------------� 1 �5 �3 I SB8 50 361E 65.14' 1 I 1 HOUSE LLJ 1 I 1 I 1 1 1-------------------2 LOT 4 FENCE COR. IS 0.8 t 4720E SQ. FT, a W. OF PROP. LINE CO J 39.40 ' DEDICATION 1790E SQ. FT. I^ LO 0 g ------- - - - - - - REC. NO. 9201220877 k---------------- - - - - - � 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE 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. (PER STEWART TITLE SUBDIVION GUARANTEE ORDER N0. 200497497) LOT 2, SHORT PLAT NO. 482007, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 8303050870, RECORDS OF KING COUNTY, WASHINGTON. (SEE SHEET 1 OF 2 FOR "SUBJECT TO" ITEMS) NOTES: 1. MONUMENTS LAST VISITED ON 8-4-04. 2. SOME SURROUNDING HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. LEGEND: ® SET 112" REBAR AND CAP "CNW 40016" 0 FOUND REBAR AS DESCRIBED -r;— WOOD FENCE - WIRE FENCE (CALCV) CALCULATED PER CHINQUAPIN RIDGE REFERENCE SURVEY G C—(� b�la 1. CHINQUAPIN RIDGE VOL. 159, PGS. 56-62. 1 I 1. 1 C 1 v I 1 1 rn v� FOUND CONCRETE MONUMENT W1 TACK IN LEAD S.E. SEC. COR. 1- 1 4' _ 655.75 (CALL, i1) 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: cni®cramernw.com e_40018 EXPIRES 07/22, --_,32 33 W C.) Q -- 5 4 n- J O J INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 560ODR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: S.E. 'A S.E. 114, SEC. 32, T. 23 NORTH, R. 5 EAST, WM. DRAWN BY: T.E.C. j CLACKED DY: O.B.H. Wed., Apr. 9, 2008, 73 DATE: JOB NO.: Wed., Apr. 9, 2008 2004-139S SCALE: SHEET: 1 inch = 20 FT. 2 OF 2 N SING14 SP CIO RYAN NEA CREATED: Mon Aug 16 08.50:00 200411PREV. PLOT. Wed Apr 09 13:45:05 H SP.pro SHORT PLAT N0.1-45 KING COUNTY, WASHINGTON NOTE: EXISTING IMPERVIOUS SURFACE ON PROPERTY = 5, 032E SQ. HOUSE (SCALED) LOT A KG.L.L.A. NO. 12OW27 G U. "I E V SINGI F SMOR T P.LA T LOCATED IN THE S.E. 1114, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON HOUSE (SCALED) r\j I I , I N I 100 , LO LOT 15 Q�, I � I i I � I ' FOUND 1 2" RE&4R W1 NO CAP I G I v FOUND 1 Z" REEiAR W1 NO CAP FOUND 1 2" RE&1R W NO CAP 0.51' S do 0.84' W. F PROP. COR " I �' SB8 '5 (J 0.35' N. 0.44' W. OF PROP. COR. 0.15' N. dt 0.47' W. OF PROP. COR. I I 80 FOUND 1/2" REBAR W1 NO CAP 0.88' S do a43' W1 OF PROP. COR. END OF FENCE IS 0.2 f N. II do 0.5 f W. OF PROP. COR. LOT 5659t St FT. LOT 3 I g� 18" APRICOT ., � �' -; ^,� 5659E SQ. FT. -1 0A, „ LOT 17 RECORDING NO. VOL./PAGE SCALE: GRAPHIC SCALE I" =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) FENCE COR. IS 0.6E N. & 0.2'f E. OF PROP. COR. V' 4 F F! 5 Y2.4f BE,;i� O' VED) BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE 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. 8303080870, RECORDS OF KING COU TY, WASHINGTON. /q-F 11' 2?Z4 Z NOTES: 1. MONUMENTS LAST VISITED ON 8-4-04. 2. SOME SURROUNDING HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. RTIGe r nAT NDRTt--AMERI BAN-VERTI CAL•-DATUM-OF-T g 88. BEN WK: KING CO TY BENCHMARK NO. 5809 FOUND C RETE MONUMENT W/ TACK IN LEAD AT SOUTHEAST CORNER FECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ELEVATIQ = 514.98 U.S. FEET. SITE Z ENCHMARK }� TOP %ENCH OL? OWN FIRE HYDRANT ELEVA10.23 U.S. FEET. SITSRK` "B" _'M OF SEWER MAHOLE -� ELEVATION = 502.9 7` °ld. S. FEET. CONTOUR INTERVAL: 2.00 U.S. FEET. L_E (JE2iiL. ® SET 1/2" REBAR W/ CAP "40016/18898" ,raj p` ® FOUND REBAR AS DESCRIBED C W, d o �s�- r / (" SANITARY S ER MANHOLE C�, �' p "q� CkTCH-84S �`- COR. lS 0.8 t 6, FIRE HYD T �� LOT 1 ii i ` -'t W OF PROP. UN�C �' /�LG •(� U'� WATER ALVE 4709E SQ. FT. 4720E SQ. f7: ® TER METER ��' ((�� I ' TRACT A: 1 S ETER PRIVATE ACCESS f 16241 SQ. FT. ® P METER II , 18" APPLE ��' � UT1L POLE A 31 '20'30" / Arc=13.68 \ D �G 1 �O. ► t7� , 23 GU CHOR �f-- - - - - -- --- --- 36.12' �` i 80.00' 39.40' SRO" ® L�HT OLE REC. NO. 9201220877 a _ F a � A 58'3930" r t SBB�036'L� 155.52' t ---------------- ® LECT L BO E RI X .�$ $ �=25•60' DEDICATION r^�� i D UPON i ,' S O ROCKERY r_,$• 1790E SQ. FT.t' I R CORDING✓0Cir2ri-CAT �O o r �____�__________ -_ REC. No.9201220877 0 BOLLARD 00 ® o - -`- - 1 �+ ` ' 000 , 504 1 134.00 ' i `I o 0 0 0 - - `' ` - - - - - - - - - - DECIDUOU TREE 508 CONCRETE VERTICAL CURB "1 CB --Wi- BURIED WAT RLINE PAI T R/M = 500.40 B CURB CUT ® RIM = 5OZ45 12` ADS E.= 497.06 12" ADS S = 504.91 -c WOOD FENCE 12" ADS W.= 497.06 0 ' FOUND CONCRETE MONUMENT W W 12' RCP E.= 504.96 14 W BRASS DISK IN CASE W W IN W W o CB = 505. ���' t) -WIRE FENCE (S. 114 COR.) 7 SITE BENCH.k4RK "A" M RIM = 507.80 3 SOUTHEAST 19,2ND S TREE T EL. TOP CENTER BOLT U.ST FEET ON H --- 12" ADS W. = 504.37 D CONCRETE MONUMENT W TACK IN LEAD IN r,4SE 5' `' 2624.84' 3 - - _ i _ 655.75' SE SEC. COR. __,,32 33 LIJ - - - - - - -S0 36 "W (MEAS.) �� �- S HMARK " &------------------------------------- -- - y & , r_ --- < -- -- --- RIM OF S YfS!I NHOLE < < S 11 '04'13'E 295.77' _ ' 5 4 ASPHALT EDGE EL= 502.97 U.S. FEET (oS+��-- �`"- SSMH \ 00 RIM = 512.54 J .SPP L2 rSS M I cso J Q \ASPHALT EDGE ` CTR 8' PVC O CHANNEL = 498.14 > 11010 p o RIM - 5 2.97 ..E 8" , C W Cramer B. INSTRUMENT USED:GEODIMETER 600 AND/OR TRIMBLE 5600DR200+ CTRCHANNEL 89 7 o a Inc. ��.F } �'•: METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. W 'surveyors Planners & Engineers : INDEXING DATA: S.E. 114, S.E. 114, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. !)45 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852--4880 (local) o': :` e` .o DRAWN BY: DATE: JOB NO.: 1—(800)251-0189 (toll free) �001 c1 T.E.C. Tue., Oct. 30, 2007 2004-139S �••!�� .lON,Gda �' . (253)852-4955 (fox) AL' CHECKED BY: SCALE: SHEET: E-MA" EXPY�ES 07/22/2008 O.B.H. I inch = 20 F T•. 2 OF 2 PROJECT NAME GURDEV SINGH SP C/4 RYAN NE4 /CREATED: Mon Aug 16 08:50:00 2004 PREY. PLOT.• Tue Oct 30 11:58:16 20011/PLOTTED: Tue., Oct. 30, 2007, 16:25:49 7TModel Proiects 2004 2004-139S.Drc ` \ �` t 1 AO0, Q 1 4�_ 15.00' t. ti J 1" I SW 50 36 E 00 ' I _1 I ' 11 s68.50 6 •E 65.14' SHED AV� d� LOT /B HOUSE SHORT PLAT N0. L05Sd06 KING COUNTY, WASHINGTON APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS DAY OF , 20 -MANAGER, LAND USE SERVICES DIVISION DEDICATION EXAMINED AND APPROVED THIS DAY OF 20 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 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 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 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 AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. GURDEV SINGH 5 v (,A i F tvUA2 BAD K d P .e t2 t C, - STATE OF WASHINGTON, 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. DATED - SIGNATURE OF NOTARY PUBLIC _ PRINTED NAME OF NOTARY PUBLIC — MY APPOINTMENT EXPIRES STATE OF WASHINGTON, 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. DATED ___ SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC _ MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ........... DAY 0F.......... 20....... AT ...... M IN BOOK .......... OF ............ AT PAGE......... AT THE REQUEST OF „OWEN..B:..HILLE,.PLS SURVEYOR'S NAME DEVELOPMENT ENGINEER DE LOPER7S.E. ER INFORMATION: GURDEV INGH 19100 1 TH RENTON, WiQ. �. 8055 425-271— 8 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_ 200E ___ ................................. MGR. SUPT. OF RF_CORDS P.L.S. CERTIFICATE NO- _______40016 _ PROJECT DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER 3 2 2 3 0 5— 9 0 3 8 RECORDING NO. 20 SCALE: N/A VOL./PAGE PORTION OF: S.E. 1/4, S.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. URDH V SIMG11 SJYOR T PEA T LOCATED IN THE S. E. 114, OF THE S. E. 1/4, OF S1�; CTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M... DING COUNTY, WASHINGTON Cramer Northc. Surveyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-•(800N251-0189 (toll free) (253)852-4955 (fax) E--P, A, gym: cry,@crarnnerrw.c�m UROEV SING" SP (. !0 R ' ", JODI k p' j •L � psi'•, �p 4001 �f°`vA iA EX!DIRES 07/22/2008 r/111n Print 16 ^3:50:00 20041/1PRF✓. PLOT: Mor Oct 22 13: i 6:45 2011 'PLOT'1E0. Uc:_., 4 t i S.E. 192ND ST. VICINITY MAP E(Fl� Fu bu RqED NOV 15 2001 K.0,.O..S. w C.� Q J L -7O 7 INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5600DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WA.C. 332-130-090. INDEXING DATA: S.E. 114, S.E. 114, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: T.E.C. Mon., Oct. 22, 2007 2004-139S CHECKED BY: SCALE: SHEET: 0. 8. H. ;? NIA 1 OF 2 Oct. 22, 2.07, 13:59:15 C: TMode! Projects 2004 2004-1 SHORT PLAT NO. KING COUNTY, WASHINGTON NOTE: EXISTING IMPERVIOUS SURFACE ON PROPERTY = 5, 0321- SQ. I FOUND 1/2" I 0.51' S. do 0., I I FOUND 1 2' 0.88' S. & 0. I I I I I t I I HOUSE (SCALED) I I I I I I i I LOT A I N KG! 1_.A. NO. 1.-.0..e027 o I I I I I I I I I I I I I I I I I I 1 I a REC. NO. 9201 •- � `SO ---------- ---- 32 (S.1/4 COR.) 5 - I a c u TRACT F h w N O Ln O 0 2 n , 220877 RIM = 500.40 12' ADS E.= 497.06 12"� W. S = 497.06 0 G URDE V ,S'11! G1T SMOR T P T LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, .RANGE v EAST, W.M., KING COUNT', WASHINGTON HOUSE (SCALED) i Ile i i i i 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. ------�------- BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE 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 56-6Z, 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: 1. MONUMENTS LAST VISITED ON 8-4-04. 2. SOME SURROUNDING HOUSES WERE SCALED FROM D.D.E.S. WEB SITE. p AM MVERTICAL DATUM OF 1988. KING rrOU TY iYENCHMARK NO. 5809 1 FOUND ON ETS MONIJM NE Wf TA IN LEAD AT SOUTHEAST r" CORNER 0 SECTIQVI��2, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ELEVATI 514.98 U.S. FEET. SIT BENCHMARK: SITE B NCHMAR "A" Iv TOP C R LT 0 FIRE YORANT W O� /ELEVA 1 10.2 S. F ET. LOT 18 SITE E H RK B" RIM F SEWER.- ANHOLE ELEVATION = 502.97 U.S. FEET. CONTOUR INTERVAL: 2.00 �.S. FEET. * E 321",TD= HOUSE 0 SET 1/2" REBAR W/ CAP "40016/18898' 0 FOUND REBAR AS DESCRIBED 0 SANITARY SEWER MANHOLE (� '4 0 -- - - ---------- - - - - - � 00 REC. NO. 9201220877 l w ' w W W �- CB 6- �i = 505.37 SITE,B WHk4l, K 'A' RIM 507 TO E TON F.H. G S = 5 .54 { FOUND CONCRETE MONUMENT W TACK IN LEAD IN CASE SOUTHEAST 9 2ND pS' TRLnE T / EL = 5 .23 U S� FEET 12' S 504.37 C.L. SEC. coR 4-.J2 3 w655.75•N88 '50 36 "W 2624.84 ' (MEAS J 3 -- - --------------------- Q - ----------------- �7 ------------------- °s - IL +--SSMH o� 1,16 ( S , RIM = 512.54 _J �9 8' PVC E.-W. U LSSUH so — ASPHALT EDGE CTR. CHANNEL = 498.14 s RIM = 502.97 or, 8' PVC E.-W. Ad~ Northwest 'B jIINSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5600DR200+ CTR. CHANNEL = 469.72 urame b Inc. ��•oF •yr'• METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WAC. 332-130-090. Surveyors Planners & Engineers 0.* '. INDEXING DATA: S.E. 114, S.E. 114, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-•4880 (local) DRAWN BY: DATE: JOB NO.: o ooi+� T.E,C. Tue., Oct. 30, 2007 2U04-139S 1--(800)251-0189 (toll free) j ` r''� clsr '• 0 (253)852-49:55 (fax) �'AL LANv CHECKED BY: SCALE: SHEET: E—MAIL: cni@cramernw.com EXPIRES 07/22/2008 L.B.H. 1 inch = 20 FT. 2 OF Z PROJECT NAME. GURDEV SINGH SP 7/0 RYAN NEA11CREATED: Mon Aug 16 08:50:00 2004 PREY. PLOT: Tue Oct 30 11:58:16 200 PLOTTED: Tue., Oct. 30, 2007, 16:25:49 C:\TModel\Projects2004 2004-139S.pro SHORT PLAT NO.I T T 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 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 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 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 AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. GURDEV SINGH C STATE OF WASHINGTON, 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. DATED SIGNATURE OF NOTARY PUBLIC _. PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES STATE OF WASHINGTON, 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. DATED _ 604 SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ........... DAY 0F.......... 20....... AT ...... M IN BOOK .......... OF ............ AT PAGE......... AT THE REQUEST OF -OWEN..B.-HILLE,, PLS.. SURVEYOR'S NAME APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS DAY OF _ , 20 -MANAGER; fiAND USE SERVICES DIVISION �� ✓l�ro� � iR-P �,TU EXAMINED AND APPROVED THIS DAY OF _, 20 DEVELOPMENT ENGINEER DEVELOPER/OWNER INFORMATION: GURDEV SINGH 19100 104TH PL. S.E. RENTON, WA. 98055 425-271-6728 X /0/i/C es.S 6 -0 0-,i/-" T_— l -e /Ai (-)'c d _© r>J � j N0� � 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 Oct. 2007 ........................... MGR................SUPT... . OF RECORDS.... P.L.S. CERTIFICATE N0. _____40016 DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER 3 2 2 3 0 5— 9 0 3 8 RECORDING NO. 20 SCALE: N/A VOL./PAGE PORTION OF: S.E. 1/4, S.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. G URDE V SlArGH' S)YOR T PLA T LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SF; CTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DING COUNTY, WASHINGTON SuQde�t�' � Cramer ®r 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-MA!!L: cnl@craraornw.corn .&,40016 sro 'AL EXPIRES 07/22/2008 5.t. 1 s1ND ST. VICINITY MAP RE rr,-�.' F� � w F 0 NOV 15 2007 w K.C. D.D.E.S. CD a_ 0 INSTRUMENT USED: GEODIMErER 600 AND/OR TRIMBLE 5600DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WA.C. 332-130-090. INDEXING DATA: S.E. 1 A S.E. 114, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: T. E. C. CHECKED BY: O.B.H. Oct. 22, 2007, 13. DATE: Mon., Oct. 22, 2007 SCALE: N/A JOB NO.: 2004-139S SHEET: 1 OF 2 NAME. 6:45 2004-139. pro 520 510 500 490 480 N ROAD IMPR 0 VEMENT S/ S T1 SEE T TREE PLAN FOR G URDE V SINGH SHORT PLAT L4 NOTE: THERE SHALL BE NO DIRECT LOCATED IN THE S.E. 114, OF THE S.E. 114, VEHICULAR ACCESS TO OR FROM SE 192ND OF SECTION 32, TOWNSHIP 23 NOR7'1I, RANGE 5 EAST, W.M., STREET FROM THE LOTS WHICH ABUT IT HOUSE D) KING COUNTY, WASHINGTON `n o C° HOUSE "� o (SCALED) FIRE HYDRANT OR SIDEWALK NEXT TO VERTICAL CURB o y6�62 UTILITY POLE OE5 � < > OUS HOUSE HOUSE w �O.y9 P P FH G� 1 , 5 MIN. LOT 15 LOT 16 LOT 17 LOT A K.C.L.L.A. NO. 1285027 SIDEWALK TRANSITION DTL 2/6 W/ 5' ASPHALT PAD AT BOTTOM OF RAMP NEW ROCK WALL DTL 6/6 TAPER, 10:1 FRONTAGE IMPROVEMENTS DTL 3/6 STA=' ASPHALT EDGE R OAD I I" = 20' LOT 2 5,6591 SO. FL I NEW HOME, TYP I 5,s59OT 3 Fr. (APPROXIMATE LOCATION AND SIZE) I I I I LOT 2 K. C. S. P. NO. 482007 24,1601 SQ. FT. STA=0+87.19 - -� ROLLED CURB DTL 7/6 I L01 4 I 4, 720± SO. FT. - 6 f Vl: t.-YY. CTR. CHANNEL=489.72 VEMENT S% STREET TREE _PLA._N_ RIM=507.45 S IE=504.91 (12" ADS) E IE=504.96 (12" RCP) NE IE=505.37 (6" PVC) RIM=507.80, (SOLID LID) (ASSURE LOCKED STATU N IE=504.54 (12" ADS) W IE=504.37 (12" ADS) RIM=500.40 E IE=497.06 (12 e ADS) PROPERTY CORNER STA 11 +52.84, 42' LT 6 1/2' S'IDEWALK, DTL 1/6 CONTINo TO AND MATCH EXIST193 SIDEWALK EX. LIGHT POLE & FH ARE 'TO BE RELOCATED PER THE 1.j)5 KING COUNTY ROAD STANDARDS REC. NO. 9201220877 EX. CONC. A711 +56.34, 27.88' LT `- PROVIDE EXISTING CB WITH SOLID LOCKING LID STA i12+00 a 655.75' _----_-_ _EX. SEWER __________ o "A SSMH S89'04 13 "E 295.77' s SITE BENCHMARK "A" ASPHALT EDGE TOP CENTER BOLT ON F.H. RIM=512.54 EL.=510.23 U.S. FEET 8" PVC E.-W. STREET TREES (4 TOTAL) CTR CHANNEL=498.14 AMUR MAPLE (OR AS APPROVED BY ONSITE INSPECTOR) 3" CALIPER DTL 1 /5 ....... ..... .. STA 11 +56.34 ...... EL=507.38 . EXISTING GRADE ....... ....... . . . . . . . . . . . . . . . . . . . . . . . . . POSSIBLE ' FUTU E . . . . . . . . . ® NEW FLOW LINE. . . . . . . . EAST END OF . . . . . LOW LINE NEW -GRAD 0 NEW FLOW LINE � IMPROVEMENTS . . . . . . . . . . . . . . . . . . . . NORTH SIDE OF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SE 192ND 3T EXISTING FLOW . STA 9+93.67 - ` LINE ... ....... ....... ... . -. . . . ... . . . . . . . ....... . . . . . . . ....... . . . . . . ....... . . . . . . . ...... . . �� WEST'PL __ ___ ___- __. . ....... ....... .. .... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA 9+87.67 . . . . . . . . STA' 10+72.94 . . STA 11 +52.84 EL=5010 . EL=504:90�. EL=507:30 . . . . . . . . . . . . . . . . . . 7. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WEST END OF. . . . . . . . . . . . . . . . . . . . . . CL -OF ONSITE CESS. . . . EAST PL . . . . . . . . I . . . . . . S,IDEWALK . TRANSITION . . . . . . . . . . . . . . . . . . . . . . . . 9+00 10+00 11+00 FLOW LINE PROFILE 1"=20' H, I"=10' V 12+00 540 530 520 510 500 490 LUMINAIRE NOTE 1. NTS 2,200 SF MAX ALLOWED IMPERVIOUS SURFACE FOR EACH LOT 15' MIN. a 10' MIN. L Mi A►ITI►IP Cwrn1 50' MIN. NOTES: .EIS VERTICAL CURB LINE AT INTERSECTION 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 TRAFFI(:; SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK -CUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN 4ESIDENTIAL OR 8 FELT IN BUSINESS DISTRICTS. 3. ON BUS ROUTES, PLANS SMALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622. 4. SEE SEC. 5,03. .......................................................... EXISTI.NG .GRADE ............................................ - ............ OAD CENTERLINE . .................................................. PRO. D S. GRADE ...................................................... 0 ROADCENTERLINE ..................................................................... a . ............... ................. ..� ..... .. ................. .... ......... . p ......... ................. . o......................= N .....,, O .......... ................... � U ......................................,..... 0 ......Y U .... .... ................... ................... . ....... ......... ... ........ ........ ..+ o ..¢ ,11........... ............................ . C) W m N o Lri.........." o Le Co .- iri CD �?.. �n ..............40 0 16 0 .... ....... ...... .................................... .............. ,n..........N ,��.. ...'O ,C...M .. ..............r in ..... ...... .. ... .. ...... ........... ..... ............. O ................ N II..........o .�... ...© ... .��...� .. N.. II.. + 0 ..............Q_��LJI71 .�I ...... ............ ....... ....... ..... ............. ............ ...... W..........r.. ............. I .... ......... I ......... . ....... .. .... .................. g% 6.1 a .... TQ� ................................... o ............................. ... ... .. PVC.0.+42.00 0............................ ........ r- - - ......... I .......... I ...... .......................................................... C) ji �' ELEV = 505. STA 0+27.88 ... ................... NEW ROW (AFTER' DEDIC .................. TION) .......... . ....... ... �........................ N 0 . FLOW. LINE. ELEV. = . 504.9.0........ TOP® D/W. CL, ELEV. = 04.98 o ..OF ,CURB, (NEXT .5' UPST ON SHOWN FLA) ..5..0...4....9.................................................... 30.00, .C......... .ii........ . .... .......... .............. K=5.3 Ir 0+00 ACCESS ROAD (P.A.T. 1 " = 20' H) l " =' 0' V 1+00 KING COUNTY D.D.E.S. Review Engineer Completion Date senior Engineer Completion Date AS�MES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Approval Date w Z w 2"t Q, r°04�28� jV, z�w�� I oa90 mz ak-'za zo w 2�22(�Q�WU�� �JL4 C�a z6P o�z2�°o�z j Ix 4. n x� 0Re 0 - 3y� � i tP tia �b7' Ld z z a. MBA to N x ((o 0 r. (o ('0 to P tj 0000 ri QO .. 00 > � t(i � Wa 00 CA o, o w -. O O o ? LO Y � .w tom' O ® O � W N Y V) 0 a co�00AN Z W Y� U 0 w U to Ln 00 co � O 0 �7 0) LO 00 M a� N N .r ca Zd �z ap 0--) VERTICAL CURB & SIDEWALK cV0AAICIl1KI IrllAIT 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. f TL 116, CURB & SIDEWALK JOINTS S AT TS 4" CEMENT CONCRETE SIDEWALK AND RAMP - 6' MIN. SECTION A -A MATCH EXISTING OR 'ROPOSED SURFACE ASPHALT CONCRETE NOTES: 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 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. Q RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3-007.) NTS 6, SIDEWALK TRANSITION 2.0' MIN FOR TRUNCATED DOME SECTION PVMT. TEXTURE Q DETAILS FOR G URDE V SINGH -'HOR T PLAT L 0 CA TED IN THE S.E. 914, OF THE S.E. 114, OF SECTION 32, T 0 WNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNTY, WA SHING T ON 30' ROW . 12' DEDICATION 27,88' 7' 7,12' z z NOTE: SLOPES OF 2 TO 1 ARE REMOVE SHOULDER & � ALLOWED WHEN IT IS REPLACE SHOULDER NEW NECESSARY TO AVOID GRADING PAVEMENT SECTION ON NEIGHBORING PROPERTY. V SAWCUT a- EXPAVEMENT _ @FOG LINE �,� PROVIDE 1" MIN, PAVEMENT OVERLAY 2% OVER ENTIRE ROAD WIDTH FOR THE WIDTH VARIES 2% - LENGTH OF THE FRONTAGE IMPROVEMENTS - O°• •O pQ 1' MIN. SIDEWALK, DTL 116 1" PAVEMENT OVERLAY CONC. VERTICAL CURB & GUI I'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 D TL 3/62 FR ONTA GE IMPR ®V �,,,kfENTS NTS 30, -0" 4'-0" 22'-0" 4'-O" Z w w d w I-- oLo `9 CURB, DTL 5/6 w w 3 -_ 0.02 FT./FT. --�>Il(�f 2" COMPACTED DEPTH CLASS B - ASPHALT CONCRETE 1 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2" MIN, COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 ' TL 4/6, P.A. T. _ SECTP NTS EXPANSION JOINT 6" y , 5 1 0.02 FT./FT. 0.05 Ff./FT. 2 A ° • . ," CEMENT CONCRETE • "' '•'�: ' - SIDEWALK :, V-6" * NOTE: TOP OF LIP AT DRIVEWAYS. CEMENT CONCRETE CURB & GUTTER 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 GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. DTL 5/6, CURB DETAIL NTS It EXCAVATION ONLY NOTES: 1. SEE SEC. 5.01. 2. WSDOT/APWA 9-03.12[4] 3. IF ROCKERY OR RETAINING WALL IS BEHIND ROLLED CURB OR ON A RURAL SECTION, FACE OF ROCKETRY OR RETAINING WALL MUST BE A MIN. OF 10' FROM TRAVELED WAY. 4. CHAIN LINK FENCE, TYPE NO. 4 OR 6 (WSDOT/APWA STANDARD), REQUIRED WHEN ROCKERY HEIGHT IS THREE FEET OR GREATER. ON CURB EXPANSION JOINT 10" 2" 3 1 /2" 0.02 FT./FT. a 0.02 FT./FT, 2 4 v O CEMENT CONCRETE 0 SIDEWALK { a: 1 12' 2'-O„ CEMENT CONCRETE ROLLED CURB DTL 7/6, ROLLED CU NTS OPTIONAL FOR INTEGRAL POUR KING COUNTY D.D.E.S. evlew nglneer Completion Date Senior Engineer Completion Date AMES H. SANDERS, P. . DEVELOPMENT ENGINEER Approval Date Comments: C4 ~.! co 6, % Caj AWE°v ~ E., �co Od Q E:i (0 I 0 Lj 0 v � r-, U-)�LoW N �N\ L/Oy� 11-1 w ►M co to u o O w 3 Y E 00 O W . r U to Ls1 N * Y © U Vi 0 Li w ► u U O lv Q z U V) U-) o U O 0 CIO 00 00 M C L0 v m �0 zz �o