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Home My WebLink AboutLarge Format. IV IIfawn 4 r L SCAU -I- coo • 10 t a KP_ 47 OL a VV 13— 23-.:_ 5 W A WAL r. !A0 LITT? t Junior High 4 OP 4 AlIA t High School drdi Bus Stop LOT I "qtJ_' 95F High School I - CL Bus Stop U e - $,P ., 11 1 W No ShoulderIs P� 4;.aa.® - Junior High 77 Bus Sto p .00 wri. 00 C ,41•All I 'e I -T A# tD � f 7. A. NO IT• 0 P! a am Ct W'l � 10.1 'OL, ME Iwo Ittar I P_, I 1z 10 t&r I C-5 ZZ) It Briarwood Efeulentary -ILA Z., 4 to eo U 4D cJ 1�-- C-) P co do IT Midor or _J _-g PCOP urn% 4 3 Or to Cons 4 N ted.-,. Aoo 4 L 4-1 4.1 0 ?1 Proposed Bus Stop .1 01 to d, lir- Gravel Road w/ Join_ JAP 14 Grass Shoulder "lIft Ate Not Constructed ..0- AA toeo AA— Elementary134TH or 06 Nrop •from 6octemm LaT tuft Bus Stop 4f ILI *4 ...... 01 '4 to pop m LOT 11 to? I ------ C-9 Liberty High School A. "aam to a�7 NI It too to At to ------- BE_ - WV M+ # 0 1 nly U r'd AT A, T A To or 161 _ of If- my -71 1A '�' I g------ 40 ou --- 8- - • -- --- J-7. to '4 1 40 41 fo L to OF AT V dF S? 46 1 10 1 Elementary 41 to to W HXTIFL Alf to to i 6. Na ot to 10 Bus Stop 4 _..0 0-& - A 41 At � I - • - ; (�y 9�* 0 T 4- 4 or Dom 4 4 AA4-__ Lot It 41_ So At - ----- ftA6_ Ato To— ___RL It bw 4f Too • Aut so• ou o,0' of —_ —_ ' L Ant f 7 -olT 1 01 L LIBERTY GROVE & LIBERTY GROVE CONTIGUOUS to 44 -P to 211� r School Walking Route Analysis IT tr Maywood A field reconnaissance was conducted on July 21 2003 to determine the existing condition of likely school walking Middle School routes. The location of existing school bits stops and preferred safe walking route standards was provided by the Issaquah School District. The analysis indicates that no safe walking route .A, exists from the proposed preliminary It• ___ -.0 - '. F_ 40 plats of LG or LGC to any of the adjacent school facilities. Upgrading the existing bits stop at the intersection of 1h oth .10 SE 136 Street and 16 Ave. SE is the only practical method of providing safe access for children to and from 01 school. A Key 8' Asphalt Shoulder ol Mot- 00 .1 .0 so • A A, 5' Asphalt Shoulder .00 A-0 I 1 .40 A. Existing Bits Stop TXXT A I" �i Proposed Bits Stop - �7r)xmn NMI 4-; un FX or Ott at" I I 'F LOT * - i�-��A � ~ � a --n' 'm GDA|/|(((` S(.k|.y 40 r < |N rEKT ) \ inch - 40 R. ��ND | ��ou:v >) EX. FmF H x [X. ww|[R m [X. wM|[n " Fx Pxxixx » Fx //n|U� EX. Uxlo KU En. c/K]| cz [x. Mx'| B( �r [X. QWN -»--«-'»-- EX. C||NNi --"-'°--- EX WOOD [ -)(--X-- [X UxRD V )-<�--/ LX 3�n [T ` Bx0K[M BRASS !xNFoC[ DISC ON C0NC '11. SURFACE, FLUSH. C(|r OF R[w)0N U[HCH No 210I L0CAl[) AT T||[ C0mSlRUCTED |N|ER3ECT|0m OF 5E 128|x 51. AND 156U' x»T. SE. DATUM: {yi/ OF xcw|nw nxv; NOo ELEVATION: 54T94 " DALEY-KIORROW-POBLETE, INC. 72C- AUBURN WAY ld(I)RIll ENGINEERING SURVEYING LAND PLANNING 4B> ` L'..E.~� "�E DEVELOPMENT �. ...�.". P.U. B0X |46. RLN|0N. VVA.. 98057 PHUNL No. /425)228-9750 TOPOGRAPHIC LIBERTY PLAT �-/��_/ v | o SUFIVEY Bx0K[M BRASS !xNFoC[ DISC ON C0NC '11. SURFACE, FLUSH. C(|r OF R[w)0N U[HCH No 210I L0CAl[) AT T||[ C0mSlRUCTED |N|ER3ECT|0m OF 5E 128|x 51. AND 156U' x»T. SE. DATUM: {yi/ OF xcw|nw nxv; NOo ELEVATION: 54T94 " DALEY-KIORROW-POBLETE, INC. 72C- AUBURN WAY ld(I)RIll ENGINEERING SURVEYING LAND PLANNING 4B> ` L'..E.~� "�E DEVELOPMENT �. ...�.". P.U. B0X |46. RLN|0N. VVA.. 98057 PHUNL No. /425)228-9750 TOPOGRAPHIC LIBERTY PLAT �-/��_/ v | o SUFIVEY 0-ATE 00 56- 51" LEFT TO ERIDIAN SHOWN ON PLAT OF --RRYH.URST , VOL.66, PG. 74 I lb,41 H AVE .,t).L. \-ORAINFIELE) EASEWrNT o FOR LOT 7 .4 oil, R N52*52 ? ER R = 5 " 9_ 3 L - 1 4 6= 4 `2455 r i4c'05' O 5 N 0- 2 3'3A6•E 30' 139.99' �.4 0: 4 <pj N 0 2.3'36" E 139.99 _0o DRAIN ME EASEMENT 1968_04' C c'j 165 47 ro VACATED R/W 'tv 1_6_12) P 4 4 4 47'47'W 4 - 46'38" R =45' r'o. 43.� Lz ZU4 t4 ?IL 8.49' 5 26 44 4 4 4 N 00 2 2'44'E I 45*56 25 36 0, R=25 L L 9.38 6 .2 '55" 1 6= 44*24 5 N 0'4C,)4" E 0! jL cm 40'18" E UJ 0 10 to i 21 .Z N0'4-0'22"F I'll I I N 0" 2 3' 36 E I 138. 61 r 39 99 1 1. 3: �lr m. i7 i f 4 =17 DRAINAGE !c EASEMENT d li 0 ORAINAGE OD 10 EASEMENT N 23* 36 E N 00 40'26" E T 13999' -14 CD O R=25' R= 25 L = 38.60 L= 39S4. 9_S (11* 32 311 L 115-66 4f-.34' 113.21' _41 — 163 94' N0023'3E"E*-:j 1 0 N 0 0 2S 362'E rn 528.94 162 ND. AVE. S.E. 3 94 Liberty Grove LEGEND Contiguous EXIS' CIONC MON N/CLSE DONESHVAR 6j ASSOC. INC. ip CONC MCIN Ni CASE TO BE SET o SET i/2" RM41R Wi CAP 851Z CONC, MON, CASED 2 OF 2 i 'j i r A REPLAT OF LOT 2 , BLOCK 4, CEDAR PARK FIVE ACRE TRACTS, VOL.I5,PAGE 91 SECTION 14, TWP 23 N , R 5 E. t W.M. KING COUNTY , WASHINGTON 'SCRIPTION s plat of Liberty Lane is a replat ui' Lot 2. Block 4, in Lhc friar of )AR PARK FIVE ACRE TRACTS as recorded in volume 15 of Plats, page 91 :ord.,, of King County, Washingtyro . :ETHER WITH TFAT PORTION Cc V4CATED IE='': AV=. S. APXININC ON rra` ''A:iT, WH WOULD ATTACH BY OPLRAT1,3ti OF LAW 4PTROLL.ERS CERTIFICATE reb� certify that 8,11 property taxes are paid_ that there are no nquent special assessments certified to this office for collection thit.131 special assessments Certified to this office for collection a,� %: tbf rr:;perty herPi.n eon*ained, dedicated as streets, alleys ;or other ptib..!p use, are paid in fu' CE OF w1[PTROI.l n i Ccxu4-y tinptroller Deputy King County Corrptroller ROVALS RECORDING CERTIFICATE 7911ZO050 2 N Filed for record at the request of the Bing County Council t.bi5-X40- T...- -day of ..... /i�Av..... . 19 9. - . at .16..minutes past •9 -R k- , and recorded in volume. ..11.3 .. of Flats. pages.....267Z1... • . re<:c;rds ;;f' King County. Washington. DEPARTMENT OF R1.CORIK9 AND ELECTIONS ..... Ckz?1 7, G.. EL34M ............ .J.A,biE.S.S.. WXE_SS ........ Manager Superii:tendeni of Records a'�� EASEMENT PROVISIONS An t>a5emenc is hereby reserved for and granted to PUGET SOUND POWER & LIGHT COMPANY, PACIFIC -NORTHWEST SELL, and KING COUNTY WATER DISTRICT ,NO. 90, and Their respective successors and assigns, under and upon the exterior 7 fee?:, paral lei with and adjoining the street frontage of all lots in which flo install, lay, construct, renew, operate and maintain underground conduits. cables, pipes= and wires with necessary facilities and other equipment for the purpose of serving this 5ubd1v1s1r,)n and other prope.rty with electric, telephone and water service, t.c>gether with the right to enter upon the lots at ail times for the curposes stated. Also, all lots sha21 he subject to an easement 2.5 feet in width, uarallel with and ad acent Lo all interior lot lines, 5 feet in width. parallel with and ad,;acent to all rear .ot lines, and 10 fee,, in wdt.h, parallel with and ad,;acent to al froth o? lines for purposes r;f ut i lities and drainage - Beginning at the Southeast corner of lot 6, thence- N 64c'12-3U-W 88.78 fr... thence S 88'03'46"E, 80.21 ft., Lhenr.r S 0021'-150-W, 35.96 feet to true point of beginning. DEPARTMENT OF PLANNING AND COMMUNITY DEVFDOPMENT Examined and approve,.: `.... day of .� °.`.�.'. . ; .° ... 1s7. ... LAND SURVEYOR'S CERTIFICATE I hereby certify that this plat. of LINERT`( LAW Manager, Division of Building and Land Development. is based u on an actual survey and subdivision of a portion. of Section 14., Township 3M. Range . Aft .... W.M. that the courses and distances are ICING- GOUL'ciT G'VOI-l. - -- ---_ -- r— - -- -- s'xo•:�r.—e�,iroc?.1 v thereon: that the menurse'� ycill- -be -set--acid—the .-o-L—craers. Examine - �: 9 Staked correCICIv on the ground; —and that i` have fully complied with the p_o4 his #19' d�itt: .. zrc;vi5i<,ns of the platting requiations. Chaiz an, Kin County Council A;:tkst. Clerk, K:ng County C_•ur•ci': DEPARTMENT OF PUBLIC WORKS M ExamJ904 and a prCov c this . 8'y', day ��i !Df'...... , , 197� .... , ..... 5+... DEPARTMFN i' OF ASSESSMENTS Examined and approved this.. day of i'.I0YJ4 r1� 1.97. King County Assessor Deputy. King County Assessor RESTRICTIONS No lot, or portion of a lot, in this plat shall be divided and sold, or resold, or ownership changed; or transferred. whereby the ownership of any portion of this plat shall be less than the area required for the use district in which located, or 12.000 square feet, whichever is greater. No fence or walls shall be constructed closer than 30 feet from the front property line along S.E. 137th Place ALL LOTS WILL REQUIRE WINTER PERCOLATION TESTS DEDICATION KNOW ALL MEN BY THESE PRESENT'S that we. the undersigned. owners in fee simple of the land hereby platted. hereby declare this plat and dedicate to the use of the public forever all streets and avenues shown thereon and the use thereof for public purposes not inconsistent with the use thereof for public: highway purposes, &Isz) the right to make all necessary slopes for cuts and fills upon the lots and blocks shown on this plat in the original reasonable grading of the streets and avenues shown there- on - IN WITNESS T)TEREOF we hav- set our hands and Seals. PUGET SOUND —ENVIRONMENTAL GROUP, INC. °..�-� Rasool Doneshvar, President F.Ilene Doneshvar, Secretary DONESHVAR & ASSOC• INC. Of Professional 4and Surveyor Certific:a.t.e Nu,IZ-fZ ACKNOWLEDGMENT STATE OF WASHINGTON) s5. COUNTY OF' KING ) This is to certify that on this ./ ....day o` .�w ..... 197�',.., before me, the undersigned, a Notary Public, personally appeared Rasool Doneshvar, and F. Ilene Doneshvar. President and Secretary, respectively. of Puget Sound Environmental Group. Inc., a Washington corporation, to me known to be the individuals who executed the within dedication and acknowledged to me that they signed and sealed the same as their volun- tary act and deed for the uses and purposes therein mentioned. and can oath stated that they Were authorized to execute said instrument and that the seal affixed is the corporate seal (if said corporation. WITNESS my hand and official seal the day and year first ab;!ve written. Notary Public: in and f;,r the Starr. of [fash l nl; t.cin _-}-� �, Residing; at - C..` .. ........... LUA- °S - (zl r - - L •II � 1 i 1 + 1 I I' -4110-4 dill, M LIBERTY GROVE & LIBERTY GROVE CONTIGUOUS School Walking Route Analysis A field reconnaissance was conducted on July 2, 2003 to determine the existing condition of likely school walking routes. The location of existing school bus stops and preferred safe walking route standards was provided by the lssaquali School District. The analysis indicates that no safe walking route exists from the proposed preliminary plats of LG or LGC to any of the adjacent school facilities. Upgrading the existing bus stop at the intersection of SE 136`h Street and 160`h Ave. SE is the only practical method of providing safe access for children to and from school. Key S' Asphalt Shoulder 5' Asplialt Shoulder (Existing Bus Stop Proposed Bus Stop EM LEGAL. DESCRIPTION: TRACTS 1 AND 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET OF SAID TRACT 1; AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET OF SAID TRACT 1 AS PER KING COUNTY ENGINEER SUBDIVISION NO. 6846, RECORDED UNDER RECORDING NO. 9410250673; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. MOM 142305 9009 — David A Nyblom, 13606 158TH AVE SE RENTON WA 98059 142305 9019 — Marilynn E Carlson, 13616 156TH AVE SE RENT ON WA 98059 142305 9022 — Robert Moir, 13606 156TH AVE SE RENTON WA 98059 142305 9042 — Don & Diane Kezele, 15657 SE 137TH PL RE11TON WA 98059 142305 9043 — Don D Milbrath, 15624 SE 137TH PL RENTON `"JA 98059 142305 9058 — Mark E & Barbara A Nichols, 13815 160TH AVE SE RENTON WA 98059 142305 9101 — John R & Georgia C Poague, 15111 SE 43RD ST BELLEVUE WA 98006 142305 9104 — Larry E Bryant, 15671 SE 139TH PL RENTON YvA 98059 142305 9112 — Don D Milbrath, 15624 SE 137TH PL RENTON WA 98059 145750 0070 — Morris 0 & Holly A Johnson Jr., 2635 REDWOOD ST ANCHORAGE AK 99508 145750 0095 — Steven P &Joann E Lee, 13802 160TH AVE SE RENTON WA 98059 145750 0096 — Edward & Sharon Bowden, 3939 SE 10TH PL RENTON WA 98058 145750 0097 — Jesse & Erin Thatcher, 13817 162ND AVE SE RENTON WA 98059 145750 0100 — Danny M McNair, PO BOX 18914 SEATTLE WA 98118 145750 0101 — Robert C & Carol Lynn Wilmot, 13900 160TH AVE SE RENTON WA 98059 145750 0126 — James J & Deborah McKendry, 16207 SE 136TH ST RENTON WA 98059 145750 0127 — Cristian A & Elisabeth H Bosancu, 13609 164TH AVE SE RENTON WA 98059 145750 0128 — Terry Gene & Dawn Marie Drake, 16223 SE 136TH ST RENTON WA 98059 145750 0135 — Ann M Nguyen, PO BOX 5111 KENT WA 98064 145750 0140 - Keith L & Ann E Miya, 223 BREMERTON AVE SE RENTON WA 98059 200600 0010 -- Steven C & Peri A Muhich, 13420 160TH AVE SE RENTON WA 98059 200600 0020 — Richard A & Michael E Knapp, 13412 160TH AVE SE RENTON WA 98059 200600 0030 — Randy L & Bonnie Horner, 13404 160TH AVE SE RENTON WA 98059 200600 0040 — Don M Baurichter, 14025 176TH AVE SE RENTON WA 98059 200600 0050 — Michael L & Necia C Wainwright, 16025 SE 134TH ST RENTON WA 98059 200600 0060 — John E & Elizabeth A Croonquist Sr., PO BOX. 2352 RENTON WA 98056 200600 0130 — Gordon R & Sultana Robertson, 16032 SE 135TH ST RENTON WA 98059 200600 0140 — Robert A & Lori Davies, 14708 30TH AVE NE SEATTLE WA 98155 200600 0150 — Leonard J Johnston, 16016 SE 135TH ST RENTON WA 98059 200600 0160 — Johnb B & Rosa M Norris, 10516 172ND CT SE RENTON WA 98059 200600 0170 — Peggy Ann Streit, 13512 160TH AVE SE RENTON WA 98059 200600 0180 — Raymond A & Erin D Platz, 14627 160TH AVE: SE RENTON WA 98059 200600 0190 — Ronald E Coffin, 16015 SE 135TH ST RENTON WA 98059 200600 0200 — Jolene Maggard, 16023 SE 135TH ST RENTON WA 98059 200600 0210 — Leroy Noss, 15713 SE 128TH ST RENTON WA 98059 200600 0280 — Leroy Noss, 15713 SE 128TH ST RENTON WA 98059 200600 0290 — Linda R Sult, 16022 SE 136TH ST RENTON WA 98059 200600 0300 — Regan Simonson, 16016 SE 136TH ST RENTON WA 98059 366450 0100 — Mary E Hamilton, 15821 SE 132ND PL RENTON WA 98059 366450 0120 — Florence Nott, 15915 SE 134TH PL RENTON WA 98059 366450 0126 — Glenda E Johnson, 13425 160TH AVE SE RENTON WA 98059 366450 0127 — Dale H Nott, 13422 158TH AVE SE RENTON WA 98059 366450 0131 — Alvin R & Wendy S Wood, 13403 160TH AVE SE RENTON WA 98059 366450 0132 — Patrick D & Kelly L Behr, 15914 SE 134TH PL RENTON WA 98059 366450 0133 — William Johnson, 15902 SE 134TH PL RENTON WA 98059 366450 0135 — Edward W & Nancy J Hilton, 13414 158TH AVE SE RENTON WA 98059 366450 0136 — James Duke, PO BOX 2262 RENTON WA 98056 366450 0260 — Lucille M Perry, 13426 156TH AVE SE RENTON WA 98059 366450 0270 — Alan G Osgoodby, 13527 158TH AVE SE RENTON WA 98059 366450 0278 — Francis J & Robin J Beckman Jr., 13511 158TH AVE SE RENTON WA 98059 366450 0279 — Bruce S Osgoodby Jr., 13523 158TH AVE SE RENTON WA 98059 430650 0010 — Bradley J Herrin, 16202 SE 137TH PL RENTON WA 98059 430650 0020 — John Lawrence, 16210 SE 137TH PL RENTON WA 98059 430650 0030 — Eric L & Melissa R Knutson, 16218 SE 137TH PL RENTON WA 98059 430650 0040 — Patty A & Dave L Peterson, 16226 SE 137TH PL RENTON WA 98059 430650 0050 — Michael E & Jennifer K Keene, 16234 SE 137TH PL RENTON WA 98059 430650 0060 — Kelli Conley, 16240 SE 137TH PL RENTON WA 98059 430650 0080 — James Collier, 16235 SE 137TH PL RENTON WA 98059 430650 0090 — Marianne L Wassell, 16227 SE 137TH PL RENTON WA 98059 430650 0100 — Michael S & Debra Collier Kerstetter, 16219 SE 137TH PL RENTON WA 98059 430650 0110 — Michele Haas, 16211 SE 137TH PL RENTON WA 98059 430650 0120 — Raymond E & Maryhelen Grover, 16203 SE 137TH PL RENTON WA 98059 I NOTES: TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF AN ACTUAL FIELD SURVEY PERFORMED BY DMP, INC. IN,.00TOBER OF 2001. PAUL E. MORROW ' P.L.S. No. 22962 2. PERIMETER BOUNDARY DISTANCES SHOWN HEREON ARE APPROXIMATE. 3. ADJOINING STRUCTURES LOCATION AND SIZE APPROXIMATE. 4. ALL PROPERTIES WITHIN 500 FEET OF THE SITE BOUNDARY ARE ZONED R-4 5. STRUCTURES LOCATED ON SITE MARKED "TO BE REMOVED" SHALL BE REMOVED/DEMOLISHED. 6. ALL INFORMATION REGARDING RECORD EASEMENTS AND OTHER DOCUMENTS THAT MAY AFFECT THE QUALITY OF TITLE OF THE SUBDIVISION SHOWN HEREON WAS OBTAINED FROM COMMONWEALTH LAND TITLE COMPANY OF PUGET SOUND, LLC. SUBDIVISION GUARANTEE ORDER No. 900-10090460, DATED DECEMBER 17, 2002 AND SUPPLEMENTAL REPORT No. 1 DATED FEBRUAURY 6, 2003. 7. SUBJECT TO WATERLINE CONSTRUCTION COSTS AGREEMENT RECORDED UNDER RECORDING No. 8003200605. 8. SUBJECT TO THE RIGHT TO MAKE NECCESSARY SLOPES FOR CUTS OR FILLS RECORDED UNDER RECORDING No. 7908160751. 9. SUBJECT TO THE TERMS, CONDITIONS, COVANENTS AND EASEMENTS, IF ANY, CONTAINED IN KING COUNTY ENGINEERING SUBDIVISION RECORDED UNDER RECORDING No. 9410250673. 10. SUBJECT TO CERTIFICATE OF FUTURE CONNECTION RECORDED UNDER RECORDING No. 9508301698. 10 11Ul 1 �Q SE 128TH STREET Cn w > twig > a N 1 a 1 z SE 136TH ST W 15 SITE N ° LIBERTY N � H.S. Q 6T ST tO MAPLE HPAEIG PA HOOD K 7S j n r- SE 14 __ r 1 SE 144TH ST RENTON �s FISH AND 5E GAME CLUB h� 149TH S� REC AREA 4 R :RIVER RNAL. K �4 D CEDAR\J 22 ONES R VAL.LE ROAD SITE INFORMATION: ENGINEER/SURVEYOR - PARCEL No.'s ACREAGE 1. r 1- VICINITY MAP Scale: 1" = 1/2 MILE LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146 RENTON, WA 98057 (425) 228-9750 FAX (425) 228-7232 PLATT FAMILY REVOCABLE LIVING TRUST, DAVID S & GEORGIA PLATT, TUSTEES 510 E PANORAMIC DRIVE CAMANO ISLAND, WA 98282 (360) 387-1978 VIRGIL E. & WILLIAM J. BOWEN REVOCABLE LIVING TRUST WILLIAM J. BOWEN TRUSTEE 13644 160th AVE SE RENTON, WA 98055 (425) 255-5807 DALEY— MORROW— POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 (253) 333---2200 FAX(253) 333-2206 145750-0085, —009() 7.89 ACRES 22,931 SFf 36 PROPOSED USE SINGLE FAMILY RESIDENTIAL/DETACHED ; MOO oiI I SANITARY SEWER SCHOOL DISTRICT TELEPHONE POWER i FIRE DISTRICT DALEY-MORROW-POBLETE, INC. 721. AUBURN WAY N. AU 3URN, WA. 98002 PHONE: (253)333-2200 FAX: (253)333-2206 4.56 LOTS PER GROSS ACRE CITY OF RENTON KING COUNTY WATER DISTRICT NO. 90 ISSAQUAH SCHOOL DISTRICT No. 411 R4 P QWEST COMMUNICATIONS s&D PUGET SOUND ENERGY JQ U vS, '•-� -�,,,i � ys KING COUNTY FIRE DISTRICT No. 119 n PUGET SOUND ENERGY Exhibit No. COMCAST Item No. ReCk"X6r3 R of —/a ►, , Kin"C'O lnty ;fearing ,xami PRELIMINARY PLAT OF LIBERTY GRCONTIGUOUS A PORTION OF NE 1/4, SE 1/47 SEC. 147 T-23N, R-5E, W.M. 0250 � ,` of o0 KING COUNTY, WASHINGTON I 024� 0025 O070 i I � oozs S.E. 134th ST. ( �Q �/� EX�� — -- ,v� 0132 I — ® 0131 i 3 i LOT 2 1 0133 0030 0039 1 0260 49 1 0135 1 0040 0050 0060 0070 0080 0090 0036 LOT 1 j 1 3 0034 1 1 1 0030 I----------� SFR 1 2 5 1 1 1 I 1 10020 1 0050 I SFR j 0120 S-� (--� r- i I L__J W �� 0040 0035 I "�7L 4 1 CO2 I 1 I SFR I I SFR I I 1 _ r ��__ i L__j 1 i �� 15 14 13 12 11 1 U N® a I Z o 20 - I _L__J �_-' 1 0150 0140 0130 0120 O g�% 1 �U!.11 ❑ L---1 L_J 0126 1 0010 0110 0100 C0037) 4 0038 T I 0010 4' 0285 W 11 10 9 4 3 _ 1 ^ ��` 00,33 1 12 Q��L 6 _ S.E.135th ST. 1 SFR I +: W G� `��6 (E�) - I 13 �P 8 � 5 i 3 I 2 10180 SFR o2so �QIVV ��Q ¢ 4 5 6 1 i 14 ,(� 7 6 1 1 W r-� 0190 0200 0210 0220 0230 0240 i . fA I 2 ti S.E. 135 TH PL. — 0170 , I 0279 I i i 15 (PROPOSED) LSFR`_�_� 2 0040 1 02$1 i SFR I 0270 ��• 14 0290 17 18 19 20 21 22 24 SFR > 15 �— 13 I SFR 1 ( < \ 0 I II SFR I SFR \ i 1 16 23 �� , 0300 1 SFR i 0280 L____J 0141 I v 1 S-E.136th Si 1: (EJIJ;) 0160 L_-__ J 270 11 O� > �� _ 0260 0250 I S.E. lwth ST. _ (EXOM NOT OPEN '� 1 2 3 — — — _ _ — �S.E. 136th ST. — (EXI.S i1NC3 x 8 ¢ Ca 49 50 - 53 323' — — I 1 4 7 10 38 1 r __� t _� r-' 22 U 48 0086 I SFR 0087 1 SFR I SFR I TRACT 'C' i I TR. N 5 51 __J L1-� OPEN SPACE 1 6 11 47 52 1 SFR I . '\ I 2 -i 0088) 10 1 I I 37 , I L-------- J 46 1�vl ;?e ° & .C�. i ; I I GRAPHIC SCALE 43 39 ��s; i 2 w j� " 100 0 50 100 200 400 i 112 i 45 3 OQ.I� 8 i t iA 0127 y i, 4 5 6 7 Ci% 01 z5 u 1 42 41 40 w 35 _ ..I 12 _ 0126 i' Q ( IN FEET ) 19 44 � 36 � I 1 inch = 100 ft. PL 34 O S.E_137TH ST. �) _ � 1 I 1 a 34 � 13 bo 35 clv _ 4 I — W 33 `� 32 — � 14 Ito 1 12 20 20 20 20 29 27 I T-`� 12 C43 42 27 I 32 i 3fi 34 28 c 1 5 13 15 19 0010 0050 31 I i -- -� 2 3 6 27 27 27 29 31 26 1 SFR 1 0020 0030 0 40 t?060 I I 14 28 1 25 16 55 TR. G 30 15 27 TR. H � _ �'T i 54 27 27 TRACT IG7 STOW POND TRACT 'F TRACT 'E'V Tf 11— ; !. � SEX1Sl ING) 74 16 27 TR. L TRACTRACT i ---i _ � ck4 1727I SFR/27 2727 21 20 19 l 12 110 10 9 18 27 22 0120 0100 0090 8 7 0080 0070 I I TR. I W3, I I I i 19 TR. M �L r------� 20 21 22 23 24 25 26 I _ SFR i �, SFR C-i 1 27 I L_-_-_1 r_----- 0095 1 I 1 I I I �- I I _ I E-1 i I 0135 �' 1 I I I 1 I 58 i 0096 0097 1 I I 3 I 3 I 0101 1 i 0140 1. 12 AUG 03 REVISED PER KC SCREENING OF JUNE 3. 200; GD I 1 oni Ain Hero «,,., GRAPHIC SCALE 60 0 30 60 120 240 ( IN FEET ) 1 inch = E0 ft. DATUM: CITY OF RENTON - NAVD 1988 f �l CITY OF RENTON POINT No. 2103 BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH, LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 CITY OF RENTON POINT No. 2105 1 1 /2" BRASS DISK WITH PUNCH MARK SET IN CONCRETE MONUMENT IN CASE AT THE CONSTRUCTED INTERSECTION OF SE 136th ST. AND 156th AVE. S.E. E TON 468.84-MEASURE ELEVATION: 468.86 R N D CONTOUR INTERVAL: 2 FEET 1 HEMLOCK ALDER DOUGLAS FIR/PINE MAPLE COTTONWOOD ca EXISTING WATER VALVE ® EXISTING WATER METER b EXISTING FIRE HYDRANT EXISTING UTILITY POLE ME6 MAIL BOX d EXISTING SIGN —� END OF CULVERT ® EXISTING CATCH BASIN ° EXISTING BOLLARD �- UTILITY POLE ANCHOR #-4 STREET LIGHT --- o --- CHAIN LINK FENCE — -- ° WOOD FENCE - ---x- BARB WIRE FENCE --------- BUILDING LINE (LOCATION APPROXIMATE) EXISTING PAVEMENT SFR SINGLE FAMILY RESIDENTIAL PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS A PORTION OF NE 1/47 SE 1/47 SEC.14, T-23N7 R-5E7 W.M. KING COUNTY, WASHINGTON I Y _ < J — I SFR ( \ \\ SFR i— I I I I SFR I \SFR L-----1 L-----� \ \ SFR I v\ >. v'.� �a�S.E.36th ST. EXi <:::........... Y.:.• ._ ......................... ........::::..:..::.:...:...:....:::...............................:..............:......................... _ ( STING) ::::.•::, P.:•:.aAi.::..: :.•:::::: s::;•;::•............:......:......::::;:•>:;:•;;::;•:::;:•:;:::::>::::::;::::.--•:•:•::::................................. N AIL IN :::::::.: •::::: ::::::::::::. _ CONCH IN CASE J ........ •..... AND PIN IN G1 .... - L �_ ,.:::::::::•::::•:•:::::•:•:::•:•::.:::.::::::::::::::::::::.`:::::.-::::::::.:::::.::::::::•:::................r ........................ jASPHALT DR�{�/� /............:..............................::`::.......::::::::.:::::•::::::::::::::•:::. •:::::• ASPHALT DRIVE _................ ..:::.:-:::.:::::::. •-:::: _ 482 ll \ o - - -- -- - - — � ASPHALT DR(V / �`� o - _ ,�� r _LID P R VAULT 323 _ _ �59 \ ........ I I `I SFR I I SFR I\CT lc�* x"A ts _' I SFR _,- -' �� _ ` R CREATIONAL. ` \ I - DRAINAGE EKSE &WT , ,1t i -O E SP Rec. No. 98 2241785r 2J ' ?;''''`. ' 200' �� DR LD EAS#110� T .1No 20' 20' 0 SFR 6 W I Al 95 416 &ED ICY\p - - . o\ Re s 950(P73, t co 10 ` - ,4g ifl 60 5 a \ 950 778 & 802i24 +� 2- HOU 30 t �IO'6E ABAt�IE �- - - - - - _ 183 1 \ \ \ __ i \ _ -©.:. 25 145 3 55 3 �" \ `� �c "� 7 10 I #>` ':s.?' p 1f N /� e oin Fou oano� `� �\ `\, \t� ` I uRfvt E. EMQVED '16 >'" 1 6 2A L =32' ��' 4 \ p \ �` 6 \ \ .:`. `I \ C o"� "' �3�,, \ \ r Tq 8E RE V�D7 60) :T #s >: `' \ GAGE \ L/JVT 28 ly yl - --- / 1 _ 55' 37' _ \. �o z9 28' L 8 moo' R N \ S.E. ST (P� OSED) \ 100' 35 -- -- 34 GRETER '' 6 4' 20' O' 00 LO 1'p COMM NI �7oN_53 1� 3 � :: :•: 5. x� `.. ' ... ` 5. J '�,..• ''� 5 r 32 O 14 49 iil 36 01L qus-.t=r30a - _^I ,•.,'•'•R _00' CAPiiiisk?, ao 3 5 in ! 90 ^� TOE REM�JVED (CN d z u7 to \ ---- - > I \ Q \ tl ? A 5.0 z N RA j ARN M 'A\ ;� \ _ 31 tl z - 26 \ q sE REMgv 20 - 20 SFR I r �� 1�1 o-_ To jEh�,AIN y 100' I I I :i�:•::i?i?}i•: I I `- O -' Z, -`" p"[� -- q --- tl •.-•,--- �p'....- n p , 2,, -V I �V 'VCO ,�{�► I Z_ L.. o a Jr IRT DRIVE "-`� -cl '�� ~ /\ \ Q ° =�� IV 2 �aa _` \D: ,..::� - 6� "116 j CT A R-5 ,� [ :•:i: :•::. .::..... TRACT G �5 CCE \UTILITIES I AD, >::•:::•;;::•: ;.:;;.::::, ...11I \ - tl , TRA :':> { 1 STORM POND �`� 2S' -- -\ i 9� j. \, ACE & lIJ IES `> i I \ '�FiACT`�F' e 5� , 6� _ _ `� - so r \ I _ _ -..... 11 � � SENSfINE �\�-g I �a � �� 2, 30 ,8, I N � � : :::::: >> ► �`�� C-4� AREA TRACT,'�3 \ ! \ ss' \ z� ' - " s F R I I TO B� EMQVED ° -SP-11 \ / \ \ \ \ ~:< I \ 10 \ ass_ 1 _ _ :.;_. I SP-12 /\� -11 \ 22 tD \ >~ i j i `�C-2 �b. \ 21 20- 19 ,` 13 :.::::;: I t OB SP-15 �C-12 `� I t'7 `�, I \ tl \ TQ BE EMQVED ~ \ C7 O �, r ':•` _ iUA --A_ ,`... Or72'° O '"° "4- `1C-1 �4' n 3 's"s�� .�-• \ � 83---�---°__° 0 59°_° °__°5.0_ � , ...� , `--�sa-• •` ` 1 — —� f59^�{ _ s - -Q °- I— \ WV� ae:: 30' �T ( FENCE ENCROACHMENT WILL BE RESOLVED TO THE L- SATISFACTION OF KING COUNTY D.D.E.S., L.U.S.D. , 6 i. -°I-� OR ENCROACHMENT AREA WILL BE CONVEYED TO THE SFR I ADJOINING PROPERTY PRIOR TO THE RECORDING OF - - -C L--_-`� THE FINAL PLAT. SFR r ---_--- I THE EXCLUSION OF THE ENCROACHMENT AREA FROM I I I I THIS PLAT DOES NOT RESULT IN SUBSTANDARD LOTS L _ — — — J OR IMPACT PROPOSED LOT DENSITY. NOTE: STORM DRAINAGE DETENTION IS BEING PROVIDED FOR THE PLAT OF "LIBERTY GROVE" WITHIN THE PLAT OF "LIBERTY GROVE CONTIGUOUS. APPLICATIONS FOR BOTH PLATS ARE BEING MADE CONCURRENTLY AND BOTH PLATS ARE TO BE REVIEWED CONCURRENTLY. r p �:;.ya.r,�y;S�:.,�:^�"_�S'kr.�.d:�SmEJS�YP'Y4�tl.'t3a'�`aF�,'�&':::�a twmv3:r_L^.�;_�_.�..3"Sd3•�..53�?.z;.•L�..:,�.�f:7..7'.F�__�a,.l-::f",..-:....-:.:.�,...a.SE'.--.�'.., .:t-.-,,,_-.:'_..�,.;-.: ..`_. .... .... ... .. ... 197.5 LF 12" CONC ® 2.28% 3 1 IE = 495.21 GRAVEL . , . DRIVE GRAVEL DRIVE GRAVEZ: DRIVE:__ IE = 492.33----- 22.3 LF-12" CONC---�" ® 2.42% IE = 491.79 __ f 104.5 LF / 12" CONC @ 2.16%-�` ' j�*,fir IE 491,00... . ............ / IF = 496.18(4" CPEP)I, - - -497- - - -- IE = 496.24(4- CPEP) , N 88'33'24W 590.52' S'- CHAIN LINK FENCE` GRA F' ¢� rSr 57' 6 CHAIN LINK FENCE DRI 48 x 4 60 6,276 s. f. f/ o `- / --49 / 4 : - :DRIVE-'' 7 ,303 s.f.t -' _ 6 _ an 77 � o . / 24 6;547 s.f.f - 6 /Jo -- rJL c'6 30?s.f.t0 6,8 4 s.f.f ( 6,146 s.f.f Gj4RAGE I A iI 10 6,303 s.f.f �i AC" S &UTILITY C4 �� R 0, `• 6o, 6p' 60' L � 60' 41 % R' I II1(e 124' 1 �70 s.f.�t C3' �.1 / \ \ \ N / _ .o-- s sl 88'33 24" E 397.98' cv - 1 �o �fl \ \ `N S.E.135W, , (PR�riPOSEo)U o - - il(/%" / / t,`IS \ 60' 60° s0.i''` ~ - s,7yo/S.f.� -/� s � �� _- - 60° 20' / gam• S� ' J-490/ L 3� w / -- _ 104 / r �� y R,SO, N - - -- WA 17 19 off. / 6,324 s.f.� 0 0 6,303 s.f.*- o ZO o 2 STORY / 11` / / / O \ cn 18 c" 6,303 s.f.t (J- [I(I((�.. >Lrj 6,436 s.f.f, / C'� / ��f�o �' `Ipl 6,303 Rp't o 0 19,259 s.f.Il. �6.069 s.f.f / 0 60' w, a 0' 60'. 01 18 13/ s, 91/s. f. f " 15 \ `�; ct. �� 'TACT 'A' - 2 STORY W i 14 - - -1 1 6,010 S.f.t ( STORM DRAINAGE_. / 6,112 s.. - - -- -- - I 21,569 s.f.f._ 1 'G -� `..:DR14L - __- --- - - - 85' 9111 ---taz SR• _r• - --- .�� -_- --... IE = 482.21 ` I IE = 488.74 ; S.E. 136t - - - -- h ST i L 55.2 LF-12" CMP ® 3.41% !, IE = 480.43 DATUM CITY OF RENTON - NAVD 1988 BENCHMARK BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 LEGEND: (j HEMLOCK ALDER DOUGLAS FIR/PINE s MAPLE COTTONWOOD EXISTING WATER VALVE ® EXISTING WATER METER 1' EXISTING FIRE HYDRANT EXISTING UTILITY POLE Mho MAIL BOX d EXISTING SIGN -< END OF' CULVERT ® EXISTING CATCH BASIN ° EXISTING BOLLARD UTILITY POLE ANCHOR 0 STREET LIGHT CHAIN LINK FENCE -- ° WOOD FENCE ° x BARB WIRE FENCE GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. CURVE TABLE CURVE RADIUS LENGTH C1 50' 21' C2 50' 17' C3 25' 4' C4 25' 6' C5 220' 29' C6 50' 22' C7 50' 11' C8 70' 12' IE = 472.53 IE = 469.68 38.8 LF-12" CPEP ® 3.61 % IE = 467.94 IE = 463.92 21.4 LF-12' CONC ® .39% IE = 462.98 IE = 461.68 18.7 LF-12'CONC 2.19% IE = 461.27 240 3( TENTATIVE PLAT OF ,-IE 495.69 LIBERTY GROVE �---57.8 LF-12" CONC ®4.(�7% /--IE = 493.64 �RIM = 496.02 A PORTION OF IE = 491.1.62-S IE = 491.72-N IE = 491,72-E �NE 1/4, SE 1/4 AND SW 1/4, -�-Ar -- NE 1/4, SEC. 14, T23N, R /8 5 L 12 ® CPEP 24.2 4% -IE = 493.44 KING COUNTY, WASHINGTON I /-43.8 LF-12" CPEP ® 0.71% VD NAIL IN SE 135th Err ONC IN CASE �----IE = 491.89 \---8.7 LF-12" CPEP ® 10.007. LEGAL DESCRIPTION: { , W.M. .. IM = 494.01 TRACT 1, BLOCK 3, CEDAR PARK FIVE ACRES TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF �+ IE = 491.21-S PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. EXCEPT THE NORTH 100 FEET OF THE WEST 2' 0 FEET AND EXCEPT THE IE = 491.31-N IE = 491.36-E SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET S PER KING COUNTY u � ENGINEERING SUBDIVISION NO. 6846, RECORDED UNDER RECORDING NO. 9410250673; i•: a m TOGETHER WITH LOT 2, BLOCK 3, SAID PLAT OF CEDAR PARK FIVE' ACRES TRACTS; -v AND TOGETHER WITH ALL OF LOT 7, BLOCK 1, AND THAT PORTION OF LOT 6, BLOCK 1, JANNET('S RENTON BOULVARD TRACTS, w ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME_ 17 OF PLATS, PAGE 80, LYING SOUTIERLY OF A LINE BEGINNING ON THE EAST LINE OF SAID LOT 6, AT A POINT 12.3 FEET NORTH OF THE SOUTHEAST CORNER THEREOF AND RUNNING RIM = 488.55 WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT 6 AT A POINT 4.8 FEET NORTH OF'THE- SOUTHWEST CORNER IE = 485.55-S THEREOF AND THE TERMINUS OF SAID LINE AS SAID LINE WAS ESTABLISHED BY JUDGMENT ENT RED JANUARY 29, 1969 IN IE = 485.65-N KING COUNTY SUPERIOR COURT CASE NO. 691199. 128.5 LF-12" CPEP ® 3.25% IE = 483.34 33.9 LF 2" CONC ® 1.15% E = 482.95 IM = 484.28 IE = 481.33-S IE = 481.53-E IE 481.38-N RIM = 483.25 IE = 480.70-S IE = 480.80-N 37.4 LF-12 CPEP �I 4.2% S.E.136th ST. >:..:>:......:::,: ::::........................... :::.:•:. :...........:: -.................... FND NAIL IN - ................................. ..................................................................................................... _, ....::::::•:::::::::::::::::::::::::::::::..::.:::::::•:::::::::::::::•::::::::::..:.:::::............................................. :... .....:............................................................................................... -- ---- ::::.....-:::•::::::.::::::............-::::....•.::::::::::::.......:...........:s :..;;;;:•:::;;;;:•:;:;-;:;:;x•;::.-::-.:•.::::::::::.-:::::........ _- -- - _ -- -- CONC I -CASE ND PIN IN CASE :•:::::::.:-:•::.....-,......................................................................................................:::•::::::::....._............................ -- ..... ................................................................................................................................................c..........................'- ASPHA Y....................................... L f DRIVE- ::::::::::::::::.- ::.:::::::::::::::::.-::..-:- -:.- /, ASPHALT� - / c7 q -• - �'N 87°58 W ► a - , , t 323.02' a POWER VAULT -- - - -- . o ' r' \ �jj e ` via Ill �76J �• ,•\�, �0 s.f.•�-- NOOP25'21'E N 7,136 s. f } \ `\ rn 32 00 S. f+f t9' / 6.454 % 30 \ N 8i58'S0' W200.Q$' 6' WOUF3-FE 1- ,a '6 2' 01 R '� 133 I 70 8pO l �� I 1 / a' 7 0?8 s.IOU t.f,9� 7 SE NV/ �JQ � � • �_ •.� �23 ) (b \ \ \ �y \ � \��t3c1 ' \ a �� .'.::: � �6,387 s.f.t_ 24; 42' `n o07,609 s.f. \1 j / ' <a. Z8 \ 0'. '9 6,859 s.f.f 1 '•6,468 s.f.f ( (� • 23 FOUNDATION r 00 f 1 i -- r 1: 6,554 s:f..t c�O ' F U5` RL 2�S' �' �7 \\ `•R ci \N I z8z. ' N 7��$ 5y0"W N F:469 s.f.f cS �- t ,` 2s ' b. 7,06 s�f.�` c� - 20' hye 6,302.s.f.f o\ �9, , \ 112.90° WRAG.E \ R Os 60, R_�-- (I ('\ f .S Os„ I7 `1 95- N ji `tip 57 - R_f $0' Q' 2Op 0 _ S 8TS$'b(� _E. 236.59 o ` a. �1 cry .57'06 0-�__R 66B s.`1':t ( ---S: 137TH ST (PRO PO ED J T ww ' GR V D e - , -- cv __ ), \ �\ _ 36. \ C'� - 11 w, J- W ETER _,-3- l_ `o `,� ` _ -h19 :;: C*ER° W- jFOR o�F��l� 'Q 27 _ M 0 6, �, \ s, f, t i ..... so . �, :::: -I -o-o - r l 4 6 2 t�...� ... 13� �4jp N`' ..\ I _ \ . - \ \\ \. p o-°-o--°-°-°-o d. - 1 t iy5:; N it --`�63-. •- �- --- - o_.. -- "- - \, \. -__ i _ �_I,_ -" -- - � s: � \ ...i 15�0490s.f.f b\� s.f.t 54 \! o 0 52� \ r�a coo 37 0 �( '•. 6 s-f: ° 6,302 s. f. f to 6, 55 S:f;f I 6,244 s.f.f 7,146 s.f.# `tv �c7G OIL OUS - - I� DL - -.. _.. - -- \ IIII 4 \ \ \ `..:: \ \ FILLER , ( ° _ _ I I. I \ its:; ( \ \ CAP , _ ' . GO'- ! \ 60 \ \ \ 105 , s ARAG o n z BA N z I I W \ \ o b is - \ d 0 1 \ cn I 02 _ 138 (3 Z / 007 s f f 16 ur)s.f.f - 40 �51 i °48 -asses\ 1n 6,3b7_s.f.f 0'47f '� \ 20' .'20. - I Q< \ �� -- ° - 6,30Ts.f' 6,307 Ir :: DIRT DRIVE 1 I ..:.i.,:.-:.:::.. % _ / - - :.:::_::.: (I 0 60' 60' I IV 0_ 60 s?-- - -- N_88'09'_1.� 3'= yy_447.9111 \ ` ©. €:_':::-;ii=:_;::.:;-::..:: _ ° N < r.:.. { _ N S.. 138TFi ST. (PR RP RED)El 5a 1 S. f. f' .. 1, IIV� _ I 60' I 6Q' 31' L =! 8' R 1� . - - -- \ - \.:i::: 0'- .........i 13 Q' I :......... ° 44 ` STORM DRAINAGE -- ( g 6, 02 s.f.f :L(),302 s:f.cE 27,709 s.f.f ° I I L? I o 41, :.x r:•: " ° .-- -`-46 O 43 ` I II s - -- - - I ( . \• 6A4 s.f f 71 s``f�• ^ :. _, i f 8 ° \ _.. SHED 265' °-O-O�� - I, - p- -n� ° 60=O a-O 60°-0-0 / 2 I� 456.31 YARD • N$8°09'13 - -- - - °--,7 - - - >'- - - - 6R- - :: -- a ARD DRAIN -----12" CONCRE7 - - RIM = 458.10 IE = 000.00 RIM = 455.81 454.36-S -- ems IE = 454.16-N r< t • MOR\ of `�AS11O�y a ^ �J, � 22962 p 4L LA EXPIRES: 4 .APR 03 _ - -. IL 49,./5 VICINITY MAP SCALE: 1"=1 /4't SITE !INFORMATION: ENGINEER/SURVEYOR DALEY- MORROW- POBLETE; INC. P I 7.� 6 AU1;3UR, , WAY NORTH AUBURN, WASHINGTON 98002 (253) 333-2206 OWNER/DEVELOPER LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146 RENTON, WA 98057 (425) 228-9750 FAX (425) 228-7232 PARCEL No.'s 145750-0085,-0090/366450-0141 ACREAGE 12.37 ACRES OPEN SPACE 0 NUMBER OF LOTS 58 PROPOSED USE SINGLE FAMILY RESIDENTIAL/DETACHED SANITARY SEWER RENTON WATER K.C. WATER DISTRICT NO. 90 SCHOOL DISTRICT IS`�AiU =�,H ZONING R4 TELEPHONE QWEST COMMUNICATIONS POWER PUGET SOUND ENERGY FIRE DISTRICT KING COUNTY FIRE DISTRICT No. 25 NATURAL GAS PUGET SOUND ENERGY CABLE TV TCI CABLEVISION 38.8 LF-12" CPEP @ 3.61% RIM = 492.83 IE = fr91.13-N IE = 490.13--W 46.6 LF-12" CPEP ® 0.24% IE = 491.02 RIM = 475.24 LANEIE IE = 472.59-S IE = 472.79-N 39.6 LF-12" ` CMP ® 3.74% RIM '= 475.91 NIE = 4,71.76-S(8" CMP) IE' 46421-S(12" CMP) \ IE _� 471.11-N = 469.11 E(36 CMP) -16.3 LF-12" CMP ® 14.05% RIM = 475.35 IE = 474.05-N --122.5 LF-12" CMP ® 1.43% = 467.62 DALE''- -POBLETE, INC. 726 AUBURN WAY HL AUBURN, WA. 98002 PHONE_(2_. 3)333-2200 FAX: (25�J)333-2206 incorporate ENGINEERING - SURVEYING LAND PLANNING ro JUN - 7 2002 REV. N0. DATE T DESCR; P'r'lON - --- ` _-- APPROVED Ili pl map I®i cuENr LAKERIDGE DEVELOPMENT P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425)228-9750 PRIXEcr TENTATIVE PLAT OF LIBERTY GROVE SITE PLAN C)N" By RVL SCOILE 1" 60, OR *NG 01470PP SHEET 1 APPRO WE 22 MAY 02 J°6j 01470 or Tom aw so "a Trio FWOSB OF /G7 0 9• ASSISTING, 7•►? Y , �e d K. 54 - PROPERTY AND ,,: y a:Il.1.l �30 o s 88 - q 2 m -sow Gz.3ly I30Q:._73 - N E I l; - 23 - 5 �23.37 /.310•6,N 87-40-11 W -------------- 1 306.74 N 30 N3o RG q� 78 '9 -.S.E. 13 6 T S T. i 2.49 .p 593.37> 6 2 4 39AC- 0 a I q�Dop l0 I ti OB a 0, er 00 0 ar CJ �h KC SP 878133 8002250639 �• N °' � o N raj - LOT 2 �I �d JN Nnl I° o �y" v LOT I Iq,I �� ti° /87_ !0 23•.SO _ 32G.'23 V) � py 0. �� . � <593•so� 3 Dl�� .3-94 • ss D W I v W G W 30.01 s9 v Ui p p W ti LU l,_1 - - --- �08,9�� _ 3 Z6.73 >ui Abo° -' - - Al > I Q too ry N m N 0 00� o' rq M a 04 m I M Lo A Ito n 0 4 �\ v M� o I NS N (� • '/ 0 5 /� o --- _ -, v Z 99 ` = I>? 33 -1 a ca NI a too 1 �� Z °� n �( _ 1 (0 S. 6-cw-4o`� nib 7s /J6 s7 N 1 ` tL 3o (17 M <S93.G3� �' � N I(I _ I(U s96.68 Q h / N 30.01 9c � N ao \ p 3 �)162�010 '0oQ0lr0/01°� /01o0�0 r66 PG h 7-5 e�)- N I \m000 S E. 138TH. P L. N Y �S .619.Og.40G^.I i/SJ?•(i0t I 2.24 AC 0 I ►, ^ 89. G/tj N N N m 0095 A h V1 a 0 73 7.T N h °i O V N ® t7 m m 192+.1•- 3 N N 3 rn v 401 .68+/- n a, '� p 0 �" V o KCBLA L99L3025 " /S N /R vi N ` �A 'Y It) V °� a) 20000124001848 tll ♦ y♦j '.� 73 /2 // �' r'W W �g ;N O° `° to N ♦ �(�h� D �A♦ � � �O Q � �� ` \ � 1po�� L 0 T F3 Q LOT A 'P� ] c,°iol�4 ��'pI�Q �0'tll�o /°'p13o°'ciao �a1�2y �2�1h oogo z m 31650# N Q Iio ®/QQ 1i1 � CE'i96 3 Q S• 8-/3-33-�` G 73 /44. 6i 30 V 1.52 AC l r7P \ N _ 65250# / 23, Rd 6 57, csmt - - - 0097 401.68+/- rN o ' 598.77 0 a co M 0� E•i .3//, B 7 °` h W �� I I so? 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B0,0/ Tl6.6! d �/` J $ G i 94.5$ 7S S7. G6 O �Ro G2.7G SR G.G `ao 3 Ac ._•. - G t o s.90 s>Asz+6z.8o S. E. 144T H. S T. N 88-3 7 - 5*9 VV ---- s 69 -.38 - oo w /7g zi�.az o 2 - - 130.90 r> s-s9• ,s 7 N E 2 3 2 3 -S• g9- 34- 39L�^ 395. 42 I 128.52 nj X /(oB/694.4 i 9.22 L{�3P0�1� DRE C E � W/ E MAY 10 2003 K.C. D.D.E.S. N a wQ� LUA-og-at y 1 _ 'I -, \ . L 1 3 i * . R The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties; express or implied, as to accuracy, completeness, timeliness, or rights to use,of such information. King County shall not be liable for any gene ral,1spec A indirect, incidental, or consequential damages including, but#not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sales of this map or, information on this map is prohibited except by written permission of King ;County. CONTROL MAJOR ,�.- .� SHORT PLAT SURVEY/LEGAL - - - ----- CONTROL MINOR PARCEL HYDRO RIGHT OF WAY ORIGINAL PARCEL = CITY BOUNDARY ® PLAT EASEMENT 1=1= Parcel Boundary Platted Major Boundary Tya 5410.��0 11 Epry3oh 3$3 1 oy . ) Nv �g0 �,��3 5'3 �i' c - - - + Stry32,SOh 3ryg� Ary�ph L 1, �� 9 4 1 l 1 m aoo 0190 0200 0220 i 21691 SF P Q'M `; i i ' ; :.....::r+i; .+w. �. 12 D '�'4 a 2�°°' `� 7ZS 8 - 4 3 E 1 0240 $ 1'p°a° .. N� J I r .m,. �; ._,,..... G KCSP 4'8£i029 � 90100907a`4.° a Ta $4 99 v __1 i I' - o °- � orra 1 w I LOT 2 � s $o: 55-4 ( 1 I ? ';�° ' LOT 1 ltr E is ��•' 5a AC 1 ! °' 4 u 1 ' (: 29853 Sr I. ! . p°Oo �. oh°o o°� ,;� o° J I { Q [ 9059 I i i 29719 SF °o N « "> ti°� 'o°'� ,'�" °o°° -I I i 30 a U281 02/9 270 0141 oh �` }°�° tia' _,... 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' ' ' j C� Q o 4 40440} a 52.17 82.23 _ c°� 6.550 1 lz �� I 1 tB7 _ X;b 0 �, - 50 45 SU j 31.34 = � I I 3 LOT 2 F- �6 - SU 66.55 _ - - - - - - _ -- - r6 ) j - - - - __ - - -- _ - - - -- - - -- _ 0047 o d� 4A1 - v - - - 10,79 _ -- - - _- - - . _ -; - -- - -- -- -- -- - -'- - - _.. _,._ _ _ e 45 - m3 - - - W I <I .- ' ti a=,° a moo° 3451 0�344 35 0 w I. 5 I 1) LOT 1 }-;',� ry ° ° 14960 Sf w ,R=1 a 30V0/ . 3b`90/ •_' - 1111{o Q F 6 -- -- -1� 2.04 AC - R 25 ', b _ 2 yg 38.82 74]IB SF ; 1 It i 1 --mac - 9U1g M I 0 385 6(.72 N 04020 � 2539.21 St.NT 31.08 0 -r�6 �4584� t 14.31 ' e.<.e:..: �.;...:.:-,.»1;$7:..z ,,:.... - ... 623.5a 436 5 - `" " SE 13_� 7TH ST n87-57-31► 254.o, 0�40' ��' ca - .a:<�.y..= 108.91._,..•y. �.ra..<:. .I 17 41 - 3k .' 19.64 - 3.42 AC 9 ( � t t � 131.86....:,.<..wxwz.�-��.w�...,r».:.w-..�..:>.:.c..c-"=�-,w.x..�;�. ,,�.. _ _ o, �. 172 526.73 - 1 i 26.01 91.03 - I 172.98 � " - - ^ 13}6 13.91 0085 ` . 1 r 24079'I _ v h <543.50> Oj28AC ��466ACF 23866 SF 1 -41 32A9 40 ry°. vo 9.93 _- N I , SO o` 594.59 <593. 0> =7 OV i I' 76.72 36.80 e •° 19.87 ' _.:., c� °, 38.58 39.96 q s 0.01 : + ,' o 1 I � - R=25 R=25 0 0 0 8.73 ��i� ° f559c� ti� 765101 30.0 594 _ 1 1 I h i `i L°5506E �D 'o 13 cP 1 1 �• i i 7• T :°o c y idp i tk� AN 88-03-46 W b h 16 16 n ,��>, d 623.31 (P) vy 4U:, ,'�' �y� 95 �� { 487�� I,- S I u S M :, J tkjjff r -.�» ,y '- o a° ,9 54ss 56 55 54 7Ca° \ A a 0320 a . w 1< W ^0 3800 ^ 4000 5000 4436 ti Y ♦ IIb h° ° o 1 55.02 40, SO 45 86,21 ^y42391 28.06 - o ^, 11 o '0 41Yy a° ° _'� 1 d 2.27 AC ( �5 _ 9 >.I 93.04 90.03 93.16 ',°03i0 ' 21.661 a o w 00J0 } 49 33817 SF 19604 SF 1.35 AC ^�a 47501 0 "9° 1 21.70 o - o �a 9t,39 ° t t2329 SF Y4051 SF '... bg5111 f o 4853 as /34 42 ° I 4 z o 9 13.19 p 12459 SF 12459 SF F- : F 1 9012 904:3 1i��5 � � � 1 fl'684 69 4�40011 � <h R. - -1k, 1 ; Qa ! 9042 °' Q < ° .>a 6a° 4.i6 �84.75 15.99 19° �`' ': `LS�-' ha Di)��-o'L '"' �7 - a 6 108 91 1 . 95 a w 93.04 14.t+ - n {n a3s�', 2144 0 $ 94/ °4530/ 54��1 45 �c0}e� OU10 0020 1 °' 74.88 5 4 9 12 7 6 S , I " { aUOU Sf v` _ 75 susi o I, �e'oo+t b4.67 _ 89 g9 R=45 ��v� H 8B s" f r ` W -, A a.,, - 0290 0280' a °° 1 89 9o.s7 6a, T1 " 904 3 78.61 140 , `�4750/ t I a- o a 7.71 85j4 7 .71. d l � 1' 30 h 0 5 ,-51171 0 �° 5.31 85.3 R=IU I- 45 51,32 I � - I ?-1 Tp _ n' I o 0 0 �, a° 15.43 °' m 181.46 4291 w 2 v r e --. 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" EST. 1884 90-A .. 6276 v S -,�' 6 oba �9,s ,� 90 h 51.66 �.g _s ,, 91a4 -5-,� � - _ 14 1q 44 S.E.144TH. ST. - - z,. - 12 I6 30 86 15 ` ..�"�. !,,,��..z.3'.2'05""11, ' f64. 0 - N B8�•31-59 W _ r,.•,l 30 32T.21 P SE 144Tf Sr 165 w. - 162 21 __. _, S 89-38-00 __ 178 217.42 I306.90 HBB-sB- 7 47$ B3 COUNTY ROAD NO 135 ESt 1884 -- S .11 �N ' `" ` 1 r YE lGxULAR ACCES%_I4 .L0 [S :L,. _ 16 w , _. 0 1308.84 - 30.04 4 549.98 75.19 74 74 74 ;j NO VENIC.:fCCLSS. N0 YfNIC._ACCESS.uw� n 280.03 (P l - auu.. 5 ]1.20 11 114.39 ��%� 1 J9? 114.81 116.19 71 70 70 30 70 348 +/- ; __ " ' AlR.E k ff CDLdft...AC1 ESS,, 2 SE 144TH ST �G a - 15B.12 I S O I v0 Jg 113. 01 I I 3 S ci' o o' o 'Iil,a G\av ��S ac 1y 105.59 1D0 114 1 ;.. 1 140 t40 sa,,._,„ - ;, > Z 4 f _ ' M J4 ' = .o "� � , 7T 15 ... 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KING COUNTY, WASHINGTON Liberty 14i h Q 1. "N.Pl YrT7', A E . I - 4- 164TH AVE. S E 304' i _�AINFIELD EASEMENT - 30' 3O`_ In 0 FOR LOT 7 g1l z ao 10 N ol g, 2!, 5c" 1! 126.62- N52*52 OVER 15 80 6 V00 R= 25' M 19-38' nz 44-24557 N 0617'X"W i 40. 01-1 0 N 00 2 336 �'E 139.99T 4 N 0 2-3' 36'E rf) 3 cr), N 0* 2 3' 36" E DIRAINME EASEMENT 1968-04' c%l 16547' VACATEr, R/W 474i'W R -- 45 4 5 4 0 46'38" r '14 L= 21.14 4_' ,2 43.02, N 00 2 2'44 'E N 4 5_. 58 45*58 25 2 R=25 .1 Lm 9.38 8= 44924 55 4 14 1- _j 0 JL coo of N C- 40* 18" E 0 ji Uj 0 0 10 01 N 0 40'22" E !39-99' DRAINAGE $0 EASEMENT 25' 2-5::: of 0 CD DRAINAGE 10 EASEMENT N: 0 23 36E N 0 40'26" E 139 99r 38.74' C) C CD J4 12 Rz25' L 38. 160' R= 25 4� L 39,9 j & 88o27 22 15.66 9; 9 1* 32)'38" =91� 2, 50.6 32890 0o 1 3 w., 165.00, 1' 63 94N 0 2 3'36" E 1 321894 N0Q2__3e36;'E_ 0 rn 1162 ND. AVE. S.E. Liberty Grove LEGEND Contiguous EXIST CONC MON 'N./C4.SE CO -NC MON 'NiCASE TO BE SET SET i/2" REBAR Wi CAP ft_ i 85�2 CONC. MON. NOT CASED DONESHVAR Sk ASSOC. INC. w LuA-os-iZi I I i - I 9-am a: fA A REPLAT OF LOT 2 , BLOCK 4, CEDAR PARK FIVE ACRE TRACTS, VOL.I5,PAGE 91 SECTION 14 , TWP 23 N , R 5 E. I W.M. KING COUNTY , WASH I N GTO N 'SCRIPTION s plat of Liberty Lane is a repla.t of Lot 2. Block 4, in the plat of 1AR PARK FIVE ACRE TRACTS as recorded in volume 15 of Plats, page: 91. :ords of King County: Washington. ,ETHER WITH 7FAT PORTION OF V4CATED tV=. S.L. APj0INJNC ON 7,11L ICH WOULD ATTACH BY t)FE.R :TIOt OF LAW 4PTROLL.ERS CERTIFICATE reb+ certify that all property taxes are paid- that there are no nquent special assessments certified to this office for coliec.tion that Jils special assessments rertified to this office for :ol;ection av --= thfo' or::perty herein conTained, dedicated as streets, aI].ecti ;r other puh!,o Use, are pa-d in fu''. CE OF 06wo ,LNR ev Ccnu4rr- t-btaptrol ler Deputy King County Comptroller ROYALS DEPARTMENT OF PLANNING AND COMMUNITY DEVFLOPMENT J106?. Examined and approve,.: thx� .j.'`.... day of aR�, .{._.'. ;� .:.... , 197. .. . . pale • . . . ,- Min_ . . . T. . [' - . . . ' . . . . . . ...... Manager. Division of Building and Land Development. k: I NG COUNT _ UNC I l _ _- �• _ _. Examine prhaS ��rdIbi[: "'.. a, �. Chair an, Kin County Council A;:t.est. C?e.rk, King C:r)unt4 C: ur•�i': DEPARTMENT OF PUBLIC WORKS ~ Exami a.nd a prow ci this . ! '! ? day riz ... °f' � �.... , , 1972 .... or I(Iny '67gi"n-r DEPARTMENT OF ASSESSMENTS Examined and approved this, 1 .day _ . 1.97, !.. . ....,o..,.... :............... King County Assessor Deputy. icing County Assessor RESTRICTIONS RECORDING CERTIFICATE 7911ZO050 z TM Filed for record at the request of the Bing County C.oancil this..�U...._ day of _..Nov ..... . 1979. - . at .16, .minutes past ..�-. -si. M.. and retarded in v*lume ..113... of Plats. pages .... Z0. 721 ... - . re<:card:; c.f' King County. Washington. DEPARTMENT OF RPCORIAS ANY) ELECTIONS tY�.IIr7 G., EL34M............ Manager EASEMENT PROVISIONS .. jA,XE.S.s..WKr-x6--...... Supc:rintendcnt of Records a'e An easement is hereby reserved for and granted to PUGET SOUND POWER lie LIGHT COMPANY, PACIFIC NORTHWEST BELL, and KING COUNTY WATER DISTRICT NO. 90, and their respective successors and assigns, under and upon the exterior 7 feet, parallel with and adjoining the street frontage of all lot:, it, which to install, lay, construct. renew, operate and maintain underground conduits. cables, pipes, and wires with necessary facilities and other- equipment for the purpose of serving this subdivision and other property with electric, telephone and water service, together with the right to eet.er upon the lots at all times for the curposes stated. Also, all lets sha,1 he sub;ect to an easement 2.5 fee, ia width, tarallel with and ad acent to all interior lot lines, 5 feet in widt.h, parallel with and adjacent to all rear lot. lines. and 10 _`ee?t in width, parallel with and adjacent to all front 'lines for purposes :>f utilitie--s and dralnage- shal i lIlagr . aseMeni fr.c Trt�.Ct YA l b `e 2Qtltedu o�tne ar m deyc r bet€ ,ts y�Beginning at. t.he: Southeast corner of lot 6, thence: Ii Ei4`'i2 3U"K' 135. 78 fr.. , thence S 88003' 36"E, 80.2E ft . , thenc:e S D°2l ' 5C7"W, 35.96 feet to true point of beginning. LAND SURVEYOR'S CERTIFICATE I hereby certify that this plat of ... LJSERTY . LA is based u on an actual survey and subdivision of a portion of Section 14„ Township ip3M , Range . ?. � , . W.11, that the courses and distances are _---,:ttawr-_rnrr,_PC-fly theret.-in: teat the monurnentG willbeset and the :at corners _ staked correctly on the ground. and that I have fully complied with the provisions of the platting regulations. No lot, or portion of a lot, in this plat shall be divided and sold, or resold, or ownership changed; or transferred. whereby the ownership of any portion of this plat shall be less than the area required for the use district in which located, or 12,000 square feet, whichever is greater. No fence or walls shall be c,sonstrueted closer than 30 feet from the front property line along S.E. 137th Place ALL LOTS WILL REQUIRE WINTER PERCOLATION TESTS DEDICATION KNOW ALL MEN BY THESE PRESENTS that we. the undersigned. owners in fee simple of the land hereby platted, hereby declare this plat and dedicate to the use of the public forever all streets and avenues shown thereon and the use thereof for public purposes not inconsistent with the use thereof for public: highway purposes, also the right to make all necessary slopes for cuts and fills upon the lots and blocks shown on this plat in the original reasonable grading of the streets and avenues shown there- on. IN WITNESS THEREOF we have set our hands and seals. PUGET SOUND : N—V I pONMENTAL GROUP, INC. > � - ;� n1 Rasool Doneshvar, President F.Ilene Ik->neshvar, Secretary DONESHVAR & ASSOC. INC. > �.. o......... i'rfessional Land SurvF•y°car Certificate tNo./�-fg ACKNOWLEDGMENT STATE OF WASHINGTON) SS. COUNTY OF' KING i This is to certify that on this . d.... day of .cta,41`... , , 197..... . before me, the undersigned, a 'rotary Public, personally appeared Rasoo: Doneshvar, and F. Llene Doneshvar. President and Secretary, respectively. of Puget Sound Environmental Group. Inc., a Washington corporation, to me known to be the individuals who executed the within dedication and acknowledged to me that they signed and sealed the same as their volun- tary act and deed for the uses and purposes therein ment-finned, and on oath stated that they were authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal the day and year .first ab:rve written. Notary Public: in and for tfte Sta.te Of Wa.sh2ngtorl ((jJ_ 2--}}�� Residing at - _ ...-... ............. 1W b4 Q LUA ---0 8 - 124 n .r MAP REVISED lee • r 4 � uc u - - ccau ' .. . • • ._ -' -. - 1` .: ' _ _ - .. .J ... _ ,.,,,. T a.z:;u.r" M:+G•�.ei :r'`r-�` _ .I - ti. owawmw a• K.C. 52 14 2 3 SCALE 100, 1�8.�I - - t N_ - --- -- - -- - 8 7 -10 -� ti t -W — . JS r'��`�',r�o..�.-'-., A� �� .. ,.ed�~� �� '�4.SJf /- "��J> ,Jr-t-�.S�S-°R �•�_"_ :w• SAS _ �i r.._ ,r• -. - -. _ ...A - --�-- - .,. � -,. ....� ..... _ p� a .•:. _ a..q..... ,....� �� ..,._ -. v ..... _ _ _ _ -,. -.. �,- .._. ... _ .v � ,._, �.•�13R'-„l. 'h � �� .--- � � f i"'1 � 1. � �i., yc u i 0 tj t�jr �r:3 //x.! p "/ �l . s i�S�P 333' : t ; S�s6 • 4�'38 '!j' � i :�.' 7ld� y' Mr3�%ice. /i s'ez a'eo7• `'�P 3C 2 1 rG+ 9 t r G -!� •� jr 3r� .�a Z.s•o s�.�: pfi 1071.9/ R• o- a t ,P {O w yg�v>~so7o� t: f -14, . 31 1. 30 J a• •n � � 3 30 � r6 d 1 IN 0pc6 �+ Jay v iia C tj it �� 'y"` . t '�' o ' "t •,i •: +,d 0 .. . a iraO ® pi n3 - ' pt t� Irk �1 `j ++� -• ti .t a sl : ti h Y vi ZZ v � _ U _ Y per. ®,1 n p 04 � M v 1 �J N ►V r /2 .x e. Coll o� a f3,3 0 p kn 3 7.ep Ao14 Lei h a��a�r� '3`° o'� , +9S ® o` �� ,�° E p� o° o� ig v` pD5 a� QEli� 7y, %I 1141, a, .. .. 4 w• +� .:f' 7 6 •.i' V 6,1'.Z .�' 7 n •f •� n r • .. •s .�" 2.1 t0 °� -3`TG . 9 2 . B7 �.9 $ G Wd U' 1±b $ ��•'� b c9 ~ o �vd7•fa aw /fC. VAt. deo. 17771 I-L-9/ 1N913--46 W a88•a� N407-16-07w ZLW.4�0 �� /q•�•� `� 4k w o3 Q w Q ou 610 coGo t� aIN L4 iloo < t v a q 4 z '? �' h' H ap t� j � '� � • � w a .� • °h .9d - l4�•.�:5& . 14aT_..... TO +1 � %30 r7 N1 .6. ''. ,Vb ,', ,A. �/�.•4Ya7,EGo t O co LOT 2 V' � � _. _ l _ - —_ _-_ � ",:,.�_ - . - - -- _•, __ ___ _L..._.. __.,-_ =- - - .v= — - - _ a a:•`:•-" -. ., .. _ - :.t"�` - - �� -- — - ` --.�,s'a �+.€t ,_.� ..Ct.=;- '++ -"'Y 5.,5.. •. , n.._ . -vt h 1� co ! 7r D ` 0 0 0 oQ� rya Kok a 63 ao M y , ° �`n °° 0� , a o s oo fie��.� +tt �C ply f QO f1 ro 13.6 I�`' 9 N� ��- 4- °� 79.6r .v87--S7Lt✓. 289.5?° 1 r/ ..#" �J •B 7 ' r? vo :i p�� <<r�i� �=' '+'y��- �� n/a�- 7/- .s9 W zd9-57 ^ .�-��•� ° S. E. 1 0-i H ST. rtZ �;-°�. $ t rip t, ' A' �Am-37 w r nr 1 0 0\1 •� �. OMw 1• orgy In . a h! 87- 14-5Z W 290-1.6 KCSP 383015 83081701317 m` 14 LOT 2 `Q I � a A�• � 4 0 0\P6 01 p00 Al.87.. 27- *•S t,r,/ Zvo - 74 < XBI.44.> o m Al. o .� v , N u 12.6 f ff� t _ ..•. - 9J. 9 — -- < •1.3 .art �y a �• Q,� t r�, N 16% h O _ 0.;. - � 3 rs ° SS 4 ti W C � 9"G• t 1� 31 a 1 �t 'Z PG c0 H �� m 1 � • v o • � � Qua 4D �t PAR- V v KC 7612010795 o PAR- 1 10�,6 � h C M^ to l ra � l �D h� 0 nJ 2 96. 4 N O9 c 2 9o. 4 M 0 0041 to .Y 97•Z8. 45W (S.A.) SCC� e��Od� AroAr so;sa�r�v�r 2 4d.6P .sBz.3!'p.) 290,E •� <87,0-5> q gas 11, ° w a, b o 10 .. a3 , I tI ` o 00,�5 I ��Qo o a o0 72.fig : Z.47 J/S /3d 10.Q3 ,3'0.9z �d•99 $a•92 b� 14 1.30 �, �► a `�1130 c o pv osv + 0A0 a 9D q oo1 605 M 4 3 oQyo 2 .rZ 3a ,- /iS• .f'i li'/.Mc 1. I.� �'/• .I e. ! �• /. 76i +,p Y ' 190 Rl L rswrr.ra..rrrr j '� .0. .73 _ar-•--� _.rr .rr.r. 4 S.E. �: I3 rs�STa•�r.4 m r L -' I J 4 1 t1_ �i 1- C 1 S. E. s. mod- ,�:.r- �� E' -- d_S".9. 2.i � .oE 14-23— 5 8 Ary � J, 3� 13 6 T H. S T --- - - pq M H PIP WL 7-4,AAlD Me W" 197.5 LF -12".CONIC 4 2.28% 30' IE = 496.18(4" CPEP) IE = 495.21 ..... ...... IE = 496.24(4" CPEP) ...... .... N W32 W 5!- CHAIN -LINK FENCE GRA AIN LINK FENCE DRI 04' s 4 V- J 57' 6 60' 60, ........... Et: GRAVEL 'V 0 4 . . . . .......... DRIVE 6,276 s,f.±,,,- 495 7 6,303 sf.± 6,154 6. 2 0 0 *6;547 A 06,3o3 s.f.±111 6,64 s.f.± 24 jcc�i 0,146 el 5 ........ ..... GARAGE 6,303 s.f.± 110 Cf) 6,46 s.f.±/ *A E f 0. L GRAVEL 60' 6 60' 0' 41'-- DRIVEIII ACIE �st UTILITY C 4 6 0` 1170� 's;4F v15 III 124' C II C,?. S 88*3'2'� E 397.58' C\I 0 r 0. S.E. 135M,1"PROPOSED)L. 0 ? ;K F 60' 601 7N 760' 20' (0 T 6 0, f?" 6,710 s.f.±/ L - Ap .......... ... DRIVE .......... ... C C%4 �tAk VWE C� ETATNMG-,WA✓ EL IE �O 4' R:z:5 --8m- ;UNCHLIE-H n 7-2 TENTATIVE, PLAT OF E = 495.69 /IE 57.8 LF-12" CONIC u 4.07% LIBERTY GROVE = 493.64 RIM = 496.02 IE = 491.62-S A PORTION OF IE = 491.72-N IE = 491.72-E NE 1/47 SE 1/4 AND SW 1/4, NE 1/4, SEC. 14, T-23N, R-6E, W.M. �8.5 LF-12" CPEP 0 24.24% IE = 493.44 KING COUNTY, WASHINGTON 438 LF-12 CPEP 0 0,71% "."tONC IN CNAIL ASE SE 135th ST 1-�—IE = 491.89 T\,--8.7 LF-12" CPEP 0 10-00% LEGAL'DESCRIPTION: - RIM = 494.01 TRACT 1, BLOCK 3, CEDAR PARK FIVE ACRES TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF IE = 491.21-S PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET AND EXCEPT THE IE = 491.31-N IE 491.36-E SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET AS PER KING COUNTY ENGINEERING SUBDIVISION NO. 6846, RECORDED UNDER RECORDING NO. 9410250673; TOGETHER WITH LOT 2, BLOCK 3, SAID PLAT OF CEDAR PARK FIVE ACRES TRACTS; AND TOGETHER WITH ALL OF LOT 7, BLOCK 1, AND THAT PORTION OF LOT 6; BLOCK . 1, JANNEDT'S RENTON BOULVARD TRACTS, ACCORDING 1-0 THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 80, LYING SOU IHERLY OF A LINE BEGINNING ON THE EAST LINE OF SAID LOT 6, AT A POINT 12.3 FEET NORTH OF THE SOUTHEAST CORN'=R THEREOF AND RUNNING -UIN 1 4.8 FEE I NORTH Ur 111 Z:)UU It-IVYLb I UUNINILN . ...... ...... RIM = 488.55 WESTERLY TO A POIN r ON THE WEST LINE OF SAID LOT U Al f\ t E 17 19 2 STORY 3 '�RED JANUARY 29, 1969 N & 0 20 IE = 485.55-S THEREOF AND THE TERMINUS OF SAID LINE AS SAID LINE WAS ESTABLISHED BY JUDGMENT EN1T. I 6,303 s.f.±01 IE = 485.65-N 22.3 LF-12" CON C 6 24 s.f.± . C I ) 6,303 sJ4 c) COUNTY SUPERIOR COURT CASE NO. 691199. 0 2.42% L 4z) " - . ..... ... KING 18 .......... 101, 6,436 s 6,303 S.f.k,� . . .... ....... ................ 21 128.5 LF-12" CPEP 0 3,25% IE 491.79 L 0, 00 19,259 s.f.± 0 01 V) T....... ..... ... R:=b . - "I - I IE 4 60'Xq, r, 0 - I - I 83.34 'T80, ...... ..... F-12" CONIC j 1.15% ................. 104.5 LF 0 .2 STORlY.- ...... ..... E 482.95 s.f.± x 1,,TRA 12" CONIC 0 2.16% 0 RIM 484.28 STORM DRAINAGE- 6, 010 S. f.\± 6,112 s.f.± 21,569 s,f.:E'-' IE 481.33-S CRA L IE 491, IE 481.53-E 5. IE 481.38-N X PAHN 6 -7 ,.t -- �N RIDE 128TH E 14 15600 C:) U-i C) w Lu CO V) V)j uj . SE 131ST" Sf 131ST Lu 4D ST PL vj PL C:) < � ST C\J C -1 ST SE 134TH ST E C C 00 < C) a-- I.-- 14 SE 13501 ST F ST SE SITE 166W iE51 COI PL 138TH Sl SE. 138TH PL LIB y C:) s LLI V) er inwrtL no k.0 VICINITY MAP SCALE: I"=I/4':b . . . . . . . . . . . . . . . . . . . . . .... ....... I ........ ............................ ............ .. ; ............... .. . . ................... = .... Agegy*�Q I I i� .............. ............ RIM 483.25 484 ............. .............. .. ........... ... 285 ............. . .. .. ... ....... ............ 104' IE 480.70-S ...... ...... .... ......................... �5 SITE INFORMATION: ............ . mar;. .. ........ IE 480.80-N 71 .. ..... ......... SR 37.4 LF-12". CPEP M--L ENGINEER/SURVEYOR DALEY- MORROW- POBLETE, INC. 4L.: --- ---- I -�2% S.E. 136th ST. ......... ... . '79A Al 1Q1 IPM r1%r- 4nAOAL- ev'r ........................ -1.1 WAY KIr)PTW 'y AJC- I , , q 7,136 f.A /0) NW25'21"E 4 6,454 co C.4 v 29.01' ACREAGE 12.37 ACRES LLJ -2 u- 3'50' ►W M1 6' w E 33 0 '6 2' 0 OPEN SPACE 01 -kO 70' HOUSE 50'14 - N"' CA 70M 723, 70.03 9. NUMBER OF LOTS 58 42% 8* -5 -41 u-- ;-0 6.30 s.f.1 2-4 "j, , — I --- I 90-� a A Zo7,609 28 25.00' -t,859 s.f,- DATUM .�34� s.fI., PROPOSED USE SINGLE FAMILY RESIDENTIA1-/DETACHED 00 J 23 TV 4. • 0> SANITARY SEWER RENTON '94 IE 472.53- 2 (3 8 IQ'. J f C5.- fz \--I 17 -'s f -A wl A J \\ ,..WATER K.C. WATf- PISTR!'; 6,554 1,4 7 —7. 0', ENf` \PK Z) 0 8 f.4 �2 . 0' 0 H- 6, 3,V 8o I . #11 -W ��Y_ — "69, j., 6 302 1 112.90' BROKEN BRASS SURFACED ON CONIC St RAGE, SCHOOL DISTRICT ISSAQUAH \17 -5 L ty? 10 IE 469,68 ri SURFACE, FLUSH. CITY OF RENTON DENGH lNo. 0 0, CONSTRUCTED IN'TE'i-�'$ECTION \L 66 S 87'56-'\5(L-E. 236.55L ZONING R4 AT THE CONS 61%— 3 2103. LOCATED 38.8 LF CF)EP 0 3. 0 0.0 OF SE 128th ST. AND 156th AVE. SE. L 0, 01 `0� 137TH W -0 0 ED- 5/1 D# p IE = 467.94--�V*--'"-��l:�..:....�,.�:� TER L s;,3 (D 'J z.246 0'-�-Ijmay.. I 80 - �`I .... 6,302 s.f,± TELEPHONE QWEST COMMUNICATIONS 46' ELEVATION: �5+7.94 ,e , (j HEMLOCK ALDER DOUGLAS FIR/PINE # MAPLE COTTONWOOD EXISTING WATER VALVE EXISTING WATER METER 17 EXISTING FIRE HYDRANT EXISTING UTILITY POLE MB= MAIL BOX EXISTING SIGN END OF CULVERT u EXISTING CATCH BASIN EXISTING BOLLARD UTILITY POLE ANCHOR STREET LIGHT o'— CHAIN LINK FENCE WOOD FENCE BARB,- WIRE FENCE 60 raw a 0 0 PUGET SOUND ENERGY 105' -T 4 ul POWER 0 1yo, ri "4 R— 55 37 FIRE DISTRICT KING COUNTY FIRE DISTRICT No. 25 to 0 q 0 b J s.f.± '�4 — 53 6,2Q-3 s.f.i 7,146 f.\± 6,302 s.f.± OIL s"'± 6,244 s.f.± r flous NATURALGAS GET SOUND ENERGY FILLER ok: CAP jj.� t W. U4ti J,bl 60' TV 150. 1 60'-, 60' 65 , \ \ .\ 6 CABLE TC1 CABLEVISION \ �) Z� 1z b 0 0 AR cr_ 'B A I N, (D .138 ......... .............. aj V) W w f 6,302 s.f.± RIM - 475.24 IE = 472.59-S 4— IE = 472.79-N 0 IE 463-r- 1 449- L) 51 U —13 a— 0- to- .1 r- 1C 39.6 LF-12" �? )1 9 a 0 Ln 11 1 47 48 - - r, 0 1 CMP 0 3.74% 21.4 LF-12' CC, 6-407 u f,±u '111 u rj N 6 s\f IE = 4f A - 467-4(3`�\ 50, 1� 20' "20' u RIM '- 475.91 IE = .07' s. f. .6 3p7--u..f 6,3 6,307 s.f.t 18.7 LF RIVE \IE 4,71.76-S(8" CMP CO ) 46f121-S(12 CMP) 7 GRAPHIC SCALE IE --60�'4�\ d 60 TY LANLIE 469.11 E(36" CMP) 6c� 44' ......... .... 9— u T 4-1 16.3 LF-12 CMP lug 0", 0 14.05% C14 • -RIM = 475.35 b fl, I I (PROP�EEDTT� I I I a L I It = If/If.VD-N Jill 240- 0 -9 1'. f II 60' 1 1 1 6 B' 122.5 LF-12" CMP 0 1,43% ,1(Rt=70' Zito u IIIAc vcv 467.62 'T IE II TR 44 .. .. ... . .... STORE! DRAINAGE— 6,302 s.f.± IN n Et, I inch = 60 f t. CURVE TABLE CURVE RADIUS LENGTH C1 50, 21' C2 50' 17' C3 251 -4' C4 25' 61 C5 220' 29' CIS 50' 22' C7 50' 11' C8 2' I j . 0 u 27,709 s.f.± , 11 ... . ........ 41 0- 43 8. s.f.± -0 LA -42 7,123 s. O SHED 0-0-0-0-0- 265' -0-0 0 fi nl. 1� 456.31 4V-593.381 -- yi 16, 30 12" CONC-kEw- R1 457 IE RIM = 455.81 K It6= 454.36-S IE = 454.16-N J \- E - U01 WAS// -A re REV. NO. I DATE DALU—MORROW—POBLETE, INC. ra wiml /26 AUBURN WAY N. AUBURN, WA. 98002 PHONE: (253)333-2200 FAX: (253)333-2206 sm L) ENGINEERING — SURVEYING LAND PLANNING § 1-� JUN —.7 2002 K.C. D. D. E. S. fta-polpil I DESCRPRON LAKE —RIDGE DEVELOPIMEW P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425)228-9750 TENTATWE PLAT OF LIBERTY GROVE 3ffE PLAN STALE 1 to 60, 0""" 01470PP VATS 22 MAY 02 01470 A— . oe- 1101111 APMOVED ill SHEET or - • 197.5 LF 12" CONC A„ I 1 „ / IE = 496.18(4" CPEP) r\� 11 ,;. ': ' • .._, -- IE = 495.21 '. l __ - _ -.; - - I - IE = 496.24(4' CPEP) : " N 88°33'24' W 590.52' 5' CHAIN -LINK FENCE---- ; -,.� - ' S7' 6 CHAIN LINK FENCE DR V . III II,ITf_ I / -I �_-_-I� , _-..:.- :,�.7 �..- ,.'I.. . ., , :. . -- -.�I ."_....--.. ,- -,.. -_�. �.�...._0 I_ . -_ .,9__"?, _''" :2.:" ij /y04` 48 4 ,J 6 l - __-_ . __ ._._ -- - - .............. / , - - V L .............. / - .......... -s GRAVEL . • . :Cr"'i:.:}�:.:iji 5 • co - 4 :DRIVE: i -, 6, 276 s. f. t 9 DRIVE >::i......� �' I , / � __ 7 � --- -_ . -.. / . ................... ............... 1. - _ 6,303 s.f.f n' - --8 6 s-f.t -- - 1 J CN # ...: I �1 _ / 24 6;54.7 s.f.f '� _ i 2 \' 0 8 / 6,1'46 sJ.f GARAGE 303 's:fi; 6,303 s.f.f c' rj 6; 9 4 s. f. '`'..... I : 10 / / / -__A . 6,303 s.f.f :•:::-.. ;. ... 1 0j 0 I 6,786 s.f.f/ ��. _nos r - _ I I ( (. s O, J (I / U 4 -- - GRAVEL W. I I T' CT C4 �� R=1 `j ` ' 60' 60' 60' J L�`L DRIVE ACCE S "& UTILITY 60' 60' 4t% R �+ : ' ;`_ I 1 1 70 S.f. C3" Q %��p / \, \ o _-- 1 ' a `':;-... III 124' i :.,..,. I I�)I / 0. GZ 59 \_ ,�1 - --- -- - 88 33'2 } E 397.98` cv _ - I II ! , / / �, 1�p , �$„ \ 135i= ( R�OP^OSED) c,: o - __. / / ry0 6' d 18/ , / `� - - N Z ': I % / /�/h / ``,hp / / ' o�`k 60' . 60' 60,i�` 60' ' 20' .` I 6,710/s.f. \ - GRAVED. I / / /� /S 2ii D/ / �/ Iry5 -- - / -- -i90/ ,VT ��a: - LR�2 �� DRIVE / R8. O - - -- 3 : f ::...:::.:: IE = 492.33- ;;-a;::;>:;: ! , 04' / / 7 S2, / _ - -nR9 (O -._.... �; o - - -- - _ - rl�c . wACL R- r-E� z / / , � F 50• iiv 17 �0 19 1 22.3 LF-12" CONC ( /� / / oN / vim% 6,324 s.f.f v coin � � 6,303 s.f.t. o 20 o h. 2 STORY C� 2.42% I'� III ,'' � - 1? / / / �O s �r �, \ _ (n 6,303 s.f.f N _ `', IIIIII�-, `n 6,436 s.f.f, �'� % \r5 '1-T 0 6.303 s.f.k,y) / } n 1 IE - 491.79 III J -22' _2$;. (n i _ I I, / / L' 0 r o 0 19,259 s.f.f I i I_ / 0 R5 li x N II �N.- ` >' I I 81' i i 1 / /1;:;......:III / b 60 <p� ``a 0' 60' • 0D q` /// s,`::IIIIII t / ' 0,69 s.f.f _ 180' �1's n' - (� _.-. -.. -. 104.5 LF / I I, / �`V o i� ( / \ V - b ..................... _ _ - 12" colvc ®2.1s% 6,9� S.f.f -14 15 \ , .._ , 2 STORY ,/ TflACT A - 0' 1':: _ > -.' „ \ 6,010 s. \ I . 1 STORM DRAINA-GEC -- -- IE = 491.00 :`;::` ::i / 6,112 s.. 21,569 s.f.f - : 'GRA .0 ::.. :. .... I ,' /� _ .- DRI 1'� }1 5 / * �L, I _r_ 485- i __ - _ / �� I __c. __ G - _ _ .. - ..::::::•:::: ii:::::•:::::::....................:::......... .. 285' _ - __ .................................................................... �- :..::::.....::.:>::::::::::::::;:::;:.: ;:; - -- - - z . _. __ _ - - _ - - -� �6 �r' icy �-0 �-_ _ _= - --- -- - __ -- - - _ _ =- ---- � `�.- o --�- -E_ - - IE - 482.21 11 1 . IE 488.74- -•- _ S \ S.E..E. 36th ST. _ I 1,"p I \`_j z_ I 55.2 LF-12" CMP ® 3.41 % `0 - . -�10 . - `, �L \$' . �� IE = 480.43 DATUM CITY OF RENTON NAVD 1988 BENCH�AR� BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ,ELL�,��, T 1 ?Nl: 547.94 '- LEGEND: C qT 4eu" HEML CK O : ALDER DOUGLAS FIR/PINE MAPLE ,' COTTONWOOD m EXISTING WATER VALVE m EXISTING WATER METER EXISTING FIRE HYDRANT 4 EXISTING UTILITY POLE M� MAIL BOX d EXISTING SIGN --< END OF CULVERT ® EXISTING CATCH BASIN ❑ EXISTING BOLLARD E- UTILITY POLE ANCHOR " STREET LIGHT CHAIN LINK FENCE ° -=- WOOD FENCE . X BARB 1+t�IRE FENCE i!; GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. CURVE TABLE CURVE RADIUS LENGTH C1 50' 21' C2 50' 17' C3 25' 4' C4 25' 6' cs 220' 29' C6 50' 22' C7 50' 11' c8 70' 12' IE = 472.53 IE = 469.68 38.8 LF-12" CPEP ® 3.61 % IE = 467.94 C� R W �i. 0 8 Z IE = 463.92-� / 21.4 LF-12' CONC-� � ® .39%-� IE = 462,98 IE = 461.68 - 18.7 LF-12'CONC------- ® 2.19% IE = 461.27-� 240 1.1 TENTATIVE PLAT OF IE = 495.69 L��ER ^�®\ /� -57.8 LF-12" CONC ® 4;07% (M� V IE = 493.64 RIM = 496.02 A PORTION OF ":I IE = 491.62-S 1. „I IE = 491.72-E NE 1/4, SE 1/4 AND SW 1/4, NE 1/4, SEC. 14, T-N, R--E, W.M. 8.5 LF-12" CPEP 0 24.24% IE = 493.44 KING COUNTY, WASHINGTC�N 3.8 LF-12" CPEP ®U,71% ::.;;..•AND NAIL IN SE 135th clo ~s,ONC IN CASE IE = 491.89 8.7 LF-12" CPEP ® 10,00% LEGAL DESCRIPTION: I.IM = 494.01 TRACT 1, BLOCK 3, CEDAR PARK FIVE ACRES TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF IE = 491.21-S PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. EXCEPT THE NORTH 100 FEET OF THE WEST '�70 FEET AND EXCEPT THE >: �- IE = 491.31-N SOUTH 29 FEET OF IE = 491.36-E THE NORTHERLY 129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET AS PER KING COUNTY .. N ENGINEERING SUBDIVISION NO. 6846, RECORDED UNDER RECORDING NO. 9410250673; i 3 m TOGETHER WITH LOT 2, BLOCK 3, SAID PLAT OF CEDAR PARK FIVE ACRES TRACTS; -o I. AND TOGETHER WITH ALL OF LOT 7, BLOCK 1, AND THAT PORTION OF LU T 6, BLOCK 1, JANNE.TT'S RENTON i30ULVARD TRACTS, cA ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 80, LYING SOU tHERLY OF A LINE BEGINNING ° ' ON THE EAST LINE OF SAID LOT 6, AT A POINT 12.3 FEET NORTH OF THE SOUTHEAST CORNER THEREOF AND RUNNING ' °� RIM = 488.55 WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT 6 AT A POINT 4.8 FEET NORTH OF THE SOUTHWEST CORNER IE = 485.55-S THEREOF AND THE TERMINUS OF SAID LINE AS SAID LINE WAS ESTABLISHED BY JUDGMENT EWTERED JANUARY 29, 1969 IN IE = 485,65-N KING COUNTY SUPERIOR COURT CASE N0. 691199. 128.5 LF-12" CPEP 01 3.25% IE = 483.34 33.9 LF-12" CONC 0 1.15% E = 482.95 I M = 484.28 1-1 IE = 481.33-S IE = 481.53-E IE = 481.38-N 11 RIM = 483.25 .. I E 480 0 = .7 -S .• IE = 480.80-N - 42% 37.4 LF 12" CPEP C� 1 ` S.E. �� ` E 136th ST. . ::.-.,�..:...::....:.::::::.::............................. :::;:::.:::>:....... :::.::.:::: ...., ., FND:NA,L IN - ........................ - - IE - 491.75 r :::.::........................................................................................................................................._- -- - _ - CO1�tC I d.-C ND PIN INN C�::.:::::::::::::................_....................................................................................................................................................... _ - s ............................................................................................................................................................r ........................ _ „ -....�..,..................................................................................................................................................... - MV :::::::.::::::::.-:.-:..-:.:-::::::.:::::::::..-::::.-::::.-::::.::.::.-:::.-•::::::::::.-:::::::::::::-:::::•:::k•:.::::•::.:::.-:::::.-:::.-:::::::::::.-::::.:-_ ............... 38.8 LF 12 CPEP ASP :::::::::::::::::•::. - _, r-..._.......... ::;::....-::;;:......::::::, ::::::::::;-:::•:::::.: :::::•:::::.::.::::::::. HALL DRIVE ASPHALT DRIVE _say i. - _, ....... Y.....:::..:::::::.::::.::_:::::::<•:.::::::::.:.::::. ASPHALT DRib \ �9: - i / `. (\ / I m N 8i"'S8'SQ' W �, ~ RI = 492.83 M ®� _ _ 4 % 323.02' '�� IE 491.13-N a POWER VAULT - - \ / .�,1 t5' \ ,. IE = 490.13-W w '- . to ` - � � 106 � I L r . I` ` 46.6 LF-12„ \ 1 \ ; �em \ F • k II . ) CPEP C� 0.24% SITE INFORMATION: VICINITY MAP SCALE: 1 "=1 /4't A Y-MORROW-POBLETE INC. D LE C 26 A BURN WAY NORTH 7 U AUBURN, WASHINGTON 98002 (253) 333-2206 LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146 RENTON, WA 98057 (425) 228-9750 FAX (425) 228- 7232 LL.�_ _ - _ _ W t- `� J /' ?� , ,1 00 -- ��1� .\r,g650 s.f! _ ;�- --- ` ` I' / ��f �IE = 491.02 PARCEL No.'s 14575t�-0085,-0090/3i� 450-0141 N00°25'21"E F e 7,136 s.f. \, `\ \' 32�#, � „ - 29.01 NQ - / % , 1 „I! , , ACREAGE 1 \ 2.37 ACRES 30� i .N8 7°58'S0* W 200. o� I * / IJ/ 1 h �L'o:/ <� - 1 IIIL 6 WOBB-FE �,`�� R. G, ''.. (I _ ®PEN SPACE ' ENGINEER/SURVEYOR OWNER/DEVELOPER 62 80- Z� f v' I p, 7 0 8 s.f.f, / ,... \ 70' \ 1 /' �� I / -IFn 1'} N N8i38 50 >; - ao3 iz�' ` _ - - o`er- i ' ' NUMBER OF LOTS 11 1. 006,387 s.f.t. - ' _ 29 42'' g' _` - r1; ` 'S87'S0 "1 - I / - p R�7,609 s.f. / // ( "/ I,a,� 25.00' `, zr';> p o / �' 6,859 s.f.f oo `6,4fi8 s.f9t I"� y' PROPOSED ®SED USE 23 5' { i / `\ 1 \ ` _i S--DLD FOUNDATION �\ \ M \ ` �� R`' I / L DRLV , 268 S. f. f ^ ,. \� - T�- - - II : , �_ , �s_ _SANITARY -SEWER 11 _.__ x 38' s - :\f _. l �; , iift lJII� , R 2, \ 1,26 27` \``'R� `-I �r.. � WATER �, 1 �71 2p/ l `? 1 11' N 7A' „W LN . 6<469 -s.f.f `riA �.� 7;0 6 s f. ry tr o .. 3� o ^ - / a ''t �. 01 20 cD 7z. 6, 02's.f.f RAGE 0 th SCHOOL DISTRICT 1 \ ` 112.90' y ,16 63 R_ 80, \ . `_ / "' � � -� c !I I� .-- - - = ; 0.0.0, i17 %95, . - --- (\L�� _ ''°_ - ! \( - 5 1 5� OB" `7g f o\ _ __ 78 _ �\ - ' 4g�_ _ - -- `\ _ _ __ _ - - _ ZONING �p _.._ - L -5' CC 63' N �L5' R=t IgO, gf, zz:2?00 0p,' S 87'5$ 50 E 236.59' per- =0> [L� �, 'GR�_ ,668 S f 4 r� S 06, ." 5 13�TI-1 Sl'� (PROPOSED) 71 � ,,\ \ - a6- - �'' ,,' U) V J �� W ETER t�. a ❑ �FFORM� '� .3 _- ' .�_ �_��' \ \ -- - ,9_ - - „ � w TELEPHONE our �n - - 9-- ' ..=226} 27'.. 60' 0'- " 46 \ 6,302 s.f.t \. �° > 13 - �ZJ_ - __ , 11 . ___ 0 ) I. . ...q... - O_c w POWER 41'3�87/'_--4�� _ N I _ I - \ I , o_°-°_O • ' y ,❑ - \ \ _ rN I---_,�_ _ - P . - \. \ I -- � ,, /-- - - \ I� ,-- hII,� 5s �r ` 6,�8 .f.f 55 \ 1_ ^� 52, ` 0 37 - I FIRE DISTRICT I� 1 049 s.f.f \ \ 6,2U s.f7±- ❑ -~ _- \ r cp 6,,'2 5 s.f.f 7,146 s.f:± 6,302 s.f.f co I��` ` OIL IOUS .�;, I� -- , !I \ 6,244 s.f.f - I� Iir,-- . . -- -- -- , I, 4'. NATURAL GAS r } \ CAP I .11 � 1 ,I ! o' 60' �' 60, so 6 \ �o� _ _ \�'t CABLE TV :. ;.:; . ❑ z 5 m ........... z .......... .... ❑ , I �. \I ¢ ¢ I\ , o , o ` 1 AR o b x o 38 A = G N W I _` :::::::::::..:.................................. BA I \ _ \ o :::::::::::...:. .... w w f I In ,302 s.f.t I pZ RIM = 475.24 _.._ r o -- - � 1 �._ , i \ 51 ` T- - .. = -I j .0 � \ IE = 472.59-S _ _ I138 \ Via` IE = 472.79-N III Z �° 4��._ ±moo- f' �`i;307 s.f.f❑ \ 7 216 s.f.f I ZF` \ -v--❑- v if) _ 1 , _ z �IIo ❑ s❑ -❑ °� r47 - 48 �. \ I 'a . \a ` �` ? \ , 105'. j I o0� CMP C� -12„ I I o 3.74% r I 50., � \ 20' 20' - 39' I I '--sa � ::y .....�. RIM = 475.91 \ io __• 6,3b7__s.f.f 6,307-- s.f. �❑ l o ..i'z`:; . \ a r f co v - - _ ` T I 6,307 SJ. -_ _6,11 �.f f I in 2f`� ?: ...". . `IE = 471.76-S(8" CMP) DIRT DRIVE ' ❑ \ •;::;;:;•: !:.: . ❑ ��, I \ \ ! ! IL-_._` 4621-S(12" CMP) S' � / ❑ \ \ b, v ! ! ! � CIE 471.11-N I� \ 1T 0 �0 I I IE = 469.11 E(36" CMP I - -- __ -°- 60' ❑ 6a; 44' R% O) ! ..:._;-... Nf ) I `� 'v.. % \ ,� 0 4) //'� __. I-16.3 LF-12" CMP h _ - N 88.09' 3_ �' \ ©. �.- - �1 /-Q.o �- l _ 1 _HL 447.-0.1 ❑ p 2 I :a;::.........: ;: -; ',.::::: ®14.05% ��- . N .0 I ( -RIM = 475.35 ` 0 3M ST. ( ROP�6ED) '\ �`, 1 -- - I _ N S.C. 1 P / f� -- \o c �� "\ ��Q -- - I '\ I ? IE - 474.05-N IIII p '240' 1 \ ��\ 29, I ' /� 51 .f.f I `'`'` ``% - / �I `b� w 11 ! �- - -- - -- -�I \ 60' 1 60' 1 L= 6 L �10 >" 122.5 LF-12" CMP ® 1.43% J ° \ 1I1I w - I, ( \ \ I \ - \ \ ' y $;' --IE = 467.62 I, TRACT C 4 /! 45. i 44 aF� __ _ -- - Lf)- - -- ` , III ---- STORM DRAINAGE I \ ; 36,302 s ulz 6, 02 s.f.t �� , � W - ...... - �4e 27,709 s.f.f I _ _ � I I \ ._ [•, o s o � LSD \ ,41,. \ l / 43 ...........:: ............... \ ± ............... ............... ..'.`.". I 9 \ .......... ,( r I s. f. y 1 ................ �.' ( ........_ s - \ 6,4�s.`-, 8 271 - III ° ° °--6- �O' °-O_o-o-o ° -o- \ I, :SHEDt \ �`60 -O -Q o - - �] ; .. _ 60-0-01: 1sP� - -15r} -- -- --- _ _ . --� - N - °__°___ 4EA7 _ 93_ $8°Q9'13'W 59338T -{>s - - - 41' \ ;>> .� _ - I�=456.31 - _ --- _ - - __ _ - _ . YARD DRAIN -, -465-- 11-1 - 30 12" CONCRE __ RIM = 458.10 `h EF y _ f -- ' 457-- -- _ - -- IE = 000.00 --- - - __:1Ef � ! /RIM = 455.81 ___ - I .Ipe,-- 454.36-S __'46 , IE = 454.16-N � zz9sz I A( LA � EXPIRES: 4 APR 03 DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN, WA. 98002 PHONE: (2`.,3)333-2200 FAX: (253)333-2206 Incorporate ENGINEERING - SURVEYING LAND PLANNING 58 SINGLE FAMILY RESIDENTIAL/DETACHED RENTON K.C. WATER DISTRICT NO. 90 ISSAQUAH R4 QWEST COMMUNICATIONS PUGET SOUND ENERGY KING COUNTY FIRE DISTRICT No. 25 PUGET SOUND ENERGY TCI CABLEVISION FL, r4(__(21E� 1J E 10 JUN - 7 2002 K.C. D: _ . . REV. NO. I DATE j OESCRIP77ON I APPROVED CUENT LAKERIDGE DEVELOPMENT P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425)228-9750 ____ ._- PRcuEcr TENTAWE PLAT OF LIBERTY GROVE SITE PLAN DRAWN BY RVL SCALE 1" = 60' D`AWNG 0147OPP 1 SHEEP -,__ APPRO.:2J6� `"'F 22 MAY 02 0V 01470 11 1LUA-ob-izi , u, �?L IE = 495.21 GRAVEL ... DRIVE GRAVEL DRIVE z IE = 492.33---' 22.3 LF-12" CONC---/- @ 2.42% IE = 491.79_1__,� 104.5 LF 12" CONC @ 2.16%. IE = 491.00 197.5 LF 11 Iz UU1141- 30' 0 2.28% IE = 4 -PEP) IN 4 i8M'2 96.24(4" IC GRA W 590-5Z V- CHAIN --LINK -FENCE--- __15L CHAIN LINK FENCE DRI t�j 57' - jO-4 60, 60' 0 :DRIVE, CO 4 :Q. 6,276 s. f. —495--- 7 6,303 s.f.± 0 24 65;547 -s.f. .. ± 5 GARAGE 603 SA, "6,303 s.f.±(-'-! 6,8/94 s.f.± jj� §,146, s;f.± 10 6,303 s. f. 0)l 6,46 s.f.±,,, 0,1 cp ITT LQ' v p IOU 60' UTILITY 0 ACTCE SCT' C4 --- 600 60' 41 - 124 1 I70 s.f.�E 0 S, 88*q34124�11 T C\l bC3 ol E 397,T8 q S.E 135TH'PL. PROPOSEQ) 0 0 Clq Q, 21 4g; 60' 6,71,0/s.f.:bl 60' XkR -1 it L �04'/ 0( 8-- ;0NUHE I E HEIAINING wAff Y # 17 19 20 2 STORY 6,324 s.f.± 0 0 6,303 s.f.±,o 60' _--HE STO]RY 18 6,303 s.f.±ui 6,436 s.f.±, 107, It (D 6,303 21 0 In w L - -,% , f 1 , 19,259 s.f.± R 50 to- 7V. U) 60' 16 -11 60' 1 20, 7 4 6,069 s.f.± 180 IIII j 13/ *w 0 2 STORY l-M_ CT wAy III 1; .tn6,911 S.f.± 15 "1 *_ -_ -, b 6,010 s f# f STORM DRAINAGE 6,112 21,569 s.f.f-- 3 4 5' 9 285' 104' 0 SR IE = 482.21 IE = 488.74 � . S.E. 136th ST. . - II 1;\l . 55.2 LF-12" CMP @ 3.41% IE = 480.43 DATUM CITY OF RENTON - NAVD 1988 BENCHMARK BROKEN BRASS SURFACE DISC ON CONIC ST. SURFACE, FLUSH, CITY OF RENTON BENCH No. 2103, LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 LEGEND: HEMLOCK ALDER DOUGLAS FIR/PINE MAPLE COTTONWOOD ca EXISTING WATER VALVE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING UTILITY POLE MB= MAIL BOX I EXISTING SIGN END OF CULVERT EXISTING CATCH BASIN o EXISTING BOLLARD UTILITY POLE ANCHOR STREET LIGHT 0 CHAIN LINK FENCE WOOD FENCE BARB WIRE FENCE GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 f t. CURVE TABLE CURVE RADIUS LENGTH Cl 50' 21' C2 50' 17' C3 25' 4' C4 25' 6' C5 220' 29' CIS 50' 22' C7 50' 11' C8 70, 12' IE = 472.53 IE = 469.68 38.8 LF-12" CPEP @ 3,61% IE = 467.94 IE = 463.92 21.4 LF-12' CONC @ .39% IE = 462.98 IE = 461.68 18.7 LF-12'CONC @ 2.19% IE = 461.27 240 i6- to� w t-, to 9 Z a TENTATIVE PLAT OF IE = 495.69 57.8 LF-12" CONIC @ 4.07% LIBERTY GROVE IE = 493.64 RIM = 496.02 IE = 491.62-S A PORTION OF IE = 491.72-N -8.5 = LF 12 CPEP 0 24.24% NE 1/47 SE 1/4 AND SW 1/44.,NE 1/4, SEC. 14, T-23N, 19�75E, W.M. IE IE = 493.44 KING COUNTY7WASHINGTON 43 8 LF 12" CPEP @ 0.71 % 0N�' AIL IN SE Mth ST ---'-.'--tONC IN CASE IE = 491.89 8.7 LF-12" CPEP @ 10.00% LEGAL DESCRIPTION: IM = 494.01 TRACT 1, BLOCK 3, CEDAR PARK FIVE ACRES TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF IE = 491.21-S PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET AND EXCEPT THE IE = 491,31-N - SOUTH 29 FEET OF RR129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET AS PER KING COUNTY IE = 491.36-E THE NORTHERLY E ENGINEERING SUBDIVISION NO. 6846, RECORDED UNDER RECORDING NO. 9410250673; rq TOGETHER WITH LOT 2, BLOCK 3, SAID PLAT OF CEDAR PARK FIVE ACRES TRACTS; 0 @ AND TOGETHER WITH ALL OF LOT 7, BLOCK 1, AND THAT PORTION OF LOT 6, BLOCK 1, JANNEITT'S RENTON BOULVARD TRACTS, CA ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 80, LYING SOU_f.HERLY OF A LINE BEGINNING 03 Cn ON THE EAST LINE OF SAID LOT 6, AT A POINT 12.3 FEET NORTH OF THE SOUTHEAST CORNER THEREOF AND RUNNING VAHN 6 128TH Ltd RIDE LO E 15600 CD (D CD uj CD 00 00 C\j Lu Lu �SE FS V) V) ST SE SE 131ST ST 131 V) S E 132ND q D ST PC, - , SE 132ND ST SE 132ND PL C:) C-D ST v' �0 w n S pEl D S C\j C\j ST to < co S C SE 134TH -j ST E 00 x 14 SE C, 135T __to ST SE .36TH ST 10_ SITE. 4c—�-,ti- p L SE 138TH "I SE 038TH PL LJOLK 7 HS TC113n-ru ni ko C:) VICINITY MAP RIM = 488.55 WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT 6 AT A POINT 4.8 FEET NORTH OF Tj4�ERED E SOUTHWEST CORNER SCALE: 1"=1/4'± IE = 485.55-S THEREOF AND THE TERMINUS OF SAID LINE AS SAID LINE WAS ESTABLISHED BY JUDGMENT ENJANUARY 29, 1969 IN IE = 485.65-N KING COUNTY SUPERIOR COURT CASE NO. 691199. x. 128.5 LF-12" CPEP V 3.25% IE = 483.34 3.9 LF-12" CONC 0 1.15% IE = 482.95 RIM = 484.28 IE = 481.33-S IE = 481.53-E IE = 481.38-N RIM 483.25 IE = 480.70-S SITE INFORMATION: IE = 480.80-N 37.4 LF-12" CPEP @Q 42 i S.E. 136th ST. ENGINEER SURVEYOR DALEY- M ORROW- POBLETE, INC. ......... . . ................... ......... . ... .... ........ ............... 726 AUBURN WAY NORTH . ... .. .... ...... .. . :--- FND NAIL IN ................ . .................... —lE 491.75 . . ...................... .............. ........ j= - ..................................... ....... . ......................................... . . . . . . . . . . . . . . . . . . . . . . CONC AUBURN, WASHINGTON 98002 ND PIN _FN . .................. ............................ ":: . .. . . ................................. ............ ............ ........... ..... . . . . . . . . . ..... . ....................... .. .................. .. . .. ................ .. . ............... ... ........... *** * .................... . ..... ......................... . . . . . -12" CPEP ............... ... ...... - ............... . .......... . ........... .............. .............. .. ....... ........ ... ...... �.m.. -2206 _��4kCr- DRtVE ............... . ...... . ... , ... ........ ASPHALT DRIVE A 38.8 LF (253) 333 . . ...... .......... ........... ............. @ 3.61 % ............ f ........... ASPHALT D. . . . . . . . . . . . . . . . . . . . . . . . .. .......... . RIM 492.83 LAKERIDGE DEVELOPMENT, INC. OWNER/DEVELOPER ....... . ... ...... tQ0 'N 8758'5w w N POWER VAULT I AQ%bl 1123.02gi IE = 491.13 P.O. BOX 146 .......... UJ IE = 490.13-W RENTON, WA 98057 '103, 0 (425) 228-9750 f cv 40) 46.6 LF-12" FAX (425) 228-7232 (CPEP 0 0.24% 31 w & �50 S. Ia" IE 491.02 PARCEL NO.'8 145750-0085,-0090/366450-0141 80, 0) W 7,136 sf \ �\ , I.., - 1, 1 1 00 NW25'21"E IN 0. - 6-4,54 -29.01 ACREAGE 12,37 ACRES 30' z LA w6WODD-F "C), / I I OPEN SPACE 0i 70' ....... ..... FIOUSE % A08! ....... ...... N8758'�ao- -4w— NUMBER OF LOTS 58 .... ....... 0 42', 1 8' 1 / _-4,9 ... ...... 24 �o 7,6 0 9 S. 01 28' %w� _001 PROPOSED USE SINGLE FAMILY RESIDENTIAL/DETACHED 6.859 s.f.± RaAbb-s.f.±_ LQ_ FOUNDATION 00 ...... ...... A6%.F I - " ........... Dt�L. .268 -s.f.± • SANITARY SEWER RENTON j 6,564 s.f. R 21' C51�0 ....... .... 01 R2zz V WATER K.C. *,TER DISTRICT NO. 90 3�W Q,40' s, 20' 6,302- f.+ 0- 7,Of 17" L 95' 2.90' --180, %, , - SCHOOL DISTRICT ISSAQUAH, 6 s WRAG E ......... ... ... ...... . .... . . ... 8- 0-90 C4 .......... c. 5 . . . . . . . . . . .. ...... 0?I l,6 6 7 cv ..... ........ 0. S 87'5B!5(?� -E_2�6.59' w 66B s?± __lSkj37TH S_T._(PR70i�O �ED),,, 71 15 IC0-- 3' LLJ ZONING R4 57 .0 OR 0) 3ra. R 4 __ 47i�Y— ___ 6,302 s.f.± TELEPHONE QWEST COMMUNICATIONS ftTE 777-1 cqm. 60" G, 46?, .... ........ a-- �* I -Z -0—C �0 -0-0-0-0,0_0 ................ 13 I >_ -0-0-0 JI POWER PUGET SOUND ENERGY —47" in' ., - --- I W 04 13 - - \ I V) ......... t ............ -16 4 ........ ... 58 FIRE DISTRICT KING COUNTY FIRE DISTRICT No. 25 LO 00 55 b 37 0 r- (0 ........ ...... 6,302 s.f.± ..... ....... 11, 4 617 �4\ 13 (0 1!�049 s.f. 3 - - 2 5�' S.-f.± 1 7,146 s.f.,± . ....... . ........ ..... \�m % ........... OIL flous 6,244 s.f.± �\ 1--, -_ - --I -/G-- __-- - _ -_ NATURAL GAS PUGET SOUND ENERGY FILLER 1 CAP w ....... ... ........ . .... ....... 01 t5- 60'--., CABLE TV 6 0 60' 6 5' TCl CABLEVISION ........... ............ .......... ...... ... .......... z 7 . ...... .. ......... . ................................. ........... ................ ...... ........ ARAG 0 b ............ .... 0 (Cl ....... .... .......... ....... ............... ct� 13 ....... . .............. .......... 6,3:02 s.f.± zig /,---RIM 475,24 -E3- > 38 > IE 472.59-5 F' 0 < -N ... . ..... ....... .. IE 472.79 ........ .. 6,307 s.f.±o ..... ------- 0 tc) Lo 7 16 s.�.± ........ ...... t- __0 11 39.6 LF-12" 105-'.- z ........ ...... ...... .. �`, CMP @ 3.74% 0 0 0 6 46-465,\ - '50, 4f 47 48 s 6,3b7-.-5.f.± 6,307-.f. 20' "20! X RIM 475.91 X)e. 'NIE = 4,71 76--S,'8" CMP) 6,307 s.f.t 611-1 f.l± 0 13 IRT DR -;=�464121-S(12" CMP) .... ........ IVE �RiT .......... . .... 1E, 00 ..... ..... 0 All 'T .......... IE 471.11-N .... ........ f-T4 , 7 . . . . . . . . . . �0 ---60' 469.11 Q36" CMP) 44 . . . . . . . . . . 60' IE 3 . . . . . . . . . . ........ ........... I ......... ............ 0 lb z, ......... . T C CNI . . . . . . . . . . . . . . . . . . . . . . . . .................. ........ ....... 6.3 LF-12" CMP N 88*09a3" I 1 1 IVA, .. .. ....... . W-447.01 .... ...... ........ .. . . . . . . --- @ 14.05% ...... .. .... b at_138TH ST. (PRO— P. ED) RIM 475.35 SK IE 474.05-N 49 '40" - % 60' 60, 51 �S. f.l ........ ..... Q1 122.5 LF-12" CMP 0 1.43% V) 4(R=70'- .......... IE 467.62 TRAGT_ wcw 45 44 .. ........ ............. STORM DRAINAGE— IL ___ -.- --- 6,302 s\f., 6,AQ� s.f.± ....... ........ 1, 27,709 s.f.± 10 4, ....... ........ 0 ....... ... 43 .......... 8,�7 Ir 6,49-4- ± --46 0 13 . . ....... ... 0 0-0 SHED ............ 0 265' 0 0 w R 60 60'-o-o-_o__., - w --- �'NIIWW15_ - 74 o- J U N 7 2002 456.31 --- __ _ __ I-,' - :-, 41 W-593.38' 30 YA DRAIN 12 CONCRE RI 458.10 ----45�- ---- --- --- --- IE 000.00 K.C. D.D.E.S. RIM = 455.81 454.36-S IE = 454.16-N EXPIRES. 4 APR 03 DALE'-MORROW-POIBLETE, INC. 726 AUBURN WAY N. AUBURN, WA. 98002 PHONE: (253)333-2200 FAX: (253)333-2206 incorporate ENGINEERING - SURVEYING LAND PLANNING REV. NO. I DATE DESCRIPTION I APPROVED CUENT LAKERIDGE DEVELOPMENT P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425)228-9750 PROJECT TENTATNE PLAT OF LIBERTY GROVE SITE PLAN DPAWN SrALE By _R - VIL 1" = 60' 0"4"No 01 470PP SHEET t APPRO=J�JL DI . 22 MAY 02 01470 OF TRACTS 1 AND 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET OF SAID TRACT 1; AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET OF SAID TRACT 1 AS PER KING COUNTY ENGINEER SUBDIVISION 'NO. 6846, RECORDED UNDER RECORDING NO. 9410250673; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ADJOINING PARCEL OWNERS (500' RADIU:3) 142305 9009 — David A Nyblom, 13606 158TH AVE SE I EN TON WA 98059 142305 9019 — Marilynn E Carlson, 13616 156TH AVE SE 'RENTON WA 98059 142305 9022 — Robert Moir, 13606 156TH AVE SE RENTON `41A 98059 142305 9042 — Don & Diane Kezeie, 15657 SE 137TH PL `'�.N ON WA 98059 142305 9043 — Don D Milbrath, 15624 SE 137TH PL REN-TOPJ WA 98059 142305 9058 — Mark E & Barbara A Nichols, 13815 160TH AVE SE RENTON WA 98059 149305 9101 — John R & Georgia C Poague, 15111 SE 43RD ST BELLEVUE WA 98006 142305 9104 — Larry E Bryant, 15671 SE 139TH PL RENTON WA 98059 142305 9112 — Don D Milbrath, 15624 SE 137TH PL RENTON WA 98059 145750 0070 — Morris 0 & Holly A Johnson Jr., 2635 REDWOOD ST ANCHORAGE AK 99508 145750 0095 — Steven P & Joann E Lee, 13802 160TH AVE SE RENTON WA 98059 145750 0096 — Edward & Sharon Bowden, 3939 SE 1OTH Pl_ RENTON WA 98058 145750 0097 — Jesse & Erin Thatcher, 13817 162ND AVE SE RENTON WA 98059 145750 0100 — Danny M McNair, PO BOX 18914 SEATTLE Wt. 98118 145750 0101 — Robert C & Carol Lynn Wilmot, 13900 160TH AVE SE RENTON WA 98059 145750 0126 — James J & Deborah McKendry, 16207 SE 136TH ST RENTON WA 98059 145750 0127 — Cristion A & Elisabeth H Bosancu, 13609 164TH AVE SE RENTON WA 98059 145750 0128 — Terry Gene & Dawn Marie Drake, 16223 SE , 36TH ST RENTON WA 98059 145750 0135 — Ann M Nguyen, PO BOX 5111 KENT WA 98064 145750 0140 — Keith L & Ann E Miya, 223 BREMERTON AVE SE RENTON WA 98059 200600 0010 — Steven C & Peri A Muhich, 13420 160TH AVE SE RENTON WA 98059 200600 0020 — Richard A & Michael E Knapp, 13412 160TH AVE SE RENTON WA 98059 200600 0030 — Randy L & Bonnie Horner, 13404 160TH AVE SE RENTON WA 98059 200600 0040 — Don M Bourichter, 14025 176TH AVE SE RENTON WA 98059 200600 0050 — Michael L & Necia C Wainwright, 16025 SE 134TH ST RENTON WA 98059 200600 0060 — John E & Elizabeth A Croonquist Sr., PO BOX 2352 RENTON WA 98056 200600 0130 — Gordon R & Sultana Robertson, 16032 SE 135TH ST RENTON WA 98059 200600 0140 — Robert A & Lori Davies, 14708 30TH AVE NE- SEATTLE WA 98155 200600 0150 — Leonard J Johnston, 16016 SE 135TH ST RENTON WA 98059 200600 0160 — Johnb B & Rosa M Norris, 10516 172ND CT SE RENTON WA 98059 200600 0170 — Peggy Ann Streit, 13512 160TH AVE SE RENTON WA 98059 200600 0180 — Raymond A & Erin D Platz, 14627 160TH AVE SE RENTON WA 98059 200600 0190 — Ronald E Coffin, 16015 SE 135TH ST RENTON WA 98059 200600 0200 — Jolene Maggard, 16023 SE 135TH ST RENTON WA 98059 200600 0210 — Leroy Noss, 15713 SE 128TH ST RENTON WA 98059 200600 0280 — Leroy Noss, 15713 SE 128TH ST RENTON WA 98059 200600 0290 — Linda R Sult, 16022 SE 136TH ST RENTON WA 98059 200600 0300 — Regan Simonson, 16016 SE 136TH ST RENTON WA 98059 366450 0100 — Mary E Hamilton, 15821 SE 132ND PL RENTON WA 98059 366450 0120 — Florence Nott, 15915 SE 134TH PL RENTON `vVA 98059 366450 0126 — Glenda E Johnson, 13425 160TH AVE SE RENTON WA 98059 366450 0127 — Dale H Nott, 13422 158TH AVE SE RENTON WA 98059 366450 0131 — Alvin R & Wendy S Wood, 13403 160TH AVE SE RENTON WA 98059 366450 0132 — Patrick D & Kelly L Behr, 15914 SE 134TH PL RENTON WA 98059 366450 0133 — William Johnson, 15902 SE 134TH PL RENTON WA 98059 366450 0135 — Edward W & Nancy J Hilton, 13414 158TH AVE SE RENTON WA 98059 366450 0136 — James Duke, PO BOX 2262 RENTON WA 98056 366450 0260 — Lucille M Perry, 13426 156TH AVE SE RENTON WA 98059 366450 0270 — Alan G Osgoodby, 13527 158TH AVE SE RENTON WA 98059 366450 0278 — Francis J & Robin J Beckman Jr., 13511 158TH AVE SE RENTON WA 98059 366450 0279 — Bruce S Osgoodby Jr., 13523 158TH AVE SE RENTON WA 98059 430650 0010 — Bradley J Herrin, 16202 SE 137TH PL RENTON WA 98059 430650 0020 — John Lawrence, 16210 SE 137TFI PL RENTON WA 98059 430650 0030 — Eric L & Melissa R Knutson, 16218 SE 137TH PL RENTON WA 98059 430650 0040 — Patty A & Dave L Peterson, 16226 SE 137TH PL RENTON WA 98059 430650 0050 — Michael E & Jennifer K Keene, 16234 SE 137TH PL RENTON WA 98059 430650 0060 — Kelli Conley, 16240 SE 137TH PL RENTON WA 98059 430650 0080 — James Collier, 16235 SE 137TH PL RENTON WA 98059 430650 0090 — Marianne L Wassell, 16227 SE 137TH PL RENTON WA 98059 430650 0100 — Michael S & Debra Collier Kerstetter, 16219 SE 137TH PL RENTON WA 98059 430650 0110 — Michele Haas, 16211 SE 137TH PL RENTON WA 98059 430650 0120 — Raymond E & Maryhelen Grover, 16203 SE 137TH PL RENTON WA 98059 PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS A PORTION OF NE 1/47 SE 1/,47 SEC. 14, T-23N7 R-5E, W.M. KING COUNTY, WASHINGTON VICINITY MAP Scale: 1" = 1 /2 MILEV SITE INFORMATION: DEVELOPER LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146 RENTON, WA 98057 (425) 228-9750 FAX (425) 228-7232 OWNERS PLATT FAMILY REVOCABLE LIVING TRUST, DAVID S & GEORGIA PLATT, TUSTEES 510 E PANORAMIC DRIVE CAMANO ISLAND, WA 98282 (360) 387-1978 VIRGIL E. & WILL.IAM J. BOWEN REVOCABLE LIVING TRUST WILLIAM J. BOWEN TRUSTEE 13644 160th AVE SE RENTON, WA 98055 (425) 255-5807 ENGINEER/SURVEYOR D2 EAUBURN WAY NORTH , INC. NOTES: AUBURN, WASHINGTON 98002 1. TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF AN ACTUAL FIELD SURVEY PERFORMED BY DMP, INC. i (253) 333-2200 FAX(253) 333-2206 IN 6TOBER OF 2001.` PARCEL No.'s 145750-0085, —0090 PAUL E. MORROW P.L.S. No. 22962 ACREAGE 7.89 ACRES 2. PERIMETER BOUNDARY DISTANCES SHOWN HEREON ARE APPROXIMATE. /� 3. ADJOINING STRUCTURES LOCATION AND SIZE APPROXIMATE. OPEN PACE 22,931 SFf 4. ALL PROPERTIES WITHIN 500 F�ET OF THE SITE BOUNDARY ARE ZONED R-4 NUMBER OF LOTS 36 5. STRUCTURES LOCATED ON SITE MARKED "TO BE REMOVED" SHALL BE REMOVED/DEMOLISHED. mo�w+ 6. ALL INFORMATION REGARDING RECORD EASEMENTS AND OTHER DOCUMENTS THAT MAY AFFECT THE QUALITY OF TITLE PROPOSED USE SINGLE FAMILY RESIDENTIAL/DETACHED OF THE SUBDIVISION SHOWN HEREON WAS OBTAINED FROM COMMONWEALTH LAND TITLE COMPANY OF PUGET SOUND, LLC. SUBDIVISION GUARANTEE ORDER No. 900-10090460, DATED DECEM13ER 17, 2002 AND SUPPLEMENTAL REPORT No. 1 DATED FEBRUAURY 6, 2003. PROPOSED DEN 1' 9 4.56 LOTS PER GROSS ACRE 7. SUBJECT TO WATERLINE CONSTRUCTION COSTS AGREEMENT RECORDED UNDER RECORDING No. 8003200605. 8. SUBJECT TO THE RIGHT TO MAKE NECCESSARY SLOPES FOR CUTS OR FILLS RECORDED UNDER RECORDING No. 7908160751. SANITARY SEWER CITY OF RENTON 9. SUBJECT TO THE TERMS, CONDITIONS, COVANENTS AND EASEMENTS, IF ANY, CONTAINED IN KING COUNTY ENGINEERING WATER KING COUNTY WATER DISTRICT N0. 90 SUBDIVISION RECORDED UNDER RECORDING No. 9410250673. 10. SUBJECT TO CERTIFICATE OF FUTURE CONNECTION RECORDED UNDER RECORDING No. 9508301698. SCHOOL DISTRICT ISSAQUAH SCHOOL DISTRICT No. 411 ZONING R4 EXISTING — R6 PROPOSED TELEPHONE QWEST COMMUNICATIONS POWER PUGET SOUND ENERGY FIRE DISTRICT KING COUNTY FIRE DISTRICT No. 25 NATURAL GAS PUGET SOUND ENERGY CABLE TV TCI CABLEVISION DALEY--M}10RROW--POBLE`T'E, INC. 726 AUBURN WAY N. ,AUBURN, WA. 98002 PH0NE: (253) 533-2200 FAX: (253)333-2206 1ENGINEERING SURVEYING LAND PLANNING inccDrporoted D E�7,dWE MAR 112003 K.C. D,O.E.S, REV. NO. DATE DESCRIPTION I APPROVED -------------- M, Cuavr LAKERIWE DEVELOPMENTA1y 04 ,g . P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425)228-9750 PRaEcr PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS SITE INFORMATION DR*N BY _YYL SCALE NTS DR"wN-'01470PPGRCON SR.7 1 01470 of 3 ` 10 MAR 03 A APPRIJ 4tuvT: JO u:..d �e,:istui�.c..au...Y:v�:t,;�kc&�i6, ,,,.:. . , .,., •..� „s „' '�5va�utiG,.:.� a� L, -®V-- loft Iz l 3 a GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) I inch = 60 ft. DATUM CITY OF RENTON — NAVD 1988 r BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 CONTOUR INTERVAL: 2 FEE LEGEND: HEMLOCK �7 ALDER DOUGLAS FIR/PINE MAPLE COTTONWOOD m EXISTING WATER VALVE ® EXISTING WATER METER b EXISTING FIRE HYDRANT EXISTING UTILITY POLE M� MAIL BOX d EXISTING SIGN —< END OF CULVERT ® EXISTING CATCH BASIN EXISTING BOLLARD UTILITY POLE ANCHOR }-9 STREET LIGHT ----- CHAIN LINK FENCE WOOD FENCE --- BARB WIRE FENCE -------- BUILDING LINE (LOCATION APPROXIMATE) EXISTING PAVEMENT SFR SINGLE FAMILY RESIDENTIAL 240 LIBERTY GRO V.F CONTIGUOUS A PORTION OF NE 1/4, SE 1/47 SAC. 147 T-23N, R-5E, W.M. KING COUNTY, WASHINGTON — J F SFR NOTE: RECREATIONAL OPEN SPACE AND STORM DRAINAGE DETENTION ARE BEING PROVIDED WITHIN THIS PLAT OF "LIBERTY GROW CONTIGUOUS" FOR THE PLAT OF "LIBERTY GROVE". APPLICATIONS FOR BOTH PLATS ARE BEING MADE CONCURRENTLY AND BOTH PLATS ARE TO BE REVIEWED CONCURRENTLY. �-- z-- I SFR I II SFR L ---- J L \ SFR \\ DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN, WA. 98002 PHONE: (253)333-2200 FAX: (253)333-2206 incorpora ENGINEERING - SURVEYING LAND PLANNING REV. NO. DATE DESCRIPTION APPROVED CLuavr LAKERIDGE DEVELOPMENT A>� P.O. BOX 146, RENTON, WA., 98057 NFILEC PHONE No. (425)228-9750 PRGVECT PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS SITE PLAN ow1wN er VL SCALE 1 ° = 60' Ll"NO01470PPGRCON SHEET3 L"'E 10 MAR 03 01470 of 3 Tom Iu c,ow. U. 72 4_3.____.. _ � i " 9 °os7 gg�an 1 a a A 4pp 7o O e h J So D w14 �. KCSP 878133 8002250638Lee �i �."v sc ►� ° �.. �� >+ ° LOT 1 14,9f.0dot zo'' v i w 04 187 •.sb.-Tp LLi - v w W 3a.o7 1 4 14 to 89 89 B9 89 b V) v tu v 68-09-Rt W wGZa.l7 fPi 17g.37 ` `I A ry h 4g, Iq ui .� _. - �•f. _ , o Qv �$� W cot > l , 17 4.82 - �,�GGs.G7 y2d} ;qes B < - - V � �C - - ► �, Z v w..1CIS%S._..�?.a��.�4! . _2� hAYT.iKf90 --- +j .` ! L% i 9(�v N 7/yf - - .;1 _�:iY� w� - _ _ [� �9'?s tg 9 90 90 y P%. 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Z �� )0+ t�� 00� 0 90 �y f/1t�a'$j t3 tad '` i o !t►�J a . •. as •� �'o ao ,al �.�.�,• z , rs 't�, ? 1 a „' •, ate ��,° 7 1`t31 a M ao eo e9o.of so-o� eao� >seer� �A �� r _ . _ ,dS T• Q A 0 ;- • � �. J 7d. .S'7:~�bc' t d �. • _____ i 30 iS.90' ""' srxsa+��,�v.' i c.148-737 s9 .$7s ,,r 12.1e30 r 7s,�-9i•�: 'w s, E .��•`4T i~•i. S T. , a ►-a7c- ,ios*.s•r, !'30,6.90 ��9$•'ito L0 LUA PORTION OF THE NE 1/47 SE 1/4 AND SW 1/4, NE 1/4, SEC.14, T-23N7 R-5E7 W.M., L_ _j a G 2 �� KIfvG COUNTY, WASHINGTON r K I � LEGEND: \� I .. 016� I F_ - T \ --486 S FEX.'CB � I { I I I I I SF R I \ S F R \ O N EXISTING WATER VALVE OC RE A�1EL" _:0`14.1 - _ I �i � RIM=,04.28 ( I { I I I I \ \ REL FIRE S 5 I L L EXISTING WATER HYDRANT GUARD ..G;: ' .'. ' - B`� _ 481.33-N& S R I RM 488 D - - - - - - - - J \ 6 I•=491.79 61 7 LF 12" EX. METER IE 1!E.=481.53-E I I '� -� 0300 RINI,486.08(NO LID) I.E.=486.34� 12" CONC .E I \ I CP�P O 10 20 40 p EXISTING FIRE HYDRANT T 3+06 89 S E 6TH ST I SIDEWALK :: :.: _ _ `'� ,n L -1 LE.�484.83-W ._ Q II . :....' S A 1 13 I E 485 64 12' CONC 5 1 � EXISTING UTILITY POLE . •I � =STA: 10+00 160TH AVE. S.E. (SEE WATER,PLANS� - - - : `V I.E.=482.46 I - - - - - - - I.E.a484.88-E 2 I 0260 I ��50 I 1 I SCALE 1 = 40 I.E.=485.18-N(2) I.E.=486.24 12" CONC W 1 I.E.=491.95 0� I I CONTRACTOR TO �� 22.4 LF 12" EX. CONC @ 0.00% E82 1 N 12 14 I 3 0270 �` II . U CONTACT P.S.E. FOR EXISTING MAIL BOX o I.E.=482.46 0290 Ex. 12".'.C4nq. ! 19.4 LF 12 EX. 0 0 =I �E( 6 @ 1.2 % 0280 I.E.=484.86.'..'.'. \ �I POLE & GUY ANCHOR d EXISTING SIGN _ I E 491 82 RELOCATION r .=490.12 = f -� END OF CULVERT LE �.. 1. ,. ELOCA-TE TELEPHONE-CABINEL i. `% - I.E.=482-A-7-----�___ �Q84-` L_ jj�_1__ - � - - - - '- I :�� UNABLE TO FIND END 8.5 1X`A�3- - --------] ____ _ --_ t EXISTING CATCH BASIN INATE W QWEST -- _ - :... _ .... ' RELOCATE STREET LIGHT,-` --------- ---6As - --- cas B .. _---- - -------'::::::::':':':'.::::::: - EXISTING BOLLARD ------------GAS \., \'.I I.E.=491.75 "o 37:4 •E F-'12" EX. CP - -� = =- GAS __---GAS PPROX...LOCATION • 12" WAT�RM.AIt1'.' '..'.'.... ' 'i 'SPHA T I =� -_ =o ----- _ COORDINATE WITH P.S.E. I:• k_ :. I ..---.--. -- ------ ---------GAS _-- GA".'....'.'.'.'.'.'.'.':.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.':.'.'.'.'....... "1 E- EXISTING UTILITY POLE ANCHOR �c-7� LE 482.21 ` IVE t ��. . I � -_--- - ------ --S------- �.G 4'S.' � . � 38.8 LF 12" EX. :. Tr_� _y ;1_ I-- -I --- ---- S...... ... _ . "s.' `i/1TCH-- -----�EL�'r�� IG ._ �...��.. r-- __ - ✓ G-A GAS.._ .................... 1 CPEP @ 3.61% I - 1 I.--'__-_��_ • ._`_ : ASPH Lt ASPHALT I \ `� L 7 GAS' " ' '-� EXISTING STREET LIGHT ACTION. 8 ' ,/ - I - ..... . y CONTRACTOR TO CONTACT UTILITY I'•' I I �� `482_ ` 1 DRIVE t DRIVE i --1 ° '� •:•:•:•::':":':':':'::':' -- EX. CB (TYP.) I _ � t t I / (� 1 o EXISTING CHAIN LINK FENCE cx� Ii. I W `�' I r --14BI `� �� RIM-4 83 LOCATOR AND VERIFY GAS &OTHER 55.2 LF EX. 12" cMP \ I I " - / t �' LT • • . • - • • • • -11i. �kt.�-N EXISTING WOOD FENCE UTILITY LOCATIONS AND RESOLVE O 3.41% I 1 \ \ i.'.'..'. I. p _ �.. 1 ' .: LE.7490:1 �-W X \ CONFLICTS IF ANY, WITH APPROPRIATE EX. CB I -L _\ _ _ 6� , I EXISTING BARB WIRE FENCE i. E. 491.02 ®� `'�----------- EXISTING BUILDING LINE UTILITY CO. PRIOR TO INSTALLING PIPE, i•E.=480.43 ; . :••�� RIM=4 .25_ _ _ i -r 1 \,�� t I _____ > \ { { \ \ \ '.'.'._.:.:.:1 46.6� `L .12" •.X. (LOCATION APPROXIMATE) i IE =4 0.70-5 (TYP. ALL UTILITIES) 216.7LF EX. 12" CPEP I ,� I.E.=4 0.80-N { - \ \ 1 CID O, 4P. I..... I' I I S F R \I S R `\ \ I I L` I EXISTING PAVEMENT DRAINA LD-�SEME T Rec. 950 2�1.416 ® • • • • • •I APPROX. LOCATION EX. I , I I I 00 I {\ & DAENDED,BY Rec. No.'s 1�L0�07 CONTRACTOR TO I :.:.1 -- - sFR EXISTING SINGLE FAMILY RESIDENTIAL IEX. 4" STEEL WATERMAIN I S R �- - J _ _r, �508020Jr18 9802241786 BE CONTACT QWEST FOR I -I ..9 . 0 I 0086 L - - - - -� I 2� A ANDONED \ TELEPHONE RISER I I I L- - - - - - - F , O ' cA \ RELOCATION I 5' DRAINAGE EASEMENTI \ 0088 \ cp \ I 1 CONTRACTOR TO 1 R c 9802 241785 I / ) � \ / g�, tom . � [r ..- CONTACT P.S.E. FOR I I IV �3/"58 50 + �J 1 S F- R POLE RELOCATION _ _ _ - - - - - - - 6 WOOD FENCE 1 1 HOusE \ - - RELOCATE EX. MAILBOX Y N�� \ / \ter, \ \ \ \ I . _ TO BE REMOVED ----------- \ �.'.'.'.. _TO•BE-REMOVED .. ...:.�. �i _ I I FILL EXISTING DITCH TO I ( 1 �� - �\ u v. 2 -- ---- \ - - - - - - - - - - - 0126 PROVIDE MIN. 1' COVER I ' ' '`� ° EX a --� �`� \ I TEMPORARY�OCK \ s r ; I OVER 24" SD PIPE Ii I P,6, -� coNc: CONSTRUC1 6N ENTRANC 'T� BE % 1 9 OUNfJATION \SEE D SHT 18 OF 19 OVEDaNF E "- `- \ LE.=472.53 ( �.. ct" 50LFf TEMPORARY - 7 I' ..: I ..• � -- � \ �--•--- ,•-.z -� � \ �' � � {. \ 12" SD CULVERT y �� \ \ Lil -48 \ UNDER CONSTRUCTION I ��' // �\\ \ \ 4 _ ENTRANCE -'� I.E.=469.68GAR-AGE Tw, I 38.8 LF 12" EX. CPEP • • • • • • @ 3.61 iu.001 ,... �\ ^ l \ \ \ \.� •u� LE.= 7. � I . ••I• I A =L `t�R�IVE� \ �j � � ✓ � ................................ w �''.c\ CD I •-•- I � TWER TRANSFORMER - p - ° -� � ° - ° - ❑ ❑ - ❑ - ° - ° - ° - -- � �-47q.•- _� /- ( 7111 0 $-r ' -- ,_ � •. • • 1 �. _/ \47 1 COMMUNICATION EASEMENT ✓ - r - - _ � - 1 Rea No. 8803230765. \ INSTALL CATCH i -4 72, ,� _• \ BASIN PROTECT 0 1 REMOVE EXISTING -- ; :' / I ❑ \ \ 1 ROCKERY TO BEHIND I .I I I G \(TYP•) \ \ NEW SIDEWALK '...:':': ; ouSE tP' \ •••t �� 1 / ••' 1 1 W W O \ \ \� I OO.i �� `OIL FILLER I I ❑ °gym ` .. \ I.E.=463.92 I RESRICTIONS FOR SENSITIVE AREA TRACTS & SENSITIVE AREA BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND'ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSMVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. 2 \ :1 CA �•::� =r:° \ r �, -468 :1,950LF ORA GE SENSITIVE \ I 0010 , ^ 0020 : g o Ii / / _ q ❑❑�❑I \) \ , �,H�P�7.'1'� \\\\ � - �} A• � '�!I II WN\ : \ ;II. .: : : ;;III I►� I I { E��TACS_IN_LEBDJ4 LF-12 CONC �GARAGE AFENCE .39% ......., PYRAMID MON AT EDGE .... OF PAVEMENT::::: 40LF SILT FENCE/ �T .4....... �9 PE REMOVED SF RIM=4 5.2INSAL-CATCH CLFA�ING LIMITS _72:79II_ BASIN ROTECTION. I I.E.=479- ,N<`C', tM o.,-®' 1 <❑ L 39.6 LF ' 4 RIM-475.91() 74a12" EX. IE=471.76- (8" CMP) I.E.=469.21i(12 � CMP) _ - _ I I �•`•lD' ( - - _ _ _ _ - _ \ � ./.-'--i:.EE..==�47691..11-TAL MANEN DIRT DRIVE - SEN ITT AREA SIGH VERY - --- VLl LF-.2"QONC - - ❑ 50' L e G 25' BUFFERILIX s R. ❑ ❑ - ❑ - - - ❑ (SEE AIL SHT. 18 19) / % , t e��.o �o ❑ -off,--❑ °-❑- 1� a 10 P ESTRI N I.E.=461.27 I r•' ' I - / Z - - �� ! \ - I 16.3 LF 12" EX. CMP I ( TRACT'B' - - Q WALK Y EAS M NT • : ! © 14.05% L - d TR. L STORM POND EXISTTLAN� \ �� : TEMP. RISER -� \ . . . . - I s8 :::�� DETAIL SEDIMENT POND I fp _ ❑ •� \ RIM 475.35 - - - - - - 'il �n I I.E.=474.05-IN SECTION SHT 18 OF 19) I 1.....-::.:', - _ - - _ \, • • ` : ' I 1 I , l'..'.'1'.'. • •, \ / \ J 22.5 LF 12" IEX. C� P '-\- - - ENSITI ' .'." I \ REMOVE EXISTING- 4. -.o0 1 _ AREA TR�,C . •.• .... - - - 1 INTERIOR FENCES, �. . • I (TYP.) \ REMOVE EXISTING I• I I \ \ BOARD FENCEco ' i I : ::::: 1 - ❑ \ ` I.... ....� \ I L I ,n II... .....I 1 } �.:... ..'..I E.=455.- - ❑ Pr7-ir7r�� I I ❑--❑ _ -❑ _ \ ❑ -' APPROX. LOCATION EX. ''WATERMAIN 0120 -� / ROUGH OUT PERMANENT I ,`' I- - - N8 \ --5WZ91464-/ -464- POND FOR TEMPORARY SEDIMENT POND I3+ � I INSTALL ALL PROPOSED CONVEYANCE FACILITIES SOUTH OF I DETENTION FACILITY. (SEE I I1 I CONSTRUCTION SEQUENCE IN SHEET 18 OF 19) ' (A I , I I TR. M ' 36.1 LF-1r2"CON%-� I I 1 1 74.1 LF 12" Er. CONC I U095 TEMPORARY INTERCEPTOR 0 2.909 I I SWALE W/ ROCK CHECK EX. CB - L - -� DAMS ® 50' O.C. - RIMF455.81 Lj FENCE ENCROACHMENT WILL BE RESOLVED TO (SEE DETAIL SHT 19 OFT9) I. .Er454.16-N S F R i THE SATISFACTION OF KING COUNTY D.D.E.S., L.U.S.D. OR ENCROACHMENT AREA WILL BE II CONVEYED TO THE ADJOINING PROPERTY PRIOR S F-F -51L8+F-1-2"a=GONG--� TO THE RECORDING OF THE FINAL PLAT. I 0 3.21% F - THE EXCLUSION OF THE ENCROACHMENT AREA I FROM THIS PLAT DOES NOT RESULT IN- - EX. CB I I I---------J RIM=454.70 c _n�z nn-r SUBSTANDARD LOTS OR IMPACT PROPOSED LOT DENSITY. " _y ti• •� •rr I.E.=467.62 12 ,A\kA L DALEY-MORROW-POBLETE, INC. q� 726 AUBURN WAY NORTH - W y AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 Z , OAST E ENGINEERING��ILD L.AND PLANNING incorporated EXPIRES 9 JAN 2006 STAMP NOT VALID UNLESS SIGNED & DATED NOTE: 1. IN LIEU OF THE ORANGE SENSITIVE AREA FENCE AND THE SILT FENCE AROUND THE SENSITIVE AREA TRACT, THE CONTRACTOR HAS THE OPTION TO USE ORANGE COLOR SILT FENCE. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH KING COUNTY D.D.EIII.S. � � �%" IQ&Z H! SANDERS, P.E. DEVELOPMENT ENGINEER Comments: IIS/o,r- Compl. tion Date Co pletion Date Cdbs- Approvdl Date REV, NO. I DATE I DESCRIPTION I APPROVED CIJENT LAKERIME DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425) 228-9750 PROJECT PLAT OF LIBERTY GROVE AND LIBERTY COVE CONTIGUOUS UBERTY GROVE CONTIGUOUS GRADING AND T.E.S.C. PLAN DRAWN BY SCALE . DRAWING H.D.O. 1 =40 01470ENG SHIFT 17 APPROVE' ,•L.D• DATE 4 27 05 JOBS 01-470 of is IL\Projects\01-470 LIBERTY\dwq\01470ENG.dwq 5/4/2005 1038152 AM PST EROSION SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS EROSION AND SEDIMENTATION 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 IMPLEMENTATION 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 FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE 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 PROPER 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 AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTIION 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 PAVED 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 ULAMATELY 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 OFTHE PERMANENT FACILITY. 13. WHERE STRAW 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 DDES INSPECTOR. THE DDES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FAILITIES. CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. FLAG AND INSTALL PERMANENT SENSITIVE AREA SIGNS ALONG WETLAND BUFFER PER KING COUNTY DIRECTION. 3. FLAG CLEARING LIMITS. 4. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 5. INSTALL CONSTRUCTION ENTRANCES. 6. INSTALL PERIMETER PROTECTION. 7. CONSTRUCT PROPOSED DOWNSTREAM FACILITIES ALONG 160TH AVENUE SOUTH FORM THE SEDIMENT POND INSTALL CATCH BASIN PROTECTION PER PLAN. 8. INSTALL DOWNSTREAM CONVEYANCE FACILITIES FROM LIBERTY GROVE SEDIMENT POND. 9. BEGIN CONSTRUCTION OF SEDIMENT PONDS. 10. BEGIN CLEARING AND GRADING. 11. CONSTRUCT INTERCEPTOR DITCHES PER PLAN. 12. INSTALL UTILITIES. INSTALL CATCH BASIN PROTECTION PER PLAN. SEDIMENT POND IN LIBERTY GROVE MAY BE REMOVED IF CONVEYANCE FACILITIES TO THE SEDIMENT PONDIN LIBERTY GROVE CONTIGUOUS IS IN PLACE. 13. FINISH GRADE AND BEGIN PAVING. 14. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 15. 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. 16. 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. 17. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 18. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 19. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 20. CONVERT SEDIMENT POND IN LIBERY GROVE CONTIGUOUS TO PERMANENT DETENTION POND PER PLAN. 21. CLEAN SITE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR rnnverIT Tn e-r�.-.. �....��.. - --,-- POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE EXIST. GROUND EXIST. GROUND .. Dew% w0� z j� w ? a �j� j0� in �Ow NOTE: 2"x2" BY 14 Go. WIRE C' EQUIVALENT, IF STANDAf STRENGTH FABRIC USED FILTER MINIMUM 4"x4" TRENCH- BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT 12" MININIMUM f GEOTEXTILE 100' •...........•4...fee ...•.••.•..•.. . •• •• •• : • •. • • • ; . • R � • R• MAINTENANCE STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. SILT FENCE with LINEAR TRENCH N.T.S. PUBLIC RIGHT-OF-WAY EXIST. PVM'T. i a- o U 4- Z mc O --� 0 NwOQ �mVI- U-1 mezzo u-ifnYO Q 0 O C °°° o� 0°°00 00 n° onn0 °nm AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R.O.W. PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD, STABILIZED CONSTRUCTION ENTRANCE N.T.S. ATTA( POST 5/16 LAG E WASH V TO GRADE - PRE-PRINTED PLASTIC SIGN 8'- 4x4 CEDAR OR PRESSURE -TREATED POST SET 3' INTO HOLE WETLAND SIGN INSTALLATION DETAIL N.T.S. d RIPRAP SHALL BE REASONABLY WELL GRADED ASSORTMENT OF ROCK WITH THE FOLLOWING GRADATION: MAX. STONE SIZE = 12" MEDIAN STONE SIZE = 8" MIN. STONE SIZE = 2" ROCK -LINED SWALE TYP. X-SECTION N.T.S. CROSS SECTION ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6" MIN. I CHECK DAM SPACING L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION ROCK CHECK DAM N.T.S. )CK (TYP.) STANDARD STRENGTH FILTER FABRIC \ GRATF vp ° e d d LTV CATCH BASIN d dp O \\ p 40 d \ _14 > ° d a NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. MAINTENANCE STANDARDS: 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE. 2. REGULAR MAINTENANCE IS CRITICAL UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. FILTER FABRIC INLET PROTECTION N.T.S. RISER PIPE (PRINCIPAL SPILLWAY) OPEN AT TOP WITH TRASH RACK POLYETHYLENE CAP PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER MIN. 2" LARGER THAN DEWATERING ORIFICE. TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 12"0 CMP RISER J� 452.50 WIRE -BACKED SILT FENCE. 7 1 /4 0' STAKED HAYBALES WRAPPED DEWATERIPIG WITH FILTER FABRIC, OR ORIFIE EQUIVALENT DIVIDER CREST OF EMERGENCY SPILLWAY EL= 462.50 CNTRL MANHOLE (SEE DETAIL SHT.11) 1' MIN-1 e WATERTIGHT CO UPU G 3"0 MIN. SCHEDULE 40 ;TEFL STUB TACK LI 18" SD MIN. TOP OF POND EL= 463.00 D 0.5' 18" SO CONCRETE BASE 18" MIN. DEPTH x 24" MIN. DIA. TO CB No. -� LIBERTY GROVE CONTIGUOUS ,0 24" MIN. SEDIMENT POND CROSS-SECTION DETAIL N.T.S. RISER PIPE (PRINCIPAL SPILLWAY) OPEN AT TOP WITH TRASH RACK POLYETHYLENE CAP PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER MIN. 2" LARGER THAN DEWATERING ORIFICE. TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 12"0 CMP RISER 481.00 479.50 -` EMERGENCY OVERFLOW W.S. EL=485.7 WIRE -BACKED SILT FENCE. TOP OF BERM 1 7/8-0STAKED HAYBALES WRAPPED EL=486.00 WITH FILTER FABRIC, OR DEWA RICE EQUIVALENT DIVIDER ORIFICE CREST OF EMERGENCY SPILLWAY EL.= 485.50 1' MIN71 -WATERTIGHT COUPLING 4"0 MIN. SCHEDULE 40 STEEL,,STUB TACK WELD TEMP. 12" CMP MIN. 6' WIDE BERM MIN. TOP OF POND EL= 486.00 0.5' ///\ -b� I 3 1 = I CONCRETE BASE RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 18 MIN. DEPTH x 24 MIN. DIA. TO CB No. 43 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL LIBERTY GROVE GRADED WITH ROCK GRADATIONS AS FOLLOWS: * MAXIMUM STONE SIZE 8" SEDIMENT POND CROSS-SECTION DETAIL 1' MIN. DEPTH ROCK () MEDIUM STONE SIZE 6 MINIMUM STONE SIZE 2" LIBERTY GROVE EMERGENCY SPILLWAY DETAIL N.T.S. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION ARID NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTHjj N.T.S. mrar�r I:\Pro lects\01-470 LIBERTY\dwo\01470ENG.dwq 5/3/2005 4110,00 PM PST 0260 I 0 I f 0278 I I f 0 I I 1 1 I I I REV. NO. EXPIRES 9 JAN 2006 STAMP NOT VALID UNLESS SIGNED & DATED ,4 00 I 1 I 0127 I 0120 Oi26 I 0010 w 5WR I I I 5' CHAIN L K FENCE 5' CHAIN LINK FENCE TRACT 'A' —, _ — 00 _ =�_ _ �— o O 136th SRO' -T ® ® .�. STREET TREE TOTALS: PLAT COUNT LIBERTY GROVE 42 LIBERTY GROVE CONTIGUOUS 67 TOTAL 109 STREET TREES SHALL BE PACIFIC DOGWOOD "OR EQUAL" FROM K.C. APPROVED UST. STREET TREES SHALL BE SPACED APPROXIMATELY 40' O.C. OR AS SHOWN ON THE PLAN HOWEVER, ADJUSTMENTS MAY BE MADE TO ALLOW INSTALLATION OF UTILITES, DRIVEWAYS, ETC. 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. NEW TREES SHALL BE LOCATED AS SHOWN. ADJUSTMENTS TO BE MADE IF CONFLICTS WITH OTHER UTILITIES OCCUR. TREES SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT THE VIEW OF ANY STREET INTERSECTION, DRIVEWAY, OR VISIBILITY OF ANY TRAFFIC CONTROL DEVICE OR SIGN. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENACE, COMPATIBILITY WITH OTHER UTILITIES AND TRAFFIC SAFETY ARE DULY CONSIDERED. TREES SHALL BE STAKED IN A MANNERNOT TO OBSTRUCT THE SIDEWALK TRAFFIC. ON BUS ROUTES PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING PHONE 684.1622 SEE SEC. 5.03 KING COUNTY D.D.E.S. Re I� i w Qineer JA H. SANDERS, P.E. ESOPMENT ENGINEER Comments: DESCRIPTION I APPROVED DALEY-MORROW-POBLEM, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 Com leti n Date Comple ion Date LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425) 228-9750 H 11�� 020 50 SCALE 1" = 50' PLAT OF LIBERTY GROVE AND UBERTY GROVE CONTIGUOUS ENGINEERING -SURVEYING Q STREETSTREETTREE PLAN D LAND PLANNING incorpOotod DRAWN BY H.D.O. SCALE 1"=50' ORAWI"'01470ENG SHEET APPROVED M.L.D. DATE 4/27/05 `108 01-470 OF — I I I I 9 01 I I I I ! 8 01 I I I I I I 7 OC I I Iwago T I 6tOO z I I 1 I I 5 00 I I I T i 4 00 i I I I 3+00 A PORTION OF NE 1/4, SE 1/4 AND SW 1/4, NE 1/4, SEC.147 T-23N7 R-5E W.M. KING COUNTY, WASHINGTON SIDEWALK NEXT TO VERTICAL CURB FIRE HYDRANT OR 2.5 UTILITY POLE 5' MIN. 40' C. MAX. i Ni =<5PSID��A 3 0180 I 10' MIN. 50' MIN. I I I LUMINAIRE 1 15' MIN. 50 MIN. I � I I + SIDEWALK-}- + 0 v �: r 2 vl� — — — — 0170 VERTICAL CURB LINE AT INTERSECTION 1 >L I 0160 STREET TREE LOCATION DETAIL 1 N.T1S. a 15 I I I I I STA:13+06.89 S.E1136TH ST. 0300 I I I I 10 I =STA: 10+00 160TH AVE. S.E. I i 14 I 13 270 mI 11 0260 I 0250 0290 I I I —°��.,�® I � 0280 oc o S.R. 136th ST" O O O O In I O O co T O O I I 0040 i t � I I I I 0128 2s 00 I — 0126 I J �- I` \\ rr— F' e �- �A r 24 I 00 I I I 1 23 00 — I I 1 2 Q 0020 I 00101 <� ,^ I FND TACK IN LEAD IN PYRAMID MON AT EDGE i <�•` OF PAVEMENT I 3 0030 ?2 00 S.R. 137w PLO I I I 1 ( I I I 0110 I 10 11 0100 012012 I I SHEET F D\Projects\01-470 LIBERTY\dwq\01470ENG,dwq 5/4/2005 11126145 AM PST I ° a d ° a a 4_ n TRACT "B" RECREATIONAL SPACE PLAN 1. TOTAL AREA REQUIRED: (24 LOTS) x (390sf/LOT)= 9,360 sf TOTAL AREA PROVIDED= 9,360 sf 2. TOTAL PLAY AREA REQUIRED: (24 LOTS) x (45sf/LOT)= 1,080 sf TOTAL PLAY AREA PROVIDED= 1,200 sf 5' — 12'±—TYP LEYLAN CYPRESS 7 ° 5' — TY 0 OI � O 20't—TYP STREET TREES O � 74.9' a S.E. I 35th RECREATIONAL SPACE PLAN NOTES: RECREATIONAL FACILITIES CONSTRUCTION NOTES: 9 r_/_7 7- 7-1 10't—TYP V LEYLAN CYPRESS �. 74.9' � GAf COMMUNITY PEA PATCH (29000 sf f) O 4 / REMOVE REMOVE O �k�z o 0 0 20' N N TRACT B REC. SPACE P LA, N SCAIL-E. I 1 0 PLAY AREA st 6 (1,080sf rain) 44 - - ° ° ° a a PL PRO PoS..ED). O PROVIDE PLAY FACILITY — PACIFIC OUTDOOR PRODUCTS WS-573 OR EQUIVALENT O COMMERCIAL PICNIC TABLE — PACIFIC OUTDOOR PRODUCTS PT-35 OR EQUIVALENT O PROVIDE BENCH— PACIFIC OUTDOOR PRODUCTS BP-25 OR EQUIVALENT ® PROVIDE A 2,000sf MIN. AREA COMMUNITY PEA PATCH. CONTRACTOR TO PROVIDE A MIN. OF 12" CLEAN TOPSOIL WITHIN PROPOSED COMMUNITY GARDEN AREA. 50 PROVIDE GRASS SEEDING WITHIN THIS AREA GENERAL CONSTRUCTION NOTES: PROVIDE A 5' PAVED WALKWAY FROM THE BACK OF THE SIDEWALK TO THE PLAY AREA �7 AREA WITHIN PLAYGROUND EQUIPMENT AREA TO BE SURFACED WITH 4" HOG FUEL 10/ STREET TREES TO BE PROVIDED AS A PART OF ENGINEERING PLAN APPROVAL & BONDING /g 6' HIGH CEDAR FENCING BETWEEN LOTS 4 THROUGH 9/TR "B" BOUNDARY FENCE TO BEGIN 20'f FROM ROW. THIS FENCING WILL BE INSTALLED AT THE TIME THE HOUSES ARE CONSTRUCTED AND IS THEREFORE NOT A BONDING ITEM FOR THE REC. SPACE PLAN. 6' HIGH CEDAR FENCING BETWEEN LOTS 4 THROUGH 9/TR "B" BOUNDARY FENCE TO BEGIN 20't FROM ROW. THIS FENCING WILL BE INSTALLED AT THE 11ME THE HOUSES ARE CONSTRUCTED AND IS THEREFORE NOT A BONDING ITEM FOR THE REC. SPACE PLAN. GENERAL NOTES: 1. THE EQUIPMENT (STRUCTURES, BENCHES, PICNIC TABLES, ETC.) SHALL MEET AT A MINIMUM, CONSUMER PRODUCT SAFETY STANDARDS AND BE APPROPRIATELY ANCHORED. 2. WALKWAYS SHALL BE CONSTRUCTED OF A MATERIAL AND GRADE THAT IS AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBLE. WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM 2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE W13E. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. 13 MM (0.5 IN.) OIAM. PLASTIC HOSE GALVANIZE? WIRE OR CABLE TWIST WIRE TO TIGHTEN. 240 x 40 MM (1.5 x 1.5 IN.) E HARDWOOD STAKES OR OT-IER 8 APPROVED STAKE MATERIAL ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0,5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAK-S SHALL BE REMOVED NO LATER THE END OF THE FIRST GROPING SEASON AFTER PLANTING. TREES NORMALLY 00 NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL. OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FCLLOWINC ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOP, - QUALITY ROOT BALLS 03 ROOT BALLS THAT HAVE BEEN RACKED OR DAMAGED. REJECT RATHER THAN STAKE o TREES THAT HAVI: GROWN TOO CLOSE TOGE-HER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. 0 ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOL. STAKING ADVISABLE. o TREES LOCATED !N A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. NOTES 1. PLEASE REFER TO INTRODUCTION MID USE CRITERIA PRIOR TO USING THIS DETAIL. TREE STAKING DETAIL - TREES 75MM (3 IN.) CALIPER OR LESS DO NOT HEAVILY PRUNE THE TREE AT PLANTING.. PRUNE ONLY CROSSOVER UMBS CO -DOMINANT LEADERS, AND BROKEN OR DEAb BRANCHES. SOME INTERICR TWIGS AND LATERAL BRANCHES MAY 3E PRUNED' HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF STANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONL'l UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL MARK THE NORTH .SIDE OF THE THE IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVER —THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. / OF THE ROOT BALL. TREES WHERE THE TRUNK MULCH RING FUdtE IS NOT VISIBLE SHALL BE REJECTED. SET TOP OF ROOT BALL_ FLUSH TO 1000 M (6 FT. DIAM. MIN. DO NOT COVER THE TOP OF THE ROOT GRAD- OR 25-50 MM ft-2 IN.) 400 MM (8FT.) DIAM. PREFERRED ALL WITH SOIL. HIGHER IN SLOWLY ORA NING SOILS. 2C0 MM (8 IN.) + + +100 MM (4 IN.) HIGH EARTH SAUCER �'' I�I�ItIII'' ++ I + BEYOND EDGE OF ROOT BALL. 50 MM (2 IN.) MULCH, DO NO PLACE MULCH INN CONNTACT WITH TREE TRUNK. + + + + + + + REMOVE ALL TWINE, ROPE AND WIRE, AND AA MIMIMUMHOFMTHREEIyYEARSFAFETEEROR "+'+'+'+"� �'+'''''+'+'+ '''' +I+�+'+'+'r'+'+'+'+I+' BURLAP FROM TOP HALF OF ROOT BALL PLANTING. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT EALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. NOTE: FOR DI) ENSIONS OF OR TAMPEEDTSOILL ON UNEXCAVATED PLANTING ARVS TYPES OF SOIL AMENDMENTS 0� SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL SEE 'SOIL 1UPROVEMENT DETAILS.- RASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES I. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. THE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES NOTE: THIS DETAIL ASSUMES THA- THE PLANTING SPACE IS LARGER THAN 2400 MM (B FT,) SQUARE, OPEN TO THE SKY, AND NOT COVERED 3Y ANY PAVING OR GRATING, PLANTING SCHEDULE SYMBOL PLANT NAME QUANTITY SIZE LEYLAND CYPRESS THUGA PLICATA 23 5'-6' KING COUNTY - LANDSCAPE PLAN APPROVED DATE ICING COUNTY RECREATION PLAN APPROVED DATE REVISIONS BY REV#1 REV#2 REV#3 REV#4 REV#5 .Ilk � OD ._ M cl n ^ Z OD ld OD O n �j L O L U O 0 'oN pp O C C G _j �u N OD � e IQ0D roV) N L0 (U O X t+ a t NORTH DATEI 7-04 SCALE: DRAWN: -- JOB1 '- SHEET: 1 of 1 R E. c E E LIBERTY GROVE D JUL 302004 RECREATION K.C. D.D.E.S. SPACE PLAN ❑F - SHEETS r% % S.E. 1 4 4 -- . a � zv�� d Q d 1 12'±-TYP LEYLAN CYPRESS 0 d 4: a • Sl XISTIN •o PICNIC AREA/ 100 1 —� 5 1 i PLAY .MELD 50'x100' O o 5 PLAY ,AREA n = 2, 3.�.C�� sf ,( O (lt620s-f MIN)3 � 5 100' 25' � 9 TRACT $'A" RECREATIONAL SPACE PLAN NOTES: RECREATIONAL SPACE PLAN RECREATIONAL FACILITIES GENERAL NOTES: 1. TOTAL AREA REQUIRED: O PROVIDE PLAY FACILITY - PACIFIC OUTDOOR PRODUCTS © PROVIDE A 5' PAVED WALKWAY FROM THE BACK OF WS-573 OR EQUIVALENT THE SIDEWALK TO THE PLAY AREA (36 LOTS) x (390sf/LOT)= 14,040 Sf O COMMERCIAL PICNIC TABLE - PACIFIC OUTDOOR PRODUCTS 07 AREA WITHIN PLAYGROUND EQUIPMENT TOTAL AREA PROVIDED= 22,931 Sf PT-35 OR EQUIVALENT AREA TO BE SURFACED WITH 4" HOG FUEL OPROVIDE BENCH- PACIFIC OUTDOOR PRODUCTS ® STREET TREES TO BE PROVIDED AS A PART OF ENGINEERING PLAN APPROVAL & BONDING 2 TOTAL PLAY AREA REQUIRED: BP-25 OR EQUIVALENT O 6' HIGH CEDAR FENCING BETWEEN LOTS 5 THROUGH 8/TR "A" BOUNDARY® PROVIDE A 30 x 60 SPORT COURT WITH BASKETBALL FENCE TO BEGIN 20'f FROM ROW. THIS FENCING WILL BE INSTALLED (36 LOTS) x (45sf/LOT)-- 1,620 Sf HOOPS AT ONE END. COURT TO BE HARD SURFACE AT THE TIME THE HOUSES ARE CONSTRUCTED AND IS THEREFORE WITH STRIPING. NOT A BONDING ITEM FOR THE REC SPACE PLAN. TOTAL PLAY AREA PROVIDED= — — — Sf O PROVIDE GRASS SEEDING WITHIN THIS AREA C-1 O tV m O H- m cn i dd 4 •dd m 4 PLANTING SCHEDULE W13E OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM 2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT, PLASTIC HOSE SHALL BE L014G ENOUGH TO ACCOMMODATE 35MM (1.5 IN., OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. 13 MM (0.5 I•V.) DIAM. — PLASTIC HOSE GALVANIZD) WIRE -OR CABLE TWIST WIRE TO TIGHTEN. 240 x 40 MM (1.5 x 1.5 IN.)"I± E HARDWOOD STAKES OR OTHER g v APPROVED STAKE MATERIAL 8T ALL STAKES SHALL BE DRNEN OUTSIDE THE EDGE OF THE ROOT BALL ASSURE THAT THE BEARAG SUR-ACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MIA (0.5 IV.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST GROWINS SEASON AFTER PLANTING. TREES NORMALLY CO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING 'SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FCLLOWING ARE REASONS WHY TREES 00 NOT REMAIN STRAIGHT. o TREES WITH POOR - QUALITY ROOT BALLS 03 ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAIE GROWN ;OO CLOSE TOGE"HER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. o ROOT BALLS WITH VT'RY SANDY SOIL OR VERY WET CLAY SOL. STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADV SABLE. NOTES 1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. r1 TRCE STAKING DETAIL — TREES 75MM (3 IN.) CALIPER OR LESS 00 NOT HEAVILY PROVE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS CO -DOMINANT LEADERS AND B60KEN OR DEAD BRANCHES. SOME INFERIOR TWIGS AND LATERAL BRANCHES MAY-3E PRUNED- HOWEVER CO NOT REMOVE THE TERMINAL BOOS OF BWCHES THAT EXTEND TO THE LOGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANOSCAI'E ARCHITECT SEE Sr ONG DETAL WRAP TREE TRUNS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE -WRAPPING DETAIL MARK THE NORTH SIDE OF TI-E THE IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVER %THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. / OF THE ROOT BALL TREES WHERE THE TRUNK M LCH RI G FLARE IS NOT VISIBLE SHALL BE REJECTED. SET TOP OF ROD' m FLUS-i TO 1800 MM ) FT,) DIAM. MIN, DO NOT COVER THE TOP OF THE ROOT GRAD-- OR 25-50 MM (1-2 IV.) 400 MM (8 D4 PREFERRED BALL WITH SOIL HIGHER IN SLOWLY DRAINING SOILS. 2CO MM (8 IN.) 100 MM �4 IN.) HIGH EARTH SAUCER 50 MM (2 IN.)_MULCN. DO NO PLACE , ,�,�,� �;�, BEYOND DCE OF Po)OT BALL. NN VV�I � +,�+,+, MULCH I CO AI T WITH TREE TRUNK. ��+i' t�' REMCVE ALL TWINE, ROPE AND WIRE, AND MAINTAIN THE MULCH WEED -FREE FOR , , , , , , , �,�,�+�+� �+� +�+�+�+��,�,�,�,�, +�+++ BURLAP FROM TOP HALF OF ROOT BALL A MINIMUM OF THREE YEARS AFTER + +�+�+� PLANTING. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE WKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. NOTE: FOR DIMENSIONS OF PLACE R TAMPED SOIL ON UNEXCAVATED PLANTING AREAS TYPES OF SOIL AMENDMENTS Off SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL SEE "SOIL IMPROVEMENT DETAILS." BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. ,VOTES 1. PLEASE REFER TO INTRODUCION AND USE CRITERIA PRIOR TO USING THIS DETAIL TREE PLANTING DETAIL — B&B TREES IN ALL SOIL TYPES NOTE: THIS OETAI_ ASSUMES THA' THE PLANTING SPACE IS LARGER THAN 2400 MIA (e FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED 3Y ANY PAVING*OR GRATNG. SYMBOL PLANT NAME QUANTITY SIZE LEYLAND CYPRESS THUGA PLICATA 36 5'-6' KING COUNTY LANDSCAPE PLAN APPROVED l -� TE i DA REVISIONS BY REV#1 REV#2 REV#3 REV#4 REV#5 INS S1 T OD � M ter'., Z 0 0 OD OD 0 L 0 — 0 'p pp o C J M N OD � d M N (tU IL fU scd a. L_ U CD O z � O 0 M -� O LD z � _ W f- O F7 � � z W H LL- W U . LD L-1 LD D � LLJ W pq U \y/ NORTH KING COUNTY — RECREATION PLAN DATE- 6-04 APPR®.yED SCALEi 1u=10' (�2 . ( DRAWNt —_ JOBI SHEET; 1 of 1 flEC HVE DAYBREAK JUL 30 2004 RECREATION K.C. D.D.E.S. SPACE PLAN OF 11 SHEETS L ® 0 - I -z I - FT �ener� I Btructural NoteB (THE FOLLOWING APPLY UMLE55 SHOWN OTHERWISE ON THE DRAWINGS) ALL MATERIALS, WORKMAN5HIP, DE5I61 AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDIN6 CODE (IBC), 2003 EDITION. DE5I6N LOADIN6 CRITERIA: SEE 6EOTECHNIGAL SECTION STRUCTURAL DRAWIN65 SHALL BE USED IN CONJUNCTION WITH CIVIL DRAWINGS FOR BIDDIN6 AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMEN5ION5 AND CONDITIONS FOR COMPATIBILITY AND 5HALL NOTIFY CIVIL EN6INEER OF ALL 0I5CREPANCIE5 PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTION5 AND THE METHODS, TECHNIQUES, SEQUENCE5 OR PROCEDURES REQUIRED TO PERFORM THE M. CONTRACTOR -INITIATED CHAN6E5 SHALL BE SUBMITTED IN VIRITIN6 TO THE CIVIL AND STRUCTURAL EN6INEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHAN6E5 5HOWN ON SHOP MIN65 ONLY WILL NOT 5AT15FY THI5 REQUIREMENT. DRAWINGS INDICATE 6ENE1QL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE CIVIL AND THE STRUCTURAL ENGINEER. SHOP DRAWIN65 FOR REINFORRCIN6 STEEL SHALL BE SUBMITTED TO THE CIVIL AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. CONTRACTOR SHALL SUBMIT WALL ELEVATION WMIN65 OF AT LEAST 1/8" = 1'-0" 56ALE INDIGATIN6 LOCATIONS OF CONNECTION EMBEDMENT5 AND WALL OPENIN65 FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT SHOP DRAWIN65. DRAWIN6 REVIEW: DIMEN5ION5 AND QUANTITIE5 ARE NOT REVIEWED BY THE EN NEER OF RECORD AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE O� NTRACTOR SHALL REVIEW AND STAMP DRAWIN65 PRIOR TO REVIEW BY EN6INEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. SHOP DRAWIN6 5UBMITTAL5 PROCESSED BY THE EN6INEER ARE NOT CHAN6E ORDERS. THE PURP05E OF SHOP DRAWIN6 SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE EN6INEER THAT THE CONTRACTOR UNDER5TAND5 THE DE5I6N GONCEPT BY INDICATIN6 WHICH MATERIAL I5 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILIN6 THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWIN6 SUBMITTAL5 AND THE CONTRACT DOCUMENTS ARE DI%OVE;ED, EITHER PRIOR TO OR AFTER, SHOP DRAWING SUBMITTALS ARE ME55ED BY THE ENGINEER, THE DE5I6N DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. INSPECTION: CONCRETE CONSTRUCTION, EXPANSION BOLTS,. THREADED EXPANSION INSERTS, AND EPDXY 6ROUTED INSTALLATION SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1101 OF THE UBG AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TE5TIN6 AGENCY DE5I6NATED BY THE OWNER. THE CIVIL AND STRUCTURAL EN6INEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. GEOTEGHN I GAL d 31' FOUNDATION NOTES: 5UB6RADE PREPARATION INGLUDIN6 DRAINAGE, EXCAVATION, COMPACTION, AND FILLIN6 REQUIREMENT5, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE 50IL5 REPORT OR A5 DIRECTED BY THE 6EOTEGHNICAL ENGINEER. FOOTIN65 SHALL. BEAR ON FIRM, UNDISTURBED EARTH OR CONTROLLED, COMPACTED STRUCTURAL FILL, AT LEAST 18" BELOW LOWE5T ADJACENT FINISHED FADE. FOOTING DEPTHS/ ELEVATIONS 5HOWN ON THE DRAWIN65 ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL EL.EVATION5 OF FOOTIN65 SHALL BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKIN6 WITH THE TESTING LAB AND 6EOTEC4NICAL EN6INEER. BACKFILL BEHIND ALL RETAININ6 WALL5 WITH FREE DRAININ6, 6RANULAR FILL AND PROVIDE FOR SU55URFACE DRAINAGE A5 NOTED IN THE 6EOTEGHNIGAL REPORT. ALLOWABLE 50IL PRESSURE (NATIVE or 5TRU67URAL FILL) 3,000 P5F SOIL MN5ITY 120 PGF COEFFICIENT OF FRICTION 0.35 LATERAL EARTH PRESSURE: ACTIVE (YIELDIN6) 35 PGF LATERAL EARTH PRE55URE: PA55IVE 250 PGF GEOTEGHNIGAL REPORT AGE: IBC GRAFTER 18. OWNER SHALL VERIFY ASSUMED VALUES PRIOR TO PLACING CONCRETE. ** CONDITIONS OF PERMIT / APPROVAL ** DATE: 9/10/2004 Project No: L04SR055 Location : Liberty Grove Plat 13644 160' AVE. SE Concrete Retaining -Walls within storm water pond COMMERCIAL COR. / ORDINANCE 0001 - GENERAL: This correction sheet is an abridged version of code requirements and is a review aid only. It shall not be used in lieu of the Uniform Building Code, Uniform CONCRETE CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1g05 AND AGI 501. 5TREN6TH5 AT 28 DAYS AND MIX CRITERIA SHALL BE A5 FOLLOWS: MIX SPECIFICATION CAMP. TEST MAX. MAX. MIN. MINIMUM MIN, STRENGTH AGE AGGft. {y/6 AIR FLY A5F1 SLUMP (1251) (DAYS) 517E RATIO CONTENT (Ibs./GU. YD.) SITE RETAININ6 WALLS: 8" to 12" STEM 4,000 28 4" 0.45 3% T - 5" MIX SHALL BE PROPORTIONED 50 A5 NOT TO EXCEED THE MAXIMUM SLUMP INDICATED. WIG REFER5 TO WATER/CEMENTITIOU5 MATERIAL. GEMENTITIOU5 MATERIAL MAY BE CEMENT AND FLY ASH. THE MINIMUM AMOUNTS OF GEMENTITIOU5 MATERIAL MAY BE GHAN60 IF A CONCRETE PERFORMANCE MIX I5 SUBMITTED TO THE 57R MRAL EN6INEER AND THE BUILDING DEPARTMENT FOR APPROVAL % WEEK5 PRIOR TO PLACIN6 ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE A66RE6ATE, WATER AND ADMIXTURES, AS WELL AS THE WATER-GEMENT RATIO, SLUMP, CONCRETE YIELD AND 5UB5TANTIATIN6 51EN6TH DATA IN ACCORDANCE WITH AGI 318-qg, CHAPTER 5. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRE5ENTED CONFORMS 6ENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RE5PON5IBILITY FOR SPECIFIED PERFORMANCE. REINFORCIN6 STEEL SHALL CONFORM TO ASTM A615 (INGLUDIN6 SUPPLEMENT 51), GRADE 60, fy = 60,000 P5I. EXCEPTIONS: BARS SPECIFICALLY NOTED AS SUCH ON THE DRAWINGS SHALL BE 6RADE 40, fy = 40,000 P5I. GRADE 60 REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO A5TM A106. REINFORCEMENT COMPLYING WITH A5TM A615(51) MAY BE WELDED ONLY IF THE CONTRACTOR 5UBMIT5 MATERIAL PROPERTY REPORTS INDICATIN6 CONFORMANCE WITH WELDIN6 PROCEDURES SPECIFIED IN A.N.5. D1.4. REINFORGIN6 STEEL SHALL BE DETAILED (INGLUDIN6 HOOK5 AND BENDS) IN ACCORDANCE WITH AGI 315-q2 AND 318-qq. LAP ALL CONTINUOUS REINFORCEMENT (#5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTIN6 INTERSECTIONS. LAP CORNER BARS (#5 AND SMALLER) 40 BAR DIAMETER5 OR 2'-0' MINIMUM. LAP5 OF LAR6ER BARS SHALL BE MADE IN ACCORDANCE WITH AGI 318-611, CLA55 B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. SEE TABLE OF 20/51 FOR BARS LARGER THAN #5 NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLE55 01IM15E NOTED ON THE ORAWIN65 OR APPROVED BY THE STRUCTURAL EN6INEE2. CONCRETE PROTECTION (COVER) FOR REINFORCIN6 STEEL SHALL BE AS FOLLOWS: FOOTIN65 AND OTHER UNFORMED 5URFACE5 CAST AGAINST AND PERMANENTLY ER05ED TO EARTH: 3" FORMED SUP.FAGE5 EXPOSED TO EARTH (i.e. WALL5 BELOW GROUND) OR TO WEATHER (#6 BARS OR LAR6ER) 211 (#5 BARS OR SMALL% 1z' COLUMN TIES (OR SPIRALS) AND BEAM STIRRUPS 1Z" 5LA55 AND WALL5 (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS 1/8') or, 4" General Notes MINIMUM 5TRAIGHT DEVELOPMENT LENGTH ( Ld ) -J f 'c = 3000 P51 V c = 4000 to 5000 P51 BAR 51ZE TOP BARS OTHER BARS TOP BARS OTHER BARS # 4 22" 17" Iq" 1511 # 5 21" 21" 23" 18" MINIMUM LAP SPLICE LENGTHS ( Ls) (CLA55 B) �J f '(, = 3000 P51 f'c = 4000 to 5000 P51 BAR 51ZE TOP BARS OTHER BARS TOP BAR5 OTHER BAR5 # 4 2811 2211 2411 Ig'1 # 5 35" 27" 30" 23" "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER 15 LE55 THAN 2x THE DIAMETER OF THE BAR OR THE CENTER -TO -CENTER SPACING 15 LE55 THAN (4) BAR DIAMETERS, THEN VALUE5 SHALL BE INCREASED BY 43%. Mechanical Code, Uniform Fire Code, or any King County regulation or state law. 0350 - SPECIAL INSPECTION: Provide special inspection by Geotechnical Engineer of Record for compliance withsoil MINIMUM EMBEDMENT LEN6TH5 ( Ldh) FOR STANDARD END HOOKS Corrections noted below are part of the approved plans and shall remain attached to report recommendations. Submit field inspection reports, test lab. reports and final I I I them at all times. The approval plans and specifications does not permit the violation reports to the Land Use Services Division, Development Inspection Unit, in compliance of any section of the Uniform Building Code, Uniform Mechanical Code, UniformFire with Section 1701, U.B.C. A. for general uses: Code, or any King County regulation or state law. Corrections as indicated below, The following items shall have special inspection: along with the unchanged information shown on the drawings, must be complied with. 1) Excavation and foundation subgrade preparation; and soil bearing load capacity BAR 51ZE VC, = 3000 P51 f'G = 4000 to 5000 P51 In addition, since this correction sheet is a review aid, it shall not be used in lieu of the confirmation (3000 PSF). above mentioned codes, regulations; and laws. Therefore, code compliance with all 2) Wall lateral load design soil parameters confirmation. # 4 8" noted applicable code sections on this correction sheet, as well as other applicable code i. i 3) Back1ill soil materials selection and compaction. # 5 IO" q" sections not specifically noted, shall be required. The approved plans shall not be 4) Installation of drainage system behind walls. changed, modified, or altered without authorization from the building official. The approved plans are required to be on the job site. Section 106.4, U.B.C. 0357 SPECIAL INSPECTION: Any fill emplaced under footings, slabs, or other foundation 1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2V2 systems must be certified by a special inspection as having been compacted to at least 2. END COVER FOR g0° HOOKS MUST BE EQUAL 0348 - SPECIAL INSPECTION: 95% of ASTM D-1557. a) Approval of Special Inspection Service shall be obtained from the Land UseServices TO OR GREATER THAN 211. Division, Development Inspection Unit, prior to construction. Section 1701, U.B.C. 0366 - SHOP DRAWING: Engineer of record shall review and approved all shop drawings. An b) Submit field inpection reports, test lab. reports and final reports to the Land Use approved copy shall be submitted to the Land Use'Services Division, Development Services Division, Development Inspection Unit in compliance with Section 1701, Inspection Unit, Section 106.3.4.2, U.B.C. U.B.C. c) Provide the following special inspections ( to comply with Section 1701, U.B.C. ): 1) Concrete mix designs. 1) Concrete wo►k. 2) Reinforcing steel' Reinforcing Splice & Development Length Schedule 2) Concrete ieulforcing steel placing. REINF. PER HORIZ. REINF. PER 1/51. TERMINATE AT WALL FACE WITH 5TANDARD HOOK. ADD CORNER BAR PER 4/51 AT OUTSIDE FACE A1�P"ROVED jBJEGT ARC HOU-CC ° r BUILDING PLAN REVIEW Ding County DDES Corner Bars 12 CORNER REINF. MATCH 51ZE AND SPACING OF HORIZONTAL REINF. GALLED OUT IN 50HEDULE-5 DOUBLE CURTAIN Corner Bars 3 = 463.0' (2)#5 WATER LEVEL VARIES, ELEV. 456.00' - 462.10' #4 @ 18"oc EACH FACE #5 @ IS"oc EACH FACE #5 @ 01"oc EACH FACE N15TND. HOOK i 3'-0" MIN. n�c o V 21-All d U m CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. -1 A 11 1 A C ADDITIONAL PERT. BAR IN CORNER Corner Bars 2 `fs10NAL EXPIRES 11/02/2004 COLLONS ENGINEERING 195 Front Steet N - Issaquah, WA 98027 p: 425,369. 1101 - f:425.369,1157 email: bryancollons@comcast.net HORIZ. 4 VERT. REINF. PER 1/51 IL Z V STOP ONE-HALF OF HORIZ. BAR5 AT JOINT. 3 w x ELn • • • • Z Z coo o� o OQ • • W :�: o Ln > 0 C ® C cry cV ADO'L VERT. REINF. CHAMFERED EDGE < Wn BAR EACH SIDE n, � � OF JOINT � �-- -� •— x p o Z Z a m L:ID c NOTE: JOINTS SHALL BE SPACED 24'-0"oc MAX. Crack Control Joint 4Z CONTRACTOR TO SELECT AN EVEN PATTERN. w — U o 8" 1'-&" MIN. I 0 1 — 501L GRADE VARIE5 ii� A '.• •• 0 .1 — - Ll1 — %Z" GLR KING Lau�crr LAND t Si SERVICE'S PROVIDE FREE -DRAINING MATERIALS OR MIRA-DRAIN - #5 x Lu @ 20"oc TOP BOTTOM (6)#5 �o FOOTING DRAIN. 6--- TIE TO MH#I n (205 IN KEY 1 II I II ..� .' 2 -0 I -0 2 -011 I -oil Reinforcing Splice &Development Length Schedule U WA- 0 Z 2 fn w 0 w 0 o N a o Z cc 4� > O0 ,c 0 Z L 'CC 0 Z o w U N L A'_ 0 in NO' DATE REVISION 0 1/22/04 For Permit SHEET TITLE 5ite Retaining Walls 04-052 JOB NO-.IE DBA BLG DESIGNED: 1/15/04 DATE: SHEET NUI MER: IVIOVARM79M Im ", t WASHINGTONLIBERTY GROVE CONTIGUOUSI A PORTION OF NE 1/4, SE 1/4, SEC. 14, T-23N7 R-5E, W. KING COUNTY, LEGAL DESCRIPTION: TRACTS 1 AND 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET OF SAID TRACT 1; AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET OF SAID TRACT 1 AS PER KING COUNTY ENGINEER SUBDIVISION NO. 6846, RECORDED UNDER RECORDING NO. 9410250673; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 10 11 1 4 SE 128TH STREET W --A > ¢ N 1 > a > a �� 15 `D z N SE 136TH ST _ SITE ERTY W U) H.S. Q a `O MAPLE NOOD ST ST N HEIG TSPARK r SE 142 SE 144TH ST RENTON FISH AND a SE GAME CLUB 149THL REC AREA �q X,�. RIVER ::�:-CEDAR 23 REGIONAL PARK D CedAR �\v ONES R RNTO N M' VALLE ROAD VICINITY MAP Scale: 1" = 1/2 MILE DEVELOPER LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146 RENTON, WA 98057 (425) 228-9750 FAX (425) 228-7232 OWNERS PLATT FAMILY REVOCABLE LIVING TRUST, DAVID S & GEORGIA PLATT, TUSTEES 510 E PANORAMIC DRIVE CAMANO ISLAND, WA 98282 (360) 387-1978 VIRGIL E. & WILLIAM J. BOWEN REVOCABLE LIVING TRUST WILLIAM J. BOWEN TRUSTEE 13644 160th AVE SE RENTON, WA 98055 (425) 255-5807 ENGINEER/SURVEYOR DALEY- INC. URN WAY NORTH 77 ADJOINING PARCEL OWNERS (500' RADIUS) NOTES: AUBURN, WASHINGTON 98002 142305 9009 - David A Nyblom, 13606 158TH AVE SE RENTON WA 98059 1. TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF AN ACTUAL FIELD SURVEY PERFORMED BY DMP, INC. (253) 333-2200 FAX(253) 333-2206 142305 9019 - Marilynn E Carlson, 13616 156TH AVE SE RENTON WA 98059 IN TOBER OF 20 1. 142305 9022 - Robert Mair, 13606 156TH AVE SE RENTON WA 98059 PARCEL No.'s 145750-0085, -0090 142305 9042 - Don & Diane Kezele, 15657 SE 137TH PL RENTON WA 98059 142305 9043 - Don D Milbrath, 15624 SE 137TH PL RENTON WA 98059 P UL E. MOOW P.L.S. No. 22962 142305 9058 - Mark E & Barbara A Nichols, 13815 160TH AVE SE RENTON WA 98059 RRACREAGE 7.89 ACRES 142305 9101 - John R & Georgia C Poague, 15111 SE 43RD ST BELLEVUE WA 98006 2. PERIMETER BOUNDARY DISTANCES SHOWN HEREON ARE APPROXIMATE. 142305 9104 - Larry E Bryant, 15671 SE 139TH PL RENTON WA 98059 142305 9112 - Don D Milbrath, 15624 SE 137TH PL RENTON WA 98059 3. ADJOINING STRUCTURES LOCATION AND SIZE APPROXIMATE. OPEN I- SPACE 22,931 SFt 145750 0070 - Morris 0 & Holly A Johnson Jr., 2635 REDWOOD ST ANCHORAGE AK 99508 145750 0095 - Steven P & Joann E Lee, 13802 160TH AVE SE RENTON WA 98059 4. ALL PROPERTIES WITHIN 500 FEET OF THE SITE BOUNDARY ARE ZONED R-4 145750 0096 - Edward & Sharon Bowden, 3939 SE 10TH PL RENTON WA 98058 NUMBER OF LOTS 36 145750 0097 - Jesse & Erin Thatcher, 13817 162ND AVE SE RENTON WA 98059 5. STRUCTURES LOCATED ON SITE MARKED "TO BE REMOVED" SHALL BE REMOVED/DEMOLISHED. 145750 0100 - Danny M McNair, PO BOX 18914 SEATTLE WA 98118 145750 0101 - Robert C & Carol Lynn Wilmot, 13900 160TH AVE SE RENTON WA 98059 6. ALL INFORMATION REGARDING RECORD EASEMENTS AND OTHER DOCUMENTS THAT MAY AFFECT THE QUALITY OF TITLE PROPOSED USE SINGLE FAMILY RESIDENTIAL/DETACHED 145750 0126 - James J & Deborah McKendry, 16207 SE 136TH ST RENTON WA 98059 OF THE SUBDIVISION SHOWN HEREON WAS OBTAINED FROM COMMONWEALTH LAND TITLE COMPANY OF PUGET SOUND, LLC. 145750 0127 - Cristian A & Elisabeth H Bosancu, 13609 164TH AVE SE RENTON WA 98059 SUBDIVISION GUARANTEE ORDER No. 900-10090460, DATED DECEMBER 17, 2002 AND SUPPLEMENTAL REPORT No. 1 PROPOSED �+ �+ �/ 145750 0128 - Terry Gene & Dawn Marie Drake, 16223 SE 136TH ST RENTON WA 98059 DATED FEBRUAURY 6, 2003. (- ROt O`7ED DENSI P P 4.56 LOTS PER GROSS ACRE 145750 0135 - Ann M Nguyen, PO BOX 5111 KENT WA 98064 145750 0140 - Keith L & Ann E Miya, 223 BREMERTON AVE SE RENTON WA 98059 7. SUBJECT TO WATERLINE CONSTRUCTION COSTS AGREEMENT RECORDED UNDER RECORDING No. 8003200605. 200600 0010 - Steven C & Peri A Muhich, 13420 160TH AVE SE RENTON WA 98059 8. SUBJECT TO THE RIGHT TO MAKE NECCESSARY SLOPES FOR CUTS OR FILLS RECORDED UNDER RECORDING No. 7908160751. SANITARY SEWER CITY OF RENTON 200600 0020 - Richard A & Michael E Knapp, 13412 160TH AVE SE RENTON WA 98059 200600 0030 - Randy L & Bonnie Horner, 13404 160TH AVE SE RENTON WA 98059 9. SUBJECT TO THE TERMS, CONDITIONS, COVANENTS AND EASEMENTS, IF ANY, CONTAINED IN KING COUNTY ENGINEERING 200600 0040 - Don M Baurichter, 14025 176TH AVE SE RENTON WA 98059 SUBDIVISION RECORDED UNDER RECORDING No. 9410250673, WATER KING COUNTY WATER DISTRICT NO. 90 200600 0050 - Michael L & Necia C Wainwright, 16025 SE 134TH ST RENTON WA 98059 200600 0060 - John E & Elizabeth A Croonquist Sr., PO BOX 2352 RENTON WA 98056 10. SUBJECT TO CERTIFICATE OF FUTURE CONNECTION RECORDED UNDER RECORDING No. 9508301698. u p 200600 0130 - Gordon R & Sultana Robertson, 16032 SE 135TH ST RENTON WA 98059 SCHOOL DISTRICT ISSAQUAH SCHOOL DISTRICT No. 411 200600 0140 - Robert A & Lori Davies, 14708 30TH AVE NE SEATTLE WA 98155 200600 0150 - Leonard J Johnston, 16016 SE 135TH ST RENTON WA 98059 200600 0160 - Johnb B & Rosa M Norris, 10516 172ND CT SE RENTON WA 98059 ZONING R4 200600 0170 - Peggy Ann Streit, 13512 160TH AVE SE RENTON WA 98059 200600 0180 - Raymond A & Erin D Platz, 14627 160TH AVE SE RENTON WA 98059 200600 0190 -- Ronald E Coffin, 16015 SE 135TH ST RENTON WA 98059 TELEPHONE QWEST COMMUNICATIONS 200600 0200 - Jolene Maggard, 16023 SE 135TH ST RENTON WA 98059 200600 0210 - Leroy Nass, 15713 SE 128TH ST RENTON WA 98059 200600 0280 - Leroy Nass, 15713 SE 128TH ST RENTON WA 98059 (POWER PUGET SOUND ENERGY 200600 0290 - Linda R Sult, 16022 SE 136TH ST RENTON WA 98059 200600 0300 - Regan Simonson, 16016 SE 136TH ST RENTON WA 98059 366450 0100 - Mary E Hamilton, 15821 SE 132ND PL RENTON WA 98059 FIRE DISTRICT KING COUNTY FIRE DISTRICT No. 25 366450 0120 - Florence Nott, 15915 SE 134TH PL RENTON WA 98059 366450 0126 - Glenda E Johnson, 13425 160TH AVE SE RENTON WA 98059 �q 366450 0127 - Dale H Nott, 13422 158TH AVE SE RENTON WA 98059 NATURAL GAS PUGET SOUND ENERGY \, 366450 0131 - Alvin R & Wendy S Wood, 13403 160TH AVE SE RENTON WA 98059 366450 0132 - Patrick D & Kelly L Behr, 15914 SE 134TH PL RENTON WA 98059 366450 0133 - William Johnson, 15902 SE 134TH PL RENTON WA 98059 CABLE TV COMCAST 366450 0135 - Edward W & Nancy J Hilton, 13414 158TH AVE SE RENTON WA 98059 366450 0136 - James Duke, PO BOX 2262 RENTON WA 98056 366450 0260 - Lucille M Perry, 13426 156TH AVE SE RENTON WA 98059 366450 0270 - Alan G Osgoodby, 13527 158TH AVE SE RENTON WA 98059 366450 0278 - Francis J & Robin J Beckman Jr., 13511 158TH AVE SE RENTON WA 98059 366450 0279 - Bruce S Osgoodby Jr., 13523 158TH AVE SE RENTON WA 98059 430650 0010 - Bradley J Herrin, 16202 SE 137TH PL RENTON WA 98059 430650 0020 - John Lawrence, 16210 SE 137TH PL RENTON WA 98059 430650 0030 - Eric L & Melissa R Knutson, 16218 SE 137TH PL RENTON WA 98059 430650 0040 - Patty A & Dave L Peterson, 16226 SE 137TH PL RENTON WA 98059 430650 0050 - Michael E & Jennifer K Keene, 16234 SE 137TH PL RENTON WA 98059 1. 12 AUG 03 REVISED PER KC SCREENING OF JUNE 3, 2003 430650 0060 - Kelli Conley, 16240 SE 137TH PL RENTON WA 98059 430650 0080 - James Collier, 16235 SE 137TH PL RENTON WA 98059 DESCRIPTION APFROL 430650 0090 - Marianne L Wassell, 16227 SE 137TH PL RENTON WA 98059 430650 0100 - Michael S & Debra Collier Kerstetter, 16219 SE 137TH PL RENTON WA 98059 ®AL.EY—MORROW-E�TE, INC. cuaff 430650 0110 Michele Haas, 16211 SE 137TH PL RENTON WA 98059 �� E. MQR 726 AUBURN WAY N. I-AKERIDGE DEVELOPMENT, INC. -- 430650 0120 - Raymond E & Maryhelen Grover, 16203 SE 137TH PL RENTON WA 98059 �� of w �SH�� AUBURN, WA. 98002 P.O. BOX 146, RENTON, WA., 98057 'y PHONE: (253)333-2200 FAX: (253)333-2206 PHONE No. (425)228-9750 PRW= PRELIMINARY PLAT OF `ss, ENGINEERING - SURVEYING LIBERTY GROVE CONTIGUOUS A ( � ANp SR`E INFORMATION LAND PLANNING EXPIRES: 4 APR 05 Incorporated WA By RVL scAce NTS """"001470PPCRCON SHQ7 1 a"E 10 MAR 03 01470 or 3 1.. -- 04V = 2-1 LOT 7, BLOCK 1, AND THAT PORTION OF LOT 6, BLOCK 1 LYING SOUTHERLY OF A LINE BEGINNING ON THE EAST LINE OF SAID LOT 6, AT A POINT 12.3 FEET NORTH OF THE SOUTHEAST CORNER THEREOF; THENCE WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT % WHICH POINT IS 4.8 FEET NORTH OF THE SOUTHWEST CORNER THEREOF AND THE TERMINUS OF SAID LINE AS SAID LINE WAS ESTABLISHED BY JUDGMENT ENTERED JANUARY 29, 1969 IN KING COUNTY SUPi RIOR COURT CAUSE NO. 691199, ALL IN JANNETT'S RENTON BOULEVARD TRACTS, ACCORDING TO THE PLA`1 THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 60, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 142305 9009 — David A Nyblom, 13606 158TH AVE SE RENTON WA 98059 142305 9019 — Marilynn E Carlson, 13616 156TH AVE SE RENTON WA 98059 142305 9022 — Robert Moir, 13606 156TH AVE SE RENTON WA 98059 142305 9042 — Don & Diane Kezele, 15657 SE 137TH PL RENTON WA 98059 142305 9043 — Don D Milbrath, 15624 SE 137TH PL RENTON WA 98059 142305 9058 — Mark E & Barbara A Nichols, 13815 160TH AVESE RENTON WA 98059 142305 9101 — John R & Georgia C Poague, 15111 SE 43RD ST BELLEVUE WA 98006 142305 9104 — Larry E Bryant, 15671 SE 139TH PL RENTON VIA 98059 142305 9112 — Don D Milbrath, 15624 SE 137TH PL RENTON ,ail 98059 145750 0070 — Morris 0 & Holly A Johnson Jr.,, 2635 REDW0I1-i ST ANCHORAGE AK 99508 145750 0995 —,Steven P & Joann E Lee, 13802 160TH AVE SF RENTON WA 98059 145750 0096 —'Edward & Sharon Bowden, 3939 SE 10TH PL RENTON WA 98058 145750 0097 — Jesse & Erin Thatcher, 13817 162ND AVE SE RENTON WA 98059 145750 0100 — Danny M McNair, PO BOX 18914 SEATTLE WA 98118 145750 0101 — Robert C & Carol Lynn `Wilmot, 13900 160TH AVE SE RENTON WA 98059 145750 0126 — James J & Deborah McKendry, 16207 SE 136TH ST RENTON WA 98059 145750 0127 — Cristian A & Elisabeth H Bosancu, 13609 164TH AVE SE RENTON WA 98059 145750 0128 — Terry Gene & Dawn Marie Drake, 16223 SE 136TH ST RENTON WA 98059 145750 0135 — Ann M Nguyen, PO BOX 5111 KENT WA 98064 145750 0140 — Keith L & Ann E Miya, 223 BREMERTON AVE :3E RENTON WA 98059 200600 0010 — Steven C & Peri A Muhich, 13420 160TH AVE SE RENTON WA 98059 200600 0020 — Richard A & Michael E Knapp, 13412 160TH AVE SE RENTON WA 98059 200600 0030 — Randy L & Bonnie Horner, 13404 160TH AVE SE RENTON WA 98059 200600 0040 — Don M Baurichter, 14025 176TH AVE SE RENTON WA 98059 200600 0050 — Michael L & Necia C Wainwright, 16025 SE 134TH ST RENTON WA 98059 200600 0060 — John E & Elizabeth A Croonquist Sr., PO BOX 2352 RENTON WA 98056 200600 0130 — Gordon R & Sultana Robertson, 16032 SE 135TH ST RENTON WA 98059 200600 0140 — Robert A & Lori Davies, 14708 30TH AVE NE SEATTLE WA 98155 200600 0150 — Leonard J Johnston, 16016 SE 135TH ST RENTON WA 98059 200600 0160 — Johnb B & Rosa M Norris, 10516 172ND CT SE RENTON WA 98059 200600 0170 — Peggy Ann Streit, 13512 160TH AVE SE RENTON WA 98059 200600 0180 — Raymond A & Erin D Platz, 14627 160TH AVE SE RENTON WA 98059 200600 0190 — Ronald E Coffin, 16015 SE 135TH ST RENTON WA 98059 200600 0200 — Jolene Maggard, 16023 SE 135TH ST RENTON WA 98059 200600 0210 — Leroy Noss, 15713 SE 128TH ST RENTON WA 98059 200600 0280 — Leroy Noss, 15713 SE 128TH ST RENTON WA 98059 200600 0290 — Linda R Sult, 16022 SE 136TH ST RENTON WA 98059 200600 0300 — Regan Simonson, 16016 SE 136TH ST RENTON WA 98059 366450 0100 — Mary E Hamilton, 15821 SE 132ND PL RENTON WA 98059 366450 0120 — Florence Nott, 15915 SE 134TH PL RENTON WA 98059 366450 0126 — Glenda E Johnson, 13425 160TH AVE SE RENTON WA 98059 366450 0127 — Dale H Nott, 13422 158TH AVE SE RENTON WA 98059 366450 0131 — Alvin R & Wendy S Wood, 13403 160TH AVE SE RENTON WA 98059 366450 0132 — Patrick D & Kelly L Behr, 15914 SE 134TH PL. RENTON WA 98059 366450 0133 — William Johnson, 15902 SE 134TH PL RENTON WA 98059 366450 0135 — Edward W & Nancy J Hilton, 13414 158TH AVE SE RENTON WA 98059 366450 0136 — James Duke, PO BOX 2262 RENTON WA 98056 366450 0260 — Lucille M Perry, 13426 156TH AVE SE RENTON WA 98059 366450 0270 — Alan G Osgoodby, 13527 158TH AVE SE RENTON WA 98059 366450 0278 — Francis J & Robin J Beckman Jr., 13511 158TH AVE SE RENTON WA 98059 366450 0279 — Bruce S Osgoodby Jr., 13523 158TH AVE SE RENTON WA 98059 430650 0010 — Bradley J Herrin, 16202 SE 137TH PL RENTON WA 98059 430650 0020 — John Lawrence, 16210 SE 137TH PL RENTON WA 98059 430650 0030 — Eric L & Melissa R Knutson, 16218 SE 137TH PL RENTON WA 98059 430650 0040 — Patty A & Dave L Peterson, 16226 SE 137TH PL RENTON WA 98059 430650 0050 — Michael E & Jennifer K Keene, 16234 SE 137TH PL RENTON WA 98059 430650 0060 — Kelli Conley, 16240 SE 137TH PL RENTON WA 98059 430650 0080 — James Collier, 16235 SE 137TH PL RENTON WA 98059 430650 0090 — Marianne L Wassell, 16227 SE 137TH PL RENTON WA 98059 430650 0100 — Michael S & Debra Collier Kerstetter, 16219 SE 137TH PL RENTON WA 98059 430650 0110 — Michele Haas, 16211 SE 137TH PL RENTON WA 98059 430650 0120 — Raymond E & Maryhelen Grover, 16203 SE 137TH PL RENTON WA 98059 A PORTION OF W 1/47 NE 1/47 SEC.147 T-23N, R-5E, W.M. KING COUNTY, WASHINGTON 10 1 _T__ � Ld U) ---- 2 �> n< SE 128TH STREET LU > V) N 14 Q 4 13 LO `t2 ^ z 136TH ST ERTYSE ► W � SITE `D L '-' N H.S. ST ST 5� tO MAPLE HEIGHTS PARK NOOD n .- SE 142 5� 1 SE 144TH ST RENTON FISH AND SE GAME CLUB a 149TH 51 REC AREA 24 CEDAR RIVER 40 REGIONAL PARK `= EdAR 22 NES R R�NTON MAptt VALI EN ROAD VICINITY MAP Scale: 1" = 1/2 MILE SITE INFORMATION: DEVELOPER ELOPER LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146 RENTON, WA 98057 FAX )(425) 228 `)7232 NOTES: OWNERS Guy E. Platz, Carl E. Platz Jr., 1. TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF AN ACTUAL FIELD SURVEY PERFORMED BY DMP, INC. Germain Platz, Ross E. Johnson IN OBER OF 2 01. 13535 160th AVE SE RENTON, WA PF-055 (360) 386-1987 PAL E. MOR OW I P.L.S. No. 22962 2. PERIMETER BOUNDARY DISTANCES SHOWN HEREON ARE APPROXIMATE. ENGINEER/SURVEYOR DALEY—MORROW—POBLE�fE, INC. 3. ADJOINING STRUCTURES LOCATION AND SIZE APPROXIMATE. 726 AUBURN WAY NORTH 4. ALL PROPERTIES WITHIN 500 FEET OF THE SITE BOUNDARY ARE ZONED R-4 AUBURN, WASHINGTON 98002 (253) 333-220 FAX(253) 333-2206 5. STRUCTURES LOCATED ON SITE MARKED "TO BE REMOVED" SHALL BE REMOVED/DEMOLISHED. 6. ALL INFORMATION REGARDING RECORD EASEMENTS AND OTHER DOCUMENTS THAT MAY AFFECT THE QUALITY OF TITLE PARCEL No.'s 366450-0141 OF THE SUBDIVISION SHOWN HEREON WAS OBTAINED FROM COMMONWEALTH LAND TITLE COMPANY OF PUGET SOUND, LLC. SUBDIVISION GUARANTEE ORDER No. 900-10090460, DATED DECEMBER 17, 2002 AND SUPPLEMENTAL REPORT No. 1 DATED FEBRUAURY 6, 2003. �^. ACREAGE 4.48 ACRES 7. SUBJECT TO NON —SEGREGATION COVENANT RECORDED UNDER RECORDING No. 8101150638. 8. SUBJECT TO DECLARATION OF CONDITIONS, COVENANTS AND RESTRICTIONS RECORDED UNDER RECORDING No. 9311090539. OPEN SPACE 9,360 SQ. FT. REQUIRED & PROVIDED 9. SUBJECT TO NOTICE OF ON —SITE SEWAGE SYSTEM OPERATION AND MAINTANENCE REQUIREMENTS RECORDED UNDER �F RECORDING No. 20010611000030. I NUMBER OF LOTS 24 k PROPOSED USE SINGLE FAMILY RESIDENTIAL/DETACHED PROPOSED DENSITY 5.36 LOTS PER GROSS ACRE SANITARY SEWER CITY OF RENTON WATER KING COUNTY WATER DISTRICT NO. 90 SCHOOL DISTRICT ISSAQUAH SCHOOL DISTRICT No. 411 ZONING R4 TELEPHONE QWEST COMMUNICATIONS POWER _ PUGET SOUND ENERGY FIRE DISTRICT KING COUNTY FIRE DISTRICT No. 25 NATURAL GAS PUGET SOUND ENERGY GABLE TV COMCAST , 4,9,2.,0 EN 0 3 2003 r ®�� LAN ,Ivr.� Go j USE SF1Vryrrr-^ i "oln UT. (tXi31 M) PRELIMINARY PLAT OF LIBERTY V A PORTION OF SW 1/4, NE 1/4 SEC. 14, T--23N, R-5E W.M. I � , � v� o,00 KINCC COUNTY, WASI�iINCTON ° 0070 P S.E.134th ST. _ (EXM7NG) 4 0136 yV- 0132 0131 I 3 I 0133 0030 i 0135 0040 0050 0060 0070 9 i 0080 0090 1 I I -------- - SFR 2 r1 I - - 1 10020 SFR 0120 ('-� ( 1 r- i I L__J I I 0127 1- I I I 1 I SFR I I SFR I I 1 ( I 1 1 14 13 12 11 10 S 1�-- I L__J 1 1 �./ 15 -- _ 1- I I Z-_j L__, 1 0150 0140 0130 0120 Q i II 1 0110 0100 + I_---1 L_J 0126 1 0010 �.. tr�DIU Q I 12 tt 10 8 4 .G — — _ _—_ ___,'1 — SE.135th ST. _ I i3 8 5 2 I 3 ® 5 TRACT 1 h X < 0180 200 Er SFR U 9 C``-"41 0 90 6 7 8 I 14 7 6 1 i r—� I 210 0220 0230 0240 I L, 2 O -►- N - S E 135TH PL (PROPOSED) o Q I 1 0170 I c� 1 L___ 1 15 " a - o I L._SFR _j 14 ^ I i�wn 0290 17 21 22 24 ao• � <� SFR �> 15 r--� I� 13 i SFR i I S �\ I 1SFR I \SFR �\ 0300 1 SFR k 0280 L--__J L----_J \ \\ i ac .0141 1 u 12 11 0160 ---_JI 270 0260 0950 I 130, S.a 136th ST. _ (EXOTW LOT 2 on.-iq 0036 3 5 0030 LOT 1 0034 0050 1 0035 I �N o 4 0 I w I 9, 0020 t/ 0037 oa38 i 0 010 00Y3 I I I I 1 1 0040 I I I i � SFR Z O 0127 0125 two 0126 I i i t 1 I I i 7 0070 I 4W i q- I LEGEND -a-o--a— �J EX. FIRE HYDRANT x EX. WAFER GATE VALVE III EX. WATER METER Q EX BOLLARD -0- EX. UTILITY POLE E- EX. UTILITY POLE ANCHOR QIl EX, CATCH BASIN EX. MAILBOX v EX. SIGN EX. CHAINLINK FENCE —O EX WOOD FENCE —X— X— EX BARB WIRE FENCE -¢ EX STREET LIGHT EX STORM CULVERT ao 1002 L___-------�-. -- PO IE D- b g - - 55.2 LF-12" CMP @ 3.41% A .' e FND NAIL IN CONC IN CASE _ .._ t7N.G ::...: ........ ... ....:.::.. .:. . ........... : - — - - - .............. .... :.......... .. 12U, ALDER 1 \\\\\ .............................................. ALDER _ . .. .... (- :::::::;:::..:.. U 16'- COTTONWOOD. r 63= 191.7� ' ALDER k` 14 MAPLE E 38.8 L_-12" CPEP © 3.61% �• / 16 `COTTONWOOD 4 78g �J IE = 491.02. tZIM = 492.83 \ \\ 16" OUGLAS FIR PEP\\,@ Q.24%^> IE = 491.13-N 16" DOUGLAS FIR 14MAPLE 14" CEDAR;: t, IE = 490.13-W ' \ X. 16" DOUGLAS FIR T LE ` } 1\ " MAC 16" DOUGLAS FIR 14 DOUGLAS I �\ 54 1s" UOUGLAS ' R 3 x �r i'' 14" CO �I NWOOD i 10 ; 9-B 2 14" COTT N OOD w 3` 16' DOUGLAS FIR � 14 MAPLE I � C�j�1Mr' LE 16 MAPLE ` 1 / 138-A ' \ .. / i,. R b5 \ _ 1 i 8 12 0 1ZVi MAPLES / B -B� 6' WOOD FENCE16' MAP \ \ 3 14" MAPLES wAl - - O \ f,._ 2 1 ��LE MAPL „ -t 18" AND,3 14 .. In "`.� �\ \_.'F= J \ \ :.at /' E <� 16 CEDAR `\ 2 14 CO FTONWOOD d7-A 3=„' 16" MAPLES HOUSE I : 14' MAPLE. I 14 M 10 57 - GRAVEL DRIVE �' A10-A , � '�� ,: \ '. `'�. `. -- 3 14" MAPLES ,��;3 MAPLES _ WOOD , , A 10 FENCE , 1bG59 B i �.-- - - - ' 4 14" MAPLE A9-A 1006� 18 roNwoo _``�� i/ COT � � / 16" COTTON OD \ ., I 1 ' ' APE, 2 1 DOUGLAS F R 3 14". MAPLES.- j r-t 16" WHIEE PINE P�77 A8\ A ( �1 M _ 12" ALDER -; 16" CEDAR SNED .y �--OLD FOUNDA ION B -, ws` 1G -CEDAR 3�`� , 4 MAPLE 1 1 t4OUGLAS FIR It / E \1� }0 4 DEL DRIB A / - A \ f}65 3 12" MAPLES ;i \ \ 4 fa�PLES 1t 78 I `-16" MAPLE' "� 1 0 l., t• \ A6-A / \1� 12" ALDER r IE = 47253 A5-'A \ I B4{-' �F 3 \ 20" MAPLE 18' MAPLE i 10068 II ,. 1 669 B ' \` t� l DOUGLAS FIR 4 I 30" COT WOOD k II 18' HEMLOCK A 4Y A I \ \,,1 0 / 1 "' I , 's' 6 MAPLES /rj, I� I 14" II 1 \ 16" CEDAR GARAGE I \' 1% i� �3-A 1 OQOBO -- - 3��coA \ wooD-- -- - 1. iI 2 12" HEMLOCK 1 IV IE = 469.68 I 9!U aj \ \ - -- I � �, \, _18,14 12" MAPLES � \ Q 18" HEMLOCK I 72 38.8 LF-12" CPEP 3.61% 12" HEMLOCK & 1 30 ICC� f�� - __ 18" COTTONWOOD -B B2 12" ALDER - _ 2i- 2 A -.12 ALDEff s A 8 B 12" ALDER 16" MAPLE 16 M 14' DOUGLAS FIR - 1 / :. �" A LE 7. GRA L DRIVE 316" MAPLE Q8 7� 0074 B1- \ 1 �,� :..c�i'+_;_; � BOXI W\ MET1, ! 2 1 COI EONW006S1Q1 7�A1-B B1-/A / LJ OWER TRANSFORMEf� ❑ �— 18" COTTONWOOD ° — ❑ — AT=A ° — ° ❑ -= ' „2 16 ' IM MAPLE -S ., 2 20" COTTONWOODS & -14" SPRUCE °— ❑—❑--❑—❑ - r-❑ o--❑— _ 3 1 0E(0 WOODS':., r.: 4 ' CEDAR , 10 PINE ❑ — ° — cg❑—Iy ° ;: 2 16' COTTONWOODS 1 6- °Ifl008—ro—o—o—o— ��/ IL A 14" PINE - O� 16' DOUG ° — \_ LAS FIR E 10" PINE ° I °— —o—o— —o —o —0 I E= 468.28 I❑ Q I o —o—o—o—o—°—°—o dx . - f,. \10035 10001 a Ill. ICI lj ' o 1003 "1 8 22" COTTONWOOD II I \ OIL HOUSE 1 C 2 ❑ a - - - I !I \ FILLER 5 % I ❑ '-410033 '\ 20" CEDAR ` CAP ! I 10003 �i „ �: 2D000L S FIR =1 , 4 I ° %' a A }j . ,T \ �� \\ t a- a10032 \ I ( w \ ` 110004 ( ,° cn 1 ° A0631 ^ a `� �A . DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (1-AX)333-2206 ENGINEERING — SURVEYING LAND PLANNING incorporated GRAPHIC SCALE 0 20 40 80 ( IN FEET' ) t inch = 40 ft. BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CITY OF REN TON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. DATUM: CITY OF RENTON - NAVD 1988 ELEVATION: 547.94 1so 1 9/25/02 WETLAND LOCATIONS REV NU. 0AiC UL Sf,-1i'Il Vi,'l'd T17 LAKERIDGE DEVELOPMENT P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425)228-9750 TOPOGRAPHIC LIBERTY PLAT qi iRVFY PWIMN F' TEP E 1 „ = 40' .,. 01470T 2 ;laEf_ 1 2 JAN 02 01470 LUA-oB-lil i Yx NAI tMm 40 LEGEND EX. FIRE F z EX. WATER ® EX. WA TER 0 EX BOLLAF -0- EX_ UTILIT' EX. UT!LIT` © EX. CATCH o EX. MAILB( Zr EX. SIGN -�-w- EX. CHAIN! EX WOOD I —X— X— EX BARB 1 EX STREET -- EX STORM GRAPHIC SCALE, BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. DATUM: CITY OF RENTON - NAVD 1988 ELEVATION: 547.94 IE _ 1 9/25/02 SOIL LOG LOCATIONS ?EV. NO. DATE DESCRIPTION APPROVED DALEY--MORROW-POBLETE, INC. (DENT LAKERIDGE DEVELOPMENT 726 AUBURN WAY NORTH P.O. BOX '146, RENTON, WA., 98057 AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (I=AX)333-2206 PHONE No. (425)228-9750 TOPOGRAPHIC N _ LIBERTY PLAT E GINEERIN� SURVEYING SURVEY ® � i'' LAND PLANNING incorporated DIZ4tNN BY TEP SCALE 1" = 40— Df�'ty G 01470T 1 SHEEP —�.— APPROVED DAIS 2 J A N 02 f °D'01470 of -- 2 -- vgTUV � If i 11 IN I' •I r .� Jur •�- • - - - - ---- " '�, ' '.t" lei'" i4W 13 I I w— _ .� ! J e O Junior "iah / . °� - �'�. A p 7 I INN— Q � V.-t P Q) r` LIBERTY GROVE & LIBERTY GROVE CONTIGUOUS School Walking Route Analysis A field reconnaissance was conducted on July 2, 2003 to determine the existing condition of likely school walking routes. The location of existing school bus stops and preferred safe walking route standards was provided by the Issaquah School District. The analysis indicates that no safe walking route exists from the proposed preliminary plats of LG or LGC to any of the adjacent school facilities. 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AUBURN, WA. 98002 PHONE: (253)333--2200 FAX: (253)333-2206 PROJECT r _ i � ENGINEERING - SURVEYING ® ®), - LAND PLANNING incorporated ■ URAWN BY DATE Lo --3p ®oo - :. - w.w..W,,.W:.:.,rwwz,.........-.wu+o..-«+•...�,.-....+ .-..,,>,w we FIELD I' }' 3 1 I'; , 114 ij I �»):1 qz:e d I [,I � d N' i ...u,K.,,«, .: i DESCRIP110N APPROVED LAKERIDGE DEVELOPMENT P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425)228-9750 PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS SITE PLAN SCALE 1 " = 60' DRAW"00147OPPGRCON S!IEET 3 DA7E 10 MAR 03 JOB/ 01470 Of 3 A 0 8 --w1 I{ ,r- 'romw OF a 1tus YJX IS FOR THE PWOSB. 4 ' d�3.s�o � K.C. 2E-MAjo 4 TO SEW ACC!Mr?. C-0 �o 0-S88-92-.s13073 E - SCALE 1 " 1 � r 0 -.3-37 /3Jo 87-•4(� `-11 Qw 2-3- n130 5.74 •0 3 a N3 ° 4G go 78 9 2. 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LIBERTY GROVE CONTIGUOUS: TRACTS 1 AND 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET OF SAID TRACT 1; AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET OF SAID TRACT 1 AS PER KING COUNTY ENGINEER SUBDIVISION No. 6846, RECORDED UNDER RECORDING No. 9410250673; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SITE ADDRESS & PARCEL NO. LIBERTY GROVE 13535 160TH AVE. S.E. RENTON, WA. 98056 PARCEL # 3664500140 LIBERTY GROVE CONTIGUOUS 13612 160TH AVE. S.E. RENTON, WA 90959 PARCEL # 1457500085 13644 160TH AVE. S.E. RENTON, WA 98059 PARCEL # 1 q-57500090 VERTICAL DATUM CITY OF RENTON-NAVD 1988 BENCH MARK: BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 TABLE OF CONTENTS SHEET No. TITLE 1 of 19 COVER SHEET 2 of 19 DECISION 3 of 19 EXISTNG CONDITIONS 4 of 19 HORIZONTAL SITE PLAN 5 of 19 STREET AND STORM DRAINAGE PLAN I 6 of 19 STREET AND STORM DRAINAGE PLAN II 7 of 19 OFFSITE STORM DRAINAGE PLAN 8 of 19 160TH AVE S.E. STREET AND STORM DRAINAGE PROFILE 9 of 19 160TH AVE. S.E. OFF -SITE -PROFILE 10 of 19 S.E. 135TH PL. STREET AND STORM DRAINAGE PROFILE 11 of 19 S.E. 160TH ST. STREET & STORM PROFILE 12 of 19 162ND PL. S.E. AND S.E.137TH ST. STREET AND STORM PROFILES 13 of 19 DETENTION POND DETAILS 14 of 19 DETAILS AND NOTES 1 15 of 19 DETAILS AND NOTES II 16 of 19 LIBERTY GROVE GRADING AND T.E.S.C. PLAN 17 of 19 LIBERTY GROVE CONTIGUOUS GRADING AND T.E.S.C. PLAN 18 of 19 T.E.S.C. DETAILS & NOTES 19 of 19 STREET TREE PLAN 1 of 1 LIBERTY GROVE REC PLAN (SUBMITTED SEPARATELY) 1 of 1 LIBERTY GROVE CONTIGUOUS REC PLAN (SUBMITTED SEPARATELY) S I POND RE'CAININd ktALL SCHOOL ACCESS NOTE: A SCHOOL ACCESS ROUTE AS REQUIRED BY PLAT .CONDITION 22 SHALL BE REVIEWED, APPROVED AND BONDED PRIOR TO RECORDING. SEE AND REFER TO PROPOSED SCHOOL WALKWAY PLAN OF EVENDELL L01 P0016. MITIGATION FOR HIGH ACCIDENT LOCATION NOTE! COMPLIANCE WITH CONDITION 20 OF BOTH LIBERTY GROVE' AND LIBERTY GROVE CONTIGUOUS SHALL BE ACCOMPLISHED' BY COMPLETING THE REMAINDER OF THE IMPROVEMENTS TO SOUTHEAST 136TH STREET, BETWEEN 158TH AVENUE SE AND 160TH AVENUE SE, AND BY REVISING THE CHANNELIZATION AT THE INTERSECTION. OF 156TH AVENUE SE/SE 136TH STREET TO PROVIDE A SOUTHBOUND LEFT TURN LANE. BOTH rr. IMPROVEMENTS SHALL BE COMPLETED AS PART OF THE EVENDELL PLAT (1-01 P0016), AND ARE SHOWN ON THE APPROVED EVENDELL PLAT PLANS. IF THE PROPOSED IMPROVEMENTS CANNOT BE COMPLETED BY THE EVENDELL PLAT, THEN LIBERTY GROVE/LIBERTY GROVE CONTIGUOUS SHALL COMPLETE THE ABOVE MENTIONED IMPROVEMENTS PER THE APPROVED EVENDELL PLAT PLANS. S HA b IA/C S KALL M PENPVC-P o N 1=lNAL GoRR EtiTC_D PLANS. S. KING COUNTY D.D.E.S. 15 L-5 O.r Review Wgineer Completion Date Senior Engineer Completion Date Vicinity Map 10 11 N �> SE 128TH N 15 RIVER 4 \' REGIONAL �t PARK 22 Soils Map 14 SITE La V) 'T v� �j 23 W V) Q 13 ERN H.S. > MAPLE OOD HEIGHTS V) PARK SE 144TH ST RENTON FISH AND GAME CLUB 149TH SZ REC AREA ^ w LL¢. Scale 1 "= 2000' QUO .Notice Required Contractors shall notify operators who maintain underground utility lines the area of proposed excavation or blasting at least two business°iidys,.4.> 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 CITY OF RENTON 425-430-7200 Sanitary Sewer KING COUNTY WATER DISTRICT No. 90 425-255-9600 Water District PUGET SOUND ENERGY 425-455-5120 Gas Company PUGET SOUND ENERGY 425-455-5120 Power Company Call Before You Dig DIAL —A —DIG 1-800-424-5555 N otes 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 consti uction 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 $ -A — Performance Bond Amount s ` Site Plan Approval 0 Approval of these plans is for construction of road and drainage V N improvements, site drainage & grading and temporary erosion Z control in unincorporated King County only. These plans do not authorize any other utility approval or improvements proposed jjj moo^ in any State right of way. }-1:;:; Site plan approval is void if the commercial building permit has M Zz „ not been obtained or renewed within two years of approval. }pQ IL QLL_ Subdivision plan approval is void if the final plat is not recorded I 3� z ZT_0 prior to the preliminary plat approval expiration. a:.31N Ccm 1 0 QZro PRO RATA SHARE ASSESSMENT ANALYSIS Cm (County Use Only) W QN Section Township Range Tax Parcel Number _! 1 141 12 1 3 10 1 5 131 616 1415 101 101114111 < W 1 4 5 7 5 0 0 0 8 5 0 1 4 5 7 5 0 0 0 9 0 = Site Location is within the drainage shed(s) 0- Pro Rota 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 2�27 j04 & Ordinance # 14901. 14902 Expiration Date: Preliminary Map Approval Other Construction Permits Received Right -of -Way Use Permit Grading Building/Structural Oth er Emergency 911 Police —Fire —Rescue RECOMMENDED FOR APPROVAL Date as En r Pan Reviewer L Engineer pervisor Traffic & Planning Engineer King County Conservation District Structural Review Engineer Other APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES King County, Washington Jro gg GDate ature � U LAKERIDGE DEVELOPMENT (425) 228-9750 a o a) Name Phone aa) o 3: aai P.O. BOX 146, RENTON, WA 98057 DUO—! ❑ ®❑ Address and Zip Code * A Corporation ❑ A Partnership ❑ An Individual LAKERIDGE DEVELOPMENT (425) 228-9750 a) .a,,' Name Phony; c c � o o P.O. BOX 146, RENTON, WA 98057 EL ®❑ Address and Zip Code ® A Corporation ❑ A Partnership ❑ An Individuals L L DALEY—MORROW—POBLETE, INC.(253) 333-2200 C Name Phone Ln Lf) CU L0 00 v) 00 q E O 00 _1 _1 J E lz,n Wz o CJ LU I•-p UW Q) �a z= O �o L n- Q 0 W(3 �Z COZ IJ (31L 910 WQ ZJ Z w m V 0 0 a L 0 0 C 07 Q) E z N l� N- U JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Approval Date a AUBURN, WA 98002 STAMP NOT VALID UNLESS SIGNED & DATED � L � 726 AUBURN WAY NORTH, -- U (n o Ld ® ® Address and Zip Code Sheet 1 of 19 REV. NO. DATE DESCRIPTION APPROVED LkONMV I DATE: 04/27/05 11%Project\01-470 LIBERTY\dwg\01470EN133,dw9 4/27/2005 11,37,48 AI II 0 qq 1� 0 THE PROPOSE`? PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS, AS REVISED AND RECEIVED SEPTEMBER 3, 2003, UTILIZING UP TO 5 DENSITY CREDITS (TRANSFERABLE DENSITY RIGHTS), IS APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS OF FINAL PLAT APPROVAL 1. COMPLIANCE WITH ALL PLATTING PROVISIONS OF TITLE 19 OF THE KING COUNTY CODE. 2. ALL PERSONS HAVING AN OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINAL PLAT A DEDICATION WHICH INCLUDES THE LANGUAGE SET FORTH IN KING COUNTY COUNCIL MOTION NO. 5952. 3. A. THE PLAT SHALL COMPLY WITH THE MAXIMUM DENSITY (AND MINIMUM DENSITY) REQUIREMENTS OF THE R-4 ZONE CLASSIFICATION. ALL LOTS SHALL MEET THE MINIMUM DIMENSIONAL REQUIREMENTS OF THE R-4 ZONE CLASSIFICATION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY PLAT, WHICHEVER IS LARGER, EXCEPT THAT MINOR REVISIONS TO THE PLAT WHICH DO NOT RESULT IN SUBSTANTIAL CHANGES MAY BE APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. B. THE APPLICANT SHALL PROVIDE TRANSFER OF DENSITY CREDIT DOCUMENTATION TO DOES PRIOR TO FINAL APPROVAL TO ALLOW TRANSFER OF A MAXIMUM OF FIVE DENSITY CREDITS. C. FENCE ENCROACHMENT SHALL BE RESOLVED TO THE SATISFACTION OF KING COUNTY DOES LUSD OR THE ENCROACHMENT AREA SHALL BE CONVEYED TO THE ADJOINING PROPERTY PRIOR TO THE RECORDING OF THE FINAL PLAT. THE APPLICANT SHALL DOCUMENT THE IMPACT ON LOT DENSITY BY THE EXCLUSION OF ANY ENCROACHMENT AREA. 4. THE APPLICANT MUST OBTAIN FINAL APPROVAL FROM THE KING COUNTY HEALTH DEPARTMENT FOR ABANDONMENT OF EXISTING SEPTIC SYSTEMS ON -SITE, INCLUDING DRAINFIELDS THAT SERVE OFF -SITE HOMES. 5. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE WITH THE KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 11187, AS AMENDED (1993 KCRS, EXCEPT AS MODIFIED BY VARIANCE. 6. THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR THE ADEQUACY OF THE FIRE HYDRANT, WATER MAIN, AND FIRE FLOW STANDARDS OF CHAPTER 17.08 OF THE KING COUNTY CODE. 7. FINAL PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH THE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04. COMPLIANCE MAY RESULT IN REDUCING THE NUMBER AND/OR MODIFYING THE LOCATION OF LOTS AS SHOWN ON THE PRELIMINARY APPROVED PLAT. PRELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL WHICH REPRESENT PORTIONS OF THE DRAINAGE REQUIREMENTS. ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFACE WATER DESIGN MANUAL (SWDM) MUST ALSO BE SATISFIED DURING ENGINEERING AND FINAL REVIEW. A. DRAINAGE PLANS AND ANALYSIS SHALL COMPLY WITH THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL AND APPLICABLE UPDATES ADOPTED BY KING COUNTY. ODES APPROVAL OF THE DRAINAGE AND ROADWAY PLANS IS REQUIRED PRIOR TO ANY CONSTRUCTION. B. CURRENT STANDARD PLAN NOTES AND ESC NOTES, AS ESTABLISHED BY DDES ENGINEERING REVIEW, SHALL BE SHOWN ON THE ENGINEERING PLANS. C. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT: ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS # ON THE FILE WITH DOES AND/OR THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE." D. THE STORM WATER CONTROL FACILITY SHALL BE LOCATED IN A SEPARATE TRACT AND DEDICATED TO KING COUNTY UNLESS PORTIONS OF THE DRAINAGE TRACT ARE USED FOR REQUIRED RECREATION SPACE IN ACCORDANCE WITH KCC 21A.14.180. 8. A DRAINAGE ADJUSTMENT (LO3VO065) IS APPROVED FOR THIS SITE AND FOR THE LIBERTY GROVE SITE (LO3P0006). THE ADJUSTMENT ALLOWS COMBINING THE STORM WATER FROM BOTH SUBDIVISIONS ON THE LIBERTY GROVE CONTIGUOUS SITE; AND ROUTING POST DEVELOPED FLOWS TO 160TH AVE. SE. A FLOW SPUTTER IS PROPOSED TO MAINTAIN EXISTING FLOWS TO THE SOUTH. ALL CONDITIONS OF APPROVAL FOR THIS ADJUSTMENT SHALL BE MET PRIOR TO ENGINEERING PLAN APPROVAL A CONCEPTUAL DRAINAGE PLAN SHOWING THE PRELIMINARY CONFIGURATION WAS RECEIVED MARCH 11, 2003. 9. THE STORMWATER DETENTION FACILITY SHALL BE DESIGNED TO THE LEVEL 3 FLOW CONTROL STANDARD IN THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). THE FACILITY SHALL ALSO BE DESIGNED TO MEET THE BASIC WATER QUALITY MENU. 10. THE DOWNSTREAM DRAINAGE SYSTEM ALONG THE EAST SIDE OF 160TH AVE SE FROM THE SOUTH PLAT BOUNDARY TO APPROXIMATELY 50 FEET SOUTH OF THE CULVERT 29 (HOUSE # 14028); SHALL BE IMPROVED TO ACHIEVE ADEQUATE DRAINAGE CAPACITY PER THE 1998 KCSWDM. CULVERT 29 IS SHOWN IN THE LEVEL 1 OFFSITE ANALYSIS RECEIVED SEPTEMBER 3, 2003. PLANS AND SUPPORTING CAPACITY ANALYSIS FOR THIS IMPROVEMENT SHALL BE SUBMITTED WITH THE ENGINEERING PLANS. 11. THE 100-YEAR FLOODPLAIN FOR ANY ON -SITE WETLANDS OR STREAMS SHALL BE SHOWN ON THE ENGINEERING PLANS AND THE FINAL PLAT PER SPECIAL REQUIREMENT #2 OF THE KCSWDM. 12. THE FOLLOWING ROAD IMPROVEMENTS ARE REQUIRED TO BE CONSTRUCTED ACCORDING TO THE 1993 KING COUNTY ROAD STANDARDS (KCRS): A. SE 137TH STREET (THE INTERNAL ACCESS STREET) SHALL BE IMPROVED TO THE URBAN SUBACCESS STREET STANDARD. B. 162ND PLACE SOUTHEAST SHALL BE IMPROVED TO THE URBAN SUBACCESS STREET STANDARD FROM SE 137TH ST TO SE 136TH ST, AND IMPROVED TO THE MINOR ACCESS STREET STANDARD SOUTH OF SE 137TH ST. C. 160TH AVE SE FROM THE SOUTH PLAT BOUNDARY TO SE 136TH ST SHALL BE IMPROVED TO THE URBAN NEIGHBORHOOD COLLECTOR STANDARD (EAST SIDE ONLY). D. SE 136TH ST FROM 160TH AVE. SE TO 162ND AVE. SE SHALL BE IMPROVED TO THE URBAN NEIGHBORHOOD COLLECTOR STANDARD (SOUTH SIDE ONLY); EXCEPT FOR THE FIRST 270 FEET EAST OF 160TH AVE. SE. THE FIRST 270 FEET CAN TRANSITION TO A NARROWER WIDTH TO AVOID CREATING AN ADVERSE GRADE TO THE EXISTING THREE DRIVEWAYS. REVERSE SLOPE DRIVEWAYS OR OTHER DESIGNS MAY BE CONSIDERED BY ODES AT ENGINEERING PLAN REVIEW STAGE. E. TRACTS D AND E SHALL EACH BE IMPROVED AS A JOINT USE DRIVEWAY PER SECTION 3.01 OF THE KCRS. THE TRACTS SHALL BE OWNED AND MAINTAINED BY THE OWNERS OF THOSE LOTS BEING SERVED. F. A R/W RADIUS SHALL BE DEDICATED AT THE SOUTHWEST QUADRANT OF 162ND AVE SE AND SE 136TH ST. (NORTHEAST CORNER OF LOT 9). G. MODIFICATIONS TO THE ABOVE ROAD CONDITIONS MAY BE CONSIDERED ACCORDING TO THE VARIANCE PROVISIONS IN SECTION 1.08 OF THE KCRS. 13. ALL UTILITIES WITHIN PROPOSED RIGHTS -OF -WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL PLAT RECORDING. 14. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), BY PAYING THE REQUIRED MPS FEE AND ADMINISTRATION FEE AS DETERMINED BY THE APPLICABLE FEE ORDINANCE. THE APPLICANT HAS THE OPTION TO EITHER: (1) PAY THE MPS FEE AT FINAL PLAT RECORDING, OR (2) PAY THE MPS FEE AT THE TIME OF BUILDING PERMIT ISSUANCE. IF THE FIRST OPTION IS CHOSEN, THE FEE PAID SHALL BE THE FEE IN EFFECT AT THE TIME OF PLAT APPLICATION AND A NOTE SHALL BE PLACED ON THE FACE -OF THE PLAT THAT READS, "ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID." IF THE SECOND OPTION IS CHOSEN, THE FEE PAID SHALL BE THE AMOUNT IN EFFECT AS OF THE DATE OF BUILDING PERMIT APPLICATION. 15. THE PROPOSED SUBDIVISION SHALL COMPLY WITH THE SENSITIVE AREAS CODE AS OUTLINED IN KCC 21A.24. PRELIMINARY PLAT REVIEW HAS IDENTIFIED THE FOLLOWING SPECIFIC REQUIREMENTS THAT APPLY TO THIS PROJECT. ALL OTHER APPLICABLE REQUIREMENTS FROM KCC 21A.24 SHALL ALSO BE ADDRESSED BY THE APPLICANT. A. THE CLASS 3 WETLAND SHALL HAVE A MINIMUM 25-FOOT BUFFER OF UNDISTURBED VEGETATION AS MEASURED FROM THE WETLAND EDGE. B. BUFFER WIDTH AVERAGING MAY BE ALLOWED BY KING COUNTY IF IT WILL PROVIDE ADD111ONAL PROTECTION TO THE WETLAND OR ENHANCE THERE FUNCTIONS, AS LONG AS THE TOTAL AREA CONTAINED IN THE BUFFER ON THE DEVELOPMENT PROPOSAL SITE DOES NOT DECREASE. IN NO AREA SHALL THE BUFFER BE LESS THAN 65 PERCENT OF THE REQUIRED MINIMUM DISTANCE. TO ENSURE SUCH FUNCTIONS ARE ENHANCED A MITIGATION PLAN WILL PE REQUIRED FOR THE REMAINING ON -SITE SENSITIVE AREAS. AN ENHANCEMENT PLAN SHALL BE SUBMITTED FOR REVIEW DURING FINAL ENGINEERING REVIEW. - C. SENSITIVE AREA TRACTTI S) SHALL BE USED TO DELINEATE 'AND PROTECT SENS!VL AREAS AND BUFFERS IN DEVELOPMENT PROPOSALS FOR SUBDIVISIONS AND SHALL BE RECORDED ON ALL DOCUMENTS OF TITLE OF RECORD FOR ALL AFFECTED LOTS. D. A 15-FOOT BSBL SHALL BE ESTABLISHED FROM THE EDGE OF BUFFER AND/OR FHE SENSITIVE AREAS TRACT(S) AND SHOWN ON ALL AFFECTED LOTS. E. A MITIGATION PLAN AND FINANCIAL GUARANTEE/BOND WILL BE REQUIRED FOR ANY PROPOSED IMPACTS OF SENSITIVE AREAS. THE BOND AMOUNT WILL INCLUDE ALL COMPONENTS OF THE MITIGATION PLAN INCLUDING, BUT NOT LIMITED TO, PLANTINGS, GRADING, FENCING, SIGNS, INSPECTIONS, AND MONITORING FOR FIVE YEARS. F. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES ON THE SITE, THE APPLICANT SHALL TEMPORARILY MARK SENSITIVE AREAS TRACT(S) IN A HIGHLY VISIBLE MANNER, AND THESE AREAS MUST REMAIN SO MARKED UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN 7HE VICINITY OF THE SENSITIVE AREAS ARE COMPLETED. G. PRIOR TO FINAL APPROVAL OF CONSTRUCTION ACTIVITIES ON THE SITE, THE BOUNDARY BETWEEN THE SENSITIVE AREA TRACT(S) AND ADJACENT LAND SHALL BE IDENTIFIED USING PERMANENT SIGNS. SIGN SPECIFICATIONS SHALL BE SHOWN ON FINAL ENGINEERING PLANS AND SHALL BE INSTALLED EVERY 50 FEET OR AS DEEMED APPROPRIATE BY COUNTY STAFF AT THE TIME OF ENGINEERING REVIEW. H. DURING ENGINEERING PLAT REVIEW THE APPLICANT SHALL PROVIDE A WETLAND HYDROLOGY ANALYSIS TO DEMONSTRATE HOW THE WETLAND HYDROLOGY WILL BE MAINTAINED POST -CONSTRUCTION. I. DETENTION OUT -FALL STRUCTURES MAYBE PERMITTED WITHIN THE WETLAND BUFI-ERS, HOWEVER, STRUCTURES SHALL BE LOCATED IN THE OUTER EDGE OF THE BUFFER, IF POSSIBLE. ALL BUFFER IMPACTS SHALL BE MITIGATED. J. DEVELOPMENT AUTHORIZED BY THIS APPROVAL MAY REQUIRE OTHER STATE AND/OR FEDERAL PERMITS OR APPROVALS. IT IS THE APPLICANTS RESPONSIBILITY TO CORRESPOND WITH THESE AGENCIES PRIOR TO BEGINNING WORK ON THE SITE. K. DURING ENGINEERING REVIEW, THE PLAN SET SHALL BE ROUTED TO THE SENSITIVE AREAS GROUP TO DETERMINE IF THE ABOVE CONDITIONS HAVE BEEN MET. 16. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL ENGINEERING PLAN AND RECORDED PLAT: RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE . AREAS AND BUFFERS E PUBLIC A BENEFICIAL INTEREST E AND WITHINTRACT/SENSITIVE ARE A D BUFFER. DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE P B IC RE IN THE L iH THE A N THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER.. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSIIIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. 17. SUITABLE RECREATION SPACE SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS KCC 21A.14.180 AND KCC 21A.14.190 INCLUDING SPORT COURT[S], CHILDREN'S PLAY EQUIPMENT, PICNIC TABLE[S], BENCHES, ETC. A. A DETAILED RECREATION SPACE PLAN (I.E., LANDSCAPE SPECS, EQUIPMENT SPECS, ETC.) SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY DDES AND KING COUNTY PARKS PRIOR TO OR CONCURRENT WITH THE SUBMITTAL OF THE ENGINEERING PLANS. THIS PLAN SHALL COMPLY WITH ORDINANCE # 14045. B. A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT. 18. A HOMEOWNERS' ASSOCIATION OR OTHER WORKABLE ORGANIZATION SHALL BE ESTABLISHED TO THE SATISFACTION OF DDES WHICH PROVIDES FOR THE OWNERSHIP AND CONTINUED MAINTENANCE OF THE RECREATION, OPEN SPACE AND/OR SENSITIVE AREA TRACT(S). 19. STREET TREES SHALL BE INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS, AND SHALL COMPLY WITH SECTION 5.03 OF THE KCRS AND KCC21A.16.050: A. TREES SHALL BE PLANTED AT A RATE OF ONE TREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. 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. 1F 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, AND 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 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. A LANDSCAPE INSPECTION FEE SHALL ALSO BE SUBMITTED PRIOR TO PLAT RECORDING. THE INSPECTION FEE IS SUBJECT TO CHANGE BASED ON CURRENT COUNTY FEES. SEPA 20. THE FOLLOWING HAVE BEEN ESTABLISHED BY SEPA AS NECESSARY REQUIREMENTS TO MITIGATE THE ADVERSE ENVIRONMENTAL IMPACTS OF THIS DEVELOPMENT. THE APPLICANTS SHALL DEMONSTRATE COMPLIANCE WITH THESE ITEMS PRIOR TO FINAL APPROVAL . INDIVIDUALLY, OR JOINT WITH OTHER AREA DEVELOPERS, THE APPLICANT SHALL DESIGN AND CONSTRUCT IMPROVEMENTS TO SOUTHEAST 128TH STREET AT 160TH AVE. SE TO MITIGATE PROJECT IMPACTS AT THE HIGH ACCIDENT LOCATION. OR, THE APPLICANT SHALL REDUCE THE PROJECT IMPACTS AT THE HIGH ACCIDENT LOCATION BY COMPLETING THE REMAINDER OF THE IMPROVEMENTS TO SOUTHEAST 136TH STREET (I.E. ADDITIONAL PAVING, CONCRETE CURBS, GUTTERS AND SIDEWALKS), BETWEEN 158TH AVENUE SE AND 160TH AVENUE SE, AND, REVISE THE CHANNELIZATTON AT THE INTERSECTION OF 156TH AVENUE SE/SE 136TH STREET TO PROVIDE A SOUTHBOUND LEFT TURN LANE. SCHOOL MITIGATION FEES 21. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO KING COUNTY CODE 21A.43, WHICH IMPOSES IMPACT FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL APPROVAL, FIFTY PERCENT (507) OF THE IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO RECORDING, USING THE FEE SCHEDULES IN EFFECT WHEN THE PLAT RECEIVES FINAL APPROVAL. THE BALANCE OF THE ASSESSED FEE SHALL BE ALLOCATED EVENLY TO THE DWELLING UNITS IN THE PLAT AND SHALL BE COLLECTED PRIOR TO BUILDING PERMIT ISSUANCE. SCHOOL WALKWAYS 22. THE APPLICANT, INDIVIDUALLY OR IN CONJUNCTION WITH OTHER DEVELOPERS, SHALL CONSTRUCT AN OFF -SITE WALKWAY TO LIBERTY HIGH SCHOOL FROM THE SITE. THE WALKWAY SHALL BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY FROM 160TH AVE SE, EAST ALONG SE 135TH STREET TO 166TH AVE SE, AND SOUTH TO LIBERTY HIGH SCHOOL AT SE 136TH STREET, OR VIA ALTERNATIVE RIGHT-OF-WAY AND EASEMENTS THAT BECOME AVAILABLE AND ARE APPROVED BY DDES. ONE ACCEPTABLE ALTERNATIVE WOULD BE TO USE FUTURE RIGHT-OF-WAY OF SOUTHEAST 136TH STREET AND 162ND AVENUE SOUTHEAST TO CONNECT WITH THE SIDEWALK IMPROVEMENT OF "FIVE LOT SUBDIVISION," AND THROUGH THE PLAT OF "FIVE LOT SUBDIVISION"/LOOP0023 TO THE SOUTHWEST GATE OF UBERTY HIGH SCHOOL THE WALKWAY SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE 1993 KING COUNTY ROAD STANDARDS AND SHOWN ON THE ENGINEERING PLANS FOR DDES REVIEW AND APPROVAL. ANY SURFACING ALTERNATIVE FROM THE KING COUNTY ROAD STANDARDS (KCRS 3.09) MAY BE SUBMITTED FOR APPROVAL THROUGH A ROAD VARIANCE APPLICATION. THE PROPOSED PRELIMINARY PLAT OF LIBERTY GROVE, AS REVISED AND RECEIVED SEPTEMBER 3, 2003, UTILIZING UP TO 5 DENSITY CREDITS (TRANSFERABLE DENSITY RIGHTS), IS APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS OF FINAL PLAT APPROVAL. 1. A. COMPLIANCE WITH ALL PLATTTNG'PROVISIONS OF TITLE 19 OF THE KING COUNTY CODE. B. PRIOR TO THE RECORDING OF LIBERTY GROVE, THE PLAT OF LIBERTY GROVE CONTIGUOUS SHALL BE RECORDED (AS DRAINAGE FACILITIES FOR LIBERTY GROVE WILL BE CONSTRUCTED OFF -SITE IN THE PLAT OF LIBERTY GROVE CONTIGUOUS). 2. ALL PERSONS HAVING AN OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINAL PLAT A DEDICATION WHICH INCLUDES THE LANGUAGE SET FORTH IN KING COUNTY COUNCIL MOTION NO. 5952. 3. A. THE PLAT SHALL COMPLY WITH THE MAXIMUM DENSITY (AND MINIMUM DENSITY) REQUIREMENTS OF THE R-4 ZONE CLASSIFICATION. ALL LOTS SHALL MEET THE MINIMUM DIMENSIONAL REQUIREMENTS OF THE R-6 ZONE CLASSIFICATION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY PLAT, WHICHEVER IS LARGER, EXCEPT THAT MINOR REVISIONS TO THE PLAT WHICH DO NOT RESULT IN SUBSTANTIAL CHANGES MAY BE APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. B. THE APPLICANT SHALL PROVIDE TRANSFER OF DENSITY CREDIT DOCUMENTATION TO DDES PRIOR TO FINAL APPROVAL TO ALLOW TRANSFER OF A MAXIMUM OF FIVE DENSITY CREDITS. 4. THE APPLICANT MUST OBTAIN FINAL APPROVAL FROM THE KING COUNTY HEALTH DEPARTMENT FOR ABANDONMENT OF EXISTING SEPTIC SYSTEMS ON -SITE SERVING ON AND OFF -SITE HOMES. 5. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE WITH THE KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 11187, AS AMENDED (1993 KCRS. 6. THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR THE ADEQUACY OF THE FIRE HYDRANT, WATER MAIN, AND FIRE FLOW STANDARDS OF CHAPTER 17.08 OF THE KING COUNTY CODE. 7. FINAL PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH THE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04. COMPLIANCE MAY RESULT IN REDUCING THE NUMBER AND/OR LOCATION OF LOTS AS SHOWN ON THE PRELIMINARY APPROVED PLAT. PRELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL WHICH REPRESENT PORTIONS OF THE DRAINAGE REQUIREMENTS. ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFACE WATER DESIGN MANUAL (SWDM) MUST ALSO BE SATISFIED DURING ENGINEERING AND FINAL REVIEW. A. DRAINAGE PLANS AND ANALYSIS SHALL COMPLY WITH THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL AND APPLICABLE UPDATES ADOPTED BY KING COUNTY. DOES APPROVAL OF THE DRAINAGE AND ROADWAY PLANS IS REQUIRED PRIOR TO ANY CONSTRUCTION. B. CURRENT STANDARD PLAN NOTES AND ESC NOTES, AS ESTABLISHED BY DOES ENGINEERING REVIEW, SHALL BE SHOWN ON THE ENGINEERING PLANS. C. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT: ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS # ON THE FILE WITH DOES AND/OR THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE." D. THE STORM WATER CONTROL FACILITY SHALL BE LOCATED IN A SEPARATE TRACT AND DEDICATED TO KING COUNTY UNLESS PORTIONS OF THE DRAINAGE TRACT ARE USED FOR REQUIRED RECREATION SPACE IN ACCORDANCE WITH KCC 21A.14.180. 8. A DRAINAGE ADJUSTMENT (LO3VO065) IS APPROVED FOR THIS SITE AND FOR THE LIBERTY GROVE CONTIGUOUS SITE (LO3P0005). THE ADJUSTMENT ALLOWS COMBINING THE STORM WATER FROM BOTH SUBDIVISIONS ON THE LIBERTY GROVE CONTIGUOUS SITE; AND ROUTING POST DEVELOPED FLOWS TO 160TH AVE. SE. A FLOW SPUTTER IS PROPOSED TO MAINTAIN EXISTING FLOWS TO THE SOUTH. ALL CONDITIONS OF APPROVAL FOR THIS ADJUSTMENT SHALL BE MET PRIOR TO ENGINEERING PLAN APPROVAL. A CONCEPTUAL DRAINAGE PLAN SHOWING THE PRELIMINARY CONFIGURATION WAS RECEIVED MARCH 11, 2003. 9. THE STORMWATER DETENTION FACILITY SHALL BE DESIGNED TO THE LEVEL 3 FLOW CONTROL STANDARD IN THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). THE FACILITY SHALL ALSO BE DESIGNED TO MEET THE BASIC WATER QUALITY MENU. 10. THE DOWNSTREAM DRAINAGE SYSTEM ALONG THE EAST SIDE OF 160TH AVE SE FROM THE SOUTH PLAT BOUNDARY OF LIBERTY GROVE CONTIGUOUS TO APPROXIMATELY 50 FEET SOUTH OF THE CULVERT 29 (HOUSE # 14028); SHALL BE IMPROVED TO ACHIEVE ADEQUATE DRAINAGE CAPACITY PER THE 1998 KCSWDM. CULVERT 29 IS APPROXIMATELY 900 FEET SOUTH OF THE SOUTHWEST CORNER OF LCG SITE AND IS SHOWN IN THE LEVEL 1 OFFSITE ANALYSIS RECEIVED SEPTEMBER 3, 2003. PLANS AND SUPPOR NG CAPACITY ANALYSIS FOR THIS IMPROVEMENT SHALL BE SUBMITTED WITH THE ENGINEERING PLANS. 11. THE 100-YEAR FLOODPLAIN FOR ANY ON -SITE WETLANDS OR STREAMS SHALL BE SHOWN ON THE ENGINEERING PLANS AND THE FINAL PLAT PER SPECIAL REQUIREMENT #2 OF THE KCSWDM. 12. THE FOLLOWING ROAD IMPROVEMENTS ARE REQUIRED TO BE CONSTRUCTED ACCORDING TO THE 1993 KING COUNTY ROAD STANDARDS (KCRS): A. SE 135TH PL SHALL BE IMPROVED TO THE URBAN SUBACCESS STREET STANDARD. . B. FRONTAGE: THE FRONTAGE ALONG 160TH AVE SE SHALL BE IMPROVED TO THE URBAN NEIGHBORHOOD COLLECTOR STANDARD(WEST SIDE ONLY). C. FRONTAGE: THE FRONTAGE ALONG SE 136TH ST MAY BE IMPROVED TO THE URBAN STANDARDS PER THE SEPA MITIGATION LIST. D. TRACE A SHALL BE IMPROVED AS A PRIVATE ACCESS TRACT ACCORDING TO SECTION 2.09 OF THE KCRS. THE TRACT SHALL BE OWNED AND MAINTAINED BY THE OWNERS OF THOSE LOTS BEING SERVED. TRACTS C AND D SHALL EACH BE IMPROVED AS A JOINT USE DRIVEWAY PER SECTION 3.01 OF THE KCRS. THE TRACTS SHALL BE OWNED AND MAINTAINED BY THE OWNERS OF THOSE LOTS BEING SERVED. E. A R/W RADIUS SHALL BE DEDICATED AT THE NORTHEAST QUADRANT OF 158TH AVE SE AND SE 136TH ST. (SOUTHWEST CORNER OF LOT 16), AND A SECOND RADIUS SHALL BE DEDICATED AT THE NORTHWEST QUADRANT OF 160TH AVE SE AND SE 136TH ST. (SOUTHEAST CORNER OF LOT 24). F. MODIFICATIONS TO THE ABOVE ROAD CONDITIONS MAY BE CONSIDERED ACCORDING TO THE VARIANCE PROVISIONS IN SECTION 1.08 OF THE KCRS. 13. ALL UTILITIES WITHIN PROPOSED RIGHTS -OF -WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL PLAT RECORDING. 14. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), BY PAYING THE REQUIRED MPS FEE AND ADMINISTRATION FEE AS DETERMINED BY THE APPLICABLE FEE ORDINANCE. THE APPLICANT HAS THE OPTION TO EITHER: (1) PAY THE MPS FEE AT FINAL PLAT RECORDING, OR (2) PAY THE MPS FEE AT THE TIME OF BUILDING PERMIT ISSUANCE. IF THE FIRST OPTION IS CHOSEN, THE FEE PAID SHALL BE THE FEE IN EFFECT AT THE TIME OF PLAT APPLICATION AND A NOTE SHALL BE PLACED ON THE FACE OF THE PLAT THAT READS, "ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID." IF THE SECOND OPTION IS CHOSEN, THE FEE PAID SHALL BE THE AMOUNT IN EFFECT AS OF THE DATE OF BUILDING PERMIT APPLICATION. 15. THE PROPOSED SUBDIVISION SHALL COMPLY WITH THE SENSITIVE AREAS CODE AS OUTLINED IN KCC 21A.24. PRELIMINARY PLAT REVIEW HAS IDENTIFIED THE FOLLOWING SPECIFIC REQUIREMENTS THAT APPLY TO THIS PROJECT. ALL OTHER APPLICABLE REQUIREMENTS FROM KCC 21A.24 SHALL ALSO BE ADDRESSED BY THE APPLICANT. SOUTHEAST 136TH STREET TO THE SOUTH OF THE PROJECT SITE MAY OR MAY NOT BE IMPROVED PRIOR TO BEGINNING CONSTRUCTION ON LIBERTY GROVE. IF ROAD IMPROVEMENTS ARE MADE OR ARE IN THE PROCESS OF BEING CONSTRUCTED, THEN NO WETLAND CONDITIONS SHALL APPLY. IF HOWEVER THE IMPROVEMENTS ARE NOT MADE OR ARE NOT UNDER CONSTRUCTION, THEN THE EXTENT OF THE BUFFER/WETLAND AREA SHALL BE SHOWN ON THE PLAT OF LIBERTY GROVE AND A SENSITIVE AREAS TRACT IS REQUIRED FOR THE PROTECTION OF THE CLASS 11 BUFFER/WETLAND AREA FOR THE WETLAND IDENTIFIED ON THE PLAT OF EVENDELL 16. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL ENGINEERING PLAN AND RECORDED PLAT, IF WETLAND BUFFER IS NECESSARY PER CONDITION 15 ABOVE: RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS . DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL !NTEREST' III! Tr1E LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITI E AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE 0-N PEEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/Sr:Nc51TIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND Erg% ii0-NMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. 1 THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY` MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VIC!Nl OF" THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHEf'WTSf �'PPOVIDED BY LAW. 17. SUITABLE RECREATION SPACE SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS KCC 21A.14.180 AND KCC 21A.14.190 IN PROVIDING SPORT COURT[S], CHILDREN'S PLAY EQUIPMENT, PICNIC TABLE[S], BENCHES, ETC. A. A DETAILED RECREATION SPACE PLAN (I.E., LANDSCAPE SPECS, EQUIPMENT SPECS, ETC.) SHALL BE SUBMITTED FOf� REVIEW AND APPROVAL BY DOES AND KING COUNTY PARKS PRIOR TO OR CONCURRENT WITH THE SUBMITTAL OF THE ENGINEERING PLANS. THIS PLAN SHALL COMPLY WITH ORDINANCE # 14045. B. A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT. 18. A HOMEOWNERS' ASSOCIATION OR OTHER WORKABLE ORGANIZATION SHALL BE ESTABLISHED TO THE SATISFACTION OF DOES WHICH PROVIDES FOR THE OWNERSHIP AND CONTINUED MAINTENANCE OF THE RECREATION, OPEN SPACE AND/OR SENSITIVE AREA TRACT(S). 19. STREET TREES SHALL BE INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS, AND SHALL COMPLY WITH SECTION v.03 OF THE KCRS AND KCC21A.16.050: A. TREES SHALL BE PLANTED AT A RATE OF ONE TREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. SPACING MAY BE MODIFIED TO ACCOMMODATE SIGHT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS. D ACCORDANCE G O. 5-009 OF 3 S TREES SHALL BE N E STREET RIGHT-OF-WAY AN PLANTED IN A R CE WITH DRAWING N THE 199 KING COUNTY ROAD STANDARDS UNLESS KING COUNTY B. TR H LOCATED WITH` THE 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. A E. THE SPECIES OF TREES SHALL BE APPROVED BY DOES IF LOCATED WITHIN THE RIGHT-OF-WAY, AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, AND 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 ODES PRIOR TO ENGINEERING PLAN APPROVAL G. 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. A LANDSCAPE INSPECTION FEE SHALL ALSO BE SUBMITTED PRIOR TO PLAT RECORDING. THE INSPECTION FEE IS SUBJECT TO CHANGE BASED ON CURRENT COUNTY FEES. SEPA 20. THE FOLLOWING HAVE BEEN ESTABLISHED BY SEPA AS NECESSARY REQUIREMENTS TO MITIGATE THE ADVERSE ENVIRONMENTAL IMPACTS OF THIS DEVELOPMENT. THE APPLICANTS SHALL DEMONSTRATE COMPLIANCE WITH THESE ITEMS PRIOR TO FINAL APPROVAL INDIVIDUALLY, OR JOINT WITH OTHER AREA DEVELOPERS, THE APPLICANT SHALL DESIGN AND CONSTRUCT IMPROVEMENTS TO SOUTHEAST 128TH STREET AT 160TH AVE. SE TO MITIGATE PROJECT IMPACTS AT THE HIGH ACCIDENT LOCATION. . OR, THE APPLICANT SHALL REDUCE THE PROJECT IMPACTS AT THE HIGH ACCIDENT LOCATION BY COMPLETING THE REMAINDER OF THE IMPROVEMENTS TO SOUTHEAST 136TH STREET (I.E. ADDITIONAL PAVING, CONCRETE CURBS, GUTTERS AND SIDEWALKS), BETWEEN 158TH AVENUE SE AND 160TH AVENUE SE, AND, REVISE THE CHANNELIZATION AT THE INTERSECTION OF 156TH AVENUE SE/SE 136TH STREET TO PROVIDE A SOUTHBOUND LEFT TURN LANE. SCHOOL MITIGATION FEES 21. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO KING COUNTY CODE 21A.43, WHICH IMPOSES IMPACT FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL APPROVAL, FIFTY PERCENT (507.) OF THE IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO RECORDING, USING THE FEE SCHEDULES IN EFFECT WHEN THE PLAT RECEIVES FINAL APPROVAL THE BALANCE OF THE ASSESSED FEE SHALL BE ALLOCATED EVENLY TO THE DWELLING UNITS IN THE PLAT AND SHALL BE COLLECTED PRIOR TO BUILDING PERMIT ISSUANCE. SCHOOL WALKWAYS 22. THE APPLICANT, INDIVIDUALLY OR IN CONJUNCTION WITH OTHER DEVELOPERS, SHALL CONSTRUCT AN OFF -SITE WALKWAY TO LIBERTY HIGH SCHOOL FROM THE SITE. THE WALKWAY SHALL BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY FROM 160TH AVE SE, EAST ALONG SE 135TH STREET TO 166TH AVE SE, AND SOUTH TO LIBERTY HIGH SCHOOL AT SE 136TH STREET, OR VIA ALTERNATIVE RIGHT-OF-WAY AND EASEMENTS THAT BECOME AVAILABLE AND ARE APPROVED BY DDES. ONE ACCEPTABLE ALTERNATIVE WOULD BE TO USE FUTURE RIGHT-OF-WAY OF SOUTHEAST 136TH STREET AND 162ND AVENUE SOUTHEAST TO CONNECT WITH THE SIDEWALK IMPROVEMENT OF "FIVE LOT SUBDIVISION," AND THROUGH THE PLAT OF "FIVE LOT SUBDIVISION "/LOOP0023 TO THE SOUTHWEST GATE OF LIBERTY HIGH SCHOOL THE WALKWAY SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE 1993 KING COUNTY ROAD STANDARDS AND SHOWN ON THE ENGINEERING PLANS FOR DDES REVIEW AND APPROVAL ANY SURFACING ALTERNATIVE FROM THE KING COUNTY ROAD STANDARDS (KCRS 3.09) MAY BE SUBMITTED FOR APPROVAL THROUGH A ROAD VARIANCE APPUCATION. 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Ict/ 0 \ { --- I I ( S F R I I I ....., 4es--� /I \ I \ SF 016� I - 1I I I I I SFR I SFR \ /y1/i c L'.':.'.'.':. :• I I \ E CB I III I'':- :GRAVEL" .•0141 • . ;- I I' RIM =,4g4.28 DRIVE I ..... c I� I.E,-481.33-N&S I I L- - - _CB=1Z11-i t_ - - - - - - - - J I...... \ K.=481.53-E I S R I ( I I.E.=491,79 61 7 LF 12' EX. 339' LF 12':.EX:.: CONC-Z/ p': ' '' i� \ I 0300 RIM=488.04 I CP P \ L4g8 I O'j.15`!oy -+ • • • • • I n STA:13+06.89 S.Et136TH ST. I I RIM=486.08(NO LID) I.E.=486.34� 12' CONC E \ i • • • • • • $$-- _ - l'.'.'.' .'.. I.E.=484.83-W 1 Q I ..... - I L - _ - = =- , , , , , • , =STA: 10+00 160TH AVE. S.E. 1- - - - - - - - -� I I,E.=485.64 12" CONC s :.: , , .I o, I�`+ I I.E.=484.88-E I 0260 { \,G250 I,...... .. .r or�n in ire .. _ _ __- I.E.=482.95 1'.'.':. '. I'- 1 2 I 11 Oc -^+-.- - - - v I.E.-482.46 LE.=486.24 12" CONC W I" "" x �- -' - -486- -- _ .-_ _ - I - t. 182.1 F 12" 1 3 I.E•=485.18-N(2) I.E.=491.95 0� z - I: 22.4 LF 12" EX. CONC 0 0.00% 1 4 { 0270 tx - I It ....... �. l / g8q i LE =482.46 Co . CONC 0290 I n IL ......y + W-------- - - - - - - - -- _ I. 6 ©1.2 % r . - 19.4 LF 12" EX. : •� 00 o W- YJ------ - - - - - - - -- -- _ 484- - -1 l ...... ❑ . I .:: �� Ex. 12": Conc. I CONC ®0.67% �• I 0040 1. o W W------W �-- - _ -=484 - -_ = Ex9 .. ® �� ®.® _ , 0280 LE.=484.86.'.'.'.'. �? ........... o o YJ_ - W- _ �, _ �_ _ - �...i I.E.=490.12 3 t� m ----- - -_� 00 0 - -W Aj�S_f�1-7�390" ! 484 L_ -IIL_ :___---- ------ _ �''•� r - W--------- I. LE.=4�P-13------Il-----' -�+ Win-=�� -� I : �..•� 3ar-sa _ _ I.E.=491.82 " �•' . -- oa I UNABLE TO FIND END �� ® APPROX. LOCATION --� - i 1 1.'0... AS �- !Wo W W_� ... t --- -- < ®o m GAS o LV-ilk o o ':.':::. \.'.'.'. . ® EX. 12" WATERMAIN �, - ,----� ^r -- -GAS ------_ Yl------W o - - - �..::....... 1 -. i� (.',�. q--------:-- - - c_ --- GAS --^ o W ------ ----------.'.'.'...... •,I LE.=491.75 o� r, , , , r • F :LF 12' F-X . CP "� T-. --- --- ___GAS _----GA5-=--- �i yam• I I.E.=482.21 I. 1: :.... ,.: •-:r`1-T .., �, ... ' , . ^• •_�-: ,•_ . - _ -----GAS P(�t120X..LOCATION • 12" ,WQTERMAINW.. .•.. y.... '�!�' - .,'1�-.....':.'.'...'.'...'W.'........... y . . ®� '� -r= _ ------ �z1S. .'T-- -_ .\..: .'o.'.' 38.8 LF 12° EX. I i. ' r--------- ----� I- __------- 03 =1- ----- -..dip t 5-r11 A 1 �p/�✓ QC> _ -- _---=G.'.... :.1 CPEP ®3.61% I iDRIVE I 4 _ - :.:....� ... o0 ' A -=_--- A 4 ASPHALT I _ ' i _482 I 1 DRIVE ( 1 W �- - o ,P ,• .,. � m ® -T =• _-� �. _____ t--� ( �s - � C� p�� •'•'•ji• 1- � EX. C r i OP W A I� �, .m ,�,�---1484�� \ /, v V/ W W� L I Dry > ��............ I RIM=4 .83 N 55.2 LF EX. 12" CMP .-V LT - I� u �......:.:.:.:: .. - _ �... . - - �1 fi-N I \ t......... \ r ' rn ' EX. CB :`T ;. L�-W I.E.=480.43 '''RIM=4 2 ��33 I I - IE=4✓a0.70-S I sz I \ 1 I- i I.E.=491.02 d I r / 216.7LF EX. 12" CPEP- r I.E.=ff0.80-N I ( �4 I S F R I I ` ' \ \ \ - I / I I':.':.'. Iz. ' I S R 1 CPEF} 0, 0. 4I. I �1 ` 80+ I•': •I i ' I I I I I DRAINFl)ELD-�SEMENT Rec. t� 95d�281416 1 Lam= " t 1 1 i / APPROX. LOCATION EX. I, % , 1 I pp f \ -�'^I\ & MENDED,E�iY Rec. No.'s 9 Ot 0 07 , I EX. 4" STEEL WATERMAIN "'= �j R -� /95 \ 1 I F - 4 - 50802%78 & 9802241786 B ----J -�- L---� / - -IqD ':.9': �� r1 I 0086 I I 2� ^ / ABANDO_N�ED I • I L ..... ' I I L_ - - - - - - -I 1 ¢f l`490- I I I':.. I I N__ _ S FR I - - - - - - _ OOD FEN E I I -\ I I I o ------------ ----_ - - _N'Zi E _\ \ a \ I I ,n -� - ----- 2DX- I HOUSE \ Ilr�'..: t 418 L'c.c��dj \ I i r -� - ----- - \ -- - I I \ - r'!� / l I / /EX. \ - \ I I /.off ,1T n \ CONC. \ .rL� 1 I I 8FOUNDATION ' 00i �„ ' O / \ 1 t cp \ \ I.E.=472.53 I :.... _ -, �.4 / c�/l d /l /f tp 6,\ �\ \ \ 1 I 0085 \ \ ' ( o• \ \ \ I.E.=469.68 t.':.'.'.' t X, A> �+QAGE C. LEGEND. z ^ 38.8 LF 12" EX. CPEP F - NNSt D+1 EXISTING WATER VALVE ^ I.E.= 7.9 { "•'•'• • • • • GRA1 •L RIVES 0 10 20 50 ' ® EXISTING WATER METER \ �''` �, w :.:I EXISTING FIRE HYDRANT SCALE 1 " 50' \ \ / ,;-, <-�<�, 9 :::I - °n R Q sFORMER °-O-❑ o ❑- ❑-°- °_❑ -❑_ o-J -13 �-'474�-- 4 EXISTING UTILITY POLE \ ' EXISTING MAIL BOX d EXISTING SIGN END OF CULVERT I \ , ,• ❑ Iw �� ® EXISTING CATCH BASIN�� { { ous/ W ca�• \ \ \ �.- _ - -1 ° EXISTING BOLLARD I.E.=463.92 I \IL FILLER - \ :'I J \ CA \ d f--- -468- E--� EXISTING UTILITY POLE ANCHOR I .• \i IIZ�eI��a II \\ \T4 LF-12' I ° / o...�.......GARAGE .39% BARN o EXISTING STREET LIGHT z \ \ \ \ I4� I EXISTING CHAIN LINK FENCE�o ---466- ° EXISTING WOOD FENCE 6 ----- x ---- EXISTING BARB=�1 ° EXISTING BUILDING LINE (LOCATION APPROXIMATE) EXISTING PAVEMENT S R R EXISTING SINGLE FAMILY RESIDENTIAL 1 REV. NO. I DATE 0 /P ioa- 1 �v ��s/F� LT E��\��, EXPIRES 9 JAN 2006 STAMP NOT VALID UNLESS SIGNED & DATED DESCRIPTION I APPROVED ' DALEY-MORROW-POBLEM, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 r 1 ENGINEERING - SURVEYING Q D LAND PLANNING incorporated I I I I IL I i 0120 I ► � W J��9BL---- KING COUNTY D.D.E.S. R w E ineer Completion Date S r Completi n Date �b AM H. tANDEkS, P.E. Approval Date D ELOPMENT ENGINEER Comments: PROJECT LI. 0 ----- �_ - DIRT DRIVE BURIED UTILITIES IN AREA - - I.E.=461.2= �� i °-°-°--��-=°- °-°- \j \ 7 � r•:':.' �.':'.. ° \ / - °-° \ � \ CALL BEFORE YOU DIG I 1 N , 1-800-424-5555 TR. L':': \ \ \. II EXIST , ETLAND EXISTING UTILITIES SHOWN ARE FROM:: , ; _ ❑ �_ _ _ _ _ I �68 - THE BEST AVAILABLE INFORMATION AND I {;r'� I _ _ _ _ _ _ �� ❑ \ 1\ \ NO GUARANTEE IS MADE AS TO THE o EXACT SIZE. TYPE, LOCATION OR DEPTH r :::.:..'. ' \ C = � LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425) 228-9750 PLAT OF LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS EXISTING CONDMONS BY SCALE ton DRAWING H.D.O. 1 =50 01470ENG SHEET ED M.L.D. DATE 03/09/05 JOB' 01-470 of - I....' I \ II,.....••,I �E3r \ - -460 - \ I -�- , �',i{ ,\ \ o-o-o-o /o--o-o-o-o - o.- I64--•/ 464 °-o o� I JN 74.1 LF 12" Er. CONC I 0095 III I q 0 2.90% I I '466 1 -1. 300I I l I I I 1 L-------------- I 2 �"oa I 0126 r- + -48 A �- �A 4862 p. CP I '1 { I I I "2 I I I { I I .i I 2 0010 0020 I j -END TACKJNJFADJN \ I I PYRAMID MON AT EDGE { OF PAVEMENT I T<' \ I I ( S F RIM=415.2 1 ' � I.E.=47 5}- w \ 22 OQ., I I 1. E. = 4779.7 N / - C9 ' 39.6 LF 12" IEX. CMO- r0 <� L: i7i4%J -- - ' t t RIM=475.91 �-�_+ ': `�.^ :tt IE=471.76- (8" CMP) \ I.E.=469.21- (12" CMP) -+ ` l I.E.=471.11- 1 _ E.=489. 36= SMR)- T' w w w S.R. 137TH PL. 16.3 LF 12" EX. CMP :1... 014.057 _T - yr r - '.: .11 RIM 475.35 I.E.=474.057 122.5 LF 12"IEX. CP •� I F R37 I II ff En 0110 , I '•" L 11 20 .00• _.' ' { APPROX. LOCATION EX. 8" V/ATERMAIN 0120 \ : a I.E.=467.62 12 SHEET ___3_OF 19 i IWAIII I I lill 13�1111 En III r II I I � DD II I 0260 197.5 LF 12' C 2 28� A PORTION OF NE 1/4, SE 1/4 AND SW 1/4, NE 1/4, SEC.14, T-23N, R-5E, W.M. KING COUNTY, WASHINGTON c I I.E.=495.69 I I.E.=496.18(4" CPEP) I I I.E.=496.24(4" CPEP) ( ASPHALT TAPER 0 10:1 W/2' GRAVEL SHOULDER (SIDE SLOPE 2:1 MAX.) REPAIR EX. GRAVEL DRIVEWAY IN KIND 57.8 LF 12" EX. CONC IR@EM4.07% 13+63701END II 0127 0120 0126 SIDEWALK, CURB & I.E.=495.21 I i.'.�.'...'.'I `�/ GUTTER RELOCATE MAILBOX :: ' II 496- I�? BEHIND WALK vE I II 5 CHAIN LI qK FENCES I DR ,. • , ��/ ` _ _ f.� 5 CHAIN LINK FENCE _ TRACT A ' GRAY L ' 1 6 0 \ �- _ f ,. 7 ACCESS CONTRACTOR TO DRIV ® I CONTACT P.S.E. FOR I / 10 S .�:'= :;%:.. , & UTILITI� 1 I , I 22.4L.F 12"SD.�? POLE RELOCATION �..'. �� ONCR� -TRA JLSILRON�AMR 494 - 4.2LF 12"SD 4 (SEE DTL SHT. 15 OF 19) 0 6.27q L .. •..:...I I rt SD C7SA TYP. 10, SERVICE i 00'ING) I SEYEN \" ' .. I ::�' :::::: 1_: I Ln13 ' :. :`?:::''� 9 TRACT III .'.::::r 110 PRIVATE STORM D . ::I I " 25 ACCESS I , -- :::;_: DRAINAGE EASEME T REC. OPEN rM--- Cliff.-36. GRAVE Y 1 ::::.::::'DRIVE 3. f 6 SVC�UOF® RAOI�N . , -. ..�- - EASEMENT 4 �i \ . RADIUS SPACE I ► i:::. :::,: __2 ...\ ( ), , ...: .. : '' I 10 PRIVATE ST :.::1.IN., TYP. _Q-- r.'.Xn.'....;� a I DRAINAGE EASEMEI J.....:::,t I I z I �I C I.E.=492.33 I....... J r :...f............:.. '.: ';-..f :''. '' f...... it __._ _ " -�-!I,I....:•�',,..' ...:.:..:..III' I I I / i II` \, ::ts EASEMENT ' MAl:60XII 4LF 'I2p D.I.\9.-- . ► I I 22.2oc�Oi.. '�I¢ 14l 8" SD I LVCAnON ®0.98% _. II II 25ACCES PVC ROOF DRAIN ASEMENTGRA EL 134LF i2"D.I. ::: 3\ 22.3 LF 12EX. DRI E �STUBOUT 0 1.07I C.O. 0 RADIUS :: MIN covc o 2.42% 1' - ( - o I I �� (• _ , lib r. 'I 1 1 :J 9 I.E.-4 1.7 - n n 1 t / 1 CB#:• T D TRA I 0 .. �z .... �!............... I . i ......:.'::.•.'.'.•.• .•..-............. .. .......... ..............:.•:::.......... .::.':::::::::.: •:.::.ram:. � : ..:•:.•.•.' .•:.-:.-:... � . � •'• I •'• REGRADE DITCH FROM EXISTING I.'.'. ...'.. :�...::.:: o..I.......GB#% ,tr.:::::::.'.'.:::.': f.....................' �.::�..: " I.. ACC �S & - •' -:::: :.::.:._:.........:.:......':....'...'......' :.- .,.......:.:.::.'' ,.-.': :::..... '.:::..::. ::.Q:::'::;::::.'.:..:.... T :,.'::..'.' . ....::::::'....-f- ...... ..:............... .......... 12"' CONC. CULVERT TO NEW 15 p,..... 7/...:: ;' >��- 8... y U I'LI-IIES `, �� ,..'.-:.....:....CB#'33 .':::.::...._. F....................:.....................................':: CULVERT 2:1 MAX. SLOPE ,...... , = 1� r............... . ...... !::.:':::.:::.::::.'.'...'............ r .,,.......--..-------1..... . C ) _ I• • I I.E. 489.50 .'...... \ �, 18 12 SD ®0 ...... ............... ............ '.'.•.�.'.•:::.-.......:. - a ........... • '. • ... !.f/:•: �' 'i - ,_` - - _ _._ _ _ _ .. � ...�:t43:3LF':': 2• SD:•:0:.:5030::::•:'::-:.'. ': _::•:_•: TAPER TRANSITION TO �9 : W/ DEBRIS4BA IER PER K. :::::::: �' _7_ _ ?' _ _ _i--- _ =T - - - - W - - EXISTING PAVING & PROVIDE I ,'.•.•..•... SWDM 4!2.1E • f•.,.... r � ", - , �•6+�_________-- � • ,�� r - - - - � - - - - - - ' • ' ' ::.{ I... .... I. S 6TL S 14 OF 19 / 2 5LF 12 SD ,----------- = - - -�- - ---� , -t- - - 2 SHOULDER ? .. C / ) ' ::: ' �i / 0 1.02% I I ®0.98X , �o ---- -- 0270 j ....... is " I RELOC " SAWCUT NEAT LINE AND ...'vr 1: / A/ � 16 C.O., (TYP. I I W C00 I�WiTH P.S.E. ).2LF 15 SD , MATCH EXIST PAVING ,' :: :�::: 46.3LF / 100' SPACING) i 6" VC ROOF DRAIN I 67% CONTACT KCDOT lb I.E.=488.74 ��' :::::: : ;:. 15"D.1.0 1.30X 19 17 / 18 ` 19 20 -,® •0� .MIN., (TYP.) RELOCATE STOP S - ri 8.'�.34 ..... / 104.5 LF 12" CONC �.'.'.'.'.'.':. '.'.'.'.'.•.•..•..'.:'•::•. 16 / f \ �_ 2.2 486 23-- �, 24 �"/ ` ,.......I... ..... ..... CU REM l 2.16% ; . ;�:.. EX. 12"GONG/PIFt / / f \ I RELOCATE FIRE H RANT & 0141 I ' " " ' " " " " " r'/ GU D POSTS BEHI D SIDEWALK , I.E.=491.00 ,........... ........� �•f • " I p� �.'.'.'.'.'.'.'.'.'..'. '.'.'.'......, ..:: I.. 70.8LF 1 D.I. / co I ...'.'.'.'.'.'.'.'.'. '..'..'.'.'.'...'.'.'. ' °`0�82 0 I (SEE TE� PLANS) 33.9 12" EX. C -lam \ \j L48g I n I I TEMP. EX. 12" CMP EMOS I - ..... . - - 488- ---� TO BE R MOVED WHEN NEW o: T S S - S In r .......... '- ca.................... .... .........O ....... ............................ ': . . - >, --- .................. ......4 _ +• •1 ® ... --'- � '�: ;® o � t APPROX. LOCATION .-. : o: 7-CONTRACTO s 6N-FA - m w .................... ..... .. �,�, EX. 12 WATERMAIN •. WATER DISTRICT 0 F a- -- A I REMOVAL & RELOCAT` I.E.=482.21 _ EX. FIRE HYD A T OUBLE YELLOW I - '�"' S B I P�INTED 4" LANE 9 DOUBLE YELLOW RELOCATE TELEPHONE CABINET I I I STRIPES PAINTED 4" LANE COORDINATE W/QWEST A STRIPES I 55.2 LF EX. 12" CMP I O 3.41 % ` I IMPROVEMENTS TO REMOVE I - i � SOUTH SIDE OF I.E.=480.43 S.E. 136TH ST. BY OTHERS 206.8LF 24"SD 0 0.93% I f -SEE ENGINEERING 216.7LF EX. 12" CPEP PLANS FOR 1'�R�T• 20' PROPOSED PLAT OF 18. 0 10 20 40 "EVENDELL" z W z ,,, � W J SCALE 1"= 40' LEGEND: Z a_ 30 d ¢ N EXISTING WATER VALVE a IL W 1� L�. 0.3' ® EXISTING WATER METER �, w w 17 EXISTING FIRE HYDRANT F: EXISTING UTILITY POLE F -� '' ' i o EXISTING MAIL BOX 26' 0.05' EXISTING SIGN 2" CLASS B ASPHALT CONCRETE END OF CULVERT 1 1/2" CRUSHED SURFACING TOP COURSE ® EXISTING CATCH BASIN 2�, u_ iiBOLLARDo 2 1/2" CRUSHED SURFACING BASE COURSE EXISTING BOLLARD ADDITIONAL TREATMENT MAY BE 11' 11' REQUIRED DEPENDING ON SOIL F- EXISTING U11UTY POLE ANCHOR CONDITIONS. SEE SEC. 4.02 & 4.03 �---� EXISTING STREET LIGHT 2, � 1 JOINT USE DRIVEWAY SECTION 2' 'tigk. StOpE 1� 2'� MPX' S�oPE TRACT "D" a EXISTING CHAIN LINK FENCE _ 2,0% 2.09 2,1 EXISTING WOOD FENCE (LOOKING NORTH) N.T.S. " EXISTING BARB WIRE FENCE I I SUBGRADE SLOPE \ CEMENT CONCRETE ROLLED CURB & 2.0% GUTTER SEE DETAIL SHT. 13 OF 19 I 2" CLASS B ASPHALT CONCRETE i 1 1/2" CRUSHED SURFACING TOP COURSE 5" CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 & 4.03 PRIVATE ACCESS TRACTS A & C ROAD SECTION F-F (LOOKING NORTH) N.T.S. EXISTING BUILDING LINE (LOCATION APPROXIMATE) CEMENT CONCRETE ROLLED CURB & EXISTING PAVEMENT GUTTER SEE DETAIL SHT. 13 OF 19 PROPOSED PAVING AREA ' * PAVEMENT OVERLAY AREA SEE NOTE THIS SHEET BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH I 0020 I 95.6i II.E= NEW 2-" SD - 36LF 1 "SD I 0 9.17 ID I I.E.=493.64 I EX. CB Or i.I\ RIM=496.02 I LE.=491.62-S I.E.=491.72-N 0010 I.E.=491.72-E 8.5 LF 12" EX. CPEP @ 24.24% ' I.E.=493.44 43.8 LF 12" EX. CPEP 0.71 _ 8.7 LF 12" EX, CPEP 10.00% .".".• ' i- I.E.=491.89 RIM= I.E.=491.21-S Cn N I.E.=491.31-N L'' I.E.=491.36-E J APPROX. LOCATION 3 I EX. 8" WATERMAIN 0180 x SAWCUT NEAT LINE AND `.,.. ' MATCH EXIST PAVING ° I I SAWCUT NEAT LINE & / ® PATCH PAVEMENT PER DETAIL SHT. 15 OF 19 cncn (TYP. ALL UTILITY TRENCHEI - IN-EX>_PA'VEMENT AREA) � \ I ' I 26.5LF 12" D>I> 0 I I 1.62% EX. CB R/ RIM=488.55 I.E.=485.55-S CB 3 BP I.E.=485.65-N I TO BE REPLACED W/ I CB# 3 BP TYPE 1 2 I 1 .. RIM=488.6f (MATCH PAftG) I N-};E.=485-. 5 EX_ 12!-( on tg I.E.=485.25 12" (W) :i , ; ' •' CL 5 I.E.=485.00 15" (S) I Xf W O /w 0160 rw N EX. cs REMOVE ivm a RIM=484.28 I I t1) I.E.=481.33-N&S 15 I.E.=481.53-E ` '. n 0 15"D.I• STA:13+06.89 S.E1136TH � T, 0300 0 .86� -STA: 10+00 160TH AVE. S.E. N .,. 22.4 LF 12" EX. CONC @ 0.00% a , I.E.=482.46 , I E--� . l F ..:7:4 .LF• 12 b SPHA - ir-DRIVE I T .. �:.'S�-REMGV I _---� ASPH --- -{ ' -W'------lDRIV 1j W TAP�RED ASPHALT' '�®.m• N r r LT .,� , F• : jRANSITiON TO ASPHALT \ /ROAD SHOULDER I \ I I EX. CB \ \ RIM=483.25 R F : : IE=480.70-S L0 E.=480.80-N � I REMOVE CONCRETE TRANSITION RAMP 00 - I 0086 (SEE DTL SHT. 1 OF 19) NOTE: CONTRACTOR TO CONTACT UTILITY LOCATOR AND VERIFY GAS & OTHER UTILITY LOCATIONS AND RESOLVE CONFLICTS IF ANY, WITH APPROPRIATE UTILITY CO. PRIOR TO INSTALLING PIPE, (TYP. ALL UTILITIES) KING COUNTY D.D.E.S. RQWmvil h-Aineer �JAME . SANDERS, P.E DEVELOPMENT ENGINEER Comments: Comp et!on Date h r Co ple on Date _ ,- c-�- Approval Date eW *PAVEMENT OVERLAY NOTE: PER KCRS SEC. 4.01 F, A 1" FULL WIDTH OVERLAY SHALL BE REQUIRED. "REA SH&Mir THE OVERLAY MAY BE WAIVED ONLY AFTER AN EVALUATION OF PAVEMENT CONDITIONS OR CHANNELIZATION REQUIREMENTS HAS BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. IF ROAD SURFACE FAILURES ARE PRESENT, ALL APPROPRIATE REPAIRS TO THE EXISTING SUBGRADE, BASE MATERIAL AND SURFACING SHALL BE MADE PRIOR TO PLACING THE OVERLAY. Al 0 r0 ,p iaaaa c�• EXPIRES 9 JAN 2006 STAMP NOT VALm UNLESS SIGNED h DATED NOTES: 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. ALL STORM DRAIN PIPE SHALL BE PVC UNLESS OTHEREWISE SPECIFIED. 3. ROOF DRAINS & STUBOUTS SHALL BE 6" PVC UNLESS SPECIFIED OTHERWISE. LIBERTY GROVE CB TABLE STA:13+58.83, 115.25' LT. STA:11+84.22, 18.79' LT. CB# 1 BP TYPE I CB# 28 TYPE I RIM=496.38 RIM=489.39 I.E.=483.30 I.E.=486.17 STA:11+53.50, 12.13' LT. STA:1+58, 13.22LT. CB# 2 BP TYPE I CB# 29 TYPE I W/SOLID LOCKING LID RIM=486.38 RIM=488.59 I.E.=483.59 12" (N,E&W) I.E.=485>68 STA:1+58, 13.22" RT. CB# 3 BP TYPE I CB# 30 TYPE I RIM=488.6t (MATCH PAVING) RIM=486.38 I.E.=485.65 EX. 12" (N) I.E.=483.85 12" (NE&S) 'I.E.=485.25 12" (W) I.E.=484.35 6" (NW) I.E.=485.00 15" (S) 1+53.82, 26.42' RT. STA:10+24.84, 16.26' RT. (160TH AVE. S.E.) CB# 31 TYPE I STA:13+22.11, 25.49 (S.E. 136TH ST.) CB# 4 BP TYPE II-48"0 IR>E> 483.92 W/SOLID LOCKING ROUND COVER RIM=484.28 STA:1+31.38, 26.42' RT. I.E.=477.28.15" (N&SW) 32 TYPE I I.E.=481>53 12" (E) RIM IM=486.84 I.E.=484.14 STA:9+85.79, 17.37' LT. STA:3+31.30 13.22' LT. CB# 5 BP TYPE II-48"� CB 33 TYPE I RIM=482.4f RIM 487.86 I.E.=474.58 15" (NW&NE) I.E.=484.46 12" (W,E&N) I.E.=473.83 24wS t) STA:12+37.34, 24.37' LT. STA:3+31.30, 13.22' RT CB# 34 TYPE I CB# 6 BP TYPE IL RIM=487.86 W/ SOLID LOCKING LID I.E.=484.73 12" RIM=483.0t ; I.E.=478.67 15" (W&E) STA:4+12.09, 13.52' LT. I.E.=478.92 12" (S) CB# 35 TYPE I RIM=488.79 STA:10+87.34, 24.37' LT. I.E.=484.87 CB# 7 BP TYPE I W/SOLID LOCKING LID STA:5+26.44, 36.40' RT. RIM=484.24 CB# 36 TYPE I I.E.=480.00 15" (W&E) RIM=490.58 I.E.=480.50 12" (S) I.E.=486.59 12" (SE&NE) STA:9+37>34, 24.37' LT. STA:5+34.48, 48.04' RT CB# 8 BP TYPE I CB# 37 TYPE I W/SOLID LOCKING LID RIM=490.69 RIM=485.40 I.E.=487.48 12" (SE&SW) I.E.=481.65 15" (W&E) _ " - I.E. 48 . 5 1 2 12 S STA:5+13.9 7 R . 1 5 T CB# 38 TYPE I STA:7+37.34 24.37' LT. RIM=490.69 CB# 9 BP TYPE II-48.0 I>E.=487.60 W/ SOLID LOCKING ROUND COVER RIM=490.22 STA:12+37.34, 15.25' LT. I.E.=482.94 15" (W&E) CB# 39 CURB INLET I.E.=486.32 12" (S) RIM=482.53 I.E.=479.00 STA:6+67.54, 27.211T• STA:10+87.34, 15.25' LT. CB# 10 BP TYPE 11-48"0 CB# 40 CURB INLET RIM=491.7t RIM=483.63 MATCH PAVING I.E.=480.60 12" (N) W/SOLID LOCKING LID I.E.=488.9f 12" (W) EX. STA:9+37.34. 15.25' LT. I.E.=488.90 15" (SE) NEW CB# 41 CURB INLET I.E.=488.90 15- (N) NEW RIM=484.38 I.E.=481.35 12" (N) STA: 9+67.98, 15.25- RT. CB# 25 TYPE I STA:7+37.38, 15.25' LT. RIM=481.88 CB# 42 CURB INLET I.E.=479.32 RIM=489.40 I.E.=486.40 12" (N) STA:10+56.33. 15.25' LT. CB# 26 TYPE I RIM=485.29 I.E.=482.08 STA:11+37.51, 15.23' LT. CB# 27 TYPE I W/SOLID LOCKING LID, RIM=488.08 I.E.=482.87 12" (W&N) I.E.=482.62 15" (S) DALEY-MORROW-POBLE I JNC. 726 AUBURN WAY 'NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 REV. NO. I DATE PROJECT Lffd D ENGINEERING - SURVEYINGLAND PLANNING DRAWN I DESCRIPTION I APPROVED L.AKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425)228-9750 LIBERY GROVE/CONTIGUOUS LIBERTY GROVE STREET AND STORM DRAINAGE PLAN SCAM 1 "=40' DRAWND01-470ENG SHEET 5 DAB 4 27 05 `10B� 01-470 OF - T,\P.-n ln,+e\M-d7n I Tnr0TV\A..,..\ 01A7ncrA'rd..,_ q,C,7nnv 0 I 0 I s , 1 22 456--23 24 0141 ' i 33.91 LF 12" EX. CONC_-1 TEMP. EX. 12" CMP @ 1.15% I `0 BE R MOVED WHEN NEW =482 s5 Y 4. ................................... ......o..: ::::.....iN:�B## 39-Ti� p.........................:':::.'.'.'.'.'.:':.'.'.'. :.'.':.:':.' O'::.'........................ ... p.......................... :. -- '? A I.E. =482 .21 ®-®-- - - - - _ DOUBLE YELLOW RELOCATE TELEPHONE CABINET ' PAINTED 4" LANE COORDINATE W/QWEST STRIPES 55.2 LF EX. 12" CMP @ 3.41 % IMPROVEMENTS TO REMOVE SOUTH SIDE OF I.E.=480.43 S.E. 136TH ST. BY 206.8LF 2eSD ® 0.93% OTHERS 216.7LF EX. 12" CPEP'�J -SEE ENGINEERINGPLANS FOR .I ~48 PROPOSED PLAT OF APPROX. LOCATION A. "EVENDELL" EX. 4" STEEL WATERMAIN POLE HAS BEEN RELOCATED AS PART OF EVENDELL PROJECT r NOTE: CONTRACTOR TO CONTACT UTILITY LOCATOR AND VERIFY GAS & OTHER UTILITY LOCATIONS AND RESOLVE CONFLICTS FILL & MOUND OVER IF ANY, WITH EXISTING DITCH IF I APPROPRIATE NEEDED TO PROVIDE I I U11UTY CO. PRIOR MIN. 1' COVER OVER 24" I TO INSTALLING SD PIPE ' PIPE, (TYP. ALL I.E.=472.53 UTILITIES) 7+68f, 24'f LT. 47 ] 24" OUTLET I.E.=471.9 l �� \(RE -CHANNEL EXIST. DITCH @ 1.0% MIN. DAYLIGHT O EXISTING DITCH & W/ 3:1 MAX. SIDE SLOPES. CONSTRUCT ROCK HEADWALL) W/RIP-RAP PAD & DEBRIS BARRIER, / (SEE DTL SHT. 14) -�. - I.E.=469.68 t ,I ry r I 38.8 LF 12 EX. CPEP a^� @ 3.61 % `.'. REMOVE r 1 1 �• \` 9 POLE HAS BEEN , RELOCATED AS PART OF Ix -EVENDELL PROJECT -i ;\ REMOVE EXISTING �OCKERY & REPLACE I I BEHIND R.O.W. I.E.=463.92 - --� SAWUT NEAT LINE AND M TCH EXIST PAVING 1 k1.4 LF-12' CONC `� I @ .39% REMOVE 15' WIDE 2" CIHA ASS "B" ASPLT CONZ'`kETE _ POND ACCESS TO R/W -SEE-TYPICALI TRACT DETAIL] SHT 15 OF 15 15' DRIVEWAY s I (SEE DETAIL �HT. 15 OF 19)I BgLLARDS, (TYP.) I (SEE DETAIL SHT. 13 OF 19) RIP -RA __ ROME: I _ -RIP_-RAP PAD SHALL BE 7 W. „ , x 8' L x 1' THICK AND HAVE 1a z @2 2O1s� - L-`F0 LWING=GRADATIQW--- sMO MAX. STONE SIZE=8" I.E.=461.27 1 MED. STONE SIZE=6" MIN. STONE SIZE=2" 8 31.2LF 18" SD ® 1.60% 19' WIDE EMERGENCY SPILLWAY 1 (SEE DETAIL SHT. 13 OF 19) I I I I 142.2LI= 18" SD I 0 0.50% CONCRETE TRANSITION' RAMP 1� (SEE DTL SHT. 15 OF 19) PAVEMENT OVERLAY NOTE: PER KCRS SEC. 4.01 F, A 1" FULL WIDTH OVERLAY SHALL BE REQUIRED.fM AREA SHOW14. THE OVERLAY I MAY BE WAIVED ONLY AFTER AN EVALUATION OF I , PAVEMENT CONDITIONS OR CHANNELIZATION REQUIREMENTS HAS BEEN COMPLETED AND APPROVED �I BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. IF ROAD SURFACE FAILURES ARE PRESENT, ALL APPROPRIATE REPAIRS TO THE EXISTING III SUBGRADE, BASE MATERIAL AND SURFACING SHALL BE MADE PRIOR TO PLACING THE OVERLAY. I i� 8.5LF 18" SD 1.06% 68.9LF 18" SD 1 ® 2.39% BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424--5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 'EXACT SIZE, TYPE, LOCATION OR DEPTH ' 0A PORTION OF I NF 1/4 SE 1/4 AND SW , 1 NE 7 • f _ 7 7 • ' l J. r - . 9,(6 KING COUNTY, WASHINGTON LIBERTY GROVE CONTIGUOUS CB 0160 1 ' I TABLE W �EX. cB REMOVE cn m RIM=484.28 r I.E.=481.33-N&S 1 5 1 1 CB-1711 ' I.E.=491.79 61 7 LF 12" Ex. STA:19+45.52, 26.69' RT. to ,�I..- r I.E.=481.53-E RIM=488.04 CP P J 96.4 15"D.I. 1 03�r •+• RItv1=486.08(N0 LID) I.E.=466.34 12" CONC E f ... _ . -� CIS 11 BP TYPE Iq STA:13+06.89 S.E 136TH ST. SAWCU i NEAT LINE AND I I.E.=484.83-W I.E.=485.64 12 CONC s 'r'.:'.':.'.r W SOLID LOCKING LID ® .86% =STA: 10+00 160TH AVE. S.E. MATCH EXIST PAVING I 0250 r......I r N I.E.=482.46 ` I.E.=484.88-E 12 I.E.=486.24112" CONC W 1 10260 I I i I RIM=493.0t 20 MIN 13 I.E.=485.18-N((2) I.E.=491.95 � .... • CONTRACTOR TO 22.4 LF 12" EX. CONC C9 0.00% 182.1 �F 12" 14 DOUBLE YELl�OW0270 4" WHITE PAINTED : :.:.::X p p CONTACT P.S.E. FOR (MATCH PAVING) !'•'• 7 I.E.=482.46 � EX. GONG 0290 PAVING WI, » Ex. 12".:CQnc. I I 1s.4 LF 12 Ex. �\ I POLE & GUY ANCHOR I.E.=490.90 EX. 12" (E) PAINTED 4 LANE a FOG LINE STRIPE conic @ 0.67% l.Er= 6 1.2 % j I 028 I.E.= , 84.86.'..'.'. ...\..'.'.'.'.'/I.'.1 " m STRIPES <; -� : '�-_�E.=490.12 I.E.=491.82 :.:.'i.' RELOCATION I.E.=490.90 12 (W) -E �.... )� UNABLE TO FIND END , ,��' , ' ; '; •',; ; � ' , ;. r • . � .. _ _ _ _ � STA:16+98.18, 26.84 RT. a . �, ............. --_. r.'.'.'.'.'.'.'.'.'.-..':':.'.'.'.'.'.� -� -� ®®� v CB 12 BP TYPE • • - - • - - : ... ........ --�_ .'.. -'..- - ..'...'.' � .I W/SOLID LOCKING LID _ _ � .o P.. .OY.,_ .LOCATi N • 12"• ,WAT�RMAINo .. ................... .'.'''''' ' .'. I :.:.:: 37:4'.LF• 12 6 .�C SPHA T �"' ::.. _ T.^.^...-----..---=le-_ ----- �" ... RIM=488.7E �. W .•.• ' �\.... 'W...:_'..........W..'a.'........................ ' ....'I 42% ........ _ IVE 1 ..• -�•'~ _�•____ ... 7 o CPEP @ 3.61%X I . ! ---- _ -I -r --� I- ! E 484 21 _-- :..:.�...... U - c o 0 VE ---� `\ ASPH AS A....:: •EB..:24':::. ao:::. :::::.:.:.:.. .:.::::::::::.:::...:::::..............� o 1 r LT 8.7:.9LF .1.2"•'5 : :::...: ........: ° iDRIVE r ''C}- DRIVE ":.1 _ o................::.:::::.:%�B#:22:':::fi : ::�='.:'..'.':'.'.::'.'.}'.. o EX. C CB 13 BP TYPE y ; - . • .:.'. _ - :.: :.:.: . - W SOLID LOCKING LID ----83 48 ,,;:• 4 '..'..'.'.'.':.'.' - J. E: 1 -N W/ SOLID AS F�'ALT°' .Q,�s..� 1� / •1 :.:...:..:...::: ' .; . -::: r:.'.:. ,... .::. I _ ''_.. ' ' •..:.: L�•- C ✓# 12,�BP 4 :3 ' .. 2:...p C �.BP` f.E;= 90:1 -W RIM=486.00 r , t.: TRANSITION TO ASPHALT 3:1 TAPER GR DE FOR SMOOTH \ ' r: • / SHOULDER \ / » :2 oo' r `i :' I.E.=482.02 ROAD SHOU E \ a / 1 r EX. CB TRANSITION TO NEW PAVING. $6 / ADD 23 12 CONC 1 I . •.... ��""_ _��, ' EPLACE EXISTIN DRIVEWAY IN KIND ��` 1 ®2:803� =- ... , -I ! I :':::::.: :::. ... .I..i..... \ d. I 46.6rLF,12' X. r' : RIM=483.25 :::::: :. ::. -. STA:3+70.51, 10.28 LT. STA:16+07.8� EGIN CONCRETE IE =480.70_S � 4 \ C \ I � 9 ....•r CPEt? -C�' 0, CB# 14 BP TYPE :., I.E.=480.80 N o CURB GWR & SIDEWALK , I `\ I - I , \ I I L_; I / REMOVE DRAINFI LD-�SE E T Ik 9567281.416 I ' I W SOLID LOCKING LID I•'�''' �": �`'' I 00 CONCRETE 1'I�ANSITION RAMP & MENDED Y e¢.eNo.'s 9 tOz 07 , J CONTRACTOR TO I :::::•� RIM_ 476.22 CONCRETE TRANSITION RAMP (SEE DTI_ SHT. 15 OF-19 % o8o2oy 9 02241786 B _ �: CONTACT QWEST FOR I :. I.E.-472.i 9 )8 �A AOEED I o:.: -I 1 TELEPHONE RISER I' I " t' I 0086 (SEE DTL SHT. 11 OF 19) 2-,15 ► RAINAGE / to \ = '�.'.'.'�': I _ CUT EXISTING 12 STA:2+63.85, 10.28 LT. ;.. ; / RELOCATION t- I PIPE & REMOVE ' I 0088 / . . I __ ' : CB# 15 BP TYPE 5' DRAINAGE EASEMENTI ` /N °� TRH C� A, W/SOLID LOCKING LID G Rec. No. 9802241785 ? RE E - TI ON AL - �'' �l :o :.:.:.: \ t� � •. •.•.� :•: � � � � � RIM-474.87 - - _ _ _ /� ! OP N SPAC \ :: �. " , 10` 1 - ..: 5:1 ASPHALT TAPER I.E.=470.58 - - _ 6' WOOD FENCE \ ` I ]-i-- i ------------ ----- -- lcty ! \ ] - i rni 6 PVC RO-OF DRAIN J 0 10 20 40 • �' II i I " " ! \ - r I STA: 4+83.34, -� ' �' ' STUBOUT ®1.0% 15.25' RT. - �..'.. ]RELOCATE EX. I AILBOX I MI ., (TYP.) CB# 2 TYPE 11- 48"0 /C 13 Br1' \ \ \ °° I \ I SCALE 1 = 40 RIM=462.96 I � �'� , � i.:.: I i � f � � / I � -•� •_ � Z „ _ � - � --®m I i o ',• r' 1 ° 2 -T ��-�--= ----- �' 0126 t� ;�� I.E.=455.50 18" (S) Fi r EX > . �' • �;::: I ; 2 \ I \ I CA. I ° I \ ; I `= ; \ -/ '' STA: 3+41.16, 15.25' RT. :.:.�::: ,. �.•• I , " 1\ ° FOUNDATIO ° \ I - • -V \ ° 1 �_ �` �^ LEGEND: # I 6 PVC ROOF RAID % u 1 CB 3 TYPE I • g , ! STUBOUT ® 1.0% ° 6 ° dRA N I I \ �, _ ` ' , -,- , _ RIM=458.24 ^ I I / \ °, ° 1 \ �___ ' __ �� EXISTING WATER VALVE I.E.=454.79 MIN., (TYP.) 3 10 TOR DRA{NA6E•...�.OQ o M) TYP� 8 \ r 3- I _ I , 4 5 \, ASEMENo''' 4 =� -48 f i �- ' ' ` ` EXISTING WATER METER , o "f �. ' I \ STA: 3+41.2, �- - ', - N 6 F�1�C ROOF :.:::::.:: 1 - ", 23.75 RT. x STUBOUT_ ®1. % N� '\ 126.\LF 12"SD \ ^ r- `" ' 3D EXISTING FIRE HYDRANT CB A TYPE 7 I RIM-458.8E x v N MIN., (TYP�� 088 \ I 4. ' o. I 1 1® 0.99� \ 4 EXISTING U11UTY POLE I: , . o.. . • I.,'.. .�•:::::::.. � '. � �\ .� � • � _ y \ � r' I I.E.=454 70 �,` sl> . .. _._ .: # 5 \ 2 00, o EXISTING MAIL BOX A .. ,(F • _ _ 8 `� \ , STA:5+30.17, 15.25 RT. i / ......................... /.. t- �'- ----- ----- - �t I EXISTING SIGN -�'� - » CB# 4 TYPE cA -< END OF CULVERT ` RIMM_ 464.60 r I .......... ,.... ....... I .'. � • .:: ' .. .... .... ... .....:.... .............. :.8 . � '. .... . .. : • .:.. ......... '. ::::: j •::.•- . •• •• 'r'.'• . .. .�.::•3z::•::•: � ..•.•.:::-•:'.:::: .. I I -` ® EXISTING CATCH BASIN ............ D / - o - '.:/ EXISTING BOLLARD / ':►':�''� ExlsTt 15.25 RT. .... '� STA:7+72.92, .......... � .-. ' CB 5 TYPE . '. ► .: ] Ir Sty,? \ .\ ......I ................ "::I'.•:�•.•.•: J::::.::.::•:�•:::•::::•::::�:'E:•:•:•:::•::.`•.:•..••:::::::::::::::::::::::.::::..:.:'� .......... .......•.•:::.•.•. •:......:•.:.. •. • I 13 � ..... # r....: I I c� \ .ram` .....................I...r :::....:. GB .. 2 .. » \ �, E- EXISTING UTILITY POLE ANCHOR G1,Ab LI °- � \ I Ifi -� 6 PVC ROOF DR o, I W/SOLID LOCKING LID i Rl I , -r _ - ; - - - - - - ( 1 STUBOUT 0 1.0% 'J� EXISTING STREET LIGHT r. \ -- M-4 4.80 -I \ I` 34 "----L-- - -' ', - - - --- �_ :: MIN., (TYP.) I.E.=471.53 15" (N&E) .' i. i ' - J BOX `N\ i`/ETER ® 0.589' M �'I \ L_ _ -�, - (----'--�\ ::: -I ° EXISTING CHAIN LINK FENCE .,: , f' •' IPI 4VE' TRANSFORME oHAINAGS 1 0 i \ I MaLeox 4 `11 - - __ /\ �5 :: 478 -� -- EXISTING WOOD FENCE STA: 0+84.73, 13.22' LT. �' .� . r• Cs>MMUNICATION EASEMENT -- 32 1 - 1� LOCATION 1 .: :' I r Rec. No. 88032 0765. i I I \ : , 1 x-`- EXISTING BARB WIRE FENCE CB# 6 TYPE » , I RIM=472.53 ' I . ► I i �'� - = - - 6" PVC ROOF DRAIN 4.5U� 2 SD , I j4 "'� z� oo • '' I - -- - x EXISTING BUILDING LINE _ » ft. r.. . IN., TYP. \ ® 50% I 6" PVC ROOF DRAIN ; (LOCATION APPROXIMATE) LE.-469.60 8 » » 0 ® 1.T% (TYP.) Ill / '\ �-472-28 I I 4Q :`. - ` ' I.E.=467.53 15 (NW&NE) \ Cl \` \ 27 \ i ] A••' ''t:' ® 1.0% -MIN., (TYP.) r EXISTING PAVEMENT �'. RELOCATE MAILB 1 , .=454b , 6 PVC R OF DRAIN -� N . � I ' f�Elvlli�ll3 WALK .! / 1 - 1- -" 'I S BO T 1.0% 1 STORM DRAINgE .�. �' ; 1 -:::a G A EA STA:0+84.73, 13.22 RT. ' .� ? i.: •t APPROX• LOCATIp VI�/ �IP RAP I EASE ENT i' 1 PROPOSED PAVIN R CB# 7 TYPE - ®EX. WM & iRRIGA' n I �AD TYP. `; M N., .) M I RIM=472.53 ;,.. _� Y I OUSE ) I , 11 - _ - - I I \ ::: - -- I I • • ^ * PAVEMENT OVERLAY AREA / I IL „ 12" $D - - f - - - ' i i / ' /' /' SEE NOTE THIS SHEET I.E.=469.86 8" SOIL FILLE� p ` 192 6uTLET , p An-- - - - _ e r L 1J I l CA ( _ I I , .- - ' - -- - : , 0020 STA: 2+34.52, 12.4fi' LT. I i.E. 454. �-4,8 � � B 17 I 0010 < -_-__--- ."•''• I V{f/ RIP- o I . `,6 �- \ i77 T 25.8LF 12"D.I. , , ' `i �'��rl „ STA: 2+34.52, 12.46' LT. ' .::...:... �: =--�. 6(, I W IP RAP PAD o 7. STORM DRAIN GE CB# 8 TYPE II 48"� I'� GARAGE I AD, I 1 1 ®1.01% \ t ;.' , <� �.. ,•. r: S N TE EASEM 'NT i I , I I `,� , RIM=474. ............. I® 1 I ( O\) f 32 •. -. .. .. . i 2.':' GR j4 L ACC S 6 , Q,. � ®.®. - " I I -;I:E..=a s ':98 ." AD ' M 6" C ROOF RAIN ' : » -----__ -� I 31 IN. FF''-469.7 I -7 I I RIM=475.24 I.E.=463.20 15 (W&SE) ®�(S€E=DE ;-DETAILS S�1,T 1 15' STORM DRA GE ,0%�IIN. TYP.) PC = 4 3�3. `. I ; •� 2 00.' ' r I.E.=472. / -s- :�::®„� EA MENT ,,,_-.-�` I , g _ \ I MaLeo)(6 I.E_=472.7 N STA: 2+57.29, 12.46' RT. » �.. �: I ( - ` y CB# 9 TYPE 11-48 0 \ 0.::: 1 , LOCATI 6 PVC ROOF AIN 3.747o F 12" Ex. cM� '@ -' <, » 10 RRIVATE ' - _ I _ I I.... Irk - _ ',', , RIM=474.64 ::� ::: i '011.0% MIN., ( .) t t R[M=475.91 , » STORM�DR I�INAG 5 / p. I 10' S I '� I IE=471.76-�(8" CMP) �_� `c� I.E.=463.00 15 (NW&S) EASEMEN MIN. t-F 471.0 ,' EASEMENT ` I.E_=469.21- (12" CMP) _, ` 5 9 - - in : =:::. f Z .' , • _ ' ,®® �' CB 10 TYPE 11 48" 0 `\ ;:Li�� .. _ LE.=471.11-! RIM=468.7E F N`. T I ." "-"t:E. �9. 36-6MP-}- %' . 6 PVC ROOF- D ` TFM E ' T- w w w w I.E.=459.98 15 (N) j PDND BOTTOM / STUBOUT 0 1.00 ::.:.'.::::: ::.�'.'.= .:':' ACCE S & ' I.E.=460.23 12" (E) -451.00 �\ _:.. FS 10 S S V1 e . 1 3 7 PLo :.� :... 4:.. I 7 MIN., (TYP.) ' 1 r :.,f.. .. .'.. r UTILITIES EASE EN .. 24 ►, ":....:C ...� :..�::: :��:. M�N. FF= f70.3 \10 ESTRI N s - 1 . 16.3 LF 12" EX. CMP ,� ► ARD- D SINS \ MIN. FF=470.6 5 ' :��......::.',�: N 17 WA NY EAS (VT : I @ 14.05% V - - 3' THICKENED : ,�.:... �ft.'•1:�:: �� r ____ �--- I' ., 1 SLOPE \_ EtiDGE - �.''y ti EXIST , ET•LAND - \:' ::' ::� \ " x . .� ':�" •� / �� .. I , r RIM=475.35 I I .E.=474.05-N SEE SHTi 13 OF 19 \ CB# 2 0 ' - - ` '` - - : ' ' N, I STA:4+61.71, 13.22' LT. CB# 11 TYPE I RIM=477.91 I.E.=474.90 12" STA:4+61.71, 13.22' RT. CB# 12 TYPE I RIM=477.91 I.E.=474.63 12" (N&E) STA:4+96.27, 13.22' RT. CB# 13 TYPE I W/ SOLID LOCKING LID RIM=478.18 I.E.=474.46 12" (N,S&W) STA:2+33.57, 13.22 RT. CB# 14 TYPE I RIM=481.34 I.E.=477.54 12" (N,S&E) STA:2+33.49, 13.2V LT. CB# 15 TYPE I RIM=481.34 I.E.=477.80 12" STA:3+91.30, 12.46' RT. CB# 16 TYPE II-48"0 RIM=474.12 I.E.=470.74 12" (N&E) I.E.=461.43 12" (S&W) STA:3+91.30, 13.22' LT. CB# 17 TYPE I RIM=473.35 I.E.=471.00 12" STA:5+14.41, 16.31" RT. CB# 18 TYPE II-48nO RIM=471.27 I.E.=462.05 12" (NE,SW,N&S) STA:5+29.55, 41.10' LT. CB# 19 TYPE I RIM=469.91 I.E:=466.90 12"PVC CB# 20 TYPE I RIM=465.89 I.E.=463.14 12" CB# 21 TYPE I RIM=469.46 I.E.=466.45 12" STA:17+97.17, 15.25 RT. (S.E. 136TH ST.) STA:0+14.88, 13.22 RT. (162ND PL S.E. CB# 22 TYPE 11-48"0 W/SOLID ROUND LOCKING COVER RIM=490.89 I.E.=481.86 12" (W,E&S) STA:18+60.04, 15.25' RT. CB# 23 TYPE I RIM=492.29 I.E.=488.00 STA:16+09.15.25' RT. CB# 24 TYPE I RIM=486.38 I.E.=482.80 STA:9+64.88, 15.25' RT. CB# 25 TYPE I RIM=481.98 .I.E.=479.32 lT! FOR INFORPAION) _ % : �- - _ times \ ``_--- - 3' THICKENE ~ '=` _ '�' T B# 2� y� @ 1.43% 12 EX. I NOTES' '1 POND •' aG�F� ACC S 8c UTILITIES EDGE \ \ I.. ' I 1. ALL CATCH BASINS SHALL HAVE VANED ` BOTTOM=452.60\ � 1 - VE 'f�EA '�F,� � \ 30.4LF 12 D 102.1 �,_SD \ r 5 WIDE PEDESTRIAN/SCHOOL WALKWAY, (SEE GRATES UNLESS OTHERWISE SPECIFIED. I , , J TRA1 T �� y 1 I 0 15.95% 04. % Q i PLAT OF EVENDELLENGINEERING PLANS FOR :) TRACT B J . . . . , . �` \ ' ch COMPLETE WALKWAY ROUT). 2. ALL STORM DRAIN PIPE SHALL BE PVC .. .. ..... . ....- FF=470.7 �, .; 5�0RA �'{'�� ` 23 M 2 ASPHALT CONCRETE f UNLESS OTHERWISE SPECIFIED 101 LF 18" S©® _ �• - Q \ MIN..FF=470. 20 MIIR 473.01 MIN. F 472.7 : 1 1 /2" CRUSHED SURFACING TOP COURSE � J - � � MIN. FF=4�i 0.3 - � \ \ " » V. \ 8" P1JeC ROOF DRAIN MIN. FF-471.1 I I 18` �_ _� i 2 1/2 CRUSHED SURFACING BASE Ct�I��SE 3. ROOF DRAINS & STUBOUTS SHALL BE 6 I' +, d STUB UT 0 1.0% I , PR ATE \ �. '' ON COMPACTED SUBGRADEI11 PVC UNLESS SPECIFIED OTHERWSE. 10 YR, FL 1LLAIN � _ b DT RAGE \ ` y/ I.E.=456. ��-46 - ELE 46 .3f \ MIN. TYP-) I \�+T � 20 .00•_. I L - ° -/a,✓, APPROX. LOCATION EX. - \. - 8" WATERMAIN 0120 1 CONCRETE RETAINING \ \ �� - 464--i - °-o=O�o -o-o -o_ o - ---\ : a I.E.=467.62 12 f �h WALL BY OTHERS 0 \ 46 r 74.1 LF 12" Ex. CONC 6' CHAINUNK FENCE ON N -466 I � TOP OF WALL FI ED FLOOR ELEVATIONS SHALL BE REV. NO. DATE DESCRIPTION APP ooREMOVE ROVI I EX. CB (SEE DETAIL SHT. 14 OF 19) NO LOWER THAN ELEV. 463.30 KING C NTY D.D.E.S. /:29/ DALE'-MORROW-POBLETE, INC. ��,fLAKERIDGE DEVELOPMENT, INC. REMOVE & REPLACE W/CB# 3B TYPE I �� F,�'v\� q 726 AUBURN WAY NORTH i I RIM=455.81 FENCE ENCROACHMENT WILL BE RESOLVED TO P.O. BOX 146, RENTON, WA., 98057 I.E.=454.36-S THE SATISFACTION OF KING COUNTY D.D.E.S., �� F AUBURN, WASHINGTON 98002 PHONE No. (425)228-9750 i Rev n 'Weer Co leti n Date ' �, PHONE: (253)333-2200 (FAX)333-2206 I.E.=454.16-N L.U.S.D. OR ENCROACHMENT AREA WILL BE p PROJECT CONVEYED TO THE ADJOINING PROPERTY PRIOR Z PL.AT OFvw I.E..8 LF 12,5 X. �N&S) TO THE RECORDING OF THE FINAL PLAT. UBEFifY C iOVE AND LIBERTY GLOVE CONTIGUOUS -51.8 LF 12 Ex. c Nc S for er Co ple ion Date I @ 3.21% THE EXCLUSION OF THE ENCROACHMENT AREA o ? REMOVE FROM THIS PLAT DOES NOT RESULT IN l OL .F,rsFG 3g58 G��`� ENGINEERING - SURVEYING g�E- AND STORM DRAINAGE PLAN II SUBSTANDARD LOTS OR IMPACT PROPOSED LOT A H. ANDERS, P.E. Appr val Date /ANAL E Q D LAND PLANNING 'CB# 3C TYPE I DENSITY. VELOPMENT ENGINEER incorporated DRAWN BY SCALE DRAWING u n n 1 40 01-470ENG SHEET f 1 1t/��w4'®t91 tears v w roor / L00 o dam- ; O I II I I I I 8.5LF 18" SD 0' cn 1.06% 68.9LF 18" SD I 0 2.39%LO I m I I 51.8LF 18" SD 0 2.12% cn Ln TR. M 36.1 LF=7W -c- - � @ 0.91 % I I I I.E.=4 2.511 I � I.E.=45 .26I ' I I 77.6LF 18" SD ' 0 0.71% 37.2 LF-12" GONC `� 1 @ 0.91 % REMOVE 1s 1 � I NOTE: RIP —RAP PAD SHALL BE 7' W. x 8' L. x 1' THICK AND HAVE THE FOLLOWING GRADATION: MAX. STONE SIZE=8" MED. STONE SIZE=6" MIN. STONE SIZE-2" dA ivu v ..+v v - q •- — a 1� YR, FL I.E.=456.31 ----o--- �-46 C ELE ` # 3A '' CONCRETE RETAINING WALL BY OTHERS —__f-74.1 LF 12" EX. CONC 6' CHAINUNK FENCE ON 2.90% REMOVE TOP OF WALL (SEE DETAIL SHT. 14 OF 19) EX. CB /— REMOVE & REPLACE W/CB# 3B TYPE I RIM=455.81 I.E.=454.36—S I.E.=454.16—N I.E.=453.0.5 18" (N&S) —51.8 LF 12 EX. C NC 3.21% REMOVE EX. CB �—REMOVE & REPLACE W/CB# 3C TYPE I RIM=454.70 I.E.= 453.00—E I.E.=452.70—N I.E.=452.60—S I.E.=451.95 18" (N&S) NEW I � I I I i i I \ RESTORE EXISTING DRIVEWAYS & LANDSCAPING IN KIND, (TYP.) I I.E.=451.92 I i i (I I.E.= 451.4 18"SD RIPRAP PAD ABOVE) REGRADE DITCH 0 2.12i t (SEE NOTE ABOVE) I i 1 00; 2:1 SIDE SLOPES MAX. lI I Ul � li I � I 0096 I.E.-- 449.20 18"SD I.E.=449.74 II I I I y I i 52.6LF 18" SD 0 ' I i I 50.6 LF-12"CONC 3.22% 3.23% ; i REMOVE 0 00� I.E.=447.84 V' I� I I.E.=447.50 18"SD I I I REGRADE DITCH 0 1.49%± 2:1 SIDE SLOPES MAX. �I I 00 I i 101 1; 00 I I I.E.= 445.40 18"SD EX. I.E.=445.99 I I i I I I II, , 46.6 F 18"SD 3 009b ; I i I EX. 44.6LF-12"CMP/CONC. i © 2.98 REMOVE II�' -2 00; ' I I!► i EX. I.E.=444.66 i I I.E.=444.0018"SD II II REGRADE DITCH 0 1.649'.f I , I 2:1 SIDE SLOPES MAX. I I I 1 ' I.E.= 442.10 18"SD 27.4LF 18"SD I 1.83% ; —3 0� I I.E.=442.69 24" ADS CULVERT ! i 25.4LF-12"CONC I.E.=442.69 dI I 1 p 1.85% 48.1LF @ 6.ADS Ij ; REMOVE 51 % � I I.E.=442.22 �" I.E.=441.60 18 SD I.E. = 439.56 REGRADE DITCH 0 5.95%± 2:1 SIDE SLOPES MAX. I 24.1LF-30"ADS 24" ADS /; Q 2.70% CULVERT—4.-I-Oq I.E.=439.56 I I.E.=438.91 � I \ I I I I MATCHLINE STA:5+50.00 00 BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH A PORTION OF NE 1/4, SE 1/4 AND SW 1/4, NE 1/47 SEC. 14, T-23N, R-5E, W.M. KING COUNTY, WASHINGTON MATCHLINE STA:5+50.00 III'_ I I I A I -s 0a I ` Iw I I I001 IlLA I I I I ,I I_E.=434.43 — b� I I I III I I I I I 121.7LF-30"ADS 2.917. -6 00' 14028 160TH AVE. S.E. ; (0:1:05) I II I ' I.E.=430.89 I I i Iil I $1 -7f 001 I I � I ' 430 I I` II I I [--4` 8 I�I I I I I NOTES: 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. ALL STORM DRAIN PIPE SHALL BE .PVC MAYS to 1A L PER k cR 5 UNLESS OTHERWISE SPECIFIED. 3. OPEN ENDS OF ALL NEW 18" SD SHALL HAVE A DEBRIS BARRIER PER K.C. SWDM FIG. 4.2.1E, (SEE DTL. SHT. 14 OF 19) 4. PROJECTING ENDS OF PIPES WITHIN THE R.O.W. SHALL BE BEVELED. KING COUNTY D.D.E.S. Reviw Erf6ineer v rv- J - SA DE S, P.E. DEVELOPMENT ENGINEER Comments: 5 25/oS Com letion Date Co //pl IolIn Date fiJ� l/i 6 Apogovdl Date �v�\� L. v DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 �o�F�sF32 0 ��ENGINEERING - SURVEYING AL E� Q D LAND PLANNING incorporated EXPIRES 9 JAN 2006 STAMP NOT VALID UNLESS SIGNED & DATED REV. NO. PROJECT 0 10 20 40 SCALE 1 " = 4W LEGEND: EXISTING WATER VALVE ® EXISTING WATER METER p EXISTING FIRE HYDRANT EXISTING U11UTY POLE o MAIL BOX d EXISTING SIGN END OF CULVERT ® EXISTING CATCH BASIN EXISTING BOLLARD �- UTILITY POLE ANCHOR STREET LIGHT CHAIN LINK FENCE o WOOD FENCE X BARB WIRE FENCE EXISTING PAVEMENT DATE I DESCRIPTION I APPROVED LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425)228-9750 PLAT OF LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS OFFSITE STORM DRAINAGE PLAN D.O. SCALE 1 "=40' DRAWNNG01-470ENG SHEET L.D. DATE 4/27/05 01 OF- 01Iro 7 30' U U 30' R/W 16' 5' SIDEWALK EX. GE OF PAVI G 1' SAWCUT & MATCH EXISTING q� 0.5' P VING S4 2.0% _ 2,0� EXISTIN PAVING 4" CEMENT CONCRETE 1 CEMENT CONCRETE CURB & GUTTER SEE DETAIL SHT. 15 OF 19 3" CLASS B ASPHALT CONCRETE 1 1/2" CRUSHED SURFACING TOP COURSE 5" CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SEE SEC. 4.02 OF K.C.R.S. 160TH AVE. S.E. ROAD SECTION C-C (NEIGHBORHOOD COLLECTOR) STA:9+96.34 TO END OF IMPROVEMENTS (LOOKING NORTH) i i NOTES: 1. THIS DRAWING ILLUSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION, ALTERNATIVE II. FOR OTHER ALTERNATIVES AND POSSIBLE REQUIREMENTS FOR FRACTURED AGGREGATE OR INCREASED THICKNESS OF SURFACING MATERIALS, SEE SECS. 4.01 AND 4.02. OF K.C.R.S.. cy) 0 04 21.4 LF-12' C N LIL + 0.9 REM O '2 I.E.= 63.92 �V Lu 18. LF-12', NC I.. 0 2.197. -- LliW I.E.=46i2i � LLJ Ld I.E.=4 6.31 co CNQ � 142.2 18 + STA:3 41.16 5.25- RT. 3 TYPE I ITHRU C RB IN - T _pB# RIM=4 8.24 I.E.=4$1.68 TYPE 1 4.60 1.50 K/ W 16' VARIES 5' SIDEW LK EX. EDGE OF P NVING 1' SAWCUT & 1' MATCH EXISIING �pX SUppE PA NG 0.5' 2.09� 2;1 EXISTING PAVING 2.0% _ 1 4" CEMENT CONCRETE CEMENT CONCRETE CURB & GUTTER SEE DETAIL SHT. 15 OF 19 3" CLASS B ASPHALT CONCRETE 1 1/2" CRUSHED SURFACING TOP COURSE 5" CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 OF K.C.R.S 160TH AVE. S.E. ROAD SECTION G-G (NEIGHBORHOOD COLLECTOR) STA: 3+39.74- 9+96.34 (LOOKING NORTH) ►r Q H V) 7+68 24't LT. cn DRA N {T6 = I24OUTLE I.E.=4 1.9 HN73 GHA M X. SIDE SLOPES CONS UCT R_ CK uj W RIP-R P PAD & DEBRIS BARRI R, ,,SEED SHT. 4) EXISTING C/ rpAn PROPOSEPROPOSEE EAST kE RAD F/L GR NDE 38.8 F 12" EX 3.6E %CPEPI E.=469.6 REMOVE I.E.=467.94 ` \ \ I. .=472.53 i i ALI i- I.E.=, 81.33-S I.E.= 81.53-E F O I.E.= 81.38-N -� .1$+ 0 N C# 4 B �• TYPE 1-4800 `- W SOLID OCKING ROUND COVER z 00 RIM=484.28 10 00 I. .=477. 815" N&SW) I.E.= i.53 2" (E) w o w (n 0- • • I.E.= 92.95 w z EX. 37.4 1-17 CPEP @ 1.42% 12" N ED W 3 .9 LF EX. 12" CON -' REMOVE M 00 1. 5% REM VE ILL0 0 > I.E.= 83.34 - ,� L>_1 -I-0 I- W oLd a_ �� ' EX. 12" CONC O 3.41% I.E.= 8 r ;,- ' gqo 3 2 ,- REMOVE .21 iI 1 SD00.6% SIDE F/L RADE M o � EXISTING L •- `'d' GR DE PROF OSED I.E.=49 .64 II C) w 26.5 12"D.I. - yl --- X 0 1.6Q9� 11 t- + a0 C9 ,REF z Lj � .-. WEST (0 N d' (0 + -f9 Q t-- w o0 Z co Ww � � 'I-,CL Ld i P- I. .=495.69 \ �--I NEVI 12" SD 7.8 F 12" X. EX. ONC 0 4.07% T71%I 1 , ;,,-'� PRO OSED E VCX./GRA E F/�' 6j RIM=4 4.01 STA.11+84. 2 1 I.E.=49 .21-S CB�1 I/�-48 I.E.=49 I.E.=491.36-E .31-N 28 RIM I.E. 6 'JLT. TA:10+ 6.33 1 5C7 .25' L . RIM 4 LE.-4 8.55 5.55-5 C-Bn?E # �o IM_ 485 29 �0 I.E.=4 5.65-$ I 6• ' 0 ID -:-4a2 ,- O \' STA:1137.51, 5.23 T. RIM_ 8.6 MATCH PA � 06.81E 4"SD STA: 0.93% +64.8 15.25' RT. W% CB# OLID L 27 TYPE CKING IM=488. I D 8 I.E.- I.E.= 5.65 5.25 1 X. 12" (W)" N) CB 25 E 1 1. --.=482.137 15" S) I.E.= 5.00 1 (S) RIM=48.98 I.E. 482.62 2" N W ' STA: 9 85.79, 7.37' L . LoN �i r Ki "i d' rnM °' co 4 �taD . ao co NM c6 o `- o CB# 5 BP TYP II-48" OD 4 d- RI =482.4 I.E.=47 .58 15" (NW&N ) 11 +00 12+00 CB ' =483.25 FINISH GRADE ® F.O.C. (FLOW LINE) ELEVATIONS I.E =473.8 24" 10400 EX. RI1 STA $" SS 7+72.9 15.25 RT. I.E. I.E. 480.70-S 480.80-N EXISTING GROUND C/L ELEVATIONS CB# RE OVE 5 TYPE I W/ OLID LOCKING Ll NOTES: RIM I.E.-471.53 474.80 15 (N " E) 460 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. ALL STORM DRAIN PIPE SHALL BE PVC UNLESS OTHERWISE SPECIFIED. 3. PROJECTING ENDS OF PIPES WITHIN THE R.O.W. SHALL BE BEVELED. I.E.=4 4.79 STA 4+83.34. 15.25f RT. 2 TYPEII- 48 W CB 0 Z STA: 41.2 2 .75' R RIM I.E.1455.50 462.96 18- (E) RB# 3�,8 E a I.E. 4 4.70 I.E.�455.50 I.E. 455.75 i8" (S) 15 (NED L� c ^ �N N00 �O t`M �� `t0 �N o^ �O rn LO 00 0 todam• d, O N �� .-� d� M LO d�- Vi r `!� ^ rn �� 0) dot, .- `t dd, t7 co dsI co `1-4+00 5+00 6+00 7+00 8+00 d- Oo q- I - FINISH GRADE ® F 0 C (FLOW LINE) ELEVATIONS EXISTING GROUND C/L ELEVATIONS 160TH AVE. SE. PROFILE (NEIGHBORHOOD COLLECTOR) HORIZ. SCALE 1 "=40' VERT. SCALE 1 "=4' 0 N O 0) o0; 00 d- !. 9+00 450 10+00 .40 13+00 KINGCOTY D.D.E.S. Rev' E gineer CompI tion Date io er Co pleti n Date J H. SANDERS, P.ApprE. va Date DEVELOPMENT ENGINEER Comments: DALEY-MORROW-POBLETE, INC. q 726 AUBURN WAY RTH AUBURN WASHINGTONN098002 PHONE: (253)333-2200 (FAX)333-2206 BURIED UTILITIES IN AREA Z CALL BEFORE YOU DIG 25 1-800-424-5555 �o�� AFC 3ST EXISTING UTILITIES SHOWN ARE FROM s/ONA L E��\ THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1 rn c o r p o EXACT SIZE, TYPE, LOCATION OR DEPTH EXPIRES 9 JAN 2006� STAMP NOT VALID UNLESS SIGNED h DATED ENGINEERING - SURVEYING D LAND PLANNING 019.1 STX 13+58. CB 1 -BP 1 RIM=496.38 I.E.,1-483.30 EX. CB RIM=4 G.02 I.E.=49 .62-S I.E.=49 .72-N I.E. = 49 .72-E 470.00 U-) �CD c6 c6 14+00 T. REV. NO. DATE DESCRIPTION APPROVED WENT LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425)228-9750 PROJECT PLAT OF IV kku-t k� LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS 160TH AVE S.E. STREET AND STORM DRAINAGE PRO19L.E IRAWN BY SCALE ". DRAWING H.D.O. 1 =40 01-470ENG SHEET 8 LPPROVMM L.D. DATE 4/27 /05 '10Bg 01-470 OF I,\Pro_Iects\01-470 LIBERTY\dw4\01470ENG.dwa 5/5/2005 1167Q4 AM P; r LU--A--og -12 1 It\Pro,jects\01-470 LIBERTY\dwq\01470ENG,dwp 5/3/2005 3j4908 PM PST LUA t 490 4800 •1,4 E-I 03 09 x U HIGH POINT STA = 5+73 PVI STA = 5+83.42 PVI ELEV = 493.73 A.D. _ -4.80 K = 52.08 250.00' VC I.E.=491.00 -J fX 104,5 CF 490 Ti;„_ 2.16% CONc -------------------------- I.E.=488.74 CB# 10 BP TYPE 11-41 RIM=491. MATCH PAVI W/SOUD LOCKING I.E.=488.9t EX. 12" I I.E.=488.90 15" (SE) N I.E.=488.90 15" (N) N DATUM ELEV 470.00 7+00 NOTES: 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. ALL STORM DRAIN PIPE SHALL BE PVC UNLESS OTHERWISE SPECIFIED - FINISH GRADE CA ELEVATIONS EXISTING GROUND C/L ELEVATIONS S,E, 136TH ST (URBAN NEIGHBORHOOD COLLECTOR) HORIZ. SCALE 1"=40' VERT. SCALE 1 "=4' (D ry c3i 150.0 ' VC b DO VI STA = 18+5 w co z M K 73.71 Imo- P ELEV = 492. 5 In A.D. _ -2.35 1 M r5 > o z 100 0' VC K= 3.96 w 0+, J w w w VI STA 17+0 .23 LO ii 0 iii w o Q J >o VI ELE = 488.40 M n to rn j n cn ui A.D. = 1.36 n o w W W Ex. 2 c 00 I.E.= 91.0 + o 5 t v> ; r EXISTING C/L GR DE 1YLd LCI m i m m zW 0a-M �f d. W - N W ROPOS D GRAD .l ROAD C/L m CUT E --- STING 1 Lo I I RADE Ex. 12" onc. I I '' �� PIPE REMOVE04 _ Cro sing Cj d� I.E.=4 4.56 I STA19+45. 2, 26.6 6�. Tr W/SOLJD L000 G UD 0. RIM= 3.0t v _- -- '- (MATCH P VING) - CB-1 11 Me. :18-i-60 gD Q. e. 951 " w� Q ST 16+09. 5.25' 8.04 ST CB 5'(LT. o N RIM =4 23 E 1 C8�24 I.E.=4 6.34 1-'," CONC E RI =492.2 cfl E 1E I RIM 486.38 I.E.=4 5.64 1 " CONC S I.E.=488.0 `- I.E.r482.80 I.E.=4 6.24 1 " CONC W STA; 1 8,1-8 &8 ' T"--- S 7:fi 5- z 0 CB# 12 BP TY�I I CB# 22 TYPE II 48'O W/SOU LOCKI G UD �(y/ SOLID LOCK NG UD C5 RIM= 8.7x RIM=49 + I.E.=48 .21 I.E.=48 .89 .86 0' a 4 0.00 cD 00 to d CV c0 w N r7 �- 00 I DO oo cn t� oU OD coC; N 0) 15+00 16+00 17+00 S.E. 136TH ST (URBAN NEIGHBORHOOD COLLECTOR) HORIZ. SCALE 1 "=40' VERT. SCALE 1"=4' 18+00 19+00 500 1c. /--Ex. 12" Culvert I.E.=491.75 490 -,-- 46.6 LF 12" EX. CPEP @ 0.24% _X. CB RIM=492.83 .E.=491.13-N .E.=490.13-W 480 NOTE: E�T P F1tE DE tGN-F M- T1R STA 0+00- +83.45 BY CORE D SIGN PROPOS D PLAIT OF E ENDELL) 30' U 30' 490 Ua E-1 1= U2 z 0 0 Z O 3 p OM 0 L6U w � E-4 m Ld 15+00 48' 18' U R/W 5' SI EWALK 16, 1' -�{ 0.5' 1' SAWCUT & SOUTH HALF OF ROAD IMPROVEMENTS DESIGN 1 MAk. 2.tS�Op 2 0 I MATCH EXISTING BY OTHERS, COORDINATE IMPROVEMENTS W/ f PAVING CONTRACTOR (SAME AS THIS PROJECT) 4" CEMENT CONCRETE CEMENT CONCRETE VERTICAL CURB &-" GUTTER SEE DETAIL SHT. 15 OF 19 CATCH BASIN & STORM SEWERS,(TYP.) EXISTING PAVING 711 "1:VARIES, FEATHER OVERLAY AS NECESSARY TO OBTAIN -2.0% SLOPE TO EXISTING PAVING NOTE: I 1 THIS DRAWING ILLUSTRATES A TYP<"AL ASPHALT CONCRETE ROAD SECTION 30' 18' MIN. 5' MIN. SIDE V 0.5' 2.0% _ 2A% w 0 X 0 D: W m J o- r, CEMENT CONCRETE CEMENT CONCRETE VERTICAL CURB & GUTTER SEE DETAIL SHT. 15 OF 19 ALTERNATIVE II. FOR OTHER ALTERNATIVES AND POSSIBLE REQUIREMENTS FOR I I-- CURB INLETS, (TYP.) CATCH BASINS, FRACTURED AGGREGATE OR INCREASED THICKNESS OF SURFACING MATERIALS, SEE STORM SEWER, (TYP.) SECS. 4.01 AND 4.02. OF K.C.R.S.. 3" CLASS B ASPHALT CONCRETE I 1 1/2" CRUSHED SURFACING TOP COURSE 5" CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL S.E. 136TH ST. CONDITIONS. SEE SEC. 4.02 OF K.C.R.S. ROAD SECTION K-K (URBAN NEIGHBORHOOD COLLECTOR) STA: 16+0784 - 19+30.86 v (LOOKING WEST) 30, S\pf EXISTING GRAVEL SHOULDER OR ASPHALT DRIVEWAY SLOPE VARIES BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH I 30' R/W 120' MIN. PAVING WIDTH EXISTING PAVING VARIES VAIi.IES 1' SAWCUT & I PAVING EXISTING vPR\Eg _VARIES 2. 9 EXISTING PAVING v PR\�S SCOpf DOUBLE YELLOW VAR/fS THERMOPLASTIC 4" LANE STRIPES 3" CLASS B ASPHALT CONCRETE 1 1/2" CRUSHED SURFACING TOP COURSE 5" CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 OF K.C.R.S. 3" CLASS B ASPHALT CONCRETE 1 1/2" CRUSHED SURFACING TOP COURSE 5" CRUSHED SURFACING BASE COURSE * ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 OF K.C.R.S. NOTE: IF SOUTH HALF OF STREET IS ALREADY CONSTRUCTED, THEN SAWCUT 1' BACK & PROVIDE 16' MIN. PAVING FROM C/L TO NORTH FLOWUNE & ADDITIONAL PAVEMENT ON SOUTH SIDE AS NECESSARY TO MATCH EXISTING PAVING S.E. 136TH ST. ROAD SECTION D-D (URBAN NEIGHBORHOOD COLLECTOR) STA: 6+57.73 - 12+94.07 (LOOKING WEST) KING D.D.E.S. Re ' E ineer Comp etion Date enl E ' er C pletlon Date �P061> H. SANDERS, P.E. Appro al Date DEVELOPMENT ENGINEER Comments: REV. NO. DATE I DESCRIPTION APPROVED S.E. 136TH ST. ROAD SECTION L-L DALEY-MORROW-POBLETE, INC. CUENT LAKERIDGE DEVELOPMENT, INC. �,�v` � of A F�. 726 AUBURN WAY NORTH P.O. BOX 146, RENTON, WA., 98057 (URBAN NEIGHBORHOOD COLLECTOR) tic PHONEU URN, AS INGTO(FAX)33322206 PHONE No. (425)228-9750 STA:13+48.40 - 15+67.84 (LOOKING WEST) PROJECT PLAT OF 1325 LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS A �`` IL ENGINL S.E.136TH ST. STREET + STORM PROFILE AND PLAN NVEYING EXPIRES 9 JAN 2006 incorporated DRAWN BY H.D.O. SCALE NOTED pRAH"Ol-470ENG SHEET 11 APPROVED I DATE 4 /27 /05 1 "' 01-470 OF STAMP NOT VAUD UNLESS SIGNED & DATED I,\Pro,jects\01-470 LIBERTY\dwq\0147DENG.dwq 5/4/2005 10i1826 AM PSI WAIMM oA ft- 12.1_--- 0 �- 0 0 r .. ....... . A.. - r 11 �3 _ ,•=•=ems.==s�s>.c�� sir :-• ; GARAGEiv `. wAffu t .i� L I! ;�I ` I :r •' --- -• •` � ••ram .,..t! •o.. • .:-- •� _... i I � ♦ , �)®{`��:�.!1L;�Ir•1.��.g�5..!Sif!i%�!r�f..a;!la,`!'z�� •�r�:N �r:!!r•!S,INJi:I.�sIS•�F!'s••t•.3•J:` - 1 r • / r slr••. • all. M'�1 �•l!.•,`•• .. �J .. r. + rs .'allies II` {a;•�.;•�Jt i•l�I/,!'z•• • !•l...lr''•• yyi•,�•.!JfU',flt•.•1�.�•':•�6�i�!,.�ijlr.f• � 1al!�i�l.J�•9. .4_ � jrl,�rs,�!� . •'• •�'.•. •�l.st.l..•,rr s•,Q• f ,06�•„• �....•.„•,•�-l..sl•,�,•..,l.S.l,�,!„ 1f.::l.,,�iif.94'`,•,r.!•+�A•F,N,, +�•: v:•• iJyr.,ra • r._ r: +. i,,�+•. r• • + r. .. r! .. s, •r;- rJ ra .:, + .. .S�.r �E • ��•ti+lJr• •. ar,;! 41.rf •3.• L• •t.'clli7�i•R • sl titalral•rl►� .lrsl.. lJ-iw�,r•��•: ; ,: •A. � •J • Sf•'•;! !. ! S! � t 1;• ,! !!_'.{(s� j•!,�l �yt!ll• fr•-!+'N lS • ` s•'•.4=!!F.�SI•! Lr.SH n. y. ',�,�s:.:. rt. rt �� i yi !K �i r41 � •• •: • • . r.ii' it . .i � • � • • '.�` i l i �, •..;f •.,�:• % i ••: la.�.,f,�%,,1.,,•. ;�1..•'.�%1a1,� ;1C:y •.�y.,'i f'ri•uw`rar�ia.�r"•mil.•irw.•SJr"�y...rJyi.....ir.irJir.i+•r+••r.�.�.rs•r.lL'd.•..'1!,�1��.!.'alyd•�`�.. 1` • } , r/ �,� �� • • � DID u �. ��►, �,�' .1. . �;' • . ./.. '"fir•-. • . F DETENTION POND VOLUME REQ UIRLD: 115,567-,,cu. ft. P4 C DETENTION POND VOLUME AVAILABLE: 135,223 cu. ft. z DETENTION POND VOLUME PROVIDED: 0 5 10 20 SCALE 1" = 20' z in EMERGENCY OVERFLOW 0 C5 N W.S. EL=462.70 o TOP OF BERM -gyp EL=463.00 6' CHAINLINK FENCE EXIST. GROUND -SEE DETAIL SHT. 14 OF 19 0- - ,rr TOP OF WALL=463.00 r 24- W. S. _ � 0 P OPOSED GRADE 6' DETENTION STORAGE 5-BENCH (0 TIONAL) 5' BERM \ ELE =455.0 4 \\ . 112 A/ 6S DIMEN STORA E �� to �\/7\\; 1' SEDIMENT STORAGE $ 4 •2 0 50 100 0=A/P 50 100 co AlWIDE EMERGENCY FNS/7- �\ y y y y HORIZ. SCALE 1"=40' Cfl SqILLWAYEE DETAIL THIS SHEET\ B/W,463 0 q�� /�F VERT. SCALE 1 "= 4' ( ) 8 456 0 I FF� WRAC C S NOTES: 5g o 5' BENCH y. 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS :I. B 1 POND \(OPTIONAL) / S E N S I J I UE'� A OTHERWISE SPECIFIED. I r / i : I BOTTOM 452.50 g� CO TRACT B : -� 2. ALL STORM DRAIN PIPE SHALL BE PVC UNLESS OTHERWISE J SPECIFIED RISER .. ........S-TGR M... {T G-N-D.. . ............. / 12" INLET 3 " B NCH p LE.=454.00 ��Q� ' i \ REMOVEABLE WATERTIGHT COUPLING :�. 0 T10NAL ��6 6� '. � �► . L! W �� 00 10 YR, FL 0 - A I �� LnELEV \ B# 3A Q ❑ o -- / U ❑ I V'�.♦ � . .cl -❑. ❑ .L per.. I \ I \ I 1cf) I I 3+00 1' M N. DEPTH ROCK I(!) RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATIONS AS FOLLOWS: MAXIMUM STONE SIZE 8" MEDIUM STONE SIZE 6" POND OVERFLOW DETAIL MINIMUM STONE SIZE 2" N.T.S. 1" CHAMBER - 4 SIDES RECYCLED PLASTICIOR TIMBER 8" x 8' x 4'-0' 8" x 8" : 1/8" MIN. THICKNESS GALV. �I 1/2" GALVANIZED EYE BOLT STEEL OR ALUMINUM. w WASHER & NUT. INTERIOR SIDE DIMENSIONS BOITSTIINUT PEEN RECYCLED P 1/4' GREATER THAN POST OR DIMENSIONS. 500# MINIMUM TEST GALVANIZED CHATN ANCHORED IN CONRETE w 4" ;, • �' j - ANCHOR w/6" x 3/8'0 �:- in STEEL ROD N • • Q 3"ss MIN. -. ::I DRAIN PIPE N 2'-0VARIES REMOVABLE BOLLARD FIXED BOLLARD SEcnDN A -A FIXED BOLLARD PLAN BOLLARD DETAIL N.T.S. HAMFER 4 SIDES POND DETAIL NOTES: 1. RECYCLED PLASTIC BOLLARD SHALL BE WHITE. TIMBER SHALL BE FIR, DENSE CONSTRUCTION GRADE, AND SHALL BE PRESSURE TREATED WITH A WATERBORNE PRESERVATIVE (ACA, CCA, ACZA) IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 9-09.3 (4) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. TOP 5" OF TIMBER SHALL BE PAINTED WHITE. 2. STEEL TUBE SHALL CONFORM TO ASTM A53 GRADE A. 3. NUTS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A307. 4. ALL STEEL PARTS SHALL BE GALVANIZED. 5. CONCRETE SHALL BE CLASS 3000. 6. SEE SEC. 5.08. 7. MIN. 50" SPACING ON TRAILS LESS THAN 10' WIDE. 60" SPACING ON TRAILS 10' OR WIDER. 12' ACING uv1\llVl- GRAVEL POND ACCESS ROAD N.T.S. NOTE: PRIOR TO THE RECORDING OF LIBERTY GROVE, THE PLAT OF LIBERTY GROVE CONTIGUOUS SHALL BE RECORDED (AS DRAINAGE FACILITIES FOR LIBERTY GROVE WILL BE CONSTRUCTED OFF -SITE IN THE PLAT OF LIBERTY GROVE CONTIGUOUS). KING COUNTY D.D.E.S. Revue E,6aineer \ H. 'SANDERS, P.E. DEVELOPMENT ENGINEER Comments: E; /Zs/os Com etio Date 11 , f /4/0 Co pletion Date Ap ftov6I Date BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH PLATE WITH ORIFICE--,ELB03V DETAIL (SEE ELEVATION N.T.S. FnR cl7P) 468 466 464 464 PROPOSE GRAE 462 462 460 460 458 458 456 456 454 454 452 452 450 450 448 448 446 446 444 444 442 442 6' CHAINLINK FENCE -SEE DETAIL SHT. 14 OF 19 TOP OF WALL=463.00, MLR.) \ 5 6 g BENCH RAGE C R--TAININC. NC. ./ / 5 BENCH (OPTIO H AL ( ') \ \I �\ IROPOSED GRADE Cr N ,,c\ //�i . ,\ ,A OTT.=4 \ ., WALL 3, 2.5 0 50 100 150 200 POND SECTION B-B HORIZ. SCALE 1 "=40' VERT. SCALE 1 "=4' REACH ROD 5' VERT. GRATE (TYP-) SPACE BARS ®4" O.C. OVERFLOW EL = 462.50 EL= 462 MAX W.S. EL = ROUND SELF-LOCKING SOLID COVER MARKED "DRAIN" IPE SUPPORT(S): 3"x.090 • 4',MIN• GAUGE BOLTED OR IMBEDDED 2" 16' MAX. IN WALL AT MAX. 3' SPACING. 2,_6" MIN. 1 SUPPORT MIN. 6" MIN. _ STAND. GALV. STEEL LADDER/STEPS (TYP.) D'i• , .1 FROP-T 3.65' SHEAR GATE °'► (TYP•) RI SER TICAL 101LF 18"SD TE NI INFORMATION PLATE: A BRASS OR STAINLESS STEEL PLATE SHALL BE PERMANENTLY ATTACHED INSIDE EACH CONTROL STRUCTURE. ENGRAVED INFORMATION ON THE PLATE SHALL INCLUDE THE FOLLOWING: -NAME AND FILE NUMBER OF PROJECT -NAME' AND COMPANY OF (1) DEVELOPER, (2) ENGINEER AND (3) CONTRACTOR -DATE CONSTRUCTED -DATE OF MANUAL USED FOR DESIGN -OUTFLOW PERFORMANCE CRITERIA -RELEASE MECHANISM SIZE, TYPE AND INVERT ELEVA11ON -UST OF STAGE, DISCHARGE AND VOLUME AT ONE -FOOT INCREMENTS -ELEVATION OF OVERFLOW -RECOMMENDED FREQUENCY OF MAINTENANCE. NOTE: CONTACT DMP, INC. AT (253)333-2200 FOR SPECIFICS 1.19, 10" ELBOW W/ 7 3/4" 0 ORIFICE EL=460.81 - 8" ELBOW W/ 4 3 ORIFICE EL= 59_f I 31.2LF 18" SD I ® 1.60% OUT TO CB No. 2 0 ' 18" CMP TO SD ADAPTER 2' MIN. in I.E.= 456.00 .. - _ - - I.E.=456.00 ' 1' SECTION OF PIPE ATTACHED BY GASKETED • BAND TO ALLOW REMOVAL �• 2' MIN. �• . ,:: RESTRICTOR PLATE WITH 3 1/4"0 ORIFICE. .. ,` NOTES: 1. METAL PARTS: CORROSION RESISTANT. ELEVATION GALVANIZED PIPE PARTS TO HAVE ASPHALT SCALE: 1"=2' TREATMENT 1. 60" 0.1 2. FRAME & LADDER OR STEPS OFFSET SO A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CUMB-DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. 3. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE, OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4-- CONTROL STRUCTURE MH # I -TYPE II-60990 SCALE: AS NOTED DALE Y 2MORR OW-POBLoETE, INC. 76 AUBURN WAYAUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 13258 U �� is ENGINEERING - SURVEYING NA L IL D LAND PLANNING incorporated SPIRES 9 JAN 2006 STAMP NOT VALID UNLESS SIGNED A: DATED REV. NO. DATE I DESCRIPTION I APPROVED CLIENT LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425) 228-9750 PROJECT PLAT OF LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS STORM POND .DETAILS DRAWN BY SCALE DRAWING H. D.O. NOTED 01470EN G SHEET 13 4PPROVEA , L.D. DATE 4 27 05 01-470 OF -� 1.\r f'V Ml 1.\V1-T/U L1a,LR11 \ti." 1.1•t, VCIVU.U114 J/11/CVV•t 1Y.JJ•G7 "PI rUl A PORTION OF NE 1/4, SE 1/4 AND SW 1/47 NE 1/47 SEC.14, T-23N, R-5E, W.M. KING COUNTY, WASHINGTON 48" Stormwater This pond is in our care. Storage Runoff is stored and slowly released from this pond. This helps prevent Pond downstream flooding and erosion and helps improve water quality to Puget Sound. 24' For more information or to report littering, vandalism and other problems, call: Department of Natural Resources, Facilities Maintenance at 296-8100 ®Eft CUM#d UA Puft Pond Name and Number SPECIFICATIONS: SIZE: 48" WIDE BY 24" HIGH 18" TYP. MATERIAL: .125 MIN. GAUGE ALUMINUM FACE: NON REFLECTIVE VINYL OR 3 COATS OUTDOOR ENAMEL (SPRAYED) LETTERING: SILT SCREEN ENAMEL WHERE POSSIBLE, OR VINYL LETTERS \/xi �j/\�j�\ FACE COLORS: BEIGE BACKGROUND WITH TEAL LETTERS \\ \\ TYPE FACE: HELVETICA CONDENSED: TITLE 3"; SUB TITLE 1 1/2"; TEXT 1" BORDER: OUTER BORDER 1/8" DISTANCE FROM EDGE: 1/4:, ALL TEXT 1 3/4" FROM BORDER JjPOSTS: PRESSURE TREATED 4x4, BEVELED TOPS 1 1/2" HIGHER THAN SIGN FACE 24" IN. INSTALLATION: SECURED TO CHAIN LINK FENCE IF AVAILABLE. OTHERWISE INSTALL ON TWO 4"x4" PRESSURE TREATED POSTS MOUNTED ATOP GRAVEL BED, INSTALLED IN 24" CONCRETE FILLED POST HOLES (8" MINIMUM DIA.). TOP OF SIGN NO HIGHER THAN 42" FROM GROUND USE 6 1/2"x3" HOT DIPPED GALVANIZED LAG BOLTS & WASHERS. PLACEMENT: FACE SIGN IN DIRECTION OF PRIMARY VISUAL OR PHYSICAL ACCESS. PLACE AT LEAST 6' FROM PERIMETER OF SITE. DO NOT BLOCK ANY ACCESS ROAD. DO NOT PLACE WITHIN 6' OF STRUCTURAL FACILITIES, E.G. MANHOLES, BIRDCAGES, ETC. PERMANENT SURFACE WATER CONTROL POND SIGN N.T.S. f -°-6" MIN. (TYP.) 1' MIN. i] s 6" MIN. 6" MAX. i 1" MIN. DIA. STEEL ROD (STRAP) CLAMPED SECURELY TO PIPE CONCRETE FOOTING �� .. :. . CONCRETE BLOCK KEYED 6" MIN. KEYED INTO UNDISTURBED INTO UNDISTURBED SOIL 1' MIN.{ 2 x PIPE SOIL AS SHOWN tom' AS SHOWN DiA. MIN. SECTION A —A SECTION B—B ' 1 W 6„ MI 2' 000 0 d° 0 0 o 0�cQ o jx 4 CONCRETE BLOCK CONCRETE BLOCK ANCHOR NOTE: FOR HDPP, PIPE MUST BE FREE TO SLIDE INSIDE A 4' LONG SECTION OF PIPE ONE SIZE DIAMETER LARGER. 6" - MIN s� PIPE ANCHOR DETAIL N TS zs o 0 -- �__ x 111 a x00po xx 0 0000 0 I<fI XV _ If\ mo f _ MIN, xxx ° �W PIPE BED----" )�1 STRAP FOOTING ANCHOR NOTES: 1. CMP OR LCPE PIPE END —SECTION SHOWN; FOR CONCRETE PIPE BEVELED END SECTION, SEE KCRS DRAWING No. 2-001. 2. ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER). PIPE COUPLING n n END, GATE OR CORNER POST LINE POST TWISTED do BARBED SELVAGE BRACE POST PULL POST CHAIN LINK TENSION WIRE FABRIC BAND BRACE RAIL FABRIC o BRACE RAIL X I 3 1/2- BRACE RAIL STRETCHER BAR 1 1/4' 1 5 8' NOTES: TEN510N WIRE ALL CONCRETE POST BASES SHALL BE CLASS 3000, 10' MINIMUM DIAMETER. a M FABRIC LOOPS xE-t x 3/4 ALL POSTS SHALL BE SPACED AT 10' MAXIMUM INTERVALS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. L=�FABRIC TOP OR BOTTOM TENSION WIRES SHALL BE PLACED WITHIN THE Y RAIL FENCE LINE LIMITS OF THE FIRST FULL FABRIC WEAVE CHAIN LINK FENCE TYPE 3 LOOPS DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT HARDWARE LINE POST E DESIGN OR POST SELECTION FOR ANY PARTICULAR FENCE TYPE. NOTES. 1. ALL CONCRETE POST BASES SHALL BE CLASS 3000, 10- MINIMUM DIAMETER. 2. ALL POSTS SHALL BE SPACED AT 10' MAXIMUM INTERVALS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 3. TOP OR BOTTOM TENSION WIRES SHALL BE PLACED WITHIN THE LIMITS OF THE FIRST FULL FABRIC WEAVE 4. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT HARDWARE DESIGN OR POST SELECTION FOR ANY PARTICULAR FENCE TYPE END, CORNER dc B AC PULL POST ROLL FORMED SECTIONS MEMBER BRACE RAIL & TOP RAIL LINE & BRACE POST END, CORNER & PULL POST GATE POST ALL TYPE POSTS ROUND H—COLUMN ROLL FORMED ROUND H—COLUMN ROLL FORMED ROUND ROLL FORMED ROUND I.D. Weight Weight Weight I.D. Weight Weight Weight I.D. Weight Weight I.D. Weight Pipe Per Foot Size Per Foot Size Per Foot Pipe Per Foot Size Per Foot Size Per Foot Pipe Per Foot Size Per Foot Pipe Per Foot Length (Inches) (Pounds) (Inches) (Pounds) (Inches) (Pounds) (Inches) (Pounds) (Inches) (Pounds) (Inches) (Pounds) (Inches) (Pounds) (Inches) (Pounds) (Inches) (Pounds) 3 1,4 2.27 1.4 x 1* 1.35 1 1 * x 1,4 1.35 1 k 2.72 1 A 2.72 1 �g x 1t 1.85 2 3.65 3.� x 3,� 5.14 3'� 9.1 8'-8" BARS W/ ENDS WELDED TO BAR —FRAME 1' MIN. I-"*- 3 Q1 2 x5 ANCHOR STRIPS WELDED TO 3/4a 3" — 5" FOR 18" DIA. DIA. BAR FRAME 4 PLACES SPACED 5" — 8" FOR 24' DIA. UNIFORMLY. FASTEN W/ J" GALV. OR 7" — 9" FOR 30" DIA. & GREATER NON —CORROSIVE BOLTS & NUTS. DEBRIS BARRIER DETAIL N.T.S. KING COUN D.D.E.S. . � 912- RevienErfcgineer Completion Date Seni r En ' r Co plet on Date c� O� MES . S NDER�, P.E. Ap rov I Date DEVECOPMENT ENGINEER Comments: CHAIN LINK FENCE N.T.S. MAY BE REMOVED 4" O.C. MAX. BAR SPA F3/4- DIA. BAR FRAME — BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH ENDS TO BE WELDED TO 0.75" DIA. F DISHED CAST IRON GRATE e 18" • 8a d 0.25" x 2" x 5" to STRIPSo •• e n• 24" • •s •s d �.•s• 6" CONCRETE BOTTOM TO BE POURED IN PLACE THIS UNIT CONSISTS OF A PIECE OF 18"x42" CONCRETE PIPE WITH CUT—OUT TO ACCOMMODATE ADS PIPE. YARD DRAIN N.T.S. 'It/c/ tuo I UI —It/U I' MPrn Tart\n1-470 I TAFRTY\dwn\nI47f1FNr.dwn 5/I1/P004 AM GENERAL NOTES 1. ALL CONSTRUCTION SI-IALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC),KING COUNTY LOAD STANDARDS (KCRS), AND THE KING COUNTY COUNCILS CONDITIONS OF {PRELIMINARY SUBDIVISION APPROVAL IT SHALL BE THE SOLE RESPONSIBILITY OF TILE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN 'IIIESE 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 KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DDES 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 DDES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONTRUCTION 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 7 A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFFSITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 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 DDES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY DDES. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 61 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.3). 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DDES 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 TQ 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 FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. STRUCTURAL NOTES 1) THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS,. AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY DDES PRIOR TO CONSTRUCTION (KCC 16.04, 16.70, 14,20). 2) ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN COUNTY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH KCRS DRAWING NUMBERS 5-004, 5-005, 5-006, AND 5-007. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. 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 SHAD_ BE LAID ON A PROPERLY PRE- PARED 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 UNYIELDING BASE. 3. STEEL 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- WAY 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 RE- QUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT, AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40-707. PASSING; 2"-4" ROCK/30-40% PASSING; AND 2" MINUS ROCK/10-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(B) DRAWING NO. 2-024. 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE 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 11S RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO UTILITIES (e.g., POWER, GAS, TELEPHONE, TELEVISION). F) ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAIN- TAINED BY THE LOT HOME OWNER. A PORTION OF NE 1/47 SE 1/4 AND SW 1/4, NE 1/4, SEC.14, T-23N7 R-5E7 �p��,P�� W.M. KING COUNTY, WASHINGTON 5 G _ RADIUS POINT OF SIDEWALK RAMP NOTE: �- AND CURB RETURN Q 4 a + 4 ti a 000000 c "4 + ° - - ° •; a A a ..n .♦ O ,,,�O OO00 O0, O0O�0 O p0p o0000ff0 0 oboog000o 1o0o0oo -0000 a0 0000p 0 0 oQQflD- & .00Q 0000 o0 0 04 6'-0^ MIN. 4• 4" CEMENT CONCRETE MATCH EXISTING OR SIDEWALK AND RAMP PROPOSED SURFACE 121 GRAVEL SHOULDER SECTION A -A �-s5 J 5� 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 3.06 AND 4.01, PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OF 0.02 FT./FT. ® SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS. 5. RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE CURB RAMP DETAIL THIS SHEET) CEMENT CONCRETE TRANSITION TO GRAVEL SHOULDER N.T.S. 5' - 0' VARIES R.O.W. LINE \--CEMENT CONCRETE DRIVEWAY 5" THICK SECTION A - A NOTES: 1. COMMERCIAL / INDUSTRIAL DRIVEWAYS WIDER THAN 35' MAY BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCIAL/ INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID -WIDTH. SEE SEC. 3.04. 2. SEE SECTION 3.01 KCRS. 3. SEE SECTION 4.01 FOR SURFACING REQUIREMENTS. RIGHT -OF- WAY LINE / VARIES--� � JP� SIDEWALK '�\\%,�\\//\��/ / / / •♦-�•- y}�- PLANTING STRIP, IF ANY ��' 'Q�111�``NTl ♦ . - 2s-�.arrpINS, \� ROLLED CURB & G UTTER TRACT & DRIVEWAY ENTRANCES N.T.S. 6" EXPANSION JOINT 5" is * 0.02 FT:/Fr .- o.osFT. . z - 0 co -I CEMENT CONCRETE SIDEWALK 1'-6^ *NOTE: TOP OF LIP AT DRIVEWAYS. CEMENT CONCRETE CURB & GUTTER ASPHALT CONCRETE CLASS B (3- FINAL JOINT MIN.) REPLACEMENT PATCH TO BE 1- MUST BE SAW THICKER THAN PREVIOUSLY EXISTED. CUT ENST. ASPHALT CONCRETE-i 1 1/2" 77777 0 0 0000 0 o NOTES: 6 1/2' MIN. COMPACTED CRUSHED o 0 o 00 0 ° 1. ALL TRENCHES IN ROADWAY AREAS SURFACING TOP COURSE 0 0 0 0 0 SHALL BE BACKFlLLED EACH DAY. 0 0 0 0 8 0 0 0 0 UNLESS PERMISSION IS GRANTED TO DO 0 COMPACTED CRUSHED o 0 0 0 TRAFFIC 0 0 OTHERWISE BY THE COUNTY ENGINEER AND ROCK BACKFILL 0 0 00 0 °0 O ENGINEER. 00 0 0 2 ALL JOINTS BETWEEN THE NEW do EXIST. ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT VARIES EMULSION. 3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN TWO (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA. PAVEMENT PATCHING DETAIL N.T.S. 2.0' MIN. FOR TRUNCATED DOS SECTION PVMT TEXTURE, 1. RAMPS SHALL BE CONTRASTING COLORS OF LIGHT TO DARK OR DARK TO LIGHT AND COLORING MUST BE AN INTEGRATED PART OF THE RAMP. 2. CONSTRUCT RAMPS IN ACOORDANCE WITH FIG 3-007. 3. LANDING SHALL BE MINIMUM 4 x 4'. L-1 NOTES: 10. RAMP AND APPROACHES SHALL HAVE MINIMUM 32 IN. CLEARANCE FROM OBSTACLES INCL. HYDRANTS, POLES, AND CROSSWALK MARKINGS INLETS. OR CROSSWALK LOCATION 20 RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN, (SEE DETAIL BELOW.) 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE CURB RAMP WITHIN RADIUS COUNTY ROAD ENGINEER. 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING N.T.S. SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREET WHEN z RAMPS ARE CONSTRUCTED ON ONE SIDE OF STEEET. SEE FIG. 3-006. 3z 0 u_ CEMENT CONCRETE 5. LANDING SHALL BE MINIMUM 4 x 4'. REFER TO FIG. 3-008 0" 2" 3 1 /2^ SIDEWALK 6. RAMPS SHALL BE CONTRASTING COLORS OF LIGHT TO DARK \,A - 0.02 FT./FT. OR DARK TO LIGHT AND COLORING MUST BE AN INTEGRATED ---- ---- •4 e SLOPE 0.02 FT./FT. ° 4' a•• ° ♦° CV 4 a \ 'an ♦ 4 ° . .° 61 ♦ 4,5' . 2'-O" CEMENT CONCRETE ROLLED CURB & GUTTER N.T.S. OPTIONAL FOR INTEGRAL POUR PART OF THE RAMP. W > w w 0 z 0 U W a` r.� .�J FLUSH FLUSH 3' MIN. 10' - 6' 4' MIN. 1.5' 12:1 GRADE BREAK &" EXPANSION JOINT 4" THICK CEMENT CONCRETE SIDEWALK SECTION VERTICAL CURB 10' 1• 6' ►I 4' MIN. 112:1 l GRADE BREAK & EXPANSION JOINT 4" THICK CEMENT CONCRETE SIDEWALK SECTION ROLLED CURB SQUARE PATTERN SQUARE PATTERN TRIANGULAR PATTERN 4' DIAGONAL ALIGNMENT PARALLEL ALIGNMENT TRANSITION SECTION PLAN TRUNCATED DOMES BACK OF CURB cO CURB RAMP (VERTICAL CURB) N. T.S. ROLLED CURB FLOW LINE VERTICAL CURB FRONT OF CURB ROLLED TO VERTICAL CURB TRANSITION N.T.S. KING��Y D.D.E.S. Review Erfaineer � d 0.3' 0.1' - - 0.05' 2" CLASS B ASPHALT CONCRETE 1 1/2" CRUSHED SURFACING TOP COURSE 2 1/2^ CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 & 4.03 JOINT USE DRIVEWAY TYPICAL SECTION TRACTS "E & F" & ASPHALT PORTION OF POND ACCESS ROAD LIBERTY GROVE CONTIGUOUS (SLOPE DIRECTION VARIES, SEE PLAN) N.T.S. VAMES H. •SANDERS, P.E. DEVELOPMENT ENGINEER Comments: 5�25�oS Comp etiion Date Completion Date 641r_ A`IJIprolval Date BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH 32" FRONT 30" REAR 0 0 0 O a Q 0 a o 0 O 0 0 0 0 0 0 0 0 \17.5"/ `n BOTTOM r<i FRONT SECTION •' CLUSTER BOX NOTES: ••..:.•... •.-• • :: '� UNIT DETAIL 1. MAILBOX CLUSTERS ARE DESIGNED TO SERVE 8, 12, OR 16 18" UNITS. 2. CONTACT POSTMASTER PRIOR SIDE SECTION TO INSTALLATION. MAILBOX MO UNTING CURB TYPE LOCATION N.T.S. W > o- w 0 z 0 U w o: 0 2'-6' 2.35' cV 0 0. 9" -►� I �- ,- TRUNCATED DOME SECTIONS •_0" SIDEWALK U'), VERTICAL CURB MAILBOX CLUSTER - ►� PLAN VIEW r D A PORTION OF NE 1/47 SE 1/4 AND SW 1/4, NE 1/4, SEC. 14, T-23N, R-5E, W.M. KING COUNTY, WASHINGTON I (2 �60) 0 197.5LF12"C 2 28% I I 1 I Il --- ---_ i --- III Fj I I I.E.=495.69 I i I _ E.=496.18(4" CPEP) SFR F_ F_ I II.E.496.24(4" bPEP) I SFR R �, II I I I I I I I I SFR I L — — - I I L — — — — 57.d LF 12" Ek CONC I— I------- I I ---- I I IL — — —— 1 1@4.07% I.E.=495.21 U) I—� I SFR I (0::2:7:8) F. ...II I.E.=492.33 I In, 2-2.3 LF 12 EX. CONC @ 2.42% ,..•,,(.•. i I I.E.=4 1.79 i.:..::.:..:.:. _ I I REGRADE DITCH FROM EXISTING ►:':' .. . J 112" CONC. CULVERT TO NEW 15" i'.......' CULVERT (2:1 MAX. SLOPE) I..'.' ..... 3 F R 0270 I• - ... I.E.=488.74 .. . "' 104.5 LF 12„ CONC 2.16% :':':'.'.. .' I I.E.=491.00 1? \ 0127 I 0120 I I I 0126 _13- 4.26 END I I I I O IMPROVEMENTS �- — — — — J L _ _ RELOCATE MAILBOX N SW33124 W590M,96— — — t`I BEHIND WALK �.5'_CHA N LI K F-ENCE� a — _ 5' CHAIN LINK FENCE / GRAVEL TO. BE REMOVED ........_ _ _ _ DRAINFIELD -/ i:• \ EASEMENT Rec. 494 !" - No u5II594089_ 49 777177�/-7- --/ CONTRACTOR TO CONT T P.S.E. FOR GARAGE ' ' :/ I --------- P©LE POLE---- 00 BE REMor. 775LFf SILT FENCE, /YARD �� TAIL SHT. 18 OF 19) LIGHT' r� BE ;�Ovm ri TE / / TEMPORARY ROCK / CONSTRUCTION ENTRANCE INfS-TALL CATCH / / (SEE DETAIL S T 18 OF 19) �o BASIN` P.RO-TE (TYP.) 0 ___- \ 8"�0I4�RETE RE Q LL 1 1 TEMPORARY INTERCEPTOR SWAE W/ ,HECK, ,WAMS'O MIN. 100 O.C. EE DETAIL SH. T 18 OF 19) \ a; I CONTRACTO 6NTA T �' m -� 0- ST® WATER DISTRICT LO FC, I REMOVAL & RELOCAII G EX. FIRE HYD Ah T I I RESRICTIONS FOR SENSITIVE AREA TRACTS & SENSITIVE AREA BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. TO BE� TO�gEIR�IOVED 1•''•`:,,REMOVED co EMERGENCY OVERFLOWS ILLWAY r TO BE REMOVE[ (SEE DT_._ SHT-- OF 19) 2 STORY- ' 775 Fib SILT FENCE, -486 ' (S D AIL SHT. 18 OF 19), RELOC FIRE D EL" , 07 4 ( .) HYDRANT GUARD • T.:9 L 12 I FARING LIMI _ _ cinlrwei V I &" -- — - - -- —484 - ,-- —� g ELO HONE—CABI -- — D ATE W QWEST -APPROX. LOCATIO EX. 12" WATERMAIN � INST LL�ATCFI I BASIN PlOTECTION. (TYP.) I NOTES: 95 RELOCATE STREET LIGHT, -- -- _— COORDINATE WITH P.S.E. I 482.21 CONTRACTOR TO CONTACT UTILITY Q LOCATOR AND VERIFY GAS & OTHER 55.2 LF EX.CMP UTILITY LOCATIONS AND RESOLVE ®"3 41% CONFLICTS IF ANY, WITH APPROPRIATE UTILITY CO. PRIOR TO INSTALLING PIPE, I.E.=480.43 (TYP. ALL UTILITIES) 216.7LF EX. 12" CPEP 1. THE DEVELOPER MUST OBTAIN FINAL APPROVAL FROM THE KING COUNTY HEALTH DEPARTMENT FOR ABANDOMENT OF EXISTING SEPTIC SYSTEMS ON —SITE SERVING ON AND OFF —SITE HOMES. - 2. SEDIMENT POND WITHIN LIBERTY GROVE MAY BE REMOVED ONLY AFTER SEDIMENT POND IN LIBERTY GROVE CONTIGUOUS & CONVEYANCE FACILITIES TO POND HAVE BEEN CONSTRUCTED. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH KING COUNTY D.D.E.S. Review noineer r II / -I -/,-- i ,t -, . J MES ANDEf�S, P.E. DEENT ENGINEER Comments: I I F- - I t t I I I I SF_R 1 2 I — 10020 I I I I I I I.E.=493.64 \ I 15 14 1 I.... .. .. I.... .. .'.'.� I EX. CB j I �.... , : , RIM=496.02 0150 I 0140 ' ' ' • ' p I.E.=491.62-S I.E.=491.72-N 0010 f I ........ .•, I.E.=491.72-E • .. • • • 8.5 LF 12" EX. CPEP I ..I........ .::'I @ 24.24% I ...I� I.E.=493.44 i 43.8 LF 12" EX. CPEP ..... © 0.71% 8.7 LF 12" EX. CPEP I.'.'.'.'.. @ 10.00% I.E. = 491.89 x I . RIM=494.01 I I iv I.E.=491/31-N w I.E.=49/i.36-E APPROX. LOCATION , 3 EX. 8" �IATERMAIN 0180 SFR �> I 4 I / ( 0190 ,........ " 1 m I. a ,..... 5 ' • • •�' Imo' _ I 0200 .. ., N 50LF± TE PORARY 12" SD I CULVERT UNDER z CONSTRUCTI N ENTRANCE I NOTE' i IEX. CB SEE STORM DRAINAGE PLANS TRIM=488.55 I- - - — -- - -FOR EXISTING STORM PIPES & ® II.E.=485.65-N S F R I , DRAINAGE FACILI (TIIES-TO BE — REMOVED OR REKACED TEMPORARY SEDIM NT P� D I---------j - I RISER —TEMPORARYo170 cq i (SEE SEMMENT PIOND-CF ,0SS I �.'... :. _ a SEC,T10N ��lT�Y8 OF 19 ) I TE`�PORARY 12" 'bMP PIPE I' RR 016� I r----J I....... I \� �EX.'CB I /I RIM=,484. 28 `$ I,Er481.33-N&S '.'.•''•' 1�15 I R I:. 1 STA:13+06.89 S.E1136TH ST. 0300 I N =STA: 10+00 160 H AVE. S.E.- I.E.=482.46 � f I A8 22.C 4 LF 12" EX. CONC O 0.00% 182 1 F 12ONC 14 I.E.=482.46 0290 I.Er= 6 _ @ 1.2 % Qiz�-484 L�___-=� _---- _� ------------ - - AS- GAS-` a ' GAS f:-------� --- - GAS ... 37:4' .LF 12" EX: CPE�'SPHA�T -'� "'_ �^'^~= - _ - _GAS =__\ _---- GAS - IVE ----- ASPH $ __-i DR EI ASPHAL 1 `— i I �• :.! �4g2 I f DRIVE LT ' EX. CB F L —� :•:,:.:•; /�� EIM=4t�0.70-S ' \ I..... I : y I.E.=4TO.80-N I S in R �I , I SFR I i I .�;12';� /0S- Com letion Date �GAK Co pie ion Date ce/c Appl ovhl Date 0 10 20 40 SCALE 1 " = 40' LEGEND: N EXISTING WATER VALVE m EXISTING WATER METER p EXISTING FIRE HYDRANT EXISTING UTILITY POLE o EXISTING MAIL BOX d EXISTING SIGN —� END OF CULVERT ® EXISTING CATCH BASIN ° EXISTING BOLLARD EXISTING UTILITY POLE ANCHOR EXISTING STREET LIGHT ° EXISTING CHAIN LINK FENCE o EXISTING WOOD FENCE • X EXISTING BARB WIRE FENCE ----------- EXISTING BUILDING LINE (LOCATION APPROXIMATE) EXISTING PAVEMENT SFR EXISTING SINGLE FAMILY RESIDENTIAL REV. NO. DATE I DESCRIPTION APPROVED DALEY-MORROW-POBLETE, INC. CUe4T LAKERIDGE DEVELOPMENT, INC. 726 AUBURN WAY NORTH P.O. BOX 146, RENTON, WA., 98057 AUBURN, WASHINGTON 98002 PHONE No. 425 228-975 PHONE: (253)333-2200 (FAX)333-2206 0 Z PROJECT PLAT OF 1325� LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS oO / S E �`� a D ENGINEERING - SURVEYING LIBERTY GROVE GRADING AND T,ES.C. PLAN NA LAND PLANNING incorporated DRAWN BY SCALE 1»_40. DRAWING01470ENG SHEET 16 EXPIRES 9 JAN 2006 H.D.O. 3-TAMP NOT VAUD UNLESS SIGNED & DATED APPROVEQ , I n DATE 4 /27 /05 `M' 01-470 OF It\Pro sects\01-470 LIBERTY\dwq\01470ENG.dwq 5/4/2005 106862 AM PST A101=111y"09 IVA M4 9 01 A PORTION OF NE 1/47 SE 1/4, Sec. 147 Twp. 23 N., Rge. 5 E., W.M. Being a replat of a portion of Tracts 1 and 2, Block 3, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington LEGAL DESCRIPTION KING COUNTY FINANCE DIVISION CERTIFICATE TRACT 1, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON; ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET; CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF THE EASTERLY 70 FEET OF THE WEST 270 FEET AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL. AS PER KING COUNTY ENGINEER SUBDIVISION NUMBER 6846, RECORDED UNDER RECORDING NUMBER 9410250673; TOGETHER WITH LOT "A", KING COUNTY BOUNDARY LINE ADJUSTMENT No. L06L0087, RECORDED UNDER RECORDING NUMBER 20061102900002. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE 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 PLAT FOR ALL PUBLIC w` PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS 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 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 MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY 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 SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS 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 A-CCORDANQE WITH THE DESIRES OF SAID OWNERS. Il� IT S WHERE )WEESET UR HANDS AND SEALS: - - ---------------- -- - ------------ LAKERIDG D EL PMENT, c. U.S. BANK N.A. A WASHINGTO C PORATI N BY: � g % D, S �,� �{Z,51 JZ a BY: WM. WAYNE NES, JR., PRESIDENT ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _WM._WAYNE JONES-JR.L_--- SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ___PRESIDENT __OF _ LAKERIDGE DEVELOPMENT Inc.__ TO BE THE --FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED__�1_a� -- - D� �� ----- 1 ---------- ®�xw ANC, ..,,,......, tip. ,ON U A TI TLE ST 1C STAI_ MY APPOINTMENT � 0) P UBL °�Cj �. EXPIRES 1 7' 9T ---------- - ------------- 0P'W STATE OF WASHINGTON COUNTY OF KING d I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT�L-��_. SIGNED THIS INSTRUMENT, ON OATIJ. STATED THAT _HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE YIU-�MJ.56, --OF ---- U.S. BANK N.A------------- TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES ND PURPOSES MENTIONED IN THE INSTRUMENT. DATED-14�51-07 ------------ - -- -- - - ------------------------- ( IGNA URE) ---------------------- TITLE MY MY APPO TMENT EXPIRES -3 7ke------------------- APPROVALS DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES ,- AAN D APPROVED THIS _ Kam_ DAY OF ,Z )Ck dow----------------- 20----------------� E T ENGINIVER 101.4 20-- R�XAMINED AND APPROVED THIS -� - DAY OF --------- - D ION DIRECTOR, LAND US SERVICES DIVISION KING COUNTY COUNCIL EXAMINED AND APPROVED THIS - - - - - - - DAY OF - - - - - - - - - - - - - - - - - - - - - - - - - - , 20_-__. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTEST: --------------------------- CHAIRPERSON, KING COUNTY COUNCIL CLERK OF THE COUNCIL KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS - - - - - - - DAY OF __________________________ , 20____. ---------------------------------- ----------------------- KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR PARCEL NUMBERS: 145750-0085, -0090 THIS _------ DAY OF MANAGER, KING COUNTY FINANCE DIVISION DEPUTY ►fin*W1q� 20___-. 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006 AND SUPPLEMENTAL REPORTS #1 AND #2 THEREOF, DATED DECEMBER 14, 2006 AND JANUARY 18, 2007, WERE RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS SUBDIVISION, WHICH ACCORDING TO SAID PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. A. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY ENGINEER SUBDIVISION APPLICATION No. 6846, REC. No. 9410250673. B. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. C. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. D. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY BOUNDARY LINE ADJUSTMENT No. L06L0087, REC. No. 20061102900002. E. DECLARATION OF COVENANTS AND ANNEXATION AGREEMENT, REC. No. 20061204000527. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT CORNERS IS BY RADIAL SURVEY PROCEDURE WITH INDEPENDENT MEASUREMENTS. 4. REAR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR AND YELLOW PLASTIC CAPS MARKED "DMP INC. PLS 22962", UNLESS OTHERWISE SHOWN HEREON. THE STREETWARD PROLONGATION OF THE LOT AND TRACT BOUNDARY LINES ABUTTING STREETS HAVE BEEN REFERENCED WITH A TACK AND BRASS WASHER IN LEAD MARKED "DMP INC #22962" IN THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. 5. THE HOMEOWNERS ASSOCIATION AS CITED HEREIN IS THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. THE ARTICLES OF INCORPORATION ARE ON FILE WITH THE SECRETARY OF STATE OF THE STATE OF WASHINGTON. 6. TRACT "A" IS A PRIVATE TRACT FOR RECREATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND IS HEREBY DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT "A". ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, TRACT "A" IS` DESIGNATED 'AS "COMMON PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING RESPONSIBLE -• FQR AN EQUAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVIDED SHARE -SHALL BE REFLECTED ON THE TAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR ALL OTHER FEE ASSESSMENTS APPURTENANT TO TRACT "A". SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT A", OR PROVIDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ALL APPURTENANT FEES. 7. TRACT "B", A STORM DRAINAGE TRACT, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. 8. TRACT "C", A SENSITIVE AREA TRACT, IS HEREBY DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF THE USES OF SAID TRACT ALONG WITH NECCESSARY MAINTANENCE. ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, TRACT "C" IS DESIGNATED AS "COMMON PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING RESPONSIBLE FOR AN EQUAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVIDED SHARE SHALL BE REFLECTED ON THE TAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR ALL OTHER FEE ASSESSMENTS APPURTENANT TO TRACT "C". SHOULD THE ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "C", OR PROVIDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ALL APPURTENANT FEES. A FIFTEEN FOOT ACCESS EASEMENT OVER AND ACROSS THE WEST FIFTEEN FEET OF LOT 31 IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION FOR THE MAINTANENCE AND MONOTORING OF TRACT "C". ALSO SEE RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS NOTE ON SHEET 2 OF 3. 9. TRACT "D" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 22 AND 23. OWNERSHIP OF LOTS 22 AND 23 OF THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "D" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. 10. TRACT "E" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 18 AND 19. OWNERSHIP OF LOTS 18 AND 19 OF THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "E" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. 11. THE KING COUNTY DRAINAGE EASEMENTS SHOWN AS �',-� ON SHEET 3 OF 3 ARE HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. SAID EASEMENT IS COINCIDENT WITH THE PRIVATE DRAINAGE EASEMENT ON LOTS 28 THROUGH 30 AND WITHIN THE PRIVATE ACCESS EASEMENT ON THE WEST FIFTEEN FEET OF LOT 31 12. THE PRIVATE SEWER EASEMENT DEPICTED ON LOTS 2, 3 AND 4, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNERS OF ADJOINING TAX PARCELS 145750-0086, 145750-0087 AND 145750-0088, AS SHOWN HEREON, ALSO KNOWN AS LOTS "A", "B" AND "C" OF THAT CERTAIN DRAINFIELD EASEMENT RECORDED UNDER RECORDING No. 9501201073, THEIR SUCCESSORS AND ASSIGNS. 13. THE TEN FOOT SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS. 14. THE TEN FOOT PRIVATE SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNERS OF LOT 18, THEIR SUCCESSORS AND ASSIGNS. 15. THE FIFTEEN FOOT WATER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY WATER DISTRICT No. 90, ITS SUCCESSORS AND ASSIGNS. 16. THE PLANTER ISLANDS (IF ANY) WITHIN THE CUL-DE-SACS SHALL BE MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION. 17. THE ROAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN No. P-4087 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 DDES. 18. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNERS. 19: THE STREET TREES WITHIN THIS SUBDIVISION SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS UNLESS KING COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. 20. THE POWER EASEMENT DEPICTED ON LOT 9, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO PUGET SOUND ENERGY, ITS SUCCESSORS AND ASSIGNS. LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF LIBERTY GROVE CONTIGUOUS IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON, THAT THE MONUMENTS HAVE BEEN SET AND THE LOT AND BLOCK CORNERS HAVE BEEN STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. PAUL E. M RROW P.L.S., CERTIFICATE No. 22962 DALEY-MO ROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON, 98002 W253 333-2200 { FAX 333-2206 SEE SHEETS 2 AND 3 OF 3 FOR ADDITIONAL NOTES RECORDING CERTIFICATE RECORDING No - ---------------------------------------- FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS —_--_------- DAY OF — — — — — — — — — — — — — — — — — — — — , 2007, AT — — — — — MINUTES PAST---------.M. AND RECORDED IN VOLUME — — — — — — — — OF PLATS, PAGES _--_--------, RECORDS OF KING COUNTY, WASHINGTON. DIVISION — OF RECORDS AND ELECTIONS ------------------------- ---------------------------------- ----SUPERINTENDENT----------OF ----RECORDS -------------- MANAGER D.D.E.S. FILE No. L03P0005 SHEET 1 OF 3 L-UA-oB -ta 1 �11111[ ;N1w, mml�� 1614 . . i q1i''I'llil 1� q A PORTION OF I NE 1/4, SE 1/4, Sec. 14, Twp. 23 N., Rge. 5 E., W.M. Being a replat of a portion of Tracts 1 and 2, Block 3, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 GRAPHIC SCALE 200 0 100 200 400 ( IN FEET ) 1 inch = 200 ft. K.0 S C. PT. N0. 3744 MERIDIAN n "BROKEN" 3" BRASS DISK 14(T CONC. A SURFACE WASHINGTON STATE PLANE NORTH ZONE N=180E82MAY 789 06) HPGN 83/91, PER K.C.S.C. �� E=1319243.764 BASIS OF BEARINGS: 'o THE NORTH/SOUTH CENTER LINE OF N SECTION SEC. 14, T-23N, R-5E, W.M. W PUNCH IN 1-1/2" BEARING N00'29'00"E U) - 00 rBRASS DISK o m IN CASE z 'I 0) (VISITED MAY '06) Q cO' o PIN IN LEAD W 4 0IN Z 1" IRON PIPE IN CASE (VISITED MAY '06) N87'55'20"yy SE 136TH ST. o ,�-_ _ 0 _ _ N87'58'50"W 653.13' Q.. U' 1306.89' 593.12' C 592.69' P -- m � I 100.04' I ' N87°58 5o W L3 o N I I 200.08' TRACT 'A' L2 o 0) I 1 2 3 Z�I i 4 5 6 7 8 70 NW25'21'E 520.88' I I W0I 0 07 06. Ld �CDI N aNl N �OI zi 33 32 130129128 27 i 36 31 26 25 , 'D'/ B TRACT '' 24 'E') King County, Washington HOUSE ADDRESSES THE HOUSE ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE OF 13600 TO 13799 AND WITHIN THE RANGE OF 16000 TO 16099 FOR THE EAST WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. N8'758'50'W 323.02' _-(0 TACK IN CONC., IN CASE 7 (VISITED MAY 06) 9 ' 10 11 i W 12 13 I R N 14 ! z I 15 16 I 17 N8748'19'W 255.56' N8738'20'W 155.09' N8705'39'W 182.93' Q N I 3f--L W. I U , <C J(DW d G) Ian N > \W j \ W < (O m z n ", N Y J IZ� Q LO 0 LINE TABLE LINE DIRECTION LENGTH L1 NW25'21'E 129.05' L2 N8758'50'W 70.03' L3 NW25'21'E 29.01' LEGEND (P) CEEDARSPAARK FIVE ACRE TRACTS, VOL. (M) MEASURED (C) CALCULATED I � I BRASS PIN IN CONC., IN 2" IRON PIPE, IN CASE "X" IN BRASS DISK (VISITED MAY '06) I IN CONC., IN CASE 14 1309 11' (VISITED MAY '06) 1i�---- - o ------ - 654.26'----------L - 654_26'1413 N88'37 40"W N88'37'40"W 1308.52'(M) 1338.40'(P) 23 24 K.C.S.C. PT. NO. 3764 SE 144TH ST. PUNCH IN 1/4" BRASS ROD IN CONC., IN CASE (VISITED MAY '06) N=175534.554 E=1319199.109 MITIGATION PAYMENT SYSTEM ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. SCHOOL IMPACT FEES SCHOOL FEES FOR LOTS 2 THROUGH 35: FIFTY PERCENT OF THE SCHOOL IMPACT FEES WERE PAID AT THE TIME OF FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY CODE 21 A.43.050. THE BALANCE OF THE ASSESSED FEE, $3,068.00 PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. SCHOOL FEES FOR LOTS 1 AND 36: TWO RESIDENTIAL UNITS WERE EXISTING PRIOR TO THE DEVELOPMENT OF THIS SUBDIVISION. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR LOTS 1 AND 36 OCCURS ON OR PRIOR TO 6/15/08, (THREE YEARS AFTER ENGINEERING PLAN APPROVAL), THEN SAID LOTS SHALL BE EXEMPT FROM THE PAYMENT OF THE SCHOOL IMPACT FEE. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR SAID LOTS OCCURS AFTER 6/15/08, THEN THE FULL ASSESSED FEE, $6,136.00 PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATIVE FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. SEE K.C. CODE 21A.43.070.A2. ROOF DOWNSPOUTS: ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS No. P-4087 ON FILE WITH D.D.E.S. AND/OR THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE. TRACT NOTE: TRACTS "A", "B", "C", "D" AND "E" ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330. A "TRACT" IS LAND RESERVED FOR SPECIFIED USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. EASEMENT RESERVATIONS: AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION, PUGET SOUND ENERGY COMPANY, WEST COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTON, KING COUNTY WATER DISTRICT #90 AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE;J0 THEIR ORIGINAL CONDITION BY THE ENTITY/UTILITY. NO LINES OR WIRES FOR SAID UTILITIES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS . THE SAME SHALL BE UNDERGROUND OR IN A CONDUIT ATTACHED TO A BUILDING. KING COUNTY DRAINAGE EASEMENT AND COVENANT ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY REAL ESTATE SERVICES, AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES SUCH AS- CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.,) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBLIC DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY KING COUNTY DDES OR ITS SUCCESSOR AGENCY. PRIVATE DRAINAGE EASEMENT COVENANT THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PRIVATE DRAINAGE EASEMENTS: 1. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 1, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 2, THEIR SUCCESSORS AND ASSIGNS. 2. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 4 AND 5, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 3, 5 AND 6, THEIR SUCCESSORS AND ASSIGNS. 3. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 8, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 7, THEIR SUCCESSORS AND ASSIGNS, 4. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 9, 10 AND 11, THEIR SUCCESSORS AND ASSIGNS. 5. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 13 AND 14, THEIR SUCCESSORS AND ASSIGNS. 6. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON TRACT "E", LOTS 17 AND 20, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 16 AND 17, THEIR SUCCESSORS AND ASSIGNS. 7. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 18 THROUGH 23, INCLUSIVE, AND TRACT "C", SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 18 THROUGH 23, INCLUSIVE, THEIR SUCCESSORS AND ASSIGNS. 8. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 24 AND 25, THEIR SUCCESSORS AND ASSIGNS. 9. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 28, 29, 30 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 27, 28, 29, 30 AND 32, THEIR SUCCESSORS AND ASSIGNS. 10. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 33 AND 34, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 34 AND 35, THEIR SUCCESSORS AND ASSIGNS. RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. SEE SHEETS 1 AND 3 OF 3 FOR ADDITIONAL NOTES REFERENCES TRANSFER OF DEVELOPMENT RIGHTS 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. THIS PLAT HAS PARTICIPATED IN KING COUNTY'S "TRANSFER OF DEVELOPMENT PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006, RIGHTS (TDR)" PROGRAM. THE DENSITY FOR THIS PLAT WAS ACHIEVED THROUGH AND SUPPLEMENTAL REPORTS #1 AND #2 THEREOF DATED THE INCLUSION OF 5 TRANSFER OF DENSITY CREDITS. DECEMBER 14, 2006, AND JANUARY 18, 2007. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. D.D.E.S. FILE No. L03P0005 PARKING RESTRICTION: NO PARKING IS ALLOWED AT ANY TIME ALONG ONE SIDE OF SE 137TH TERRACE AND 161 ST PL. SE, AS DESIGNATED BY KING COUNTY DEPARTMENT OF TRANSPORTATION. THE PURPOSE OF THIS RESTRICTION IS TO PROVIDE ADEQUATE ROAD WIDTH FOR THE ACCESS OF A>V eR GENCY V C1Y1CZ ES. SHEET 2 OF 3 U111VAT- 08 -12 DEDICATED TO THE PUBLIC USE SE 136TH 3T: FOR ROAD PURPOSES UPON THE TACK IN CONC., PIN IN LEAD - N87'58'50"W 653.13' RECORDING OF THIS PLAT IN CASE IN 1" IRON PIPE 503.07' _ - - IN CASE - - _ _ _ (VISITED MAY '06) (VISITED MAY '06) 150.66' - IN87°58'S0'W 323.02' 30' �0' 90.00' �� 0' 158.66'r/ 68.66„ 7R=25.00' 02' �� o o� G DO � 7.5, r r �88°22 �29 I " �. I PpG O Q G DO�0 L=38.56' I 9w +�, �5' 20' 20'88'22'29" o W I ^ PRIVATE SEWER EASEMENT /\P D�� 0 ro �+ I I j L=38.56 SEE NOTE 12 1 (6 r;r r�'t * * N89'36 21 W w 5' DRAINAGE EASEMENT N TRACT A cr o I i o REC. No. 9802241785 SHEET 1 OF 3 EO Z �r RECREATION SPACE n 0�- 100.00' w z 1- 04 / \ 5' SEE NOTE 6 • yj w N87°58'50'W 200,08' N25�21'E / --( SHEET 1 of 3 0 no 1 N _�_60.02'--- _2 55.02'c �,- 55.02'-� 30.01' 29.01' z /1 I /r 7.51 coo) 30' I / 3.00 / in cn I N57'14'05"W i5 1--------- N37°58'50'W +10.00 j r r = I ,ri w 29.60' i !`� 70.03' r ► N87'58'50"W 183.02' NI z N89'36'21"W 1 N C- 2 w; `� N 25.01' 45.02' 55.02' I w 100.00' 07 0 .4. N 5, 55.02 62.98' w I R=25.00+11 0 0 � 3 o N w 15' w I w o o� 00 1 I L=38.57' 0 `' LO (0 jN Lo 0� &- 0 I 0 jj QSB z cV� O O 0) z N W Iw N� I> 0 d1 } N �p _ , 0 N ¢ 0 to tf) N I h< 35. 71' II_ jj z I� h M rn N O `V O I N `I I N p`� I�� r » I ' 1 1 1 M N 4 0 0 I;n OI o o Q o N89°36 21 W Qo 1 �0 N 04 z LO 5 0 r- 6 v)I ��-' 7 z r37. $ rr (z 0 100.00' z " L�-15'51'38" z Iz IV) L=91'37'31" l d 0 0 I N87'58'50"W 143.62' NS9° L=27.68' 5' 51co , 0 z 1p 0 12 0 - _ _ _ R=25.00 w I 0=2'�3Q`fr?J, o = -=_-- -_--T�•-- I5 5 L=39.98' o cn uO R_8 2�' 1'�S' w a28. 7.80 55.02 'a --- ; - _ _ _ w w N L=5.96009 R 20 a29„ 55.02 55.02 Q`i N) N89'36'21"W 1 29.31' 27.60 N5 3p `'16�p� �E 137TH TERRACE 1 100.00' III o) �=91 °35'50» 0 ,3j�3'�- _�;___ _ - - _ _ 276.46_' _ N l -gel i R-=25.00' 00 " 2>> N87'S8'S0"W 306.89' - _ Oi 13 0 1 L=39.97' w °moo rrn " N �i 4 Ln � z -- 10 0 cv N o 0oco " 19.91' L61 53.02 53.02' 53.02' 33.74' Ito �i „to ww 15'Jr oo cLq �v �1J 00 N4'_: •d-rn M" / ~ 30 0� 1 N89°36 21 W �1 15� z co Q iv o0 O d •- N �t ui w a w b� z 1 p 1 100.00' w co I� Ii _ = d ! w w t0 a, la z w ( O h J ©II `` �d M n w r7 w w N" CV 0w z JN i �Q�ao� O N N N0Cn I oOh 00 Lll NI® _ _ O N t- O N �f �- - N O t() Qa N 55.00 � 55.00 w N �J 0 N o>�,o.- ,n 29 in o o aooNor�o 41 14 o zc, N89'34'39"W 110.00' N� o o . 'o Qawzw o o ;� 0 28 N 0 11 I( `� '� 0 (0 ozo tJ.t Na z 32 �;z `r'avwiv=i oz Z �J ,�I N89'36'21"W N 1 00� h 01 r'/'i �- - _ _ _ 5 BSBL_ , _ _ _ _ 27 � � 100.00' 0 _ I ac�Mo 00---_ oo z - '5 „ - �11`:. ,n'�ZZZZ� T�ZZZ o � I _ 36 a N87'S8 50 W �z '- » 53.02' S3.02qLZ;7 L5Z8i9' to 20 120 10'�10 0 1 53.02_ c0 m � ao ao ,,1 53.02 N j N87`5$ 50 W 90.20' N$7'S8' w¢ �F. Lo/ bi �o� 50 W 126.96 co o I ins uO LO zzw 10t `° O� cv/15Ivm FF--�4'69.7 h 13.45 �85'20'11" `� I `�1 » z �,� .h o/� g 1 N89 36 21 W w in 0/ 1 N63'19'17"E <v tiS 25 R=25.00 Nk it w - N89'34'39"W �h /A 1 21.50' ,�'`� �Sr,, L=37.24' � -' 1 o i 100.00 a o I Q 110.00 r 06 15 5.17 �ti �,`1' 98 ��,, t�' 2, 3 ( a � o i 16 0 w 1 <s �`0 q`�' 25 `�2' �l' ��'J a6 3 w 0� 10 SEWER EASEMENT 0 w I FF=471.0 /Dco' oo � �i SEE NOTE 13 LO 4W X C2-29'49'43" �� tia �;'� , I SHEET 1 OF 3 N43'03'42"E \ �d'' "� " • O O 9 1 N89'36'21 "W w 8pp 33.64' 10 N8 L=26.55 Oq ��, • o Ww a TRACT81911 N35-4' 16 W �� x z , „ � ,� � _ 1 ]5, 79, +n ��. � U � z 10------------- T- a. I STORM DRAINAGE N27'49 20 E 35.34 �/ , » (i �' z_w 1 10.42 1 w SEE NOTE 7 20.69' /' „ �24 L�=31 2419 0 a w p=28'10'36" I w Q=2O'�9 07 FF=470.6 � y � SHEET 1 of 3 �./ R=25.00' , L=27.95� �� R=71.00' 17 --+ �� _ 15' 21'34 48 TRACT'D'\ °�, h L=34.92' FF=470.3 i" o M� ?off/ LN 5°02 09"W L=9.42' „ g0 5g JOINT USE \��, l ^ hh �`:�� 2.5' Irn $ I p E DRIVEWAY �y/ -w� ' 1- o 39.01 \ .gyp hr SEE NOTE 9 \r,A , �` s3• �'�:` irn z `° O °' °'' o/ TRACT 'C' 60°50'�13" N69, 5 \'A SHEET 1 OF 3 / �8,. "�`< I z o SENSITIVE AREA R=25,00 815 -I? ` �� y ``ram a ¢ o N27'10'18"E r SEE NOTE 8 L=26.55' 5�1� N " ,ox�s ,i w N SHEET 1 OF 3 / p W N .(9 3 110 w 1 33.54 ev2S. �� d 0 0 `o" aW 000 z wzo II w cV d z CO p LLJz . a -Y 1 A--90'39'04" F�' > 1p� N : = 1.a, M w - � �W r'i m �'� Ina w R=25.00' N26'56'27E / G,�/?s. �� /� ih Lal . "� n `t rn o r` �= w j9 Q L=39.55 %• 16.01' FAA �� / g� r- - -- N II cn w r; rn N _j" o f II o FF=473.0 w .- w I 3 » N63°2846"W >, / 0) � r) 0' 22 N = �i � wcn 0) 10 X w o N N14°51 06 W 11.62' N11'01 01 W is. / 23 II II FF=470.7 0 0 0 �� cfl ,may a o a0 00 0 18.58 `. 21.41 { FF=470.3 < � ;N z FF=470.6 O 2® ;V o 3 z w `t i p "� , 100 YR.�--�. N 01 '50 47 E o z FF=471.1 O °' .w =" z 171.43' 84.13' EL� 461 3f OD IN i - r� ,.._ Z z o ,- v) cn N o �. _ _ _ _ _ _ _ 10'`'82.84' z �o __ _ _ ! ___ ____ i3 po _ _ _ 50.05 50.05'�-50.03'' FF=472.7 �n 1 _ _ _ _ _ _f_ 50.03' 55.03' z 30 8.50' N8i43'1WW N. LN., TRACT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 ,'� - - - - _ '_ _ _ _ _ _ -- 255.56 IV87'05 39 W N57°33 20 VV _ _ A R PARK FIVE ACRE TRACTS 182.93' 155.09, 30' CEDAR VOL. 15/91 _ 3 3 LOT "B" KCBLA L06L0087 2.30 REC. No. 20061102900002 GRAPHIC SCALE VERTICAL DATUM: 50 0 25 50 100 CITY OF RENTON NAVD 88 ( IN FEET) BENCHMARK; p=16'26'25" L=20.371 N6 TRACT 'E' / I 20 A 07°52'07" / \\L=9.75'�/ FF=XXX.X MINIMUM FINISH FLOOR ELEVATION SITE BENCHMARK: HEREON, UNLESS OTHERWISE APPROVED BY KING -- SEE FINISH FLOOR NOTE RIGHT TACK AND BRASS WASHER IN LEAD MARKED COUNTY DEPARTMENT OF DEVELOPMENT AND MAIL 'As "DMP INC #22962" IN THE CURB AT THE ENVIRONMENTAL SERVICES. SCAL- E: 1"=20' KING COUNTY DRAINAGE EASEMENT WESTERLY PROLONGATION OF THE LINE SEE SHEETS 1 AND 2 OF 3 FOR ADDITIONAL NOTES SEE NOTE 11 SHEET 1 OF 3 BETWEEN LOTS 15 AND 16 PRIVATE DRAINAGE EASEMENT, SEE ELEVATION = 473.56 PRIVATE DRAINAGE EASEMENT NOTES E . ko DALEY-MORROW-POBLETE, INC. SHEET 2 OF 3 PVL WASH 726 AUBURN WAY NORTH LOT AND DESCRIBED RINCNOTEE 4. SHEET 1 OF 3 SET AS `J� �k �/y�� PHONE: (25353335 212000(FAX) 33322206 CURVE TABLE CURVE DELTA RADIUS LENGTH C1 23`07'31" 51.00' 20.58' C2 80'59'27" 25.00' 35.34' 1 inch = 50 ft. CITY OF RENTON BENCH No. 2103 LEGEND BROKEN BRASS SURFACE DISK ON CONC. STREET SURFACE, FLUSH. FINISH FLOOR NOTE KING COUNTY STANDARD MONUMENT LOCATED AT THE CONSTRUCTED INTERSECTION ® OF SE 128TH ST. AND 156TH AVE. SE RESIDENCES CONSTRUCTED ON LOTS 17 THROUGH BSBL BUILDING SETBACK LINE ELEVATION = 547.94 25, INCLUSIVE, AND LOT 31, MUST CONFORM TO THE MINIMUN FINISH FLOOR ELEVATION DEPICTED LINE TABLE LINE [ERECTION _ LENGTH L1 N00'23'39"E 22.35' L2 N63'06'48"W 59.68' L3 N63'06'48"W 73.14' L4 N69'00'00"E 64.52' L5 N00'23'39"E 21.48' L6 N87'58'50"1A' 20.01' ,- ZS-off VOL/PG, LIBERTY GROVE CONTIGUOUS A PORTION OF NE 1/47 SE 1/47 Sec. 14 TWp. 23 N., Rge. 5 E., W.M. Being a replat of a portion of Tracts 1 and 2l' Block 3, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington LEGAL DESCRIPTION KING C6UN.1TY FINANCE-DMSION CERTIFICATE TRACT 1, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF I HEREBY CERTIFY THAT ALL"`PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL OF PLATS PAGE 91, IN KING COUNTY, WASHINGTON; ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET; CERTIFIED TO THIS"OFFICE" FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED .AND -EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF THE EASTERLY 70 FEET OF THE WEST 270 FEET AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL. AS aPER,_KING COUNTY ENGINEER SUBDIVISION NUMBER 6846, RECORDED UNDER RECORDING NUMBER 9410250673; THIS ------- DAY OF -------------------------- - 20____. 'TOGETHER; WITH LOT "A", KING COUNTY BOUNDARY LINE ADJUSTMENT No. L06L0087, RECORDED UNDER RECORDING h, NUMBER :2G061102900002. MANAGER, KING COUNTY FINANCE DIVISION DEDICATION =-_ KNOW_:ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY -_- -_ SUBDLVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, DEPUTY" 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 LQTS .SH,0WN 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 PLAT FOR ALL PUBLIC RURPO.SES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO, 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. FU;ftTHER, -THE UNDERSIGNED OWNERS OF THE LAND HEREBY 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 MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS -'RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. NOTES FURTHER'; THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE ASSIGNS TO `INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN 2. 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. CAUSED.,BY 'ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER 2• PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 6U3423, DATED MAY 16, FLOWS ,WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS 2006 AND SUPPLEMENTAL REPORTS #1 AND #2 THEREOF, DATED DECEMBER 14, 2006 AND JANUARY 18, 2007, WERE RELIED SUBDIVISION: PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS UPON FOR DISCLOSURE OF THE VESTING OF TITLE THE REAL PROPERTY COMPRISING THIS SUBDIVISION, WHICH ACCORDING TO SAID PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. -SUCCESSORS, OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN :PA,RT FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. A. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY ENGINEER SUBDIVISION APPLICATION No. 6846, REC. No. 9410250673. ,THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE B. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. CON NT,AND IN A CORDAN WITH THE DESIRES OF SAID OWNERS. 8003200605. C. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. I _ S WHERE WE SET UR HANDS AND SEALS: D. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED INKING COUNTY BOUNDARY LINE ADJUSTMENT No. L06L0087, REC. No. 20061102900002. E. DECLARATION OF COVENANTS AND ANNEXATION AGREEMENT, REC. No. 20061204000527. - --- ------------ -- - -------------------°- NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT LAKERIDG D EL PMENT, C. U.S. BANK N.A. CERTIFICATE. A WASHINGTO C PORATI N BY: ` BY: WIv1, WAYNE NES, JR., PRESIDENT •Iz � EQ57� a 3., TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOTrCORNERS IS BY RADIAL SURVEY PROCEDURE WITH INDEPENDENT MEASUREMENTS. 4 F`„ REAR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR AND YELLOW PLASTIC CAPS MARKED "DMP INC. PLS 22962", UNLESS OTHERWISE SHOWN HEREON. THE STREETWARD PROLONGATION OF THE LOT AND ACKNOWLEDGMENTS TRACT; BOUNDARY LINES ABUTTING STREETS HAVE BEEN REFERENCED WITH A TACK AND BRASS WASHER IN LEAD MARKED STATE OF WASHINGTON "DMP INC #22962" IN THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. COUNTY OF KING 5"f ,. TpHEcH.OMEOWNERS ASSOCIATION AS CITED HEREIN IS THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT WIVI._WAYNE JONES_JR.L---- KTHE�AI\TICLES OF INCORPORATION ARE ON FILE WITH THE SECRETARY OF STATE OF THE STATE OF WASHINGTON. SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT _AND 6 TRAC ;,Q,, IS A PRIVATE TRACT FOR RECREATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND ACKNOWLEDGED IT AS THE ___PRESIDENT --OF _ LAKERIDGE DEVELOPMENT Inc._- TO BE -TLIE -FREE AND IS OEDER DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. SAID ASSOCIATION VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SALL4BEg RESPONSIBLE FOR THE MAINTENANCE OF TRACT "A". ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, TRACT "A" Y IS DESIGNATED AS "COMMON PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING RESPONSIBLE -Z yo O ) ,FOR AN EQUAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVIDED SHARE SHALL BE REFLECTED DATED__�a„ _ __z - �/ ON THE'rTAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR ALL OTHER FEE `Gf��f� F,�--------- -------------- ASSESSMENTS APPURTENANT TO TRACT "A". SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT '� `� Q\N �,4 (SIGNATURE) A , OR PROVIDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE `EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ALL APPURTENANT FEES. ________________________ 7--r TACT B", A STORM DRAINAGE TRACT, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS TITLE AND ASSIGNS �4S sttC STA, Y)- MY APPOINTMENT 6 A SENSITIVE AREA TRACT, IS HEREBY DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS ae�0 EXPIRES __________1____ ____(______ HOMEOWNERS ASSOCIATION. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF THE USES OF SAID TRACT ALONG WITH NECCESSARY MAINTANENCE. ALSO, FOR THE PURPOSES OF TAX ASSESSMENT T•,'°•,°siial2o�°•''.J� x `TRACT "C" IS DESIGNATED AS "COMMON PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING FOR AN EQUAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVIDED SHARE SHALL BERESPONSIBL ` REFLECTED ON THE TAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR „ �rest4sas�Q ALL OTHER FEE ASSESSMENTS APPURTENANT TO TRACT "C". SHOULD THE ASSOCIATION FAIL TO PROPERLY MAINTAIN OR PROVIDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BCE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ALL APPURTENANT FEES. A FIFTEEN FOOT ACCESS EASEMENT, OVER AND ACROSS THE WEST FIFTEEN FEET OF LOT 31 IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY STATE OF WASHINGTON GROVE 'C' TIGUOUS HOMEOWNERS ASSOCIATION FOR THE MAINTANENCE AND MONOTORING OF TRACT "C". ALSO SEE COUNTY OF KING �r 44'' lJ RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS NOTE ON SHEET 2 OF 3. I CERTIFY THAT I KNOW..OR HAVE SATISFACTORY EVIDENCE THAT L��TQ __ 9: TRACT "D" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR SIGNED THIS INSTRUMENT, ON;,OAT STATED THAT _HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND THE BENEFIT OF THE OWNERS OF LOTS 22 AND 23. OWNERSHIP OF LOTS 22 AND 23 OF THIS PLAT INCLUDES AN EQUAL ACKNOWLEDGED IT AS THE Vr__-OF __-U.S_ BANK N_A------------- TO BE THE AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "D" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE FREE AND VOLUNTARY ACT OF SUCH 'PARTY FOR THE U*APPO URPOSES MENTIONED IN THE INSTRUMENT. OF SAID,, TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. 10, TRACT ," E" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 18 AND 19. OWNERSHIP OF LOTS 18 AND 19 OF THIS PLAT INCLUDES AN EQUAL DATED- ------------- ` �. :AND UNDIVIDED OWNERSHIP INTEREST IN TRACT „E„AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE 4 - - ------------------------- OSAID TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. H KING COUNTY DRAINAGE EASEMENTS SHOWN ASS ON SHEET 3 OF 3 ARE HEREBY DEDICATED AND CONVEYED ) LTOKINGwCOUNTY, ITS SUCCESSORS AND ASSIGNS. SAID EASEMENT IS COINCIDENT WITH THE PRIVATE DRAINAGE EASEMENT ON _��__/l _________________ LOTS 2$ THROUGH 30 AND WITHIN THE PRIVATE ACCESS EASEMENT ON THE WEST FIFTEEN FEET OF LOT 31 0,,THE-PRIVATE SEWER EASEMENT DEPICTED ON LOTS 2, 3 AND 4, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED (SEAL.-.�f�' STAM') y MENT 3� 4;,T0 THEE=;OWNERS OF ADJOINING TAX PARCELS 145750-0086, 145750-0087 AND 145750-0088, AS SHOWN HERE EXPIRES -_ 7-h -------------------- KNOWN„ AS LOTS "A', B AND "C" OF THAT CERTAIN DRAINFIELD EASEMENT RECORDED UNDER RECORDING N 9501201073, =� THEIR ;SUCCESSORS AND ASSIGNS. ;;1,3 , THE TEN FOOT SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS. <<.'t t•``"�� ,14 `THE"TEN FOOT PRIVATE SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED WTO THE •;OWNERS OF LOT 18, THEIR SUCCESSORS AND ASSIGNS. 15 THE, FIFTEEN FOOT WATER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO K.Q COUNTY WATER DISTRICT No. 90, ITS SUCCESSORS AND ASSIGNS. 6 THEPLANTER ISLANDS (IF ANY) WITHIN THE CUL-DE-SACS SHALL BE MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION. APPROVALS 17 THEFtOAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FLAN P-4087 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 DDES. EXAMINED AND APPROVED THIS ___-_-- DAY OF20____.18 BALL .INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNERS. -------------------------- 19 `:STREET TREES WITHIN THIS SUBDIVISION SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS UNLESS KING COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. - - - - - - - - - - -==--- 20 THE POWER EASEMENT DEPICTED ON LOT 9, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO PUGET SOUND DEVELOPMENT ENGINEER 'ENERGY,` ITS SUCCESSORS AND ASSIGNS. EXAMINED AND APPROVED THIS ______- DAY OF __________________________ , 20____. ----==---------------------- DIVISL,ON DIRECTOR, LAND USE SERVICES DIVISION LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF LIBERTY GROVE CONTIGUOUS IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION KING COUNTY COUNCIL of sECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON, THAT THE MONUMENTS HAVE BEEN SET AND THE LOT AND BLOCK CORNERS HAVE BEEN STAKED CORRECTLY ON THE EXAMINED AND APPROVED THIS ______- DAY OF __________________________ , 20____. GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. - - - - - - - - - - - - - - - - - - - - - - - - ATTEST:--------------------------- CHAIRPERSON KING COUNTY COUNCIL CLERK OF THE COUNCIL KING - G O U N TY ' DEPARTMENT OF ASSESSMENTS -- ---- - - - -------------------- PAUL E. M RROW P.L.S., CERTIFICATE No. 22962 DALEY-MO ROW-POBLETE, INC. EXAMINED AND APPROVED THIS ______- DAY OF __________________________ , 20____. DAL AUBURN WAY NORTH AUBURN, WASHINGTON, 98002 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 253 333-2200 KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR FAX 333-2206 C PARCEL NUMBERS: 145750-0085, -0090 SEE SHEETS 2 AND 3 OF 3 FOR ADDITIONAL NOTE.. 'DALEY=MORROW-POBLETE INC. RECORDING CERTIFICATE RECORDING No.---------------------------------------- �� E• Mph, FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS Q WAS �p 726 AUBURN WAY NORTH -__---____-- DAY OF Q pF y !y AUBURN, WASHINGTON 98002`'' - - - - - - - - - - - - - - - - - - - - , 2007, AT -__-- MINUTES PAST _--_-___-.M. AND RECORDED IN `� ' /yc PHONE: (253)333-2200 (FAX)333-2206 VOLUME ---_ --- OF PLATS, PAGES -----_-__--_, RECORDS OF KING COUNTY, WASHINGTON. Q •% o r DIVISION OF_._RECORDS AND ELECTIONS _ 2 ��`" ENGINEERING - SURVEYING MANAGER SUPERINTENDENT OF RECORDS ® ®, LAND PLANNING e� incorporated D.D.E S. FILE No., L 03p ODDS SHEET =1 OF 3 EXPIRES: d 01477CONFP, 18 JAN '07 LuA- o s- i2i D- A PORTION OF NE 1/47 SE 1/4, Sec.,_14, Twp. 23 N.7 Rge. 5 E., W.M. Being a replatportion 200 GRAPHIC SCALE 400 ( IN FEET ) 1 inch = 200 ft. K C S C PT N0, 3744 MERIDIAN "BROKEN3" " BRASS DISK 14 IN CONC =b SURFACE (VISITED MAY '06) WASHINGTON STATE PLANE NORTH ZONE N=180628.789 HPGN,.83/91, PER K.C.S.C. E_, 319243.7s4 BASIS OF BEARINGS: THE NORTH/SOUTH 'CENTER LINE OF N SECTION SEC. 14, T-23N, R-5E, W.M. Iw PUNCH IN 1-1/2" BEARING N00'29'00"E �, BRASS DISK 0 ;- IN CASE N (VISITED MAY '06) i¢ 00, PIN IN LEAD IN 1" IRON PIPE C° ca'v z IN CASE o � N87755'20"W (VISITED MAY '06) SE o ti-- - a: N87'St F 1306.89' 593 12' adi Ir m ! 100.04 N87 58'S0'W L3 o ' �200.08' J O¢I psi 1 z� I 2 3 4 5 � 35 34 137TI NOU25'21I 33 3236 3C i 520.88' 31 TRACT v TRACT I N874&lWw 1 255.56' N8M'3 182.9� ' I to �to ,to N i T �N Io �v ,z d U 1 and 2, Block 3, CEDAR PARK FIVE ACRE TRACTS, o . 1 King County, Washington HOUSE ADDRESSES THE HOUSE, ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE OF 13600 TO 13799 AND WITHIN THE RANGE OF 16000 TO 16099,11FOR THE EAST WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. N87°58 WW r- 323.02' 0 TACK IN CONC., IN CASE -~ (VISITED MAY 06) 9 49 , I LEGEND (P) CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 (M) MEASURED (C) CALCULATED I i ' I i i BRASS PIN IN CONC., IN 2" IRON PIPE, IN CASE "X" IN BRASS DISK I (VISITED MAY '06) I IN CONC., IN CASE 654.26': (VISITED MAY '06) 0911„ o------- --- ------------ -� - 654�26'_ 14 13 23 N88 37 40, W a N88'37'40"W 1308.52'(M)-1338.40'(P) 23 24 K.C. CH PT. NO , RAS SE 144TH ST. PUNCH IN 1 /4"'BRASS ROD IN CONC., .IN CASE (VISITED. -MAY '06) N=175534.554 E=.1319199.109 REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006, AN•D.=SUPPLEMENTAL REPORTS #1 AND #2 THEREOF DATED DECEMBER 14, 2006, AND JANUARY 18, 2007. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 D.D.E.S. FILE No., L03P0005 MITIGATION PAYMENT SYSTEM ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. SCHOOL IMPACT FEES SCHOOL FEES FOR LOTS 231HROUGH 35: FIFTY PERCENT OF THE `SCHOOL IMPACT FEES WERE PAID AT THE TIME .„OF"FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY CODE 21 A.43.050. THE BALANCE OF THE ASSESSED FEE, "$3,068 00''PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT+ISSUANCE. zoo 7 SCHOOL FEES FOR LOTS 1 AND 36: TWO RESIDENTIAL UNITS WERE EXISTING PRIOR TO THE DEVELOPMENT OF THIS SUBDIVISION. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR LOTS 1 AND 36 OCCURS ON OR PRIOR TO 6/15/08, (THREE YEARS AFTER ENGINEERING PLAN APPROVAL), THEN SAID LOTS -SHALL BE EXEMPT FROM THE PAYMENT OF THE SCHOOL IMPACT FEE. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR SAID LOTS OCCURS AFTER 6/15/08, THEN THE FULL ASSESSED FEE, '�6,136 OO. PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATIVE FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. SEE K.C.CODE 21 A.43.070.A2. 'A , LL ,BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO.THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS No. P-4087 ON FILE WITH D.D.E.S. AND/OR ;THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT, ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND -SHALL COMPLY WITH PLANS ON FILE. TRACT NOTE: TRACTS "A", "B", "C', "D" AND "E" ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330. A "TRACT" IS LAND RESERVED FOR SPECIFIED USES `INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION, EASEMENT RESERVATIONS' AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION, PUGET SOUND ENERGY COMPANY, QWEST COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTON, KING COUNTY WATER DISTRICT #90' AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED, THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE -ENTITY/UTILITY. NO LINES OR WIRES FOR SAID UTILITIES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN A CONDUIT ATTACHED TO A BUILDING. ALLI DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN =AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON,-FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND; SURFACE WATER PER THE ENGINEERING PANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO -ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN, NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE .OWNERS OF SAID PRIVATE • PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY REAL ESTATE SERVLCES, AND ANY REQUIRED,,PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE 'CANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.,) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. - THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBLIC DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED -BY KING COUNTY DOES OR ITS SUCCESSOR AGENCY. PRIVATE DRAINAGE EASEMENT COVENANT THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KINK COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 1 THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 1, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 2, THEIR. ;SUCCESSORS AND ASSIGNS, 2. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 4 AND 5, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 3, S.,;AND 6, THEIR SUCCESSORS AND ASSIGNS. "3. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 8, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 7, THEIR SUCCESSORS AND ASSIGNS. 4 THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 9 10 AND 11, THEIR SUCCESSORS AND ASSIGNS. 5 THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF .LOTS .13 AND 14, THEIR SUCCESSORS AND ASSIGNS. :6. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON TRACT "E", LOTS 17 AND 20, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE ;OWNER. OF LOTS 16 AND 17, THEIR SUCCESSORS AND ASSIGNS. 7. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 18 THROUGH 23, INCLUSIVE, AND TRACT "C", SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 18 THROUGH 23, INCLUSIVE, THEIR SUCCESSORS AND ASSIGNS. e ,_ 8,-THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 24 AND 25, THEIR SUCCESSORS AND ASSIGNS. 9 THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 28. 29, 30 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS, 27, 28, 29, 30 AND 32, THEIR SUCCESSORS AND ASSIGNS. 10.' THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 33 AND 34, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS '34 AND 35, THEIR SUCCESSORS AND ASSIGNS. RESTRICTIONS FOR SENSMVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF `PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING:COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE.COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. SEE SHEETS 1 AND 3 OF 3 FOR ADDITIONAL TRANSFER OF . DEVELOPMENT RIGHTS THIS PLAT HAS PARTICIPATED IN KING COUNTY'S "TRANSFER OF DEVELOPMENT RIGHTS (TDR)" PROGRAM. THE DENSITY FOR THIS PLAT WAS ACHIEVED THROUGH THE INCLUSION OF 5 TRANSFER OF DENSITY CREDITS. PARKING RESTRICTION: NO PARKING IS ALLOWED AT ANY TIME ALONG ONE SIDE OF SE 137TH TERRACE AND 161ST PL. SE, AS DESIGNATED BY KING COUNTY DEPARTMENT OF TRANSPORTATION. THE PURPOSE OF THIS RESTRICTION IS TO PROVIDE ADEQUATE ROAD WIDTH FOR THE ACCESS OF VEHICLES. SHEET= 2 OF 3 LUA--ve -iz i LEGEND (P) CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 (M) MEASURED (C) CALCULATED I i ' I i i BRASS PIN IN CONC., IN 2" IRON PIPE, IN CASE "X" IN BRASS DISK I (VISITED MAY '06) I IN CONC., IN CASE 654.26': (VISITED MAY '06) 0911„ o------- --- ------------ -� - 654�26'_ 14 13 23 N88 37 40, W a N88'37'40"W 1308.52'(M)-1338.40'(P) 23 24 K.C. CH PT. NO , RAS SE 144TH ST. PUNCH IN 1 /4"'BRASS ROD IN CONC., .IN CASE (VISITED. -MAY '06) N=175534.554 E=.1319199.109 REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006, AN•D.=SUPPLEMENTAL REPORTS #1 AND #2 THEREOF DATED DECEMBER 14, 2006, AND JANUARY 18, 2007. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 D.D.E.S. FILE No., L03P0005 MITIGATION PAYMENT SYSTEM ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. SCHOOL IMPACT FEES SCHOOL FEES FOR LOTS 231HROUGH 35: FIFTY PERCENT OF THE `SCHOOL IMPACT FEES WERE PAID AT THE TIME .„OF"FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY CODE 21 A.43.050. THE BALANCE OF THE ASSESSED FEE, "$3,068 00''PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT+ISSUANCE. zoo 7 SCHOOL FEES FOR LOTS 1 AND 36: TWO RESIDENTIAL UNITS WERE EXISTING PRIOR TO THE DEVELOPMENT OF THIS SUBDIVISION. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR LOTS 1 AND 36 OCCURS ON OR PRIOR TO 6/15/08, (THREE YEARS AFTER ENGINEERING PLAN APPROVAL), THEN SAID LOTS -SHALL BE EXEMPT FROM THE PAYMENT OF THE SCHOOL IMPACT FEE. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR SAID LOTS OCCURS AFTER 6/15/08, THEN THE FULL ASSESSED FEE, '�6,136 OO. PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATIVE FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. SEE K.C.CODE 21 A.43.070.A2. 'A , LL ,BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO.THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS No. P-4087 ON FILE WITH D.D.E.S. AND/OR ;THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT, ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND -SHALL COMPLY WITH PLANS ON FILE. TRACT NOTE: TRACTS "A", "B", "C', "D" AND "E" ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330. A "TRACT" IS LAND RESERVED FOR SPECIFIED USES `INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION, EASEMENT RESERVATIONS' AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION, PUGET SOUND ENERGY COMPANY, QWEST COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTON, KING COUNTY WATER DISTRICT #90' AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED, THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE -ENTITY/UTILITY. NO LINES OR WIRES FOR SAID UTILITIES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN A CONDUIT ATTACHED TO A BUILDING. ALLI DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN =AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON,-FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND; SURFACE WATER PER THE ENGINEERING PANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO -ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN, NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE .OWNERS OF SAID PRIVATE • PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY REAL ESTATE SERVLCES, AND ANY REQUIRED,,PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE 'CANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.,) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. - THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBLIC DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED -BY KING COUNTY DOES OR ITS SUCCESSOR AGENCY. PRIVATE DRAINAGE EASEMENT COVENANT THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KINK COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 1 THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 1, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 2, THEIR. ;SUCCESSORS AND ASSIGNS, 2. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 4 AND 5, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 3, S.,;AND 6, THEIR SUCCESSORS AND ASSIGNS. "3. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 8, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 7, THEIR SUCCESSORS AND ASSIGNS. 4 THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 9 10 AND 11, THEIR SUCCESSORS AND ASSIGNS. 5 THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF .LOTS .13 AND 14, THEIR SUCCESSORS AND ASSIGNS. :6. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON TRACT "E", LOTS 17 AND 20, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE ;OWNER. OF LOTS 16 AND 17, THEIR SUCCESSORS AND ASSIGNS. 7. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 18 THROUGH 23, INCLUSIVE, AND TRACT "C", SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 18 THROUGH 23, INCLUSIVE, THEIR SUCCESSORS AND ASSIGNS. e ,_ 8,-THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 24 AND 25, THEIR SUCCESSORS AND ASSIGNS. 9 THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 28. 29, 30 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS, 27, 28, 29, 30 AND 32, THEIR SUCCESSORS AND ASSIGNS. 10.' THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 33 AND 34, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS '34 AND 35, THEIR SUCCESSORS AND ASSIGNS. RESTRICTIONS FOR SENSMVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF `PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING:COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE.COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. SEE SHEETS 1 AND 3 OF 3 FOR ADDITIONAL TRANSFER OF . DEVELOPMENT RIGHTS THIS PLAT HAS PARTICIPATED IN KING COUNTY'S "TRANSFER OF DEVELOPMENT RIGHTS (TDR)" PROGRAM. THE DENSITY FOR THIS PLAT WAS ACHIEVED THROUGH THE INCLUSION OF 5 TRANSFER OF DENSITY CREDITS. PARKING RESTRICTION: NO PARKING IS ALLOWED AT ANY TIME ALONG ONE SIDE OF SE 137TH TERRACE AND 161ST PL. SE, AS DESIGNATED BY KING COUNTY DEPARTMENT OF TRANSPORTATION. THE PURPOSE OF THIS RESTRICTION IS TO PROVIDE ADEQUATE ROAD WIDTH FOR THE ACCESS OF VEHICLES. SHEET= 2 OF 3 LUA--ve -iz i /CeD� 5- / - z,K7_ 0 � Being a replat of a portion of Tracts 1 and 2, B lock 3, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 1 King County, Washington PIN IN LEAD IN 1" IRON PIPE IN CASE (VISITED MAY '06). 30, DEDICATED TO THE PUBL[Cr4SE FOR ROAD PURPOSESUPONTHE TACK IN CONC., - 0�7 RECORDING PLAT IN CASE '06) 503 (VISITED MAY 15 0. E657 - N87'58.50 W, 323.02 o. 1;;� 0, 90,00, 11 68.66' - _7777;- - U_ 50.02' 158.66 c 11 0 0, 88'22'29" ,IV \'4 �O 6-- 91 *37'31 PSG Q L=38. 0'R 2= rL=3S 88 2129jP-,,zV=)R=25,00' 9_ a�0's, UjA0 56' 0 7.5, 20' 20' uj + Y-0 lb R=25.00' MCP 1\0P Uj N L=38,561 L6 0 C14 PRIVATE SEWER EASEMENT < W Ld SEE ,NOTE 12 N89*36'21"W 0 5' DRAINAGE, EASEMENT 4 L0 Q: REC. -46.�,", 9802241785 SHEET 1 OF 3 RE-CREATION M 100.00' z 7,5 SEE NOTE 6 4 SHEET 1 OF 3 0 1 0- W 2 08 YE g - _0 1 0 NW2521 -10 0 -60.02'---- 26_.00,_:�_ _T (0) (6 30' 55.02' 30.01, /3,100, LO t1n 1 11. LO f- N571 4 05 W 10 D1 ------------- I I N8758'501W 10-00 0 29.60'- Uj N87*58'5 'W 183.02' z N89036'21 "W OKI 100.00' 14- .,2 1 Uj yj 0 N 25-01' 45-02' 1 55. 55.02' :2 L,--88-24'11" LO c� LO v 62.98' Uj R 25.00' LO Lo 8 10 5 ti�, 5' v) (o ��< cn 01 0 L=38.57' o 11 00 2 0 V) V) LO (0 5N m Li t Uj I 1IJ A wo 7 0 41 11. z 35.7 b 0 -0) Ln C� - 0 C14 4 0 LO r6 N PO K 0 LO _j z 51, 04 4 0 0 10 C 0 6,.,m. 0 C) 0 r- r_ LO a N89*36'21"W _j 23.71' z 0 0 , 01 _:1 - 01C." mi 0, _j z 37 31' z 0 (. 100.00' C*q A= 15'5 1'3 8 N87*58'50"W 143.62' L=27.68' m•0"'� Z. On /5 CO 5 - * ' �=91-37'31 37 A 91 R--425 -25 00' R 0 0 V) z 10,10 12 ll 3.19' -2 C) 5' .0 L 39.98' L 9 9 ' -3 1 8 U 0 53, C14 0, iY�,:j .27 29" .200 9 27.80 7115- 1�1" 0 t t -'a- x 01 N89*36'21"W 9'1 100.00' 29.31' 27.6 01 .60, SE 137TH TERRACE 0, '0 fAA=91 *35'50" 0 276 C14 7? 0� .46' N87*58'50"W -ag' n, -01 R=25.00' =� � 99 00 3 06 -A _j oil L=39.97' LO 00 0) i �- lbl__ . �No :or- �w z ) F4 ^00,00 19. 9 11/16 53.02' 1 1_1sz� C It 53.02' 53 nq- "Z7Z -7 • 0 1 0 LAJ LO -Lo no) 0) 30 U) M _W i' N89*36'21"W LO Uj 00 00 4 115'A 00 N Z V) w V)'t 10 LLJI 0) z w < m -_ 10 0.00' w Ld 04 d Lq Uj Ld 0 r w 0 _j C14 Uj 0 1 N 010 1 01 z _j. C� V<) '0 Fq -4 0 LJ 0 0 Ln 0 19 C� w 1C,4) <z 55.00' C14 - C� 0 00 14 C; 0 -Lo P*WH- -L0 C� ZO Ld 2 0 E2 (no 0 Lo �NM0 (nz C'q 08C;/. �N 0 j Lr,0 0 CLW wLr):Z:) N89-34'39"W 110.00' 0z 0 z q),0 QLUW 0 0 0� _j r, 1w _,ve- � � ulowm 0 0 - C,4 - 'L P211 :2 w 't, Z < Cn V) z P2 I N89*36 06A. z z L6 BSBL rI-A - - - - - - - 100.00' 0 Z1 O�O co ZO I I . - 7/7 20' 20' 00 _"36 N87'58'50, w 1-1), 1-77, //--7-,- 1 3.02' 101,0 00 5 0 ?7a1-ZZZ27Z 0>17- 8.09 0 2' EL 0 0 X0 .1v_ *58'50' Z 00 00 53.02' �CN4 N87*58'50'W 90.20 ' X<ZN87*5a'5o"W 126.96' (01 0 w m�p 0 LO coo 10, 5 V) 31 13.45 ff) 1 0 Zzw Q) Im PF=469J A--85*20'11" 6 06 1 z *b C5 K) 89-36121"W Uj D < Q� 0 R = 2 5. 0 0' N 11 - -- U LO IN63*19'17"E SW Lt- - I N89#34'39"W It 0. :�_, _j / 0 100.00' W 0 AWQ_ff- L=37.24' V) A I'D 21.50' �3 �OZ2� I LO N co < w 15 110.00' 5.17 '-'v' 01 Q. 0 10' SEWER EASEMENT 0 x w cy 25 4- < 41 nj lb N �>rq 110, -Z. w SEE NOTE 13 U) w V) 0. FF_� 471.0 0C. SHEET 1 OF 3 C A--29*49#43" , .1 N43'03'42"E A I &. A� a 0 9 10, L=26.55' . %a- � 6j, _ I N89*36'21 "W IP-1 33.64' N80-11)18pp \oa Ld w , P/ -1 w Inn, on' N35'41'Ib"w t � q: f iL + A * 'I,- 01 10.42 1 w A24 A-,-,31 *2 4' w N27*49'20"E 35.34'�� STORM AGE 20.69' 9*1 A=28*10'36" SEE NOTE 7 A--20'�9'07' 4, r- V) FF='470.6 L=27.95 I - V) R=71,00' �47,,�---4 SHEET 1 OF 3 R=25.00' A= 21 *34'48" FF=470.3 ,,-TRACTo',D' ---L=34.92 L=9.01'\ 00 L=9.42' .5� I I (310 "JOINT USE 4) 2. 5 0� 0 N1 5'02'09"W tl-� I a Z/1 SEE NOTE z (o DRIVEWAY 39. 9 Uj 1, WCT SHEET 1 OF 3 - \'hc ��= 6 '50'13" 6 0 4) z W LO SENSITIVE AREA R--25 bo' SEE NOTE 8 61 w< L=26.55' 0 N271 O'l 8"E 00 C\1 0 .(9 110, ow 33.54' SHEET 1 OF 3 0 _j �Idl 0 0 w 00 Li z Uj C14 't z 0- lie 2 C14 0) M ti W d Ln LO _J�- m -0 w �N� 0) Ld W A--90'39'04" w :WR 0i _w rry C14 _ V) Ln n Uj R=25,00' 1�26*5627 'E / <0 - w= w < n U) w L=39.55 C\4 0 a 16.01 V, 04 < _j vi � 11 FF=473.0 LLj - u- Uj r-n *28'�6"W (m r-� 0) 22: - rle 0) 0 N63 OFF 00 04 C) CD cy) ILI - N1 4*51'06"W -21' b -7 lnu F_ j� n 0 "00 N1 1 *01'01 "W jw �N 0 11.62' 1 FF=470.3 < -j N Z FF=4�O . 0 0 r) Z I 00 6: 18.58' 21.41 � 6 C%4 0) P to \ 100 YR. NU1'50'47"E 0 z FF=471.1 w ww 00 1 3 0 to w:r 00 FLOOD PLAIN .10 z V) V) 171.43' z 0 8 .13t EL=461 34- �0 C� 82 z n 0 00.05 - - - - - - - - - - - - - - - - - - I FF=472.7 00 n - - - - - - - - - - - - - - - - - - - - --- I t� - - - - - - 55.9 001 8-. 5_0' N874flww N. LN., TRACT 3, BLOCK 3, CEDAR PARK FIVE ACRE -TRACT 50 N 30, 1 IS, VOL. 15/91 N87W, - - - - - - 255.56 N8738'20"W \,/E ACRE TRACTS 182.W 155.0!W CEDAR PARK F1_ - 14 1 30' VOL. 15 1 /91 LOT "B" KCBLA--:%406 L-0-087 2.30 12 REC. No. .20061102900002 \, : J F XA F,2#�;_ 50 0 25 50 100 IN FEET 1 inch-,- 50 ft. LEGEND ® KING COUNTY STANDARD MONUMENT BSBL BUILDING SETBACK LINE FF=XXX.X MINIMUM FINISH. FLOOR E ' LEVATION SEE FINISH FLOOR NQTE-'RIGHT KING COU TY DRAINAGE EASEMENT N SEE NOTE I I ,SHIEETl OF 3 PRIVATE DRAINAGE EASEMENT, SEE PRIVATE DRAINAGE EASEMENT NOTES SHEET 2 OF 3 LOT AND TRACT CORNERS HAVE BEEN SET AS DESCRIBED IN NOTE 4, SHEET 1 OF 3 VERTICAL DATUM: CITY OF, RENTON NAVD 88 tJt=1%4UNMAtW CITY OF RENTON BENCH No. 2103 BROKEN BRASS SURFACE DISK ON CONC. STREET, -SURFACE, FLUSH. LOCATED AT THE .CONSTRUCTED INTERSECTION * OF SE 128_ST. AND 156TH AVE. SE ELEVATION = 547.94 SITE 8ENCIt!MARK: TACK AND BRASS WASHER -IN LEAD MARKED "DMP INC #229627-,INfHE CURB AT THE WESTERLY PROL - Oj4GATION OF THE LINE BETWEEWLOTS 15 AND 16 ELEVATION = 473.56 CURVE TAM CURVE DELTA RADIUS LENGTH C1 2 TO 7'31 " 5 1. 0 0' 20.58' C2 80*59'27" 25.00'. 35,34' w RESIDENCES CONSTRUCTED ON LOTS 17 THROUGH 25, INCLUSIVE, Mb LOT 31, MUST CONFORM TO THE MINIMUN FINISH FLOOR ELEVATION DEPICTED HEREON,,. UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. LINE TABLE LINE DIRECTION LENGTH L 1 N00*23'39"E 22.35' L 2 N63#06'48",W '5968' L 3 N63*06'48"W :73.14' L4 N69*00'001'!E---- --64.52': L5 N00*23'39','E-- 21,48' L6 IN87*58'50"WI 20.01' =16' .2 25" L=2b.37i TRACT "El ot 2 1 07 )1 L=9.75' DETAIL 'A' SCALE: 1 SEE SHEETS 1 AND 2 OF, 3 FOR ADDITION DALEY-MORROW-POBLETE, INC. alp 726 AUBURN WAY NORTH AUBURN, WA - PHONE: (253)333-S2200HINGTON (FAX)3339800-2 2206 LLB /e e_D __ y- /�--0Q LEGAL DESCRi KIl1 U COUNTY HNAN(;F= DiV1510N Cf=#fllHQA J l= TRACT=1;''BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL OE4PLATS, PAGE 91, IN KING COUNTY, WASHINGTON; ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET; CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AND, -'EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF THE EASTERLY 70 FEET OF THE WEST 270 FEET AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL, AS PER KING COUNTY ENGINEERS SUBDIVISION NUMBER 6846, RECORDED UNDER RECORDING NUMBER 9410250673; TOGETHER A , �1 G COUNTY BOUNDARY LINE ADJUSTMENT No. G0640087 RECORDED UNDER RECORDING NUMBER DEDICA KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE 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 PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS 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 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 MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY 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 SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS 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: THIS ------- DAY OF MANAGER, KING COUNTY FINANCE DIVISION DEPUTY 20_-__. NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET, 2, PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006 AND SUPPLEMENTAL REPORT #1 THEREOF, DATED SEPTEMBER __, 2006, WERE RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS SUBDIVISION, WHICH ACCORDING TO SAID PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. A ;COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY ENGINEER SUBDIVISION APPLICATION No. 6846, REC. No. 9410250673. B. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. > 800320,0605. :C TERMS >AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. D.yTERMS AND CONDITIONS OF KING COUNTY BOUNDARY LINE ADJUSTMENT No. _�__�_, REC. No. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT rICOT}rlrr A Tc ____----_______...___-__ ___-_...._____________________________ 3 ;TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LAKER16(t DEVELOPMENT, Inc. U.S. BANK N.A. 1LOT ',CORNERS IS BY RADIAL SURVEY PROCEDURE WITH INDEPENDENT MEASUREMENTS. A WASHINGTON CORPORATION BY: �4 ;'REAR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR AND YELLOW PLASTIC CAPS BY: WM. WAYNE JONES, JR., PRESIDENT MARKED_,,,"DMP INC. PLS 22962", UNLESS OTHERWISE SHOWN HEREON. THE STREETWARD PROLONGATION OF THE; LOT AND TRACT BOUNDARY LINES ABUTTING STREETS WILL BE REFERENCED WITH A TACK AND BRASS WASHER IN LEAD MARKED "OMP INC #22962" IN THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. ACKNOINLE00MENTS �5 :THE .HOMEOWNERS ASSOCIATION AS CITED HEREIN IS THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. STATE OF WASHINGTON . ".THE ARTICLES INCORPORATION ARE ON FILE WITH THE SECRETARY OF STATE OF THE STATE OF WASHINGTON, COUNTY OF KING ,.OF 6 =TRACT="A','3 �S A PRIVATE TRACT FOR RECREATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT WM•_WAYNE JONES_JR.z I5 HEREBY DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. SAID ASSOCIATION ___ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE: INSTRUMENT AND SHALL v.BE ;RESPONSIBLE FOR THE MAINTENANCE OF TRACT "A". ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, TRACT "A" .!ills"COMMON ACKNOWLEDGED IT AS THE _ P_RESI�ENT _�OF - _ LAKERIDGEDEVELOPMENT,,�IInc.__ TO BE THE FREE AND D SIGI ATEO„,AS PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING RESPONSIBLE FOR 'AN EQUALr AND -OF -EQUAL VOLUNTARY ACT OF SUCH PARTY FOR THE` USES _. - - -AND PURPO ;ES MENTIONED 7N THE -INSTRUMENT: . -UNDIVIDED SHARE -SAID TAX ASSESSMENT. THIS AND UNDIVIDED SHARE SHALL BE REFLECTED � N_-JHE JAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR ALL OTHER FEE gASSESSMENTS APPURTENANT TO TRACT "A". SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT DATED----------------------- =j "'A",{tORPROVIDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE EQUALLY, RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ALL APPURTENANT FEES. (SIGNATURE) 7 TRACT "B,,, iA STORM DRAINAGE TRACT, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS TI TILE MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ______________________________ SIGNED THIS INSTRUMENT, ON OATH STATED THAT -HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _ -_----_-___OF ,U.S_�BANK �N.A. _ ____ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USESAND PURPOSES MENTIONED IN THE INSTRUMENT. DATED (SEAL OR STAMP) (SIGNATURE) TITLE MY APPOINTMENT EXPIRES APPROVALS ;DEPARTMENT OF DEVELOPMENT AND ENVIRQNMENTAL SERVICES EXAMINED AND APPROVED THIS _--_--- DAY OF __- , 20____. ---_------------------------------- DEVELOPMENT ENGINEER EXAMINED AND APPROVED THIS ---_--_. DAY OF ---------__-_._...._-______-_- , 20-_--. DIVISION DIRECTOR, LAND USE SERVICES DIVISION KING; COUNTY COUNCIL EXAMINED AND APPROVED THIS __----- DAY OF _.__,_______________________ 20____. --------------------------------- ATTEST: - - - - - - - - - CHAIRPERSON, KING COUNTY COUNCIL CLERK OF THE COUNCIL -- _-- KING QOUNTY DEPARTMENT OF ASSESSMENTa EXAMINED AND APPROVED THIS ------- DAY OF -- , 20____. ------------------------------------------------------------------ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR PARCEL NUMBERS: 145750-0085, -0090 RECORDINGCUMFIOATE RECORDING No ----------------------------------------- FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS _ _ DAY OF -------------------- , 2006, AT _....__- MINUTES PAST---_,___-_.M. AND RECORDED IN VOLUME -__.-_--- OF PLATS, PAGES -------____-, RECORDS OF KING COUNTY, WASHINGTON. $ _ = TRACT ; C i A SENSITIVE AREA TRACT, IS HEREBY DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS j„ HOMEOWNERS ASSOCIATION. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF THE USES OF SAID TRACT ALONG WITH NECCESSARY MAINTANENCE. ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, TRACT "C" IS DESIGNATED AS "COMMON PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING RESPONSIBLE FOR AN EQUAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVIDED SHARE SHALL 1 BE REFLECTED ON THE TAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR ALL`; OTHER FEE ASSESSMENTS APPURTENANT TO TRACT "C". SHOULD THE ASSOCIATION FAIL TO PROPERLY MAINTAIN PROVlDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL y�� Ai } nr 'nun lcno nc , nTc 1 Tui�nf IC'w = rLSLJe� 1 < oc EQUALLY RESPONSIBLE: THE_MAINTENANCE OF SAID vr'wwm�yC TRACT AND `ALL APPURTENANT FEES. vA FIFTEEN FOOT ACCESS „EASEMENT OVER ANDS CROS _ FIE_ ,WEST FIFTEEN FEET OF LOT 31 {S HEREBY GRANTED AND CONVEYED TO _,, LIBERTYGROVE CONTIGUOUS HOM ERS ASSOCIATION FOR THE ` IYi/11}V AYC1VCG- AIVD lY1VNVTVRING OF TRACT " k vE -ALSO RESTRICTI0;K1S l=nR CFKICITIVF AREA TPArTR Amn SFN',ITIVF AREAS v.. vu.v. ,. ry ... ....a. .. ... ..� ......... ... .._.... AND,BUFFERS NOTE ON SHEET 2 OF 3. 9 `_TRACT` IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS,,PRIVATE DRAINAGE AND UTILITIES FOR I THE BENEFIT OF THE OWNERS OF LOTS 22 AND 23. OWNERSHIP OF LOTS 22 AND 23 OF THIS PLAT INCLUDES AN EQUAL AND'UNDIVIDED OWNERSHIP INTEREST IN TRACT "D" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE ,i OF SSAID TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. 10 ,= TRACT . E IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, _PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT' OF THE OWNERS OF LOTS 18 AND 19. OWNERSHIP OF LOTS 18 AND 19 OF THIS PLAT INCLUDES AN EQUAL AND,.;UNDIVIDED OWNERSHIP INTEREST IN TRACT "E" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID. :TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT tCOVENANT SHEET 2 OF 3. 11 ,� :THE:'KING COUNTY DRAINAGE EASEMENTS SHOWN AS 1 J F + ON SHEET 3 OF 3 ARE HEREBY DEDICATED AND CONVEYED T0'KING`COUNTY, ITS SUCCESSORS AND ASSIGNS. 12 THE, PRIVATE SEWER EASEMENT DEPICTED ON LOTS 2, 3 AND 4, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED kTO THE OWNERS OF ADJOINING TAX PARCELS 145750-0086, 145750-0087 AND 145750-0088, ALSO KNOWN AS LOTS "A", "B" AND s"C" OF THAT CERTAIN DRAINFIELD EASEMENT RECORDED UNDER RECORDING No. 95012010732, THEIR SUCCESSORS AND ;ASSIGNS. �k 13 . ``THE`TEN FOOT SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE IICITY>_OF RENTON, ITS SUCCESSORS AND ASSIGNS. 114 :THE TEN FOOT PRIVATE SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEICATED AND CONVEYED , TO THE OWNERS OF LOT 18, THEIR SUCCESSORS AND ASSIGNS. t15. THE'FIFTEEN FOOT WATER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY WATER DISTRICT No. 90, ITS SUCCESSORS AND ASSIGNS. 416, THE PLANTER ISLANDS (IF ANY) WITHIN THE CUL-DE-SACS SHALL BE MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION. ' 17 -THE ROAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN No. P-4087 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 DDES. 18 'ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNERS. 09. ,THE';,,STREET TREES WITHIN THIS SUBDIVISION SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS 4AUNLESS.KING COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. .20.. THE -POWER EASEMENT DEPICTED ON LOT 9, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO PUGET SOUND ,,ENERGY.:ITS SUCCESSORS AND ASSIGNS. D- - - W WFAA, I HEREBY CERTIFY THAT THIS PLAT OF LIBERTY,.GROVE CONTIGUOUS IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF' SECTION :14, <TOWNSHIP, 23 NORTH,'A 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON2`THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. PAUL E. MORROW P.L.S., CERTIFICATE No. 22962 DALEY- M ORROW- POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON, 98002 FAX) 333-2206 SEE SHEET 2 OF 3 FOR ADDIMONAL NOTES -MORROW-POBLETE, INC. J ,SAS 726 AUBURN WAY NORTH AUBURN WASHINGTON 98002 ON E: (2535333-2200 (FAX)333-2206 D1VLSION QF R-1�CQnQ-$ AlJQ-El FCTIONS --------- SUPERINTENDENT OF RECORDS 2962��p�` l A� inaarppratad ExPIREs: 04 APR '07 01477CONFP w :. o m1 ., 31 AUG '06 -c,8-lz-t ,�_pej)rZ -- 14- - O io K.C.S.O PT. NO. 3744 "BROKEN" 3" BRASS DISK SIN CONC. 0 SURFACE '06) (VISITED MAY r� iN I uj PUNCH IN 1-1/2" V �VIN BRASS DISK caIN CASE a (VISITED MAY '06) PIN IN LEAD I< 0C,41IN 1" IRON PIPE L55'20"W INVISITED MAY '06) --06.89' ' - 593.12' Q01 v I 1 Q0.04' , , N"�7/'S��s'509W W Y ( r" W.Qv' p NCF), I NCI 0 I 1 2 3 04 z I 4 t l NW25'21°E , I , I , i �0 u� �N ILa (00 0 0 iz GRAPHIC SCALE 200 0 100 200 400 ( IN FEET ) I inch = 200 ft. MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS GP BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION, SEC. 14, T-23N, R-5E, W.M. BEARING N00'29'00"E 1 87*58'WW - �-- 323.0Z,- p TACK IN CONC., IN CASE (VISITED MAY '06) LEGEND (P) CEEDAR5PAARK FIVE ACRE TRACTS, V. (M) MEASURED (C) CALCULATED I , I � I i I BRASS PIN IN CONC., I IN 2" IRON PIPE, IN CASE , "X" IN BRASS DISK I (VISITED MAY '06) IN CONC., IN CASE 1309:11'---------_..- i _,.(VISITED MAY '06) LAC - ___ p _ __ 654.26 ` __i _ 654__26' 14 13 ,/23 N88'37'40"W -� N88 37'40"W 1308.52'(M) 1338.40'(P) ��4 K.C,S.C. PT. NO. 3764 SE 144TH s7r. PUNCH IN 1/4" BRASS ROD IN CONC., IN CASE (VISITED MAY 06) 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE No. 623423, DATED MAY 16, 2006.AND SUPPLEMENTAL REPORT jai THEREOF DATED SEPTEMBE --., 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. HOUSE ADDRESSES THE HOUSE ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE OF;-13600 TO 13799:.AND WITHIN THE RANGE OF 16000 TO, 16Q99 iFOR THE EAST WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. .."mraGATION PAYMENT SYSTEM ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. SCHOOL. IMPACT FEES SCHOOL FEES FOR LOTS 2 THROUGH 35 ' FIFTY PERCENT OF THE SCHOOL { CT FEES WERE PAID AT THE DIME OF FINAL' PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY,,CODE 21A.43.050, THE ALLY` NCE OF THE ASSESSED FEE '`Z•SS7_% SQL" PER.FLOT, TOGETHER WITH THE CURRENT -SADMINISTRATION FEE, MUST BE P AT THE TIME OF BUILDING PER ISSUANCE. « SCHOOL FEES FOR LOTS 1 AND 36: TWO RESIDENTIAL UNITS WERE EXISTING PRIOR TO THE DEVELOPMENT OF THIS SUBDIVISION. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR LOT 1 OCCURS ON OR PRIOR TO 6/15/08, (THREE YEARS AFTER ENGINEERING PLAN APPROVAL), THEN SAID LOT SHALL BE EXEMPT FROM THE PAYMENT OF THE SCHOOL IMPACT FEE, oIF E HE , ISSUANCE OF A NEW BUILDING PERMIT FOR SAID LOT OCCURS AFTER 6/15/08, THEN THE FULL ASSESSED FEE, QP� R-°LOT, TOGETHER WITH THE CURRENT ADMINISTRATIVE FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE SEE=l CODE 21A.43.070.A2. ROC)F WhIPPOUTS: BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED HE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS No. P-4087, ON FILE WITH D.D.E.S. AND/OR KING, COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL 4ECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND 1 COMPLY WITH PLANS ON FILE. MCT NOTE: TRACTS "A", "B", 'lC", "D" AND "E ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330. A "TRACT" IS LAND RESERVED FOR SPECIFIED USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. ,,,,A -PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE LIBERTY GROVE HOMEOWNERS ASSOCIATION, PUGET SOUND ENERGY COMPANY, QWEST COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTON, KING COUNTY WATER DISTRICT #90 AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING THE ---STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER ,PROPERTY WITH RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE'EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE ,UTILITY.' NO LINES OR WIRES FOR SAID UTILITIES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN A CONDUIT ATTACHED TO A BUILDING. KING COUNTY DRAINAGE EASEMENT AND COVENANT ALDRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND,,SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF "REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE -'.BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE=RESPONSIBILITY OF THE PROPERTY OWNER. THE` QWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY REAL ESTATE SERVICES, AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR - -`ACTIVITIES-SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, - PIPING;--CUTTING--OR-REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.,) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN `WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBLIC DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY KING COUNTY DDES OR ITS SUCCESSOR AGENCY. PRIVATE DRAINAGE EASEMENT COVENANT THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO v(rRl\/EY y1P QT(1PW QTOPAA AW) CIIRF'ACF WATER PEP TWW FNf:INF�RiNC: PI ANC APPPOVErn POP TI-IIq PI AT RY Klmn, (:(MINTY Tf�rFTNFP WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS,; DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 1. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 1, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 2, THEIR SUCCESSORS AND ASSIGNS. 2. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 4 AND 5, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS ' 3, 5 AND ,6, ,.THEIR SUCCESSORS AND ASSIGNS. 3, THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 8, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 7, THEIR SUCCESSORS AND ASSIGNS, 4. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 9, 10 AND 11, THEIR SUCCESSORS AND ASSIGNS. 5. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 13 AND 14, THEIR SUCCESSORS AND ASSIGNS. 6. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON TRACT "E", LOTS 17 AND 20, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 16 AND 17, THEIR SUCCESSORS AND ASSIGNS, 7. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 18 THROUGH 23, INCLUSIVE, AND TRACT "C", SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 18 THRIUGH 22, INCLUSIVE, THEIR SUCCESSORS AND ASSIGNS. 8. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 24 AND -,25, THEIR SUCCESSORS AND ASSIGNS. 9. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 28, 29, 30 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER `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`COUNT(, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. SEE SKEET I GE 3 FOR ADDITIONAL E . Yoh ALEYT-MORROW-POBL, E, INC. Q, WAS �� 726 AUBURN WAY NORTH 0 %�� %� AUBURN, WASHINGTON 98002 NE: (253)333-2200 (FAX)333-2206 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL, 15/91 ENGINEERING - SURVEYING our, LAND PLANNING Lh�� trcorporoted SHEET 2 OF 3 EXPIRES: 04 APR '07 01477CONFP 31 AUG '06 o DEDICATED TO THE PUBLIC USE PIN IN FEA SE 13M ST. ' FOR ROAD PURPOSES UPON THE TACK IN CONC., �- "" "--" _ _ N87'58'S0"W 653.13' RECORDING :OF' THIS PLAT IN CASE IN CASIPE i 503.07' _ - - _ _ - - _ (VISITED MAY '06) (VISITED MAY '06) 1 1 150.06' i } 30' P,�P`�p'jG i�oVp rf�roo P(0� 2 0. P�p\,fo90.0014858'50"W323.02' 68,66' UL 158.66', 50. 0» 2 `\ M\ �WO A 88°2229'prR 91 3731 4` R=25.00,25.00 < r-/F_.39.98p 20' 20 U_- 1I z !;' R=25.00' o w PRIVATE SEWER EASEMENT �P pc� rq��i " " „ , r j L-38.�56 w , 5 DRAINAGE EASEMENT SEE NOTE 12 N !;r �� TRACT <<A a; N89 36 21 W 0 SHEET I OF 3 .- �� `n a , ;;, 1 10' 100,00' z REC. No. 98022417$5 !"` RECREATION 'SPACE c- / \ 7 5• lrf i SEE NOTE 6 �..,. ,,.,..j o w N87°5�'50"U!I 2.Q8' N0C�25'21" /! SHEET 1 OF 3 0 1 of 10 a V' N .02'--=--2500'-� -�,- 55.02'.02 30 2901'`` /i I F� r�"`7,s' C'j a N57'14 05� 15 1 - - ----- N87°58'50"W ' : 10.00 � i .! • � � w 29 60 /i ' , n l� N 89 °36' 21 "W I , 70.03 N87°58 50 W 183.02 N z 100.00' 2-9 01' 45.02' �_55.02' ,o 1r>, , �+ 55.02 62.98 ,,, a 8$ 2411 d .- 3 N 5-h 15 w a e R=25.00' 0 o0 "n `� 0 in o � -� L=38.57' o c�v rfi M o !� _ w 0 o. o es$ z N ,- 0 ca a, z N o `�' I W ,1 I N o N d 0 ►nI u•, I J N 190 il�w Y.�h� 35.71' II jj Z U�t� to p�j N p N 0 1CR d I N) I y� \,�, , » 1 g Qw f 1 �- too Lo in 0 a a o N89'36 21 W r a _ ► 1 II II N 4 0 �- N �IN.�,;I O T. 8 3� �N I ` f ,' % 23.71' -� 4 � `a O o s : mj Q © ? z ( o '` 100.00' -, z _ o °' a � (m 37.31 fix. z y �_,, z Izrl IV) _ ° , ,-'�- z N"8758 N N ~�� h=15°51'38" 15Im 31"z° D' 0 12 1 91 37 -2 - 0 _'_50"W 145.62' S9, L- 7 68 5(; R-25 0 w 113.19' - ©-28.3a2�, o-��-��,--. _ (5r''i�5 L=39.98 ' WW In �n I e o R soo �3� ty a 1�0 �,o 27.80, :455.02 to:: V 55.02 . 5 2' ci .:�1 _ - Q. of 20. 9 `�x �' '2 r 5.0 N� N89036'21"W 1 I 9." , s 0 �0,23.,i;.:T46E` RACE ,9'I 10�03.00' 13'50o 276 00p=9p1 0N875850W 306:89' R=25.' 00 oL 39 97 W � G f N - I z � N o '� �' ' r`L6 53 S3.0 M �I u� w - ��35 a N I II b0ao - 19.91 f, 1 02 53.02' 2' �"' co 15 CO N N� �rn �- 15' I � 33.74 I N89°36'21"W �I 00 d �- N cr tfj W r`� d 1 w W ^ d , -'W O 34 I D r-r�� ;1'� -w �' °' z Toil 10Q.o0 Id w O �II / w M W w N ^ ^ - 1 �, f CV o, Q ��W I , Z r__--_, = , �JiN �M 1/cy jW o N ¢ ¢ w NOS O� O vm 55.00 o,t. �� ; O¢ a � lk `N p 'NQ ON a W. NIz „�J5•Q0 ` W1 N `� Q J a `,f,� > f— to s m co 4 .` » , O vNi ►- N C� in O CON n II d " ocm �<� us N89'34 39 W 110.00 N; 0 0 ,0 aa�ww � o ;� :� o �I 11 II - f k U z `.2 (0 %C)a `a Z O ,nUws O O .- -1 f` 1, r , „ Ci alit N, - 3 `r z <Wv) z Z - - =¢� - N89`36 21 W - �! 0oN i Qa rof,; r_ _ _ _ _ 5' BSBL� -- -- - _ r �� >?, 100.00' Q to ' ' - %�_, Yf z ,- ,- 27 ` ! •5g 1 ty M °,�° ?� N87 'S0"W woo J�'53.02�� .`�. ,_, c.r�;:i?�?' ;T=rT�,--- 1 20 20 �,� - 0.00 36 t ... xx�;x53.02 N� ,��r53.02' >o�' /,f, „•�,: 10 l0 p c>' 0 x 1 N�, �► N87 58 50 W 90.20' 1 wmz - y ,i 'A ''F' in/) �-' �� N87°58'50"W 126.96 o �I �, LO zzw ��) ��p,�� ;`!`;�Im FF 9^7 ��. 13.45 Q , » r�! o�d `�'1 ~,.� I 85 2011 i i » z a y °g or 1 _ iY R=25.00' ui ``' , N89'36 21 W w I ° » 0/; IN6319 17 E' ;,,� S�, 26 � �; � w+L N89 34 39 W dc'i I 21.50' �"� S2, =t L=37.24 �' , 0 1 100.00 0 I o 110.00' ' 1i _ 5.17'nti cy`V 9<4 s�0,, `} ��, 2'�» �' h i �� o w of ,_ q_ 25 k `'2' `L �g` $6'.; W 10' SEWER EASEMENT � FF 471> 0, ri N n I SEE NOTE 13 _ A=29'49 43 ��• \�a�, A �� 7y0 ,, SHEET 1 OF 3 b N43'03'42"E `'" •�\ L=26.55' p ^� \� o.- 9 I » 10 1 N89 36 21 W '" 33.6 4N80°11,1$„ O \s '�oo�a. U-j o 1-, k f N��°d1'1F,"W 0- �0 100 00 O STORM DRAINAGE N 27 49 20 E 35.34 --J �' t �, q �' z w ,, . 10.42 » i w SEE NOTE 7 20.69 / A= 20°�907 FF�240�6 31'2419 t w - 1 o w L.= 27.95' � � � �4� d 28'10 36 SHEET 1 OF 3 ; \ R=71.00' ,<v 4 �6 A�=-21 °34'48" � TRACT "D'� °� �`�h; :L=34.92' FF 470 3 � o 0pQ/ L-=9.01 L=9.42' 9� � `JOINT USE �w'� /�... �� `:• f 2.5' �� N150209 W 1 » nLJ CO p�' �01 39.07y + .OQ'�� t�k �'j SEE NOTE 9 \�rp Y,{ �`,U° i a �' o/_ p=60' 013" N69, 52' A SHEET 1 OF 3 �• / `'�� 6 A I z o TRACT; C� , . 8 .. w Z Q' SENSITIVE AREA R=25 00 �5 -j o N27°10'18"E SEE NOTE 8 L=26355' �$ �3�4 N :aa s'SS3 +67 j27 r3, �o w 33.54' ? SHEET i OF 3 a 9 S' �/ / O O in O (D `^ �S, I Wo Q o I VFFFR /��\/� W Nd a� Qm CO G? w \ aXz } A= 90°39'04" _, ) ,� ,p"- N o� - rnr w� ='w = "� w 1n¢w I R=25.00' N26°56'27"E / BG��s, h ,�� /� in i� w . '� �I a, , r7 v� r= �` _ r cv 3 cx 1 L=39.55 %` ,` 16.01' FrA 4`� /�`'0 a, a� ,c�i 4 M 00 r; I c w x ' FF 473;0 1,! �`' r, 1 3 . » N63°2$ 46 W ° , » / to I r`7r`- !� 22y .. p r N r� �� wih 0 0: O I ,.. N14 5'1 06 W N11 01 01 W • / 23 :, U it M FF 470,7 0 ° O w 0 1� 00 0 18.58, 11.62 21.41, S FF .:.470 3 , a N 00 Z : FF �470 6 fo 2p� N o ; z W M i 100 YR.- ---�'. N01 `50'47"E 0p .:IZ FF 471.1 © N to r`ii z 00 00 z 171.43' 84 , FLOOD PLAIN o 7�10 ----_ Z Cv 13 '- EL=461.31 11 , - - Z 0 0 ___ 8 50' 84 5Q.05' S0. 50- 3,-- __ - FF 872 7 N. LN., LOl .3 _ 03 55.03' z 30, CTS, VOL 15 91 " .,; ,BLOCK -3, CEDAR PARK FIVE ACRE TRA . :. 255.55' N87°05'39 W N8738'20'W _ CEDAR PARK F 1 V E ACRE TRACTS 182.93` . ;=155 09' VOL. 1 5/91 ; 3 COT KCBLA OG 0 �2.30_1 REC . N a . 50 0 25 50 100 ( IN FEET ) 2 inch = 60 ft. LEGEND ® KING COUNTY STANDARD MONUMENT (TO BE SET) BSBL BUILDING SETBACK LINE FF=XXX.X MINIMUM FINISH FLOOR ELEVATION - SEE FINISH FLOOR NOTE RIGHT ` KING COUNTY DRAINAGE EASEMENT SEE NOTE 11 SHEET 1 OF 3 PRIVATE DRAINAGE EASEMENT, SEE .. PRIVATE DRAINAGE EASEMENT NOTES SHEET 2 OF 3 LOT AND TRACT CORNERS TO BE SET AS DESCRIBED IN NOTE 4, SHEET 1 OF 3 VERTICAL DATUM: CITY OF RENTON NAVD 88 BENCHMARK= ` CITY OF RENTON BENCH No. 2103 BROKEN BRASS SURFACE DISK ON CONC. STREET SURFACE, FLUSH. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128TH ST. AND 156TH AVE. SE ELEVATION = 547.94 SITE BENCHMARK: TACK AND BRASS WASHER IN LEAD MARKED "DMP INC #22962" IN THE CURB AT THE WESTERLY PROLONGATION OF THE LINE BETWEEN LOTS 15 AND 16 ELEVATION = 473.56 CURVE TABLE CURVE DELTA � 1 RADIUS LB4GTH C1 23'07'31" 51.00' 20,58' C2 80'59'27" 25.00' M.34' FINISH FLOOR NOTE RESIDENCES CONSTRUCTED ON LOTS 17 THROUGH 25, INCLUSIVE, AND LOT 31, MUST CONFORM TO THE MINIMUN FINISH FLOOR ELEVATION DEPICTED HEREON UNLESS OTHERWISE APPROVED BY KING 1~0o A= 16*26`25" / IZi L=20.371 N6 TRACT 'E' / 7;1 �8 • / / 6-07'S2'07" / \ L= 9.7IN 5' COUNTY DEPARTMENT OF DEVELOPMENT AND DETAIL "A' ENVIRONMENTAL SERVICES. SCAL- E6 1' = 0' LINE TABLE LINE I DIRECTION - LENGTH L1 No0°23'39"E 22.35' L2 N63°06'48"W 59.68' L3 N63°06'48"W 73.14' L4 N69'00'00"E 64.52' L5 N0o'23'39"E 21.48' L6 N87°58'50"W 20.01' SEE SHEETS 1 AND 2 OF 3 FOR ADDITIONAL NOTES DALEY-MORROW-RCSL ETE, INC., 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 k.' HONE: (253)333-2200 (FAX)333-2206 ' i SHEET 3OF3 t. ENGINEERING - SURVEYING LAND PLANNING , c'1¢Of(30t'4 ced 01477CONFP 31 AUG '06 z0 -04 �.; ,34o SY � o o � 1 Gc/Y �ti �s� �. L T •4 riw C wiTtt"CyE e6 G EG�4 S 9S�o%Z0/07 9 , do!" PORTIONLIOEJER-71-wl U'RuVE.- C"OD-NI'l T I 1 : , 1/4, Sec.14, T., p. 23 N., jRge. 5 E., A !V A A - &. In I t f f n portion Of lot 1, OL / 1 King Countyi,.Washington LEGAL DESCRIPTION KING COUNTY FINANCE DIVISION CEMIFICATE _ , a TRACT.1, BLOCK' ,M3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF I ,HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL 'OF PLATS,,,tAGE 91, IN KING COUNTY, WASHINGTON; ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS HE`NORTH 100 FEET OF THE WEST 270 FEET; CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED CEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF THE EASTERLY 70 FEET OF THE WEST 270 FEET ;`"AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL. AS'PER KING COUNTY ENGINEERS SUBDIVISION NUMBER 6846, RECORDED UNDER RECORDING NUMBER 9410250673; THIS---�--- - DAY OF ----------------.---------- - 20____. TOGETHER WITH TRACT 2, BLOCK 3� p�F J!I!D /G�tT dF cC_/f}Z/tl� FivE i4:G/�C21�C7`1' sJj r DEDICATION —_ -- -------------------------- `MANAGER, KING COUNTY FINANCE DIVISION KNOW-ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE 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 PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS: SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS 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 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 MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY 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 SUBDIVISION TO HAVE BEEN CAUSED; BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS 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: ;LAKERIDQE DEVELOPMENT,, Inc A WASH INGTO' N'_GORPORATION , BY: WM. WAYNE ;. JONES, JR. PRESIDENT -------------------------------- U.S. 'BANK' N.A. BY: ACKNOWLEDWENTS STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ____ WM•_W_AY_N_E_ JONES JR. SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ___PRESIDENT __OF _1AKERIQQE I LOPMENT,t Inc.TO BE THE FREE AND VOLUNTARY ACT OF -SUCH PARTY FOR THE_U$ES AND -PURPOSES- MENTIONED-IR-THE=-IMSTRUME. DATED (SIGNATURE) TITLE (SEAL OR STAMP) MY APPOINTMENT EXPIRES ^67A 'E 10(5vp 566 STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ---------------------------- SIGNED THIS INSTRUMENT, ON OATH STATED THAT _HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE_____________OF ....... U.S. _B_A_N_K_N.A. -------- TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED INTHE INSTRUMENT. DATED (SEAL OR STAMP) (SIGNATURE) TITLE MY APPOINTMENT EXPIRES APPROVALS 3 DEPARTNJENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED 'AND APPROVED THIS ------- DAY OF _-_---._..__._-----_-_ -_--------------------------------- DEVELOPMENT ENGINEER EXAMINED., -AND APPROVED THIS ------- DAY OF DIVISION =DIRECTOR, LAND USE SERVICES DIVISION KING COUNT`f -COUNQ1 „EXAMINED :AND APPROVED THIS ------- DAY OF , 20____ --- ---------------------------- DEPUTY -ii NOTES : 1 ..,_. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. 1N 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. PACIFIC -.,NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. .623423,;, DATED MAY 16, 2006, WAS RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS SUBDIVISION, WHICH ACCORDING TO SAID PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. A =VENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY ENGINEER SUBDIVISION #APPLICATION No...6846 REC,- No :.9410250673, . B TERMS,;ANO CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605., C `TERMS�AND -CONDITIONS OF TOR CERTIFICATE #76, REC. No. 2004062300159 NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE. 3 TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT. --CORNERS IS BY RADIAL SURVEY PROCEDURE WITH INDEPENDENT MEASUREMENTS. 4, REAR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR AND YELLOW PLASTIC CAPS MARKED "DMP INC. PLS 22962 UNLESS OTHERWISE SHOWN HEREON. THE STREETWARD PROLONGATION OF TFIE LOT AND TRACT'80UNDARY LINES ABUTTING STREETS WILL BE REFERENCED WITH A TACK AND BRASS WASHER IN LEAD MARKED "DMP'INC #22962" IN THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. 5 ' THE HOMEOWNERS ASSOCIATION AS CITED HEREIN IS TI-I-;,.LIBERTY-- GROVE _HOMEOWNERS ASSOCIATION KTHE ARTICLES OF INCORPORATION ARE ON FILE WITH THE SECRETARY OF STATE OF THE `STATE' OF WASHINGTON. 6 CT "q" IS A PRIVATE TRACT FOR RECREATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT. E6% , O. ERSHIP OF A LOT IN THIS PLAT (LOTS 1 THROUGH 36, INCLUSIVE) INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP I�TEREST IN TRACT "A". THE LIBERTY GROVE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE AINTENANCE .OF TRACT "A". SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT "A", THEN THE LQT -,OWNE�S OF LOTS 1 THROUGH 36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. 7 TRACT "13y, A STORM DRAINAGE TRACT, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS r � Tk3AG C,=,A-.SENSI_TLVF-AREA TRAGr -HEREIN-DFDLCATEQ_AND-_GOALVE_YED TD- ALL-T1~+E-LO-T-O-. U- S-1N THI` - PLAT EACIQWNERSHIP OF A LOT IN THIS PLAT (LOTS 1 THROUGH 36, INCLUSIVE) INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP T IN TRACT "C". THE LIBERTY GROVE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE 1MAIbVTENANCE OF TRACT "C". SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT "C", THEN ,THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. SEERESTRICTIONS FOR S'ENSI_TIVE-A REA TRACTS AND SENSITIVE AREAS AND BUFFERS NOTE ON SHEET 2 OF 3. ,TRACT "D" IS A� iNt-USE DRIVEWAY TRACT FOR INGRESS, EGRESS,-.PRIVATE>DRAINAGE AND UTILITIES FOR THE BENEFIT F ;THE -OWNERS OF LOTS 22 AND .23. OWNERSHIP OF LOTS 22 AND 23 OF THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED WNERSHIP INTEREST IN TRACT_"D"_AND_.AN :EQVAL_AND UNDIVIDED RESPONSIBILITY FOR..THE._MAINTENANCE OF SAID TRACT.. ' IS ANOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, .:PRIVATE ,DRAINAGE AND UTILITIES FOR THE E OWNERS OF :,LQTS ;_18, ;AND 19. ; OWNERSHIP OF LOTS 18 AND 19 OF THIS PLAT INCLUDES AN EQUAL AND Y11. = THE KING COUNTY DRAINAGE EASEMENTS SHOWA�S = ON SHEET 3 OF 3 ARE HEREBY DEDICATED AND CONVEYED JO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. : PRIVATE SEWER EASEMENT DEPICTED ON LOTS 2, 3 AND 4, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED OWNERS OF ADJOINING TAX PARCELS 145750-0086, 145750-0087 AND 145750-0088, THEIR SUCCESSORS AND 4 FOOT SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE TON, ITS SUCCESSORS AND ASSIGNS. 14 THE ::TEN FOOT PRIVATE SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEICATED AND CONVEYED -_TO THE OWNERS OF LOT 18, THEIR SUCCESSORS AND ASSIGNS. 15. THE FIFTEEIVEC _.:4TER EASEMENT DEPICTED ON �0 S� 7, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO KING .COUNTY WAISTRICT No. 90, ITS SUCCESSORS AND ASSIGNS. 16 =`°THE ;PLANTER ISLANDS (IF ANY) WITHIN THE CUL-DE-SACS SHALL BE MAINTAINED BY THE ABUTTING LOT OWNERS OR .;THE HOMEOWNERS ASSOCIATION. 17 TTHE1 ROAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN No'-`P 4067 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DOES, 1.118. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNERS.,- 19 THE�SE7 TREES- WITHIN THIS SUBDIVISION SHALL BE OWNED AND MAINTAINED BY,_THE ABUTTING LOT OWNERS. IT L_ 1 V I I V V L.d 111! MOP% I ,a I HEREBY CERTIFY THAT THIS PLAT 07K, IBERTY4 GROVE CONTIGUOUS IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION , OF SECTION_ 14, TOWNSHIP_ QRTH, RANGE 5 ;EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY, HEREON, THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON 20----• THEE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING "R_ EGULATIONS. _----------------_,--_-_----_--- ATTEST: -----____-_.._.__ - - - - - - - - - - - - - CHAIRPERSON, KING COUNTY COUNCIL CLERK OF. THE COUNCIL KING COUNTY Q,FE�sRTMENT —QF'L ASSESSMENTS _EXAMINED AND APPROVED THIS ------- DAY OF --__---__ - , 20____- _-_--_ _.-------------- --------- .--_-_.._._._-__-_---_-__-_-____------_ KING -;.COUNTY ASSESSOR ''DEPUTY -KING COUNTY ASSESSOR ACCOUNT No.:::145750-0085 ,-0090 L. RECORDING CERTIFICATE;: RECORDING No ----------------------------------------- FILEDFOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS ,_,._.-_,.,___.__.___ DAY OF - , 2006, AT --.--- MINUTES PAST---__-_-_-M. AND RECORDED IN VOLUME. ___--.__. OF PLATS, PAGES --------__--, RECORDS OF KING COUNTY, WASHINGTON. PAUL E. MORROW P.L.S., CERTIFICATE No, 22962 _ DALEY-MORROW-POSLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON, 98002 �FAX253� 333-2200 333-2206 SEE SHEET 2 OR 3 FOR ADDITIONAL NOTES MANAGER; - -- - - -------- SUPERINTENDENT OF RECORDS D.D.E.S. FILE NO. L.03P0005 SHEET 1 OR 3 __--------- -------------- EY-MORROW-PDSLETE, INC. �wAsQp 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 ti�OE H/�wNL_!�,i,109E: (253)333-2200 (FAX)333-2206 g k o �r22962 ENGINEERING — SURVEYING LAND PLANNING A� LAND Incorporated EXPIRES: 04 APR '07 01477CONFP 25 MAY '06 er 05 sp. (it I ,,,�CL^( . C/a.pt-F� - you X4 4 }1 60.*f/vr To /e Ev/f (F rb �oT(:57 i4(,0 w/,k)G Cx 6MA1TI 61)( 1--o,e 011c (- UNIT 1/4 .Sec. 14,_,-Twp. 23 N.,-flge. 5 E.7 WoM. NE 1/4 SE 7 7; .,Being a replat Of lot 2mand a portion A. lot 1, CEDAR PARK FIVE ACRE TRACTS, 15/91 King County, Washington L6 K.C.S.C. PT. NO. 3744 "BROKEN" 3" BRASS DISK SIN CONC. *SURFACE 1 (VISITED MAY '06) to ,N W PUNCH IN 1-1/2" N , BRASS DISK CASE z g I VISITED MAY '06) !¢ "0 PIN IN LEAD IN 1" IRON PIPE rn z C14 IN o N87'55'20"W (ur)VISITED MAY '06) 270.j0 cc vi N87 e Y I 1 $ ;2 .08! O $ N' 2 3 Z 10 .° 1 GRAPHIC SCALE ( IN FEET ) 1 inch = 200_:ft. MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OR BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING N00'29'00"E y N�7°59'50"W 323.02' a6ti /Z p TACK IN CONC., I (VISITED MAY '06 HOUSE ADDRESSES THE .11011SE ADDRESS SYSTEM FOR IS PLAT SHALL BE AS FOLLOWS:{ T_ AQR E$SES SHALL BE ASSIGNE j=HE_,NORTH-SOUTH- ROADS- -WITHIN THE RANGE OF AND WITHIN THE RANGE l D. FOR, THE EAST WEST OA' p�(VIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN �"°lCCO DANCE WITH KING COU DE 16.08. MMATION PAYMENT SYSTEM, FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. I FIFTY PERCENT OF SCHOOL IMPACT FEES WERE PAID AT THE TIME OF FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY 7�- CODE 21 A.43.050. THE BALANCE OF THE ASSESSED FEE, S----------- PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED -TO THE. PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS No P--4087_ ON FILE WITH D.D.E.S. AND/OR THE KINGCOUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT :ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE. CASE qq �VCTS; A , B , D , D AND E ARE CONSIDERED TRACTS PURSUANT TO KCC 19A.04.330. A TRACT IS LAND RESERVED FOR SPECIFIED 'A t 'L „q ��USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY .FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. EASEMENT RESERVATIONS A RIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE LIBERTY GROVE HOMEOWNERS ASSOCIATION, T,S,OUND ENERGY COMPANY, QWEST COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTON - .I _ "COUNTY WATER DISTRICT #90 AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARALL WITH AND ADJOINING THE;.STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, ,CONDUIT, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER `PROPERTY WITH RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY, NO LINES OR WIRES FOR SAID UTILITIES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN A CONDUIT ATTACHED TO A BUILDING. KNG COUNTY DRAINAGE -EASEMENT AND ,COVENANT:; ;4LL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND. SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, 4MAINTAIN-ING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH „HAVE) "BEEN, FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE _RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY 'REAL -�ESTATE> ' rSERViC0S_ AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES_ SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE I LANDSCAPE M� INTENANCE SUCH A$ LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.;) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT: I PHIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL ==YVjTM==-THE LA!' 9' -AND--IS BINDING UPON --THE -OWNERS- OF SAID-PRIVATE-PROPER-T-Y-THEIR-HEMS,- SUCC`SSOI?S-AND-ASSIGNS. - -- - --=_PUBLIC DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT BE;PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND _ CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP . UNLESS OTHERWISE APPROVED BY KING COUNTY DDES OR ITS SUCCESSOR AGENCY. 10 PRIVATE DRAINAGE , EASEMENT, COVENANT I THE �OINNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT N AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER corn <WITH TNE: RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING`THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. N d� THE -OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES z'' CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY QEPARTM NT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS,. DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN -- D DRAINAGE EASEMENT. THIS -COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS I I I I , ' I I ' , I , I I , I I I + LEGEND I A (P) CEDAR PARK•FIVE ACRE TRACTS, VOL. 15/91 1il (M) MEASURED I �i (C) CALCULATED-' I7-1 3 I BRASS PIN IN CONC., I IN 2" IRON PIPE, IN CASE VISITED MAY '06) 14 1309.1123 jj�� N88'37'40"W N88 37'40"W 1308.52'(M) 1338.,40'(P) /K.C.S.C. PT. NO. 3764 ,1 ST ._ PUNCH IN 1/4 BRASS ROD rCONC., IN CASE SITED MAY 06) - h , w _ spiijig"I + �', "X" IN BRASS DISK IN CONC., IN CASE (VISITED MAY '06) ¢r� THE PRIVATE' DRAINAGE EASEMENT DEPICTED ON LOT 1, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 2, Z SUCCESSORS AND ASSIGNS. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS :4AND 5, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNE OF LOTS AND 6, THEIR SUCCESSORS AND ASSIGNS. ',,yam�' THE : •PRIVATE DRAINAGE EASEMENT DEPICTED ON W SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF�,LOTI$; R.,-SUCCESSORS AND ASSIGNS. THE; PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF AND 11, THEIR SUCCESSORS AND ASSIGNS. THE PRI1.VATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF 13 AND 14, THEIR SUCCESSORS AND ASSIGNS. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON TRACT "E", LOTS 17 AND .20 SHEET OF 3, IS l EREBY DEDICATED AND CONVEYED TO THE ,,� OF. LO;S 16 AND 17, THEIR SUCCESSORS AND ASSIGN 77 23 - TRC_ .THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 7t 7 :OR GH1 0, INCLUSIVE; HET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO OWNER OF.LOTS,18 ;THRIttGN.;_22, ;INCLUSIVE, THEIR SUCCESSORS AND`ASSIGNS. THE PRIVATE _DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF 24 AND `25, -THEIR SUCCESSORS AND ASSIGNS. /a, ;DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC :HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION 9F PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, -TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE ` ACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING _COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT I 'ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN ,PLACE- UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL, 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. E .- M -- DALEY-MORROW-POSLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 O O � r s ?F 22962 �,o maw ir ENGINEERING _ SURVEYING sip4,AG/ S T E'R S� LAND PLANNING a1►Q lncorporat®d EXPIRES: 04 APR '07 01477CONFP 25 MAY '06 %�DD✓1 { �11 s era -' ., . u.r. �i�'f x` -s,'.. .. .. .. ,_, ,../ 1 -•pv:�•/ r�(:'�.� - ry F e i ..,4o,.: ., .., �,.. :, , ,, .�.. , �, �t� -_ N �1JS �. _ d .. � _.. �� .� � die ,�:(3. -�--� E y�. , Ncs ram. fir. R� Fxr�w� ��..: Y ,r�, _.... - Ems: , ,�'c �t �vs iF4-- y 3� n Ca !U' T� �v1.�,., U _� 4 !'R-l.�;D�t�._.:...�.� �;�,z� �, �..�=h, _�:.�r,�� • .� F �„ 3- / i�D DrVE rk6RE /�Ewc�fG��2k - o�s�-s", �E.�/��PS �} ' .. s c; rux�,cF r� .�7Sc/Zi/3F LaCtfrr"aov��c� r�, &'m 9(2--%2cvrj'c c-Uv-u•c- 0)a4':>, s'a 7 a't i1 �S fciK�c�� a Cv�-�e �rcce wC v9r� �, See �t/c�r 2� /irce of i eK.r/o�rJ �ravedcd, /`p e of s c C 0 Z (0, S6 f -Gta -f< tie y+ �e r e �'(F r19e Y»2-eAD``)o7t'"'K7/ . __1. _. Umb"Enom"T vi GO` RUVE U` PORTION uFk a N8`E 1/4, SE 1/, Sec. 14, T ° 23 a, a a, W.M. Beingreplat of lot 2 and a portion of 1®t 1, CEDAR PARK FIVETRACTS, Vol. 15/ ,1 King County, Washington of r —----_._ _ — SE 136TH $j �V4 TACK IN CONC., PIN IN LEAD ---_ - N87'S8'S_ Ow 653.13' a IN CASE I CASE s ��(VISITED MAY '06) IN 1" IRON PIPE 503.07' _ "`-' - t VISITED MAY '06) / _ 156.06' _ FDICATED TO -THE PUBLIC ¢62 �S71, 323.®2'' , ON THE RECORDING M 30 O' 90 00' i OF THIS PLAT6G C' p158'66 4/ + ss 66 n - 50. 02 - G� op r'° r , /ii 4 88 22,29 , v G o Q- o 5 / a R=25:00 Lr9137 o .� r � Q off/ � �� G�' ��b ,�i � L=38:56':... i R 25:00 P-I 2�P�,f , 7•5' 20' 20� NL+ 39:-98©=88.22,29 a' 5. jl PRIVATE SEWER EASEMENT ,�P p��' r�� * * t L =38 56LO �1? i 5 DRAIN GE EASEMENT SEE .NOTE 12 ".- N +=TRACT A N89'36'21cry O h REC. No. 9802241785 SHEET 1 OF,:3 -: .- ,� ;. RECREATION SPACE r, V , 100 00 ../ \ 7 5, t/� SEE NOTE 6 o r� \ 'j�$J�'Jr$'S0� ' A \ `°`f f SHEET 1 OF 3 200.08 `N0�'2rJ'2E° - - s w 55.02, - �- 55 02 y- 30.01' / 300 --- N87° f , _� i d 7003::' , ,ter 7'S8'S0'tiN1,83.02' ` N z = r N89`36'21'Wa. I.� $ 1.z N w I N 25 01', 55.02'r 5 2,_ 4. - W v 100.00' o $ Q, I ,n 4,02 ,id 62.98 �` 50 '; r 84 24'11" Z N c 3 N ;N 5' �i Q rn OI. 0 I l: ` _., • 13 w R= .00 rr o0 in o w.. I fi5, w o co� a u7 N t!) L38 57 Iw ,I w' r-.► O :V t!?..� J ✓ �' tn. jI Ik CV. 3 cv J1c tn_ nI 35 71, I "I� z M M m S� - • `t i c d.l •-• 'd M , _ z. _ ;y o. o "_ o cv - "' N 89'36' 21 » W �- t =y _- ```II N O N ,a I ffjl = Q� r� to I .� , . =-., t5 � ► tV o' - 5 CO ;V M $. i 4 f 23 7:1:-rn I �,, I II z mlco o_ I o I Oar O' I� O �. a Q N 0 00 $ �� z Co z- N s 5� _ IzI z-91'37. 131" I z° ✓ p-o 12 o I Ns7*Ss'5o"w,?43.sz - �� y tis 4-15 51 38� 9• ~� b"27.68 = 5 I:(r F R=25 0Q' _ b ' 3, _ 5, 39.98' G" w w '� n n., cr •o, u� 120 "?9y: Rsl 27 29 31 L =59 . p0* 20 60 t 37 31 ' I N89'36'21 I _ , 27.60' 'o _ / g0, NS �3j:t3'`; 0� T ---- - _ _ 276.46' N 1 L3 M 9.i 1.00.00, � y — v oo w �� °� r-�f 0»w 6.89' _ of I 2 4 `� r L--39.97. tL:n:_ N8 8, t d.t z l o o N..L6 NW -- 35s to , 11 11 Nh o 1„w w w 15' ao_ c`av d J M N` rn J! 15 89'36 2_ +r) I ra • m§ w M °° 00 _. oo II cV r r� r h •dM� r>W N `V 10j1 100. 001' 1; w Uj 1 Z ( Q J IL ;II N d- MM l lr. !'� 4J O I \y I rn Q i"'Lo a? 55.00. = f ;. . r: _. tt=o.;in° co:. o N NI 1 " II 'tl N o oh o U m r 0 N. O Q J, !-i. N cO 'tf� O 0D 40 H N = - Q ,,, ,_ , - . O- ,` O;! 2�. ; N _CO M r�•.< p o W 3 wJ110.00 a C>- 0" N89 34 9 ;a o o N o II - M LO s0. . r� N �lZf4/fti CSl�7 f n,- 00 { z ,� I �, �.�-. �.� , N8758: : , v !- , ,,.f . / ,�/Ti r--.� ,� i •� � 0 o 3fi ^ :, a Z °° ,,yg 5302 �f,� N .7 �8.50 WX 90 20' sr 87'58' 0°'_w « - - W ° Q ;v.f �2e�9y7� L5 I 1345�� , N _ ti zzw O� ' S - o�lmg , 31��-85.2�1 -`� t I �. , I , z o a rog` oR=2500, �� u� 20 _20 I N89 36 21 W w » z- t, �( W N89 34 39tiW 1.5 `S 100.00' v, o ,a I 2 0- ,^� 2��- �r� ism 0D. 15 I. , _' ti 9 (� 110.00 a �� S I•, 5 17cL x 01 o W ft A ti 16. ti .r p of 10 WE SER EASEMENT`0 00 c g S 1�¢ � o/ lro:'F „ D� CQ' Z p. i ,t1►,- SEE`_NOTE .13 � w cn T k bT. �, » 2 - 4 7r a L�- 29.49 43. O 0 ET 1 OF 3 fl N .-143.03 42 E o - HE 71 1 p' L 26.55' a �a�3 O a, �P M g t 43 N89'3fi'21 "W- �► '" off,,; 33.64 -1 N0'r - o,.•t =o "' a �r��' 0a z ! 3 ' = N35'41'16''W P-_ �� 1 3 - o TRAddT B' N27'49'20"E'. \ 11F5 jj S�'o�% �' 14',-______ - Q z 00.0 104 I STORM, DRAINAGE " 35';-3 og w 2069 /=31'24'19"= Fti SEE DETAtL » - ' " b v =sEE NOTE z _ _ L� 209 �07 fMi .� ti L1 2810 36 MiP' r SHEET 1-OF:--3'27,95 - O�� THIS SHEET I/ R=-71.00 k -•-+ - �./ R 25.00Y: _~ 9, 01=1=34. o a o , L ,_9'42' gQ 5 TRACi'' �� '�' h L\:. rn Q -N15 02 09;: W =m \ ,�G. o J , - 0 JOI I USE--;.DRL_ lvV y-. rnOry. �O/ 39 07 1 •Q0� Act=: �; '� SEE NOTE°1(� �/ fix, `63 , �`�� ions ° I .= ,� _ SHEET 1 OF _3� �` / _ 2 ° p6. I . Z,mo ��, a_ � z� .=TRACT°= C ..� - � \ - N �P/ SENSITIVE AREA Ft 25 0�, 1� "� ' r 'C <3 ;- yY7 `r�F ¢ o �/ SHEET NOTE 83 L=26:55_,;E � 2r. W cv N271018„E 3 �Z7 r 3 �� ,� - 3� .S8 61 13 i v, � I 33.54' e�2s, ao o N o, M `n3S ;7 `�s' 10' L ¢ Z 'ter Ni O �3 6_90 39'04„�. °' Y" / y-- 1 .�� :- •Q �j T . R 25 0 0 r� . , r) cv r; oo � w 18 3 w o # .. 0 N26 56 27 E: N -" N1_4.'S1=06 W N_6:3 28.46 W , » o .-,:.. 19.72' 11..62'N11 0+ rx �_. M N01.50 47.E i .goo YR , �� aiN01 50'.47»E 70�3 0 /�ti, �` t�uFF rq� a' ;y z w ao ��755 5% , F100D 'PLAN _ _= 47 / /��x rt w 30.01' __-__ ,_ ___-- EL=461.'3t - Z — g I ? F C�,� _ - t� &1 1.54, 0 -.:;.: 0, .�.,`82'.96/rt. r.�� }.�,r�e--•.z.� Ni I �' �soo2 az' :ko 02� 1. - , 3�` b 30' & FENCE E 01 30. RE PARK ''FIVE CRE TR 30 ti- I` ,CEDAR P o rJ �0� ACc��Y P2/6/� _ VOI�. 1 5/91 ��2 I SrGw�tTj!SCS , , j1 a,A j i r I FoX 0UA- eGvcoc-,. t rf s Lam- 'et — GRAPHIC SCALE VERTICAL DATUM: 50 0 25 50 100 CITY OF RENTON NAVD 88 ( IN FEET) BENCHMARK: 1 inch = 50 ft. CURVE TABLE CURVE C1 DELTA 23°07'31" RADIUS 5100'` LENGTH 20:58' C2 . _ 9' 9';2-7 _25 00_ 35.34' - k COTY OF RENTON BENCH No. 2103 _ EN BRASS SURFACE DISK ON 70 LEGEND CONC. STREET SURFACE, FLUSH. LOCATED AT THE CONSTRUCTED INTERSECTION ® KING COUNTY STANDARD MONUMENT (TO BE SET) OF SE 128TH ST. AND 156TH AVE. SE -.` tq �" -1107-6 : 6WOC—u1eC—S C6N.STKU9I�D�.an/ ELEVATION = 547.94 I G o7-s 17 o Aj COT 3 l A 16°26'25" L= 20.37' =. TRACT =°E" Q, I 20 r}2�s L-07'52'07" \ L=9 75 i BSBL BUILDING SETBACK LINE - ?-1'�,: KING COUNTY DRAINAGE EASEMENT ram` �� /�IVfT CGI I`0� ram/ V ®® DUA_�+ SEE NOTE 11 SHEET 1 4F 3 �p 0%p ' 000/Z CEVI�T/0� /ND/C�iT(5O I I /.dVeD SCALE: 1 =20 - PR) VATl: DRA)NAGE;,EASEMENT,,SEE � . �' /fC-%Z`CO rJ �/I�C-ST orr�eKwrsf'/' SHEET 2 OF I3AGE EASEMENT'NOTES �f0 21 � `r' k/�1G COUNTi SESHEETS 1 AND ® 3 R ADDITIONAL NOTES LOT AND TRACT : CORNERS TO -BESET AS t� Mop DALEY-MORROW-POBLET"E, INC. 726 AUBURN WAY NORTH DESCRIBED IN NOTE 4, SHEET 1 OF"3 -�� i�'�Q DOE S` AUBURN, WASHINGTON 98002 �y ti PHONE: (253)333-2200 (FAX)333--2206 4 22962Lk p J� /�P�p/� p� t� \ D. .�. �'� ®. ��J67i V®�� SHEET 3 OF 3 r, 2 � s , D � � EXPIRES: 44 APR '07 y5. 2C r�.oa �r LINE TABLE LINE DIRECTION LENGTH .L1 N00'23'39"E 22,35', L2=, N_63°06'0,' ,.; 59,,68.1 L3 . N63'061487W 13.14',. L4_.; N69*00'00'E ` f�`64.5f ; L5 N00'23'39'-'Er' 2148'' L6- N87'58'50'2W .=`20 01''. A C-1) _, -- -8-o r LEGAL DESCRIPTION :: KING COUNTY FINANCE DIVISION CERTTICATE 1R,ACT,,1, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL OF PLATS; PAGE 91, IN KING COUNTY, WASHINGTON; ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS EXCEPT THE;'NORTH 100 FEET OF THE WEST 270 FEET; CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED -AND'-EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF THE EASTERLY 70 FEET OF THE WEST 270 FEET AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL. AS PER KING COUNTY ENGINEERS SUBDIVISION NUMBER 6846, RECORDED UNDER RECORDING NUMBER 9410250673; TOGETHER WITH LO NG COUNTY BOUNDARY LINE ADJUSTMENT No' L06L0087, RECORDED UNDER RECORDING iUMBER200611 90002. )EDICATM 9 00 0o Z KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE 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 PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS 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 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 MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN .CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. r FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY 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 SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS 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: LAKERiDGE DEVELOPMENT, Inc.----_-__-_.--- U.S. BANK N.A. A WASHINGTON CORPORATION BY: BY: WM. WAYNE JWNES, JR., PRESIDENT ACKWWLEDCMENM STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ___...W�•_WAYNE JONES, JR., SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO -EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ___PRESIDENT -_OF _LAKERIDGE DEVELQPMENL inc.__ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY -FOR -THE USES AND "PURPOSES MENTIONED IN -THE INSTRUMENT. DATED (SIGNATURE) TITLE (SEAL OR STAMP) MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _., --_---___.______________ SIGNED THIS INSTRUMENT, ON OATH STATED THAT _HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _____________OF ....... U.S. BANK `N.A_ ______ __ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT DATED (SEAL OR STAMP) EXAMINED ..AND APPROVED THIS ------ DAY OF (SIGNATURE) TITLE MY APPOINTMENT EXPIRES DEVELOPMENT ENGINEER EXAMINED AND APPROVED THIS ------- DAY OF -------- _------------- --- DIVISION DfRECTOR, LAND USE SERVICES DIVISION KING QOUNTY 90UNCI� EXAMINED AND APPROVED THIS DAY OF ------_.-_ ------- --__�_ �_ _--------_.._.------------ ATTEST: _------- CHA_ IRPERSON, KING COUNTY COUNCIL CLERK OF THE COUNCIL , 20____ , 20_--- KING COUNTY 12EPABI-,SENT Off' ASSESSMENTS EXAMINED AND APPROVED THIS ------ DAY OF -------- _------- _-._ ---- , 20____• __-- - --- KING COUNTY ASSESSOR __ -- DEPUTY KING COUNTY ASSESSOR �� PARCEL NUMBERS: 145750-0085, -0090 THIS------- DAY OF MANAGER, KING COUNTY FINANCE DIVISION DEPUTY , 20____. NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. :AN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 42 .,_.,PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2066 -AND SUPPLEMENTAL REPORT #1 THEREOF, DATED DECEMBER 14, 2006, WERE RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS SUBDIVISION, WHICH ACCORDING TO SAID PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. A. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY ENGINEER SUBDIVISION APPLICATION No. 6846, REC. No. 9410250673, B.:.TERMS. AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. C TERMS AND CONDITIONS OF TOR CERTIFICATE #76, REC. No. 20040623001597. D. COVENANTS, .CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY BOUNDARY LINE ADJUSTMENT No: 1_061_0087,="REC. No. 20061102900002. E-DECLARATION OF COVENANTS AND ANEXXATTON AGREEMENT, REC, No. 20061204000527. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE. ^3 TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF iLOT CORNERS IS BY RADIAL SURVEY PROCEDURE WITH INDEPENDENT MEASUREMENTS. 4.N714'REAR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR AND YELLOW PLASTIC CAPS MARKED "DMP INC. PLS 22962", UNLESS OTHERWISE SHOWN HEREON. THE STREETWARD PROLONGATION OF THE LOT AND =TRACT ;BOUNDARY LINES ABUTTING STREETS WILL BE REFERENCED WITH A TACK AND BRASS WASHER IN LEAD MARKED "DMP INC #22962" IN THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. 5 THE _HOMEOWNERS ASSOCIATION AS CITED HEREIN IS THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. €THE'AI3TICLES OF INCORPORATION ARE ON FILE WITH THE SECRETARY OF STATE OF THE STATE OF WASHINGTON. 6 ,TRACT '"A" IS A PRIVATE TRACT FOR RECREATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND IS HEREBYI-DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. SAID ASSOCIATION :.SHALL` BE .RESPONSIBLE FOR THE -MAINTENANCE OF TRACT "A". ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, TRACT "A" �S� DESIGNATED AS "COMMON PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING RESPONSIBLE -FOR'Q±N 'EQUAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVIDED SHARE SHALL BE REFLECTED ON THE TAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR ALL OTHER FEE ASSESSMENTS APPURTENANT TO TRACT "A". SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT I , =QR ;PROVIDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE <EQUATR,XC ESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ALL APPURTENANT FEES. xk 7 ;TRACT "B", A STORM DRAINAGE TRACT, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS SAND ASSIGNS. 8 ' ,`,TRACT "C", A SENSITIVE AREA TRACT, IS HEREBY DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS `HOMEOWNERS ASSOCIATION. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF `THE USES OF SAID TRACT ALONG WITH NECCESSARY MAINTANENCE. ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, ' TRACT :"C" IS DESIGNATED AS "COMMON PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING RESPONSIBLE FOR AN EQUAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVIDED SHARE SHALL I BE REFLECTED ON THE TAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR I ALL' OTHER FEE ASSESSMENTS APPURTENANT TO TRACT "C". SHOULD THE ASSOCIATION FAIL TO PROPERLY MAINTAIN � TRACT "C", OR PROVIDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL C ,BE -,,,EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ALL APPURTENANT FEES, A FIFTEEN FOOT ACCESS EASEMENT' OVER AND ACROSS THE WEST FIFTEEN FEET OF LOT 31 IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY GROVE -°CONTIGUOUS HOMEOWNERS ASSOCIATION FOR THE MAINTANENCE AND MONOTORING OF TRACT "C". ALSO SEE :RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS NOTE ON SHEET 2 OF 3. i.9 *TRACT "D" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR jH'E BENEFIT OF THE OWNERS OF LOTS 22 AND 23. OWNERSHIP OF LOTS 22 AND 23 OF THIS PLAT INCLUDES AN EQUAL SAND_ UNDIVIDED OWNERSHIP INTEREST IN TRACT "D" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE rOF .SAID: TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. 10 TRAC.T "E" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR kTHE'BENEFIT OF THE OWNERS OF LOTS 18 AND 19, OWNERSHIP OF LOTS 18 AND 19 OF THIS PLAT INCLUDES AN EQUAL ANp :.UNDIVIDED OWNERSHIP INTEREST IN TRACT "E" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE '<OF SAID 'TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. 11 THE KING COUNTY DRAINAGE EASEMENTS SHOWN AS ® ON SHEET 3 OF 3 ARE HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. 41 5T2 n, THE,,PRIVATE SEWER EASEMENT DEPICTED ON LOTS 2, 3 AND 4, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED t,10 TO THE, OWNERS OF ADJOINING TAX PARCELS 145750-0086, 145750--0087 AND 145750-0088, ALSO KNOWN AS LOTS "A", ;i8OF THAT CERTAIN DRAINFIELD EASEMENT RECORDED UNDER RECORDING No. 95012010732, THEIR SUCCESSORS AND ,-ASSIGNS. �13 . THE °TEN FOOT SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE ?lCITY OF RENTON, ITS SUCCESSORS AND ASSIGNS. g'I14-:THE,7EN FOOT PRIVATE SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEICATED AND CONVEYED ITO TNE.'OWNERS OF LOT 18, THEIR SUCCESSORS AND ASSIGNS. FIFTEEN FOOT WATER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO KiNG,,C0UN1Y WATER DISTRICT No. 90, ITS SUCCESSORS AND ASSIGNS. '16 ` THE PLANTER ISLANDS (IF ANY) WITHIN THE CUL-DE-SACS SHALL BE MAINTAINED BY THE ABUTTING LOT OWNERS j.OR TT E HOMEOWNERS ASSOCIATION. 17 , _TIE ROAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN- No P-4087 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 DOES, ,18.' ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNERS. 19 THE STREET TREES WITHIN THIS SUBDIVISION SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS UNLESS KING COUNTY HAS ADOPTED A MAINTENANCE PROGRAM, '20. THE .POWER 'EASEMENT DEPICTED ON LOT 9, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO PUGET SOUND ENERGY, ITS SUCCESSORS AND ASSIGNS. LAND SURVEYOR'S CERTIFICATE I HEREBY 'CERTIFY THAT THIS PLAT OF LIBERTY GROVE CONTIGUOUS IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON, THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS `CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. PAUL E. MORROW P.L.S., CERTIFICATE No. 22962 DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON, 98002 253 333-2200 FAX 333-2206 RECORDING CERTIFICATE RECORDING No.________________.-__._._.-------------_.-.__ FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS __._.-_--.._,_---- DAY OF ___ _ _ _ , 2006, AT _ -- MINUTES PAST _------_-.M. AND RECORDED IN VOLUME _------- OF PLATS, PAGES _..._-----_----, RECORDS OF KING COUNTY, WASHINGTON. D_lYL$ ON QF RECQfRD5 AN IqNS __,_._------------------- �'--- _SUPERIN________TENDEN__T_MOF _________-RECORDS - - - - - - - - MANAGER D,D.E.. FILE No. L03P0005 SHEET 1 OF 3 V L. o 62 Nq L L pN0 EXPIRES: 04 APR '07 SEE SYEET 2 OF 3 FOR ADDITIONAL, NOTES (-MORROW-POELETE, INC. tad 4`�26 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 < i ENGINEERING - SURVEYING LAN® PLANNING incorporated 01477CONFP 02 JAN '07 ,e ej) - I - GRAPHIC SCALE -THE HOUSE ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: 200 0 100 200 400 ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE OF 13600 TO 13799 AND WITHIN THE RANGE OF 16000 TO 1,6099FOR THE EAST WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN 'ACOQRDANCE WITH KING COUNTY CODE 16.08. ( IN FEET) M GAiION PAYMENT SYSTEM 2 inch = 200 ft. K.C.S C. PT: NO. 3744 ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. "BROKEN" '3" BRASS DISK MERIDIAN: IN CONC. ® SURFACE WASHINGTON STATE PLANE NORTH ZONE SCHOOL IMPACT FEES (VISITED MAY 06) HPON, STATE PER NORTH SCHOOL FEES FOR LOTS 2 THROUGH �A FIFTY PERCENT OF THE SCHOOL IMPACT FEES WERE PAID AT THE TIME FINAL PLAT APPROVAL IN ACCORDANCE WITH KING i C3 BASIS' OF BEARINGS: COUNTY CODE 21 A.43.050. THE BALANCE OF THE ASSESSED FEE, 2, 37.5 ER LOTI TOGETHER WITH THE CURRENT `r THE NORTH/SOUTH CENTER LINE OF ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PE ANCE. ' (p 'N SECTION SEC. 14, T-23N, R-5E, W.M. SCHOOL FEES FOR LOTK 1 &-OIc ok Iw PUNCH.JN 1-1/2" BEARING N00'29'00"E RESIDENTIAL UNITS WERE EXISTING PRIOR TO THE DEVELOPMENT OF THIS SUBDIV SION IF THE ISSUANCE OF A NEW BUILDING V) , 00 BRASS DISK IN , CASE z T (VISITED MAY '06) b0 �iz PIN IN .LEAD I¢ 0° Co IN 1" IRON PIPE to o IN 'CASE N87'S5'20"yy (VISITED MAY '06) 2 SE �-_._._ _ p N87 58 F - 1306.89' 593.12' ; 59 m I 100.04 N8758150'1N. o� �' L2 i 2 w Cq to 3 4. 5 Z I ,O I'N 'N �O 0 ,z N00 25'2 "E 520.&_7- 1 I O�O M� N Qj CVO N P01 z� ,Til I 6` N SAID LOT SHALL FOR LOT 1 8 EXEMPT FROM OCCURS ON PAYMENT OFTTHE/SCHOOL 08, IMP EE YEARS EEFATHERISSUAN CERING PLAN OF A NEWABUILD BUILDING APPROVAL), OR SAID LOT OCCURS AFTER 6/15/08, THEN THE FULL ASSESSED FEE, 5,115.0 PER LOT, TETHER WITH THE CURRENT ADMINISTRATIVE (� FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUA EE K.C. COD 21A.43.070.A2. N87°58'50"W v ROOF DflWNSP® � (/3G, 0 0 T: 323,02' 13'' ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED p TACK IN '06)) CONC.; CAE TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS N6, :P-4087 ON FILE WITH D.D.E.S. AND/OR T(VISITED--MAY THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL w 9 ' CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT MAC T'A* ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED Al THE TIME OF THE BUILDING PERMIT AND IQ �. SHALL COMPLY WITH PLANS ON FILE. ++' TRACT NOTE: 8 TRACTS "A", N"B", "C% -"D" AND "E" ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330. A "TRACT" IS LAND RESERVED FOR SPECIFIED �- 12 ' V MUSES `INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. 30 291281 2 1 1 am 31 25 2fi 1 24 S®°Ei RE 13 cm 14 15 16 0 air N8i48'�9"W 255.58'--� N8738'20'W N8706391W 182.W F- "� U a Q 0 BIC!1;i*Q1 1►��" S (P) CEDAR PARK FIVE ACRE TRACTS, i VOL. 15/91 (M) MEASURED i i(C) CALCULATED i I I I I i + I ' BRASS PIN IN CONC., " „ I IN 2" IRON PIPE, IN CASE14 I X IN BRASS DISK 1 (VISITED MAY '06) ! (NASE VISITTED MAY ' IN 06) 1309.1 8 37'40"W o _._._..__..__.._...-� 654_26' _ � 654.26`�14 13 23 _ N88'3T40"W 1308.52'(M) ,1338.40'(P) �} 24 /C.S.C. PT. NO 3764 SE 144TH ST. PUNCH IN,.1/4" BRASS ROD IN CONC:;`IN CASE (VISITED MAY '06) E: REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006.AND SUPPLEMENTAL REPORT ##1 THEREOF DATED DECEMBER 14, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. TE yEASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE LIBERTY GROVE .CONTIGUOUS HOMEOWNERS ASSOCIATION, PUGET SOUND COMPANY, QWEST COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTON, KING COUNTY WATER ##90 AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING EET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, ,;_CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER FY WITH RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. ASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE NO LINES OR WIRES FOR SAID UTILITIES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE ROUND OR IN A CONDUIT ATTACHED TO A BUILDING. NNU C VUN I T LnV-kINAi CAbr_Mr_N I ANV L. VMNAN 1 ;ALL :DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A 'POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM z -°q _Q SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE ;BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE''RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY REAL ESTATE .SERVICES, AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES . SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE '`LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, :.ETC.,) -OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. ,_THIS -EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN :WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. ,STRUCTURES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL `NOT IBE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND ,CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS `OTHERWISE APPROVED BY KING COUNTY DDES OR ITS SUCCESSOR AGENCY. v PRNATE DRAINAGE EASEMENT COVENANT THE. OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT Aivv %vivvcY TO KING COUNTY, A POLITICAL SUBDIVISION OF T'HE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO 'CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF `OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. 1 `ryTHE-OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES f CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY I :DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR. ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED W17HIN SAID DRAINAGE EASEMENT. iTHIS'�COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS, 1 THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 1, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 2, THEIR ;SUCCESSORS AND ASSIGNS. 2 THE4 PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 4 AND 5, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS THEIR SUCCESSORS AND ASSIGNS. :3 THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 8, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 7, FTHEIR ;SUCCESSORS AND ASSIGNS, 4 TH,E PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF TO' AND AND 11, THEIR SUCCESSORS AND ASSIGNS. <,5 THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF .�LOTSl,13 AND 14, THEIR SUCCESSORS AND ASSIGNS. 6 `THE PRIVATE DRAINAGE EASEMENT DEPICTED ON TRACT "E", LOTS 17 AND 20, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER. OF LOTS 16 AND 17, THEIR SUCCESSORS AND ASSIGNS. 7 'THE'PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 18 THROUGH 23, INCLUSIVE, AND TRACT "C", SHEET 3 OF 3, IS HEREBY DEDICATED `AND''CONVEYED TO THE OWNER OF LOTS 18 THRIUGH 22, INCLUSIVE, THEIR SUCCESSORS AND ASSIGNS. 8. THE, -PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS24 AND 25, THEIR SUCCESSORS AND ASSIGNS. _ 9. THE _PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 28, 29, 30 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER ,.OF LOTS 2T, `28, 29, 30 AND 32, THEIR SUCCESSORS AND ASSIGNS. 10.,�-THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 33 AND 34, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 34 AND 35, THEIR SUCCESSORS AND ASSIGNS. RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND SUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF 7PLANT,AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE. AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING 'COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE ,FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY_ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE`UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. SEE _SHEET 1 OF 3 FOR ADDITIONAL NOTRE [4 0 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. SHEET 2 OF 3 /P C b -4-- /-g-O7 LIBERTY GROVE CONTIGUOUS A PORTION OF NE 1/4, SE 1/4, Sec. 14, Twp. 23 N., Rge. 5 E.7 W.M. Being a replat of +.. portion 1 King County, Washington PIN IN LEAD IN 1" IRON PIPE IN CASE (VISITED MAY '06) ! I 30' i _ SE 1367H ST.S8'50"W N87•653.13' `503.0T ` - 0 o' 90 00' �v �� PSG o`er o�� o. 158:66' �00 O �, O o�� + tp RIVATE SEWER EASEMENT �P pc2 O t1� LT' 12 `` a O t f 5' DRAINAGE EASEM REC. No. 9802241785 F 387°58'50"W 20N00°25'21'E ' 25.00' --.�' t }� 55.02 .- / 3:00, / N57'14'05"W i5' i________ _ _____ N37°J$'S0'V� 29.60' - W j DEDICATED TO THE PUBLIC USE FOR ROAD PURPOSES UPON THE TACK IN CONC., RECORDING OF THIS PLAT IN CASE (VISITED MAY '06) 150:06'" i N 323.02' C-4 68.66' 50.02' " n A-=88'22'29" R-25.00 VA.00' I " 92,2 w l 98 20' 20' p8 >zNR=25.0^ 0L=38.56, ,29 r- o I M;5.6 L6 ` W cpv Q I TRACT NA' , _..: " N89'36'2f, W,._. w o RECREATION,.: SPACE n �> 100.00'' z SEE NOTE 6 � o111 SHEET 1 OF- 3 0 , Ij ' O a cn 7 5' 0 , O (( Ln �n 30' -88' 70.03 =45.02. 5502 62.98 NO2 I 1.2 KW N81025:5�, I 0 p1 , O 00 to rry - O Ln 5' _ � i W p ,, 0 4. O t I L=38.57 0 �cp N o r :: s z co w z �1 d = l iu ( N i1 a o LO to M 0 _ t ;V , in _O O N ;_ O co �I eit Z. i= ef) h rn ry p - O ' N d I N ,� I =� ,� , ! .- � i r! 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Cat �i rM rM �. oo - W, ! �z ap O. o , I 'II ` Ca¢�'� N O N d d;° pry O W NI® ¢ - 55. tj0 ' 55 00 I, I N j o LO ;� o N o 00 LO by d N 14 _ " ¢ N , » , 7 O O O �.:� 0 t vNi Z I-- N O, N O 28 N Q a0 N i� a !f? O (D �o� N89*34 39, W 11i1.0a a� o o _-,o pa wZw o a W z 32 `` ¢ Z �, o w s o0 o` 0 41r� "', g z r` Ni - .. _ .- a v, cn z _ o. _ y 1271 �! r U o �r . - _. _ r 10a.00 _ ._ �o00 CV °° za N8758'50,„W W>a �' 3 02? T_ZZZ-T-l._ZZZ TTT7 j 20' ! 20' o o �°P:.: r. 36 i\ •- 53 02 53.2' 0 09' 10 ! o' o ! „W m '1 = 53.02 N$,7 58 50 58 i5. Of ¢ z °° oa in% _, Ok N8T58'50"VI/ g' E i in 90 2 wo b 10 6�-,��h . cv%15 n 31_ `°� 13 45.E 126.9 o r ! r M o I ~ ¢ o •h�, _ o/I Im FF 469.7 �°� L�-85 2011 . I , Z in ° , IN89,36.21. W,- w M 50 �. o� I N63°19'17"6 �� S 26 R4t25..00 cv I� w w I N89'34'39"W. C� `t: L=37.24' w i o I �100.00 uwi a 17';�L �1.4 98 2� , 23 I 16 w .- :� ¢ 10' SEWER EASEMENT w o <,- FF 471.0 ��O , o o'1 SEE NOTE 13 W Q) .:. G2 L�=29,49 43 ©y .. �a ,! ET ;h ,� v 9 ! SHE 1 OF 3 N43'03'42„E _ \ , ! N89'36'217W k•- 1 o L 26.55 w 33:64 --� N80.1i'1R»�.y, Qs'` O N#� :. / �> a ! 1 ! TRACT "g'. , N35 4� 16 .tW \ r't`'% U z_- , -- --- - T- Q z STORM DRAINAGE N27.'49 20' E f-.35.34 \ 1! !' ` z w 10, r 10,w42 _ ! w SEE NOTE 7 2b.69' / �t �.24 �31'24'19" o �,, p=28'10'36" I Q''� I i 20 39 07 FF-47o.6 L=.27 95, E �' V' R 71.00' 1% -.-i - `n } SHEET 1 OF 3 1 L 9.Q1' 1 �5 4=21 34=48 9' TRACT'C)1 ��:L=34.92' FF=470.3� �rn o� F , L==9 42 0 5 JOINT USE �� tv h ~:�� 2.5' 100 p 2 (�15.Q2 09 W 9 DRIVEWAY v'1 / `�: ir' I- r39.01; g.0p' 0 �2 �� n� SEE NOTE 9 \rip `,��6�3p T I rn ry°' a`' o/'TRACT 'C' . L�-6o'�0'13" N6 , �, �� SHEET 1 OF 3 / 2�`' S ¢8'' i�1, z w o �`' SENSITIVE AREA' R 25,00' `¢ `n 10` J 2r�wp ,� / SEE NOTE 8€ cv a I ¢018 E L= 26.55 5� _ SS ,I�, c, ? SHEET 1 OF 3 / O o o 8), «7, �S�' 3.110 0 ¢ d , 33 214 - - ` .;. !,_` 90'39'04" 9vFR 1; ,yr �`n t` w I -- - a M W4. r. w W rfj w �� ,n ¢ w R=25 Q0'. - N26"56'27"E / 6��s° h�°D� /v � r� w '`� Z14- rn ri�i -2:4. m cv 3 cr ! ,1�6.01 F� =1x`� /��@ �n as N N ,= �� M o �i 11 o� -.rnt''! FF=473.0 ,,a LOo r: ! N63:28'46"W / M..-- !� 'M22 0 cv 16 �� w- r0 "rfa _ N a N14 5106 ;W ` 11.62' N11 °01'01 "W rs• �_23 1�=;11 Nap di FF `470.7 Z _21 0 v E ;� :`° '� a z r d� o 18:58 \ 21.:41' ( FF-470.3- a FF-470.6 0 2�} '' cv o i� w I 10o YR.---. N01 °50'°47''E p Z FF=471.1 0 °) ;`4 w z nw j ao 43' FLOOD PLAIN _ __ 2 Z 00 N car- - -171 84.13' EL=461.3f I $4' _ - �- _ �� I 10 Z 1$ _._ - _ o 0 -------------" - - ^-- - ' 50.0 co 8.50' , N. LN., LOT 3, BLOCK 3 - - ` - - - _ _ _ _ _-50.05 , 5a:03' 472 Co 50.03' 55:03' , z N87'48'19'W ,CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 ;- 7®5, N8 ,2- CEDAR PARK FIVE ACRE TRACTS 4;4�182.932 155.09, ' 2.30' 30' VOL. 15/91 � 3 LOT "B" KCBLA L06LOO87 " REC. No. 20061102900002 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft LEGEND ® KING COUNTY STANDARD MONUMENT (TO BE SET) BSBL BUILDINGSETBACK LINE FF=XXX.X MINIMUM FINISH FLOOR ELEVATION SEE FINISH FLOOR NOTE RIGHT KING COUNTY DRAINAGE EASEMENT SEE NOTE 11 SHEET 1 OF 3 PRIVATE DRAINAGE EASEMENT, SEE PRIVATE DRAINAGE EASEMENT NOTES SHEET 2 OF 3 LOT AND TRACT CORNERS TO BE SET AS DESCRIBED IN NOTE 4, SHEET 1 OF 3 VERTICAL DATUM: CITY OF RENTON NAVD 88 BENCHMARK: CITY OF RENTON BENCH No. 2103 BROKEN BRASS SURFACE DISK ON CONC. STREET SURFACE, FLUSH. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128TH ST. AND 156TH AVE. SE ELEVATION = 547.94 SITE BENCHMARK: TACK AND BRASS WASHER IN LEAD MARKED "DMP INC #22962" IN THE CURB AT THE WESTERLY PROLONGATION OF THE LINE BETWEEN LOTS 15 AND 16 ELEVATION = 473.56 CURVE TAB CURVE DELTA RADIUS _ LENGTH C1 23°07'31" 51.00' 20.58' C2 80°59'27" 25.00' 35.34' RESIDENCES CONSTRUCTED ON LOTS 17 THROUGH 25, INCLUSIVE, AND LOT 31, MUST CONFORM TO THE MINIMUN FINISH FLOOR ELEVATION DEPICTED HEREON, UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. LINE TABLE� LINE DIRECTION LENGTH L1 N00'23'39"E 22.35' L2 N63'0648"W 59.68' L3 N63'06'48"W 73.14' L4 . N69°00'00"E 64.52' L5 ' N00°23'39"E 2148' 16, N87°58'50"W 20.01' , / Q=16°26,25" �41 L=20.37� N6 TRACT 'E' I 20 07°52'07" / \ L=9.75' DETA[L'A' SCALE. 1"=20' 1 AND 2 OF 3 FOR ADDMONAL NOTES SHEET 3 OF 3 //z Ep-z g_ j6 -06 )F/ -- (-EGA (- 70 M , nje5FS I1FFCA .964. - IxroR /f0i4 0wIYc2-'�Hi/' of 7_A4cT1 - 4fC Sic- �LECAL DESCRIR'TION KING COUNTY RNANCE DMSION CEFMFICAT =TRACT >1, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF I HEREBY,CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL -0F PLATS, PAGE 91, IN KING COUNTY, WASHINGTON; ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET; CERTIFIED . TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF THE EASTERLY 70 FEET OF THE WEST 270 FEET AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL. AS PER KING COUNTY ENGINEERS SUBDIVISION NUMBER 6846, RECORDED UNDER RECORDING NUMBER 9410250673; .. THIS ___,.--_.... DAY OF .________ __._...___-_..__ , =TOGETHER WITH TRACT 2, BLOCK 3, SAID PLAT OF CEDAR PARK FIVE ACRE TRACTS. KNOW-ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE 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:tHOWN 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 PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED T4 PARKS, OPEN SPACE, UTILITIES AND DRAINAGE 'UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS 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 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 MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS'RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY 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 SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS ,WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS 'SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS S000ESSORS 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: LAKERIDGE DEVELOPMENT, Inc. U.S. BANK N.A. A WASHINGTON CORPORATION BY: BY: WM. WAYNE JONES, JR., PRESIDENT ACKNOWLEMMENM STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT WM._WAYNE JONES_JR.=,_,__-- SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _ _PRU_lMLl __OF;:_ LAKERIDGE_DEVELOPMENTj Inc.__ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES -AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED (SEAL OR STAMP) (SIGNATURE) TITLE MY APPOINTMENT EXPIRES STATF OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT -_--.__-----------------------_ SIGNED THIS INSTRUMENT, ON OATH STATED THAT _HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE -------------OF ______U.S_BANK N.A--_-- _-___- TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED__ (SEAL OR STAMP) EXAMINED AND APPROVED THIS _-___-- DAY OF _ -DEVELOPMENT ENGINEER EXAMINED AND APPROVED THIS -_--__.- DAY OF --------------_._.--____-_...--_-__.-_--- DIVISI,QN DIRECTOR, LAND USE SERVICES DIVISION (SIGNATURE) TITLE MY APPOINTMENT EXPIRES ------- --_-_.----------------- MANAGER, KING COUNTY FINANCE DIVISION DEPUTY- ---_--- - 1L ;CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE .,PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN.�-2006 ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. _� PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006; WAS RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS SUBDIVISION, `WHICH ACCORDING TO SAID PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. A. TCOVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY ENGINEER SUBDIVISION APPLICATION No. 6846, REC. No. 9410250673. B. TERMS..,AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. CTERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. NO -WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE. 3 TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT CORNERS IS BY RADIAL SURVEY PROCEDURE WITH INDEPENDENT MEASUREMENTS. 4 rREAR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR AND YELLOW PLASTIC CAPS ,,MARKED;,"DMP INC. PLS 22962", UNLESS OTHERWISE SHOWN HEREON. THE STREETWARD PROLONGATION OF THE LOT AND TRACT .BOUNDARY LINES ABUTTING STREETS WILL BE REFERENCED WITH A TACK AND BRASS WASHER IN LEAD MARKED "DMP INC #22962" IN THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. 5. ,,THE HOMEOWNERS ASSOCIATION AS CITED HEREIN IS THE LIBERTY GROVE HOMEOWNERS ASSOCIATION. THE ARTICLES OF "INCORPORATION ARE ON FILE WITH THE SECRETARY OF STATE OF THE STATE OF WASHINGTON. EgAW E- 6. TRACT "A" IS A PRIVATE TRACT FOR RECREATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN IS IS HEREBY"DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION, �j A0990MONS. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT "A". SHOULD THE ASSOCIATION 7` FAIL TO PROPERLY MAINTAIN SAID TRACT "A", THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. 7:TRACT "B", A STORM DRAINAGE TRACT, IS HEREBY D AND CONVEYED TO KING COUNTY, ITS SUCCESSORS ;AND ASSIGNS. ��,,��c 8. TRACT "C", A SENSITIVE AREA TRACT, IS HEIj�DE D AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION, SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE '.MONITORING OF POTENTIAL VIOLATIONS --OF THE ---USES OF SAID TRACT ALONG WITH NECCESSARY MAINTENENCE. SHOULD THE ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT "C", THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. A FIFTEEN FOOT ACCESS EASEMENT OVER AND ACR�HE WEST FIFTEEN FEET OF LOTHEREBY GR D AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWN SSOCIATION FOR THE MAI N E AND M 0 RWG OF TRACT V. SEE ALSO RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS NOTE EET 2 OF 3. 9 I-2 TRACT "D" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE: BENEFIT OF THE OWNERS OF LOTS 22 lAND 23. "'OWNERSHIP OF LOTS 22 AND 23 OF THIS PLAT INCLUDES AN EQUAL AND -UNDIVIDED OWNERSHIP INTEREST IN TRACT "D" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF' SAID TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. 10 ''TRACT "E" IS A PRIVATE:,JOINT. USE t�21VEWAY TRACT FOR INGRESS, EGRESS, _PRIVATE DRAINAGE AND UTILITIES FOR THE: BENEFIT OF THE OWNERS OF LOTS 18 AND 19.OWNERSHIP OF LOTS 18 AND 19' OF THIS PLAT INCLUDES AN EQUAL AND 'UNDIVIDED OWNERSHIP INTEREST IN TRACT "E" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. 11 THE KING COUNTY DRAINAGE EASEMENTS SHOWN AS E r ON SHEET 3 OF 3 ARE HEREBY DEDICATED AND CONVEYED =T0 KING COUNTY, ITS SUCCESSORS AND ASSIGNS. 12. THE PRIVATE SEWER EASEMENT DEPICTED ON LOTS 2, 3 AND 4, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNERS OF ADJOINING TAX PARCELS 145750-0086, 145750-0087 AND 145750-0088, ALSO KNOWN AS LOTS "A", AND "C" OF THAT CERTAIN DRAINFIELD EASEMENT RECORDED UNDER RECORDING No. 95012010732, THEIR SUCCESSORS AND 'ASSIGNS. 13. ` THE TEN FOOT SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE -CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS. 14;; THE TEN FOOT PRIVATE SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEICATED AND CONVEYED TO THE OWNERS OF LOT 18, THEIR SUCCESSORS AND ASSIGNS. 15. THE FIFTEEN FOOT WATER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY WATER DISTRICT No. 90, ITS SUCCESSORS AND ASSIGNS. 16 `'THE PLANTER ISLANDS (IF ANY) WITHIN THE CUL-DE-SACS SHALL BE MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION. 1,7. THE ROAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, "PLAN, No. P-40,87 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 DDES. ALL` -INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNERS. 1.9. THE STREET TREES WITHIN THIS SUBDIVISION SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS UNLESS KING COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. 20____, 20.' THE POWER EASEMENT DEPICTED ON LOT 9, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO PUGET SOUND y ENERGY, ITS SUCCESSORS AND ASSIGNS. L21. g6gVAO0 TRACT "F" IS A PRIVATE REAL PROPERTY TRACD IS HEREBY DEDICATED AND CONVEYED TO THE OWNERS OF NORTH HALF OF LOT 3, BLOCK 3, CEDAR PARK VE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN 20__ B�LUME 15 OF PLATS, PAGE 91, IN KING COUNTY A INGTON, THEIR SUCCESSORS AND ASSIGNS. KING �CQUNTY COUNCIL. EXAMINED AND APPROVED THIS _-_ _ ___ DAY OF ' - - - , 20--_-. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTEST: ---------- CHAIRPERSON, KING COUNTY COUNCIL CLERK OF THE COUNCIL KING- COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS _____-- DAY OF ___---------___---_ _ 20____. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR PARCEL NUMBERS: 145750-0085, -0090 RECOREAW CER°iIFICA`I`E RECORDING No.---._.-._.--__._.--------------_..------._.--_____ - FILED ;FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS _ - DAY OF __:._..___.--_--------..._ , 2006, AT _- MINUTES PAST--------_.,...M. AND RECORDED IN VOLUME -._-__--_ OF PLATS, PAGES -._.-------__-, RECORDS OF KING COUNT`(, WASHINGTON. QIVIS�N C7F ORQE ANQ_F_LEC710N3 r ------------------ L03P0005 SUPERINTENDENT OF RECORDS _ LAND SURVEYOR'S CERTIFICATE L17- ji HEREBY CERTIFY THAT THIS PLAT OF LIBERTY GROVE CONTIGUOUS IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON, THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. I PAUL E. MORROW P.L.S., CERTIFICATE No. 22962 DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON, 98002 FAX)- 333-2206 SEE SHEET 2 OF 3 FOR ADDMONAL NOES SHEET 1 OP 3 o4iy Me sit ,y S A� I.ANa EXPIRES: 04 APR '07 j,\L EY—MORROW—P SLETE, INC. 726 AUBURN WAY NORTH AUBURN WASHINGTON 98002 }I?riNE: (2535333-2200 (FAX)333-2206 J ENGINEERING - SURVEYING LAND PLANNING in^ porated 01477CONFP 25 AUG '06 r 1_. 1 ,v 4 /2 (7-J) - Z 8 --fa - 5(, ( Bacf'q 9AR Y TQ B€ ,c e vtfF9 /3FTCR- 9 ,A -- #iAkE 7-/711,c/{ S/0,(q 0P_ �C-FEC aJc- Being a replat of lot 2 and a portion, -of 'lot 1, C _ AR King County, Washington K C.S C. PT. NO. 3744 "BROKEN" 3" BRASS DISK 14 IN CONC. 0 SURFACE '06) 1 (VISITED MAY tM 'd �r 1N w IN K-1 /2" of Co - BRASS DISH +rIN N (VISITED MAY '06) ¢ PIN IN LEAD w (o N z IN 1" IRON PiPE IN CASE O N87'55'2011W (SITED MAY '06) � .. <df 1306.89' 593.1: .. lM87M'5011A y 20046, o, O N r ' '0 i r r r � A GRAPHIC SCALE 200 0 100 200 400 - `( IN FEET ) 1 inch = 200 it. MERIDIAN: WASHiNGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. 'BEARING N00'29'00"E 50"W 653.13' ®v4,Q.v 9 P. _ _ o TACK IN CONC, IN CASE (VISITED MAY 06) 1 � TRACT � i '271..,,, 5 3.3WCC), &%.+ c Q 3 Ld U Q d Ld �O N • LEGEND (P) CEDARSPAARK FIVE ACRE TRACTS, ,VOL. 1 (M) MEASURED (C) CALCULATED r r � r BRASS PIN IN "CONC., + „ IN 2" IRON PIPE, IN CASE r X IN BRASS DiSK l r (VISITED MAY '06) IN CONC., IN CASE 1309.11,' - - i --(VISITED MAY '06) 8N 8 37'40"W o------_.._--'654.26 _-_--____-._.___ I , 6654.2623 '^�;1�jj 1� N88'37'40"W 1308.52'(M) 1338.40'(P) 23 24 K.C.S.C. PT. NO. 3764 � . PUNCH IN 1-/4" BRASS ROD IN CONC., IN CASE (VISITED MAY 06) 7E�ID HOUSE ADDRESSES THE HOUSE ADDRESS SYSTEM FOR THiS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE OF 13600 TO 13799--AND WITHIN THE RANGE OF 16000 TO -160O =FOR THE EAST WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. MMGATION PAYMENT SYSTEM ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. SCHOOL IMPACT PEES FIFTY PERCENT OF SCHOOL IMPACT FEES WERE PAID AT THE TIME OF FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY CODE 21A.43.050. THE: BALANCE OF THE ASSESSED FEE, S-- a- PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. -ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS No. P-4087, ON FILE WITH D.D.E.S. AND/OR -THE'KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT F±RE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL'"COMPLY `o'JiTH PLANS ON FILE. CTNO i 1, 11 H ,l !! "TRACT" TRACTS _,)A B , 11 C , D AND EI) ARE CONSIDERED TRACTS,! PURSUANT TO KCC 19A.04.330. A TRACT iS LAND RESERVED FOR SPECIFIED USES INCLUDIfNG, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. EASEMENT RESERVATKAS A ,PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE LIBERTY GROVE HOMEOWNERS ASSOCIATION, PUGET SOUND ENERGY COMPANY, QWEST COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTON, KING COUNTY WATER DISTRICT #90 AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS iN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, _CONDUIT, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WiTH RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESEEASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE _UTILITY. NO LINES OR WIRES FOR SAID UTILITIES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN A CONDUIT ATTACHED TO A BUILDING. ING COUNTY DRAINAGE EASEMENT AND COVENANT -ALL:'- DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM QND' SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE ;_BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY REAL ESTATE SERVICES, AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.,) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND iS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBLIC DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT`BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY KING COUNTY DDES OR ITS SUCCESSOR AGENCY. FRIGATE DRAINAGE EASEMENT COVENANT -THEOWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO `CONVEY OR STORE STORM AND SURFACE 'HATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. .-THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS -COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 1. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 1, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 2, "THEIR SUCCESSORS AND ASSIGNS. 2 THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 4 AND 5, SHEET 3 OF 3, iS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 3, 5-AND 6, THEIR SUCCESSORS AND ASSIGNS. '3 }THE, PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 8, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 7,- . THEIR SUCCESSORS AND ASSIGNS, 4 THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS `9,'10 AND 11, THEIR SUCCESSORS AND ASSIGNS. 5_ THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 13_-AND 14, THEIR SUCCESSORS AND ASSIGNS. 6 THE PRIVATE DRAINAGE EASEMENT DEPICTED ON TRACT "E", LOTS 17 AND 20, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER>OF LOTS 16 AND 17, THEIR SUCCESSORS AND ASSIGNS. 7 7HE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 18 THROUGH 23, INCLUSIVE, AND TRACT "C", SHEET 3 OF 3, IS HEREBY DEDICATED BAND CONVEYED TO THE OWNER OF LOTS 18 THROUGH 22, INCLUSIVE, THEiR SUCCESSORS AND ASSIGNS. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF *LOTS 24 AND 25, THEiR SUCCESSORS AND ASSIGNS. 9. THE.-iPRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS `28,a29; 301AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 27, 28, 29, 30 AND 32, THEIR SUCCESSORS AND ASSIGNS. 10. ;w, THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 33 AND 34, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF 'LOTS 34 AND 35, THEIR SUCCESSORS AND ASSIGNS. "DEDICATION' OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC yHEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT, THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY; 'TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FiLL, REMOVED OR DAMAGED WITHOUT APPROVAL iN WRITING FROM THE `-KING'COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE `COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR ,OTHERWISE ,FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN iN .-PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. REFERENCES-,- 1 . PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. 4 2962 4 )VpipN� 0 / 1 t I AN EXPIRES: 04 APR '07 ;11 ` ALEY-MORROW-POBL E, INC. 726 AUBURN WAY NORTH r AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 numie - r , LAND - - SHEET 2 OF 0 incorporated 01477CONFP L? 25 AUG '06 A-v8--.izj xc- z g-3o-a( PIN IN LEAD IN 1" IRON PIPE IN CASE (VISITED MAY '06) I I �~ z Nw w2 zw � 1¢ OW i U CO za U ul mop zl` Q� - (J N Qr zO00 a m 6 Q�Qz ui mod Zaw 0 I I 30, 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. LEGEND KING COUNTY STANDARD MONUMENT (TO BE SET) " BSBL BUILDING SETBACK LINE .FF=XXX.X MINIMUM FINISH FLOOR ELEVATION SEE FINISH FLOOR NOTE RIGHT KING COUNTY DRAINAGE EASEMENT SEE NOTE 11 SHEET 1 OF 3 f PRIVATE DRAINAGE EASEMENT, SEE, ,-v < PRIVATE DRAINAGE EASEMENT NOTES SHEET 2 OF 3 LOT AND TRACT CORNERS TO BE SET AS DESCRIBED IN NOTE 4, SHEET 1 OF 3 DEDICATED TO THE --PUBLIC USE -` '- - ----------- --SE 136TH .n FOR ROAD PURPOSES UPON THE TACK IN CONC., `----- -- - ---- - _ N87'58'50"W `653.13' RECORDING .OF THIS PLAT IN CASE (VISITED MAY '06) 1 A O N87 58 50 323.02'_r , "' t 90.00 ' r 30MF, 11111:1111i 0. �o. r. J t 68.66' 158.66(rfi/ i 50 02' od=88'22i29" <' 91 °37 31 .R=25.00ujp. L=38.56' �0 t 20' 20'L=39.98 ° W v 88 22 29 ,\p 2 C? + �on rr-41f R=25.00' o w O PRIVATE SEWER EASEMENT ,�P ix� O o � t r j L=38.�56 M Q 1 5' DRAINAGE EASEMENT SSEE HEET NOTE 3 ^ i; < t TRACT�'-X=- �� N89 36 21 W ' o REC. No. 9802241785 *- r^ =� RECREATION SPACE �'` 100.00' z / \7 1 1, SEE NOTE 6 10'I w ''/ 200.Q8 N�'25'21 E ° 04 s-.-t /%.r r 1 SHEET 1 OF 3 O I� 01,1 t -�'-60.02'----25.00'-`-55.02'-� 2901' _= 1l i // fi '7,5' �� `' 55.02' -�' .-- 30.01 r '16 r - - -- N87g58 60 W 10.00 . t r 1° `O Ld 0 2V i i c i �t 70.Q3' �i N87°58'S0"W 183.02' N-Z N89°36'21�»W > o w _ 1 N 25.01 45, 02' 55.02 ,�' w 100.00 I Q 88 2411 o t- "d- 3 , '� 55.Q2 62.98' <� N 5' i , R= 25.00� z LO o lJ 1 5' w t w o of 1 L=38.57 �co ;v o'`>�.: z :- w I�� o dio �S9 r t� Q 1 :y N d `� ( N N go 10 LO y hj 35.71', II II z 1 LoM r,'�rn N O N O N i n I,x�� » I i; Tr 8 4 1 1 N ,-= 4` o o u 11n, o o Q < N 89'36 21 W ,1 I©I II ,_ N O �- %J q Q m N. t� l �7 ., p , r. 23.71 rn ' -' a II 1�, 4 J o m o. T- s 37.31' c `�1. m `L,=15'51'38 z I z �=91'37'31" 1 p i a i2 a 1 N87'58^'S0"W i43.62;`ti ----_ 59� ' �L=27.68' i -, 5� _ 0 w ,y d 113.19' - � __ 5� I R 25 0 -: �0 �2��. o , ��_ x �s-�-�= fir' '� L=39.98 Q� `n ►n o R 28 27• y, 4�2g, , x':27.80 ' ,�55.02� 'O` - a O b� 90 29y R 22 " .- 55. 02 �, a 55.02' : o c o N, " 1 29.31' , so°t9Q•oo9 i3 ,..�•,.� 1 N89 36 21' W 27.60 Ns ,2 7TH TERRACE b 1 100.00 fAR= 91 °3550" 9276.46' _N 9.1 25.00'� 2�ti� �N8T58'S0"W 306.89' -= or �3 0 1 L 39.97' w p 00 rn d r �o o N o 00 co 0 - 19.91' 1L61 53.02' S3.02' S3.01 �. "�� `n (0fL1 '-35 II Nr. tea, o� �,r, 2 73,37 1 „ tt� 15'oo N 4J co � cv.- d rn ►�. 1s'.+ E-o 1 N89 36 21 W <D nr kt N CO h� `f' �- N � � t�i r`� � ,� J w Z � �1 � co M �' v'f `� �1� •-`� ;i 1,�,� w ..0 W w �0� 100.Oaz I II N d M :- v>�w - cfl 1 1 tt3 M` i N O �l �- LC) J. p rr1 `f- Q Oh C7 o -?,rf W N `f QJ O f Q>w��- its O �u N Q N p 00 tf) pp Oh O W NI 55.00 55.00 Z� R2. • - N © -oo t29 N o 28 , ,n o N89'34'39"W 110.00' cv; z o ,�=� O avww o o o o a N M rt "', Vi z LO 1 �, O vws » th N!323 d? �av�cn z Z Z ,O ,,�N89°36 21 W N- 1 - -- -opt - a�o;�� ---- = - 5 Bs _ -,_ _ - _ 'T 100. BL 27 r oo' e-� ,.53, 02' r, `�53.02 ^%: - �� _ f �7: 10 I o .° �, x 53.02 09' 00 � , >I 53.02 N' 1 N87 58 50 W 90.20' $ 1 d y^1 1 f �� N87 58 50 W 126.96' M f o I Ni `n LO I- 10 (00 ,'Sh N ,�' �, 31 ��`O 13. 45 I �' , N 89'36 21 W w to .h0 of i Im FF 4s9 7 0=85°20,11 u I 1 » z ° » 0/ "I N63'19'17'°E „:�4i tiS 28 R=25.00 Nr II m w ,N89 34 39 =W. `t �+ I 2�;b0° �"� 03 _. L=37.24 �' -' 0 1 100,00 w o 110.00' 5,1 5.17 *,A:> �`ti 9�� A3 . ° ' 23„ j f w 25t 5 86 3w Ot 10' SE'N R EASEMENT w ' 'o�'rx .1`=M� �� FF 4710 Oo' o o N i SEE NOTE 13 ,s 1 C `=29'4943 �� r� SHEET 1 OF 3 I N43'03'42'�'E 102. ;�\ N L=26.55' O \ �. .' �Eu oa 9 1 N89°36'21»W 33.64 80 �� s ■. N35'4 ' 1 b - � ----- -------- - TRACT , ! 115.7g' \� ��,. _ T_ a z STORM DRAINAGE N27 49 20_E 35.34 , �' » tt -p � zw ?0� 10.42 y » I w SEE NOTE 7 2Q. 69' / _M » \ 24 4= 31 '2419 w t o w o s` `2Q 9, ()7 FF-470,6 U) �28 36 SHEET 1 OF 3 �/ = 2 7. 9 5 ��- R - 71. 00' iZ -•-� I R 25 OQ L 9 01' �5=21'34 48 g TRACT'D•\ 6L, 34.92' FF 470 3,'. Do/ �.x �, L= 9.42 p 5 JOINT USE \� "` h • 2.5' I� I N15 02 09 W , , ' () 9 ' DRIVEWAY ` y/ Z;f `'` �� 1 1- o Ki .MHO ON moo/ 39 0�, ' �Q Q SEE NOTE 9 \r� `., ��, 63 ;I'��. irn z ° I o cy°> a°'°! TIRACT 'C'r .,60°Q'13'' N6g1, 52 t� SHEET 1 OF 3 / �2, �S Q I m Z ?/ SENSITIVE AREA R=25s00 a15 J �' j� <3\�' 1 , �\ r` 0 , • t2 SEE NOTE 8 L=26 55'- 3 �N o,c" rc S6r73,110, 1N �,, o 018!E_° ��` i 5 0o N r 3' 10/ SHEET 1 OF 3 / 8 St 1 w >- 1 33.54 ., 9� FS y �� / =F - `r o. Qw ao z w 3 z° R , c � m M p w \ Q Lj 0) n LO P� �p N2656 27_ E-% �< .p. /�. �M w rn F-m s ,- M I o �N wcn w w'n � O II > Il o FF 473A w r w N63°28'46"W r\ / M 22 = r< a o N: cO q w N14°51'Q6"W: - M.- rn FF 470:7 0 `" 4 . o w M 11.62 =_ , N11 01 01=_W �g. / 23 .11 11 oo ,- 21. c�, ME cs r� o r ao 18.58' -_21 4.1 FF 470 3; ©J N z A; FF=470.6 4 2�i N Q n � z w `t 100 YR. N01'S0°47"E 1f, .. o z F -471.i co a� N � W i t 8.50; _ , FLOOD PLAIN �_ _ 710_` _ _ z Q 171:43' __ 84:13' _ EL=461.3f 110 82 84' - z ___ _ ? r 50 05 50:05'` -,Y -_ FF 472 7 t 50.03' N87'48'19"W'' S0 0 55.03'' . NW08'27*W M.39 „TRA r. 255.56' ' N87°05'39"W , 3o.ot' PRIVA L PROPERTY N87°3$'20"W E� SEE N 2 SHEET 1 OF 3 55 09 E N. L . Is 0.5' N. of CEDAR PARK FIVE ACRE TRACTS 18293 K '\ EXI NG FENCE VOL. 1 5/91 3 � r l(6 u6N1- (,j616,'-1T' GIW6 VERTICAL. DATUM: CITY OF RENTON NAVD 88 BENCHMARK: CITY OF RENTON BENCH No. 2103 BROKEN BRASS SURFACE DISK ON CONC. STREET SURFACE, FLUSH. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128TH ST. AND 156TH AVE. SE ELEVATION = 547.94 SITE BENCHMARK: TACK AND BRASS WASHER IN LEAD MARKED "DMP INC #22962" IN THE CURB AT THE WESTERLY PROLONGATION OF THE LINE BETWEEN LOTS 15 AND 16 ELEVATION = 473.56 16'26,25» / ¢41 L=20.37J N6 liACT,'E'- 1=Q7'S2'07" / THE MINIMUN FINISH FLOOR ELEVATION DEPICTED \. L=9.75 HEREON, UNLESS OTHERWISE APPROVED BY KING - -" COUNTY DEPARTMENT OF DEVELOPMENT AND DETAIL W ENVIRONMENTAL SERVICES. SCALD'=20' CURVE TABLE CURVE DELTA RADW LENGTH Cl 23*0731" 51.00' 20,58' C2 89'59'28','; 25.00' 35:34' RNISH FLOOR NOTE RESIDENCES CONSTRUCTED ON LOTS 17 THROUGH 25, INCLUSIVE, AND LOT 31, MUST CONFORM TO SEE SHEET ND 2 CE 3 FOR ADDTICNAL NOTES -MORROW- POSLETE, INC. 726 AUBURN WAY NORTH AUBURN WASHINGTON 9c5002 1 PHONE: (253$333-2200 (FAX)333--2206 D•D•E.S. FILE No. LOSP0005 SHEET 3 CE 2962 � FO / S T `� (I L ACLU EXPIRES: 04 UR '07 ENGINEERING - SURVEYING LAND PLANNING Inoarperotad 01477CONFP 25 AUG '06 TRACT 1, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON; EXCET THE NORTH 100 FEET OF THE WEST 270 FEET; AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF THE EASTERLY 70 FEET OF THE WEST 270 FEET AS PER KING COUNTY ENGINEERS SUBDIVISION NUMBER 6846, RECORDED UNDER RECORDING NUMBER 9410250673; TOGETHER WITH TRACT 2, SAID BLOCK 3. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE 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 PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS 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 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 MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY 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 SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS 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: LAKERIDGE DEVELOPMENT, Inc. U.S. BANK N.A. A WASHINGTON CORPORATION BY: BY: WM. WAYNE JONES, JR., PRESIDENT ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT WM._WAYNE JONES _JR.L____ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE --- PFEESIDF.1T _,-OF _1.AISEF2IQGE„QEV��OPMENT� Inc.__ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY, FOR -THE USES -AND- -PURPOSES -MENTIONED-IN--THE INSTRUMENT - DATED (SEAL OR STAMP) (SIGNATURE) TITLE MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ---________....----------------_ SIGNED THIS INSTRUMENT, ON OATH STATED THAT _HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _____________OF U.S. BANK N.A. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED (SEAL OR STAMP) TITLE MY APPOINTMENT EXPIRES APPROVALS DEPARTMENT OF DEVE,QPMENT AND ENVIRONMENTAL SERVICE, EXAMINED AND APPROVED THIS ____-.__ DAY OF ------_ --_-_- , 20_--_. ___...________-_-__-- DEVELOPMENT ENGfNEER EXAMINED AND APPROVED THIS ___-_-_ DAY OF _-____ ____---__ , 20_-__. DiViSION DIRECTOR, LAND USE SERVICES Di VISION KING COUNTY COUNCIL EXAMINED AND APPROVED THIS __----- DAY OF _--.._._-_...-.__-----.__--__..,---__ 20-___. -------------- ------------------- ATTEST: ---------- _.._.--------------- CHAIRPERSON, KING COUNTY COUNCIL CLERK OF THE COUNCIL DING COUNTS DE ARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS _______ DAY OF __,__.-_____ 20---_. KING COUNTY ASSESSOR ACCOUNT No. 145750-0085, -0090 `_-- - ` DEPUTY KING COUNTY ASSESSOR _. s = I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL. THIS DAY OF -------------------------- , 20___-• MANAGER, KING COUNTY FINANCE DIVISION __------------------- DEPUTY 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006, ALL MEASUREMENTS ARE IN U.S. SURVEY FEET, 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc, PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006, WAS RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS SUBDIVISION, WHICH ACCORDING TO SAID PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. A. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY ENGINEER SUBDIVISION APPLICATION No. 6846, REC. No. 9410250673. B. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. C. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE, 3. TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT CORNERS IS BY RADIAL SURVEY PROCEDURE WITH INDEPENDENT MEASUREMENTS. 4. REAR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR AND YELLOW PLASTIC CAPS MARKED "DMP INC. PLS 22962", UNLESS OTHERWISE SHOWN HEREON. THE STREETWARD PROLONGATION OF THE LOT AND TRACT BOUNDARY LINES ABUTTING STREETS WILL BE REFERENCED WITH A TACK AND BRASS WASHER IN LEAD MARKED "DMP INC #22962" IN THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. 5. THE HOMEOWNERS ASSOCIATION AS CITED HEREIN IS THE LIBERTY GROVE HOMEOWNERS ASSOCIATION. THE ARTICLES OF INCORPORATION ARE ON FILE WITH THE SECRETARY OF STATE OF THE STATE OF WASHINGTON. 6. TRACT "A" IS A PRIVATE TRACT FOR RECREATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT. EACH OWNERSHIP OF A LOT IN THIS PLAT (LOTS 1 THROUGH 36, INCLUSIVE) INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "A". THE LIBERTY GROVE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT "A". SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT "A", THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. :-,7. TRACT "B", A STORM DRAINAGE TRACT, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. TRA(:T-"C'; A -SENSITIVE AREA TRACT, Ins HEREBY -DEDICATED -AND -CONVEYED-TO-ALL-THE -LOT OWNERS IR THIS -PLAT.. - EACH OWNERSHIP OF A LOT IN THIS PLAT (LOTS 1 THROUGH 36, INCLUSIVE) INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "C". THE LIBERTY GROVE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT "C". SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT "C", THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. SEE RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS NOTE ON SHEET 2 OF 3. 9. TRACT "D" IS A JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 22 AND 23. OWNERSHIP OF LOTS 22 AND 23 OF THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "D" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. A STORM DRAINAGE EASEMENT OVER, UNDER, ACROSS AND UPON SAID TRACT "D" IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. 10. TRACT "E" IS A JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 18 AND 19. OWNERSHIP OF LOTS 18 AND 19 OF THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "E" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. A STORM DRAINAGE EASEMENT OVER, UNDER, ACROSS AND UPON SAID TRACT "E" IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. 11. THE KING COUNTY DRAINAGE EASEMENTS SHOW AS = ON SHEET 3 OF 3 ARE HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. 12. THE PRIVATE SEWER EASEMENT DEPICTED ON LOTS 2, 3 AND 4, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNERS OF ADJOINING TAX PARCELS 145750-0086, 145750-0087 AND 145750-0088, THEIR SUCCESSORS AND ASSIGNS. 13. THE TEN FOOT SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS, 14, THE TEN FOOT PRIVATE SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEICATED AND CONVEYED TO THE OWNERS OF LOT 18, THEIR SUCCESSORS AND ASSIGNS. 15. THE FIFTEEN FOOR WATER EASEMENT DEPICTED ON LOTS 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY WATER DISTRICT No. 90, ITS SUCCESSORS AND ASSIGNS. 16. THE PLANTER ISLANDS (IF ANY) WITHIN THE CUL-DE-SACS SHALL BE MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION. 17, THE ROAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN No. P-4087 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 DDES, 18. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNERS. 19. THE STREET TREES WITHIN THIS SUBDIVISION SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS. I HEREBY CERTIFY THAT THIS PLAT OF RIVER LIBERTY GROVE CONTIGUOUS IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON, THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. PAUL E. MORROW P.L.S., CERTIFICATE No. 22962 - LVA — /i � DALEY-MORROW-POBLETE, INC. V 726 AUBURN WAY NORTH AUBURN, WASHINGTON, 98002 FAX) 333-2206 SEE SKEET 2 OF 3 FOR ADDITIONAL NOTES RECORDING CERTIFICATE RECORDING No.____________________ FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS _.-__.,--_-___ DAY OF _ 2006, AT --__- MINUTES PAST _-___-___.M. AND RECORDED IN , PAGES ____ __ ._____, RECORDS OF KING COUNTY, WASHINGTON. VOLUME --__,._---- OF PLATS D—M$J—QN —QF R.U—QRQ5- AsNQ_ELUJ-QNS MA ___NA_._..____________________.- _SU________PERINTENDENT-_-_OF_______RECORDS _.._______----- GER D.D.E.S. FILE NO. L03P0005 SHEET 1 OR 3 j -MORROW-POBL , INC. Mop QQv F WA5 ��.. 726 AUBURN WAY NORTH 0 H� A BURN WASHINGTON 98002 ti 0 E:-(253�333-2200 (FAX)333-2206 9F2 962 Dyq ENGINEERING tl- SURVEYING S LAND PLANNING C LAN© tncorporote d EXPIRES: 04 APR '07 01477CONFP 25 MAY '06 GRAPHIC SCALE 200 0 100 200 400 ( IN FEET ) I inch = 200 ft. BROKEN'3"NBR SS DISK MERIDIAN: SIN CONC. 0 SURFACE (VISITED MAY '06) WASHINGTON STATE PLANE NORTH ZONE } HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: 0 (0 THE NORTH/SOUTH CENTER LINE OF N SECTION SEC. 14, T-23N, R-5E, W.M. (w PUNCH IN 1-1/2" BEARING N00'29'00"E � ^, Co BRASS DISK zN VISITED MAY '06) w I Q PIN IN LEAD IN 1" IRON PIPE C14 IN m z o N87°55120" yy (VISITED MAY '06) SE 13M ST. N87'58 50 W 653.13' ------- a v' WWI i N87° ,W,W W o N I 2 .08' TRACT 'A' 0 0) 2 3 zLn 4 5 6 7 8 , N0012621'E 35 ------ �` 529.36' 33 32 3029 28 27 36 i m 25 26 , S TRACT'B' 24®'E i TRACT i 23 22 21 2 N87°58'WW �-- 323.021 a TACK IN CONC., IN CASE - (VISITED MAY '06) 9 10 LEGEND f1 (P) CEDARSPARK FIVE ACRE TRACTS, VOL. 1(M) MEASURED 1 (C) CALCULATED j 1 i , i � I ' BRASS PIN IN CONC., I I IN 2" IRON PIPE, IN CASE "X" IN BRASS DISK I (VISITED MAY '06) I IN CONC., IN CASE 14 1309.11' (VISITED MAY '06) 2233 N8837-40"W O-------- 654_26' ___--.._._---_(_ _ 654.226 14 1 f N88'37'40"W 1308.52'(M) 1338.40'(P) 23 Q4 /K.C.S.C. PT. NO. 3764 SE 144TH n PUNCH IN 1/4" BRASS ROD tNV I CONC. , IN CASE ISITED MAY '06) HOUSE ADDRESSES THE HOUSE ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE OF ----- TO ____ AND WITHIN THE RANGE OF ----- TO -_ FOR THE EAST WEST ROAD. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. WGIATION PAYMENT SYSTEM ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. §17 •°0 ; r \ ... FIFTY PERCENT OF SCHOOL IMPACT FEES WERE PAID AT THE TIME OF FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY CODE 21A.43.050. THE BALANCE OF THE ASSESSED FEE, $----------- PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. ROOF DOWNSPOUTS: ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS No. P--4087 ON FILE WITH D.D.E.S. AND/OR THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE. TRACT NOTE: TRACTS "A", "B", "C", "D" AND "E" ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330. A "TRACT" IS LAND RESERVED FOR SPECIFIED USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. EASEMENT RESERVAT A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE LIBERTY GROVE HOMEOWNERS ASSOCIATION, PUGET SOUND ENERGY COMPANY, QWEST COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTON, KILN COUNTY WATER DISTRICT #90 AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR SAID UTILITIES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN A CONDUIT ATTACHED TO A BUILDING. KNG COUNTY OAINAGE EASEMENT AND COVENANT ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY REAL ESTATE SERVICES, AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.,) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL -- -- RUN WITH THE LAND -AND IS -BINDING -UPON-THE-OWNERS-OP SAID--PRIVATE-PROP€RTY,- 7HEIR-HEIRS,-SUCCESSORS-AND-ASSIGNS - -- PUBUC DRAINAGE EASEMENT RESTRICTiON3 STRUCTURES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY KING COUNTY DDES OR ITS SUCCESSOR AGENCY, r THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING; CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT, THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 1. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 1, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 2, THEIR SUCCESSORS AND ASSIGNS, 2. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 4 AND 5, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 3, 5 AND 6, THEIR SUCCESSORS AND ASSIGNS. 3. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 7, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 8, THEIR SUCCESSORS AND ASSIGNS. 4. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 9, 10 AND 11, THEIR SUCCESSORS AND ASSIGNS. 5. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 13 AND 14, THEIR SUCCESSORS AND ASSIGNS. 6. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON TRACT "E", LOTS 17 AND 20, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 16 AND 17, THEIR SUCCESSORS AND ASSIGNS. 7. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 17 THROUGH 20, INCLUSIVE, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 18 THROUGH 22, INCLUSIVE, THEIR SUCCESSORS AND ASSIGNS. 8. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 24 AND 25, THEIR SUCCESSORS AND ASSIGNS. RESMCTIONS FOR SENSITIVE AREA TRACTS AND SENSWE AREAS AND BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL, 15/91. SHEET 2 CAP 3 PIN IN LEAD IN 1" IRON PIPE if IN CASE VISITED MAY '06) 1 z LOw w :2 z �Q w O W �m a z 0 0 N DAM z00 0 W 00 Co d W Qz Cod Dax 30, I 0 �u') N 1 � I M ICD 0 a- ( I p- 0 �wu wt SE 13M ST. TACK IN CONC., N87'58'50"W 653.13' IN CASE 503.07'~� ' - - - _ _ _ _ (VISITED MAY '06) I 150.06' _- DEDICATED TO THE PUBLIC I N8- '50'W 323.02' 1 UPONOF THE RECORDING I �. �0' AT 90.00, /, 51 6$.66' 158.66'��f1 „ 50.02' w Gw p r' 7 , f,� a_88 22 29 I L�91'37'31» G O O g 5 �i i R-25.00 P�io QP�� G�,�o�b '/' L=38.56' I R=25.00' 9 i �o� P+ry,�O o r/ �''7.5' 20' 20' N L=39.98� 88'22',29" o P p Q 1n �w1 :i ' R=25.00� r I $PRIVATE SEWER EASEMENT �P �'� w r� L=3$.,56 5' DRAINAGE EASEMENT SEE NOTE 12 ` l;di�l TRACT' "A' N89 36 21 W SHEET 1 OF 3 I" `�� RECREATION SPACE ' ` ' REC. No. 9802241785 10 / 1?U1 SEE NOTE 6 ~ 10'' 1 QQ.00 '�' 2�.03' N0�2a�}'1'E \ 5`'!,// SHEET 1 OF 3 O I p .10 -Ir) 5° 5.02'-29.01 /10I "%T:I � 7.s 55.02' 300/3.00' r0/ 0W ./ f, aJ � N 700' (�Nwvi z .2 0Lu 0 .0145.02.5i'55.0262.98' 3 (L=84'24'11" o oN iz 0tj5 w 0R=25.00' r^0 n r L\38.5 z N p I `% 1I w NLO °iLO r� M Lo-N.35.71' I z I Mrn N O r�to O '4 ) ►rj $0*4 ----- i z ®023.71'o, 3 0 z N N L-=15°51'38" z I?.ri5:m z A 91*37'31" I� 6 N87'58'50tiW 143.62 �59. L=27.68' 5'I-( ( R=25.00 W z - -- -� fir. __ _ 5 L=39.98' o w 13.1 O `�8•?� vo ¢l�`'hiY �2 O` �7 Q'1�55 2� 0 i--� ��as�sm- f/"e ®w ' N R9 spo 9y R� 20 �,0 9„ $ 0 55.02 29.31 27.6q' ° N5 �'6 so' ' 0 93 st3 �_ _.I__ _ _ _ 276.46' N M 6A=29 1'35 50 0- 2�° ' N87'S8'S0"W 306.89 =25.00' � rn k � L=39.97' w ;n 00 m - K� AC �% w N 0 16 53.02 �"35 o N N o 00 19.91 i� 53.02' 53.02' 33.74' 15' Un d J raj ;V %� r7 .1 pp 00 N 00 5' d + O Lu r- Qao r N----0N -_ N6J IINd)z J ©- Npc o o'Si oIp55.00' 55.00' :`I o 00`a 30 o 29 o 28 OO �no o,0to N89°34'39"W 110.00 O O o zw St 0 I -,� �•. �r') 0. Ir-- Z 27 N 00 00 p „ lily ;ni�% ` �';r i7/?' :7 777 �-- - r) M z N87'58 50 W rii ir- 53.02' ' /: 53.02''�i; �� '- %%i�T71: , �1( 0�0 � ''<' 53.02' N /I N87'58'50"W 90.20' 53�02�r �58.09 0��LO �m �� ,N87 58 50 W 126.96' b .c� 1 �� rn 13.45 _ „ r� ! O '1 0 1 Im 31 �,d- 85 20 �11 r 20' 120' 6� in Z/4 I N63'19'17"E rev �'S 26 R=25.00 Ni I N89°34'39"W `f I 21.50' �A) �52, L=37.24' 1 ►' 110.00, ono ,�� _ 5.17',�`L cy`ti 9�2 A�. ��' 23» r �-29*4943" N 43'03' 42"E , ��• \ ' P� �• 10 L=26.55 33.64'-\ N80.11'18,,, , _.A0�, » \ vy ^' ( j R O ' TRACT '8' �, N 35 41 16 W 115. 79, �ao�oF N27 49 20 E 35.34 -�• \ « �5 N STORM SEE NOTEN7GE 6=20'�9'07" L=27.95' \� 20.69 / \ 24 &--31 2419 F, �, SEE DETAIL "A" ; SHEET 1 OF 3 l,/ R=25.00 » �O �� BELOWHEET\ L=9.01 \ �5 �g 1424 48gp 9 TRACT'E' ^0 N15'02 09 W \ �''E JOINT USE DRIVEWAY Mao pry 0�J/ 39.07' ` g �r� SEE NOTE 10 =O/ TRACT 'C'-60'5Q'13" N6 , �pSHEET 1 OF 3 N "C SENSITIVE AREA R=25.00 ��J -.I + Y'. ✓ N27°10'18"E SEE NOTE 8 L=26.55' �a. 53�0 33.54' B��2S, / SHEET 1` OF 3 / 00 a0 oN. o° yy r' N d- L�=90°39 �04" FF�' / 1`L „��in 00 w N a7 � R- 25. 0Q / �" ° 1 , » �5. �� O / N �t w t` i N M CN L=39.55' �.\ N26 6 01? E /� a�h�/0®� °7� w 22 N 4� c`�on (6 I�1� c`��I N 14'5 1'00 N 6 112 6'2'6k' W N 11 '01; 01 "W �s' / / 1 11 M Li o 21 o O 2d O �I I l' N 89'36' 21 "W 100.00' <%i 0 0 �1 to N89'36'21 "W 100.00, I 0 12 0 � I �I N89'36'21"W 100.00' 9, o' 13 0 N89'3621 "W -0 U) 101 100. 00' ^ uj r: w� W NI �� 14 4 w . N89°36'21 "W N 4<b 100.00' y o I � o U I u� N I 1- N89°36'21 "W w r, 100.00, "v i 16 o w 01 10' SEWER EASEMENT o U I SEE NOTE 13 g, I SHEET 1 OF 3 1 N89'36'21 "W k ;7 100_0c�' o I 101 10.42' -P-� w � 28'10'�36" %h�:L=34.92' i o f h 00 I .�2 63p6, i0�7 w w I to 48„ 1 zw� I J 2� w0 SS 8�' 6r �s' 13 It 0' o Q o I r� ►-- w g N3a ao 18 o �- c� w LO li 07 0 00 19.72 21.41' ( 4 J r) °' z o z r i9 r7 ;M Q 0 i N01 °50'47"E 100 YR. N01 °50'47"E o z 07 :`I 3 z w 00 N87'41 27 W 255.57 6.38 O p in w x 9.00 ' FLOOD PLAIN w w 30.01' _____-171.54'`_____ _�,__ � EL=461.3f ___ _ 14.Q9 Z z .- cn 1n - '83.80_ : o;<`; 82.96'>` >;<.� T I 30' FENCE AND 08,21='�50.02 50A2> .02'i"X 50.02'! 0> _0.0 'W 593,39' 55.02' 3 1' LANDSCAPE EASEMENT - - REC. No. __ _��___ 30' CEDAR PARK F"IVE1 ACRE TRACT VOL. 1 5/9 3 1 I 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. LEGEND KING COUNTY STANDARD MONUMENT (TO BE SET) BSBL BUILDING SETBACK LINE KING COUNTY DRAINAGE EASEMENT SEE NOTE 11 SHEET 1 OF 3 , PRIVATE DRAINAGE EASEMENT, SEE PRIVATE DRAINAGE EASEMENT NOTES SHEET 2 OF 3 LOT AND TRACT CORNERS TO BE SET AS DESCRIBED IN NOTE 4, SHEET 1 OF 3 VERTICAL DATUM: CITY OF RENTON NAVD 88 BENCHMARK: COTY OF RENTON BENCH No. 2103 BROKEN BRASS SURFACE DISK ON CONC. STREET SURFACE, FLUSH. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128TH ST. AND 156TH AVE. SE ELEVATION = 547.94 CURVE TABLE CURVE DELTA RADW LENGTH C1 23°07'31" 51.00' 20.58' C2 89°59'27" 25.00' 35.34' Q=16'26'25" L=20.371 N6 TRACT 'E' 1 20 w 4=07'52'07" / \ L=9.75 i DETAIL 'A' SCALE: 1' SEE SHEW1 AND 2 OF 3 FOR ADDMONAL NOTES LINE TAB LINE DRECT#ON LENGTH L1 N00°2339"E 22.35' L2 N63°06'48"W 59,68' L3 N63°06'48"W 73.14' L4 N69°00'00"E 64.52' L5 N00'23'39"E 21.48' L6 N87'58'50"W 20.01' 110 SHEET 3 OF 3 KING COUNTY, WASHINGTON � BOUNDARY LINE �j • ADJUSTMENT p N0. L06L0087 DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- ,DANC WI THE DESIRES OF THE OWNER(S) IN WITNESS _NE 0F W H VE SET OUR HANDS AND SEALS. LAK ID E LOP ENT, Inc. S N P. LEE A WASHINGTON CORPORATION BY: Wm. WAYNE JONES Jr., TITLE: PRESIDENT JOA N E. LEr STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ Wm_ WAYNE_JONES JrJ__ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE __ PRESIDENT___ OF _LAKERIDGE DEOPMENTL Inc___ BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY.FOR'f E E USE$, ANDnPURPOSES MENTIONED IN TH INSTRUMENT. ��``�� DATED �D 2i DL-_--___ `ems �y �gS10IV F ' 'Ilk '� 1L `*OR ST�R�t�� TI LE --� ---------------- m MY APPOINTMENT NOTARY PUBLIC - EXPIRES �N o 2. .......... � g `,� e`er STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT STEVEN P. LEE AND JOANN_E._LEE _ ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED_ !;C A�4 Jolt'-e� NRA fill (SIGNATURE) �asloy �1"'iA/� &-fit_ TITLE -- s" MY APPOINTMENTQ- s ,p ; EXPIRES I ,1kVA S N\NG��\` ��\ LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN SEPTEMBER, 2006. CER IFICATE r& 22962 RECORDER'S CERTIFICATE FILED FOR RECORD THIS --- DAY OF _____, 2006 AT -__.M. IN BOOK --_ OF SURVEYS AT PAGE ___ AT THE REQUEST OF PA_UL_E._MORROW SURVEYOR'S NAME MANAGER SUPT. OF RECORDS APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES APPROVED THIS ST_ DAY OF N0Vf-MM9, ,20p(� . �-AT?TI IT, LAND VE-SERVICA51VISION D.D.E.S. CHIEF LAND SURVEYOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED & APPROVED THIS ___ DAY OF --------- 20-- KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBERS: 145750 0090 & 0095 MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING N00'29'00"E LEGEND K.C.S.C. KING COUNTY SURVEY CONTROL (C) CALCULATED (M) MEASEURED (P) CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 100.00' OLD DIMENSION BEING ADJUSTED 100.00' EXISTING DIMENSION TO REMAIN 100.00' NEW ADJUSTED DIMENSION REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DATED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. APPROVAL NOTES: THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. OLD LEGAL DESCRIPTIONS LOT "A" (PARCEL No. 145750-0090) LOT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. LOT "B" (PARCEL No. 145750-0095) THE NORTH HALF OF LOT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. NOTES., 1. C�-- BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS E(>1F1t1TIIr1G- COMlr--t4`T10NAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE W1"41RTG ! PlSTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. N-LM546V?�-:MCIS ARE IN U.S. SURVEY FEET. 2. 13!SCIFICZ NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. E MO F r WASylyO EXPIRES: 04 APR '07 11 K.C.S.C. PT. NO. 3744 [--� "BROKEN" 3" BRASS DISK 14 IN CONC. ® SURFACE (VISITED MAY '06) M 0 w PUNCH IN 1-1/2" �. C° BRASS DISK z rn IN CASE (VISITED MAY '06) w N o PIN IN LEAD m z IN 1" IRON PIPE IN CASE o (VISITED MAY '06) N8�7'55'20"W o A 1306.89' o "0 Q� m vi U W Y 30' oN m N � 0 a' O N �I z I 1n 0 �Ln N w 00 N 0 0 z I� m I� m rn v I� cn rn N N CV tocr) RECORDING NO. VOL./PAGE 100 0 50 100 200 GRAPHIC SCALE ( IN FEET) 1 inch a 100 ft. PORTION OF NE 1/4 of SE 1/4, SEC. 14, T. 23N., R. 5E.,W.M. SE 136TH ST. TACK IN CONC., IN CASE -'N87'58'50"W 653,13__- - (VISITED MAY '06) 0 _ 0 593.12'(C) 592.69'(P) —' M 30' of R N PC ) rn GEC P N N88°03'33"W 593.25'(C) 594.59'(P 2 LOT "A' NEW AREA: 191,888 SF OLD AREA: 195,304 SF I I i I I I I I I I I I I I I I I IkiD t I I cc \ N 25' PEDESTRIANS\\\\\\\\\\ WALKWAY EASEMENT \\\ W REC. No. 20050516000096 \ N NEW ADJUSTED LOT LINE N — N87'48'19"W 255.56' N87°05'39'W N87°38'20'W 0 1 — _ 182.93'8'(155.09' z 1 N88'08'27"W 593.39'(C) 596.6P) o OLD LOT LINE o ck� Ld BEING ADJUSTED C0 Q0 Co LOT "B' Q o Z � CV) OLD AREA: 97,669 SFt `'mvwi^ o . o T NEW AREA: 101,085 SFt -R rn r� N 0 0 z r �za.>- I Yw rz< Q V)�o zz� o0o o z -� o N88°10'54"W 593.46' U=zbj U,�� V)Z viz�� QN 7KCBLA L99L3025 "mz> �z> 30I LOT B REC. No. 20000124001848 LOT "A" 30 mow Ym m Z> Z"— 1309.11'zv 3N88'37'40"W o - - 654.26' _ _ 654.26' ^,�14 13 N88'37'40"W 1308.52'(M) 1338.40'(P) 231� 24 SE 144TH ST. DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 L I -1 iENGINEERING — SURVEYING r LAND PLANNING incorporated cr IEr✓r LAKERIDGE DEVELOPMENT, Inc. P.O. BOX 146 RENTON, WA 98057 PHONE No. (425) 228-9750 PROJECT BOUNDARY LINE ADJUSTMENT FOR: LAKERIDGE DEVELOPMENT SCTE PLAN DRAWN BY c SCALE 1" = 100' DRAWING 01477CONLLA 1 J SHEET APPR _ DATE 28 SEP '06 JO"' 01477 DE 1 LuA -- ® 8 —(2.s KING COUNTY, WASHINGTON � BOUNDARY LINE �j • ADJUSTMENT p N0. L06L0087 DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER— SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC— �DANC WI THE DESIRES OF THE OWNER(S) IN WITNESS z0 F W VE SET OUR HANDS AND SEALS. LAKItROk UEf ELOPIIENT, Inc. ST N P. LEE A WASHINGTON CORPORATION BY: Wm. WAYNE JONES Jr.,7 TITLE: PRESIDENT JOA N E. L STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ Wm_ WAYNE_JONES Jr, _ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE __ PRESIDENT___ OF -LAKERIDGE DEVELOPMENT, Inc___ BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY�ORlf I E USE$, ANDt\PURPOSES MENTIONED IN HID INSTRUMENT. DATED Io 26 DL-__ ___ (SIGNATU I ON FFi�.. --� ---------------- ` OR STAR+t� 9 « TI LE NOTARY m; MY APPOINTMENT PUBLIC EXPIRES tP STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT STEVEN P. LEE AND JOANN_E._LEE _ ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED_ CiCa' :k (0- '00io _ .11 RA ►i (SIGNATURE) _ ---------------- -(S TITLE MY APPOINTMENT i Ln f'? EXPIRES ,TWA S N\NG`\\ LAND SURVEYOR'S'CERTIFICATE ' ' THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE— SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN SEPTEMBER, 2006. 7 CER IFICATE 0. 22962 RECORDER'S CERTIFICATE FILED FOR RECORD THIS —_— DAY OF ------ 2006 AT —__.M. IN BOOK ___ OF SURVEYS AT PAGE __— AT THE REQUEST OF PAUL E. MORROW SURVEYOR'S NAME --------------- MANAGER ---------------- SUPT. OF RECORDS APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES APPROVED THIS I ST_ DAY OF NOVEMBCK ,204-c�o . FLA�-TTIO-IJNIT, LAND jSE SERVICES IVD ISION D.D.E.S. CHIEF LAND SURVEYOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED & APPROVED THIS ___ DAY OF --------- 20-- KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOK ACCOUNT NUMBERS: 145750 0090 & 0095 MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING N00'29'00"E LEGEND K.C.S.C. KING COUNTY SURVEY CONTROL (C) CALCULATED (M) MEASEURED (P) CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 100.00' OLD DIMENSION BEING ADJUSTED 100.00' EXISTING DIMENSION TO REMAIN 100,00' NEW ADJUSTED DIMENSION REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DATED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. APPROVAL NOTES: THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. OLD LEGAL DESCRIPTIONS LOT "A" (PARCEL No. 145750-0090) LOT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. LOT "B" (PARCEL No. 145750-0095) THE NORTH HALF OF LOT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. 1.. coNTf%i-Qt-k-BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS E-MfLC�01r1G- COWr-- TONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WI-14KMGF,�L-T'ISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. pLLMMI"TS ARE IN U.S. SURVEY FEET. 2. T7SC.IFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No, 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. EXPIRES: 04 APR '07 11 K.C.S.C. PT. NO. 3744 C "BROKEN" 3" BRASS DISK 14 IN CONC. @ SURFACE (VISITED MAY '06) M 0 CD RECORDING NO. VOL./PAGE 100 0 50 100 200 GRAPHIC SCALE ( IN FEET) 1 inch -100 tL PORTION OF NE 1/4 of SE 1/4, SEC. 14, T. 23N., R. 5E.,W.M. N PUNCH IN 1-1/2" w BRASS DISK U i2V/,N87-,-,5'20"W IN CASE (VISITED MAY '06) C°PIN IN LEAD ¢m rnIN 1" IRON PIPE o Ln IN CASE (VISITED MAY '06)SE 136T H ST.0 — — N87'58'Sp"W 653.13' TACK IN CONC,, IN CASE .89'N0 _ (VISITED MAY 06) m vi 0 .. d r7 Y 593.12'(C) 592.69'(P) o N 30' 30' O NI z 'n I� I rn ^I Iv N PG�� E ^ IN 0 I N I G�Q I N88°03'33"W 593.25'(C) 594.59'(P) 3 - I I � � L0 o I 0 Wo I I I I I I (006 2 I I w W N QW _T LOT 'A' 0 _ ai to� NEW AREA: 191,888 SFf I I OLD AREA: 195,304 SFt ` ion �� z oNl tO o %� / ! <� \�� N T z \� MN "n �� \\\� 25' PEDESTRIAN�\\\�� WALKWAY EASEMENT d REC. No. 20050516000096 N NEW ADJUSTED LOT LINE N - N87'48119'W 255.56' N87°05139'W o - 182.93' z N88'08'27"W 593.39'(C) 596.68'(P) N8738'20'W OLD LOT LINE o 0 w BEING ADJUSTED . � 0 LOT 'B' Q ci z co OLD AREA: 97,669 SFf new^ z-,� mv,(0 O co -*- NEW AREA: 101,085 SFt d.UO UFO za Zz¢ =zw N'88°10'54"W 593.46' �ow vi u o 1- V)e H KCBLA LJJL3025 UzUT) <NV) 30' LOT "g'° w rn N 0 0 z W 0 Cl) cD N w Q a) 0 r� Z N N oW O T z I� d- cD � (O �� I Yw^ oQo U- U) cnzQ 30, Y�zv mzv I REC. No. 20000124001848 LOT "A" I moo U 14 1309.11' x zv5 2 N88'37'40"W O — — 654.26' _T 654.26' 14 13 N88'37'40"W 1308.52'(M) 1338.40'(13 SE 144TH ST. 23 24 DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 L - ENGINEERINGLAND PLANNING incorporated PROJECT DRAWN BY LAKERIDGE DEVELOPMENT, Inc. P.O. BOX 146 RENTON, WA 98057 PHONE No. (425) 228-9750 BOUNDARY LINE ADJUSTMENT FOR: LAKERIDGE DEVELOPMENT SfTE PLAN SCALE 1" = 100' OR"No 01477CONLLA SHEET DATE 28 SEP '06 J°B` 01477 OEWA alum. o 8 —(24 - KING COUNTY, WASHINGTON KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER— SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC— CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LAK , Inc. S5.VkN P. LEE A WASHINGTON CORPORATION BY: Wm. WAYNE JONES Jr., TITLE: PRESIDENT JOA N E. LE STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ Wm. WAYNE_JONES Jr_, _ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _— PRESIDENT___ OF —I@I�KERIQ�EV��,QPP�jNTLs�� _ _ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED -----._----___ (SIGNATURE) (SEAL OR STAM > TITLE _ - MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT STEVEN P. LEE AND JOANN E._LEE _ ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED A-(O (SIGNATURE) TITLE MY APPOINTMENT EXPIRES _ (2. I q-0. _ �w\ero�\\\\111 LI I! 4,WA5H��G.. THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE— SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN SEPTEMBER, 200 ---------------- CERTIFICATE NO. 22962 M A o �.:* r r... L FILED FOR RECORD THIS --_ DAY OF -----, 2006 AT --_.M. IN BOOK --.._._ OF SURVEYS AT PAGE --- AT THE REQUEST OF P_A_U_L_E._MORROW _ _ SURVEYOR'S NAME -- _ -- MANAGER SUPT. OF RECORDS APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES APPROVED THIS --__ DAY OF----------20_—. ATTING UNIT, LAND USE SERVICES DIVISION D.D.E.S. CHIEF LAND SURVEYOR K G COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED & APPROVED THIS _-- DAY OF --------- 20-- _ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBERS: 145750 0090 & 0095 MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS - THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING N00'29'00"E LEGEND K.C.S.C. KING COUNTY SURVEY CONTROL (C) CALCULATED (M) MEASEURED (P) CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 100.00' OLD DIMENSION BEING ADJUSTED 100.00' EXISTING DIMENSION TO REMAIN NEW ADJUSTED DIMENSION REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DATED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. APPROVAL NOTES. THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY' SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP, OLD LEGAL. DESCRIPTIONS LOT „A„ (PARCEL No. 145750-0090) LOT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. 0LOT_"B" (PARCEL No. 145750-0095) THE NORTH HALF OF LOT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. 7 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE , CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3, TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. EXPIRES: 04 APR '07 11 K.C.S.C. PT. N0. 3744 [J "BROKEN" 3" BRASS DISK 14 IN CONC. Q SURFACE (VISITED MAY '06) f�ic015 T� 100 0 50 100 200 GRAPHIC SCALE ( IN FEET) 1 inch -100 tL PORTION OF NE 1/4 Of SE 1/4, SEC. 14, T. 23NI., R. 5E.M.M.' w PUNCH IN 1-1/2" � 100 IN CASE ASS DISK ' z v (VISITED MAY 06) ;N Q t . O PIN IN LEAD m 0) It z IN 1" IRON PIPE 04 IN CASE O N87'55I20"W (VISITED MAY '06) SE 136-H ST.. N87'5_ 8'50"W 653.13' TACK IN CONC., IN CASE 0,. 1306.89' o -'------- — (VISITED MAY '06) m oM con _ C1 w x 593.12'(C) 592.69'(P) —` M o iv 30' N d= I 0 ONI I z 0 �- I rn �: P C I I "`•'' C rN ��g <a N Cr) I rn N G N88'03'33"W 593.25'(C) 594.59'(P) • I � i I � I � I I o I I LO 00 I I t I IN 2 _ � w N .,:LOT 'A',:; N NI N NEW AREA:- 191,888 SF± I t� ,) M oN OLD AREA: 195,304 SF! o Q o � � (0 06 Z 25' PEDESTRIAN WALKWAY EASEMENT �� ` CA j W REC. No. 20050516000096 !jCn �( N NEW ADJUSTED LOT LINE w LO N - N87°48°i9'W 255.56' N87°05'39'W N87°38'20'W to 7OLDN88'08'27"W 593.39'(C) 596.68'(P) ao LOT LINE z 0 ui BEING ADJUSTED -t� oc LOTS' r° a d z mac" i OLD AREA: 97,669 SFt �) mLno—NEW AREA: 101,085 SFt z Z � � i "o- 3 �%? i I Y W ��M zzV),D Zm � cao ° �o N88'10'54"W 593.46' V) �2(5FW- V W UZc�� aN� 30> „ KCBLA L99L3025 <z� :� �_ 5: �z I LOT B REC. NO. 20000124001848 LOT "A" 30 moo x a e_�. ca I zn� U� X S � / -- 1309.11 654.26' -- 23 P488'37'40"W -' _ 654.26' 14 13 N88'37'40"W 1308.52'(M) 1338.40'(P) SE 144TH ST. 23 2' mummammmum DALEY-MORROW-POBLETE, INC. CLIENT LAKERIDGE DEVELOPMENT, Inc. 726 AUBURN WAY NORTH P.O. BOX 146 RENTON, WA 98057 AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 PHONE No. (425) 228-9750 PROJECT BOUNDARY LINE AWUSnAENT FOR: ENGINEERING - SURVEYING L,AKERIDGE DEVELOPPVIENT ,�Ljc- 41,tji L LAND PLANNING SITE PLAN ---incorporated ORAWN BY S 'GALE 1" = 100' 0fAWINc 01477CONLLA SHEET _ APPR °ATE 28 SEP '06 JOB° 01477 LUA - 0 8 -12.1 THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE— SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN SEPTEMBER, 200 ---------------- CERTIFICATE NO. 22962 M A o �.:* r r... L FILED FOR RECORD THIS --_ DAY OF -----, 2006 AT --_.M. IN BOOK --.._._ OF SURVEYS AT PAGE --- AT THE REQUEST OF P_A_U_L_E._MORROW _ _ SURVEYOR'S NAME -- _ -- MANAGER SUPT. OF RECORDS APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES APPROVED THIS --__ DAY OF----------20_—. ATTING UNIT, LAND USE SERVICES DIVISION D.D.E.S. CHIEF LAND SURVEYOR K G COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED & APPROVED THIS _-- DAY OF --------- 20-- _ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBERS: 145750 0090 & 0095 MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS - THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING N00'29'00"E LEGEND K.C.S.C. KING COUNTY SURVEY CONTROL (C) CALCULATED (M) MEASEURED (P) CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 100.00' OLD DIMENSION BEING ADJUSTED 100.00' EXISTING DIMENSION TO REMAIN NEW ADJUSTED DIMENSION REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DATED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. APPROVAL NOTES. THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY' SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP, OLD LEGAL. DESCRIPTIONS LOT „A„ (PARCEL No. 145750-0090) LOT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. 0LOT_"B" (PARCEL No. 145750-0095) THE NORTH HALF OF LOT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. 7 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE , CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3, TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. EXPIRES: 04 APR '07 11 K.C.S.C. PT. N0. 3744 [J "BROKEN" 3" BRASS DISK 14 IN CONC. Q SURFACE (VISITED MAY '06) f�ic015 T� 100 0 50 100 200 GRAPHIC SCALE ( IN FEET) 1 inch -100 tL PORTION OF NE 1/4 Of SE 1/4, SEC. 14, T. 23NI., R. 5E.M.M.' w PUNCH IN 1-1/2" � 100 IN CASE ASS DISK ' z v (VISITED MAY 06) ;N Q t . O PIN IN LEAD m 0) It z IN 1" IRON PIPE 04 IN CASE O N87'55I20"W (VISITED MAY '06) SE 136-H ST.. N87'5_ 8'50"W 653.13' TACK IN CONC., IN CASE 0,. 1306.89' o -'------- — (VISITED MAY '06) m oM con _ C1 w x 593.12'(C) 592.69'(P) —` M o iv 30' N d= I 0 ONI I z 0 �- I rn �: P C I I "`•'' C rN ��g <a N Cr) I rn N G N88'03'33"W 593.25'(C) 594.59'(P) • I � i I � I � I I o I I LO 00 I I t I IN 2 _ � w N .,:LOT 'A',:; N NI N NEW AREA:- 191,888 SF± I t� ,) M oN OLD AREA: 195,304 SF! o Q o � � (0 06 Z 25' PEDESTRIAN WALKWAY EASEMENT �� ` CA j W REC. No. 20050516000096 !jCn �( N NEW ADJUSTED LOT LINE w LO N - N87°48°i9'W 255.56' N87°05'39'W N87°38'20'W to 7OLDN88'08'27"W 593.39'(C) 596.68'(P) ao LOT LINE z 0 ui BEING ADJUSTED -t� oc LOTS' r° a d z mac" i OLD AREA: 97,669 SFt �) mLno—NEW AREA: 101,085 SFt z Z � � i "o- 3 �%? i I Y W ��M zzV),D Zm � cao ° �o N88'10'54"W 593.46' V) �2(5FW- V W UZc�� aN� 30> „ KCBLA L99L3025 <z� :� �_ 5: �z I LOT B REC. NO. 20000124001848 LOT "A" 30 moo x a e_�. ca I zn� U� X S � / -- 1309.11 654.26' -- 23 P488'37'40"W -' _ 654.26' 14 13 N88'37'40"W 1308.52'(M) 1338.40'(P) SE 144TH ST. 23 2' mummammmum DALEY-MORROW-POBLETE, INC. CLIENT LAKERIDGE DEVELOPMENT, Inc. 726 AUBURN WAY NORTH P.O. BOX 146 RENTON, WA 98057 AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 PHONE No. (425) 228-9750 PROJECT BOUNDARY LINE AWUSnAENT FOR: ENGINEERING - SURVEYING L,AKERIDGE DEVELOPPVIENT ,�Ljc- 41,tji L LAND PLANNING SITE PLAN ---incorporated ORAWN BY S 'GALE 1" = 100' 0fAWINc 01477CONLLA SHEET _ APPR °ATE 28 SEP '06 JOB° 01477 LUA - 0 8 -12.1 KING COUNTY, WASHINGTON BOUNDARY LINE 1 ADJUSTMENT NO: KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER— SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC— CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LAKERIDGE DEVELOPMENT, Inc. A WASHINGTON CORPORATION BY: Wrn. WAYNE JONES Jr., TITLE: PRESIDENT STEVEN P. LEE JOANN E. LEE STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT �Wm. WAYNE JONES JrSIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE — PRESIDENT___ OF _j AFSF_IF3 IZ p V QPt NT` Iq - TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. APPROVAL I-iOV AL, DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES APPROVED THIS ---- DAY OF ----------20__. RIfO N _ , PL TI "IGU(�I,TLAND USE SERVICES DIVISION Sa C L d 'Svc✓�Yo�:'. KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMI 'D & APPROVED THIS ___ DAY OF ------j 20_._ KING COUNTY ASSESSORy ^— DEPUTY KING COUNTY ASSESSOR MERIDIAN:, WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING N00'29'00"E LEGEND K.C.S.C. KING COUNTY SURVEY CONTROL (C) CALCULATED (M) MEASEURED (P) CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 100.00' OLD . DIMENSION BEING ADJUSTED 100.00' EXISTING DIMENSION TO REMAIN 100.W NEW ADJUSTED DIMENSION (SIGNATURE) 1.�. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DATED AUGUST 29, 2006. TITLE 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. MY APPOINTMENT 3. KING COUNTY SURVEY CONTROL. EXPIRES 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ST�VEN P_ LSE AND �OANN_E._LE� _ ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED (SIGNATURE) ---� —� TITLE MY APPOINTMENT EXPIRES THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE— SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN 20........ .................................................. CERTIFICATE N0. RECORDER'S CERTIPICATE............w................. ...................... ..... --... FILED FOR RECORD THIS ......... DAY OF ..........20 ..... AT ...M �9 IN BOOK ..........OF........ AT PAGE......... AT THE REQUEST OF PAUL E. MORROW ................................ (I SURVEYOR'S NAME Qj I................ (}�. MANAGER SUF'T.� OF RECORDS APPROVAL NOTEED THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. P, -(PARCEL No. 1.45750770090) ,TRACT 2,,a BLOCK.•:3,jCEDAR PARKJIVE ACRE; TRACTS, ACCORDIN9 TO THE. PLAT THEREOF: RECORDED IN VOLUME r 15 OF PLATS, PAGE 91, =1N :KING; COUNTY, ' WASHINGTON.:- . l� :(PARCEL No. 145750--0095) : <; THE NORTHk1ALF OF TRACT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING;,.. T0, THE ,,FLAT"THEREOF RECORDED IN VOLUME 15 OF PLATS, PACE 91, IN KING COUNTY, WASHINGTON. NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND..CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597_=r C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. 11 K.C.S.C. PT. NO. 3744'' [--� "BROKEN" 3" BRASS DISK 14 IN CONC. ,® SURFACE (VISITED'MAY '06) M CO �r �o li*000bill VOL./PAGE 100 0 50 100 200 GRAPHIC SCALE (W FEET) 1 inch -100 fL CIE 1/4 of SE,-1/4,.SEC -14 tT— ;23N. • P. 5 . . . PUNCH IN 1-1/2" W ^ 00 IN CASDISK `N (VISITED MAY '06) (a dCO © PIN IN LEAD .IN 1" IRON PIPE t v z IN CASE c' N87'55'20"W (VISITED MAY '06) 367H S . o o N87'S8_ 'Sp"WR653.1� -TACK IN CONC., IN CASE (n Q (VISITED MAY '06) • M m (n lin 0 30,E {) ?(I O N y zl o C\l 3,1. rn c I T 1 " "j o 4 r. GE 0 u W O I (o (19 n N Ni �CA W N W N N INS z so I ,f I C; w o:: v' _v I� a: V z a o 0 Ld a-z:zz z: a. O on X ca OFW- ((wn. }'" cjz:U(`n QNfn xaz5 z5 4 •-1309.11' . N88'03'33"W 593.25'(C)-594.59'(P) 2 j LOT 'A" R OLD AREA T€D N 195,304 SFf I I 00 NEW AREA i t$�o MM 25' PEDESTRIANS WALKWAY --,EASEMENT ~�� Li REC. No 20050516000096 NEW A6JkisTF00" T -LINE 0 to cV iM Z 0(0 w ... o y_+� _ _ _ : 15:i.Q9' � � Z N88'08'27,W ,59339'(C) Y596.68'(P) ` . _ . ._., a LINE h z °` 3 NEVI/ IJ BAR AA 101085 SFf Y_, 3<O N88*10'54' W,`593 46' 1 � 30 LO T,��aa as 30' ' ,R,EG. No 0 1a ; 20.0001240C11 848 LOT '; " zw v V) Xz5 654.26' z N88'37'40"W .1308.52'(M) 383 41 p'654.26' 144 43: -SE WTH ST. (p) y 23L124 iuo -jai i SURVEYING ENGINEERING • - • •:•• i rLAND PLANNING _ d LAKERIDGE DEVELOPMENT, Inc. P.O. BOX 146 RENTON, WA 98057 PHONE No. (425) 228-9750 BOUNDARY U E ADJUSTMENT FOR: LAKERIDGE DEVELOPMENT SITE PLAN s 1" = 100, 01477CONLLA 5 1 31 AUG '06 IDBj` 01477 of -- 080- 1,' KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LAKERIDGE DEVELOPMENT, Inc. A WASHINGTON CORPORATION BY•. Wm. WAYNE JONES Jr., TITLE: PRESIDENT STEVEN P. LEE JOANN E. LEE STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ Wm. WAYNE JONES Jr., SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE PRESIDENT__ OF _L&KF-RI;~2Q-F-.?-E-VE;LQP.TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE) (SEAL OR STAMP) TITLE T MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT STEVEN P; L AND �10ANN_E. LEE _ ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED (SIGNATURE) (SEAL OR STAMP) TITLE-^ MY APPOINTMENT EXPIRES THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN 20........ .................................................. CERTIFICATE N0. ................... FILED FOR RECORD THIS ......... DAY OF ..........20 ..... AT ...M IN BOOK ..........OF........ AT PAGE......... AT THE REQUEST OF PAUL E. MORROW .................. SURVEYOR'S NAME .... .... MANAGER SUPT. OF RECORDS APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES APPROVED THIS ____ DAY OF ---------- 20__. SENIOR ENGINEER, PLATTING UNIT, LAND USE SERVICES DIVISION KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINIED & APPROVED THIS ___ DAY OF _, 20__ KING COUNTY ASSESSOR _^~ DEPUTY KING COUNTY ASSESSOR MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING N00'29'00"E LEGEND K.C.S.C. KING COUNTY SURVEY CONTROL (C) CALCULATED (M) MEASEURED (P) CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 100.00' OLD DIMENSION BEING ADJUSTED 100.00' EXISTING DIMENSION TO REMAIN NEW ADJUSTED DIMENSION FIEFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DATED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. I9!-(-(-1VVAL NOTE` THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. zol 11 K.C.S.C. PT. NO. 3744 � "BROKEN" 3" BRASS DISK 14 IN CONC. ®SURFACE (VISITED MAY '06) h 0 tr 00 00 00 I. F = . NE 1/4 of SE 1/4, SEC. 14, i . 23N., R. 5E., . . w PUNCH IN 1-1/2" I °0 IN CASE DISK z v 0) (VISITED MAY '06) aN 0 PIN IN LEAD m 0) z IN 1" IRON PIPE cv IN CASE a'V 0 n (VISITED MAY '06) N87'S5'2 , W 136TH S- TACK IN CONC., IN CASE 1306.$9' o N$7'S8_ _ _ 'Sp"yy 653.13� a � `�"""' — (VISITED MAY '06) m vi C) raj o v 30' 593.12'(C) 592.69'(P) o� 30' 00) I 0N1 z� f i aC a I rn rn CV v N a �f of 04 06 p,FZK F 5 %g� G�- ! N88`03'33"W 593.25'(C) 594.59'(P) OLD LEGAL DESCRIPTIONS OT "A" PARCEL N 145750-0090) `o .4�___ _� ( o• a o TRACT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT COUNTY, WASHINGTON. v�i ! w 2 THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING cw� LOT "B" (PARCEL No. 145750-0095) `- CA '�N LOT Ix � + OLD AREA BEING ADJUSTED THE NORTH HALF OF TRACT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, ov N cal a; 195304 SFf ! I = t, Q 00 WASHINGTON. 0 I MC i NEW ADJUSTED AREA z �c', 191,888 SFf ��" `. z NOTES WALKWAY EASEMENT 1 CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS REC. No. 20050516000096 EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE I (V NEW ADJUSTED LOT LINE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. LO ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. N$%pQ$'� 255. NNtg%� 5,39•W 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE a '--- ----- � „ ��931 ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29. 2006 WAS RELIED ! z `N88'08' " �. UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597, C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. 27 W 593.39 (C) 596.68'(F c� OLO LOT LINE �• w BEING ADJUSTED v! .Q ra: �z zo <0 I z>- 0wo �.za 0-0 gx,zw Vow z V Fn a N T) 30' Y d... a) 1309.11 '�� 3 N8837'40"W v N8 3SM" 9 w M cV b 0 z LOT IV OLD AREA BEING ADJUSTED ED 97,669 SFt NEW ADJUSTED AREA 101,085 SFf N88'10'54"W 593,46' KCBLA L99L3025 30' LOT "A" REC. NO. 20000124001 848 LOT "B„ 654.26' N88'37'40"W 1308.52(M) 1338.40'(P_) SE 144TH n DALEY-MORROW-POBLETE, INC. • AUBURN WAY NORTH AUBURN, WASHINGTON 98002 ♦ I a j •• •• MUll n z N L-4 0 QD 0"- z V)(n(0 �UQ v)z� m Q 0 ?oF- V � XZ5; 654.26' 147K LAKERIDGE DEVELOPIVIENT, Inc. P.O. BOX 146 RENTON, WA 98057 PHONE No. (425) 228-9750 != ` p '1 i APP OVAL - - 4r _� APPROVAL OTE RECORDING NO. vcaL fPAcE _ DEPARTMENT Off' DEVELOPMENT AND ENVIRONMENTAL AL SERVICES '- APPROVED THIS FDAY OF t40VF—0, ,200_ THIS REQUEST QUALIFIES FOR EXEMPTION UNDER ' ,'' , � �- � � --- —�' ' ,�� _ }� �, KCC 19A.28 IT DOES NOT GUARANTEE THAT THE h —. --- LOTS WILL BE SUITABLE FOR DEVELOPMEN f NOW OR IN '�}o o 50 10 zao A-t D J�_S TM ,[ I ' IT, LAND SE SERVICES [31VIS10N , _ _ D.D.E.-S. CHIEF LAND SURVEYOR THE FUTURE THE LEGAL TRANSFER OF THE PROPERTY GRAPHICSALE 3 �'- _ KING COUNTY DEPARTMENT O ASSESSMENTS ALL LST BE DOREI NE BY S�PARATR INSTRUMETUNLESS AI_L (IN I"El) 1 Inch =1001t. LO N ARE UNDER SAME OWNERSHIP. EXAMINED & APPROVED THIS ITL DAY OF 20 f PORTION OF DECLARAT : KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBERS: 145750 0090 & 0095 NE 1/4 of SE 1/4, SEC. 14, T. 23N., R. JE.,W.M. KNOW ALL V.6 BY THESE PR[�S�NTS T `SAT WE THE -.'UNDER 11 K.G.s.c. PT. NO. 3744 SIGNED OWNERS) _ DF THE LAND HEREIN: DESCRIBED DO HEREf3X• l D;0 "BROKEN 3- BRASS DISK `SAKE- � BOUND0 , D"JUSTN LINE AiEN T - =THEREOF PURSUANT TO I � IN GONC, 0 SURFACE 'RAW 58.17.04Q:AND DECL;aRE THIS f�13JUSTMEl�l'.T TO _BE THE �. � (VISITED MAY '06) MERIDIA14- GRAPHfIC REP-RESENTATIUN OF THE .SAME, ANO THt-J SAID WASHiNGTON S-TAJE 45LANE NORTH ZONr= M ADJUSTMENT-'fS MADE:kTH THE FREE CONScNT hND IN AC-.-' HPGN:83J91;=PER K.C.S.C., _ o? •(f DANCE,• V�I"V,, •THE.=DESIRES OF' THE OVA) R lS;' 1"J WITNESS '* N 'WI f1z'REOF 1Wc I�/E =SET OUR HANDS ANC' SEALS. '~ •'~+ w PUNCH IN 1-1/2 t �81 OF EARi = `� _ �--� N CASE BRASS DISK THE PdORTkf/50UTH CENTER ENE'~(VISITED MAY '06) _+A SoEVm. PIN IN LEAD - BEARING NO[Q 1 9W_q( :`E w 4 o LAKERID 4E ffOP ENT, Inc. ST�N P. LEE IN CASE ON PIPE U A WASHINGTON =CORPORATION- �S p'n (VISITED MAY `06) SE 136'H ST TACK IN CONC., IN CASE N87`55'20"rN 8Y: Wm. WAY1E JOKES Jr., fF._ . _ LEt"aEIE� b, rn O !� = -' i306.89' N8T'S8'SQ W 6 �3.13' TITLE: PRESIDENT Q JOAN E. L£ i - _ 1�. u�� -- — (VISITED MAY '06) K.C.S_(:' KING COUNTY SURVEY _CONTROL m vi (�� --- ---•- ----- --- 593-12' C 592.6 r-y STATE OF WASHINGTON CALCULATED _ w --- -- COUNTY F N - :::�< 30, _ : • () 9 ((') O KING NIVAS£URED 1 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT (P) -CEDAR PARK FIVE ACHE IRA TS, VOL. 5/91 I .' JOKES _ SIGNED THIS INSTRUMENT, ON OATH °; STATED .THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT 100.00' OLD DIMEN�JON BEING ADJUSTED - zto �'= AND ACKNOWLEDGED IT AS THE _ PRESIDENT OF m LAKERIDGE 17E3I lQEMENT� Inc. �Q BE THE FREE AND 100.00' EXISTING DIMEM3h TO. -REMAIN VOLUNTARY ACT OF SUCH PARTY1 ' OR "?HE USE`'- AND;PURPOSES 0.00, NEW ADJUSTED DIMENSION MENTIONED IN THY INSTRUMENT. � �N _ -• r' �'� u'�i DATED REFERENCES ISICNA-i�, -- 1. PACIFIC NORTHWEST -ITLE COMPANY OF WASHINGTON, Inc_ LOT-I_INE I� � /g1 � � +vv� ' r _ ADJUSTMENT CERTIFICATE ORDER No. 626206 DATED AUGUST 29. 2006___ `v ti P R 1 / °' Cu *s - r- __-_--`---` - 2_ KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. - ~ :P� N OR ST�• s% a -� _ y Q NOTARY hdY'APPOIN-WENT_' PUBLIC EXPIRE��" 3• KING COUNTY SURVEY CONTROL. '_: p�'.a•�, k� 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. N8S`OS�-=593.25'(G} 594.59'(P) �y 000 4 a� • a c4 " s 6�� 1 _ a k I I OLD L.EGFAL. DE SCRIP TKONS I STATE OF WASHINGTONN" rtD1 A (PARCFj_ No. 145750-0090) 0 ! _ c' o COUNTY OF KING LOT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT n 1 CERTIFY THAT I KN-O'N OR HAVE SAT15, Av_-MRY EVIDENCE TNAT' _ THEREOF RECORDED W- VOLUME 15 OF PLATS, PACE 91, IN KING COUNTY, WASHINGTOtN. I N � 2 111 STEVEN P. LEE RIU€3'J ANN E._LEEARE THE PERSON: WHO.:: Ll;_ F3�' (PARCEL No- a45750-0095) LOT AA' APPEARED BEFORE ME, ANED.SAtD PERSONS ACKNOWLEQ ED THAT ti � �; �� I t THEY SIGNED THIS INSTRUMENT -AND ACKNOWLEDGED _�_F TO g�-.- THE NORTii HALF OF ar�T 3, BLOCK 3,_ CEDAR PARK FIVE ACRE TRACTS, ACCORDING a� �cv� oi,-• NEW AREA: 191,888 SFf THEIR FREE AND VOLUNTARY ACG FQF THE USE'? --AND PURPQSES TO THE PLAT THEREOF RECORDFYIIV V6LUME!%1-5OF PLATS, PAGE 91. IN KING COUNTY, o im-N C4� OLD AREA: 195,304 SF± ; / co MENTIONED IN THE INSTRUMENT. `_ WASHIN�TON. z (0b << �I ` Cq� � DATED a rti��,.T • .. _ _ _ z 1 o f!3 �� . - - 25' PEDESTRIAN N Ld NOTES : WALKWAY EASEMENT> ARRA L €uzlf (SIGNATURE) 1a _ t�iC gOUNDARY.9ATA WAS OBTAINED BY -DIRECT MELD MEA$I EMENTS V� REC, No. 20050516000096 W Q ' \tLkicy.i5f' fd>3 E y �ItvC COWPf-IiiONAL TRAVERSE PROCEDURES'04NG A TIPCON 211 :THEODOLITE.• _ I �y u �® V'3: �,. {- NEW ADJUSTED LOT LINE z' �'WR41 1hti PL�"FANCE MEASURING METER. FIELD WORK BY-_lDMP, INC._IN 2006_ "�Z :'(SE ii' QYI sFfjktf3 t ' TITLE r T �_�� ARE IN=_11.S_ SURVEY FEET. _ N87.05'a` 9-W N s MY APPOINTMENT : _ o 8 a .J�' 182.93' N8 ��$� '►�d ``� a (NrO EXPIRES �) _ 2- IiFi ivU€HWEST TITLE COMPANY• DF_ WASHINGTON, Inc. BOUP}DARY LINE o — _ ` _ _ _ _ �y " n-= i / N83'0827"W 593.39'(C} 596.68'(P}^� - ADJUSTMENT CERTIFICATE ORDER No. o262U6L :DATED AUGUST 29, _2006 WAS REL(ED L UPON FOR THE D{SCI;OSURE OF THE VESTING -OF TITL>r_'TO THE REAL PROPERW: o • :`,.,` : c;_;; © OLD LOT LINE COMPRISING THIS BOUINUALRY LINE ADJU$.TQLNT, WHICH ACCORDING TO SAID 1-01 LINE BEING ADJUSTED z a ADJUSTMENT CERTIFICATE IS SUBJEC�`-'(O THE FOLLOWING, AND-©THER, SPECIAL sue:' ` jOT 8 `-��5'�,;., EXCEPTIONA. - - _ .- ••gym v Com� a OLD AREA: 97,669 SF± A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE_ m��_ rQ. c'i� - NEW AREA: 101,085 SFf CONSTRUCTION COSTS, REC. No. 80032006'05. = B. TERMS AND CONDITIONS OF TDR CERTIFICATE- #76, REC._ NV.-2004062300LIM7. � � � C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE' bF- FUTURE SEWER CONFECTION : �-} - ° r ' _ Y W` <t 4- yr to CHARGES, REC. No. 9905182690. r - z o �' a 40 LAND SURVEYOR'S E. ELATE —Lj0 � � N88`10'�4 .W, 5@0.46' (nU_ NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCUIIACY �o�' W. ;' <-< AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. zUvr ur 30'Mon , ' K L'R L- 9 L 3 0 2 5 = ;p' M -n THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE— O__� :'Lu20C70CJ11400-1848 I -UT A z,x, SENTS A SURVEY MADE BY ME OR UNDER I4!Y DIRECTION IN 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE _ _ ?UF- REiUIREMENTS OF WAC 332 130-090. _ CONFORMANCE WITH STATE AND COUNTY STATUTES_ 1309.11 ?<z> ?=1✓�`� ' t� _ =654;26' 654.26' 14 13 IN SEPTEMBER, 2006. N88'37'4Q'4�l : " N88'3;7'40"W.I308.52'iM) 1338"'(P)_:' }24 '� 1' CER IFICATE Igo. 22962 � DALE'S--MORRO —PGBL ;-.LNG• „FN� :LAKERI�E DEVELOPMENT,.Iric. i .a ��lE �10� 726 AUBURN WAY NORTH _ P.O._8OX 146 RENTON, WA- 980S7. RECORDER'SERTEIA „------_-' Q� �, ,,:$Sy O AUBURN, WASHINGTON 98002 g �y PHONE: (253)333-2200 (FAX)3.33-2206 Pl ONE No._�425) 22&-9750 FILED FOR RECORD THIS DAY OF �'-1_, 2%'.0c ATM.ta U PROJECT I IN BOOK OF SURVEYS AT PAGE AT THE REQUEST OF BOUNDARY NE AD�%STMENT,OR= -_ PA_U_L_E._MORROW �" ,' 9 �' ENGINEERING - SURVEYING ' LAKERIDGE DEV- EL�JPMENT SURVEYOR'S NAME _-_ Yd � � LAND PLANNING I 1 SITE --`PLAN _ - M �L ��0`J incorporcc�d OFAWM 8Y SG1tE 17RAiNNC 166, 01A477CON LLA ___ V EXPIRES 0� APR '07 �,pR ter£ 28 SEP '06 -----� i '°8� 014�7_ MANAGER _w�"I SUPT. OF RECORDS _ WA-ob -vi v KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO ROW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LAKERIDGE DEVELOPMENT, Inc. A WASHINGTON CORPORATION BY: Wm. WAYNE JONES Jr., TITLE: PRESIDENT STEVEN P. LEE JOANN E. LEE STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ Wm_ WAYNE JONE5 Jr�, - SIGNED THIS INSTRUMENT, ON OATH STATED THAT FIE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE PRESIDENT___ OF _LAKfRmQE../ R22F'_M N laz�_ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED (SIGNATURE) (SEAL OR STAMP) TITLE MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT STEVEN P; LEE ANQ �OANN E._LEE _ ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED (SIGNATURE) (SEAL OR STAMP) TITLE ^ MY APPOINTMENT EXPIRES THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN .................. 20........ .................................................. CERTIFICATE N0. ............. FILED FOR RECORD THIS ......... DAY OF ..........20 ..... AT ...M IN BOOK ..........OF........ AT PAGE......... AT THE REQUEST OF PAUL E. MORROW ....................... SURVEYOR'S NAME ........................................................................ MANAGER SUPT. OF RECORDS APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES APPROVED THIS ___ DAY OF ----------20__. SENIOR ENGINEER, PLATTING UNIT, LAND USE SERVICES DIVISION KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINIED & APPROVED THIS ___ DAY OF , 20-- KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING N00'29'00"E LEGEND K.C.S.C. KING COUNTY SURVEY CONTROL (C) CALCULATED (M) MEASEURED (P) CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 100.00' OLD DIMENSION BEING ADJUSTED 100.00' EXISTING DIMENSION TO REMAIN VO,()Q' NEW ADJUSTED DIMENSION REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DATED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL, 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. APPROVAL NOTED THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. OLD LEGAL DESMPTKM LOT "A" (PARCEL No. 145750-0090) TRACT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. LOT "B (PARCEL No. 145750-0095) THE NORTH HALF OF TRACT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. 1150� 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. 100 0 50 100 200 GRAPHIC SCALE ( IN FEET) 1 Inch - 00 fL NE 1/4 of SE 1/4, SEC.14, T. 23N., R. 5E.M.M. 11 K.C.S.C. PT. NO. 3744 >0::1 "BROKEN" 3" BRASS DISK 14 IN CONC. ® SURFACE L (VISITED MAY '06) h 0 �r w PUNCH IN 1-1/2" e-,� BRASS DISK IN CASE - z v " .am (VISITED MAY '06) _ 04 a �4 rn 0 PIN IN LEAD IN 1" IRON PIPE m z IN CASE 0 (VISITED MAY '06) N87'S5'20"W `� �6TI� �. o 1306.$9' o ----- --� _ N87'S8� 50"W653.13� TACK IN CONC., IN CASE MAY '06) c> _ Q m vi 0 ~(VISITED o 593.12'(C) 592.69'(P) r o�N 30' 30' 0 Q' p NI z r. a rn rn C� a N gE �� C" G N �E p,FZ� 0 N � N88'03'33"W 593.25'(C) 594.59(P) I i I i I I i � � I p Q � I I I N �� 2 I I W h. LOT 'A* OLD AREA BEING ADJUSTED I I ,°N° �,�� N 195,304 SFf ! I o 0 ®o �'� NEW ADJUSTED AREA i� tON z �z 191,888 SFt 25' PEDESTRIANS WALKWAY EASEMENT REC. No. 20050516000096 N NEW ADJUSTED LOT LINE to N87°48'19 W 255,56' N87°05'39'�V o _ _ - 182.93' Z TOLD N88'08'27"W 593.39'(C) 596.68'(P) cO LOT LINE a: BEING ADJUSTED ha: UZ to II ¢"W n0 O z4Qui>o _ Q>- z` 1.4 n z: as �0 X0 �yzornn aNin xa?_ im 4�11309.11' 23 N88'37'40"W o A LOT 'S' 4C OLD AREA BEING ADJUSTED , 97,669 SFt 3 NEW ADJUSTED AREA 101,085 SFt N88'10'54"W 593.46' 30' LOT "A" REC_ L99L3025 REC. No. a0 20000124001848 LOT "F3" 654.26' N88'37'40"W 130$.52(M) 33 481 0'(P) SE WTH ST. .,� ` " . �LEY-�MORROW-POBLEM, INC. L '�� ""` �726 AUBURN WAY NORTH WAS AUBURN, WASHINGTON 98002 )9 )NE: (253)333-2200 (FAX)333-2206 1�ka EXPIRES: 04 APR '07 E. r - 1 ENGINEERING - SURVEYING LAND PLANNING incorporated V)V)w <nz� 0E- Vv) xz5 654.26' 14Wt L.AKERIDGE DEVELCf EW, Ire. P.O. BOX 146 RENTON, WA 98057 PHONE No. (425) 228-9750 PRo✓Ecr BOMDARY LINE ADJUSTMENT FOR: LAKERIDGE DEVELOPMENT SITE PLAN DRAWN BY SMR 3C'l-C 1" = 100' 0""""9 01477CONI_LA SHEEr 1 APPROVED D"E 31 AUG '06 Jo"' 01477 of LUA_-_0__8 P 1 KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO ROW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LAKERIDGE DEVELOPMENT, Inc. A WASHINGTON CORPORATION BY. Wm. WAYNE JONES Jr., TITLE. PRESIDENT STEVEN P. LEE JOANN E. LEE STATE OF WASHINGTON COUNTY OF KING 1 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ Wm. WAYNE_JONES Jr_,,, SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE .-,- PRESIDENT___ OF _L,AKE.RaQF_ p VEI.Sp►Y1EN IS1gz__. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATUR SEAL OR STAMP) TITLE MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF KING 1 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ST�VEN P_E AND �OANN E._LEE _ ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. (SEAL OR STAMP) (SIGNATURE) TITLE MY APPOINTMENT EXPIRES THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE— SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN 20........ .................................................. CERTIFICATE N0. ................... RECORDER'S CERTIFICATE............................................................ FILED FOR RECORD THIS ......... DAY OF ..........20 ..... AT ...M IN BOOK ..........OF........ AT PAGE......... AT THE REQUEST OF PAUL ..E....MORROW. ................. SURVEYOR . ' . .. S NAME ................................. MANAGER SUPT. OF RECORDS APPROVAL V VAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES APPROVED THIS DAY OF ---------- 20__. SENIOR ENGINEER, PLATTING UNIT, L7ANT USE SERVICES DIVISION KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINIED & APPROVED THIS --_ DAY OF , 20__ KING COUNTY ASSESSORa^ DEPUTY KING COUNTY ASSESSOR MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING NOO'29'00"E LEGEND K.C.S.C. KING COUNTY SURVEY CONTROL (C) CALCULATED (M) MEASEURED (P) CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 100.00' OLD DIMENSION BEING ADJUSTED 100.00' EXISTING DIMENSION TO REMAIN JW.W NEW ADJUSTED DIMENSION APPROVAL NOTEE� THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE, THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DATED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. OLD LEGAL DESCRPTIM LOT "A" (PARCEL No. 145750-0090) TRACT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. LOT "B" (PARCEL No. 145750-0095) THE NORTH HALF OF TRACT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006, ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. 11 K.C.S.C. PT. NO. 3744 � "BROKEN" 3" BRASS DISK 14 IN CONC. ®SURFACE Z (VISITED MAY '06) 0 N 100 0 50 100 200 GRAPHIC SCALE ( IN FEET) 1 hch ®100 ft. NE 1/4 of SE 1/4, SEC. 14, T. 23N., R. 5E.,W.M. W PUNCH IN 1-1/2" -BRASS DISK o0 ' N CAE (VISITED MAY '06) Z is a PIN IN LEAD IN 1" IRON PIPE m a, z IN Q 0 , N87'55'20"W (VISIC\l TED MAY '06) SE 136TH S1. ,. ° 1306.$9' ° N87'S8'Sp"yy g53,13�- TACK IN CONC., IN CASE — ^------ - (VISITED MAY I m vi o V 0 593.12'(C) 592.69'(P) ON. 30' `r 30' b� O N1 z 'n _ 4m 4m N v I N O It Ito (0 N w wa w N O 0 z ( I a 9A N88'03'33"W 593.25'(C) 594.59'(P I I I ' t I I I I I I I � t M I I tN LOT 'A7 r__ OLD AREA BEING ADJUSTED �to N 195,304 SFt ► I o `�''� NEW ADJUSTED AREA i i,� �N z 191,888 SFf �. 25' PEDESTRIAN�``�� WALKWAY EASEMENT REC. No. 20050516000096 N NEW ADJUSTED LOT LILr_ N - N87°48'19'W 255.56'td�7°®.5'39'yy 0 _ ____182.93' 0 — ...,. � _____ j�N88'08'27"W 593.39'(C) 596.68'(P) cl OLD LOT LINE a BEING ADJUSTED Co LOT 'B' Q' _U z OLD AREA BEING ADJUSTED M.W,,.., ��a<0 z--�, �Fa T 97,669 SFf QO i zr UWp 3 NEW ADJUSTED AREA zar I 101,085 SF± a zzm ao "W N88'10'54"W 593.46' V S;zW vi U� O h- �a,25 (n m Q t-- 30' "A" KCREC ��s LOT Na9L20000124001 848 1309.11' `jf, �--______- 654.26' N$$'37140"W v — N88'37'40"W 1308.52'(M) 383 41 o'(P) SE WTH ST. DA-MORROW--POBLUE, INC. t 7�/// 726 AUBURN WAY NORTH �; URN, WASHINGTON 98002 (253)333-2200 (FAX)333-2206 S EXPIRES: 04 APR '07 r - 1 ENGINEERING - SURVEYING LAND PLANNING incorporated LOT "B" nn g) V) N 0 0 z (n ter, 5UO tnzQ 30' Moo �ZW V V) XZ5; 654.26' 144113 23 U 24 CLEW LAKERIDGE DEVELOPMENT, Inc. P.O. BOX 146 RENTON, WA 98057 PHONE No. (425) 228-9750 PROJECT BOUNDARY UNE ADJUSTMENT F�)I- LAKERIDGE DEVELOPMENT SITE PLAN DRAWN 9Y SMR SCAIE 1" = 100' °R^vNo 01477CONLLA APPROVED 31 AUG '06 Jos/ 01477 of am LUAe- s-fil �Y . KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LAKERIDGE DEVELOPMENT, Inc. A WASHINGTON CORPORATION BY: Wm, WAYNE JONES Jr., TITLE: PRESIDENT STEVEN P. LEE JOANN E. LEE STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ Wm. WAYNE JONES Jr_,_ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE — PRESIDENT___ OF _L&K.f_RmQE_ lrlcl __ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. 11TWr (SEAL OR STAMP) (SIGNATURE) TITLE MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT STEVEN P; LEE AND JOANN_E._LEE _ ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED (SEAL OR STAMP) (SIGNATURE) TITLE MY APPOINTMENT EXPIRES THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN 20........ .................................................. CERTIFICATE NO. ................... FILED FOR RECORD THIS ......... DAY OF ..........20 ..... AT ...M IN BOOK ..........OF........ AT PAGE......... AT THE REQUEST OF PAUL E. MORROW .............................. SURVEYOR'S NAME ........................................................................ MANAGER SUPT. OF RECORDS APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SEF,'VICES APPROVED THIS ___ DAY OF ---------- 20__. SENIOR ENGINEER, PLATTING UNIT, LAND USE SERVICES DIVISION KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINIED & APPROVED THIS ___ DAY OF , 20__ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING N00'29'00"E LEGEND K.C.S.C. KING COUNTY SURVEY CONTROL (C) CALCULATED (M) MEASEURED (P) CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 100.00' OLD DIMENSION BEING ADJUSTED 100,00' EXISTING DIMENSION TO REMAIN 1j .W NEW ADJUSTED DIMENSION THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DATED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. OLD LEGAL DESC;PIPTI M LOT "A" (PARCEL No. 145750-0090) TRACT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. LOT "B„ (PARCEL No. 145750-0095) THE NORTH HALF OF TRACT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. fi K.C.S.C. PT, NO, 3744 Ozl "BROKEN" 3" BRASS DISK 14 IN CONC. ® SURFACE (VISITED MAY '06) 1` 1-4, 91_11t* kt VOLIPAGE 100 0 50 100 200 GRAPHIC, SCALE (W FEET) 1 kicft. -100 f NE 1/4 of SE 1/4, SEC. 14, T. 23N., S. 5E.N.M. r� 0 10 w PUNCH IN 1-1/2" VO)r.l W BRASS DISK IN CASE z _ o) ;v (VISITED MAY '06) o PIN IN LEAD m 0) z IN 1" IRON PIPE N p `O IN CASE (VISITED MAY '06) N87'55'20"W `SE 136TH u7: o 1306.89' o -" "'_'_ — ------ --- N87'5� 8'50"W 653.13' TACK IN CONC., IN CASE MAY '06) CO voi n �R(VISITED ---� — o .; o y 593.12'(C) 592.69'(P) bci ,,3 O 30' 'mod 30' o� I a cv1 Zu) r. a 1 G�� P� E Q G 33"W 59 2-25'(C) 594.59'(P) I I — � I i I I l =n I I o �t o N Vy Co 2 I I I I w `�' LOT 'A' t r- OLD AREA BEING ADJUSTED ,°�v° �;F N 195,304 SFf I i z o �' NEW ADJUSTED AREA i (d0° 4- z 191, 888 SFf �., Ml 25' PEDESTRIAN--/'- � WALKWAY EASEMENT Li REC. No. 20050516000096 N NEW ADJUSTED LOT LINE p�� t,�ry - W N 748'1+"9V 255.56' �7o�J e77, '� N8182.93' 38'20 yr ro 27"W 593.39'(7)596.68 (P) o0 c' 70LD LOT LINE Ld BEING ADJUSTED LOT .B. 1n Q' OLD AREA BEING ADJUSTED 97,669 SFt 10 ao Q``. NEW ADJUSTED AREA (0? ZE r I 101,085 SFf 2 ZZ7 a-z° ca N88'10'54"W 593.46' vy zw (n oI - cnA �- (3zoo <"Fn 30 „ KCBL A L99L 3025 a?S m� LOT A REC. No. 20000124001848 30 LOT V411309.11' 2233 ~ N8837'40"W o — "�`�--- -- -- 654.26' s N88'37'40"W 1308.52(M) 33 481 0'(P) SE WTH ST, 01, �Z N C-4 b (0 a z V)V)co 0<a V)z>� mva z 6 w � V) xz5 654.26' 14 K N N qt I O KING COUNT`(, WASHINGTON oBOUNDARY LINE ADJUSTMENT NO.Z o(-coos7 DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO ROW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LAKERIDGE DEVELOPMENT, Inc. A WASHINGTON CORPORATION BY Wm. WAYNE JONES Jr., TITLE: PRESIDENT STEVEN P. LEE JOANN E. LEE STATE OF WASHINGTON COUNTY OF KING 1 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ Wm. WAYNE JONES Jr., SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE PRESIDENT _FROF _L&KZF QLj?EVELOPMEN], Inc. TO BE THE EE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. I DATED (SIGNATURE) TITLE +� MY APPOINTMENT EXPIRES _ STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT aTF ,VEtL P. LEE AN DOANN E. LEARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. (SIGNATURE) TITLE ~� Y MY APPOINTMENT EXPIRES _ LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN 20........ .................................................. CERTIFICATE N0. ................... I RECORDER'S CERTIFICATE .... ...... ..............-.........-.....-...........-........ FILED FOR RECORD THIS ......... DAY OF ..........20 ..... AT ...M IN BOOK ..........OF........ AT PAGE......... AT THE REQUEST OF PAUL E. MORROW SURVEYOR'S NAME ................................. ......................... ...... MANAGER SUPT. OF RECORDS APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES APPROVED THIS _ DAY OF --------,20__. PLATTING UNIT, LAND USE SERVICES DIVISION D D (� S Cu ► e-r L ...wd Sde ✓ero•2 KING CQUNTY DEPARTMENT OF ASSESSMENTS EXAM I D & APPROVED THIS DAY OF 20— KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR MERIDIAN WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARMS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING NOQ'29'00"E i so K.C.S.C. KING COUNTY SURVEY CONTROL (C) CALCULATED (M) MEASEURED (P) CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 100.00' OLD DIMENSION BEING ADJUSTED 100.00' EXISTING DIMENSION TO REMAIN '} .W NEW ADJUSTED DIMENSION APPROVAL NOTED THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. RLEENERICZ-3 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DATED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. OLD LEQAL DESCfP`fiOTV.S I OT "A„ (PARCEL No. 145750-0090) TRACT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. LOT "B" (PARCEL No. 145750-0095) THE NORTH HALF OF TRACT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. ice? 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. 11 K.C.S.C. PT. NO. 3744 C-� "BROKEN" 3" BRASS DISK 14 IN CONC. 0 SURFACE Z (VISITED MAY '06) VOL./PAGE 100 0 50 100 200 GRAPHIC SCALE ( IN FEET) 1 inch -100 tL NE 1/4 of SE 1/4, SEC. 14, T. 23N., R. 5E„W.M. 04 w PUNCH IN 1-1/2" I 00 IN CASDISK z rn (VISITED MAY '06) .— N o PIN IN LEAD to N z IN CASEON PIPE 0 i° (VISITED MAY '06) SE 13M ST 0 0N8755'20"W TACK IN CONC., IN CASE U5 ^ i306.$g' ----- -- N87'58 50 W 653.13(VISITED MAY '06) m vi 0. 30' 593.12'(C) 592.69'(P) 0�N PASH LI've 30' N 4 I 00 o041 Z I 1 . I rn 0) rn N v � I h I I o) N I in 0 4 �to N w 00 F4 O 0 Z I o 0 OD $N N w O �z h N M W N to N (V 0 .._ a to F �\J 1 P\ �Co o�- N N88'03'33"W 593.25(C) 594.59'(P) t t t t t t 2 LOT 'A' OLD AREA t t - 195,304 SFf I I �� NEW 4 AREA I i (06 04 191,888 SFf �. c�M 25' PEDESTRIAN�`\�`�� WALKWAY EASEMENT REC. No. 20050516000096 ` NEW AE)dHjs� LOT LINE N87"0lanf%^l N�7°38'20V z N88'08'27"W 593.39'(C) 596.68'(P) OLD LOT LINE Q 0 � LOT 'B' ^Q .Z 4co OLD AREA <0 0tj 0 Z.+(->- v a-. o 3 NEW AREA a ZO"a I zz� 101,085 SFf a 00 'a LX N88'10'54"W 593.46' v►�� Q° c3 �`�— 30' „ KCBLA L99L3025 LOT XCL CO 1� REC. No. 20000124001848 LOT A 1309.11', 654.26' _ N88'37'40"W �' N88'37'40"W 1308.52'(M) 1338.40'(P) SE 144TH n o I rn N I 10 6 N wQ a> Q W t7 0 o(p N Z .-- co 0 z I V) N c^D V O v izQ C0 0 0 ?ow It V V) xz5 654.26' _14D1 30'