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HomeMy WebLinkAboutLarge FormatRECORDING NO. VOL./PAGE SHORT PLAT N0. L05S0064 KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. MICHAEL E. DAVIS LEHMAN BROTHERS BANK, FSB, A FEDERAL SAVINGS BANK STATE OF_________________) ) SS COUNTY OF _______________) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT APPROVALS: DEPARTMENT OF ASSESSMENTS DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS ____ DAY OF__________, 20___ I EXAMINED AND APPROVED THIS ____ DAY OF_—_______- 20____ DIVISION DIRECTOR, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS ____ DAY OF_______-__, 20___ DEVELOPMENT ENGINEER SITE AREA(S): EXISTING: 17,880t SQ. FT. (0.410f ACRES) LOT 1: 4,526t SQ. FT. (0.104f ACRES) LOT 2: 4,450t SQ. FT. (0.102f ACRES) LOT 2: 4,451f SQ. FT. (0.102t ACRES) LOT 2: 4,452t SQ. FT. (0.102t ACRES) ASSESSOR DEPUTY ASSESSOR ACCOUNT NUNBER LEGAL DESCRIPTION: THE WEST HALF OF LOT 6, BLOCK 2, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE(S) 27, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO: RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF: RESERVING: MINERALS RESERVED BY: NORTHWEST IMPROVEMENT COMPANY, A DELAWARE CORPORATION RECORDED: MAY 5, 1944 RECORDING NO.: 3385245 RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS DELINEATED AND/OR DESCRIBED ON THE PLAT RECORDED IN VOLUME 40 OF PLATS AT PAGE(S) 27 IN KING COUNTY, WASHINGTON. TITLE REPORT: THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED UPON STEWART TITLE COMPANY, SUBDIVISION GUARANTEE COMMITMENT ORDER NUMBER 207150639, DATED JUNE 19, 2007 AT 12:00 A.M. MERIDIAN: KCSC-KING COUNTY SURVEY CONTROL, SURVEY MONUMENT CONTROL DATABASE, ADJUSTED TO NORTH AMERICAN DATUM 1983-1991 (NAD 83-91), LAMBERT GRID COORDINATES, PRODUCED BY KING COUNTY DEPARTMENT OF TRANSPORTATION SURVEY UNIT, DATED MARCH 24, 1997. BASIS OF BEARINGS: BASED UPON THE MONUMENTED NORTH -SOUTH CENTER OF SECTION 29, T 23 N, R 5 E, W.M.; KING COUNTY #3790: N: 170706.002(C)(M)(KC); E: 1303177.356(C)(M)(KC) KING COUNTY #3810: N:165408.910(C)(M)(KC); E:1303018.692(C)(M)(KC) BEARING: N 01'42'56" E DATE OF FIELD SURVEY: SEPTEMBER 3012005 - REFERENCES: KING COUNTY ASSESSORS MAPS OF SECTION 29, T. 23 N., R. 5 E., W.M. PLAT OF AKER'S FARMS NO. 5; VOL. 40. PG. 27. PORTION OF NE 1 /4, SW 1 /4, S. 29 T. 23N R. 5E BUILDING PERMIT NOTE: PERMIT APPLICATIONS FOR BUILDINGS OR OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST BE REVIEWED BY KING COUNTY FOR COMPLIANCE WITH BEST MANAGEMENT PRACTICES (BMPS) AND OTHER APPLICABLE DRAINAGE STANDARDS AS SPECIFIED IN THE SWDM AS DETERMINED BY KING COUNTY, THE PERMIT APPLICANT FOR EACH LOT MUST PREPARE A DRAINAGE SITE PLAN WITH PROCEDURES FOR DESIGN AND MAINTENANCE DETAILS AND RECORD A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR IMPLEMENTATION OF THE BEST MANAGEMENT PRACTICES. THESE PLANS SHALL CONFORM TO THE RESTRICTION OF APPROVED CONCEPTUAL DRAINAGE PLAN OF A LIMIT OF 2,500 SQUARE FEET OF IMPERVIOUS SURFACE, PERFORATED TIGHT LINE FOR DOWNSPOUT RUNOFF AND 440 SQUARE FEET OF PERMEABLE PAVEMENT UNLESS OTHER BMPS HAVE BEEN REVIEWED AND APPROVED BY DDES. TREE RETENTION PLAN: PURSUANT TO KCC 16.82, AN APPROVED TREE RETENTION PLAN IS ON FILE WITH THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.), RECORDS CENTER, ON SHEET__OF___OF THE APPROVED ENGINEERING PLANS NO._ UNDER ACTIVITY N0.___ LOTS WITHIN THIS (SHORT) PLAT EITHER CONTAIN TREES THAT MUST BE RETAINED OR MUST BE PLANTED I REPLACED PER SAID APPROVED TREE RETENTION PLAN. ANY PROPOSED CLEARING, GRADING OR CONSTRUCTION ACTIVITIES THAT WILL OR MAY IMPACT A SIGNIFICANT TREE WITHIN SAID LOTS MUST BE REVIEWED AND APPROVED BY KING COUNTY LAND USE SERVICES DIVISION, OR ITS SUCCESSOR AGENCY, FOR COMPLIANCE WITH SAID TREE RETENTION PLAN. PRIVATE DRAINAGE EASEMENT COVENANT: THE OWNERS OF PRIVATE PROPERTY WITHIN THIS SHORT 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 SHORT 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, ROM 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. TDR NOTE: THIS PLAT HAS PARTiC;PATED IN KING COON T Y"S ';RANSFER OF DEVELOPMENT RIGHTS (iDR)" PROGRAM. THE DENSITY FOR THIS PLAT WAS ACHIEVED THROUGH THE INCLUSION OF 1 TRANSFER OF DENSITY CREDITS. PRIVATE DRAINAGE EASEMENT MAINTENANCE NOTE: THE 10-FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 1, 2, 3, AND 4 IS FOR THE BENEFIT OF LOTS 1, 2, 3, AND 4; THE OWNERS OF THE LOTS HAVING BENEFIT OF USE SHALL SHARE AND BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE DRAINAGE FACILITIES WITHIN THE EASEMENT. FIELD EQUIPMENT: GEODIMETER 610, 3 SECOND DIRECT READING TOTAL STATION ROAD MPS FEES: ROAD MPS FEES PER K.C. CODE 14.75 FOR LOTS 1. 2 AND 4 THROUGH N A SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). FOR INSTRUMENT. FIELD PROCEDURES: LOTS 1. 2 AND 4 THROUGH N A THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE FIELD TRAVERSE AND SIDE SHOT MEASUREMENT PROCEDURES EMPLOYED SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. DATED SURVEY MEASUREMENT STANDARDS: ROAD MPS FEES PER K.C. CODE 14.75 FOR LOT 3 SIGNATURE OF FINAL PRECISION RESULTS OBTAINED FROM FIELD TRAVERSE PROCEDURES FOR THIS SURVEY MEET OF EXCEED STANDARDS ONE RESIDENTIAL UNIT WAS EXISTING AND OCCUPIED WITHIN THE THREE YEARS PRIOR TO THE APPLICATION FOR NOTARY PUBLIC CONTAINED ON W.A.C. 332-130-090+ DEVELOPMENT OF THIS SUBDIVISION, LOT 3 IN THIS SHORT PLAT SHALL BE EXEMPT FROM THE PAYMENT OF FEES PRINTED NAME OF REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM. SEE KING COUNTY DEPARTMENT OF TRANSPORTATION NOTARY PUBLIC NOTES: PUBLIC RULE 6.2.1.4. TITLE 1. THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE EASEMENT PROVISIONS: NORTH -SOUTH ROADS WITHIN THE RANGE OF 16800 TO 16816. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE MY APPOINTMENT EXPIRES PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO QWEST, COMCAST, SOOS CREEK WATER AND SEWER DISTRICT, CITY OF RENTON PUBLIC WORKS DEPTARTMENT, AND FOR PUGET SOUND ENERGY, AND THEIR RESPECTIVE SUCCESSORS AND STATE OF_________________) 2. THE STREET TREES PURSUANT TO KCC 21A.16 SHALL BE OWNED BY THE ABUTTING LOT OWNERS UNLESS AND UNTIL ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS ) SS KING COUNTY AND ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM. AND TRACTS, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, COUNTY OF CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION _______________) 3. PURSUANT TO KCC 21A.43, SCHOOL IMPACT FEES, IF APPLICABLE, SHALL BE ADDRESSED AT THE TIME OF BUILDING AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, TV, AND GAS SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT PERMIT APPLICATION. LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE 4. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED _______ OF________ 5. PURSUANT TO KCC 2 1A.43, SCHOOL IMPACT FEES, IF APPLICABLE, SHALL BE ADDRESSED AT THE TIME OF BUILDING TO A BUILDING. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PERMIT APPLICATION. PURPOSES MENTIONED IN THE INSTRUMENT. 6. ALL UTILITIES WITHIN THE PUBLIC ROAD RIGHTS OF WAY ARE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL. DATED SIGNATURE OF W NOTARY PUBLIC PRINTED NAME OF < Q NOTARY PUBLIC TITLE J O MY APPOINTMENT EXPIRES 7 RECORDER'S CERTIFICATE ..................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ................................. . ....................................... Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and County Statute and Ordinance in MARCH. 2007. ....................................... Certificate No. 29267 KENNETH R. ANDERSON AND ASSOCIATES, INC. Surveying, Mapping and Land Planning 1720 South 341st Place, Suite C-4 Federal Way, Washington 98003 Des Moines (253) 838-1199 Tacoma (253) 272-9858 FAX (253) 838-8164 < E—Mail: mail@andersonsurveyors.com EXPIRES: Og Go N2 S TL'4�9 L!►l'lfl 9 /24/ NELLIS SHORT PLAT 16816 — 104TH AVE. S. RENTON, WA 98055 ATE O. I DWN. BY CJS I D MARCH 26, 2007 I JOB05N067 CHKD. BY KRA SCALE SHEET NTS 1 OF 2 0 IL M CL ofEL RECORDING NO. VOL./PAGE OSHORT PLAT N0. L05S0064 KING COUN-fY, WASHINGTON � w a 3w v�Lo _ o sF dN" CO Nz 179054' FND 4X4 CONC MON W/ SMALL BRASS PIN, 1' DEEP. VISITED 9/30/05 N8816'46"W(P) 314.25'(P) N88'16'46'W(p) N88'16'21 "W 1313.93' C N88'16'21'W(C) 339.97'(M) 340.00'(P) 314.25'(C) FND 4X4 CONC MON W/ 89'59'26-(C)(P) SMALL BRASS PIN 2' DEEP. S � E . 1 6 6 TL � VISITED 9/30/05 I�'� ANGLE POINT SB916'32'W(P) E-W CENTERLINE SECTION PER PLAT OF AKER'S FARM'S NO. 5 20 29 KING COUNTY #3790 FOUND SURFACE BRASS 2.5'f SCALE: 1 inch = 20 ft. vl SOUTH OF CENTERLINE OF JONES o 10 zo 30 40 50 M PLACE SE; RENTON N CONTROL#875, STAMPED PORTION OF N "TOWNSEND & ASSOC LS 9634". VISITED 12/16/04. NE 1 /4, SW 1 /4, S. 29 T. 23N R. 5E I ' z N: 170706.002(C)(M)(KC) Q E: 1303177.356(C)(M)(KC) It; m IwN cnT Q :n m N U d. z KING COUNTY #3810 r- FOUND MON IN CASE AT INTERSECTION OF HIGHWAY 575 AND SE 176TH STREET; CONC. W/2" BRASSIE W/" X", 0.5'f DOWN. -- 29 VISITED 12/15/04. N:165408.91 O(C)(M)(KC) 32 E:1303018.692(C)(M)(KC) >of I I ,--N. LINE, LOT 6, BLOCK 2 , . 1 ^ U U) � y ri 0 N W� v 3 Qo N a ^ m �I o Co '' T ^ CL 3 '' F O 0 (N I I / 30.00'-___ I I 30 I o N8816'46"W(P) N8816'21'W(C) 127.12'(C) I I-..-.10' UTILITY AND PRIVATE STORM o I DRAINAGE EASEMENT L ro O O r� 7 I r N88'16'21"W 127.14' N88'16'21 "W 127.17' 3 10' PRIVATE STORM DRAINAGE EASEMENT N88'16'21 "W 127.19' I 4,CD I O M I 10' PRIVATE STORM L _. DRAINAGE EASEMENT- - - - - - - - - - ----------------I------- N88'16'46'W(P) N8816'21'W(C) 127.22'(C) S. LINE, LOT 6, BLOCK 2 3' WATER EASEMENT PER RECORDING NUMBER 4513644 W s N 0 oIM cp Oeh PoO FOUND 5/8" REBAR & CAP, MARKED "CRONES 29587", N60'05'24"E, 0.15' FROM CALCULATED POSITION. VISITED 10/04/2005. RECORD OF SURVEY 20050415900014 185/106 FOUND 5/8" REBAR & CAP, MARKED "CRONES 29587", 0.18' EAST OF LINE, VISITED 10/04/2005. E. LINE, W1 /2 LOT 6, BLOCK 2 LEGEND: O EXPIRES: (C) (M) (P) (KC) MONUMENT (AS NOTED) FOUND REBAR (AS NOTED) SET 5/8" REBAR W/CAP MARKED "KRA 29267" CALCULATED MEASURED PLAT OF AKER'S FARMS NO. 5 KCSC-KING COUNTY SURVEY CONTROL, SURVEY MONUMENT CONTROL DATABASE DWN. BY CJS CHKD. BY KRA NELLIS SHORT PLAT 16816 - 104TH AVE. S. RENTON, WA 98055 DATE MARCH 26, 2007 SCALE 1"=20' JOB NO. 05-067 SHEET 2 OF 2 1*1 v a 0 L N T Z i U 0 r co 0 S,.W. 1/4, SECTION 29, TWP. 23 N., RGE. 5 E., W.M. �tn0(mm o MATCHLINE BELOW Lo r7 `, ' f F �O. ytj PROPOSED MITIGATION PER KCSWDK APPENDIX C - SECTION C.13.1 NOTE: 1" MIN. FULL ROAD WIDTH PAVEMENT a a i KIk= OVERLAY SHALL BE PROVIDED ACROSS l 1. LIMIT IMPERVIOUS SURFACE - SEE ATTACHED CALCULATIONS THE ENTIRE SHORT PLAT IN 104TH w O m a m �D » a of 2. PERFORATED TIGHT LINE TO STREET STORM SYSTEM z O � 0 CITY OF KING 3. PERMEABLE PAVEMENT - SEE ATTACHED CALCULATIONS °D v �� RENTON COUNTY 0' ft/W RIGHT OF WAY/ I W u] a z > O j =j O O T EXISTING 16' PAVEMENT _ PROPERTY LINE CONSTRUCTION %�- CENTERLINE EXISTING CURB I ui O o `� O =% z z c] o & GUTTER m z RIGHT OF WAY MATCH EXISTING CENTERLINE GRADE 361.70 m PAVING LIMITS r- I \. MATCH EXISTING GRADE .562.02 z �.. m O BEGIN TRANSTION FROM EX. z 16 f2.25 CROSS SLOPE SECTION PAVEMENT MATCH EXISTING i TO PROPOSED CROWN SECTION GRADE 361.32.'`' x LA STRIP PE SIDEWALK I II 4 5' NDSCA 17 t7 5' AS' -BUILT CURB I MATCH EXISTING a &GUTTER I. - I GRADE 362.66 m o BY OTHERS ` f A rm I I MATCH EXISTING WOODS z I GRADE 361.9:5 m y `•VERTICAL LUA 05-056 x II {„� ! 30 R/W i CURB + GUTTER CITY OF RENT.QN) -. i BEGIN PAVEMENT 2% --� .. I' APPROXIMATE I TRANSITION/FLOW LINE r - -���0. LOCATIO , OF r r.,. �,. :t iii ii ;�* �3 ��. �;�.i�„v a. :,, ,_.,. ,,- ,• � �\�\��\\\ DRAIN 0�' :::�•c'a>"' � �."" r;,,��`�'^ >#{,.,; �e��„���,?�'^��,� :rsY�, _. : .�:. ,;.' %j�� ,�/�j� EX. 8" WATERLINE. I .: GRADE TO °� CONTRACTOR I 2% MAX xYu �«���.�'fi,�r'`�+,{�....�`'a:^r-��:.�.:..z��.-'�Y'�. a`.._.-z,,..f:.....1'�. �• /�\• ! II I. TO FIELD VERIFY TRANSITION TAPER MIDPOINT 361.3) II" 4" CSTC I I� 10:1 PAVEMENT 2CLASS B AC ' S�r 711 TRANSITION TE':PER 4" ATB ,� ` II - PAVE SHOULDER BEGIN PROPOSED CROJ SECT IO I END SIDEWALK EL=351.63 6" CSTC / CB#2, TYPE 1 t3 I EXISTING UTILITY POLE peout (WipeOut) STA. 1 1 +26.44 (15. 0 LT) t' ! TO REMAIN RIM=360.137 �' ,' I i 20' DRIVEWAY CUT 4 w 6 e Y Y d - n N - Z N >- 3 � m �I _v► CIO IC I0 {< .=t o 0 a Io � v s 07 Ih 0 c°Nv i z > I& fr J I G IE=356.49 (12" $D ,) l I (TYP. 4 LOCATIONS) C3.1 , ' N 167865.49?•"r�:yh I� m� 2 . I It 1301929 8 ill � �` `��:• ; .. A 104TH AVENUE SE SECTION t V - ' -- - - - F BEGIN RENCH * DRAIN CEDAR AVENUE 3E ' a CLEAN UT , ( T 136 LF 12" CPP 16' 1 16' f , • 0 S=0.91 _ 6DE 16'1- 16'f GENERAL NOTES � � '; , -- - INSTALL BY BU L-. _) II r„ „ 10' STORM . _. 1 2 LF =TU,,r EASEMENT 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), KING 5 MIN. SEPARATIONCOUNTY ROAD STANDARDS KCRS , `KING COUNTY SURFACE WATER DESIGN MANUAL KCSWCIM BETWEEN EXISTING() ( ) > AN ERF0R1 `� : 3 , AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. ►T SHALL BE THE SOLE WATERLINE D �` l UT CONNECTION (TYP C3. 1" + hEXISTING RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY PROPOSED STORM I I I t ;+ � ` W SIDEWALK ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLAN-3. - ; l LOT k FRENCH DRAIN 2 " + ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 3 STREET TREES s I � :� L C3,2 C3.2 (TYP) 1 I 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING ' I r-r, II f 6" PRIVAT LINO INSTALL BY BUILDER COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES)ENGINEERING a REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DUES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS II S ' 10' UTIL TY EASEMENT ' SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. I CBU MAILBOX 16 . UN S 1 'k Ih i APPROVED BY POSTM STER C3.1 I 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL ' I w I ySTA OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, II� I I I' I CT 3 3: NE GIN 16809670.+00 ELECTRICAL, ETC.). SEE LIST OF SERVICES ON THIS SHEET. a I k E 1301785.12 Ila I - _ g 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MU''T BE HELD BETWEEN THE DDES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE .� III V I _ _ 6" PRIVATE jNE_JINS LL�BY BUILDER) APPLICANT'S CONSTRUCTION REPRESENTATIVE. W 4 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS APPROXIMATE LOCATION OF, V j o s= I I � CONSTRUCTION � IN PROGRESS. EX. 8" WATERLINE, II v "Ww.l . PERMEA PAVEMENT 4' I CENTERLINE i 4 �. (SEECONTRACTOR N T 1,5) 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECT(ON TO FIELD VERIFY 4, o CT 4 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. AS -BUILT CONTOURS BY I ` W T OBTAIN ALL CONSTRUCTION OTHERS (KRISTEN WOODS 13 LF 12" DIP w "", iceice, :"'- T I I FRIGHT OF WAY 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR RESPONSIBILITY 0 OB L ER EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT -OF -HL4Y, LUA 05-056 CITY OR ® S=0.60% I, W ,, l24• (TYP t<.� ., CENTERLINE Y ., m !,C _ < RENTON) CB #?A, TYPE i 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED STA. 12+63.72 15.00' LT) PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SETOFPLANS THAT MEETS ALL REQUIREMENTS OF KCRS CHAPTER 8 IS SUBMITTED :TO THE DDES LAND USE INSPECTION RIM=357.28 `, 1 t, 1 SD c> ,_ z SECTION THREE DAYS PRIOR TO CONSTRUCTION. IE=355.25 (12" ) Ni III,;,, CE}: #3, TYPE 1 12 _f!IPE ,TO BE ABANDONED r.• W SOLID LOCKING LID 9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY DDES. I r; II "a CEMENT -CONCRETE 5 / HLIN ABOVE MATC E SIDEWALK TRANSITION C3.1 T0.BE ABANDONEDI'l_ 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE I (TYP) DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER _ SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B1 3.02 OF THE APWA !j �56 PAVE SHOULDER z STANDARD SPECIFICATIONS. / II � I CB #1, TYPE i 10:1 PAVEMENT SERVICE& 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. W/ SOLID LOCKING LID II N }� J TRANSITION TAPER •'+ 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND CD STA. 12+58.38 (23.50' , LT) COMPACTED TO 95 PERCENT DEN WATER PURVEYOR: SOOS CREEK WATER & SEWER DISTRICT (WSDOT 2-06.3). •RIM=357.81 73 LF 12" DIP 03.78% SEWER OPERATOR SODS CREEK WATER &SEWER DISTRICT IE=355.33 ,(12," SD) TELEPHONE: VERIZON � � ��� 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED E•lY V GAS/ELECTRIC: PUGET SOUND ENERGY COMPANY ODES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN TRANSITION, TAPER f ACCORDANCE WITH KCRS 8.03(B)3. CB # i B, TYPE 1 MIDPOINT 355.61 20 0 20 40 i `►• II REPLACE EXISTING CB 1 " =20 �. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING' ADEQUATE SAFEGUARDS, SAFETY RIM-354.78 82 (26.90' LT) O I FILL, EXISTING SMALL LOT BMP CALCULATIONS: Scale Feet ®.. DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE - I DITCH LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION iMITH IE=352.49 (12' N) THIS SITE DOES NOT SUPPORT DISPERSION OR INFILTRATION SO WE ARE USING •"� ] THE LIST OF BMPS IN ITEM 3 OF C.1.3.1 ON THIS SITE IN CONJUNCTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TR4+/FLED ENO PROPOSED CROWN SECTION ' ; END. -PAVEMENT ITEM 4 (PERFORATED TIGHTLINE). THE BMPS THAT WE HAVE CHOSEN ARE KING COUNTY D.D.E.& RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE BEGIN TRANSITION TO EX. CROSS., G 3S I TRANSITION/FLOW LINE REDUCED IMPERVIOUS SURFACE CREDIT AND PERMEABLE PAVEMENT. FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF SLOPE SECTION 4 THE WSOOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. p i REVIEW ENGINEER COMPLETION DATE THE KCSWDM STATES THAT THE PROJECT MUST MITIGATE FOR AN IMPERVIOUS V/ 15. PERMEABLE PAVEMENT SHALL BE CONSTRUCTED PER KING COUNTY SURFACE WATER DESICII MATCH EXISTING AREA EQUAL TO AT LEAST 20% OF THE SITE/LOT AREA. OUR BMPS MITIGATE FOR: END STA. 13+50 GRADE 354.07 MANUAL C.2.6. SENIOR ENGINEER COMPLETION DATE N 167646.88, . END CROSS SLOPE TRANSITION REDUCED IMPERVIOUS AREA 3,410 SF E 1301771.94 PERMEABLE PAVEMENT =880 SF TOTAL =4,290 SF EXISTING EDGE OF PAVEMENT JAMES H. SANDERS, P.E. APPROVAL DATE AS -BUILT INFORMATION PROVIDEDMATCH EXISTING =4,290 SF/17,880 SF = 24% DEVELOPMENT ENGINEER PERCENTAGE OF SITE AREA COMMENTS: rl ` GRADE 353.08 MATCH EXISTING DAVIS/KURTH OCT. 12, 2007 PROPOSED GRADE 353.53cq­ BY PAVING LIMITS�� 104TH AVE SE FLOWLINE DESIGN TABLE OFFSET 10 FL FROM' FLOWLINE DESCRIPTION STATION CONSTRUCION ELEV. CL BEGIN PAVEMENT TRANSITION 10+84.39 19.92' LT 361.67 BEGIN CURB GUTTER I � ' , 11 +'S.Q? 16.00' L' 360.88 AND SO'NALK 1 1 +50.00 16.00' LT 360.39 12+00.00 16.00' LT 359.19 12+50.00 16.00' LT 358.29 END CURB, GUTTER 12+65.30 16.00' LT 357.20 AND SIDEWALK A I END PAVEMENT TRANSITION 1 +4 . 3 6 36 18.98' LT 354.01 q ri it � i kU�h j iy AI + ;r h it iI I, t I ,r if t 1•, { f,a tl I I a it IVIA; 1 t, it • °"� '� I I� �If'i I Wr ' �9 X {j ' ,r. ' 1 'I IfF lllrrrF', , ,PI j r i I + li 1•,' , 1 .. I, • ,, 1: +j ! , m` , r )Ifi� n ,P 411 t , ilfi tq� 1 } I 9!t 8 r {� tp i a , , r�' Iti I � F r 1 IDS ,9; I , El t � I 'I �i ,t? r t� 1 j+ • t I„ r� if + rr , i { �t ,t It r ,u _.... -, i, .,. ..,. .. .. r. .•,.,.. - <- -. ,,. �...-.... :�,>.n . x: ... ,. .✓• ....-,. •-: ,1:_ ,,. ..-. . ..ii : u . d��:: , t, IFS �`.`4 it'»!'3: 8l="t �000n S.W. 1/4, SECTION 29, TWP. 23 N., RGE. 5 E. W.M. �� 10Noopo EL 4I� i................... ........... ........... ...... ..... ......... ........................ ........... ............... .............. ............... ............... ............. .. .. ...... ..... LLI . 380 :. i. EXISING 'GRADE / .. .. ... ...... .... ...... .. .... ....... ... .. .......... .. ........ .. ....... ..... ... ...... .......... ..... .......... .. ...... ....... .... ... ..... J J J F EXISTING: GRADE AT W m (a m MIN / 2 / / / . m m � CONSTRUCTION CENTERLINE. ;� / = J D m N O COVER : /; / Q in a i............ ..... . ... ........... ..... .. . ..... ......... .............. .. N � ± , PROPOSED GRADE AT : / / W o oWC MATCH EXISTING p CONSTRUCTION CENTERLINE of FLOWLINE : OF J (PER KRISTEN WOODS LUA OS-056) M / : / / i / / CB 3 TYPE 1 Y Y X a W w co ........ ............... ..... .............................................................................................:...................:..................:.................... �........:.............:................... .. .. . FO.. ...! ...................................... 1 + In / . / RIM=378.00 :.. ROAD GRADING : ` w MATCH EXISTING a��� / :IE=373.50 (12" W) :BY OTHERS : PROPOSED FLOWLINE QI FLOWLINE : GRADED wl 'PgP / / / / :IE=373.75 (8 N) i SEE 104 AVE SE X F- ®PIP) olW f i gq alul w CENTERLINE z �p / / FLOWLINE DESIGN TABLE ON END CURB AND GUTTER ;FLOWLINE -:--_--_ alp - - - - _ C3.0 FOR STATIONS/ELEVATIONS: BEGIN TAPER TRANSITION: FLOWLINE 0 / / / — .......E ........... ;......... ..... .......... .... ... ........ ........c.... / ... / ...•.... .. :.....360......:..................... ...............:....... -.-... ......... BEGIN TAPER - - N -- Z TAPER TRANSITION TRANISTION END RAN 360 • END TAPER TRANSITION FLOWLINE 136 LF D.1.P BEGIN CURB: AND GUTTER FLOWLINE S'0.917.: — -- — — — — — .01 m $ v —.......... ..... ......... .. C 4. 1 .. LF Y ----- -- _ _ /01/ O . 12 . 0<LP 12 -- _ 73 LF g _ APPROXIMATE OCATION 6 OF EX. 8 WATERLINE, C3i1 0 N CONTRACTOR T FI ao 350 0 ELD ..... ......... ... 0 P a ...... ....... 3. LFJ - u ' 12" CP ,.. I . 60% TYP 1 VERIFY CB 16 E 0 CB 1 TYI�E 1 REPLACE EXISTING CB : B 1 : TYPE 1 ^ _ CB 2 TYPE 1 W SOLID LOCKING LID �1 RIM=354.13 W SOLID LOCKING : LID RIM=360.87 RIM=357.97 7 R•' N RIM 7. I - 4 1 " NW IE 356.49 (12" S) � : .35 9 " ; E 352 9 (2 S) � �,,.... ...............:................. �....................... ...I 6...1 ".. W................... :.........................................................:...................•............ = 1 ... SW ............;..................;...................;....................... :. E 355..2 2 E,S. :' •. .......:.... ............. ................ ...............:............ ........ IE 355.26 (N2 E, � ( ) `o w THE o?� e ABANDON LINE TO EAST i ROAD GRADING CB 1A 'TYPE 1 : BY OTHERS CB to TYPE 1 �� g�� RIM=357,28: �• R msozN RIM�357.28 : IE=355.25 :12" N,NE,SE) IE=355.25 (12" :N,NE,SE) ��•,rs f .ti :F b� i 340 .•• 0 : Q s 11+00 12+00 13+00 W PROFILE - 104TH ME SE PROFILE - CB #3 TO CB #1 ... ...... .... ... ..... .. ...... . ...... ... .. .. .. .. ...... ........ ............. . .. .. .... .. ...... .... .... .... ..... .. .. .. ... . .. ... .. .. ...... .. ..... .... ... .... ...... .............. ... .... .... .. .. .... .. .. ........ ............ ... ....... ...... .. .. ... ..... ... ....... ..... ............. ..... ... .. ................ ... .. ....... . ... ........ ............... .... I� 94 7� :................ ........... ..... ............ AS BUILT INFORMATION PROVIDED (� 1.2.,..20U741 VE RTICAL 1 5 B . Y DAVIS/KURTH � OCT. _ 5 o 5 ' 10,. W Scale Feet Pal ..... .. ............... ............. ................... .......... ................. ............. ... ......... ................... ............................. ........... ....... ............. .. ... ..... .... .......20 .............40., HORIZONTAL Scale t Fee ' O FIRE HYDRANT OR SIDEWALK NEXT TO VERTICAL CURS 10' UTILITY EASMENT UTILITY POLE I Z I z i I MIN. ZI ui a w1 to I III — a m a I I 10' STORM EASMENT a L O Cl 2' I 10 MIN. 50' MIN. a z RANDOM FILL z1 JI g�� I I w it I LUMINAIRE 15' M.N. 3 PLANTING STRIP 50' MIN a a 3 o 4" PERF PIPE ui i C ^ o ` I Cl C r d! 4 •o V N 1I 0 MIN, FILTER FABRIC FRENCH ,DRAIN 4' 0o I /\//\///\//\\ J WASH ROCK -C \/\�/.� ,L �\ 11n WASHED ROCK 1 / ✓ ✓ �� 4 P o 24 MIN. %/\ )� m %, LINE WITH - /\\ FILTER FABRIC TRENCH CR088-SECTION //\ ? w y } r !� /�! NOTE 1. VERTICAL CURB LINE O \ �`` r ,,- jt � , ;�. 8" RIGID PLAN AT INTERSECTION W TO ROAD �// xr 3< a{" e c 3 } a /\ PERF. PIPE ' W' DRAINAGE /\ ! N.1 / „ ti, \\/ Lu SYSiFM NOTE: PIPE TO BE INSTALLED MIN. 6" Q BELOW DEPTH OF NOTES: 2 x,0' UNDISTURBED TILL 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ' LEV+:L TRENCH ♦♦♦Y///♦��� Z ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY KINQ COUNTY DAEB ■� W/PERF PIPE WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. Q 2. IF PLANTING STRIPS ARE APPROVED: REVIEW ENGINEER COMPLETION DATE .MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET. B. TREES SHALL BE ST;i(ED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. SENIOR ENGINEER COMPLETION DATE Z C. IN CASE OF BLOCK -OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 PLAN VIEW OF ROOF CONNECT TO DOWNSPOUT FEET IN BUSINESS DISTRICTS. DRAINAGE SYSTEM 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622 4. SEE SEC. 5.03. JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER t PERFORATED TIQHT LINE z y, "4FRENCH DRAIN; ;i STREET TREE STANDARDS COMMENTS: n a C}32 rz ,y ea NT8 �' �' N1�3 NTS IA' r I j�a # pII 1 y.; ;,T f r'E'I O i l y h v}, S ,, r :I4i,l f�IpU r,ijl iH, ,tl�13 p n>It'll I t ,,r.p pr,la I+ril } • � r _ rr a, �F T, d pt S; a,,':, r s r' p J i t. 4 rl If „a, i i I � 2 r 44 �, S 4 S `II , 1 , I,�tizr 1$ 5 � I ri f . rrprl ! ! I# 1.!} r i ' ,II r f , 1 }irilti,'' j '.I,+ It b p lr@ I 31}r � I 1,�ti�•'p ; )1 { , r .Fiji' I" 4 I ' i1iii` IJ f 0 N a 0 W w it 3 0 N z Q J IL U Y CONDITIONS OF APPROVAL PROPOSED SHORT PLAT (FILE NO. L05SO064), REVISED JUNE 9TH, 2006 AS DESCRIBED BY ATTACHMENT 1 OF THIS REPORT IS GRANTED PRELIMINARY APPROVAL; SUBJECT TO THE FOLLOWING CONDITIONS OF FINAL APPROVAL: 1. KCC TITLE 19A - COMPLIANCE WITH FINAL SHORT SUBDIVISION REQUIREMENTS: A. COMPLIANCE WITH ALL OF THE LAND SEGREGATION PROVISIONS OF KING COUNTY CODE (KCC) TITLE 19A. B. THE FINAL SHORT SUBDIVISION RECORDING DOCUMENTS MUST BE PREPARED BY A PROFESSIONAL LAND SURVEYOR, LICENSED IN THE STATE OF WASHINGTON. THESE DOCUMENTS SHALL COMPLY WITH THE CONDITIONS OF APPROVAL LISTED IN THIS LETTER. C. THE FINAL REVIEW PROCESS MUST BE COMPLETED PRIOR TO THE RECORDING OF THE SHORT SUBDIVISION OR THE SALE OF ANY LOTS CONTAINED WITHIN. THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES) STRONGLY RECOMMENDS THAT THE FINAL SHORT PLAN REVIEW PACKAGE BE SUBMITTED TO THE DEPARTMENT AT LEAST ONE YEAR PRIOR TO THE EXPIRATION DATE OF THE PRELIMINARY APPROVAL LETTER. D. ALL PERSONS HAVING AN OWNERSHIP INTEREST .IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINAL SHORT SUBDIVISION. E. ALL UTILITIES WITHIN PROPOSED RIGHTS -OF -WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL SHORT PLAT RECORDING, 2. ACCESS REQUIREMENTS (KCC14) 1993 KING COUNTY ROADS STANDARDS (KCRS): ROADWAY IMPROVEMENTS ARE REQUIRED TO ADDRESS ACCESS REQUIREMENTS AND IMPACTS TO EXISTING ROADS AND RIGHT-OF-WAY. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE WITH THE 1993 KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 11187, AS AMENDED (KCRS). THE PROPOSED SHORT SUBDIVISION SHALL COMPLY WITH THE KCRS INCLUDING THE FOLLOWING REQUIREMENTS, UNLESS OTHERWISE APPROVED BY DDES: A. THE EXTENT OF IMPROVEMENTS (CONDITIONED BELOW) REQUIRES THE SUBMITTAL OF ENGINEERING PLAN AND PROFILES AND APPROPRIATE REVIEW FEES. PLANS SHALL BE PREPARED AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON, AND SHALL CONTAIN THE APPLICABLE ELEMENTS OUTLINED IN KCRS AND/OR THE 2005 SURFACE WATER DESIGN MANUEL (SEE SECTION 2.2.2). THE APPLICANT SHOULD SUBMIT THE PLANS A MINIMUM OF SIX (6) MONTHS PRIOR TO THE PRELIMINARY APPROVAL EXPIRATION DATE. B. FRONTAGE IMPROVEMENTS SHALL BE REQUIRED ALONG THE ENTIRE LENGTH OF THE FRONTAGE OF 108TH AVENUE SE FOR AN URBAN SUBCOLLECTOR HALF STREET PER KCRS 2.03. THE EXISTING DITCH SHALL BE PIPED TO THE SOUTH EDGE OF THE SHORT PLAT. C. THE ROADWAY SHALL BE WIDENED TO A MINIMUM OF 20 FEET PER KCRS (2.03) FOR THE M STREET CONSTRUCTION OF AN URBAN SUBCOLLECTOR ROADWAY. THE ROADWAY MAY BE WIDENED ON THE WEST SIDE OF THE EXISTING PAVED AREA IF THE APPLICANT OBTAINS THE REQUIRED CITY OF RENTON PERMITS TO INSTALL ADDITIONAL ROADWAY WITHIN ITS JURISDICTION AND DEDICATED AS RIGHT OF WAY OR A PUBLIC ACCESS EASEMENT IS ESTABLISHED OR THE ENTIRE 20 FEET OF PAVEMENT SHALL BE REQUIRED IN THE EXISTING RIGHT -OF- WAY. THIS MAY REQUIRE DEDICATION OF ADDITIONAL RIGHT OF WAY TO INCLUDE ALL THE PAVED ROADWAY AND SIDEWALK. THE PROPOSED CURB LINE SHALL BE ALIGNED WITH EXISTING CURB ABOUT 200 NORTH OF THE SHORT PLAT LOT. 3. SURFACE WATER MANAGEMENT AND CONTROL (TITLE 9 KCC) - 2005 KING COUNTY SURFACE WATER DESIGN MANUAL (SWDM): SMALL PROJECT BMP'S SMALL PROJECT DRAINAGE REVIEW/BEST MANAGEMENT PRACTICES ;MPS) (SWDM SECTION 1.1.2.1) IS REQUIRED FOR THE NEW IMPERVIOUS SURFACE (FRONTAGE IMPROVEMENTS, DRIVEWAYS AND NEW HOUSES) CREATED WITH THIS PROJECT. THE REVIEW SHALL BE INCLUDED WITH THE FINAL PLATTING SUBMITTAL (TITLE 19A). ALTERNATIVELY, THE LOT IMPROVEMENTS MAY BE SUBMITTED AND REVIEWED SEPARATELY AT THE BUILDING PERMIT STAGE. A. TO IMPLEMENT THE REQUIRED BEST MANAGEMENT PRACTICES (BMPS) FOR TREATMENT OF STORM WATER, THE FINAL PLANS AND TECHNICAL INFORMATION REPORT (TIE)- SHALL CLEARLY DEMONSTRATE COMPLIANCE WITH ALL APPLICABLE DESIGN STANDARDS. AS DESCRIBED Iil OCHAPTER 5 OF THE DRAINAGE MANUAL, A SUBDIVISION PROJECT MAY IMPLEMENT THE REQUIRED BMPS OR DEFER THE LOT BMP REQUIREMENTS UNTIL FUTURE REVIEW OF BUILDING PERMITS. IN EITHER CASE, THE FINAL PLANS SHALL CLEARLY INDICATE THE APPLICABLE BMP-'STANDARDS AND REQUIREMENTS FOR IMPLEMENTATION ON THE RECORDED PLAT. B. IF THE BMPS ARE REVIEWED WITH THE SITE PLAN AND FINAL PLAT MAP THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT. "ALL BUILDING PERMITS ON LOTS OF THIS SHORT PLAT SHALL COMPLY WITH THE APPROVED SMALL PROJECTS SITE PLAN ON FILE WITH DDES (SHORT PLAT FINAL REVIEW ACTIVITY XXXXXX). APPLICATIONS THAT DO NOT COMPLY MAY BE SUBJECT TO FULL DRAINAGE REVIEW." C. IF THE SUBDIVISION APPLICANT CHOOSES TO DEFER IMPLEMENTATION OF LOT BMPS TO THE BUILDING PERMIT PROCESS, THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT: "PERMIT APPLICATIONS FOR BUILDINGS OR OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST BE REVIEWED BY KING COUNTY FOR COMPLIANCE WITH BEST MANAGEMENT PRACTICES (BMPS) AND OTHER APPLICABLE DRAINAGE STANDARDS AS SPECIFIED IN THE SWDM AS DETERMINED BY KING COUNTY, THE PERMIT APPLICANT FOR EACH LOT MUST PREPARE A DRAINAGE SITE PLAN WITH PROCEDURES FOR DESIGN AND MAINTENANCE DETAILS AND RECORD A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR IMPLEMENTATION OF THE BEST MANAGEMENT PRACTICES. THESE PLANS SHALL CONFORM TO THE RESTRICTION OF APPROVED CONCEPTUAL DRAINAGE PLAN OF A LIMIT OF 2,500 SQUARE FEET OF IMPERVIOUS SURFACE, PERFORATED TIGHT LINE FOR DOWNSPOUT RUNOFF AND 440 SQUARE FEET OF PERMEABLE PAVEMENT UNLESS OTHER BMPS HAVE BEEN REVIEWED AND APPROVED BY DDES" 4. SITE IMPROVEMENT INSPECTIONS, FEES AND FINANCIAL GUARANTEES (TITLE 19 & 27 KCC): APPROVED ENGINEERING PLANS, INSPECTION FEE AND APPLICABLE FINANCIAL GUARANTEES ARE REQUIRED PRIOR TO EITHER STARTING CONSTRUCTION OR RECORDING THIS SHORT PLAT. AT THE TIME OF ENGINEERING PLAN APPROVAL, YOU WILL BE NOTIFIED OF THE FEE AMOUNT THAT WILL BE REQUIRED TO INSPECT CONSTRUCTION AND THE AMOUNT SHALL BE DEPOSITED WITH DDES AND OF THE FINANCIAL GUARANTEE AMOUNT(S) REQUIRED PRIOR TO SCHEDULING OF THE PRE -CONSTRUCTION MEETING. PLEASE NOTE THAT THE PRE -CONSTRUCTION MEETING IS MANDATORY PRIOR TO THE START OF ANY WORK (INCLUDING SITE CLEARING) OR THE RECORDING OF THE SHORT PLAT. 5. HEALTH (KCC 13): THIS PROJECT IS EXEMPT FORM FURTHER KING COUNTY HEALTH DEPARTMENT REVIEW. HOWEVER, IF IMPROVEMENTS ARE REQUIRED FROM THE SEWER AND/OR THE WATER DISTRICT, THEN VERIFICATION SHALL BE REQUIRED FROM SAID DISTRICT(S) THAT THE IMPROVEMENTS HAVE BEEN BONDED AND/OR INSTALLED, PRIOR TO FINAL RECORDING OF THE SHORT PLAT. N 6. BUILDING AND CONSTRUCTION STANDARDS (TITLE 16): THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF KCC 16.82. m 7. FIRE CODE (KCC 17) SECTION 902 OF THE 1997 EDITION OF UNIFORM FIRE CODE: ° 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. co 8. ZONING CODE (KCC 21A): CL A. DENSITY AND DIMENSIONS (KCC 21A.12) N d- ALL LOTS SHALL MEET THE DENSITY AND DIMENSIONS REQUIREMENTS OF THE R-8 SO ZONE CLASSIFICATION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY SHORT SUBDIVISION, WHICHEVER IS LARGER. MINOR REVISIONS TO THE SHORT SUBDIVISION, WHICH DO NOT o RESULT IN SUBSTANTIAL CHANGES AND/OR DO NOT CREATE ADDITIONAL LOTS, MAY BE APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. BASED ON THE DENSITY CALCULATION WORKSHEET SUBMITTED BY THE APPLICANT, THE NUMBER OF DWELLING UNITS 0 ALLOWED IS 3. THE APPLICANT PROPOSES TO ACHIEVE THE INCREASE IN DENSITY (1 ADDITIONAL LOT) THROUGH THE TRANSFER OF DEVELOPMENT CREDIT (TDC) PROGRAM ESTABLISHED BY KING COUNTY CODE O CONDITIONS OF APPROVAL (CONTINUED, 21 A.55. THE APPLICANT. SHALL PROVIDE VERIFICATION OF THE TDC PRIOR TO ENGINEERING PLAN APPROVAL. IF A TDC CERTIFICATE CANNOT BE OBTAINED, THE SHORT PLAT SHALL BE RECONFIGURED. B. STREET TREES (KCC 21A.16) - STREET TREES SHALL BE PROVIDED AS FOLLOWS (PER KCRS 5.03 AND KCC 21A.16.050): 1. TREES SHALL BE PLANTED AT A RATA OF ONE TREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. SPACING MAY BE MODIFIED TO ACCOMNODATE SIGHT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS. 2. 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. 3. 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. 4. 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. 5. THE SPECIES OF TREES SHALL BE APPROVED BY DDES IF LOCATED WITHIN THE RIGHT-OF-WAY, AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, ANY FRUIT -BEARING TREES, OR ANY OTHER TREE OR SHRUB WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE WITH OVERHEAD UTILITY LINES. 6. THE APPLICANT SHALL SUBMIT A STREET TREE PLAN AND BOND QUANTITY SHEET FOR REVIEW AND APPROVAL BY DDES PRIOR TO ENGINEERING PLAN APPROVAL. 7. THE APPLICANT SHALL CONTACT METRO SERVICE PLANNING AT 684-1622 TO DETERMINE IF 104TH AVENUE SE IS ON A BUS ROUTE. IF IT IS, THE STREET TREE PLAN SHALL ALSO BE REVIEWED BY METRO. 8. THE STREET TREES MUST BE INSTALLED AND INSPECTED, OR A PERFORMANCE BOND POSTED PRIOR TO RECORDING OF THE PLAT. IF A PERFORMANCE BOND POSTED, THE STREET TREES MUST BE INSTALLED AND INSPECTED WITHIN WO YEAR OF RECORDING OF THE PLAT. AT THE TIME OF INSPECTION, IF THE REES ARE FOUND TO BE INSTALLED PER THE APPROVED PLAN, A MAINTENANCE OND MUST BE SUBMITTED OR THE PERFORMANCE BOND REPLACED WITH A INTENANCE BOND, AND HELD FOR TWO YEARS. AFTER TWO YEARS, THE AINTENANCE BOND MAY BE RELEASED AFTER DDES HAS COMPLETED A ECOND INSPECTION AND DETERMINED THAT THE TREES HAVE BEEN KEPT EALTHY AND THRIVING. 9. ROAD MITIGATION PAYMENT SYSTEM - KCC 14.75: THE APPLICANT OR SUBSEQUENT SHALL COMPLY WITH ROAD MITIGATION PAYMENT SYSTEM (MPS), KING COUNTY CODE 14.75, BY PAYING THE REQUIRED MPS FEE AND ADMINISTRATION FEE AS DETERMINED BY KING COUNTY DEPARTMENT OF TRANSPORTATION. THE APPLICANT HAS AN OPTION TO EITHER: A. PAY THE MPS FEE AT FINAL SHORT PLAT RECORDING, OR B. 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 SHORT PLAT APPLICATION AND A NOTE SHALL BE PLACED ON THE FACE OF THE SHORT PLAT THAT READS, "ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS) HAVE BEEN PAID." IF THE SECOND OPTION IS CHOSEN, THE FEE PAID SHALL BE THE AMOUNT IN EFFECT AS OF THE DATE OF THE BUILDING PERMIT APPLICATION. 10. SCHOOL IMPACT FEES - KCC 21A.43: 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, THE TOTAL AMOUNT OF THE SCHOOL IMPACT FEE SHALL BE ASSESSED AND COLLECTED WHEN THE BUILDING PERMIT IS ISSUED USING THE IMPACT FEE SCHEDULE IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL. LEGAL DESCRIPTION THE WEST HALF OF LOT 6, BLOCK 2, AKERS FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE(S) 27, RECORDS OF KING COUNTY, WASHINGTON. SHEET INDEX SHEFFT C1.0 TITLE SHEET C2.0 TESC PLAN C2.1 TESC DETAILS C3.0 ROAD & DRAINAGE PLAN C3.1 DRAINAGE DETAILS C3.2 DRAINAGE PROFILE & DETAILS C4.0 HORIZONTAL CONTROL PLAN Vicinity Map Scale 1 "-2000' Soils Map Scale 1 "=500' Notice Required Contractors shall notify operators who maintain underground ytKty lines in the area of proposed excavation or blasting at least two business days, but not more than ten working days prior to commencement of excavation or demolition in accordance with RCW Title 19. Names and" telephone numbers of the operators of underground utility lines in this project appear below. These numbers shall also be used to serve in an emergency conditions as required. Phone SOOS CREEK WATER & SEWER DISTRICT Sanitary Sewer SOOS CREEK WATER & SEWER DISTRICT Water District Gas Company Power Company Call Before You Dig DIAL -A -DIG 1J UJV-rr�VV it 1 1- 800-424-1'5555 Notes 1. The Developer is required to notify the Land Use Services Division, Land Use Inspection Section (206) 296-6642, three' days prior to the beginning of construction for a preconstruction conference and spec lfically 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 'Residents Engineer, Washington State Department of Transportation, before any construction is started on any existing state route. 3. A Hydraulic Project Approval (HPA) Permit must be obtained irom the Washington State Department of Fisheries prior to any work "hen required. Bonding Information' Restoration Bond Amount }-74 Performance Bond Amount $ Site Plan Approval Approval of these plans is for construction of road and drainage rr) improvements, site drainage & grading and temporary erosion control in unincorporated King County only. These plans do not u' authorize any other utility approval or improvements proposed c0 in any State right of way. UIp 00 Site plan approval is void if the commercial building permit has �= not been obtained or renewed within two years of approval. LO Subdivision plan approval is void if the final plat is not recorded prior to the preliminary plat approval expiration. J .a (D `s PRO RATA SHARE ASSESSMENT ANALYSIS _O (County Use Only) U a n O Section Township Range Tax Parcel Number a) co LIJ 2 19 12 13 1015 10 10 18 17 10 10 I 10 11 11 16 1 a Ln �$ X U 0 ° •� ° U Qco Cl) _ Site Location is within the drainage shed(s) U Pro Rato Share Assessment(s) are: [IRequired E]Not Required > N °14 (D O 0 from the site due to development for increased storm water runoff, a I U Peak Runoff Assessment Rate($ ) per c.f.s. Increases.(10 year, 2 hour storm) (D u 4__ Peak Volume Assessment Rate $ per Ac. Ft. increases.(2 year, 2 hour storm) 0 AGREEMENTS, PLAN REFERENCES, PERMITS ETC. (To be completed by Consultant) Preliminary Plat Approval/Permit Issued Date: Expiration Date: Other Related Permit Numbers Received: Right -of -Way Use Permit Grading Building/Structural LU Other Board feet of tree removal on site: MENE1° Cubic yards of material hauled on/off the site: Is this a erosion sensitive area site? (Yes/No): Note: If "yes a Highly Sensitive Site Erosion Control Wilma 0 Aaw- Supervisor is required. See ESC plan and TIR for details. 0 Emergency 911 0 Police- Fire- Rescue RECOMMENDED FOR APPROVAL (To be completed by King County) . e> D Date lahmw LL Engineer Ilan Reviewer W Engineer Supervisor Traffic & Planning Engineer ineer Sensitive Areas Structural Review Engineer Oth er APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES King County, Washington u7 �n O Da4l H. kander , P.E. (n Un Development Engineer o_J W M PROJECT CONTACT INFORMATION = L Op (To be completed by Consultant) z E o JOHNATHAN KURTH (425)228-5959 Name Phone W _1 Z o cu 1201 MONSTER ROAD; RENTON, WA 98055 ¢ate ❑ ®❑ Address and Zip Code W ,> Cl +J U ❑ A Partnership � Q ❑ An Individual 101 s CD m .1 Name Phone ool` ❑ ❑ Address and Zip Code ❑ j\ Corporation ❑ A Partnership ® An Individual -o o SITE DEVELOPMENT ASSOC. LLC. (425)486-6533 c Name Phone L L 0U)0W .� 10117 MAIN STREET BOTHELL WA 98011 N Address and Zip Code "` d- co 0 0 u7 O 3 377 4P01 S T 06% �`SSIONAL EXPIRES 6/9/�260f C1.0 R: \Projects\10/(Offe)\020-06 (Nellis)\dwg\sheets\NE-tl01.dwg - Scale: 40 S.W. 1/4, SECTION 29, TWP, 23 N. RGE. 5 E., W.M. 2. 3. 4. 5. 6. 7. 91 J 1. 1 !`! I_ i ��� j., '-f-A-11*111 I IVI SYMBOL LEGEND: I(. CLEARING & GRADING LIMITS R1 111 SILT FENCE (SEE DETAIL SHEET C2.11) -'57.72 I E CATCH BASIN F LLD INLET PROTECTION (SEE DETAIL SHEET C2.11) RELOCATE EXISTING MAILBOX EXISTING BUILDINGS TO BE REMOVED BEHIND EDGE OF NEW PAVEMENT / ' W li i !;I ,l7j\r Tif 1 1-1 cl: iV si.11Hi �Iy .;E,,V,r- C13 A TRACT A" 1 E eV51. 1`5 2 k EXISTING UTILITY POLE i 'TO REMAIN Pj�,. It U /", CONSTRUCTION SEQUENCE f I EXISTING COTTONWOODS ji (if oil - TO BE REMOVEDBEFORE STARTING WORK ON THE SITE, SCHEDULE AND ATTEND A 9. STA""LIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. PRE -CONSTRUCTION CONFERENCE WITH THE DDES SITE INSPECTOR BY CALLING (206) 296-6642. 10. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. a UI-IT, �I j ❑"�� ! I 4 % P, It FLAG OR FENCE CLEARING LIMITS. 11. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE 0 0 STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE, t, r I/ -Yir POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. r % �-11000 --IN F-ENICIE m INSTALL CATCH BASIN PROTECTION IF REQUIRED. L ` I' 7- 1� .._ I �(l SCOPE OF WORK 761- INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 0% 1. 'SITE CLEARING AND DEMOLITION Ilk I MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY■ t 2. GRADING FOR ROADS AND LOTS 1 1jJ STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. t Z-1 j CA RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR 3. EXCAVATION FOR STORM DRAINAGE 4 & CLEARING, INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANCE THE EROSION EISTING FRUIT TREE 4. UTILITY INSTALLATION (SOOS CREEK WATER & SEWER) f GRADING LIMITS AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY ,-REMOVED EROSION AND SEDIMENT CONTROL STANDARDS. 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, i i , EXISTING �,;HOUSE TQ� WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. ` i II i , Ilj -+:® _ ► !?�li I I ' 1:BE �EMQ�ED L r EROSION AND SEDIMENT CONTROL NOTES % 1`1777777��[j® �!; )' j i� (!� I + + I S•EP'TIC 1 APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE ! ! ' ' " ® I �' I'" I`� ( (' LID L AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). -7 COO 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. F, 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 I d6NSTRUC-TIOKm1,1_­_ -ENTRANCEcH I I r REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE 6.9 9 CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION, + I:I: ; -- _ �, 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. FILTER FENCE 1 P.g2j 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). CATCH BASI INLET 1' PROTECTION1 (Typl) 7- 0 E11 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS IT_ A 4 E' I S I N DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). !H XISTING lj�TILITY POLE E I`' - (D 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. V i� L 0 BEREMOVED& RELOCATED PER 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 1 11 11L. 77;! 1 9,31K1`N­d-;bbUNTY 'ROAD STANDARDS A STORM EVENT. BY PSE. > 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. / , r! (, � �' 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE it 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. Ln 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND !4 11, 1 /bH ECK .'DAM ' -C2. ® _ SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE 0, GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. / ,1 0 0 IN 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 7 C-AT"CH" c5 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 Ek F: '51CULVE-RT'/ TO BE IREMOVIEQ- 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 I E SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. EROSION CONTROL SUPERVISOR NAME: PHONE: ADDRESS: 20 0 20 40 1 11 =20 1 L ---- MEMO&- Sccle Feet KING COUNTY D.D.F_& 7- REVIEW ENGINEER COMPLETION DATE ENrOEER ­­­ -LOPMENT ENGINEER MENTS: COMPLETION DATE APP)ROVAIDATE 0) z 0 uj m mmm OC V) V) V):p C F--- � � -a z z z 0000 010 0 010101 zzz S2 2 ;;; 01 z >k >1 C V 0 > C*4 N oQ cc LU .0 0 CL (D rt '0 < 0 ­Z L. 00 CL CL od 01 a C1 0). 101 Q 0 to 0 - 6 Z b 64 410 4j L. IV C) > CL LLI x LLI Ld E 0 u C: LI) 0 Ln 0 L0 1� Q10 0) 00 -q: 4-N C: CA CJ 0 Ln (2) 2) 6 > CID n L1j Ito LO Ia Ica I QD 0 04 00 Cq A. LO < C*4 2 0 CN as of 40. 0 > C 0 ON 0 = 0 0 to0 X IL C0 wAIR 1h z R:\ Pro iects\ 107(Of fe)\020-06 (Nellis)\dwa\ sheets\ NE-erO 1.dwa - Scale: 40 S.W. 1/4, SECTION 29, TWP. 23 N., RGE. 5 E., W.M. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR 2"x2" BY 14 Go. WIRE OR EQUIVALENT TO ATTACH FABRIC TO POSTS. EQUIVALENT, IF STANDARD /j STRENGTH FABRIC USED — FILTER FABRIC III 6' MAX. MINIMUM 4"x4" TRENCH u 11/ NATIVE LSO TRENCH OR 3/ 41TH 1 5" POST SPACING MAY BE INCREASED WASHED GRAVEL TO 8' IF WIRE BACKING IS USED 2"x4" WOOD POSTS, STEEL FENCE NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE FILTER FENCE DETAIL N.T.S, SOLID, _z WALLS FILTER MEDIA N FOR DEWATERING �— CATCH BASIN GRATE i OvERFLO POROUS BOTTOM NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN, 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. CATCH BASIN INLET PROTECTION N.T., mmm� U) (n CA z z Z U3 z z z X Y X =gym Z >1 Ln .L...L1N..J..� >0 m >6 m ti m V o ' CD m o c 3�—� C A 3C V � 0 N r o 0 od p� W o a. .0 m< % too 1 0 all o m ad O o 2 0 Z . rj r �;cI o . > Vi 0 a` 0 i -01 N N X w E 0 U �i ^L^`` ^W W c U c J � cn 3 (D a 2:1 SLOPES 'U co O 0 Qco � v Lo AS PER KING COUNTY ROAD STANDARDS, 2"-4" ROCK Q) DRIVEWAYS SHALL BE PAVED TO THE EDGE �_ "- \N�' ROPE CONSTRUCTION IOENTRAONCES TO AVOID LLATION OF THE I I I I =III=III=I I = A L B_ Q �° i Lo DAMAGING OF THE ROADWAY '—' I l=1 I I— =III—= --- 2 co —� IT IS RECOMMENDED THAT THE — > N R = 25' MIN. ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD L = THE DISTANCE SUCH THAT POINTS Tk� ,o A AND B ARE OF EQUAL ELEVATION +- r V) 0 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4"—B" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS CONSTRICTION ENTRANCE N. T. S. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA CHECK DAM SPACING ROCK MUST COMPLETFLY COVFR THE 4 CHECK DAM N.T.& N. kME-TH. SANDERS, P.E. EVELOPMENT ENGINEER OMMENTS: 7- 9 -- 2av7 COMPLETION DATE COMPLETION DATE � Lo AP ROVAL DATE �-7_0 c V cn to w 0 Lo 06 0 L. m coN GV r C Cp N v °duo c 0 0 e a ,- V) M 0. 9 W w C2ml 4W L. t�:\'r©iects\1U/(Utfe)\U�U-UE� (�Jells)\cJr�a\st�eet�\Plt_—ercftU1.�iwa — acale: 96 S.W. 1/4, SECTION 29, TWP. 23 N., RGE. 5 E., W.M. NOTE: 1 " MIN. FULL ROAD WIDTH PAVEMENT OVERLAY SHALL BE PROVIDED ACROSS THE ENTIRE SHORT PLAT IN 104TH 104TH AVENUE SE SECTION CEDAR AVENUE SE GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), KING COUNTY ROAD STANDARDS (KCRS), 'KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS, ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 1 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE 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.). SEE LIST OF SERVICES ON THIS SHEET. 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT; ACTIVITY, A PRECONSTRUCTION-MEETING MUST BE HELD BETWEEN THE DOES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. ' 5. A COPY OF THESE APPROVED PLANS MUST BE tI,ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 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 B1 3.02 OF THE APWA STANDARD SPECIFICATIONS. { 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. a, 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED; -TO 95 PERCENT DENSITY N (WSDOT 2-06.3). a; 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 m ACCORDANCE WITH KCRS 8.03(8)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING`. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH J 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 :2E FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION •.1-07.23, "TRAFFIC CONTROL," OF a- I'- THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS 'ENTIRETY. `- 15. PERMEABLE PAVEMENT SHALL BE CONSTRUCTED PER KING COUNTY SURFACE WATER DESIGN i MANUAL 0.2.6. l 0 0 _ T ` a . MATCHUNE BELOW ®'I ! ' � -: LL ,�• : -- _-- lip -i:, .l !,I C P2' j o �i + { , i ( i B 91. /� CONSTRUCTION Ali✓ ' CENTERLINE EXISTING CURB, & GUTTER + 1 RIGHT- OF WAY MATCH EXISTING 17 CENTERLINE! GRADE 361.70 PAVING --- MATCH EXISTING GRADE 362.02 BEGIN TRANSTION FROM EX. MATCH EXISTIN I '' ; Iti__ ; , ; ;o ; ;CROSS SLOPE SECTION GRADE 361.32 I '' TO PROPOSED CROWN SECTION AS -BUILT CURB ® 'I • MATCH EXISTING & GUTTER _' I _. ':.'__• - "'``-_j� ;, •� GRADE 362.66 BY OTHERS . _. ; , , -,,' (KRISTEN,., WOODS LUA.05-056 II _ �; ' :• MATCH EXISTING GRADE 361.95 i . ``"I PROPOSED MITIGATION PER KCSWDM, APPENDIX C - SECTION C.13.1 1. LIMIT IMPERVIOUS SURFACE - SEE ATTACHED CALCULATIONS 2. PERFORATED TIGHT LINE TO STREET STORM SYSTEM 3. PERMEABLE PAVEMENT - SEE ATTACHED CALCULATIONS CITY OF RENTON) i. BEGIN PAVEMENT; TRANSITION%FLOW' `LINE APPROXIMATE LOCATIO OF EX. 8" WATERLINE,; GRADE TO DRAIN CONTRACTOR 1 ! ` 2% MAX TO FIELD ':VERIFY; �I' I ( - ..,- - >';`I,; - - TRANSITION TAPER MIDPOINT 361.30 MI i 10:1 PAVEMENT 9 LF 12" CPP 6= .;60 a 8�' I I �- I ! ? PAVE SHOULDER TRANSITION TAPER BEGIN PROPOSED CROW SECT Q END SIDEWALK EL=361.63 I 137 LF 12" PPP 5'-"IvilN ;SEPARATION : BETWEEN EXISTING WATERLINE AND PROPOSED STORM \ i I + i I r> i ' Icc Iui { APPROXIMATE LOCATION 0 EX. 8" WATERLINE, CONTRACTOR TO FIELD VERIFY • AS -BUILT CONTOURS BY ! LLI 1 OTHERS (KRISTEN WOODS Ih LUA 05-056 CITY OR ! 'iw I RENTON) CB #1A, TYPE I II; " i 9 LF 12" CPF'= 0 S=0.60% END PROPOSED CROWN SECTION ' BEGIN TRANSITION TO EX. CROSS; SLOPE SECTION END STA. 13+51 N 167646.881 i- E 1301771.94`!C MATCH EXISTING GRADE 353.08 PROPOSED PAVING LIMITS EXISTING UTILIT,Y1 POLE ,TO REMAIN t ; it -20'-.-DRIVEWAY CUT 4 (TYP. 4 LOCATIONS) C3.1`� N 167865.49 F -•_ 2 -. \ .... - BEGIN F NCH �j ,3j4' ` y/ �i DRAIN ` CL N UT J ` ' STA 11 +5752 131.00 LT ` IE=3 5.04 C.0 I sf J ! 10' ST0 RM -1 2 LF PVC PIPE- - - - i EASEMENT k S=1 % - ' ERFOR TEQ�TUB 1 .... UT CONNECTION (TYP C3. 10:1 PAVEMENT TRANSITION JAPER 75 LF 1.33% TRANSITION TAPER MIDPOINT 355.61 _ , ;FIB L ..EXISTING,;_, _ _ !..a's ;DITCH: `� t_ I SERVICES: 104TH AVE SE FLOWLINE DESIGN TABLE OFFSET O FL FROM FLOWLINE DESCRIPTION STATION CONSTRUCTION ELEV. CL BEGIN PAVEMENT TRANSITION 10+84.39 19.92' LT 361.67 BEGIN CURB, GUTTER, 11 +25.01 16.00' LT 360.88 AND SIDWALK 11 +50.00 16.00' LT 360.39 12+00.00 16.00' LT 359.19 12+50.00 16.00' LT 358.29 END CURB, GUTTER 12+65.30 16.00' LT 357.20 AND SIDEWALK END PAVEMENT TRANSITION 13+46.36 18.98' LT 354.01 CONNECT FRENCH DRAIN TO CB #3 WATER PURVEYOR: SOOS CREEK WATER & SEWER DISTRICT SEWER OPERATOR: SOOS CREEK WATER & SEWER DISTRICT TELEPHONE: VERIZON GAS/ELECTRIC: PUGET SOUND ENERGY COMPANY SMALL LOT BMP CALCULATIONS: I ! j 16't I 16't J I '� II i EXISTING SIDEWALK I I i RIGHT OF WAY \,CENTERLINE ,k w ° I I*'lTHIS SITE DOES NOT SUPPORT DISPERSION OR INFILTRATION SO WE ARE USING THE LIST OF BMPS IN ITEM 3 OF C,1.3.1 ON THIS SITE IN CONJUNCTION WITH END PAVEMENT ITEM 4 (PERFORATED TIGHTLINE). THE BMPS THAT WE HAVE CHOSEN ARE O I. TRANSITION/FLOW LINE REDUCED IMPERVIOUS SURFACE CREDIT AND PERMEABLE PAVEMENT. 1Z. 2 THE KCSWDM STATES THAT THE PROJECT MUST MITIGATE FOR AN IMPERVIOUS MATCH EXISTING AREA EQUAL TO AT LEAST 20% OF THE SITE/LOT AREA. OUR BMPS MITIGATE FOR: 1 GRADE 354.07 REDUCED IMPERVIOUS AREA = 3,410 SF END CROSS SLOPE TRANSITION PERMEABLE PAVEMENT = 880 SF TOTAL = 4,290 SF EXISTING EDGE OF PAVEMENT ' PERCENTAGE SITE AREA = 4,290 SF F = 24% MATCH EXISTING PERCNE OITAE17,880 S / GRADE 353.53 I I BEGIN STA. 9,+00 N 168096,70, E 130�1786.12 o Ij I 'I F CONSTRUCTION CENTERLINE .I , i.. f:i r i i MATCHUNE ABOVE 20 0 20 40 1 "=20' pm 011 Scale Feet KING COUNPEDD.FA 7-,3 - ?va7 REVIEW ENGINEER COMPLETION DATE SE NG NEER COMPLETION DATE JA ND RS, P.E. APPPGVAL DATE DEVELOPMENT ENGINEER COMMENTS: �_ �UDI m m m Z (n (n (n : _O y- Z Z Z W cc OOOc 0 U U zzz Y Y Y r0c,1+-Z ul m >1 m ti m C ® ® c > t ®mwo°..°c.ta:.m �c°�L.o° y� 0 Z �o vo 3v w< Wo ° ° m qZ o cn � o •.. " 0` $ o o a ° T- _ > v- I. t-- O M F d �'• N W Cr CL as 4 o J vi o o, O � 0 Q � N� Fo Q o m O >N Q , (1) �__ = cn rD E 0 0 c W 0 -0 s 01 �o 00 L0 N x 0 L0 v, �n v U eA MM3 v/ a u� 0to 01 10 N a: ® W N 40 Y.m dw Y e0 ycy W 04 v Cd N M C ID r 0 C W G as 44 C3m 0 R:\Pro iects\I07(Offe)\020-06 (Nellis)\dwa\sheets\NE-drO1.dwa - Scale: 40 S.W. 1/4, SECTION 29, TWP. 23 N., RGE. 5 E., WA, �oo�, � 0 0 EXPANSION JOINT SEE NOTE NO, 2 FRON V-4' PLANTM STRIP V-0, CLEAR M,7TH WCUNT CN PTDfSTAL PROVC© *Mi N.D,C.B.U. UhfT PATTERN G I p p h9O„,T PEDESTAL SEE NOTE NO. 2 SIDE NOTES; 1. SEE SEC. 5.04. 2. INSTALLATION OF N.D.C.S.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERVICE. 3. SEE SEC. 3.D4 FOR JOINT REQUIREMENTS. ® KING COUNTY PUBUOWORKS NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT N O 5_012 KING COUNTY, WASHINGTON (N.D.C.B.U.) MAILBOX INSTALLATION b•u RESIDENTIAL - 10'-0* IAN. 20'-0* MAX. COMM./INOLJSTR 25'-0• TAM. 35'-0* MAX. 122 N.C.B.U. MAILBOX DETAILS V►A RIGW-OF-WAY LINE CURB TAPER RIGHT-OF-WAY UNE �- MATCH EXISTING DFV&WAY GRADE CEMENT CONCRETE DRIVEWAY 5' THICK SECTION A -A e r� TAPER SIDEWAU( _ RANTiNC STRIP, IF ANY. NOTES: 1. COMMERCIAL/INOUSTRIAL DRIVEWAYS WIDER THAN 35' MAY BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCIAL/INDUSTRWL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID -WIDTH. SEE SEC. 3.04. 2. SEE SEC. 3.01. 3. SEE SEC. 4.01 FOR SURFACING REQUIREMENTS. 1 #3 BAR HOOP 2 #3 BAR HOOPS #3 BAR EACH CORNER #3 BAR EACH SIDE IIO KINCcom G COUNTY. WAAS,HINGWTTONCs I CURB & GUTTER SECTION DRIVEWAY I DWG 3-004 II 104 CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE 1 y \ S • �0. S• 6 5 s• 3Q. 2 s 1122" f 4" CEMENT CONCRETE S FRAME AND GRATE SEE SEC. 7.05 AND APPLICABLE DWGS. 6" RISER SECTION 12" RISER SECTION PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) #3 BAR EACH WAY NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT/APWA STANDARD DWG. B1-b. 12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. z TYPE 1 CATCH BASIN NTS 6' MIN. SECTION A --A C10 GoNG�� CATCH EXISTING OR 'ROPOSED SURFACE ASPHALT CONCRETE �o"o"o"o"o"o"o"o" NOTES: °°°°0°o°o0Q°o°o°o°o°o °°°°°0000000000 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. °°°°°°°°°°° 00000000 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 4. SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS. �5 RAMP SHALL BE TEXTURED USING TRUNCATED e CEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT SHOULDER N.TrS. v colo�l PSp�P ��5 GN <c"� •�o MPS --2.0' MIN FOR TRUNCATED DOME SECTION PVMT. TEXTURE' N 61 EXPANSION JOINT 5" cD 0.02 FT./FT. 0.05 FT./ft N ° - . d I W 4 ' i' d� d 1'-6" * NOTE: TOP OF LIP AT DRIVEWAYS. CEMENT CONCRETE CURB & GUTTER q CURB EXPANSION JOINT 10" 2° 3 1 /2" I -I F 0F.02 FT./03 FT. _ 5 0 2 074- 12n;` a ' N •4r. Od 4d CEMENT CONCRETE �50 SIDEWALK 2'-O" ( OPTIONAL FOR INTEGRAL POUR CEMENT CONCRETE ROLLED CURB NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. 3. SEE DRAWING NO. 1-006 FOR CONFIGURATION OF FILL & ALKWAY BEHIND CURB IF REQUIRED. 4. FOR INTEGRAL POUR CONSTRUCTION, 1 /4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. 5. SEE SEC. 3.03 FOR EXTRUDED CURB ANCHORAGE. CURB DETAILS - KCRS DWG NO. 3-002 UPPER UTILITY z a� /ul 1i J-I J mmm ���o CL Z Z Z c OOOoI zzz `1IYIYI I I I IMI"I�IZ A m m m m o c � m m o C N N =� 00 CL = CDCL �m C7o V 0) to al v 9z 0 c� N m 0 Q a e o m 1.-o o z :c > Ali. 0 �y '^ o n +•, `0 �� 4 rn 5 X E 0 U v v c U c � v J 0 v: N -1-o � • U 0° O c 0 `o N 00 C c: e; I- 0 Lo v= X L- ; m co _O a) N °' `o 10 16 _ co ' (D N 0 CD b co O 10 c0 N a Y b Y CLEARANCE e o C4 a LESS THAN 6" "� c a O m ® r- 4. c d �. ++ v Cl r 0) IM a �v 6" THICK POLYETHYLENE :7 FOAM FOR ALL UTIL. y♦�^^ r LOWER UTILITY TYP. Lm W 0 a LOW CLEARANCE UTILITY CROSSING mcLi N.T.8. 0 KING COUNTY D.D.E.& ■ REVIE ENGTNEER COMPLETION DATE rlA E GINEER COMPLETION DATE .� L H. SAN ERS, P.E. APR AL DATE DEVELOPMENT ENGINEER jr COMMENTS: ■ N:\HrolectsVIU/(Ulte)\U2U-Ub (Nellls)\dwa\sheets\NL-drdtUl.dwa - Scale: 96 N 0 m 0 0 v) cn a m co i 0 0 N 0 4 ........ .:.................... :............... ...... 9..LF... ............. ................ : ................ ................ ................ ................ ............ ................ ...... 12" CPP = S=0.60% I CB #2 TYPE 1 350........ W SOLED LOCKING LID ......................................................................................... RIM-361:.39 IE=356.47 (12" S) CB 2A TYPE 1 : ................9..�LF..................................................................................., 12 CPP: S=0.60%:CB 350 ...........-----..... ................ #1B TYPE 1CB REPLACE EXISTING CB APPROXIMATE LOCATION 6: OF EX. 8" WATERLINE, C3:1 TO FIELD .............. ......... VERIFY : #1_ ■ T � ai d o u RIM=360.87 CB 1 TYPE 1 RIM=354.13 W SOLDPLOCKING :LID 1 G IE=356.52 (12 W) :.................... :.............. W SOLID LOCKING LID: � : : IE=351.49 (12" S) RIM 357 8 : _ 1 : : w5 ........................................ .............. .................................. .-----.......:....................:..... RIM.=.35.7. B1 ...... ... ............. ................ ................ ................. ........ ......: ................ c ......... ............ ........ ........ ................ ................ .... =35 - 9 2...N�v.IE,W)...................... IE-- 2.4 (�. = — IE-352 (2 .49 1 N,S,E,W) � . NG ROAD GRADING . - CB #1A TYPE 1 : BY OTHERS C8 1A TYPE 1 : RIM=357.28: N RIM=357.28 IE=352.54 (12" N,S,E) :....... 340....... :. IE 352 : — 54 (12 E) ......................................................... 340............................:.................................... .. ...... .. . ..... :11+00 +013+00 10' UTILITY EASMENT 24" MIN. TRENCH CROSS-SECTION PLAN VIEW OF ROOF' PERFORATED TIGHT LINE NTS R:\Pro iects\107(Offe)\020-06 (Nell is)\dwa\sheets\NE—Dr01.dwa — Scale: 40 RANDOM FILL T 1 LI\I 1 II " FILTER FABRIC 3/4" — 1 1 /2" WASH ROCK f0 ROAD )RAINAGE SYSTEM 2' x 10' LEVEL TRENCH W/PERF PIPE F0 DOWNSPOUT DRAINAGE SYSTEM PROFILE - 104TH AVE SE PROFILE - CB #3 TO CB#1 10' STORM EASMENT 2 FRENCH DRAIN NTS wl z J �I I J"-1j" WASHED ROCK LINE WITH FILTER FABRIC 8" RIGID PERF. PIPE NOTE: PIPE TO BE INSTALLED MIN. 6" BELOW DEPTH OF UNDISTURBED TILL FIRE HYDRANT OR UTILITY POLE 5 LUMINAIRE 15 MIN. w PLANTING ,SSTTR`IP LL / 0 10� ' MIN., NOTE 1. PLAN 50' MIN. NOTES: 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK —OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS. 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622 4. SEE SEC. 5.03. STREET TREE STANDARDS NTS SIDEWALK NEXT TO VERTICAL CURB VERTICAL CURB LINE AT INTERSECTION KING COUNTY U.D c. EVIEW ENG ER ;EN1QR EN INEER AIME-5 Ff. v 'SANDERS, P.E. 1EVELOPMENT ENGINEER OMMENTS: 000 ornrn 0 0 J J J CI] CD CO D 7 0 cn V). z z z 000 U U U C.9 C � C.� z_ z_ z_ Y Y Y M©Eie' 06 0 U 0 C °' U N a� � O o 0 T01 o O c: r' N 0 QLO LO c I v ELL- Q CO0 CO � o (D a) 6 > v n 0 _- GU LA A O 10 cd 0 1A 0 N � � O N .. cpA c0 cl *" O ' 75 Cco C 0 3 N.E. 1/4, S.W. 1/4, SECTION 29, TWP* 23-_­-N., RGE, 5 E., W.M. FND 04 CONC MON W/ SMALL BRASS PIN 2' DEEP. VISITED 9/30/05 ANGLE POINT LEGEND: MONUMENT (AS NOTED) O FOUND REBAR (AS NOTED) ® SET 5/8" REBAR W/CAP MARKED "KRA 29267- TEMPORARY BENCHMARK FENCE (AS NOTED) -- ----_SS----- SANITARY SEWER LINE ----SD-- STORM DRAIN LINE W WATER LINE SSANITARY SEWER MANHOLE I STORM DRAIN CATCH BASIN STORM DRAIN CLEAN OUT STORM DRAIN CULVERT MAIL BOX (C) CALCULATED (M) MEASURED (P) PLAT OF AKER'S FARMS NO. 5 •xx` CONIFEROUS TREE (AS NOTED) •xx� DECIDUOUS TREE (AS NOTED) _.r SANITARY SEWER MANHOLE RIM=361.63 IE=345.78 6"(N) IE=345.52 8"(S) 20 29 FOUND SURFACE BRASS 2.5't `i SOUTH OF CENTERLINE OF JONES �I PLACE SE; RENTON FND 4X4 CONC MON W/CONTROL�75, STAMPED , SMALL 'TOWNSEND & ASSOC LS 9634". BRASS PAIN, 91/DEEP. VISITED 12/16/04. I� N881 6•..,®313.93' C 339.97'(M) ------------------- 340.00'(P) 659.71'(C) Is� v z v N n FOUND MON IN CASE AT INTERSECTION OF HIGHWAY 575 AND SE 176TH STREET; CONC, W/20 BRASSIE W/"X', 0.5't DOWN. 29 VISITED 12/15/04. ROY L. LAWSON 008700 qj11 O IL WLVr_N I 1. IE=355.20 TSM- PK NAIL EL= 357.23 12"CULVERT IE=354.53 12"CULVERT IE=353.02 1 DON L. TATRO 008700 0120 ANTHONY D. & PATRICIA JUAREZ 008700 0110 1 CHRISTOPHER 0. DAMSON & PATTILOU U. BJORKLUND 008700 0114 JERRY G. & GINA L. HODGE 008700 0119 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SCALE IN FEET 20 10 0 20 40 SCALE : 1" = 20' DROJRCT INFORMATION: ADDRESS: 16816 104th AVE. S.E. RENTON, WA 98055 PARCEL NUMBER: 008700 0116 ZONING: R-8 (RURAL - 8 DWELLING UNITS/ACRE) SITE AREA(S): EXISTING: 17,850 SQ. FT. / 0,410 ACRES LOT 1: 4,528 SQ. FT., 0.104 ACRES LOT 2: 4,450 SQ. FT., 0.102 ACRES LOT 2: 4,451 SO. FT., 0.102 ACRES LOT 2: 4,452 SO. FT., 0.102 ACRES LEGAL DESCRIPTION: THE WEST HALF OF LOT 6, BLOCK 2, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE(S) 27, RECORDS OF KING COUNTY, WASHINGTON. TITLE REPORT: THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED UPON MART TITLE COMPANY, SUPPLEMENTAL NO. 1 TO THE THIRD REPORT, PRUMINARY COMMITMENT ORDER NUMBER 205118003, DATED AUGUST 15, 2005 AT &00 A.M., RECORDS EXAMINED TO OCTOBER 4, 2006. K NNGG COUNTY SURVEY CONTROL, SURVEY MONUMENT CONTROL DATABASE, ADJUSTED TO NORTH AMERICAN DATUM 1983-1991 (NAD 83-91), LAMBERT GRID COORDINATES, PRODUCED BY KING COUNTY DEPARTMENT OF TRANSPORTATION SURVEY UNIT, DATED MARCH 24ti 1997. BASIS OF BUMIGS., BASED UPON THE MONUMENTED NORTH -SOUTH CENTER OF SECTION 29, T 23 N, R 5 E, W.M.; BEARING: N 01'42'56' E VERTICAL DATUM: CITY OF RENTON VERTICAL DATUM (NAVD 1988) BENCITRENTON Y BENCHMARK NO. 1915; TOP OF COPPER PLUG SET IN CONCRETE -FILLED 3' PIPE IN WSDOT CASE AT BACK OF CURB ON WEST SIDE OF BENSON ROAD. ELEVATION �= 380.862'. ,M�) V IN EFINA& 2 FOOT SEPTEMBER 30, 2005 0G COUNTY ASSESSORS MAPS OF SECTION 29, T. 23 N., R. 5 E., W.M. PLAT t1• AKER'S FARMS NO. 5; VOL. 40. PG. 27. UnlIE-a ingUP!ll 1VU'1"15: UNDERGROUND WATER, SEWER, STORM, AND GAS UTILITIES AND STRUCTURAL APPURTENANCES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FOUND SURFACE FEATURES LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THESE RECORDS. FOR FINAL LOCATION OF THESE AND OTHER EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN, CONTACT THE UTILITY OWNER / AGENCY. UTII,ITY PROVIDERS: CABLE TELEVISION: COMCAST CABLE 425-398-6131 ELECTRIQTY: PUGET SOUND ENERGY 888-225-5773 GAS: PUGET SOUND ENERGY 888-225-5773 SANITARY SEWER: SODS CREEK WATER AND SEWER DISTRICT 253-63D-9900 STORM DRAIN: CITY OF RENTON PUBLIC WORKS DEPT. 42543D-7234 TELEPHONE: QWEST 800-573-1311 WATER: SODS CREEK WATER AND SEWER DISTRICT 253-630-9900 n a S.E.27TH ST S.E. 166TH ST Lq cn w w Y Q O LO O c) to O SITE S.E. 31ST ST. S.E. 172ND ST. m a z 0 z w o_ z En W W a - El Q co Io z z O Z c �Z v w FE W c J E ° E+ U V o age W~ U H aV -0 W� CIO o�ao� �SCCOO 1 c�2 Z (/1 Gay. � 5 010 N i o c M3�Lf) 00 C 3 mc*qM E Fy m (n C-4,� o =Nmmo� f✓7 r LL O W a C� z V CL D z 0 M V F- J 0 < 0 0 0 Uj J H � (z 0 < LLJJ J O _N w Z 0:: V) U z Y DRAWN BY: CHECKED BY: CJS KRA SCALE: DATE: 1 " = 20' 01 /08/07 JOBf05-067 SHEET C 4.0 NOTE: 1 " MIN. FULL ROAD WIDTH PAVEMENT OVERLAY SHALL BE PROVIDED ACROSS THE ENTIRE SHORT PLAT IN 104TH A 104TH AVENUE SE SECTION CEDAR AVENUE SE GENERAL NOTES 1ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE KCC COUNTY ROAD STANDARDS KCRS "KING COUNTY SURFACE WATER DESIGN MANUAL )� CS G .�OUI`,TY (KCRS), K A (K WDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND. ENVIRONMENTAL-SERVICES'-(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.). SEE LIST OF SERVICES ON THIS SHEET. 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 CONSTRUCTION REPRESENTATIVE. ' 5. A COPY OF THESE APPROVED PLANS MUST BE '.SON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 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 81 3.02 OF THE APWA STANDARD SPECIFICATIONS. a 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. a, 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED; TO- -95 PERCENT {DENSITY iv (WSDOT 2-06.3). I 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 m ACCORDANCE WITH KCRS 8.03(B)3. `t 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING'. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE Cn LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH a 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. 15. PERMEABLE PAVEMENT SHALL BE CONSTRUCTED PER KING COUNTY SURFACE WATER DESIGN MANUAL 0.2.6. j 0 0 _o a S.W. 1/4, SECTION ION 29, TWP. 23 N., RGE■ 5 E■, W.M. MATCHUNE BELOW a'1I ! O all I , 0 C� 3� OF WAY/ ;TY LINE ''' �-CONSTRUCTION CENTERLINE iF� -- ^._ `i __ `; i:1 EXISTING CURB & GUTTER � I __•:i_ ' - RIGHT OF WAY MATCH EXISTING _ ? CENTERLINEI GRADE 361.70 PAVI�I ITS, =' i i:: ..,;., MATCH EXISTING GRADE 362.02 I BEGIN TRANSTION FROM EX. .�- MATCH EXISTIN I i•-__,,;. , , : ;;,CROSS SLOPE SECTION GRADE 361.32 ; I _ : TO PROPOSED CROWN SECTION AS -BUILT CURB 0. - :I MATCH EXISTING & GUTTER ;, _f I -;� GRADE 362.66 _ BY OTHERS + ` j _ �` r (KRISTEN: WOODS / I • :I , E. MATCH EXISTING LUA 05-056 II I' = = �li`'•. GRADE 361.95 PROPOSED MITIGATION PER KC;SWDM, APPENDIX C - SECTION C,13.1 1. LIMIT IMPERVIOUS SURFACE - SEE ATTACHED CALCULATIONS 2. PERFORATED TIGHT LINE TO STREET :NORM SYSTEM 3. PERMEABLE PAVEMENT - SEE ATTACHED CALCULATIONS BEGIN PAVEMENT; TRANSITIONIFLOW"LINE APPROXIMATE LQCATIO OF EX. 8" WATERLINE, GRADE TO DRAIN CONTRACTOR 2% MAX TO FIELD VERIFY' II TRANSITION TAPER MIDPOINT 361.30 10:1 PAVEMENT 9 LF 12" CPP; S= .60 0 PAVE SHOULDER P SHO R TRANSITION TAPER BEGIN PROPOSED CROW f� (SECT I ;,III r END SIDEWALK EL=361.63 j CB#2A, TYPE 1 j j :I EXISTING UTILITY POLE fJ" STA. 11+26.44 (15.00' LT) .TO REMAIN.`', ' RIM=360.87 i i f I -20'--DRIVEWAY CUT ~ _ �'� i ! ' STA. 11 +26.44 (23 RIM=3.61.39 IE=356.47 (12" SD 137 LF 12" PPP I 51 MIN SEPARATION P ;i _ BETWEEN EXISTINC WATERLINE AND PROPOSED STORM " • I; _ I ,,l 1� APPROXIMATE LOCATION 0 EX. 8" WATERLINE, i CONTRACTOR TO FIELD VERIFY AS -BUILT CONTOURS BY OTHERS (KRISTEN WOODS II LUA 05-056 CITY OR f �' RENTON) jCB #1A, TYPE I II' t' 9 LF 12" CPP: ® S=0.60% END PROPOSED CROWN SECTION BEGIN TRANSITION TO EX. CROSS; 'SLOPE SECTION f' END STA. 13+51 N 10646.88 �'_.Ij. E 1301771.94 ;� MATCH EXISTING GRADE 353.08 PROPOSED PAVING LIMITS 104TH AVE SE FLOWLINE DESIGN TABLE OFFSET O FL FROM FLOWLINE DESCRIPTION STATION CONSTRUCTION ELEV. CL BEGIN PAVEMENT TRANSITION 10+84.39 19.92' LT 361.67 BEGIN CURB, GUTTER, 11 +25.01 16.00' LT 360.88 AND SIDWALK 11 +50.00 16.00' LT 360.39 12+00.00 16.00' LT 359.19 12+50.00 16.00' LT 358.29 END CURB, GUTTER 12+65.30 16.00' LT 357.20 AND SIDEWALK END, PAVEMENT TRANSITION 13+46.36 18.98' LT 354.01 4 LOCATIONS) C3:1 f -- - f` ��; ' N 167865.49 1 2 t E 1 019 N8 _ EEGI CH DRAIN ` yCL NC UT ( ) T I' i STA 11 +57:52 31.00 IT ? ' _ IE=3 .04 �• „ 10 STORM F 112 LF PVC PIPE. EASEMENT`- t � S 1 _ % r ERFOR TE8 i UT CONNECTIO (TYP CONNECT FRENCH DRAIN TO CB #3 �i 16'f I 16'f ( �I �' 11 , 3 s 11 i 1 I i - ► I "ISTI NG SIDEWALK I BEGIN STA. 9,+00 N 168096.70, E 130;(1786.12 Cn !!I I I �I! CONSTRUCTION ' CENTERLINE .I ij RIGHT OF WAY •', f ` * CENTERLINE I C 1 I s SERVICES: 1 = I 10:1 PAVEMENT TRANSITION LTAPER I - :; ii • ):' WATER PURVEYOR: SOOS CREEK WATER & SEWER DISTRICT " 75 LF 12DIP ® 1.33% I; r SEWER OPERATOR: SOOS CREEK WATER & SEWER DISTRICT1 TELEPHONE: VERIZON GAS/ELECTRIC: PUGET . SOUND ENERGY COMPANY TRANSITIP-N., TAPER I I j i MIDPOINT 355.61 SMALL LOT BMP CALCULATIONS: I� fi t"I FILL EXISTING, wCHI I: = �•�' . THIS SITE DOES NOT SUPPORT DISPERSION OR INFILTRATION SO WE ARE USING ";'} THE LIST OF BMPS IN ITEM 3 OF C.1.3.1 ON THIS SITE IN CONJUNCTION WITH END • PA�/EMENT O .! o, ,35 ' "•, TRANSITION%FLOW LINE ITEM 4 (PERFORATED TIGHTLINE). THE BMPS THAT WE HAVE CHOSEN ARE REDUCED IMPERVIOUS SURFACE CREDIT AND PERMEABLE PAVEMENT. i1 z! I !; THE KCSWDM 'STATES THAT THE PROJECT MUST MITIGATE FOR AN IMPERVIOUS t! It MATCH EXISTING AREA EQUAL TO AT LEAST 20% OF THE SITE/LOT AREA. OUR BMPS MITIGATE FOR: ' I I GRADE 354.07 i END CROSS SLOPE TRANSITION REDUCED IMPERVIOUS AREA = 3,410 SIF i PERMEABLE PAVEMENT = 880 SF EXISTING EDGE OF PAVEMENT TOTAL = 4,290 SF MATCH EXISTING PERCENTAGE OF SITE AREA = 4,290 SF/17,880 SF =_ 24% t` It 1 GRADE 353.53 I-fI � I f� MATCHLJNE ABOVE m z w m m m m 0 Z) O O (nNV o zzzto )Da) 0000 010101 S2 R :Y; L.J. N '- ul m m a m P_ aIC m 0 C 3 m-- p _ idO N O o w o a.0c 30 �+C a�< a�i gala O v m m O, O Z a� Co a „ 0 of o a ® o 0 o T- = y r a. �n 4 Co V) o. O C Ln a :s= 4- 0 E == Q o m O >� •C: = � a 0 N 20 0 20 40 1 "=20'Im - Scale Feet KING COON D.E.S. EVIEW ENGINEER NGINEER JA ND RS, P.E. DEVELOPMENT ENGINEER COMMENTS: 7-3-2oa7 COMPLETION DATE COMPLETION DATE APPPOVAL DATE 3 w O N w m 10 w 4 10N fY o O w Y m < 1 Y c �v Co pN CO) aid C a C ®,C p O v®rayma. a 9� R:\Proiects\107i0ffeA020-06 (NellisAdwa\sheets\NE-drO1.dwo - Scale: 40 SHORT PLAT N0. L05S0064 KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND EAL MICH L E , j9.� FRONTIER KID PR PET ON, LLC. STATE OF WASHINGTON COUNTY OFKinar- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT MICHAEL E. DAVIS IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATE (6►NA R)� TI TLE ,n �A_5 MY APPOIN ENT EXPIRES STATE OF WASHINGTON ► COUNTY OF n�ri ,(, ,-,CERTIF� AT I KNOW OR HAVE SATISFACTORY EVIDENCE THATI�PI E7. I II THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON- ACKNOWLEDGED THATI HE_j/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT h&/SHE) WAS AUTHORIDD" TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE 0,r"' — OF KID PROPERTIES-BENSON, LLC. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. �t 1 9 ' e+:►.�r' ��E'. E: M S DATED: ( GNATURE) TI TL WA MY APPOIN ENT EXPIRES RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of Kenneth R. Anderson, P.L.S. ....................... I......... . ..... .... ........ ..... ................ Mgr. Supt. of Records APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES E AMINED AND APPROVED THIS DAY OFJ��J_ —4 DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ---- DAY OF---------, 20 15NISION DIRrCTOR, LAND USE SERVICES DIVISION ASSESSOR EXAMIN D APPROVED THIS 1N DAY OF_�6_, 2C�------------ DEPUTY ASSESSOR D_EV PM ENGIN ER ACCOUNT NUNBER STATE OF WASHINGTON COUNTY OF I CERTIFY THAT t KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ VC,6 � IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT /S ) SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE L0 _O rMC-cv- -a _F _ OF FRONTIER BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATE F z (SIGNATURE) N 10 ' R A` ' Oft TITLE _ �Q+'ZA 11I ------ ,.,-� MY APPOCWMENT EXPIRES re e l l LEGAL DESCRIPTION: THE WEST HALF OF LOT 6, BLOCK 2, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE(S) 27, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO: RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF: RESERVING: MINERALS RESERVED BY: NORTHWEST IMPROVEMENT COMPANY, A DELAWARE CORPORATION RECORDED: MAY 5, 1944 RECORDING NO.: 3385245 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: SMALL DITCH FOR WATER MAIN AREA AFFECTED: SOUTH 3 FEET DISCLOSED BY: INSTRUMENT RECORDED UNDER RECORDING NO. 4513644 ' RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS DELINEATED AND/OR DESCRIBED ON THE PLAT RECORDED IN VOLUME 40 OF PLATS AT PAGE(S) 27 IN KING COUNTY, WASHINGTON. SELLER'S NOTICE OF ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDITIONS THEREOF: RECORDED MARCH 28, 2002 RECORDING NO, 20020328000776 TRANSFER OF DEVELOPMENT RIGHTS - CERTIFICATE NUMBER 124 AND THE TERMS AND CONDITIONS THEREOF: CERTIFICATE ISSUED TO: NELLIS PROPERTY LLC RECORDED: JUNE 14, 2007 RECORDING NUMBER: 20070614001588 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: DECEMBER 3, 2007 RECORDING NO.: 20071203000061 IN FAVOR OF: PUGET SOUND ENERGY, INC. FOR: GAS AND ELECTRICITY AFFECTS: UNDISCLOSED TITLE REPORT: THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED UPON STEWART TITLE COMPANY, SUBDIVISION GUARANTEE COMMITMENT ORDER NUMBER 207150639, DATED DECEMBE, 24, 2007 AT 12:00 A.M. NOTES: 1. THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE OF 16800 TO 15M INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. 2. THE STREET TREES PURSUANT TO KCC 21A.16 SHALL BE OWNED BY THE ABUTTING LOT OWNERS UNLESS AND UNTIL KING COUNTY AND ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM. 3. PURSUANT TO KCC 21 A.43, SCHOOL IMPACT FEES, IF APPLICABLE, SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION. 4. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. 5. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. P#4209 ON FILE WITH THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DDES. BUILDING PERMIT NOTE: PERMIT APPLICATIONS FOR BUILDINGS OR OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST BE REVIEWED BY KING COUNTY FOR COMPLIANCE WITH BEST MANAGEMENT PRACTICES (BMPS) AND OTHER APPLICABLE DRAINAGE STANDARDS AS SPECIFIED IN THE SWOM AS DETERMINED BY KING COUNTY, THE PERMIT APPLICANT FOR EACH LOT MUST PREPARE A DRAINAGE SITE PLAN WITH PROCEDURES FOR DESIGN AND MAINTENANCE DETAILS AND RECORD A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR IMPLEMENTATION OF THE BEST MANAGEMENT PRACTICES. THESE PLANS SHALL CONFORM TO THE RESTRICTION OF APPROVED CONCEPTUAL DRAINAGE PLAN OF A LIMIT OF 2,500 SQUARE FEET OF IMPERVIOUS SURFACE PERFORATED TIGHT LINE FOR DOWNSPOUT RUNOFF AND 440 SQUARE FEET OF PERMEABLE PAVEMENT UNLESS OTHER BMPS HAVE BEEN REVIEWED AND APPROVED BY DDES. LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and County Statute and Ordinance 'n D OEMBER 2007. .�° Certi�ate No. 29267 RECORDING NO. PORTION OF VOL./PAGE NE 1/4, SW 1/4, S. 29 T. 23N R. 5E TREE RETENTION PLAN: PURSUANT TO KCC 16.82, AN APPROVED TREE RETENTION PLAN IS ON FILE WITH THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.), RECORDS CENTER, ON SHEET L OF L OF THE APPROVED ENGINEERING PLANS NO. 42p9. UNDER ACTIVITY NO. L065RO55. LOTS 1 THRU 4 WITHIN THIS (SHORT) PLAT EITHER CONTAIN TREES THAT MUST BE RETAINED OR MUST BE PLANTED OR REPLACED PER SAID APPROVED TREE RETENTION PLAN. ANY PROPOSED CLEARING, GRADING OR CONSTRUCTION ACTIVITIES THAT WILL OR MAY IMPACT A SIGNIFICANT TREE WITHIN SAID LOTS MUST BE REVIEWED AND APPROVED BY KING COUNTY LAND USE SERVICES DIVISION, OR ITS SUCCESSOR AGENCY, FOR COMPLIANCE WITH SAID TREE RETENTION PLAN. PRIVATE DRAINAGE EASEMENT COVENANT: THE OWNERS OF PRIVATE PROPERTY WITHIN THIS SHORT 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 SHORT 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. TDR NOTE: THIS PLAT HAS PARTICIPATED IN KING COUNTYS "TRANSFER OF DEVELOPMENT RIGHTS (TDR)" PROGRAM. THE DENSITY FOR THIS PLAT WAS ACHIEVED THROUGH THE INCLUSION OF 1 TRANSFER OF DENSITY CREDITS. PRIVATE DRAINAGE EASEMENT MAINTENANCE NOTE: THE 10-FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 1, 2, 3, AND 4 IS FOR THE BENEFIT OF LOTS 1, 2, 3, AND 4; THE OWNERS OF THE LOTS HAVING BENEFIT OF USE SHALL SHARE AND BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE DRAINAGE FACILITIES WITHIN THE EASEMENT. ROAD MPS FEES: ROAD MPS FEES PER K.C. CODE 14.75 FOR LOTS 1. 2 AND 4 THROUGH _N/A THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). FOR LOTS 1. 2 AND 4 THROUGH -WA-, THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. ROAD MPS FEES PER K.C. CODE 14.75 FOR LOT 3 ONE RESIDENTIAL UNIT WAS EXISTING AND OCCUPIED WITHIN THE THREE YEARS PRIOR TO THE APPLICATION FOR DEVELOPMENT OF THIS SUBDIVISION. LOT 3 IN THIS SHORT PLAT SHALL BE EXEMPT FROM THE PAYMENT OF FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM. SEE KING COUNTY DEPARTMENT OF TRANSPORTATION PUBLIC RULE 6.2.1.4. EASEMENT PROVISIONS: AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO QWEST, COMCAST, SODS CREEK WATER AND SEWER DISTRICT, CITY OF RENTON PUBLIC WORKS DEPARTMENT, AND FOR PUGET SOUND ENERGY, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, TV, AND GAS SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE 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 THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. BMP / COVENANT SUBDIVISION NOTE: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES (BMPS) STIPULATED IN THE DRAINAGE PLAN DECLARATION OF COVENANT AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE SMALL PROJECT DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. j 11 KENNETH R. ANDERSON AND ASSOCIATES, INC. Surveying, Vapping and Land Planning 1720 South 341st Place, Suite C-4 Federal Way, Washington 98003 Des Moines (253) 838-1199 Tacoma (253) 272-9858 FAX (253) 838-8164 E—Mail: mail@andersonsurveyors.com FL I NELLIS SHORT PLAT 16816 — 104TH AVE. S. N�o �, RENTON, WA 98055 DWN. BY DATE JOB NO. STTE4-CJS/ROA JANUARY 2, 2008 05-067 L�'� EXPIRES: 9/24/CHKD. BY SCALE SHEET �' KRA NTS 1 Ld Q n _1 O OF 2 s RECORDING NO. VOL./PAGE OSHORT PLAT N0. L05S0064 KING COUNTY, WASHINGTON FND 40 CONC MON W/ BRASS PIN, 1' DEEP, VISITED 9/30/05 N8816'46'W(P) 314.25'(P) �� N88°16'46'W(p) N88'16'21'W 1313.93' C N88'16'21'W(C) 339.97(M) 340.00'(P) 31 4.25'(C) FND 40 CONIC MON W/ 89'59'26-(C)(P) BRASS PIN 2' DEEP, S. E. 1 6 6 TH VISITED 9/30/05 20 29 KING COUNTY #3790 FOUND SURFACE BRASS 2.5t SCALE: vl SOUTH OF CENTERLINE OF JONES M PLACE SE; RENTON CONTROL#875, STAMPED PORTION OF N "TOWNSEND & ASSOC LS 9634". VISITED 12/16/04. NE 1 z IdN: 170706.002(C)(M)(KC) Cx E: 1303177.356(C)(M)(KC) r_ < ------------------- u7 I:' N ma S T. !" m U ; z KING COUNTY #3810 FOUND MON IN CASE AT INTERSECTION OF HIGHWAY 575 AND SE 176TH STREET; CONC. ,�- ANGLE POINT S8916'32-1 W/2 BRASSIE W/"A , 0.5 t DOWN. 29 VISITED 12/15/04. E-W CENTERLINESECTION PER PLAT 32 E:13030 89692(C)(M)(KC) OF AKER'S FARM,S NO. 5 30, I I Ii ► 30.00' w • 1 r n V) ^ ca ca • r-z 0 N w U R _ N ^ ^ r. N o� m a 3 r- o O ® I 30' N. LINE, LOT 6, BLOCK 2 N8816'46'W(P) N8816'21'W(C) 127.12'(C) 0 1 IR LO I 7 I--10' PRIVATE STORM DRAINAGE EASEMENT FOR THE BENEFIT OF THE OWNERS OF LOTS 1 THROUGH 4 IS o I HEREBY CONVEYED UPON THE RECORDING OF THIS SHORT PLAT TO THE OWNERS OF LOTS 1 THROUGH 4, I WHO BENEFIT FROM ITS USE FOR USAGE AND MAINTENANCE PURPOSES. i o I a 0 0 N88'16'21 "W 127.14' N88'16'21 "W 127.17' ^ p �Vi O p Sri co n r- U w N O C 0 IO z "16'21 "W I--10' EASEMENT FOR PUBLIC UTILITY 127.19' PURPOSES AND IS HEREBY CONVEYED TO THE PUBLIC UPON RECORDING OF THIS SHORT PLAT. 0 n — — -- — — — — — — — — — — — 1 P i N8816'46'W(P) N8816'21'W(C) 127.22'(C) / S. LINE, LOT 6, BLOCK 2 3' WATER EASEMENT PER RECORDING NUMBER 4513644 KENNETH R. ANDERSON AND ASSOCIATES, INC. I Surveying, Mapping and Land Planning 1720 South 341st Place, Suite C-4 I Federal Way, Washington 98003 Des Moines (253) 838-1199 Tacoma (253) 272-9858 FAX (253) 838-8164 E—Mail: mail Oandersonsurveyors.com FOUND 5/8" REBAR & CAP, MARKED "CRONES 29587", N60'05'24"E, 0.15' FROM CALCULATED POSITION. VISITED 10/04/2005. RECORD OF SURVEY 20050415900014 185/106 FOUND 5/8" REBAR & CAP, MARKED "CRONES 29587", 0.18' EAST OF LINE. VISITED 10/04/2005, E. LINE, W1 /2 LOT 6, BLOCK 2 T.FCTFNn- 1 inch = 20 ft. 0 10 20 30 40 50 .1 /4, SW 1 /4, S. 29 T. 23N R. 5E _0� MONUMENT (AS NOTED) Q FOUND REBAR (AS NOTED) ® SET 5/8" REBAR W/CAP MARKED "KRA 29267", UNLESS OTHERWISE NOTED (C) CALCULATED (M) MEASURED (P) PLAT OF AKER'S FARMS NO. 5, VOL. 40. PG. 27. (KC) KCCS-KING COUNTY CONTROL SURVEY, SURVEY MONUMENT CONTROL DATABASE MERIDIAN: KCCS-KING COUNTY CONTROL SURVEY, SURVEY MONUMENT CONTROL DATABASE, ADJUSTED TO NORTH AMERICAN DATUM 1983-1991 (NAD 83-91), LAMBERT GRID COORDINATES, PRODUCED BY KING COUNTY DEPARTMENT OF TRANSPORTATION SURVEY UNIT, DATED MARCH 24, 1997. BASIS OF BEARINGS: BASED UPON THE MONUMENTED NORTH -SOUTH CENTER OF SECTION 29, T 23 N, R 5 E, W.M.; KING COUNTY #3790: N: 170706.002(C)(M)(KC); E: 1303177.356(C)(M)(KC) KING COUNTY #3810: N:165408.910(C)(M)(KC); E:1303018.692(C)(M)(KC) BEARING: N 01'42'56" E DATE OF FIELD SURVEY: SEPTEMBER 30, 2005 REFERENCES: KING COUNTY ASSESSORS MAPS OF SECTION 29, T. 23 N., R. 5 E., W.M. PLAT OF AKER'S FARMS NO. 5; VOL. 40. PG. 27. FIELD EQUIPMENT: GEODIMETER 610, 3 SECOND DIRECT READING TOTAL STATION FIELD PROCEDURES: FIELD TRAVERSE AND SIDE SHOT MEASUREMENT PROCEDURES EMPLOYED SURVEY MEASUREMENT STANDARDS: FINAL PRECISION RESULTS OBTAINED FROM FIELD TRAVERSE PROCEDURES FOR THIS SURVEY MEET OF EXCEED STANDARDS CONTAINED ON W.A.C. 332-130-090+ Lij a_ J SITE AREA(S): O �/s. � � OVERALL: 17,880t S.F. (0.410t ACRE) LOT 1: 4,526f S.F. (0.104t ACRE) LOT 2: 4,450f S.F. (0.102t ACRE) R. NELLIS SHORT PLAT LOT 3: 4,451f S.F. (0.102t ACRE) LOT 4: 4,452t S.F. (0.102t ACRE)af �� 16816 - 104TH AVE. S. 0 RENTON, WA 98055 Go EXPIRES: 9/24, DWN. BY CJS/ROA CHKD. BY KRA DATE JANUARY 2, 2008 SCALE 1"=20' JOB NO. 05-067 SHEET 2 OF 2 fn CL a CN N 9. c7i I 0 a ,I of L N NI N1I S.W. 1/4, SECTION 29, TWP. 23 N., RGE. 5 E., W.M. ' I I I I I�, - 0 MATCHLINE BELOW IACDbWi � o U. PROPOSED MITIGATION PER KCSWDIlI, APPENDIX C - SECTION Well NOTE: 1" MIN. FULL ROAD WIDTH PAVEMENT: OVERLAY SHALL BE PROVIDED ACROSS 1. LIMIT IMPERVIOUS SURFACE - SEE ATTACHED CALCULATIONS THE ENTIRE SHORT PLAT IN 104TH $I 2. PERFORATED TIGHT LINE TO STREET STORM SYSTEM z a O_ CITY OF KING 3. PERMEABLE PAVEMENT - SEE ATTACHED CALCULATIONS _ RENTON COUNTY 30' RIGHT OF WAY/ w EXISTING 16' PAVEMENT R/W PROPERTY LINE fEi CONSTRUCTION 1 CENTERLINE � 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE I� g (TYP) DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 131 3.02 OF THE APWA ' STANDARD SPECIFICATIONS. PAVE SHOULDER CB # 1, TYPE I ` 10:1 PAVEMENT 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. W/ SOLID LOCKING LID TRANSITION .TAPER 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT ;DENSITY STA. 12+58.38 (23.50 LT)' I' (WSDOT 2-06.3). RIM 35 78: 1"...SD).-I> F 12" DIP 3.78% 73 L _11 E 355 33 ;(12..I 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED ;UNLESS SPECIFICALLY APPROVED BY l DDES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN TRANSITION TAPER ACCORDANCE WITH KCRS 8.03(B)3. _. .._..... __ GB #1B; TYPE 1 MIDPOINT 355.61 REPLACE EXISTING CB 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING'. ADEQUATE SAFEGUARDS, SAFETY STA. 13+38.82 (26.90' LT) II O FILL EXISTING _ . DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE RIM=354.77 DITCH ZZ LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH IE=352.49 (12" N) \ W THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED END PROPOSED CROWN SECTION " O RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONEp - AND PAVEMENT BEGIN TRANSITION TO EX. CROSS:.TRANSITION FLOW LINE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION ,1-07.23, "TRAFFIC CONTROL," OF 354 THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. SLOPE SECTION 15. PERMEABLE PAVEMENT SHALL BE CONSTRUCTED PER KING COUNTY SURFACE WATER DESIGN - MATCH EXISTING MANUAL C.2.6. END STA. 13+50 GRADE 354.07 N 167646 88 <j END CROSS SLOPE TRANSITION E 130177194 EXISTING EDGE OF PAVEMENT AS --BUILT INFORMATION PROVIDED MATCH EXISTING BY DAVI S/ K U RTH OCT. � 2 , 2 0 0 % GRADE 353.Os MATCH EXISTING PROPOSED GRADE 353.53 SERVICES: WATER PURVEYOR: SODS CREEK WATER & SEWER DISTRICT SEWER OPERATOR: SOOS CREEK WATER & SEWER DISTRICT TELEPHONE: VERIZON GAS/ELECTRIC: PUGET SOUND ENERGY COMPANY SMALL LOT IMP CALCULATIONS; LAND USE INspu""ION 0 TID y OGLL� 19 ZUOi CIL VF, 20 0 20 40 1 "=20' mommol Scale Feet THIS SITE DOES NOT SUPPORT DISPERSION OR INFILTRATION SO WE ARE USING THE LIST OF BMPS IN ITEM 3 OF C.1.3.1 ON THIS SITE IN CONJUNCTION WITH ITEM 4 (PERFORATED TIGHTLINE). THE BMPS THAT WE HAVE CHOSEN ARE REDUCED IMPERVIOUS SURFACE CREDIT AND PERMEABLE PAVEMENT. THE KCSWDM STATES THAT THE PROJECT MUST MITIGATE FOR AN IMPERVIOUS AREA EQUAL TO AT LEAST 20% OF THE SITE/LOT AREA. OUR BbIPS MITIGATE FOR: REDUCED IMPERVIOUS AREA 3,410 SF PERMEABLE PAVEMENT =880 SF TOTAL =4,290 SF PERCENTAGE OF SITE AREA =4,290 SF/17,880 SF = 24% KING COUNTY DD.ES. REVIEW ENGINEER I COMPLETION DATE SENIOR ENGINEER I COMPLETION DATE JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER COMMENTS: �i<i< J z 7) 0:) o Q to to to zzzN (nZ» Z a00000 w 0 U C-) O C9 Z_ z_ Z_ Y Y Y d- Z A m O 0 N a a CG+ oa V 0 ` r a 00 ® 0 C o o v ci z N i a 11 i- 2 z > d. aR:.... ���y. o � 45 .- Ica ? Jp�o (i►�� o '... ��p0� W a x W a 0. a �C.1 L w Cp N v C s 0 a+ ® >'' 0 *C, ® Cct C Ns a n C30u PAVING LIMITS EXISING GRADE 0 PIPE :CENTERLINE ..................................................... ..:....................................................... :.. ........... .. ...................... .. ........ ... ................ ................ ...,,......,.... ................ . . .............. .... ...,... ,,... ........... .., .......... .............. ................ ......... .... ................ .. ... .. . .... r . ... ..,,..... .., ... ... ... .................. : . .......... EXISTING: GRADE AT / / ✓ ✓ CONSTRUCTION CENTERLINE 2' MIN. ✓ / o, Z COVER z i ✓ m............. ............ .............,, /.. .......... / ✓♦✓✓ MATCH EXISTING: � .- `� PROPOSED GRADE AT ✓ ✓ ✓ FLOWLINE w .- II CONSTRUCTION CENTERLINE w wj< J (PER KRISTEN WOODS LUA 05-056) J N 04 ✓ / ✓ ... a. V) w ... � . .... co CD �..�.. -� ✓ ♦ i ✓ : CB 3 TYPE 1 R-378.00 ROAD GRADING BY OTHERS PROPOSED FLOWLINE w N M MATCH EXISTINGI=3 FLOWLINE FINISHE D GRADE � w ( OAF. ✓ � �0 ✓ / ✓ . � = 7 . 12„ W :IE 3 3 50 IE=373.758 ' N) } QI > w 0 PIPE PAP / / SEE 104 AVE SE �_ J a�cn �`' CENTERLINE a. Iw � ��'✓ / ----- FLOWLINE DESIGN TABLE ON END CURB AND GUTTER : FLOWLINE0.1 al J / ✓ D 360 — — _ F TATI C3 0 OR ON ELEVATI N S 0 S S I TAPER TRANSITION F IN BEGIN A TRAN N WL E ER S 0 LO 360 Q ✓ Q BEGIN TAPER .. _ — _ 12 ✓ TRANISTION DN END TAPER TRANSITION I� ✓ ✓ / END TAPER TRANSITION FLOWLINE 136 LF D 1 p — : : : : ♦�♦/ / / BEGIN CURB AND GUTTER F OWLINE GU E L _ S= - - _ - 0 _ .9 1 9' o — — — t3. 9� ---- i0, ✓ ✓ ....... .............. .. .................. .. ., ..,. ,.......... ..., ........... ...,,,... .., ......, DI P ..................... �. ...... ..... ..... �,. ............ .... ..... �. .,,........,........ ................... - LCP ♦. / . . .............................................,.................. ........ .. , . ......... ................ 73 LF S= 3 _ 2,, P ' ✓ / .78% 12" D.I.P.` — — 5=0.60% ♦ : : APPROXIMATE LOCATION 6' OF EX. 8" WATERLINE, C3- CONTRACTOR TO FIELD ...............VERLFY. . .... ............................ ............. C� B E 1 : W SOLID SOLID LOCKING ;LID RIM=357.97 IE.=355..26 (.12".. E,SW) .............................. .............. ........ ......... ...................... . CB #1A TYPE 1 RIM=357.28: RIM-357.28 IE=355.25 (12" N,NE,SE) IE 355 25 (12" :N ,NE,SE) 34 4 ..� ........................................:..................:........................................ .................................:..... ......... ........ ......... ............ 3........:......................................:...................... ......... ........................... ............................:...................:........ 1 1 +00 12+00 13+00 10' UTILITY EASMENT 24" MIN. TRENCH CROSS-SECTION PLAN VIEW OF ROOF PERFORATED TIGHT LINE NTS RANDOM FILL = 1 L. I 1 1 11 L FILTER FABRIC 3/4" - 1 1/2" WASH ROCK f0 ROAD )RAI NAGE SYSTEM 2'x 10' LEVEL TRENCH W/PERF PIPE f0 DOWNSPOUT DRAINAGE SYSTEM 10' STORM EASMENT 24" 4' wI _z JI } aI w a. O x a. FRENCH DRAIN 4._ 1. WASHED ROCK z//- Z 00 LINE WITH FILTER FABRIC %\/ \Z /\ RT 8" RIGID N\ PERF. PIPE \ 7-11-11 \/ NOTE. PIPE TO BE INSTALLED MIN. 6" BELOW DEPTH OF UNDISTURBED TILL 2 FRENCH DRAIN " NTS FIRE HYDRANT OR UTILITY POLE LUMINAIRE NOTE 1. 15' MIN. J J J H H H �E-F-tz uj m m m c J D D D 0 U-) to to , m-Z I U Z Z Z V)z 5Z)50 Q 0- o o 00 W U U U a-YY RLIMmo t e N tm 0 to Gto O U 4 IPL Q y 0 0 d a oo v •� 0 .- > a. o toN '•yam .: F- : J N • IS V •s N Q � a W .......... .....:................... .:................................ ...... ...... 5 0 5 10 +� ' VERTICAL 1 It- ri' �'T 1K 4 J Q wPLANTING STRIP Q A'10 MIN.I 50' MIN. NOTES: 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: .MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK -OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS. 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622 4. SEE SEC. 5.03. a STREET TREE STANDARDS NTS SIDEWALK NEXT TO VERTICAL CURB VERTICAL CURB LINE AT INTERSECTION REVIEW ENGINEER I COMPLETION DATE OR ENGINEER ES H. SANDERS, P.E. ELOPMENT ENGINEER IMENTS: COMPLETION DATE APPROVAL DATE 0. v � A co to O cy N ` 0 N c a N a g M .. O 0 r 0)Ir CL t � C3w 2 S.W. 1/4, SECTION 29, TWP. 23 N., RGE. 5 E.p W.M. MATCHILINE BELOW z NOTE: PROPOSED MITIGATION PER KCSWDK APPENDIX Q - SECTION 0.13.1 1" MIN. FULL ROAD WIDTH PAVEMENT OVERLAY SHALL BE PROVIDED ACROSSI 1. LIMIT IMPERVIOUS SURFACE SEE ATTACHED CALCULATIONS THE ENTIRE SHORT PLAT IN 104TH 81 2. PERFORATED TIGHT LINE TO STREET STORM SYSTEM CITY OF KING 3. PERMEABLE PAVEMENT - SEE ATTACHED CALCULATIONS RENTON COUNTY 30, RIGHT OF WAY/ EXISTING 16' PAVEMENT R/W PROPERTY LINE I CONSTRUCTION EXISTING CURB CENTERLINE 0 GUTTER . 1 11 0 0 RIGHT OF WAY MATCH EXISTING mz GRADE 361.70 z W CENTERLINE PAVING LIMITS zo MATCH EXISTING GRADE 362.02 16' BEGIN TRANSTION FROM EX. - z 2. CROSS SLOPE SECTION 1 5'PAVEMENT MATCH EXISTING TO PROPOSED CROWN SECTION GRADE 361.32 M 51 n LANDSCAPE m STRIP SIDEWALK AS -BUILT CURB 0 MATCH EXISTING Z & GUTTER GRADE 362.66 rn 0 BY OTHERS' -q (KRISTEN WOODS MATCH EXISTING r I GRADE 361.95 z 11' m VERTICAL LUA 05-056 >< CITY OF RENTON) 0' R CURB GUTTER -BEGIN PAVEMENT 2% TRAN,S!TiON/FLbW' LINE APPROXIMATE LOCATIO OF 2% MAX EX. 8" WATERLINE GRADE TO DRAI CONTRACTOR TO FIELD VERIFY, TRANSITION TAPER MIDPOINT 361.30 4" CSTC f 10:1 PAVEMEN",' 2" CLASS 8 AC TRANSITION TAPER 4" ATB PAVE SHOULDER BEGIN PROPOSED CROW SECTIO END SIDEWALK EL=361.63 6" CSTC CB#2, TYPE .I EXISTING UTILITY POLE AcDbWipeout (Wipeout) STA. 11+26.44 (15190' LT) TO REMAIN KIM=360.87 20' DRIVEWAY CUT i 4 104TH AVE 8E FLOWLINE DESIQN TABLE OFFSET 10 FL FROM' FLOWLINE DESCRIPTION STATION CONSTRUCION ELEV. CL BEGIN PAVEMENT TRANSITION 10+84.39 19.92' LT 361.67 BEGIN CURB, GUTTER, 11+25.01 16.00' LT 360.88 AND SIDWALK 11+50.00 16.00' LT' 360.39 12+00.00 16.00' LT 359.19 12+50.00 16.00' LT 358.29 END CURB, GUTTER 12+65.30 16.00' LT 357.20 AND SIDEWALK END PAVEMENT TRANSITION 13+46.36 18.98' LT 354.01 IE=356.49 (12" SD (TYP. 4 LOCATIONS) C3.1 /-N 167865.49 2 E 1301929.8 FRENCH BEGIN 104TH AVENUE SE SECTION T . .... .. . ... II DRAIN CEDAR AVENUE SE Ir CLUEAN T (T T 136 LF 12" CPP 6 1. 16' 0 S=10.91% 16'± 6 INSTALL B R) 16'± GENERAL NOTES U LDE�) 10' I 2 LFSTORM .'A PVC PIPE, EASEMENT, 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), KING 5 MIN. SEPARATION' KCSWD,\A) BETWEEN EXISTING COUNTY ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MANUAL FERFO STUB I AND THE CONDITIONS WATERLINE AND OUT CO TYP C3., EXISTING RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE PROPOSED STORM ES SIDEWALK ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. LOT FRENC�.,IbW �K, j 1,3Z LF ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. kC3.2 �.2 (TYP) 63 r3 STREET TREES 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING 6- PRIVAT LINE BUILDER) COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES) ENGINEERING REVIEW CHECKLIST. OVERLOOKED OR MISSED BY THE DDES SOME ELEMENTS MAY HAVE BEEN S., I 10' U'TIL T! Y EASEMENT PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS �r SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. Co- 16 UNS l APPROVED BY PqSTMSTER) C3.1 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL ui I BEGIN STA 9+00 jjuj OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, I " I I � OT 3 c N 16809670 ELECTRICAL, ETC.). SEE LIST OF SERVICES ON THIS SHEET. > Li E 130,17ED.12 II z + 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE uj HELD BETWEEN THE DDES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE PRIVATE INE.JINS LL 13Y BUILDER) APPLICANT'S CONSTRUCTION REPRESENTATIVE. Lu, (n z CONSTRUCnQN APPROXIMATE LOCATION ci il 0 1 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTIOIN IS ATION OF, I 5. F 0 PERMEA 3�,E PAVEMENT 4' EX. 8" WATERLINE, - IN PROGRESS. CONTRACTOR (SEE N ITF: 15) CENTERLINE 6, CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION TO FIELD VERIFY 4 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. AS -BUILT CONTOURS BY� w 13 LF 12 DIP RIGHT OF WAY 7, IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION OTHERS (KRISTEN WOODS �1111 0.60% 124. TYP LDERL_' CENTERLINE EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. LUA 05-056 CITY OR 0 S= RENTON) CB #1A, TYPE I Ih00 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED STA. 12+63.72 (15.00' LT) PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL RIM=357.28 REQUIREMENTS OF KCRS CHAPTER 8 IS SUBMITTED TO THE DDES LAND USE INSPECTION IE=355.25 (12" SD) SECTION THREE DAYS PRIOR TO CONSTRUCTION. C z r. 12" PIPE TO BE ABANDONED CB #3, TYPE 1 )h > .j .0. O J' A' z > 0 C4 Iwo fa 0 0 .5 11 o IL I I 9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY DDES. Tf/ SOLID LOCKING LID CEMENT SIDEWALK TRANSITION 4-0 TO BE ABANDONED MATCHLINE ABOVE 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN ARIGHT -OF -WAY OR APPROPRIATC (TYP) DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B1 3.02 OF THE APWA PAVE SHOULDER z STANDARD SPECIFICATIONS. ✓ CB # 1. TYPE I SERVICES: 10:1 PAVEMENT N 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. W1 SOLID LOCKING LID TRANSITION TAPER STA. 12+58.38 (23.50' LT) 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT oENSIT,( INATER PURVEYOR: 5005 CREEK WATER & SEWER DISTRICT od a. RIM=357.81 73 LF 12" DIP 9 3.787, IE 355.33 (12, SD) (WSDOT 2-05.3). SEWER OPERATOR SOOS CREEK WATER & SEWER DISTRICT ' TELEPHONE: VERIZON 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED 9Y (AS/ELECTRIC: PUGET SOUND ENERGY COMPANY 0 ODES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN CEI #113, TYPE 1 TRANSITION TAPER 20 a 20 40 REPLACE EXISTING CB MIDPOINT 355.61 WALL LOT BMP CALCULATIONS: 1 "=20' STA. 13+38.82 (26.90 �T '�-�FILL EXISTING, Scale Feet ACCORDANCE WITH KCRS 8.03(B)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY RIM=354.77 CC DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTE'.T THE DITCH IE=352.49 (12" N) THIS SITE DOES NOT SUPPORT DISPERSION OR INFILTRATION SO WE ARE USING LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE LIST OF EIMPS IN ITEM 3 OF C.1.3.1 ON THIS SITE IN CONJUNCTION WITH PROPOSED CRO b THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED N END PAVEMENT ITEM 4 (PERFORATED TIGHTLINE). THE BMPS THAT WE HAVE CHOSEN ARE KING COUNTY D.D.Ea RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE, WN SECTI, 0 < EIEGIN TRANSITION TO EX. CROSS 0 FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1 -07.23, "TRAFFIC CONTROL," OF TRANSITION/FLOW LINE REDUCED IMPERVIOUS SURFACE CREDIT AND PERMEABLE PAVEMENT. SLOPE SECTION 4 THE WSOOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY, 0 REVIEW ENGINEER COMPLETION DATE THE KCSWDM STATES THAT THE PROJECT MUST MITIGATE FOR AN IMPERVIOUS 15. PERMEABLE PAVEMENT SHALL BE CONSTRUCTED PER KING COUNTY SURFACE WATER DESIGN MATCH EXISTING AREA EQUAL TO AT LEAST 20% OF THE SITE/LOT AREA. OUR EIMPS MITIGATE FOR: END STA. 13+50 GRADE 354.07 MANUAL C.2.6. N 167646.88 SENIOR ENGINEER COMPLETION DATE END CROSS SLOPE TRANSITION REDUCED IMPERVIOUS AREA 3,410 SF z E 1301771.94 PERMEABLE PAVEMENT =880 SF TOTAL =4,290 SF AS -BUILT INFORMATION PROVIDED MATCH EXISTING EXISTING EDGE OF PAVEMENT JAMES H. SANDERS, P.E. APPROVAL DATE PERCENTAGE OF SITE AREA =4.290 SF/17,880 SF = 249; DEVELOPMENT ENGINEER PROPOSED08 GRADE 353.MATCH GRADE 353EXISTING.53 _j BY DAVIS/KURTH OCT. 12, 2007 COMMENTS: 0' cle PAVING LIMITS .. ... .......... .. ....... .. .. ....... .. ......... .. ..... .... ... ................. ......... ....... ..... ........... ...... .. .. .... .... .. ... ... .. .... . ........ ..... ......... . ....... ..... .. .... ..... ............... .. ..... A - I T INF RMATION PROVIDED S BU L 0 ............... .. ... .. . . .......... ... .. ......... ... ;... ............ ...... ... ...... ..... ...... .. .... ...... ............... ......... .. .. .... ...... .... .... .... ..... .. .. ....... .. .............. f'1 \ / P� A \ / 1 !� 1 / 1 1 �'1 T 1 1 !1 /1 T !1 ('1 /'1 /'\ "7 ...... .. FIRE HYDRANT OR UTILITY POLE 10' UTILITY EASMENT w Z wl Z f- I ui W 0.. w 10' STORM EASMENT Lu Zi zi �I �I cr- WI zI z gI O NI a 24" 4' FRENCH DRAIN J{� WASHED ROCK w—a- \�/ i aC.<[,.'_z�7 I % > Z t C �� LINE WITH .7 FILTER FABRIC 24° MIN. TRENCH CROSS-SECTION t 8„ RIGID TO ROAD \// tw NA l `fit tf? /\ PERF. PIPE DRAINAGE } '" \\/ y/ SYSTEM y\\\j\\\j\\\j\\� y\\\//�\\ NOTE: PIPE TO BE INSTALLED MIN. 6" R/-2'x10' BELOW DEPTH OF LEVEL TRENCH UNDISTURBED TILL W/PFRF PIPE P4AN VIEW OF ROOF n PERFORATED TIGHT UNE NTS _ . 10 DOWNSPOUT DRAINAGE SYSTEM z %FRENCH :,DRAIN NTS LUMINAIRE Q 15' MIN_ of .10T...l Croy❑ NOTES: 1. TREES SHALL GENERALLY E PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: .MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK-01JTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS, 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622 4. SEE SEC. 5.03. STREET TREE STANDARDS NTS DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE N 00 U a_ Q0 O 0 N U v :z a Y E n Ln N O O N 0 cc 2 s a 0 n 0 n O 's 0 0 m a 0 2 z U 0 O OSHORT PLAT N0. L05S0064 KING COUNTY, WASHINGTON DEDICATION APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS ____ DAY OF ----------- 20-- DIVISION DIRECTOR, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS ____ DAY OF__________, 20 KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST DEVELOPMENT ENGINEER IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT STATE OF WASHINGTON 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 COUNTY OF _____� THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT _^_ IS THE PERSON WHO APPEARED BEFORE LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT, ON TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY ACKNOWLEDGED IT AS THE _______ _ OF FRONTIER BANK IDENTIFIED AND FOR THE PURPOSE STATED. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED DATED: (SIGNATURE) TITLE MY APPOINTMENT EXPIRES« EXAMINED AND APPROVED THIS ____ DAY OF---------- 20---- ASSESSOR DEPUTY ASSESSOR ACCOUNT NUNBER THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, LEGAL DESCRIPTION: ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF THE WEST HALF OF LOT 6, BLOCK 2, AKER'S FARMS NO. 5, ACCORDING TO THE FLAT THEREOF RECORDED IN VOLUME 40 OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS PLATS, PAGE(S) 27, RECORDS OF KING COUNTY, WASHINGTON. SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE SUBJECT TO: WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. MICHAEL E. DAVIS LEHMAN BROTHERS BANK, FSB, A FEDERAL SAVINGS BANK FRONTIER BANK STATE OF WASHINGTON COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT MICHAEL E. DAVIS IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: (SIGNATURE) TI TLE MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF 1 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF LEHMAN BROTHERS BANK, FSB, A FEDERAL SAVINGS BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: (SIGNATURE) TITLE MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ................................. . ...... ...... ......... Mgr. Supt. of Records RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF: RESERVING: MINERALS RESERVED BY: NORTHWEST IMPROVEMENT COMPANY, A DELAWARE CORPORATION RECORDED: MAY 5, 1944 RECORDING NO.: 3385245 RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS DELINEATED AND/OR DESCRIBED ON THE PLAT RECORDED IN VOLUME 40 OF PLATS AT PAGE(S) 27 IN KING COUNTY, WASHINGTON. _. SEL_F ' S_NOTICC OF ON —SITE —SEWAGE" !SYSTEEV. OPERA r110_AND MAINTENANCE Rr....ntMEN IS HND I.i� Ictt,�IJ :11'1v ,Lir[}, I,li.rJ THEREOF: RECORDED MARCH 28, 2002 RECORDING NO. 20020328000776 WATER SPECIAL CONNECTION CHARGE #104 AND THE TERMS AND CONDITIONS THEREOF: BY. SOOS CREEK WATER AND SEWER DISTRICT RECORDED: MAY 3, 2007 RECORDING NUMBER: 20070503001745 TRANSFER OF DEVELOPMENT RIGHTS - CERTIFICATE NUMBER 124 AND THE TERMS AND CONDITIONS THEREOF: CERTIFICATE ISSUED TO: NELLIS PROPERTY LLC RECORDED: JUNE 14, 2007 RECORDING NUMBER: 20070614001588 TITLE REPORT: THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED UPON STEWART TITLE COMPANY, SUBDIVISION GUARANTEE COMMITMENT ORDER NUMBER 207150639, DATED JUNE 19, 2007 AT 12:00 A.M. NOTES: 1. THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE `° NORTk-SOUTH ROADS WITHIN THE RANGE OF 16800 TO 16816. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. 2. THE STREET TREES PURSUANT TO KCC 21A.16 SHALL BE OWNED BY THE ABUT7,ING LOT OWNERS UNLESS AND UNTIL KING COUNTY AND ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM. 3. PURSUANT TO KCC 21A.43, SCHOOL IMPACT FEES, IF APPLICABLE, SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION. 4. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY rHE LOT HOME OWNER. 5. THE ROAD AND STROM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING., TO THE APPROVED PLAN AND PROFILE, PLAN NO. P#4209 ON FILE WITH THE 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. BUILDING PERMIT NOTE: PERMIT APPLICATIONS FOR BUILDINGS OR OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST BE REVIEWED BY KING COUNTY FOR COMPLIANCE WITH BEST MANAGEMENT PRACTICES (BMPS) AND OTHER APPLICABLE DRAINAGE STANDARDS AS SPECIFIED IN THE SWDM AS DETERMINED BY KING COUNTY, THE PERMIT APPLICANT FOR EACH LOT MUST PREPARE A DRAINAGE SITE PLAN WITH PROCEDURES FOR DESIGN AND MAINTENANCE DETAILS AND RECORD A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR IMPLEMENTATION OF THE BEST MANAGEMENT PRACTICES. THESE PLANS SHALL CONFORM TO THE RESTRICTION OF APPROVED CONCEPTUAL DRAINAGE PLAN OF A LIMIT OF 2,500 SQUARE FEET OF IMPERVIOUS SURFACE, PERFORATED TIGHT LINE FOR DOWNSPOUT RUNOFF AND 440 SQUARE FEET OF PERMEABLE PAVEMENT UNLESS OTHER BMPS HAVE BEEN REVIEWED AND APPROVED BY DDES. PORTION OF NE 1 /4, SW 1 /4, S. 29 T. 23N R. 5E TREE RETENTION PLAN: L OCSAO.�SS � EU(Te -deco COPY ,PURSUANT TO KCC 16.82, AN APPROVED E RETENTION PLAN IS 0 'n ILE WITH THE KING CO TY (DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVIC D.D.E. S NTER, ON SHEET 1 OF 1 OF THE APPROVED ENGINEERING PLANS N0. 4209. UNDER ACTIVITY N0. L06FR05 . OTS 1 THR THIN THIS (SHORT) PLAT EITHER CONTAIN TREES THAT MUST BE RETAINED OR MUST BE PLAN PLA D PER SAID APPROVED TREE RETENTION PLAN. ANY PROPOSED CLEARING, GRADING OR CONSTRUCTION ACTIVITIES THAT WILL OR MAY IMPACT A SIGNIFICANT TREE WITHIN SAID LOTS MUST BE REVIEWED AND APPROVED BY KING COUNTY LAND USE SERVICES DIVISION, OR ITS SUCCESSOR AGENCY, FOR COMPLIANCE WITH SAID TREE RETENTION PLAN. PRIVATE DRAINAGE EASEMENT COVENANT: THE .OWNERS OF PRIVATE PROPERTY WITHIN THIS SHORT 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 SHORT 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. TDR NOTE: 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 1 TRANSFER OF DENSITY CREDITS. PRIVATE DRAINAGE EASEMENT MAINTENANCE NOTE: THE 10-FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 1, 2, 3, AND 4 IS FOR THE BENEFIT OF LOTS 1, 2, 3, AND 4; THE OWNERS OF THE LOTS HAVING BENEFIT OF USE SHALL SHARE AND BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE DRAINAGE FACILITIES WITHIN THE EASEMENT. ROAD MPS FEES: ROAD MPS FEES PER K.C. CODE 14.75 FOR LOTS 1, 2 AND 4 THROUGH _VA : THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). FOR LOTS "1.-2 AND 4 THROUGH A THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE r,,,,s, ._B[ Pilo •r:nlF TIME OF cz�'1.DING P RA7lT p°'oLi _9 14 AT THE RATE IN cFFECT AT TNAT_,TIAAE - - ROAD MPS FEES PER K.C. CODE 14.75 FOR LOT 3 :: ONE RESIDENTIAL UNIT WAS EXISTING AND OCCUPIED WITHIN THE THREE YEARS PRIOR TO THE APPLICATION FOR DEVELOPMENT OF THIS SUBDIVISION. LOT 3 IN THIS SHORT PLAT SHALL BE EXEMPT FROM THE PAYMENT OF FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM. SEE KING COUNTY DEPARTMENT OF TRANSPORTATION PUBLIC RULE 6.2.1.4. EASEMENT PROVISIONS: AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO QWEST, COMCAST, SOOS CREEK WATER AND SEWER DISTRICT, CITY OF RENTON PUBLIC WORKS DEPARTMENT, AND FOR PUGET SOUND ENERGY, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER_ AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS, IN'`WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, TV, AND GAS SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE 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 THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE; ,OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. BMP / COVENANT SUBDIVISION NOTE: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES (BMPS) STIPULATED IN THE DRAINAGE PLAN DECLARATION OF COVENANT AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN 'THE SMALL PROJECT DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my KENNETH R . ANDERSON direction in conformance with the requirements of the appropriate AND ASSOCIATES, INC. State and County Statute and Ordinance in MARCH, 2007. Surveying, Mapping and Land Planning 1720 South 341st Place, Suite C-4 Federal Way, Washington 98003 ..•..............•........•.......•• Des Moines (253) 838-1199 Certificate No. 29267 Tacoma (253) 272-9858 FAX (253) 838-8164 < E—Mail: mail@cindersonsurveyors.com � EXPIRES: S T844'� baw- 9 /24/ C7 C c cn m o W v LLJ Q J > NELLIS SHORT PLAT 16816 — 104TH AVE. S. RENTON, WA 98055 I DWN. BY DATE JOB CJS I MARCH 26, 2007 I 05-067 CHKD. BY KRA SCALE SHEET N TS 1 OF 2 �1 V) a_ I 0 a z I U t` o1a o�- RECORDING NO. VOL. /PAGE N x Co U Q w O O M) U 2 Y 2 0 0 C�i N 0 0 0 Co 2 Co 0 In 0 I O n 0 i U n Z r- IQ0 0 SHORT PLAT N0. L05S0064 KING COUNTY, WASHINGTON ^dU a _ o O NZ 179'54'39"(C)(P) FND 4X4 CONC MON W/ SMALL BRASS PIN, 1' DEEP. VISITED 9/30/05 N8816'46"W(P) 314.25'(P) ��_ N88'16'46"W(p) N88'16'21 "W 1313.9�Cl, N88'16'21 "W(C) 339.97'(M) 340.00'(P) 314.25'(C) FND 4X4 CONC MON W/ 89'59'26"(C)(P) SMALL BRASS PIN 2' DEEP. S • E • 1 6 6 TH VISITED 9/30/05 �- ANGLE POINT S8916'32"W(P) E-W CENTERLINE SECTION PER PLAT OF AKER'S FARM'S NO. 5 302 �i 30.00' • I V I • 0 N W� v 3 / U N ^ ^ 0 O v N Co pp� O N � I 1I � I I I 30p I o 0 N. LINE, LOT 6, BLOCK 2 N8816'46"W(P) N8816'21 "W(C) 127.12'(C) I [�_10' UTILITY AND PRIVATE STORM 0o I DRAINAGE EASEMENT r-� I O O u' n 20 729 KING COUNTY #3790 FOUND SURFACE BRASS 2.5'f SCALE: pI SOUTH OF CENTERLINE OF JONES M PLACE SE; RENTON N U CONTROL#875, STAMPED PORTION OF 00 N "TOWNSEND & ASSOC LS 9634". VISITED 12/16/04. NE N I�N: 170706.002(C)(M)(KC) Q E: 1303177.356(C)(M)(KC) `r m------------ 659.71'(C) --- - N o Lo IwN Co �m T ^N oj z KING COUNTY #3810 FOUND MON IN CASE AT INTERSECTION OF HIGHWAY 575 AND SE 176TH STREET; CONC. W/2" BRASSIE W/"X", 0.5f DOWN. 29 VISITED 12/15/04. N:165408.91 O(C)(M)(KC) 32 E:1303018.692(C)(M)(KC) 1 I ui o - I � N88'16'21 "W 127.14' I Z I o Cl N88'16'21 "W 127.17' 3 10' PRIVATE STORM DRAINAGE EASEMENT N88'16'21 "W 127.19' ' 0 Oca d- U v W s O O 0 M O z I 4 10' PRIVATE STORM I o DRAINAGE EASEMENT I M I-- -- - - - - - - - - - - - - - - - -I — — — — — — — — — — — — — — — — — — — — — N8816'46"W(P) N8816'21 "W(C) 127.22'(C) S. LINE, LOT 6, BLOCK 2 C wti r f/ A_ f AJ�(fAfo w ��0 Aoc1AI(tf , /A -IL 4 pvX c-D 3' WATER EASEMENT PER RECORDING NUMBER 4513644 FOUND 5/8" REBAR & CAP, MARKED "CRONES 29587", N60'05'24"E, 0.15' FROM CALCULATED POSITION. VISITED 10/04/2005. RECORD OF SURVEY 20050415900014 185/106 FOUND 5/8" REBAR & CAP, MARKED "CRONES 29587", 0.18' EAST OF LINE, VISITED 10/04/2005. E. LINE, W1 /2 LOT 6, BLOCK 2 SrrE AMA(.S'): OVERALL: LOT 1: LOT 2: LOT 3: LOT 4: r o� h(-C- �i9G ES 17,880t S.F. (0.410t ACRES) 4,526f S.F. (0.104t ACRES) 4,450t S.F. (0.102t ACRES) 4,451f S.F. (0.102t ACRES) 4,452t S.F. (0.102f ACRES) LEGEND: 1 inch = 20 ft. 1/4, SW 1/4, S. 29 T. 23N R. 5E -Q� MONUMENT (AS NOTED) 0 FOUND REBAR (AS NOTED) • SET 5/8" REBAR W/CAP MARKED "KRA 29267", UNLESS OTHERWISE NOTED (C) CALCULATED (M) MEASURED (P) PLAT OF AKER'S FARMS NO. 5, VOL. 40. PG. 27. (KC) KCCS-KING COUNTY CONTROL SURVEY, SURVEY MONUMENT CONTROL DATABASE MERIDIAN: KCCS-KING COUNTY CONTROL SURVEY, SURVEY MONUMENT CONTROL DATABASE, ADJUSTED TO NORTH AMERICAN DATUM 1983-1991 (NAD 83-91), LAMBERT GRID COORDINATES, PRODUCED BY KING COUNTY DEPARTMENT OF TRANSPORTATION SURVEY UNIT, DATED MARCH 24, 1997. BASIS OF BEARINGS: BASED UPON THE MONUMENTED NORTH -SOUTH CENTER OF SECTION 29, T 23 N, R 5 E, W.M. KING COUNTY #3790: N: 170706.002(C)(M)(KC); E: 1303177.356(C)(M)(KC) KING COUNTY #3810: N:165408.910(C)(M)(KC); E:1303018.692(C)(M)(KC) BEARING: N 01'42'56" E DATE OF FIELD SURVEY: SEPTEMBER 30, 2005 REFERENCES: KING COUNTY ASSESSORS MAPS OF SECTION 29, T. 23 N., R. 5 E., W.M. PLAT OF AKER'S FARMS NO. 5; VOL. 40. PG. 27. FIELD EQUIPMENT: GEODIMETER 610, 3 SECOND DIRECT READING TOTAL STATION FIELD PROCEDURES: FIELD TRAVERSE AND SIDE SHOT MEASUREMENT PROCEDURES EMPLOYED SURVEY MEASUREMENT STANDARDS: FINAL PRECISION RESULTS OBTAINED FROM FIELD TRAVERSE PROCEDURES FOR THIS SURVEY MEET OF EXCEED STANDARDS CONTAINED ON W.A.C. 332-130-090+ �R 'S og WAs� f �V 1 STE4�� AL Lt►1'� EXPIRES: 9/24/ DWN. BY CJS CHKD. BY KRA Ld J O NELLIS SHORT PLAT 16816 - 104TH AVE. S. RENTON, WA 98055 DATE JOB N0. MARCH 26, 2007 05-067 SCALE SHEET 1"=20' 2 OF 2 0 a a 0 DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE N 00 �r; U Q 0 0 N V ci Y E Q 0 LO 6� 6J 0 0 N ram. LU o. N. Z CUM co Uj o I x i Q0----W---- -� 0 \ Ln 01 a 0 n .Q-) z U 0 0 OSHORT PLAT N0. L05S0064 KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, -ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. MICHAEL E. DAVIS #LEHMAN BROTHERS BANK, FSB, A FEDERAL SAVINGS BANK STATE OF_________________) SS COUNTY OF _______________) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC TI TI E MY APPOINTMENT EXPIRES STATE OF-----------------) SS COUNTY OF _______________) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE --------------------- OF ------- TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC TITI F MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ........................................................................ Mgr. upt. of Records APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS ____ DAY OF----------, 20___ DIVISION DIRECTOR, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS ---- DAY OF__________, 20--- DEVELOPMENT ENGINEER EXAMINED AND APPROVED THIS ____ DAY OF---------, 20 ASSESSOR DEPUTY ASSESSOR ACCOUNT NUNBER SITE AREA(S): EXISTING: 17,880f SQ. FT. (0.410f ACRES) LOT 1: 4,526t SQ. FT. (0.104f ACRES) LOT 2: 4,450f SQ. FT. (0.102t ACRES) LOT 2: 4,451f SQ. FT. (0.102t ACRES) LOT 2: 4,452f SQ. FT. (0.102t ACRES) LEGAL DESCRIPTION: THE WEST HALF OF LOT 6, BLOCK 2, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE(S) 27, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO: RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF: RESERVING: MINERALS RESERVED BY: NORTHWEST IMPROVEMENT COMPANY, A DELAWARE CORPORATION RECORDED: MAY 5, 1944 RECORDING NO.: 3385245 RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS DELINEATED AND/OR DESCRIBED ON THE PLAT RECORDED IN VOLUME 40 OF PLATS AT PAGE(S) 27 IN KING COUNTY, WASHINGTON. PRIVATE DRAINAGE EASEMENT COVENANT: THE OWNERS OF PRIVATE PROPERTY WITHIN THIS SHORT PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS TITLE REPORT: THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED UPON STEWART TI [LE COMPANY, SUBDIVISION GUARANTEE COMMITMENT ORDER NUMBER 207150639, DATED JUNE 19, 2007 AT 12:00 A.M. MERIDIAN: KCSC-KING COUNTY SURVEY CONTROL, SURVEY MONUMENT CONTROL DATABASE, ADJUSTED TO NORTH AMERICAN DATUM 1983-1991 (NAD 83-91), LAMBERT GRID COORDINATES, PRODUCED BY KING COUNTY DEPARTMENT OF TRANSPORTATION SURVEY UNIT, DATED MARCH 24, 1997. BASIS OF BEARINGS: BASED UPON THE MONUMENTED NORTH -SOUTH CENTER OF SECTION 29, T 23 N, R 5 E, W.M.; KING COUNTY #3790: N: 170706.002(C)(M)(KC); E: 1303177.356(C)(M)(KC) KING COUNTY #3810: N:165408.910(C)(M)(KC); E:1303018.692(C)(M)(KC) BEARING: N 01'42'56" E DATE : OF TIEU) SURVEY:- SEPTEMBER 30, 2005 REFERENCES: KING COUNTY ASSESSORS MAPS OF SECTION 29, T. 23 N., R. 5 E., W.M. PLAT OF AKER'S FARMS NO. 5; VOL. 40. PG. 27. FIELD EQUIPMENT: GEODIMETER 610, 3 SECOND DIRECT READING TOTAL STATION FIELD PROCEDURES: FIELD TRAVERSE AND SIDE SHOT MEASUREMENT PROCEDURES EMPLOYED SURVEY MEASUREMENT STANDARDS: FINAL PRECISION RESULTS OBTAINED FROM FIELD TRAVERSE PROCEDURES FOR THIS SURVEY MEET OF EXCEED STANDARDS CONTAINED ON W.A.C. 332-130-090+ NOTES:. 1.' THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE OF 16800 TO 16816. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. 2. THE STREET TREES PURSUANT TO KCC 21A.16 SHALL BE OWNED BY THE ABUTTING LOT OWNERS UNLESS AND UNTIL KING COUNTY AND ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM. 3. PURSUANT TO KCC 21A.43, SCHOOL IMPACT FEES, IF APPLICABLE, SHALL BE ADDRESSED AT THE TIME OF BUILDING 'j PERMIT APPLICATION. �4U I 4. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. v1 �5� URSUANT TO KCC 2 1A.43, SCHOOCT FEES, IF APPLICABLE, SHALL BE ADDRESSED AT THE TIME OF BUILDINGIT APPLICATION. p 6. ALL UTILITIES WITHIN THE PUBLIC ROAD RIGHTS OF WAY ARE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL. rr 11or R(Fa0fr), ED, fO_C-Col-A 04C-A)d P- 614 OU (Ij G AlVb I,KoUt 1)G US Ay E*41I11- 0R iv, Cl-t 0 i Af0-rC= GlL CE'rr`cK� S1 A) LU /� it !�pY�fGet[�''i� JUST !=vfc. 60/L FI C L PORTION OF NE 1 /.4, SW 1/42 S. 29 , T. 23N R. 5E BUILDING PERMIT NOTE: PERMIT APPLICATIONS FOR BUILDINGS OR OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST BE REVIEWED BY KING COUNTY FOR COMPLIANCE WITH BEST MANAGEMENT PRACTICES (BMPS) AND OTHER APPLICABLE DRAINAGE STANDARDS AS SPECIFIED IN THE SWDM AS DETERMINED BY KING COUNTY, THE PERMIT APPLICANT FOR EACH LOT MUST PREPARE A DRAINAGE SITE PLAN WITH PROCEDURES FOR DESIGN AND MAINTENANCE DETAILS AND RECORD A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR IMPLEMENTATION OF THE BEST MANAGEMENT PRACTICES. THESE PLANS SHALL CONFORM TO THE RESTRICTION OF APPROVED CONCEPTUAL DRAINAGE PLAN OF A LIMIT OF 2,500 SQUARE FEET OFIMPERVIOUS SURFACE, PERFORATED TIGHT LINE FOR DOWNSPOUT RUNOFF AND 440 SQUARE FEET OF PERMEABLE PAVEMENT UNLESS OTHER BMPS HAVE BEEN REVIEWED AND APPROVED BY DDES. TREE RETENTION PLAN: PURSUANT TO KCC 16.82, AN APPROVED TREE RETENTION PLAN IS ON FILE WITH THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.), RECORDS CENTER, ON SHEET -OF -OF THE APPROVED ENGINEERING PLANS NO. _, UNDER ACTIVITY NO. . LOTS WITHIN THIS (SHORT) PLAT EITHER CONTAIN TREES THAT MUST BE RETAINED OR MUST BE PLANTED I REPLACED PER SAID APPROVED `TREE RETENTION PLAN. ANY PROPOSED CLEARING, GRADING OR CONSTRUCTION ACTIVITIES THAT WILL OR MAY IMPACT A SIGNIFICANT TREE WITHIN SAID LOTS MUST BE REVIEWED AND APPROVED BY KING COUNTY LAND USE SERVICES DIVISION, OR ITS SUCCESSOR AGENCY, FOR COMPLIANCE WITH SAID TREE RETENTION PLAN. "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 SHORT 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, FIOM,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. TDR NOTE: IRIS PL'AT'HAS PARTICIPATED IN -KING COUNTY'a 'TRANSFER OF DEVELOPMENTJRIGHTS TDR ' PROGRAM. THE DENSIi�f FOR THIS PLAT WAS ACHIEVED THROUGH THE INCLUSION OF 1 TRANSFER OF DENSITY CREDITS. PRIVATE DRAINAGE EASEMENT MAINTENANCE NOTE: `THE 10-FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 1, 2, 3, AND 4 IS FOR THE BENEFIT OF LOTS 1, 2, 3, AND 4; THE OWNERS OF THE LOTS HAVING BENEFIT OF USE SHALL SHARE AND BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE DRAINAGE FACILITIES WITHIN THE EASEMENT. ROAD MPS FEES: ROAD. MPS FEES PER K.C. CODE 14.75 FOR LOTS 1. 2 AND 4 THROUGH _WA THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). FOR LOTS 1.'2 AND 4``THROUGH N A THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. ROAD MPS FEES PER K.C. CODE 14.75 FOR LOT 3 ONE: RESIDENTIAL UNIT WAS EXISTING AND OCCUPIED WITHIN THE THREE YEARS PRIOR TO THE APPLICATION FOR DEVELOPMENT OF THIS SUBDIVISION. LOT 3 IN THIS SHORT PLAT SHALL BE EXEMPT FROM THE PAYMENT OF FEES 'REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM. SEE KING COUNTY DEPARTMENT OF TRANSPORTATION PUBLIC -RULE 6.2.1.4. EASEMENT PROVISIONS: AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO QWEST, COMCAST, SOOS CREEK WATER AND SEWER DISTRICT, CITY OF RENTON PUBLIC WORKS DEPTARTMENT, AND FOR PUGET SOUND ENERGY, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND `TRACTS, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, TV, AND GAS SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE 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 THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. DEED edit. ipe_ tioj !nor 1- ' %/C-CP .fUkJCC� ro Fog- Z60Z03trf00077 j ZOO70YOY0017 j� Zo6766► OO�Tg LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my KENNETH R. ANDERSON direction in conformance with the requirements of the appropriate AND ASSOCIATES, INC. State and County Statute and Ordinance in MARCH, 2007. Surveying, Mapping and Land Planning 1720 South 341st Place, Suite C-4 Federal Way, Washington 98003 ............................................ Des Moines (253) 838-1199 Certificate No. 29267 Tacoma (253) 272-9858 FAX (253) 838-8164 ` E—Mail: mail@ondersonsurveyors.com EXPIRES: Og q 3 TB44'' LAZ'� 9/24/ DWN. BY CJS CHKD. BY KRA NELLIS SHORT PLAT 16816 — 104TH AVE. S. RENTON, WA 98055 DATE JOB NO. MARCH 26, 2007 05-067 SCALE SHEET NTS 1 OF 2 0 a a d-� rn 01 RECORDING NO. VOL./PAGE SHORT PLAT NO. 1-05S0064 20 KING COUNTY, WASHINGTON KING COUNTY #3790 FOUND SURFACE BRASS 2.5't SCALE: :729 SOUTH OF CENTERLINE OF JONES �n FND 4X4 CONC MON W/PLACE SE; RENTON � SMALL N CONTROL#875, STAMPED PORTION OF BRASS PIN, 1 DEEP. "TOWNSEND & ASSOC LS 9634". VISITED 9/30/0"3C `�' vN VISITED 12/16/04. NE N: 170706.002(C)(M)(KC) (� N88'16'46'W(P) '314 25'(P) N8816 46 I E: 1303177.356(C)(M)(KC) N88'16'21 `W 1* wN814.25"(C) 339.97'(M) .------- 659.71'(C)----��- N om a 314.25'(C) Lo FND 4X4 CONC MON W/ I w N 0 89'S9'26"(C)(P) SMALL BRASS PIN 2' DEEP. 1 6 6 TH �' m VISITED 9/30/05 S T. v ,d CO Cnz o r- z KING COUNTY #3810 FOUND MON IN CASE AT M I INTERSECTION OF HIGHWAY 575 % AND SE 176TH STREET; CONC. S89'16'32"W(P) W/2" BRASSIE W/"X", 0.5'f DOWN. 179'54'39"(C)(P) _ ANGLE POINT_ _ _ 29 VISITED 12/15/04. (� N:165408.91 O(C)(M)(KC) OF AKERS FARM E-W CENTERLINES NO. 5 SECTION PER PLAT 32 E:1303018.692(C)(M)(KC) N. LINE, LOT 6, BLOCK 2 I ----30.00 ---- ' /N8816'46"W(P) N88'16'21"W(C) 127.12'(C) I o I 7 I I W I I • N 88'16'21 "W �' I 127.14' [-.--10' UTILITY AND o^ PRIVATE STORM • N o I DRAINAGE EASEMENT W � Z U N 00 � I ... .� V) C) a N88' W21 "W a I 127.17' I '-- 'CtEn o I 3 En 0 I 10' PRIVATE STORM DRAINAGE EASEMENT N88'16'21 "W 127.19' I 4 CDI 0 10' PRIVATE STORM DRAINAGE EASEMENT T----------------- ------------- 30 00' — — — — ———— — — — — — — —— I ------ N88'16'46"W(P) N8816'21 "W(C) 127.22'(C) VS. L - -- 3' WATER EASEMENT LINE, LOT 6, BLOCK 2 PER RECORDING I I NUMBER 4513644 30 I GO U FOUND 5/8" REBAR & CAP, MARKED "CRONES 29587", N60'05'24"E, 0.15' FROM CALCULATED POSITION. VISITED 10/04/2005. 1 inch = 20 ft. 0 10 20 30 40 � 1 /4, SW 1 /4, S. 29 T. 23N R. 5E LEGEND: RECORD OF SURVEY MONUMENT (AS NOTED) 20050415900014 185/106 0 FOUND REBAR (AS NOTED) FOUND 5/8" REBAR & CAP, MARKED "CRONES 29587", 0.18' EAST OF LINE. VISITED 10/04/2005. E. LINE, W1 /2 LOT 6, BLOCK 2 EXPIRES: • SET 5/8" REBAR W/CAP MARKED "KRA 29267" (C) CALCULATED (M) MEASURED (P) PLAT OF AKER'S FARMS NO. 5 (KC) KCSC-KING COUNTY SURVEY CONTROL, SURVEY MONUMENT CONTROL DATABASE ' Og STE4�� L!►1'� 9/24/ NELLIS SHORT PLAT 16816 - 104TH AVE. S. RENTON, WA 98055 IDWN. BY CJS I D MARCH 26, 2007 I ATE JO 05-067 CHKD. BY KRA SCALE SHEET 1" = 20' 2 OF 2 F- 0 CL m n d-1 0 in .Ln Z U 0 r o1 a of RECORDING NO. VOL. PA APPROVALS. ` DEPARTMENT OF ASSESSMENTS / GE =,3DEPARTMENT..OF-DEVELOPMENT AND ENVIRONMENTAL SERVICE.. ,w SHORT PLAT M.,L05S0064"=*` , -___-- EXAMINED :AND APPROVED THIS _ DAY OF }�___ EXAMINED AND APPROVED THIS _ DAY OF KING COUNTY, WASHINGTON --- PORTION OF LAND USE SERVICES. DIVISION k ASSESSOR I' EXAMINED AND APPROVED - THIS ____ DAY OF__________ . __ADEPUTY ASSESSOR-------------------------`23N ?R. ' DEDICATION KNOW LU PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST DEVELOPMENT ENGINEER ACCOUNT NUNBER ______________________ IN THE. LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC,: REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND. DO HEREBY DEDICATE'TO THE USE OF THE PUBLIC FOREVER, ALL STREETS. AND AVENUES NOT SHOWN AS PRIVATE FIEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE PROJECT INFORMATION: RIGHT,TO`MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN FSTATE ___ ___�_______) ADDRESS: 16816 104th AVE. S.E. THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND ) SS RENTON, WA 98055 'FURTHER1'EDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON ` j OF _______________) �/,y■■,,�� , THIS SHORT°PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT PARCEL NUMBER: 008700 0 LIMITED TO"PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ~TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR ZONING: -8 (RURAL - 8 LING U + ACRE) 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 SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE ' w IDENTIFIED AND FOR THE PURPOSE STATED. AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE SITE AREA(S): EXISTING: 17,880 SQ. FT. / 0.41 CRIES INSTRUMENT. LOT 1: 4,526 SQ. FT., 0.104 ACRES FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE LOT 2: 4,450 SQ. FT., 0.102 ACRES 6. FOR THEM,�ELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE LOT 2: 4,451 SQ. FT., 0.102 ACRES FROM_1THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS DATED LOT 2: 4,452 SQ. FT., 0.102 ACRES SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, SIGNATURE OF CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT NOTARY PUBLIC _._ LEGAL DESCR SUBDIV6614_76THER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING PRINTED NAME OF COUNTY., NOTARY PUBLIC �THE�WE$T,HALF OF LOT 6 BLOCK 2, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF,r,PLATS, PAGES) 27, RECORDS OF KING COUNTY, WASHINGTON, FURTHER, 'THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREETITLE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS (` / TITLE REPORT: SUCCESSORS'AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF IA MY APPOINTMENT EXPIRES THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED UPON STEWART TITLE COMPANY, SUPPLEMENTAL NO. 1 TO DEFENSE CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN ���� �Q'`�' THE THIRD REPORT, PRLIMINARY COMMITMENT ORDER NUMBER 205118003, DATED AUGUST 15, 2005 AT 8:00 A.M., RECORDS CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR Y L EXAMINED TO OCTOBER 4, 2006. SUB ,SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, b CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED fMERIDIAN: ° THIS ".WAI WjAND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, KING COUNTY SURVEY CONTROL SURVEY MONUMENT CONTROL DATABASE ADJUSTED TO NORTH AMERICAN DATUMITS,SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF �wCcQfd(FeS( 1991 (NAD 83-91), LAMBERT GRID COORDINATES, PRODUCED BY KING COUNTY DEPARTMENT OF TRANSPORTATION SE, ESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS Z w�oKSSUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND Gci-7 �°Y UNIT, DATED MARCH 24, 1997. AGREEMENT,,;TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE J co =;WITH THE�•DESIRES OF SAID OWNERS. BASIS OF BEARINGS: JCS _S� BASED UPON THE MONUMENTED NORTH -SOUTH CENTER OF SECTION 29'PI, T 23 N, R 5 E, W.M.; o Z BEARING: N 01'42'56" E `14 VERTICAL D T1bi: IN WITNESS ,WHEREOF WE SET OUR HANDS AND SEALS. ._ CITYy.OF. REN RTICAL DATUM (NAND 1988) Cr :BENCHMARK: o 'CITY OF RENT CHMARK NO. 1915; TOP OF COPPER PLUG SET IN CONCRETE —FILLED 3" PIPE IN WSDOT CASE AT BACK >''D6R/G C, Me ccfS ) �o4CR.( _,A x u) 0,(XTA G �� z;, OF ON SIDE OF BENSON ROAD. i i 4 y o ELEVATION 380.862'. S.. H ST. _- D FNS0/ � D PTEMe R a oIELD55URVEY: m a STATE OF_______________) Ln S ss S.E. 166TH ST. 29TH ST. REFERENCES COUNTY OF _______________) KING COUNTY ASSESSORS,M,APS OF a SECTION 29, T 23 N R 5; E W.M. can I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT w x. , N PLAT OF AKERS FARMS'NO. 5, VOL. 40.'PG.` 27 o SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE w v p i vi S.E. 31ST ST. AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE % ¢ 11J ,,; FIELD .EQUIPMENT N INSTRUMENT. L . > > GEODIMETER '610, 3'+SECOND DIRECT READING TOTAL STATION Z Lj DATED n (.0 0 FIELD ";PROCEDURES: o SIGNATURE DSIGNATURE OF, w FIELD, TRAVERSE AND'SIDE SHOT MEASUREMENT PROCEDURES EMPLOYED CD NOTARY PUBLIC: PRINTED NAME OF SITE ? SURVEY cMEASUREMENT STANDARDS: o NOTARY PUBLIC FINAL PRECISION RESULTS OBTAINED FROM FIELD TRAVERSE PROCEDURES FOR THIS SURVEY MEET OF EXCEED STANDARDS U o CONTAINED ;ON W.A.C. 332-130-090+ TI TLE NOTES °; ---MY APPOINTMENT EXPIRES �. EPRINCIPKIL OUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL,BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE oOUTH ROADS WITHIN THE RANGE Or,,l �IO� TO_'t_: INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE 1-1 STATE OF__________ _ c� ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16,08. w gg COUNTY OF ____��_________) 2. THE ADJOINING LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE REQUIRED STREET TREES. CL I CERTIFY THAT IKNOW OR HAVE SATISFACTORY EVIDENCE THAT EV�S$EEbEiI(t`�A?!` F MPS : FEE >NOTI& THIYS SHORT PLAT IS SUBJECT TO KING COUNTY CODE NO. 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM MPS SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS �; S.E. 172ND ST. � �. (MPS). AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE S�k1" THE, MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE --------------------- OF ------------------------ ( I , �, 1 ATE IN EFFECT AT THAT TIME. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND �' (� '' PURPOSES MENTIONED IN THE INSTRUMENT. o �� "� BUILDING-PERMITANOTE:, PERMITvAPPLICATIONS FOR BUILDINGS OR OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION OCT I g 2006 , MUST BE REVIEWED BY KING COUNTY FOR COMPLIANCE WITH BEST MANAGEMENT PRACTICES (BMPS) AND OTHER APPLICABLE DATED � lJ�� a d,DR�INAGE�STANDARDS AS SPECIFIED IN THE SWDM AS DETERMINED BY KING COUNTY, THE PERMIT APPLICANT FOR EACH SIGNATURE OF , { � 4 WLOT MUST PREPARE A DRAINAGE SITE PLAN WITH PROCEDURES FOR DESIGN AND MAINTENANCE DETAILS AND RECORD A NOTARY PUBLIC.'` D•D•E•S.DECLARATION, OF COVENANT AND GRANT OF EASEMENT FOR IMPLEMENTATION OF .THE BEST MANAGEMENT PRACTICES. THESELLI PRINTED NAME OF 1 rPLANSJSH�LL CONFORM TO THE RESTRICTION OF APPROVED CONCEPTUAL DRAINAGE PLAN OF A LIMIT OF 2,500 SQUARE Q NOTARY PUBLIC FEEj OF IMPERVIOUS SURFACE, PERFORATED TIGHT LINE FOR DOWNSPOUT RUNOFF AND 440 SQUARE FEET OF PERMEABLE VICINITY MAP PAVEMENT UNLESS OTHER BMPS HAVE BEEN REVIEWED AND APPROVED BY DDES. \ TITLE MY APPOINTMENT EXPIRES SCALE. NT"0 = 0 t 4 > �� NELLIS SHORT PLAT ` RECORDER'S CERTIFICATE ......... ........ LAND SURVEYOR'S CERTIFICATE R KENNETH R . ANDERSON�og wAs 16RENTONIOWA g8VE. S. This Short Plat correctly represents a ,survey made by me or under my 8 filed for record this ........... day of .......... 20....... at ...... M direction in conformance with the requirements of the appropriate AND ASSOCIATES, INC. �V = 055 in book .......... of ........ at page.,....... at the request of State and County Statute and Or in SEPTEMBER, 2005. surveying, Mapping and Land P/arming b a d y 3 Place, 3 ..........•••••••.•....•......••••••••••.... Des Moines (253) 838-1199 -4 . BY D JOB NO Fe 1720 South 41st ce Suite C DWNATE C Federal Wa Washington 9800 4Q0 CJS MARCH 28 2006 05-067 1 STD g� Certificate No. 29267 Tacoma (253) 272-9858 AL L!►1'� CHKD. BY SCALE SHEET ....................................................................... FAX (253) 838-8164 EXPIRES: 9/24/07 Mgr. Supt. of Records E—Mail:' moil0andersonsurveyors.com KRA NTS =, 1 >' OF 2 a RECORDING NO. VOL./PAGE z v tg SHORT�:PLAT, NO.., L05S0064F< KING COUNTY, WASHINGTON r �escrIL�a w� d(•P�er�^ce.o� ( how 314.25'(C)(P) sr-s9- of CPJ •89'59'26'(C FND 04 CONC MON W/ SMALL BRASS PIN 2' DEEP. VISITED 9/30/05 ANGLE POINT FND 4X4 CONC MON W/ SMALL BRASS PIN, 1' DEEP. j VISITED 9/30/05 -,,,RAsr 5 opr f-itrL rN 6 5 - N8816'21 "W 1313.93, C 339.97'(M) 340.001(P) 7-14 ST 20 T29 FOUND SURFACE BRASS 2.5t SOUTH OF CENTERLINE OF JONES PLACE SE; RENTON , �n CONTROL#875, STAMPED "TOWNSEND & ASSOC LS 9634". N VISITED 12/16/04. SCALE: 1 inch = 20 ft. 0 10 20 30 40 50 PORTION OF `ilT 23N 4R I N ` ------------------��_ rn m ur,,rc (,sere '74ese Z 659.71'(C) o G c'fva ((7 vs c� ih I N < S, rr v-C.� 7 m z iV r� FOUND MON IN CASE AT M I INTERSECTION OF HIGHWAY 575 AND SE 176TH STREET; CONC. W/2" BRASSIE W/" X", 0.5'f DOWN. 29 VISITED 12/15/04. 32 FOUND 5/8" REBAR & CAP, MARKED "CRONE$;29587", N60'05'24" E -O 15' FROM CALCULATED' POSITION. VISITED 1'0/04/2005. 8 r REBAR & CAP, "CRONES 29587", T'OF LINE. 0/04/2005. LEGEND: 11 --"---,"MONUMENT "(AS -NOTED)' 0 FOUND"REBAR (AS `NOTED) ' SET 5/8° REBAR `W/CAP_, MARKED 'KRA 29267" FENCE (AS NOTED) R LINE S LINE w w •rt-n LIAR n S f _ NHOLE � 1---&TORM-a@ALN- CATCH BASIN M DRAIN CLEAN OUT VERT MB (C) CALCULATED' (M) MEASURED" (P) PLAT:OF AKER" FARMS NO. 5' R b y 2 Ad S Tag` g LAB 9 /24 /07 EXPIRES: NELLIS SHORT PLAT a 16816 — 104TH ,AVE S RENTON, IWA 98055 DWN. BY DATE JOB NO. CJS OCTOBER 3, 2006 1 05-067 CHKD. BY SCALE SHEET KRA 1 1" = 20' 1 2 [V O I IL N I d Z i 0 Co Co 0 k' N OF 2 DEPARTMENT OF ASSESSMENTS. RECORDING NO. VOL./PAGE SHORT PLAT N0. ` L05S0064 KING COUNTY, WASHINGIFON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ,ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE: WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING BOUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED -THIS DAY OF ----------- 20-- -----------------=_----------------- -------- DIVISION DIRECTOR, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS ---- DAY OF----------, 20-- DEVELOPMENT ENGINEER STATE OF WASHINGTON COUNTY OF EXAM11ED AND APPROVED THIS ASSESSOR DEPU,Y ASSESSOR ACCOUNT NUNBER DAY OF-_-------- 20---- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ____._-- IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT AKE7S_H_ETWA'S-_-AV_TNORIZE) TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF FRONTIER BANK TO E THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: _ — -- P (SIGNATURE) TITLE --- ------- MY APPOINTMENT EXPIRES PORTION OF Sw 1/4 1( /41( �4) S. 29 T. 23N R.:.> H FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE LEGAL DESCRIPTION: TREE RETENTIO PLAN: FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS THE WEST HALF OF LOT 6, BLOCK 2, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PURSUANT TO KCC 16,82, AN APPROVED TREE RETENTION PLAN IS Of FILE WITH THE KING COUNTY DEPARTMENT OF SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF •;PLATS, PAGE(S) 27, RECORDS OF KING COUNTY, WASHINGTON. DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.), RECORDS CENTER, ON SHEET 1 OF 1 OF THE APPROVED ENGINEERING DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN PLANS,NO.:'4209• UNDER ACTIVITY NO. 06 R LOTS 1 THRU 4 WfHIN THIS (SHORT) PLAT EITHER CONTAIN TREES THAT CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION DRAINAGE OR SURFACE OR ~ SUB -SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, SUBJECT TO: MUST, BE RETAINED OR MUST BE PLANTED OR REPLACED PER SAID AIPROVED TREE RETENTION PLAN. ANY PROPOSED a CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED CLEARING, GRADING OR CONSTRUCTION ACTIVITIES THAT WILL OR MAYIMPACT A SIGNIFICANT TREE WITHIN SAID LOTS MUST BE � THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING (KING COUNTY, RESERVATIONS AND EXCEP (IONS, INCLUDING THE TERMS AND CONDITIONS THEREOF: REVIEWED 'AND APPROVED BY KING COUNTY LAND USE SERVICES DIVIHON, OR ITS SUCCESSOR AGENCY, FOR COMPLIANCE WITH 1­1ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF RESERVING: MINERALS SAID TREE`RETENTION PLAN. DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS RESERVED BY: NORTHWEST IMPROVEMENT COMPANY, A DELAWARE CORPORATION N SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND RECORDED: MAY 6, 1944 PRIVATE DRAINAGE EASEMENT COVENANT: N AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE RECORDING NO.: 338 245 THE OWNERS OF PRIVATE PROPERTY WITHIN THIS SHORT PLAT ENCUWERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE ao WITH THE DESIRES OF SAID OWNERS. HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISON OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT o ASEMENT AND THE TERMS AND CONDITIONS THEREOF: N THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS SHORT PURPOSE: SMALL, DITCH FOR WATER MAIN 1 N �h PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE IN WITNESS WHEREOF WE SET OUR HANDS AND EALS. AREA AFFECTED: SOUTh 3 FEET EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE T- _� DISCLOSED BY: INSTIUMENT RECORDED UNDER RECORDING N0. 4513644 FACILITIES CONTAINED THEREIN. _ RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS DELINEATED AND /OR DESCRIBED ON THE PLAT o — _ THE'OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE RECORDED IN VOLUME 40 OF PLATS AT PAGE(S) 27 IN KING COUNTY, WASHINGTON. a MICR E I 1 FRONTIER FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HIREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM V) THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTA SERVICES PRIOR TO FILLING, PIPING, CUTTING OR SELLER'S NOTICE OF ON -SIZE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDITIONS r REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED o THEREOF: DRAINAGE FACILITIE RECORDED MAR(j'H 28, 2002 S (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR KID PR P T N, LLC. Ce 0 M A elf01 (4RECORDING N0. 2002,0328000776 MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. a v TRANSFER OF DEVELOPMEN r RIGHTS -CERTIFICATE NUMBER 124 AND THE TERMS AND CONDIT'�NS THEREOF: THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON TW OWNERS OF SAID PRIVATE PROPERTY, _ STATE OF WASHINGTON CERTIFICATE ISSUED TO: NELLIS PROPERTY LLC THEIR HEIRS, SUCCESSORS AND ASSIGNS. RECORDED: JUNE 14, 2007 COUNTY OF ►yx — RECORDING NUMBER: 20070614001588 TDR NOTE: *!S-PLAT HAS PARTICIPATED IN KING COUNTYS "TRANSFER OF DEVELOPMENT RIGHTS (TDR)" PROGRAM. THE DENSITY FOR THIS ` 1 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT=MICHAEL E. DAVIS EASEMENT, INCLUDING TERMb AND PROVISIONS CONTAINED THEREIN: PLAT -WAS ACHIEVED T}IROUGH THE INCLUSION OF 1 TRANSFER OF DENSITY CREDITS. 0 CL IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE RECORDED: DECEMBER 3, 2007 a SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY ACT �[ RECORDING NO.: 20071203000061 PRIVATE DRAINAgE EASEMENT MAINTENANCE NOTE: FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. dr' IN FAVOR OF: PUGET SOUND ENERGY, INC, THE 10-FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS ,1; 2, 3, AN[ 4' IS FOR THE BENEFIT OF LOTS 1, 2, 3, AND 4; THE Z FOR: GAS AND ELECTRICITY ,,q"_ ERS OF THE LOTS HAVING BENEFIT OF USE SHALL SHARE AND BEEQUALLY RESPONSIBLE FOR THE MAINTENANCE AND i DATE AFFECTS: UNDISCLOSED REPAIR :OF> THE DRAINAGE FACILITIES WITHIN THE EASEMENT. �' 0 n j TITLE a,REPORT: ROAD MPS FEES; o ( A ) THE'ABOVE LEGAL DESCRIP PION AND THIS SURVEY ARE BASED UPON STEWART TITLE COMPANY, SUBDIVISION GUARANTEE ROAD. MPS FEES PER K.C. CODE 14.75 FOR LOTS 1. 2 AND 4 THRQJGH, N A : o COMMITMENT ORDER NUMBEIT 207150639, DATED DECEMBER 24, 2007 AT 12.00 A.M. THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING C01N1Y ROAD MITIGATION PAYMENT SYSTEM (MPS). FOR vc- LOTS 1, 2 AND:4 THROUGH N A THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE TITLE NOTES: sHALL!8E' PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. P vA C� 1� 1 THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE 1 MY APPOINIhENT EXPIRES NORTH "SOUTH ROADS WITHIN THE RANGE OF 16800 T0, 16816 INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ROAD MPS FEES PER K.C. CODE 14.75 FOR LOT, _;s- o ENTRANCE OF EACH RESIDENCE OR BUILDING IN'ACCORDANCE WITH KING COUNTY CODE 16.08, ONE RESIDENTIAL UNIT WAS EXISTING AND OCCUPIED WITHIN THE THREE YEARS PRIOR TO THE APPLICATION FOR DEVELOPMENT OF THIS SUBDIVISION. LOT. 3 IN THIS SHORT PLAT SHALL BE EXEMPP FROM THE PAYMENT OF FEES REQUIRED BY KING 2. THE STREET TREES PUR'WANT TO KCC 21A.16 SHALL BE OWNED BY THE ABUTTING LOT OW1,IERS UNLESS AND UNTIL KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM. SEE KING COUNTY DEPARTMENT OF TRANSPORTATION PUBLIC RULE 6.2.1.4. STATE OF WASHINGTON COUNTY AND ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM.Cx COUNTY OF EASEMENT. PROVIONS: 3 PURSUANT TO KCC 21A.43, SCHOOL IMPACT FEES, IF APPLICABLE, SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT ,AN EASE ENT IS HEREBY RESERVED FOR AND GRANTED TO QWEST, CIMCAST, SOOS CREEK WATER AND SEWER DISTRICT, CITY `n �_' APPLICATION.' CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT I�is'"hAel OF RENTON PUBLIC WORKS DEPARTMENT, AND FOR PUGET SOUND ENffIGY, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, • q %S I THE PERSON WHO APPEARED BEFORE UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJORING THE STREET FRONTAGE OF ALL LOTS AND TRACTS, 4, ALL INDIVIDUAL STUB-041TS SHALL 8E PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. ME, AND SAID PERSO ACKNOWLEDGED THAT((HF)/SHE) SIGNED THIS INSTRUMENT, ONIII, WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINPAN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES OATH STATED THAT I&/SHE) WAS AUTHOR TO EXECUTE THE INSTRUMENT AND WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY 5 THE ROAD AND STORM 9RAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, ACKNOWLEDGED IT AS THE sQt�l�f —!_` OF WITH ELECTRIC, TELEPHONE, TV, AND GAS SERVICE, TOGETHER WITH TIE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR PLAN NO. -P 4209 ON FILE WITH THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIR("NMENTAL SERVICES (DOES). ANY KD PROPERTIES-BENSON.'LLC. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY # ( ) THE PURPOSE HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DOES. POSSIBLE -TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE DATED: BUILDING PERMIT NVTE: UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. Z01-' PERMIT APPLICATIONS FOR OUILDINGS OR OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST BE REVIEWED .BY KING COUNTY FOR COMPLIANCE WITH BEST MANAGEMENT PRACTICES (BMPS)'iiND OTHER APPLICABLE BMP /.;COVENANT SUBDIVISION NOTE: W too ( GNATURE) DRAINAGE STANDARDS AS SPECIFIED IN THE SWDM AS DETERMINED BY KING COUNTY, THE PEI,";)AIT APPUCANT FOR EACH LOT SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST 0 MUST PREPARE A DRAINAGE SITE PLAN WITH PROCEDURES FOR DESIGN AND MAINTENANCE DERAILS AND RECORD A IMPLEMENT ,THE FLOW CONTROL BEST MANAGEMENT PRACTICES (BMPS) STIPULATED IN THE DRAINAGE PLAN DECLARATION OF Q �H-�-- DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR IMPLEMENTATION OF THE BEST MANAGEMENT PRACTICES. THESE COVENANT AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMILIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN n ! TITLE PLANS SHALL CONFORM TO 'tHE RESTRICTION OF APPROVED CONCEPTUAL DRAINAGE PLAN OF A LIMIT OF 2,500 SQUARE FEET Z� C�l�OTHE SMALL`PROJECT DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY F IMPERVIOUS SURFACE, PERFORATED T1GHT LINE FOR DOWNSPOUT RUNOFF AND 440 SQUARE FEET OF PERMEABLE PAVEMENT MY APP01 ENT EXPIRE=S RESIDENTIAL BUILDING PERMIT FOR THE LOT. -I UNLESS OTHER BMPS HAVE BEEN REVIEWED AND APPROVED BY DOES. O f Z J RECORDER'S CERTIFICATE t `: LAND SURVEYOR'S CERTIFICATE K�:�:'NNETH R. ANDERSON ,�� R . NELLIS SHORT PLAT Y direction in conformance w(ph the requirementssuryymode by me or under my AN.I:) ASSOCIATES, INC. �` d' 16816 — 104TH AVE. S. This Short Plat correct) r� resents a survey filed for record this ........... da of..........20.......at......M of the -,appropriate Surveying, Mapping and Land Planning , x RENTON, WA 98055 in book .......... of ........ at page......... at the request: of State and County Statute Ordinanc% 'n DECEMBER. 2007. 1720 ::south 341st Place, Suite C-4 q N Federo; Way, Washington 98003 Des Moines 253 838-1199 DWN. BY DATE JOB NO. Kenneth R. Anderson, P.L.S. ( ) '...... ....... .. ' ;�'Tacoma (253) 272-9858 r �' ST84 � CJS/1OA JANUARY 2, 2008 05-067 Certiflcat No. 29267� FAX (253) 838-8164%�'AI LJ� .................:................................................. mail@andersonsurveyors.com mailC�andersonsurve ors.com CH D. BY SCALE SHEET EXPIRES: 9/24/ Mgr. Supt. of Recorcls KRA NTS 1 OF _ 2 SHORT PLAT NO. -105SC)064 KING COUNTY, WASHINGTON 0� 0 Ui Cq to (no Z_1 179 ­1779-541-39 , I(C)(P) I N8816'46OW(P) 314.25(P) N8816'21-W(C) a314.25'(C) FND 4X4 CONC MON W/. 89*59'26'(C)(P) 8kA§,S'PIN *2' DEEP, VISITED 9/30,/05 RECORDING NO. VOL./PAGE 20 729 KING!COUNTY #3790 FOUND SURFACE BRASS 2.5'± SCALE: I inch= 20 ft. 111111111111t _17 I SOUTH OF CENTERLINE OF JONES 0 10 20 30 40 50 LO PLACE SE; RENTON FND 04 CONC MON -W/ n 1 - APF C_j CO,NTROL#875, STAMPED PORTION OF 00 BRASS PIN 1' "TOWNSEND & ASSOC LS- 9634 04 -1 /41— VISITEb* 9/30/05 lie VISITED 12/16 4. /4, SW�_, S. T. 23N R�, 5E 1 /0 )02(C)(M)(KC) N8816'46-W(p I=ac�---------- N: �-170706.( E' 1- 177.356(C)(M)(K%,) N881 6'21 --------- ,339.97 (M), 340.00'(P) 659.71(C) 04 3' \C 'W W 1313. n nn fPj IwN S, E. 166TH ST. 'aCN19 co I'_11 N� cly KINGL "381 Z KING COUNTY FOUND MON IN CASE AT ,INTERSECTION OF HIGHWAY 575 qP- 176T14 qTPP'FT- CONC 1__-,,ANGLE POINT -SB916'32wW(P) CENTERLINE SECTION PER PLAT , 0 F A K E R S FARM'S NO. 5 30 30.00' 30f 7 N. LINE, LOT 6,,BLOCK 2 N881 6'460W(P), N8816-21"W(C-) "I 27,12'(C) 1 ' 0PRIVATE STORM DRAINA GE FOR THE BENEFIT OF THE OWNERS OF LOTS I 'THROUGH 4 IS HEREBY CONVEYED D UPON THE LO RECORDING OF THIS SHORT PLAT TO n I ' 1 2 THE OWNERS OF LOTS 1 THROUGH 4, BENEFIT FROM ITS USE FOR USAGE AND MAINTENANCE PURPOSES. co N88'1 6'21 "W' 127.14'­ '21 17' N88*1 6'21 "W I­-10' EASEMENT FOR PUBLIC UTILITY 127.19' PURPIDSES AND IS HEREBY CONVEYED TO THE PUBLIC UPON C) C� I RECOf?DING OF THIS SHORT PLAT. U-) 4 - - - - - - - - - - - - N8816'46"W(P) N8816'21*W( '(C) L S. LINE, LOT 6, BLOCK 2 3' WATER EASEMENTPER RECORDING ,NUMBER 4513644 IK'-ENNETH R. ANDKURSON AND ASSOCIATES, INC. Surveying, Mapping and Land Planning 1720 South 341st Place, Suite C-4 Federal Way, Washington 98003 De!3 Moines (253) 838-1199 Tacoma (253) 272-9858 FAX (253) 838-8164 E—Mail: mail@andersonsurveyors.com \#/2"z,BRASSIE W/7", 0.5'± DOWN. 29 VISITED 12/15/04. _N: 165408.91 O(C)(M)(KC) 32 E.: -11303018.692(C)(M)(KC) FOUND 5/8" REBAR >& CAP, MARKED "CRONES 2958 N60'05'24"E, 0.15' FROM CALCULATED POSITION. VISITED 10/04/2005. RECORD OF ,$ V. 9VEY 1I 20050415900014 't185/106 FOUND 5/8" REBAR & CAP, MARKED "CRONES 29587", 0.18' EAST OF LINE. VISITED 10/04/2005. E. LINE, W11/2 LOT 6, BLOCK 2 SIT,�.',,' -AREAS): OVERALL: 17,880± S.F. (0.410± ACRE) LOT 1: 4,,526± S.F. (0.104± ACRE) LOT 2: 4,450± S.F. (0.102± ACRE) LOT 3: 4,451± S.F. (0.102± ACRE) LOT 4: 4,452± S.F. (0.102'1'-ACRE) LEGEND: 0 0 (C) (M) (P) (KC) MONUMaT (AS NOTED) FOUND REBAR (AS NOTED) SET 5/8" REBAR W/CAP MARKED "KRA 29267-, UNLESS OTHERWISE NOTED CALCULATED MEASURE) �f PLAT'OF AKER'S FARMS NO. 5, VOL. 40. PC. 27. KCCS-0G COUNTY CONTROL SURVEY, SURVEY MONUMENT CONTROL DATABASE MERIDIAN: KcCSKING COUNTY CONTROL 3JRVEY, SURVEY MONUMENT CONTROL DATABASE, ADJUSTED TO NbOTOMERICAN DATUM 1983-1991 (NAD 83-91), LAMBERT GRID COORDINATES, PRODUCED BY KING COUNTY DEPARTMENT OF TRANSPORTATION SURVEY UNIT, DATED MARCH 24, 1997. BASIS ­':0F BEARINGS: BASEjq,,UPON THE MONUMENTED NORTH —SOUTH CENTER OF SECTION 29, T 23 N, R 5 E, W.M.; KING COUNTY #3790: N: 1707CE002(C)(M)(KC); E: 1303177.356(C)(M)(KC) KING --,COUNTY '#381O: N:165408910(C)(M)(KC); E:1303018.692(C)(M)(KC) BEARING:'N 01*42'56" E DATE 'OF FIELD SURVEY: SEPTEMBERAO, 2005 REFERENCES: KIN.0'X00NTY ASSESSORS MAPSOF SECTION 29, T. 23 N., R. 5 E., W.M. PLAT OF•AKER'S FARMS NO. 5; VOL. 40. PG. 27. FIELD -EQUIPMENT: QEODIMETER 610, 3 SECOND DIRICT READING TOTAL STATION FIELD PROCEDURES: FIELD'TRAVERSE AND SIDE SHOTMEASUREMENT PROCEDURES EMPLOYED SURVEY'`kMSUREMENT STANDARDS: FINAL,PRECISION RESULTS OBTAIIED FROM FIELD TRAVERSE PROCEDURES FOR THIS SURVEY MEET OF�kEtb`, STANDARDS CONTAIND ON W.A.C. 332-130-090+ I viiiin.`a������������w��ll NELLIS SHORT PLAT 1681. 6 ._104TH -,RENTON, WA 98055 DWN. BY DATE JOB NO. CJS/R9 JANUARY 2, 2008 05-067 CHKD. BY SCALE KRA I" = 21'• Ld 0 2 C14 o1 of z 6i I DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE L 0 `�( SHORT PLAT N0. L05S0064 KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. MICHAEL E. DAVIS KID PROPERTIES-BENSON, LLC COUNTY OF LEHMAN BROTHERS BANK, FSB, A FEDERAL SAVINGS BANK FRONTIER BANK I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT MICHAEL E. DAVIS IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: (SIGNATURE) TI TILE MY APPOINTMENT EXPIRES ��rrh[iI�'PG�9:11►[�C�1►1 COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF KID PROPERTIES-BENSON, LLC TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: _-- (SIGNATURE) TITLE MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ........................................................................ Mgr. Supt. of Records APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS ____ DAY OF ----------- 20--- DIVISION DIRECTOR, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS -__- DAY OF ----------- 20___ DEVELOPMENT ENGINEER STATE OF WASHINGTON COUNTY OF EXAMINED AND APPROVED THIS -_-- DAY OF--_-__-__, 20___- ASSESSOR DEPUTY ASSESSOR ACCOUNT NUNBER I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT —_—_—_—__--_---_ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ___— OF LEHMAN BROTHERS BANK, FSB, A FEDERAL SAVINGS BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: _-- ------_—_-- (SIGNATURE) TI1LE MY APPOINTMENT EXPIRES LEGAL DESCRIPTION: THE WEST HALF OF LOT 6, BLOCK 2, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE(S) 27, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO: RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF: RESERVING: MINERALS RESERVED BY: NORTHWEST IMPROVEMENT COMPANY, A DELAWARE CORPORATION RECORDED: MAY 5, 1944 RECORDING NO.: 3385245 RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS DELINEATED AND/OR DESCRIBED ON THE PLAT RECORDED IN VOLUME 40 OF PLATS AT PAGE(S) 27 IN KING COUNTY, WASHINGTON. SELLER'S NOTICE OF ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDITIONS THEREOF: RECORDED MARCH 28, 2002 RECORDING NO. 20020328000776 WATER SPECIAL CONNECTION CHARGE #104 AND THE TERMS AND CONDITIONS THEREOF: BY: SOOS CREEK WATER AND SEWER DISTRICT RECORDED: MAY 3, 2007 "RECORDING "NUMBER: `20070503001745T" TRANSFER OF DEVELOPMENT RIGHTS - CERTIFICATE NUMBER 124 AND THE TERMS AND CONDITIONS THEREOF: CERTIFICATE ISSUED TO: NELLIS PROPERTY LLC RECORDED: JUNE 14, 2007 RECORDING NUMBER: 20070614001588 TITLE REPORT: THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED UPON STEWART TITLE COMPANY, SUBDIVISION GUARANTEE COMMITMENT ORDER NUMBER 207150639, DATED JUNE 19, 2007 AT 12:00 A.M. NOTES: 1. THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE OF 16800 TO 16816. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. 2. THE STREET TREES PURSUANT TO KCC 21A.16 SHALL BE OWNED BY THE ABUTTING LOT OWNERS UNLESS AND UNTIL KING COUNTY AND ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM. 3. PURSUANT TO KCC 21A.43, SCHOOL IMPACT FEES, IF APPLICABLE, SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION. 4. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. 5. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. P#4209 ON FILE WITH THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DDES. BUILDING PERMIT NOTE: PERMIT APPLICATIONS FOR BUILDINGS OR OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST BE REVIEWED BY KING COUNTY FOR COMPLIANCE WITH BEST MANAGEMENT PRACTICES (BMPS) AND OTHER APPLICABLE DRAINAGE STANDARDS AS SPECIFIED IN THE SWDM AS DETERMINED BY KING COUNTY, THE PERMIT APPLICANT FOR EACH LOT MUST PREPARE A DRAINAGE SITE PLAN WITH PROCEDURES FOR DESIGN AND MAINTENANCE DETAILS AND RECORD A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR IMPLEMENTATION OF THE BEST MANAGEMENT PRACTICES. THESE PLANS SHALL CONFORM TO THE RESTRICTION OF APPROVED CONCEPTUAL DRAINAGE PLAN OF A LIMIT OF 2,500 SQUARE FEET OF IMPERVIOUS SURFACE, PERFORATED TIGHT LINE FOR DOWNSPOUT RUNOFF AND 440 SQUARE FEET OF PERMEABLE PAVEMENT UNLESS OTHER BMPS HAVE BEEN REVIEWED AND APPROVED BY ODES. TREE RETENTION PLAN: PURSUANT TO KCC 16.82, AN APPROVED TREE RETENTION PLAN IS ON FILE WITH THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.), RECORDS CENTER, ON SHEET 1 OF 1 OF THE APPROVED ENGINEERING PLANS NO. 4209, UNDER ACTIVITY NO. L06SR055. LOTS 1 THRU 4 WITHIN THIS (SHORT) PLAT EITHER CONTAIN TREES THAT MUST BE RETAINED OR MUST BE PLANTED OR REPLACED PER SAID APPROVED TREE RETENTION PLAN. ANY PROPOSED CLEARING, GRADING OR CONSTRUCTION ACTIVITIES THAT WILL OR MAY IMPACT A SIGNIFICANT TREE WITHIN SAID LOTS MUST BE REVIEWED AND APPROVED BY KING COUNTY LAND USE SERVICES DIVISION, OR ITS SUCCESSOR AGENCY, FOR COMPLIANCE WITH SAID TREE RETEN11ON PLAN. LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and County Statute and Ordinance in SEPTEMBER, 2007. ..................................... Certificate No. 29267 PORTION OF NE 1 /4, SW 1 /4, S. 29 T. 23N R. 5E STATE OF WASHINGTON COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF FRONTIER BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: (SIGNATURE) TITLE MY APPOINTMENT EXPIRES PRIVATE DRAINAGE EASEMENT COVENANT: THE OWNERS OF PRIVATE PROPERTY WITHIN THIS SHORT 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 SHORT 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. TDR NOTE: THIS PLAT HAS PARTICIPATED IN KING COUNTY S "TRANSFER OF DEVELOPMENT RIGHTS (TOR)" PROGRAM. THE DENSITY FOR THIS PLAT WAS ACHIEVED THROUGH THE INCLUSION OF 1 TRANSFER OF DENSITY CREDITS. PRIVATE .DRAINAGE EASEMENT MAINTENANCE NOTE: THE 10 TOOf PRIVATE DRAINAGE EASEMENT -WITHIN LOTS 1, 2,,- , ANOr4 iS FOR THE BENEFIT OF -LOTS 1, 2, 3, AND 4; THE OWNERS OF THE LOTS HAVING BENEFIT OF USE SHALL SHARE AND BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE DRAINAGE FACILITIES WITHIN THE EASEMENT. ROAD MPS FEES: ROAD MPS FEES PER K.C. CODE 14.75 FOR LOTS 1. 2 AND 4 THROUGH N A THIS 'SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). FOR LOTS 1. 2 AND -4 THROUGH N A THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME, ROAD MPS FEES PER K.C. CODE 14.75 FOR LOT 3 ONE RESIDENTIAL UNIT WAS EXISTING AND OCCUPIED WITHIN THE THREE YEARS PRIOR TO THE APPLICATION FOR DEVELOPMENT OF THIS SUBDIVISION. LOT 3 IN THIS SHORT PLAT SHALL BE EXEMPT FROM THE PAYMENT OF FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM. SEE KING COUNTY DEPARTMENT OF TRANSPORTATION PUBLIC RULE 6.2.1.4. EASEMENT PROVISIONS: AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO QWEST, COMCAST, SOOS CREEK WATER AND SEWER DISTRICT, CITY OF RENTON PUBLIC WORKS DEPARTMENT, AND FOR PUGET SOUND ENERGY, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, TV, AND GAS SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE 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 THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. BMP / COVENANT SUBDIVISION NOTE: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES (BMPS) STIPULATED IN THE DRAINAGE PLAN DECLARATION OF COVENANT AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMPLIANCE WITH THIS STIPULA11ON MUST BE ADDRESSED IN THE SMALL PROJECT DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. KENNETH R. ANDERSON AND ASSOCIATES, INC. Surveying, Mapping and Land Planning 1720 South 341st Place, Suite C-4 Federal Way, Washington 98003 Des Moines (253) 838-1199 Tacoma (253) 272-9858 FAX (253) 838-8164 < E—Mail: mail@andersonsurveyors.com A/40:�� R og 19 �V 00 3T84��� LAZ'� 9/24/ EXPIRES: NELLIS SHORT PLAT 16816 — 104TH AVE. S. RENTON, WA 98055 DWN. BY DATE JOB NO. CJS SEPTEMBER 14, 2007 05-067 CHKD. BY SCALE KRA NTS Ld CD Q J O > SHEET 1 OF 2 , O a M a r- M g 0 0 C" I'd z i U O OSHORT PLAT N0. L05S0064 KING COUNTY, WASHINGTON a �w to N z / 179'54'39"(C)(P) co FND 04 CONC MON W/ SMALL BRASS PIN, 1' DEEP. VISITED 9/30/05 N8816'46"W(P) 314.25'(P) N88'16'46"W(p) N88'16'21 "W 1313.9�\c N88'16'21 "W339.97'(M) 340.00'(P 314.25'(C) FND 4X4 CONC MON W/ 89'59'26"(C)(P) SMALL BRASS PIN 2' DEEP. S. E. 1 6 6 TH VISITED 9/30/05 �- ANGLE POINT S8916'32"W(P) E-W CENTERLINE SECTION PER PLAT OF AKER'S FARM'S NO. 5 ------------- 30.00' wI.. VI ^ U v co 0 W" U ` v 3 /\j v N I a v o v ^ v^` C N v co to a r o N ® I 1I �/ 30.00----- I I I 30, I N. LINE, LOT 6, BLOCK 2 RECORDING NO. VOL./PAGE 20 29 KING COUNTY #3790 FOUND SURFACE BRASS 2.5't SCALE: 1 inch = 20 ft. C-) I SOUTH OF CENTERLINE OF JONES o 10 20 30 40 50 M PLACE SE; RENTON C,; CONTROL#875, STAMPED PORTION OF N Y "TOWNSEND & ASSOC LS 9634". VISITED 12/16/04. NE 1 /4, SW 1 /4, S. 29 T. 23N R. 5E N: 170706.002(C)(M)(KC) w E: 1303177.356(C)(M)(KC) --------------- •Cn LO IwN cca !O m T �N v z KING COUNTY #3810 FOUND MON IN CASE AT M I INTERSECTION OF HIGHWAY 575 AND SE 176TH STREET; CONC. W/2" BRASSIE W/"X", 0.5't DOWN. 29 VISITED 12/15/04. N:165408.91 O(C)(M)(KC) 32 E:1303018.692(C)(M)(KC) N8816'46"W(P) N8816'21 "W(C) 127.12'(C) I o 7 I I I N88'16'21 "W 127.14' I-...._10' UTILITY AND PRIVATE STORM o I DRAINAGE EASEMENT -� rro I Z I o O i I I � m � r N88'16 21 W 127.17' I I v W o Cq r7 I 3 I o I 10' I PRIVATE STORM raj O z DRAINAGE EASEMENT N88'16'21 "W 127.19' I 4 D I 0 I 10' PRIVATE STORM I o DRAINAGE EASEMENT — — — _. — — — — — — — — — — — — — — — — — — — N88'16'46"W(P) N8816'21"W(C) 127.22'(C) — 4 3' WATER EASEMENT S. LINE, LOT 6, BLOCK 2 PER RECORDING NUMBER 4513644 KENNETH R. ANDERSON AND ASSOCIATES, INC. I Surveying, Mapping and Land Planning 1720 South 341st Place, Suite C-4 Federal Way, Washington 98003 Des Moines (253) 838-1199 Tacoma (253) 272-9858 FAX (253) 838-8164 E—Mail: mail@andersonsurveyors.com FOUND 5/8" REBAR & CAP, MARKED "CRONES 29587", N60'05'24"E, 0.15' FROM CALCULATED POSITION. VISITED 10/04/2005. RECORD OF SURVEY 20050415900014 185/106 FOUND 5/8" REBAR & CAP, MARKED "CRONES 29587", 0.18' EAST OF LINE. VISITED 10/04/2005. E. LINE, W1/2 LOT 6, BLOCK 2 SITE AREA(S): OVERALL: 17,880t S.F. (0.410t ACRES) LOT 1: 4,526t S.F. (0.104t ACRES) LOT 2: 4,450t S.F. (0.102f ACRES) LOT 3: 4,451f S.F. (0.102f ACRES) LOT 4: 4,452f S.F. (0.102t ACRES) LEGEND: (C) (M) (P) (KC) MONUMENT (AS NOTED) FOUND REBAR (AS NOTED) SET 5/8" REBAR W/CAP MARKED "KRA 29267", UNLESS OTHERWISE NOTED CALCULATED MEASURED PLAT OF AKER'S FARMS NO. 5, VOL. 40. PG. 27. KCCS-KING COUNTY CONTROL SURVEY, SURVEY MONUMENT CONTROL DATABASE MERIDIAN: KCCS-KING COUNTY CONTROL SURVEY, SURVEY MONUMENT CONTROL DATABASE, ADJUSTED TO NORTH AMERICAN DATUM 1983-1991 (NAD 83-91), LAMBERT GRID COORDINATES, PRODUCED BY KING COUNTY DEPARTMENT OF TRANSPORTATION SURVEY UNIT, DATED MARCH 24, 1997. BASIS OF BEARINGS: BASED UPON THE MONUMENTED NORTH -SOUTH CENTER OF SECTION 29, T 23 N, R 5 E, W.M.; KING COUNTY #3790: N: 170706.002(C)(M)(KC); E: 1303177.356(C)(M)(KC) KING COUNTY #3810: N:165408.910(C)(M)(KC); E:1303018.692(C)(M)(KC) BEARING: N 01'42'56" E DATE OF FIELD SURVEY: SEPTEMBER 30, 2005 KING COUNTY ASSESSORS MAPS OF SECTION 29, T. 23 N., R. 5 E., W.M. PLAT OF AKER'S FARMS NO. 5; VOL. 40. PG. 27. FIELD EQUIPMENT: GEODIMETER 610, 3 SECOND DIRECT READING TOTAL STATION FIELD PROCEDURES: FIELD TRAVERSE AND SIDE SHOT MEASUREMENT PROCEDURES EMPLOYED SURVEY MEASUREMENT STANDARDS: FINAL PRECISION RESULTS OBTAINED FROM FIELD TRAVERSE PROCEDURES FOR THIS SURVEY MEET OF EXCEED STANDARDS CONTAINED ON W.A.C. 332-130-090+ DWN. BY CJS CHKD. BY KRA NELLIS SHORT PLAT 16816 - 104TH AVE. S. RENTON, WA 98055 DATE JOB NO. SEPTEMBER 14, 2007 05-067 SCALE SHEET 1"=20' 2 Ld c� Q J 0 OF 2 F- 0 a '2 LO 0 z rnI 0 0 z U 0 DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE UAir SHORT PLAT N0. L05S0064 KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EAS M NTSOR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE. PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS - SUCCESSORS AND ASSIGNS WHICH. MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUB-SUIRFAC.E WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION, PROVIDED THIS WAIVER .AND INDEMNIFICATION SHALL :NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES; INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. I MICHAEL E. DAMS KD PROPERTIES-BENSON, LLD - - STATE OF WASHINGTON L� iF2 LEHMAN BROTHERS BANK, FSB, A FEDERAL SAVINGS BANK FRONTIER BANK " _- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT MICHAEL E. DAVIS IS THE PERSON .WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: (SIGNATURE) TITLE MYAPPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF 1 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE - OF KD PROPERTIES-BENSON. LLC TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: (SIGNATURE) TITLE MY APPOINTMENT EXPIRES APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL 'SERVICES EXAMINED AND APPROVED THIS -,. DAY OFF ^ ..- DIVISION DIRECTOR, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS DAY OF— . 20 DEVELOPMENT ENGINEER STATE OF WASHINGTON COUNTY OF_ - EXAMINED AND APPROVED THIS DAY 0F,__._,^_-.-,.._, 20- ASSESSOR DEPUTY ASSESSOR ACCOUNT NUNBER I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE)' WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED 1T AS THE OF LEHMAN BROTHERS ANK, FSB, A FEDERAL SAVINGS BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DAIEU; (SIGNATURE) TITLE MY APPOINTMENT EXPIRES LEGAL ._DESCRIPTION:. THE WEST HALF OF LOT 6, BLOCK 2, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE(S) 27, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT.:TO: RESERVATIONS AND EXCEPTIONS; INCLUDING THE TERMS AND CONDITIONS THEREOF: RESERVING: MINERALS RESERVED BY: NORTHWEST IMPROVEMENT COMPANY, A DELAWARE CORPORATION RECORDED: MAY 5, 1944 RECORDING NO.; 3385245 RESTRICTIONS; CONDITIONS, DEDICATIONS; NOTES, EASEMENTS AND PROVISIONS .DELINEATED AND/OR DESCRIBED ON THE PLAT RECORDED IN VOLUME 40 OF PLATS AT PAGE(S) 21 IN KING COUNTY, WASHINGTON. SELLER'S NOTICE OF ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDITIONS THEREOF: RECORDED MARCH 28, 2002 RECORDING NO. 20020328000776 WATER SPECIAL CONNECTION CHARGE #104 AND THE TERMS AND CONDITIONS THEREOF: BY. SOOS CREEK WATER AND SEWER DISTRICT RECORDED: MAY 3, 2OG7 RECORDING" NUMBER: 2007050300174-5 TRANSFER OF DEVELOPMENT RIGHTS - CERTIFICATE NUMBER 124 AND THE TERMS AND CONDITIONS THEREOF: CERTIFICATE ISSUED TO: NE US PROPERTY LLC RECORDED: JUNE 14, 2007 RECORDING NUMBER: 20070614001588 TITLE REPORT: THE .ABOVE LEGAL DESCRIPTION AND' THIS SURVEY ARE BASED UPON STEWART TITLE COMPANY, W801VISION GUARANTEE COMMITMENT ORDER NUMBER 207150639, DATED JUNE 19, 2007 AT 12:00 AM. NOTES: 1. THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS. ADDRESSES .SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE OF--19� 0 TO :1681 :,INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING- COUNTY CODE 16.08. 2 THE; STREET TREES PURSUANT TO KCC 21A.16 SHALL BE OWNED BY THE ABUTTING- LOT OWNERS UNLESS AND UNTIL KING COUNTY AND ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM. 3, PURSUANT TO KCC 21A.43, SCHOOL IMPACT FEES, 1F APPLICABLE, SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION. 4♦ ALL,:INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. 5. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. P#4209 ON FILE WITH THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES). AN DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DDES. BUILDING PERMIT NOTE: PERMIT APPLICATIONS FOR BUILDINGS OR OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST BE REVIEWED BY KING COUNTY FOR COMPLIANCE 4HTH BEST MANAGEMENT PRACTICES (BMPS) AND OTHER APPLICABLE DRAINAGE STANDARDS AS SPECIFIED IN THE SWUM AS DETERMINED BY KING COUNTY, THE PERMIT APPLICANT FOR EACH :LOT MUST PREPARE A DRAINAGE SITE PLAN WITH PROCEDURES FOR DESIGN AND MAINTENANCE DETAILS AND RECORD A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR:IMPLEMENTATION OF THE BEST MANAGEMENT PRACTICES. THESE PLANS SHALL CONFORM TO THE RESTRICTION .OF APPROVED CONCEPTUAL DRAINAGE PLAN OF A LIMIT OF 2,500 SQUARE FEET OF IMPERVIOUS SURFACE, PERFORATED TIGHT LINE FOR DOWNSPOUT RUNOFF AND 440 SQUARE FEET OF PERMEABLE PAVEMENT UNLESS OTHER BMPS HAVE BEEN REVIEWED AND APPROVED BY DDES, TREE RETENTION.. PLAN:. PURSUANT TO KCC 16.82, AN APPROVED TREE RETENTION PLAN IS ON FILE WITH THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.}, RECORDS CENTER, ON .SHEET 1 OF t OF THE APPROVED ENGINEERING PLANS NO.'42Q9. UNDER ACTIVITY ''NO., L06SR055. LOTS 1 THRU4 WITHIN THIS. (SHORT) PLAT EITHER CONTAIN TREES THAT MUST BE RETAINED OR MUST BE PLANTED OR REPLACED PER SAID APPROVED TREE RETENTION PLAN. ANY PROPOSED CLEARING, GRADING OR CONSTRUCTION ACTIVITIES THAT WILL OR MAY IMPACT A SIGNIFICANT TREE WITHIN SAID LOTS MUST BE REVIEWED AND APPROVED BY KING COUNTY LAND USE SERVICES DIVISION, OR ITS SUCCESSOR AGENCY, FOR COMPLIANCE WITH SAID TREE RETENTION PLAN. PORTION OF NE 1/4, 5W 1/4, S. 29 T. 23N R. 5E STATE OF WASHINGTON COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE). SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF FRONTIER BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. c x DATED: (SIGNATURE) TITLE MY APPOINTMENT EXPIRES PRIVATE. DRAINAGE.EASEMENT COVENANT:- THE OWNERS OF PRIVATE PROPERTY WITHIN THIS SHORT 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 SHORT 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.. I TDR NOTE: THIS PLAT HAS PARTICIPATED IN KING COUNTYS "TRANSFER OF DEVELOPMENT RIGHTS (TDR)" PROGRAM. THE DENSITY FOR THIS PLAT WAS ACHIEVED THROUGH THE INCLUSION OF 1 TRANSFER OF DENSITY CREDITS. PRIVATE DRAINAGE . EASEMENT MAINTENANCE NOTE: THE Q FOOT _PRIVATEyDRAINAGE EASEMENT WITHIN LOTS 1, 2, 3, AND 4 IS FOR THE BENEFIT OF LOTS 1, 2, 3, AND 4; THE OWNERS OF THE LOTS HAVING BENEFIT OF USE SHALL SHARE AND BE—E RESPONSIBLE -FOR THE -MAINTENANCE AND REPAIR OF THE DRAINAGE FACILITIES WITHIN THE EASEMENT. ROAD MPS FEES: ROAD MPS FEES PER K.G. CODE 14.15 FOR LOTS 1, 2 AND 4 THROUGH N A t THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). FOR LOTS. .1. 2 AND 4. THROUGH .N A.. THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. ROAD MPS FEES PER K.C. CODE 14.75 FOR LOT 3 ONE RESIDENTIAL UNIT WAS EXISTING AND OCCUPIED WITHIN THE THREE YEARS PRIOR TO THE APPLICATION FOR DEVELOPMENT OF THIS SUBDIVISION. LOT 3 1N THIS SHORT PLAT SHALL BE EXEMPT FROM THE PAYMENT OF FEES REQUIRED BY KING COUNTY CODE 14:75, MITIGATION PAYMENT SYSTEM. SEE KING COUNTY DEPARTMENT OF TRANSPORTATION PUBLIC RULE 6.2.1.4. EASEMENT PROVISIONS. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO QWEST, COMCAST, SOOS CREEK WATER AND SEWER DISTRICT, CITY OF RENTON PUBLIC,WORKS DEPARTMENT, AND FOR PUGET SOUND ENERGY, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS,. UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING. THE STREET FRONTAGE OF ALL LOTS AND TRACTS, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES NTH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY NTH ELECTRIC, TELEPHONE, TV, AND GAS SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE 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 THE 1RANSMISSION OF ELECTRIC CURRENT, Y TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. BMP / COVENANT SUBDIVISION. NOTE SINGLE FAMILY R SI EN ES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES (BMPS) STIPULATED IN THE DRAINAGE PLAN DECLARATION OF COVENANT AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE SMALL PROJECT DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. a RECORDER'S CERTIFICATE ...................... LAND SURVEYOR'S CERTIFICATE R NELLIS SHORT PLAT � — This Short Plot correctly represents a survey made by me or under rrvy KENNETH R. ANDERSON o +� 16816 104TH AVE. S. filed for record this ............ day of ............ 20....... at ...... M direction in conformance with the requirements of the appropriate A.NI3 ASSOCIATES, INC. ��' � RENTON, WA 98055 in book .......... of ........ at page ....... ...at the .request of State and County Statute and Ordinance in SEPTEMBER, 2007. Survvy/ng, MappFng and Land Planning 1720 South 341st Place, Suite C-4 O OWN. BY DATE JOB N0. ................... ......................................... I ................ ...... Y• - 3 - Federal Way,, Washington 9800 Des Moilhes (253) 838 1199 l ST84�� CJS SEPTEMBER 14 2007 05 067 Certificate No. 2926? Tacoma (253) 272-9858 LA CHID. BY SCALE SHEET .... ...... FAX (253) 838-x<8164 EXPIRES: 9/24/ ......... ............... ............................ .... Mgr. Suet. of Records E-6Tai1: ma110andersonsurveyors.com KRA NTS 1 OF 2 r-1 SHORT PLAT NO. L05SOO64- KING COUNTY, WASHINGTON to N8816'46'W(p) 31, L N806"2n.0) 314.25'(C-) FND 4X4 CONC MON,,W/----' 89-59-26 (C)(P) SMALL BRASS PIN 2.--DEEP. VtS!TED'0/30/05 FND 04 CONIC MON W/ SMALL BRASS PIN, 1' DEEP. VISITED 9/30/05 N8816"464 w(P) N.8816'21 *W 1313 93' 1 339.97'(m), 340.00-(p) S.E. 166TH ANGLE POINT' S8916*3eW(P) �E-W­ CENTERLINE SECTION PER PLAT OF AKER'S FARM'S NO. 5 30, I -------------- 30.00, w V) e w c > 0. % 30.00' -------------- LINE, LOT 6, BLOCK 2 I }._110' UTILITY AND PRIVATE STORM C1 I DRAINAGE EASEMENT C� N8M6'2fW(0)127-W,(C). Im 91 N88*16'21"W 1,27.14' §:W21"W 127.17' ------------- 659.7f(C) 1.9 N881'. 21"W 127.1 9' -------------- -------- 6'46*V<P) -N88'16'21*xC_) 127.22(q) S. LINE, LOT 6, BLOCK 2 3' WATER EASEMENTPER RECORDING NUMBER 4513644 KENNETH R. ANDEPSON AND ASSOCIATES, INC. Surveying, MappIng and Land Planning 1.720 South 341st Place, Suite C-4 Federal Way, Washington 98003 Des Moines (253) 838-1199 Tacoma (253) 272-9858 FAX (253) 838-8164 E—Mail: mail*.andersonsurveyors.com T. RECORDING N . 0. VOL./PAGE 20 29 KING COUNTY Q790 27 FOUND SURFACE iBRASS 2.5'± SCALE: I inch 90 ft SOUTH OF CENTERLINE OF JONES 0 10 20 30 40 50 PLACE SE; RENTON CONTROL#875i STAMPED PORTION OF ^ "TOWNSEND & ASSOC LS 9634".. Ad I. 6 VISITED 12/1/04-. NE 1/41 �Ie ­ _ _SW 1/4, S. 29 T. 23N R. 5E N: 17006.002(C)(M)(KC) E: 1303177.356(C)(M)(KC) "o Cn w< co KING COUNTY... L381.0 FOUND MON IN. CASE AT INTERSECTION OF HIGHWAY 575 AND SE 176TH STREET, CONC, W/2' BRASSIE W/Y, 0.5'± DOWN. 29 VISITED 12/15/04. N:16540 ".10(C)(M)(KC) 32 E: 1303018.692(C)(M)(KG) FOUND 5/8" REBAR & CAP, MARKED "CRONES 29587", N60405'24"E, 0,15 FROM CALCULATED POSITION. VISITED 10/04/2005. RECORD OF SURVEY 20050415900014 18.5/1-06. . __ , , --- FOUND 5/8" -REBAR & CAP, MARKED -CRONES 29581", 0.18' EAST OF LINE. VISITED 10/04/2005. E. LINE, W1/2 LOT 6, BLOCK 2 LEGEND: -0- MONUMENT (AS NOTED) -0 FOUND REBAR (AS NOTED) 0 SET 5/8.PL REBAR W/CAP MARKED "KRA 29267*, UNLESS OTHERWISE NOTED (C) CALCULATED (M) MEASURED (P) PLAT OF AKER'S FARMS NO. 5, VOL. 40. PG. 27. (KC) KCCS-KING COUNTY CONTROL SURVEY, SURVEY MONUMENT CONTROL DATABASE MERIDIAN: KCCS41NO COUNTY CONTROL SURVEY, SURVEY MONUMENT CONTROL DATABASE, A0,105TOD TO NORTH AMERICAN DATUM 1983-1991 (NAD LAMBERT GRID COORDINATES, PRODUCED BY KING COUNTY DEPARTMENT OF TRANSPORTATION SURVEY UNIT, DATED MARCH 24, 1997: BASIS OF BEARINGS: BASEDUPON THE MONUMNTED NORTH —SOUTH CENTER OF SECTION 29, T 23 N. R. 5 E, W.M.; KING COUNTY #3790: N; 170706,002(C)(M)(KC); E. 1303177.3.56(d)(M)(KC) KING COUNTY #3810: N-165408.910(C)(M)(KC); E-1303018.692(C)(M)(KC) BEARING. N 01*42'$64 E DATE OF ;FIELD SURVEY: SEPTEMBER 30, 2005 REFERENCES: KING COUNTY ASSESSORS MAPS OF SECTION 29, T. 23 N., R. 5 E., W.M. PLAT OF AKER'S FARMS NO. 5. VOL 40. PC, 27. FIELD.- EQUIPMENT: GEODIMET-ER'610, 3 SECOND DIRECT READING TOTAL STATION I FIELD PROCEDURES: FIELD TRAVERSE AND SIDE SHOT MEASUREMENT PROCEDURES EMPLOYED SURVEY MEASUREMENT STANDARDS: DARDS: FINAL PRECISION RESULTS OBTAINED FROM FIELD TRAVERSE PROCEDURES FOR THIS SURVEY MEET OF EXCEED �TANDARDS CONTAINED ON W.A.C, 332=130-090+ LLJ OVERALL 17�800:1: S.F. (0.410:E ACRES) LOT 1: 4,526* S.F. (0.104+ ACRES) LOT 2: 4,450± S.F. (0.,102± ACRES) NELLIS SHORT PLAT LOT 3: 4,451± S.F. (0.102± ACRES) LOT 4: k452:t S.F. (0.102i ACRES). 16816 - 104TH AVE. S. RENTON, WA 98055 OWN. BY DATE JOB NO. cis I SEPTEMBER 14, 2007 1 05-067 CHKD. BY SCALE SHEET KRA 1 20' 2 OF 2 —2 N_ i 179054' SHORT PLAT N0. L05S0064 KING COUNTY, WASHINGTON r FND 4X4 CONC MON W/ SMALL BRASS PIN, 1' DEEP. VISITED 9/30/05 N8816'46"W(P) 314.25(P) N88'16'46"W(p) N8816'21 "W 1313.93' C N881621 "W(C) 339.97'(M) 340.00'(P) 314.25'(C) FND 4X4 CONC MON W/ 89'59'26"(C)(P) SMALL BRASS PIN 2' DEEP. S.E. 1 6 6 TH VISITED 9/30/05 RECORDING NO. VOL./PAGE 20 729\�,KING COUNTY #3790 FOUND SURFACE BRASS 2.5'f SCALE: 1 inch = 20 ft. SOUTH OF CENTERLINE OF JONES o 10 20 30 40 50 M PLACE SE; RENTON C; CONTROL#875, STAMPED PORTION OF N Y "TOWNSEND & ASSOC LS 9634". VISITED 12/16/04. _NE 1 /4, SW 1 /4, S. 29 T. 23N R. 5E "N I M z N: 170706.002(C)(M)(KC) W E: 1303177.356(C)(M)(KC) ------------------ • m ,.659.71 (C) N o LO IWN cca S T co ^ N � :i CN z KING COUNTY #3810 T. FOUND MON IN CASE AT M I INTERSECTION OF HIGHWAY 575 AND SE 176TH STREET, CONC. S8916'32"W(P) W/2" BRASSIE W/"X", 0.5f DOWN. ANGLE POINT_ _ _ _ _ — 29 VISITED 12/15/04. E-W CENTERLINE SECTION PER PLAT N:165408.910(C)(M)(KC) 32 E:1303018.692(C)(M)(KC) OF AKER S FARM S NO. 5 i0 I I I ------------- 30.00' • I W- ^ v u 1 0 cc -y 0 • N WU v 3 v N^ ^ N c(D ^ o fN 0 r— I i 30 I N. LINE, LOT 6, BLOCK 2 N8816'46'W(P) N8816'21 "W(C) 127.12'(C) f I LO a 7 y I I N8816'21 "W 127.14' I..._.10' UTILITY AND PRIVATE STORM 0o I DRAINAGE EASEMENT ^• ZI o0 I I I � I N88'16 21 W 127.17' I I W o o n I 3 I 0 i I 10' I PRIVATE STORM_ ._I raj Z DRAINAGE EASEMENT N88'16'21 "W 127.19' I 4 o I 10' PRIVATE STORM I o DRAINAGE EASEMENT I— — — — — — — — — — — — — — — — — — — J — — — — — — — — — — — — — — — — — — — — — VN8816'46"W(P) N8816'21 "W(C) 127.22'(C) 3' WATER EASEMENT S. LINE, LOT 6, BLOCK 2 PER RECORDING NUMBER 4513644 AND ASSOCIATES, INC. Surveying, Mapping and Land Planning 1720 South 341st Place, Suite C-4 Federal Way, Washington 98003 Des Moines (253) 838-1199 Tacoma (253) 272-9858 FAX (253) 838-8164 E—Mail: moil@andersonsurveyors.com FOUND 5/8" REBAR & CAP, MARKED "CRONES 29587", N60'05'24"E, 0.15' FROM CALCULATED POSITION. VISITED 10/04/2005. RECORD OF SURVEY 20050415900014 185/106 FOUND 5/8" REBAR & CAP, MARKED "CRONES 29587", 0.18' EAST OF LINE. VISITED 10/04/2005. E. LINE, W1 /2 LOT 6, BLOCK 2 SITE AREA(S): OVERALL: 17,880t S.F. (0.410t ACRES) LOT 1: 4,526t S.F. (0.104t ACRES) LOT 2: 4,450t S.F. (0.102t ACRES) LOT 3: 4,451f S.F. (0.102t ACRES) LOT 4: 4,452f S.F. (0.102t ACRES) LEGEND: -Q� MONUMENT (AS NOTED) 0 FOUND REBAR (AS NOTED) • SET 5/8" REBAR W/CAP MARKED "KRA 29267", UNLESS OTHERWISE NOTED (C) CALCULATED (M) MEASURED (P) PLAT OF AKER'S FARMS NO. 5, VOL. 40. PG. 27. (KC) KCCS-KING COUNTY CONTROL SURVEY, SURVEY MONUMENT CONTROL DATABASE EXPIRES: MERIDIAN: KCCS-KING COUNTY CONTROL SURVEY, SURVEY MONUMENT CONTROL DATABASE, ADJUSTED TO NORTH AMERICAN DATUM 1983-1991 (NAD 83-91), LAMBERT GRID COORDINATES, PRODUCED BY KING COUNTY DEPARTMENT OF TRANSPORTATION SURVEY UNIT, DATED MARCH 24, 1997. BASIS OF BEARINGS: BASED UPON THE MONUMENTED NORTH -SOUTH CENTER OF SECTION 29, T 23 N, R 5 E, W.M. KING COUNTY #3790: N: 170706.002(C)(M)(KC); E: 1303177.356(C)(M)(KC) KING COUNTY #3810: N:165408.910(C)(M)(KC); E:1303018.692(C)(M)(KC) BEARING: N 01.42'56" E DATE OF FIELD SURVEY: SEPTEMBER 30, 2005 REFERENCES: KING COUNTY ASSESSORS MAPS OF SECTION 29, T. 23 N., R. 5 E., W.M. PLAT OF AKER'S FARMS NO. 5; VOL. 40. PG. 27. FIELD EQUIPMENT: GEODIMETER 610, 3 SECOND DIRECT READING TOTAL STATION FIELD PROCEDURES: FIELD TRAVERSE AND SIDE SHOT MEASUREMENT PROCEDURES EMPLOYED SURVEY MEASUREMENT STANDARDS: FINAL PRECISION RESULTS OBTAINED FROM FIELD TRAVERSE PROCEDURES FOR THIS SURVEY MEET OF EXCEED STANDARDS CONTAINED ON W.A.C. 332-130-090+ NELLIS SHORT PLAT 16816 - 104TH AVE. S. RENTON, WA 98055 ATE I DWN. BY CJS I D SEPTEMBER 14, 2007 I JO 05-067 CHKD. BY KRA SCALE SHEET 1"=20' 2 Ld c� J 0 OF 2 (61 a V) 0I 0 L DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE OSHORT PLAT N0. L05S0064 KING COUNTY, WASHINGTON DEDICATION APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS ---- DAY OF ----------- 20-__ DIVISION DIRECTOR, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS ____ DAY OF ----------- 20___ KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST DEVELOPMENT ENGINEER IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY AND DO HEREBY EXAMINED AND APPROVED THIS I[.�9�[►�Y�I:T DEPUTY ASSESSOR ACCOUNT NUNBER DEDICATE TO THE USE OF THE PUBLIC FOREVER, ALL STREETS AND AVENUES NOT SHOWN AS STATE OF WASHINGTON PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE COUNTY OF 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 I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ____�__�_�_��—_ IS THE PERSON FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ____ OF LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR LEHMAN BROTHERS BANK, FSB, A FEDERAL SAVINGS BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR AND PURPOSES MENTIONED IN THE INSTRUMENT. CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. LEGAL DESCRIPTION: DATED: (SIGNATURE) TITLE MY APPOINTMENT EXPIRES FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE THE WEST HALF OF LOT 6, BLOCK 2, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS PLATS, PAGE(S) 27, RECORDS OF KING COUNTY, WASHINGTON. SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN SUBJECT TO: CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF: CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED RESERVING: MINERALS THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, RESERVED BY: NORTHWEST IMPROVEMENT COMPANY, A DELAWARE CORPORATION ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF RECORDED: 5 1944 MAY MAY 5, DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS , SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND RECORDING NO.: 5 AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS DELINEATED AND/OR DESCRIBED ON THE PLAT I IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. MICHAEL E. DAVIS LEHMAN BROTHERS BANK, FSB, A FEDERAL SAVINGS BANK KID PROPERTIES-BENSON, LLC FRONTIER BANK. STATE OF WASHINGTON COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT MICHAEL E. DAVIS IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: (SIGNATURE) 1I TLE MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _ OF KD PROPERTIES-BENSON, LLC TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. 1111:03 (SIGNATURE) 11TLE MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ................................. ....................................... Mgr. Supt. of Records RECORDED IN VOLUME 40 OF PLATS AT PAGE(S) 27 IN KING COUNTY, WASHINGTON. SELLER'S NOTICE OF ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDITIONS THEREOF: RECORDED MARCH 28, 2002 RECORDING NO. 20020328000776 WATER SPECIAL CONNECTION CHARGE #104 AND THE TERMS AND CONDITIONS THEREOF: BY: SOOS CREEK WATER AND SEWER DISTRICT RECORDED: MAY 3, 2007 -RECORDING` NUMBER:-°20070503001745 fi - '_ £-' x- TRANSFER OF DEVELOPMENT RIGHTS - CERTIFICATE NUMBER 124 AND THE TERMS AND CONDITIONS THEREOF: CERTIFICATE ISSUED TO: NELLIS PROPERTY LLC RECORDED: JUNE 14, 2007 RECORDING NUMBER: 20070614001588 TITLE REPORT: THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED UPON STEWART TITLE COMPANY, SUBDIVISION GUARANTEE COMMITMENT ORDER NUMBER 207150639, DATED JUNE 19, 2007 AT 12:00 A.M. NOTES: 1. THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE OF 16800 TO 16816. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. 2. THE STREET TREES PURSUANT TO KCC 21A.16 SHALL BE OWNED BY THE ABUTTING LOT OWNERS UNLESS AND UNTIL KING COUNTY AND ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM. 3. PURSUANT TO KCC 21A.43, SCHOOL IMPACT FEES, IF APPLICABLE, SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION. 4. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. 5. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. P#4209 ON FILE WITH THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES). AN DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DDES. BUILDING PERMIT NOTE: PERMIT APPLICATIONS FOR BUILDINGS OR OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST BE REVIEWED BY KING COUNTY FOR COMPLIANCE WITH BEST MANAGEMENT PRACTICES (BMPS) AND OTHER APPLICABLE DRAINAGE STANDARDS AS SPECIFIED IN THE SWDM AS DETERMINED BY KING COUNTY, THE PERMIT APPLICANT FOR EACH LOT MUST PREPARE A DRAINAGE SITE PLAN WITH PROCEDURES FOR DESIGN AND MAINTENANCE DETAILS AND RECORD A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR IMPLEMENTATION OF THE BEST MANAGEMENT PRACTICES. THESE PLANS SHALL CONFORM TO THE RESTRICTION OF APPROVED CONCEPTUAL DRAINAGE PLAN OF A LIMIT OF 2,500 SQUARE FEET OF IMPERVIOUS SURFACE, PERFORATED TIGHT LINE FOR DOWNSPOUT RUNOFF AND 440 SQUARE FEET OF PERMEABLE PAVEMENT UNLESS OTHER BMPS HAVE BEEN REVIEWED AND APPROVED BY DDES. �- TREE RETENTION PLAN: ��2>f- Y PURSUANT TO KCC 16.82, AN APPROVED TREE RETENTION LAN IS ON FILE WITH THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S. CENTER, ON SHEET 1 OF 1 OF THE APPROVED ENGINEERING PLANS NO. 4209. UNDER ACTIVITY NO. L06SR055. LO S 1 THRU 4 THIN THIS (SHORT) PLAT EITHER CONTAIN TREES THAT MUST BE RETAINED OR MUST BE PLANTED OR REPLAC D APPROVED TREE RETENTION PLAN. ANY PROPOSED CLEARING, GRADING OR CONSTRUCTION ACTIVITIES THAT WILL OR MAY IMPACT A SIGNIFICANT TREE WITHIN SAID LOTS MUST BE REVIEWED AND APPROVED BY KING COUNTY LAND USE SERVICES DIVISION, OR ITS SUCCESSOR AGENCY, FOR COMPLIANCE WITH SAID TREE RETENTION PLAN. DAY OF_--------- 20---- PORTION OF NE 1 /4, SW 1 /4, S. 29 T. 23N R. 5E STATE OF WASHINGTON COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF FRONTIER BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: (SIGNATURE) TITLE MY APPOINTMENT EXPIRES PRIVATE DRAINAGE EASEMENT COVENANT: THE OWNERS OF PRIVATE PROPERTY WITHIN THIS SHORT 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 SHORT 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. TDR NOTE: 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 1 TRANSFER OF DENSITY CREDITS. PRIVATE DRAINAGE EASEMENT MAINTENANCE NOTE: THE 10-FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 1, 2, 3, AND 4 IS FOR THE BENEFIT OF LOTS 1, 2, 3, AND 4; THE OWNERS OF THE LOTS HAVING BENEFIT OF USE SHALL SHARE AND BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE DRAINAGE FACILITIES WITHIN THE EASEMENT. ROAD MPS FEES: ROAD MPS FEES PER K.C. CODE 14.75 FOR LOTS 1. 2 AND 4 THROUGH N A THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). FOR LOTS 1. 2 AND 4 THROUGH N A THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. ROAD MPS FEES PER K.C. CODE 14.75 FOR LOT 3 ONE RESIDENTIAL UNIT WAS EXISTING AND OCCUPIED WITHIN THE THREE YEARS PRIOR TO THE APPLICATION FOR DEVELOPMENT OF THIS SUBDIVISION. LOT 3 IN THIS SHORT PLAT SHALL BE EXEMPT FROM THE PAYMENT OF FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM. SEE KING COUNTY DEPARTMENT OF TRANSPORTATION PUBLIC RULE 6.2.1.4. EASEMENT PROVISIONS: AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO QWEST, COMCAST, SOOS CREEK WATER AND SEWER DISTRICT, CITY OF RENTON PUBLIC WORKS DEPARTMENT, AND FOR PUGET SOUND ENERGY, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, TV, AND GAS SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE 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 THE TRANSMISSION OF ELECTRIC CURRENT, Y TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. BMP / COVENANT SUBDIVISION NOTE: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES (BMPS) STIPULATED IN THE DRAINAGE PLAN DECLARATION OF COVENANT AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE SMALL PROJECT DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. C"ALL BUILDING PERMITS ON LOTS OF THIS SHO LA SHALL COMPLY WITH THE APPROVED SMALL PROJECTS SITE PLAN ON FILE WITH DDES (SHORT PLAT FINAL REVIEW 11 Y NO. L06FRO55 . APPLICATIONS THAT DO NOT COMPLY MAY BE SUBJECT TO FULL DRAINAGE REVIEW." LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my KENNETH R. ANDERSON direction in conformance with the requirements of the appropriate AND ASSOCIATES, INC. State and County Statute and Ordinance in SEPTEMBER, 2007. surveying, Mapping and Land Planning 1720 South 341st Place, Suite C-4 Federal Way, Washington 98003 „ Des Moines (253) 838-1199 Certificate No. 29267 Tacoma (253) 272-9858 FAX (253) 838-8164 ` E—Mail: mail@andersonsurveyors.com EXPIRES: F �+ 3TV LAZ'� 9/24/ DWN. BY CJS CHKD. BY KRA NELLIS SHORT PLAT 16816 — 104TH AVE. S. RENTON, WA 98055 DATE JOB NO. 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MONUMENT (AS NOTED) FOUND REBAR (AS NOTED) SET 5/8" REBAR W/CAP' "KRA MARKED 29267" TEMPORARY BENCHMARK FENCE (AS NOTED) ---SS— SANITARY SEWER LINE ------- D=` �--��� STORM DRAIN LINE W- WATER LINE S SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN swo STORM DRAIN CLEAN OUT STORM DRAIN CULVERT MB MAIL BOX (C) CALCULATED 0 (M) MEASURED (R) PLAT OF AKEWS FARMS NO. -xx° CONIFEROUS TREE (AS NOTED) F axx DECIDUOUS TREE (AS NOTED) F l N,E, 1/4, S.W. 1/4, SECTION 29, TWP,, 23 N„ RGE* 5 E., W.M. o r, v D 04 CONC MON W/eSMALL BRASS PIPS 2 DEEP. VISIIED / 0/0 ANGLE PONT IL k ULVr-M I Phil, f F / i .f/ C) " Lq Lij IE=355.2®' ' ed7 f3 TBM—P�NAIL DON L. TATRO SITE 00 Eby 357.23 JERRY G, & HOUSE CHNA L TDr.3E 12"CUL.VERT MAR 1 10 IEm354.53IV ICE T--� 12"CULVERT lie IE=353.02 S.E4 172ND ST. — DRAM BY. CHECKED BY. A SCALF, CATS. 1 2® 1215/ 06 JOB E �, VICINITY MAP 05-067: APPROVALS: j DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL. /PAGE SRT PLAT DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVIGE�, HONO. I EXAMINED AND APPROVED THIS DAY OF ----------- 19_1 EXAMINED AND APPROVED THIS ---- DAY OF ----------- 19_____ KING COUNTY, WASHINGTON PORTION OF --------------- -------------- -------------------------------------- MANAGER, LAND USE _i6��"C_E_S­D_1`VIS_10_N ----- ASSESSOR EXAMINED AND APPROVED THIS ---- DAY OF ----------- 19--_ ----------- -------- -------------------- DEDICATION DEPUTY ASSESSOR SE 1/4 of SW 1/4, S. 9 T. 23N R�. 4E KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) DEVELOPMENT ENGINEER ACCOUNT NUNBER ---------------------- OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOR- EVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DE- DICATE 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 RES& 16816 104th AVE. S.E.rAODWAETER 610, 3 K-ECOND DIRECT READING TOTAL STATION D THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVE- RENTON, WA 98055 NUES. AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, PARCEL NU148E'R: 008700 0116 07 FIELD 'rPAVIRSE AID SIDE SHOT MEASUREMENT PROCEDURES EMPLOYED UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFIC- ZC3iiIgG. R-B-SO s. ALLY INDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HERE- FINAL PRECISION RESULTS OBTAINED FROM FIELD TRAVERSE PROCEDURES FOR THIS SURVEY i T;_' AREA; 17, S-'880 BY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR SO. FT. / 0.410 ACRES eIEET ',S EXCEED STANDARDS CONTAINED ON W.A.C. 332-130-090 ENTITY INDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUB- DIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON THE - ST HALF OF LOT 6, BLOCK 2, AKERS FARMS NO. 5, ACCORDING TO THE PLAT THEREOF OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR RECORDED IN VOLUME 40 OF PLATS, PAGE(S) 27, RECORDS OF KING COUNTY, WASHINGTON. 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 SHORT SUBDIVISION OTHER THE ABOVE LEGAL DESCMPTIM4 AND THIS SURVEY ARE BASED UPON STEWART TITLE COMPANY, BATED THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KNG COUNTY, AUCUST 15, 2,005, FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUB- DIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY yj AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY KGS-C-KINT GULLINTY SURIAY CONTROL, SURVEY MONUMENT CONTROL DATABASE, ADJUSTED TONORTH DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR AMERICAN DATUM 1983-1991 (NAD 83-91), LAMBERT GRID COORDINATES. PRODUCED BY KING COUNTY WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUB -SURFACE DEPARTMENY OF TRANSPORTAPON SURVEY UNIT, DATED MARCH 24, 1997. WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CONST- RUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. EMAMIL-0 PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS BASED UPON THE MONIUMENTED NORTH -SOUTH CENTER OF SECTION 29, T 23 N. R 5 E. W.M'; RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR N 0'1'42'56" E 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 CITY OF RENTON 'VERTICAL DATUM (NAVID 1988) HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. a Er iq C H —H-Aly, CITY OF RENTON BENCPP.IARK, NO, 1915; TOP OF COPPER PLUG SET IN CONCRETE- FILLED 3' PIPE IN IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. 7P00T CASE AT BACK OF CURB ON WEST SIDE OF BENSON ROAD. ELFVATION � 3&862', 2 S.E.27TH ST. FOOT ti,DATE OL-EL&W W&VIL: E Olk %PrrN18r_?R 30, ?005 STATE OF-4�� ----------------- U) I R1. Ev F E 9 KING COUINTY AS13ESSORS MAPS OF SS S.E. 1 66TH ST, 9TH ST. SECTION 29, T.23 N, R. 5 E,, W.M. COUNTY OF --------------- 2 I CERTIFY THAT I KNOW OR HAVE SATiSFACTIORY EVIDENCE THAT - SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO SE (HIS/HER) FREE S.E. 31ST I. AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE Li INSTRUMENT. > C) L'i DATED co C) 2 SIGNATURE OF f1i > NOTARY PUBLIC _r PRINTED NAME OF SITE ;r NOTARY PUBLIC co TI TLE MY APPOINTMENT EXPIRES ------------- STATE OF ---- SS 'n COUNTY OF --------------- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS S.E. 172ND ST. AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE -------- OF ---------------------------- T(Y BE -THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF LIJ NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC a - VICINITY � AP TITLE MY APPOINTMENT EXPIRES SCALE: NTH 0 > RECORDER'S CERTIFICATE .............. LAND SURVEYOR'S CERTIFICATE NELL IS SHORT PLAT 16816 104TH AVE. S. This Short Plot correctly represents a survey mode by me KENNETH R. ANDERSON filed for record this .... ...... day of .......... 20 ....... at ...... M or under my direction in conformance with the requirements AN-ED, AS,90CIATES, INC� RENTON, WA 98055 1-i 'Lite and Ordinanc,-_ Survoying, Pdapping and Land PlannIng of the, appropriate State and County Stai in book .......... of ........ at page ......... at the request of I V in !2E(,' 2004. P_ E �MB E R� 1720 South 341st Place, Suite C-4 D'tAjN BY DATE JOB NO. ........... ...................... I .......... ....... I ................ Federal Way, Washington 98003 Des Moines (253) 838-1199 INT im G OCT. 28, 2005 05-067 ............................................ Tacorno (253) 272-9858 L CHK0. BY SCALE SHEET ...... ...... ...... ...... ...... ....... ......... Certificate No. 29267 FAX (253) 838-8164 EXPIRES: 9/24/07 Mgr. Supt. of Records E-Mail: moil ndersonsurveyors.com KRA NTS 1 OF 2 t 2005 K.C. D-D-E.& NJ AI ' ii 4C SHORT PLAT N0. KING COUNTY, WASHINGTON ( `. ,30.00 i 're ttl L r ss L �1 t t I 1 30.00 Cad Gr" 1 t ssG� r� a� t FND 4 4 CONC MON SMALL BRASS _R PI DEEP VISITED "0;t 5 27.12' VOO N t CEO Lo LI 1$$ ° 6'21 "(/(/ 22 7 �127 22 1, >5A � i �6 b 380 21 W 12 p) 22' 1 ER EAEMENT';. RECCR { ING ER 45t 644 16816 a AVE. S. REN'_«_ ®ATE OCT. 28, 2005 SCALE 1 " ® 20' JOB NO. 05-067 SHEET 2 OF 2 N,E, r' r SoW, TWP. RGE. 1/4, 1/4, 29, " a 6p—oSED ACTION j in, a �+ a R MONUMENT (AS NOTED) FOUND REBAR (AS NOTED) SET /8" REBAR W/CAP MARKED "KRA 29267" TEMPORARY BENCHMARK 4 —,-.. FENCE (AS NOTED) SANITARY SEWER LINE D ... w...m..- STORM DRAIN LINE -.,, rx; a. WATER LINE SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN STORM DRAIN CLEAN OUT STORM DRAIN CULVERT MAIL BOX (c) CALCULATED (M) MEASURED (P) PLAT OF AKER°S FARMS NO. S 3 = 8 CONIFEROUS TREE (AS RIOTED) II ° s DECIDUOUS TREE (AS NOTED) TREES TO BE SAVED TREES TO BE REMOVED ANG POINT BRASS .r VISITED r 0 BRASS • o• S PIN . I N DEEP. " �. i� VISITED b '0 7 SANITARYr MANHOLE s i r ROY L. LA SM Oda L. TAT O BRASSIE VISITED 0v ANTHONY A & PATRICIA JUAREZ g 7 n0 e11 .ITTLE ° LD �0- a 0 ` ®_ - o _A mr J` .RY G, HOUR r e�� 11 **w ,.w . .. M SUBJECT f _poi 2 -2C Rc— 1 be- Nquikca. SCALE IN FEET 20 10 0 20 40 SCALE : 1 9C Oda ADDRESS; 16816 104th A'!& S,r R dTON, WA 9 5-55 1 "CULVERT 9 1 IE=3 3,02 CALL 48 HOURS FFORE YOU DIG 1-800-424-5555 mulm I z� Tj �3 g zco 45'Au nl cq z x CL z 3 a Ld cn I � hi 73 I cn z 4 3 DRA"M BY- CHECKED BY - is RA 1 DAM* 1 05-067 gON .DITION.SO.FAPPROVAL PROPOSED SHORT PLAT (FILE NO. L05SO064), REVISED JUNE 9TH, 2006 AS DESCRIBED BY ATTACHMENT 1 OF THIS REPORT IS GRANTED PRELIMINARY APPROVAL; SUBJECT TO THE FOLLOWING CONDITIONS OF FINAL APPROVAL: 1. KCC TITLE 19A - COMPLIANCE WITH FINAL SHORT SUBDIVISION REQUIREMENTS: A. COMPLIANCE WITH ALL OF THE LAND SEGREGATION PROVISIONS OF KING COUNTY CODE (KCC) TITLE 19A. B. THE FINAL SHORT SUBDIVISION RECORDING DOCUMENTS MUST\BE PREPARED BY A PROFESSIONAL LAND SURVEYOR, LICENSED IN THE STATE OF WASHINGTON. THESE, DOCUMENTS SHALL COMPLY WITH THE CONDITIONS OF APPROVAL LISTED IN THIS LETTER. I C. THE FINAL REVIEW PROCESS MUST BE COMPLETED PRIOR TO THE RECORDING OF THE SHORT SUBDIVISION OR THE SALE OF ANY LOTS CONTAINED WITHIN. THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES) STRONGLY RECOMMENDS THAT THE FINAL SHORT PLAN REVIEW PACKAGE BE SUBMITTED TO THE DEPARTMENT AT LEAST ONE YEAR PRIOR TO THE EXPIRATION DATE OF THE PRELIMINARY APPROVAL LETTER. D. ALL PERSONS HAVING AN OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINAL SHORT SUBDIVISION. E. ALL UTILITIES WITHIN PROPOSED RIGHTS -OF -WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL SHORT PLAT Ri1CORDING. 2. ACCESS REQUIREMENTS (KCC14) 1993 KING COUNTY ROADS STANDARDS (KCRS): ROADWAY IMPROVEMENTS ARE REQUIRED TO ADDRESS ACCESS REC�UIREMENTS AND IMPACTS TO EXISTING ROADS AND RIGHT-OF-WAY. ALL CONSTRUCTION AND UPGRADING;OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE WITH THE 1993 KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO, 11187, AS AMENDED (KCRS). THE PROPOSED SHORT SUBDIVISION SHALL COMPLY WITH THE KCRS INCLUDING THE FOLLOWING REQUIREMENTS, UNLESS OTHERWISE APPROVED BY DDES: A. THE EXTENT OF IMPROVEMENTS (CONDITIONED BELOW) REQUIRES THE SUBMITTAL OF ENGINEERING PLAN AND PROFILES AND APPROPRIATE REVIEW FEES. PLANS SHALL_BE PREPARED AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASH I NOTON, AND SHALL CONTAIN THE APPLICABLE ELEMENTS OUTLINED IN KCRS AND/OR THE 2005 SURFACE WATER DESIGN MANUEI _ (SEE SECTION 2.2.2). THE APPLICANT SHOULD SUBMIT THE PLANS A MINIMUM OF SIX (6) MONTHS PRIOR TO THE PRELIMINARY APPROVAL EXPIRATION DATE. B. FRONTAGE IMPROVEMENTS SHALL BE REQUIRED ALONG THE ENTIRE LENGTH OF THE FRONTAGE OF 108TH AVENUE SE FOR AN URBAN SUBCOLLECTOR HALF STREET PER KCRS 2.03. THE EXISTING DITCH SHALL BE PIPED TO THE SOUTH EDGE OF THE SHORT PLAT. C. THE ROADWAY SHALL BE WIDENED TO A MINIMUM OF 20 FEET:,, PER KCRS (2.03) FOR THE r� STREET CONSTRUCTION OF AN URBAN SUBCOLLECTOR ROADWAY. THE ROADWAY MAY BE WIDENED ON THE WEST SIDE OF THE EXISTING PAVED AREA IF THE APPLICANT OBTAINS THE REQUIRED CITY OF RENTON PERMITS TO INSTALL ADDITIONAL ROADWAY WITHIN ITS JURISDICTION AND DEDICATED AS RIGHT OF WAY OR A PUBLIC ACCESS EASEMENT IS ESTABLISHED OR THE ENTIRE 20 FEET OF PAVEMENT SHALL BE REQUIRED IN THE EXISTING RIGHT -OF- WAY. THIS MAY REQUIRE DEDlckrm OF ADDITIONAL RIGHT OF WAY TO INCLUDE ALL THE PAVED ROADWAY AND SIDEWALK. THE PROPOS)ED CURB LINE SHALL BE ALIGNED WITH EXISTING CURB ABOUT 200 NORTH OF THE SHORT PLAT LOT., 3. SURFACE WATER MANAGEMENT AND CONTROL (TITLE 9 KCC) ® 200-5 KING COUNTY SURFACE WATER DESIGN MANUAL (SWDM): SMALL PROJECT BMPS SMALL PROJECT DRAINAGE REVIEW/BEST MANAGEMENT PRACTiCES_`.',,4"APS) (SWDM SECTION 1.1.2.1) IS REQUIRED FOR THE NEW IMPERVIOUS SURFACE (FRONTAGE IMPRCV��,*,,VIIENTS, DRIVEWAYS AND NEW HOUSES) CREATED WITH THIS PROJECT. THE REVIEW SHALL BE INCLUDED WITH THE FINAL PLATTING SUBMITTAL (TITLE 19A). ALTERNATIVELY, THE LOT IMPROVEMENTS MAY BE SUBMITTAL AND REVIEWED SEPARATELY AT THE BUILDING PERMIT STAGE. A. TO IMPLEMENT THE REQUIRED BEST MANAGEMENT PRACTICES ' FOR TREATMENT OF STORM WATER, THE FINAL PLANS AND TECHNICAL INFORMATION REPORT (Ti-_" SHALL CLEARLY DEMONSTRATE COMPLIANCE WITH ALL APPLICABLE DESIGN STANDARDS. AS DESCRIBED IN GFIAPTER 5 OF THE DRAINAGE MANUAL, A SUBDIVISION PROJECT MAY IMPLEMENT THE REQUIRED BMPS OP, DEFER THE LOT OOP REQUIREMENTS UNTIL FUTURE REVIEW OF BUILDING PERMITS. IN EITHER CASE, THE FINAL PLANS SHALL CLEARLY INDICATE THE APPLICABLE BMP-STANDARDSAND REQUIREMENTS FOR IMPLEMENTATION ON THE RECORDED PLAT. B. IF THE BMPS ARE REVIEWED WITH THE SITE PLAN AND FINAL PLAT MAP THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT. "ALL BUILDING PERMITS ON LOTS OF THIS SHORT PLAT SHALL COMPLY WITH THE APPROVED SMALL PROJECTS SITE PLAN ON FILE WITH DDES (SHORT PLAT FINAL REVIEW ACTIVITY XXXXXX). APPLICATIONS THAT DO NOT COMPLY MAY BE SUBJECT TO FULL DRAINAGE REVIEW." C. IF THE SUBDIVISION APPLICANT CHOOSES TO DEFER IMPLEMENTATION OF LOT BMPS TO THE BUILDING PERMIT PROCESS, THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT: "PERMIT APPLICATIONS FOR BUILDINGS OR OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST BE REVIEWED BY KING COUNTY FOR COMPLIANCE WITH BEST MANAGEMENT PRACTICES (BMPS) AND OTHER APPLICABLE DRAINAGE STANDARDS AS SPECIFIED IN THE SWDM AS DETERMINED BY KING COUNTY, THE PERMIT APPLICANT FOR EACH LOT MUST PREPARE A DRAINAGE SITE PLAN WITH PROCEDURES FOR DESIGN AND MAINTENANCE DETAILS AND RECORD A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR IMPLEMENTATION OF THE BEST MANAGEMENT PRACTICES. THESE PLANS SHALL CONFORM TO THE RESTRICTION OF APPROVED CONCEPTUAL DRAINAGE PLAN OF A LIMIT OF 2,500 SQUARE FEET OF IMPERVIOUS SURFACE, PERFORATED TIGHT LINE FOR DOWNSPOUT RUNOFF AND 440 SQUARE FEET OF PERMEABLE PAVEMENT UNLESS OTHER BMPS HAVE BEEN REVIEWED AND APPROVED BY DDES" 4. SITE IMPROVEMENT INSPECTIONS, FEES AND FINANCIAL GUARANTEES (TITLE 19 & 27 KCC): APPROVED ENGINEERING PLANS, INSPECTION FEE AND APPLICABLE FINANCIAL GUARANTEES ARE REQUIRED PRIOR TO EITHER STARTING CONSTRUCTION OR RECORDING THIS SHORT PLAT. AT THE TIME OF ENGINEERING PLAN APPROVAL, YOU WILL BE NOTIFIED OF THE FEE AMOUNT THAT WILL BE REQUIRED TO INSPECT CONSTRUCTION AND THE AMOUNT SHALL BE DEPOSITED WITH DDES f"IND OF THE FINANCIAL GUARANTEE AMOUNT(S) REQUIRED PRIOR TO SCHEDULING OF THE PRE-CONSTRUCFION MEETING. PLEASE NOTE THAT THE PRE -CONSTRUCTION MEETING IS MANDATORY PRIOR TO THE START OF ANY WORK (INCLUDING SITE CLEARING) OR THE RECORDING OF THE SHORT PLAT. 5. HEALTH (KCC 13): THIS PROJECT IS EXEMPT FORM FURTHER KING COUNTY HEALTH DEPARTMENT REVIEW. HOWEVER, IF IMPROVEMENTS ARE REQUIRED FROM THE SEWER AND/OR THE WATER DISTRICT, THEN VERIFICATION SHALL BE REQUIRED FROM SAID DISTRICT(S) THAT THE IMPROVEMENTS HAVE BEEN BONDED AND/OR INSTALLED, PRIOR TO FINAL RECORDING OF THE SHORT PLAT. .CTI 6. BUILDING AND CONSTRUCTION STANDARDS (TITLE 16): THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF KCC 16.82. 7. FIRE CODE (KCC 17) SECTION 902 OF THE 1997 EDITION OF UNIFORM FIRE CODE: M _0 THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR THE o ADEQUACY OF THE FIRE HYDRANT, WATER MAIN AND FIRE FLOW STANDARDS OF CHAPTER 17.08 OF THE KING COUNTY CODE. S. ZONING CODE (KCC 21A): N A. DENSITY AND DIMENSIONS (KCC 21A.12) ALL LOTS SHALL MEET THE DENSITY AND DIMENSIONS REQUIREMENTS OF THE R-8 So ZONE CLASSIFICATION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY SHORT SUBDIVISION, WHICHEVER IS LARGER. MINOR REVISIONS TO THE SHORT SUBDIVISION, WHICH DO NOT 0 RESULT IN SUBSTANTIAL CHANGES AND/OR DO NOT CREATE ADDITIONAL LOTS, MAY BE APPROVED AT 0 THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. BASED ON THE DENSITY CALCULATION WORKSHEET SUBMITTED BY THE APPLICANT, THE NUMBER OF DWELLING UNITS o ALLOWED IS 3. THE APPLICANT PROPOSES TO ACHIEVE THE INCREASE IN DENSITY (1 ADDITIONAL LOT) THROUGH THE TRANSFER OF DEVELOPMENT CREDIT (TDC) PROGRAM ESTABLISHED BY KING COUNTY- CODE 0 \,107(offe)\ 020 R: \Projects 'N(:-,Ilis)\,-jvvg\siiee,L,s\NE- L101.dwg -- Scole: 40 CONDITIONS OF APPROVAL (CONTINUE 21A.55. THE APPLICANT SHALL PROVIDE VERIFICATION OF THE TDC PRIOR TO ENGINEERING PLAN APPROVAL. IF A TDC CERTIFICATE CANNOT BE OBTAINED, THE SHORT PLAT SHALL BE RECONFIGURED. B. STREET TREES (KCC 21A.16) - STREET TREES SHALL BE PROVIDED AS FOLLOWS (PER KCRS 5.03 AND KCC A.16.050 1. TREES SHALL BE PLANTED AT A RATA OF ONE TREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. SPACING MAY BE MODIFIED TO ACCOMMODATE SIGI-IT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS. 2. TREES SHALL BE LOCATED WITHIN THE STREET RIGHT-OF-VIAY AND PLANTED IN ACCORDANCE WITH DRAWING NO. 5-009 OF THE 1993 KING COUNTY RCAD STANDARDS UNLESS KING COUNTY DEPARTMENT OF TRANSPORTATION DETERMINES THAN TREES SHOULD NOT BE LOCATED IN THE STREET RIGHT-OF-WAY. 3. IF KING COUNTY DETERMINES THAT THE REQUIRED STREET 1"REES) SHOULD NOT BE LOCATED WITHIN THE RIGHT-OF-WAY, THEY SHALL BE LOCATED NO MORE THAN 20 FEt7- FROM THE STREET RIGHT-OF-WAY LINE. 4. 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. 5. THE SPECIES OF TREES SHALL BE APPROVED BY DDES IF LOCATE-D WITHIN THE RIGHT-OF-WAY, AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, ANY FRUIT -BEARING TREES, OR ANY OTHER TREE OR SHRUB WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE WITH OVERHEAD UTILITY LINJSS. 6. THE APPLICANT SHALL SUBMIT A STREET TREE PLAN AND BOND QUANTITY SHEET FOR REVIEW AND APPROVAL BY DOES PRIOR TO ENGINEERIt TPLAN APPROVAL. 7. THE APPLICANT SHALL CONTACT METRO SERVICE PLANNING AT 684-1622 TO DETERMINE IF 104TFI AVENUE SE IS ON A BUS ROUTE. IF IT IS, THE STREET TREE PLAN SHALL ALSO BE REVIEWED BY METRO. B. THE STREET TREES MUST BE INSTALLED AND INSPECTED, OR A PERFORMANCE BOND POSTED PRIOR TO RECORDING OF THE PLAT. IF A PERFORMANCE BOND POSTED, THE STREET TREES MUST BE INSTALLED AND INSPECTED WITHIN WO YEAR OF RECORDING OF THE PLAT. AT THE TIME OF INSPECTION, IF THE REES ARE FOUND TO BE INSTALLED PER THE APPROVED PLAN, A MAINTENANCE OND MUST BE SUBMITTED OR THE PERFORMANCE BOND REPLACED WITH A INTENANCE BOND, AND FIELD FOR TWO YEARS. AFTER TWO YEARS, THE AINTE'NANCE BOND MAY BE RELEASED AFTER DDES HAS COMPLETED A ECOND INSP�I__CTION AND DETERMINED THAT THE TREES HAVE BEEN KEPT EALTHY AND THRIVING. 9. ROAD MITIGATION PAYMENT SYSTEM - KCC 14.75: THE APPLICANT OR SUBSEQUENT SHALL COMPLY WITH ROAD MITIGATION PAYMENT SYSTEM (MPS), KING COUNTY CODE 14.75, BY PAYING THE REQUIRED MPS FEE AND ADMINISTRATION FEE AS DETERMINED BY KING COUNTY DEPARTMENT OF TRANSPORTATION. THE APPLICANT HAS AN OPTION TO EITHER: A. PAY THE MPS FEE AT FINAL SHORT PLAT RECORDING, OR B. 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 SHORT PLAT APPLICATION AND A NOTE SHALL BE PLACED ON THE FACE OF THE SHORT PLAT THAT READS, "ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PA`MENT 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 THE BUILDING PERMIT APPLICATION. 10. SCHOOL IMPACT FEES ® KCC 21A.43: LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO KING COUNTY CODE 21AA-3, WHICH IMPOSES IMPACT FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL r APPROVAL, THE TOTAL AMOUNT OF THE SCHOOL IMPACT FEE SHALL BE ASSESSED AND COLLECTED WHEN THE BUILDING PERMIT IS ISSUED USING THE IMPACT FEE SCHEDULE IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL. LEGAL DESCRIPTION THE WEST HALF OF LOT 6, BLOCK 2, AKERS FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE(S) 27, RECORDS OF KING COUNTY, WASHINGTON. I SHEETINDEX Vicinity Map Scaje 1 -2000 Soils Map Scale '1"-500' Notice Required Contractors shall notify operators who maintain underground utility lines in the area of proposed excavation or blasting at least two business days, but not more than ten working days prior to commencement of excavation or demolition in accordance with RCW Title 19. Names and telephone numbers of the operators of underground utility lines in this project appear below. These numbers shall also be used to serve in an emergency conditions as required. Phone SOOS CREEK WATER & SEWER DISTRICT (253)630-9900 Sanitary Sewer SODS CREEK WATER & SEWER DISTRICT (253)630-000 Water District Gas Company Power Company Call Before You Dig DIAL -A -DIG 1-800-4''4­5555 Notes 1. The Developer is required to notif the Land Use Services Division, Land Use Inspection Section (206� 296-6642, three days priorto the beginning of construction for a preconstruction conference and spec'fic(.Wy 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 ony construction is started on any existing state route. 3. A Hydraulic Project Approval (HPA) Permit must be ob4J:.,1P_d' ',';-om the Washington State Department of Fisheries prior to any worl� wnen required. Bonding In formation Restoration Bond Amount Performance Bond Amount $ Site Plan Approval Approval of these plans is for construction of road and drainage improvements, site drainage & grading and temporary erosion control in unincorporated King County only. These plans do not authorize any other utility approval or improvements proposed in any State right of way. (J­ c, Site plan approval is void if the commercial building permit has I not been obtained or renewed within two years of approval, Subdivision plan approval is void if the final plot is not recorded I 1 C �U, prior to the preliminary plot approval expiration. PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Section Township Range Tax Parcel Number 0) CA) < LLL9 _J 12 13 LP L5 J 1.0 10.18 17 10 10 1011 11 J 6 1 E 0 (y) (') ) Site Location is within the drainage shad(s) -;, (1 0 Ln Pro Rota Share Assessment(s) are: EJ Required E] Not Required > from the site due to development for increased storm water runoff. (D l C) 9 1 v 0 Peak Runoff Assessment Rate($ per c.f.s. Increases.(10 year, 2 hour storm) , 0 I Peak Volume Assessment Rate($ per Ac. Ft. increases.(2 year, 2 hour storm) :i 0 AGREEMENTS, PLAN REFERENCES, PERMITS ETC. (To be completed by Consultant) Preliminary Plot Approval/Permit Issued Date: Expiration Date: Other Related Permit Numbers Received: Right -of -Way Use Permit Grading Building/Structural Other Board feet of tree removal on site: Cubic yards of material hauled on/off the site: Is this a erosion sensitive area site? (Yes/No): Note: If "Yes", a Highly Sensitive Site Erosion Control Supervisor is required, See ESC plan and TIR for details. 1frow-11 E-rpaergency 911 Pol ice.- Fire- Rescue RECOMMENDED FOR APPROVAL (To be completed by King County) a dm r F. Engineer Plan Reviewer Engineer Supervisor Traffic & Planning Engineer Sensitive Areas Structural Review Engineer Other APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES 00W King County, Washington LO rz D a t do es H. anderd, P.E. Ul W (nLO Development Engineer _J 0 0 M PROJECT CONTACT INFORMATION (D (To be completed by Consultant) n (D -0 C JOHNATRiAN wirfrrq (425)228-5959 F 0 b) o Name Phone LIJ D z 0 0 0 0 1201 MONSTER ROAD: RENTON, WA 98055 < U 0 _J 4­1 E] No Address and Zip Code .5 I Li 4� 0 0 A Partnership < F-I An Individual 0 U) il- L_ Q) A 0 0 41 Name Phone � 6 0 00 Address and Zip Code [I A Corporation n A Partnership 3 377 4� A44- 0 An Individucil AL SITE DF.Vi�LONAENT ASSOC., LLC. 86- 6� Q) 0 > W Q) Name Phone EXPIRES 15/9/20e C) V) 0 W 10117 MAIN STREET, BOTHELL. WA 98011 -_ ❑F1117 N Address and Zip Code i : I C1. 0 S.W. 1/4, SECTION 29, TWP. 23 N., RGE. 5 E.9 W.M� I r j SYMBOL LEGEN[k CLEARING GRADING LIMITS SILT FENCE (SEE DETAIL SHEET C2.1) ij t CATCH BASIN INLET PROTECTION (SEE DETAIL SHEET C2.1) 'J"\ EXISTING BUILDINGS TO BE REMOVED RELOCATE EXISTING MAILBOX BEHIND EDGE OF NEW PAVEMENT p 'moo Bill EXISTING UTILITY POLE 'TO REMAIN 'CONSTRUCTION SEQUENCE TONWOODS EXISTING COT 1® BEFORE STARTING WORK ON THE SITE, SCHEDULE AND ATTEND A 9. ST81t,01LIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. REm6VED PRE —CONSTRUCTION CONFERENCE WITH THE DDES SITE INSPECTOR BY CALLING (206) 296-6642. 10. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. i% 2. FLAG OR FENCE CLEARING LIMITS. 11® UPEh'�,` COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE r77 STA&— LIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. ' e I 1,. ' -1 1 - ,C , r 3. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. :t_flzilln 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. SCOPE OF WORK• 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 1. SITE CLEARING AND DEMOLITION z"! IN ACCORDANCE WITH KING COUNTY 11 6, MAINTAIN EROSION CONTROL MEASURES 2. GRADING FOR ROADS AND LOTS f I . 1 1 STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. (A ( 1 U 3. EXCAVATION FOR STORM DRAINAGE N 7. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR CLEARING: & :I j 1 E(STING FRUIT TREE INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANCE THE EROSION GRADING LIMITS 4. UTILITY INSTALLATION (SOOS CREEK WATER & SEWER) T LB�,REMOV AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. i I ii ; ! ; �: I (j ,{ 8. 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, EXISTING I.NG NOUSE TO, WOOD FIBER MULC6�I® COMPOST, PLASTIC SHEETING OR EQUIVALENT.✓ bt EM 11 OVED >0 0 I OILIt EROSION AND SEDIMENT CONTROL NOTES RA., 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR D INAGE DESIGN (E.GSIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.), INTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MA RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. --CONSTRU < C T N PE (OR FENCING, IF rm 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TA ENTRANCE:�-h 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. ka IN 7,7 G SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. FILTER 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING I IN FENCE LA TiONS. lI - 1 1,1 ). Ji , 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDi DURING THE CONSTRUCTION PERIODTHESE 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.). APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN R. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPL �4, E KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING RECORDS SHALL B CATCH BAST INLET THE DRY SEASON (MAY 1 TO SEPT. 30). PROTECTION j,(TYP:) _rU I T;.. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS al HODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC MET r XISTiNG,,UTILITY- POLE 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. co_ �_IRtMbVE D & RELOCATED PER L — — — 1 93- KING ­COUNTY ROAD STANDARDS 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 m BY PSE. 1V A STORM EVENT. > go 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 co SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT —LADEN WATER INTO THE DOWNSTREAM SYSTEM. _j 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE J PROJECT. EROSION CONTROL SUPERVISOR ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND 12. l4 CHECK'DAM NAME: SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. PHONE: FA 0 0 BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. it I_:.� 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL ADDRESS® 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 EX. 1_27ICUL]VE-RT_ O PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF To BE,:REM_VEQ 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 FACILITIES. Imom'N'd u _j (D co 0 V) 0 Zo (3) <C C 1— 8 c: (D E 0 0 - 0 (D 7& c: a 0 (D (D V! co Lr) cl, x 0 i co cl) Lo 00 (D 0 m AW R:\Proiects\107(Offe)\020-06 (Nellis)\ i sheets\ NE—i I Awa — Si 40 S.W. 1/4, SECTION 29, TWP. 23 N. Fi)IGE., 6 E., W.M. MATCHUNE BELOW NOTE: 1 " MIN. FULL ROAD WIDTH PAVEMENT OVERLAY SHALL BE PROVIDED ACROSS THE ENTIRE SHORT PLAT IN 104TH 104TH AVENUE SE SECTION CEDAR AVENUE SE GENER& NOTES 1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 'KING ""CUNTY CODE (K:3',`', KING COUNTY ROAD STANDARDS (KCRS) , 'KING COUNTY SURFACE WATER DESIGN MANUAL(KCSwDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE -SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THI17_!S--_ PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND. ENVIRONMENTAL --SERVICES' (DDES) G 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 COUNTYPRIORTO CONSTRUCTION. 3, APPROVAL OF THIS ROAD, GRADING, AND DRAJNAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). SEE LIST OF SERVICES ON THIS SHEET, 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 CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE"ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS, 6, CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO, 10- P.M. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 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 81 3.02 OF THE APWA STANDARD SPECIFICATIONS, 11. ALL UTILITY TRENCHES RENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, 3z 12. ALL ROADWAY SUBGRADE SHALL BE BACKIFILLED 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 m ACCORDANCE WITH KCRS 8.03(B)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING" ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE cn LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH o 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 OFTRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL,®" OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. 15. PERMEABLE PAVEMENT SHALL BE CONSTRUCTED PER KING COUNTY SURFACE WATER DESIGN MANUAL C.2.6. 0 0 CN CT RA Pro lects\ 107(Off e)\020-06 (NelIis)\dwa\sheets\NE-dr0l.dwa Scale: 40 'ij it C) CONSTRUCTION CENTERLINE EXISTING CURB��. GUTTER RIGHT OF WAY MATCH EXISTING ITS CENTERLINE I GRADE 361.70 PAVING I MATCH EXISTING GRADE 362.02 BEGIN TRANSTION FROM EX. MATCH EXisTIN iCROSS SLOPE SECTION GE 361.32 TO PROPOSED CROWN SECTION RAD AS-BUILT CURB. MATCH EXISTING & GUTTER GRADE 362.66 BY OTHERS (KRISTEN. WOODS MATCH EXISTING LUA 05-056 GRADE 361.95 CITY OF DC'KlTr)kl) Eli PROPOSED MITIGA'TJON PER K(�MDM, AP-PENDIX I 1. LIMIT IMPERVIOUS SURFACE - SEE A71AC HED CALCULATIONS 2. PERFORATED TIGHT LINE TO STREET STO�M SYSTEM 3. PERMEABLE PAVEMENT - SEE ATTACHED `CALCULATIONS k BEGH\1 , PAVEMENT.,,,, Tk,s! R ` i' ITO FL' N*/ OWLINE APPROXIMATE LOCATIO OF EX. 8m WATERLINE,; __- GRADE TO DRAIN CONTRACTOR '-! 2% MAX TO FIELD 'VERIFY; TRANSITION TAPER MIDPOINT 361.30 f 10 -10:1 PAVEMENT il 9 LF 12" CPP', S=Q: CQ i v TRANSITION TAPER BEGIN PROPOSED CIRM; ® EC PiWE SHOULDER END SIDEWALK EL=361.63 WQ- STA. 11+26.44 (23.4 RIM=361.39 IE=356.47 _(12" SD I 137 LF 126pp @ S=2.90% II5" MIN..'.'SEPAkAT'lON-- 6 E TO E E N EXISTING WATERLINE AND PROPOSED STORM C) c5l JI 5 Lj APPROXIMATE LOCATION 0 ;its EX. 8" WATERLINE, IIIit CONTRACTOR TO FIELD VERIFY to I AS -BUILT CONTOURS BY z OTHERS (KRIS TEN WOODS Ila- i LUA 05-056 CITY OR Lu RENTON) ICB #1A, TYPE I 9 LF 12" CPP`` 0 S=0.60% -EXISTING UTILITYI POLE TO REMAIN.' --20' .. DRIVEWAY CUT 4 (TYP. 4 LOCATIONS) N 1,67865.49 21 E 13019.8 . . ....... BEGIN FF NNCH DRAIN J 19.I. CLA N( U' T L j! S-11, �11 +'57 -.52 31.00 LT) c' 10' STORM 1 LF PVC PIPE,-,-, EASEMENT % ERORTED.-STUB UT CONRECTIO� (TYP)' 5�5 5 rn m ca 0 z z '7 C) C5 U 0 z z z 104TH AVE SE FLOWLINE DESM TABLE OFFS T FL FROM FLOWLINE _D'rE;,S C R I PT 10 N STATION -c n-ONSTRUCTION ELEV. re) cq I ___% 2 1 BEGIN PAVEMENT TRANSITION 10+84.39 19,9 2' LT 361.67 El E (31 N. CURB, GUTTER, 11+25.01 16.00, LT 360.88 AND SIDWALK '11+50.00 16,00, LT 360.39 12+00.00 i 6.00' LT 359.19 12+50.00 16,00' LT 358.29 END . �CUREI, GUTTER 12+65.30 16t00' LT 357.20 Ai' 1D 'SIDEWALK EN[) PAVEMENT TRANSITION 13+46.36 i a. 9 'g, LT 354.01 16 f: 1 W± : EXISTING 2 SIDEWALK :2,, BEGIN STA. 9+00 N 168096.70, co E 13 OIl 7 8 6.12 + E 0 u Ql u 0) c L0 Y 01 cl) 01 0 v) V) C3) < E- OD . C3 c C4 (D x u 0 > 00 0 0 it CONSTRUCTION 41 CENTERLINE CONNECT FRENCH CA DRAIN TO CD #3 }RIGHT OF WAYX \'CENTERLINE 9if -0 41 Q3, TYPE 1 S SOLID LOCKING LID -IZ9 LF 12'- 167731.95 "_�C( EIMEINT.;:CONCRETE 5 '' I'. E 1301925,168 @ 16.47% rll�l `� 1,il I\- MATCHUNE ABOVE (TYP) RIM=±,378 IE=375.50 ' ` , SID W) (12 II i '-PAVE SHOULDER IE=375.75 (12" SD N) ""-10:1 PAVEMENT SERVICES: TRANSITION JAPER '11�75 LF' 12 DI P @ 1.33% WATER PURVEYOR: SODS CREEK WATER & SEWER DISTRICT J. SEWER OPERATOR: SOOS CREEK WATER & SEWER DISTRICT TELEPHONE: VERIZON dill GAS/ELECTRIC: PUGET SOUND ENERGY COMPANY ,v TRANSITION.' TAPER MIDPOINT 355.61 SMALL LOT BMP CALCULATIONS.- %L EXISTING THIS SITE DOES NOT SUPPORT DISPERSION OR INFILTRA`rl!0N ;SO WE ARE USING THE LIST OF BMPS IN ITEM 3 OF C.1.3.1 ON THIS SITE IN q'ONJUNCTION WITH HEM 4 (PERFORATED IIGHTLINE). THE BMPS THAT WE Hk& CHOSEN ARE ,BEGIN TRANSITION TO EX. CROSS' TRANSITION` FLOW LINE REDUCED IMPERVIOUS SURFACE CREDIT AND PERMEABLE PAVOEN SLOPE SECTION J., - I i J THE KCSWDM STATES THAT THE PROJECT MUST MITIGATE FOR AN IMPERVIOUS MATCH EXISTING AREA EQUAL TO AT LEAST 20% OF THE SITE/LOT AREA, OUR I3MPS MITIGATE FOR: END STA. 13+50 GRADE 354.07 N 167646.8END CROSS SLOPE TRANSITION REDUCED IMPERVIOUS AREA 3.410 SF E 1301771.,94 PERMEABLE PAVEMENT 880 SF i - TOTAL J 4,290 SF EXISTING EDGE OF PAVEMENT MATCH EXISTING GRADE 353.08 EXISTING PERCENTAGE OF SITE AREA 4,290 SF/l 7,880 SF 24% GRADE 353.53 PROPOSED PAVING LIMITS cd Long 4- L 20 0 20 40 ri-Jo 1 "=20' scale Feet VJNG COUNT' OD.-F-a z - ) " --))7 J\ I V/ '-' AVES-+f. S-MD�RS, P.E. DEVELOPMENT ENGINEER COMMENTS: COMPLETION DATE 'A w, Wirl, COMPLETION DATE k�l APP AL DATE FE z CL LU z Cc a EXPANSION JOINT SEE NOTE NO. 2 cn w L_J +EUMI5 IMINT "UNT ON FED-- AZ PROV10:1) Wm N.©.C.B.U. UN7 SOLT PATTERN s" EXPAN9Md MHT. I.C.S.U.PEDESTAL E 4 SEE NUTE NO. a V-8° ME 122 j Him Oil .�11 *Ff A ME a �41 A RGKi-OF-WAY LINE m MATCH DUSTING DFW"AY GWE -- CEMENT CONCFEM DRPJEWAY 'S'° THICK SE0QNA_-A PLANTihG SMIP, IF MN. COMMERCWINDUSTRLAL DRNIEWAYS WIDER BE APPROVED a • R SAFETY AND . NEEDSOF ER EXPANSION JOINT LOCATED MID -WIDTH. SEE SEC. 3.04. 4.01 FOR SURFACING REQUIREMENTS. CURB & GUTTER SECTION DRIVEWAY 0 4 ENT CONCRETE DRIVEWAY ENTRANCE - TYPE I � T co i h O O (N O #3 BAR EACH CORNER 3 BAR EACH SIDE NibNc 3-00 G . E FRAME AND GRATE SIEE SEC. 7.05 AND APPLICABLE DWGS, 12" RISER SECT ION PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) 3 BAR EACH 941AY 4" CEMENT CONCRETE 6' MIN, SIDEWALK AND RAMP 12 t.z a •,w 1. CATCH BASINS SHALL DE CONSTRUCTED IN ACCORDANCE WITH ASTM C476 (AASHTO M 199) & C690 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY DE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F®621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT/APWA STANDARD DWG. B1 -b. 12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. MATCH EXISTING OR PROPOS D SURFACE -ASPHALT CONCRETE NOTES: �� �� o°o°o°o°o°o°o°o°o°o°o �� `��� o 0 0 0 0 0 0 0° o° .o°o°o°o°o°o°o°o°o°o 0 °°o°o°°°°°°°°°° 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. �w _ �® °°°o�000°°° 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS, 3. SHOULDER SHALL. BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 Fr,/FT. 4. SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS. 5 RAMP SHALL BE TEXTURED USING TRUNCATED ASPHALT SHOULDER S � - fi KTA ab 6„ EXPANSION JOINT 51' 0.02 FT./FT. 0.05 �r:/( • s4 d Le a ' .N 1 /®6,Y * NOTE: TOP OF LIP AT DRIVEWAYS. B A MEMO CURB EXPANSION JOINT " tt 10 j 1/2" � 0.02 T!-4 5,d0 d-CEMENT CONCRETE b 50SIDEWALK 12" 2®®®" OPTIONAL FOR INTEGRAL POUR C -11'1111''(CRI--r1E -ROB QED MAN_ i NOTES): 1. # SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO LATCH POSITIVE SUPERELEVATION. 3. SEE DRAWING NO. 1-006 FOR CONFIGURATION OF FILL & ALKWAY BEHIND CURB IF REQUIRED. 4. FOR INTEGRAL POUR CONSTRUCTION, •1 /4" EDGED GROOVE MAY REPLACE: EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. 5. SEE SEC. 3.03 FOR EXTRUDED CURB ANCHORAGE. - _CURB DETAILS® KCRS DWG RTa `1 i I i4 > a vy m dra mk j_, z _D Z Z:? U 00�` _z z', 3 c�! 6 >11 fa CL go 5P9 i 0. v- -> ¢� I o W E �° V a� c V) .C5 01 Ir tJ) O 0 ua E co i _ jLo u tll O m (y) 0 O 10 > N 00 "T w0 Q 141 04�p 04 - {mc 1 UPPER CLEARANCE UTILITY LESS THAN 6"s Of - 6" THICK POLYETHYLENE ' FOAM FOR ALL UTIL. , co LOWER UTILITY i' I ° R uj a 3 sl LOW CLEARANCE UT 111`Y, CROSSING I- V COUNTYVJNG . -� REVIE ENG?VEER COMPLETION DATEicl �ENI-O-R\'ENGINEER COMPLETION DATE; H. SA N U ERS, P. E. AP R AL DATE - - DEVELOPMENT ENGINEER 1 COMMEN T S:cal I - EN, 10' UTILITY EASMENT Gi 0. FILTER FABRIC 3/4" — 1 1/2- WASH ROCK 2'x 10' T LEVEL iRENCH W/PERF PIPE 10' STORM EASMENT WASHED ROCK LINE WITH FILTER FABRIC 8" RIGID PERF. PIPE NOTE: PIPE TO BE INSTALLED MIN. 6" BELOW DEPTH OF UNDISTURBED TILL FIRE HYDRANT OR UTILI-r' POLE LUMINAIRE 15' MIN. r5�'MIN. 4- -4- 10' MIN NOTE 1.— PLAN 50' MIN. SIDEWALK NEXT TO VERTICAL CURB KING COUNTY UIDAZI c: -7- 3 - REVIEW NIGI ER COMPLETION DATE SE R EN ]NEER COMPLETION DATE 'o �.N �DE R S�,P. A P 40VAP DATE DEVELOPMENT ENGINEER COMMENTS: L IVS1 WD 91) M) io zq kq ai qj ff, crz EIJI '6 o n cy) (y) LAD "c! 10 Q) ,I- L6 04 "T x -�:\Pro1--cts\107(0ffeA020-06 (Nell isA d wa\, sheets\ NE— DrO 1.dwa — Scale: 40 N.E, 1/4, SW, 1/4, SECTION 29, wrWPo RGEo 5 Eeq, WoM* UMENT (AS NOTED) FOUND REBAR (AS NOTED) SET 5/6' REDAR W/CAP MARKED 'KRA 29267' TEMPORARY BENCHMARK FENCE (AS NOTED) SANITARY SEWER LINE STORM DRAIN LINE WATER LINE SS SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN SWO STORM DRAIN CLEAN OUT STORM DRAIN CULVERT MB _ MAIL BOX (C) CALCULATED (M) M,EASURED (P) PLAT OF AKER'S FARMS NO. 5 -XXECONIFEROUS TREE (AS NOTED) r� .xx DECIDUOUS TREE (AS NOTED) gul �1 R.�FND 4X4 CONC MON W1 SMALL BRASS PIN 2® VISITED /30/05 E F 'M I SANITARY SEWER MANHOLE RIM= 361.63 Ir i I IE=345.75 6" N �M E3 ' IE=345.52 S"(S) ` t i— ss 3 I i � , \rm tqi5 9 iiROY Le LAWSON 008700 0 11 HOU z ANTHONY PATRICIA JUAREZ 008700 011 V`` 30. FND 4X4 CONC MON W/ St BRASS PIN, V IJih., VISITED 91v 0/05 m WOOD R11 FENCE ? # \ i ss 3�°' aio1 i SHED \ I V CHRISTOPHER t _ '� DAB 0 ° - , 12 WORKLUND tJ aI � � ,7 11 A t.I I T M®1 INK NAIL HOUSE 71.89 I FF= 3j E = �5�.01 s ' I *TO BE REMOVED 9 I 1 o f a t 1 16'2I 27.17' i SEPTIC o 't LID J. _ CONC. WALK,,.. 1r�CULVERTHE k-J I: ! I o N IE56,9 6 2.��'. E L. 1 i itti„ 1 7.1D' _ , LJ FIELD II am CON& DRIVE 14"3- �47ER PER q 'ICU 3644 -i »'CO IE=356.,�0 '�P' ICA m�wd_ 30.00, 7 a 16 HOSE7. ,, ®' ` �j 3 , ', s ./ 11 BIB 1 SATELLITE if : ?; DISH WOOD II �, 12 CULVERT FENCE IE=355.20 ® PK NAIL Doll L. TATRO ss = 37.23 008700 0120 JET Y Go 1 ;� ! I GINA L. E �' 0 700 o11 ` 12"CULVERT IE=354.53 12"CULVERT IE=353.02 A SCALE IN FEET 20 10 0 20 40 SCALE o 1 20' AU>>�R : 16616 104th AVE &E RENTON, WA 99055 PARCU idU�PER: 008700 0116 2CtI��O: R-6 (RURAL - 6 DUNG UNITS/ACRE) SITE ARE£ (S): I)ISTING: 17,8W SQ. FT. / 0.410 ACRES LOT 1: 4,520 SQ. FT., 0.104 ACRES LOT 2: 4,4510 SO. FT„ 0.102 ACRES LOT 2: 4,451 SQ. FT., 0.102 ACRES LOT 2: 4,452 SQ. FT., 0.102 AID THE ST HALF OF LOT 6, BL= 2, 'S FARMS NO. 5, ACCOxIDD40 TO THE PLAT THEREOF REGGROE IN VOLUME 40 OF PLATS, PAGE(5) 27, RECORDS OF KING 0-D"i-INTY, WASHINGTON. TML THE ABOVE LEGALMDESCRIPTION AND THIS SURVEY ARE BAD UPON STEWART TITLE COMPANY, SUPPLEMENTAL NO. 1 TO THE THIRD REPORT, PRUMINARY `,.jw T w,r QfWER NUMBER 20511WO, DAB AUGUST 15, 2005 AT8400 A.M., RECORDS EXAMINED TO OCID 4, 2006. MOM.� a KCSC—M {iG NTY SURVEY CONTROL, SURVEY MONUMENT CCA1TR DATABAS& ADMSTED TO NORTH AMERICAN DATUM 191 (NAA 91); LAMBERT GRID CIDORDINATS, PRODUCED Y KING COUNTY DEPARTMENT OF TRANWMTA110H SURVEY UNIT, DATED MARCTI 24, 1997, BAD UPON THE MONUM€N NORTH - SOUTH CENTER OF WECTION 29, T 23 N, R 5 E, W.M.® SING. N ,01'42' " F VER . CITY OF RENTON VERTICAL DATUM (NAVD 1988) Ci i OF RENITCN BENCHMARK NO. 1915; TOP OF COPPER PLUG SET INCONCRETE-FILLED 3" PIPE IN OT CASE AT BACK OF CURB ON WEST SIDE OF BENSON ROA.O. U7AI0!4 m " 2'. � FOOT `M, ,) . SEYTEMB12, Z0, 2005 KING COUNTY ASSESSORS MAPS OF SECTION 2C, T. 23 N., R, 5 E., W.M. T OF AKEVS FARMS NO. 5; VOL 40. PG. 27. UND@� GRUUND WATER, SEWER, STORM, AND GAS UTILITIES AND STRUCTURAL APPURTENANCES ARE 10° AS INDICATED RECORDS MAPS FURNMED BY OV05 AND VERIFIED YMERE POSSIBLE BY FOUND SURFACE FEATURES LOCATED IN THE FIELD. 1E NO LIABILITY FOR THE ACCURACY OF II RECORDS. FOR FINAL LOCATION OF THESE AND OTHER E)US'TING UTILITIES IN AREAS CRITICAL TO DESSIGN, CONTACT THE UTILITY O / AGENCY. 9 CASTELEVISION: COMCAST CABLE 425--398-6131 EurlInt CITY PUGET SOUND ENERGY 2.25-5773 GAS. PUGETSOUND ENERGY 225-5773 SIT00M g RAIN; CITY OF RENTON PUBLIC WORKS I?"I T. 425-430-7234 0' E; 573-1311 WATM; SOOS CREEK WATFR AND SE01 DI iMOT25,3-630-9900 m Lj S.E 27-ICI ST. � �ip'0 I661H ST. uj vj CD t'�`1 �� `�' S.E. 31ST ST. w r - on gul �1 R.�FND 4X4 CONC MON W1 SMALL BRASS PIN 2® VISITED /30/05 E F 'M I SANITARY SEWER MANHOLE RIM= 361.63 Ir i I IE=345.75 6" N �M E3 ' IE=345.52 S"(S) ` t i— ss 3 I i � , \rm tqi5 9 iiROY Le LAWSON 008700 0 11 HOU z ANTHONY PATRICIA JUAREZ 008700 011 V`` 30. FND 4X4 CONC MON W/ St BRASS PIN, V IJih., VISITED 91v 0/05 m WOOD R11 FENCE ? # \ i ss 3�°' aio1 i SHED \ I V CHRISTOPHER t _ '� DAB 0 ° - , 12 WORKLUND tJ aI � � ,7 11 A t.I I T M®1 INK NAIL HOUSE 71.89 I FF= 3j E = �5�.01 s ' I *TO BE REMOVED 9 I 1 o f a t 1 16'2I 27.17' i SEPTIC o 't LID J. _ CONC. WALK,,.. 1r�CULVERTHE k-J I: ! I o N IE56,9 6 2.��'. E L. 1 i itti„ 1 7.1D' _ , LJ FIELD II am CON& DRIVE 14"3- �47ER PER q 'ICU 3644 -i »'CO IE=356.,�0 '�P' ICA m�wd_ 30.00, 7 a 16 HOSE7. ,, ®' ` �j 3 , ', s ./ 11 BIB 1 SATELLITE if : ?; DISH WOOD II �, 12 CULVERT FENCE IE=355.20 ® PK NAIL Doll L. TATRO ss = 37.23 008700 0120 JET Y Go 1 ;� ! I GINA L. E �' 0 700 o11 ` 12"CULVERT IE=354.53 12"CULVERT IE=353.02 A SCALE IN FEET 20 10 0 20 40 SCALE o 1 20' AU>>�R : 16616 104th AVE &E RENTON, WA 99055 PARCU idU�PER: 008700 0116 2CtI��O: R-6 (RURAL - 6 DUNG UNITS/ACRE) SITE ARE£ (S): I)ISTING: 17,8W SQ. FT. / 0.410 ACRES LOT 1: 4,520 SQ. FT., 0.104 ACRES LOT 2: 4,4510 SO. FT„ 0.102 ACRES LOT 2: 4,451 SQ. FT., 0.102 ACRES LOT 2: 4,452 SQ. FT., 0.102 AID THE ST HALF OF LOT 6, BL= 2, 'S FARMS NO. 5, ACCOxIDD40 TO THE PLAT THEREOF REGGROE IN VOLUME 40 OF PLATS, PAGE(5) 27, RECORDS OF KING 0-D"i-INTY, WASHINGTON. TML THE ABOVE LEGALMDESCRIPTION AND THIS SURVEY ARE BAD UPON STEWART TITLE COMPANY, SUPPLEMENTAL NO. 1 TO THE THIRD REPORT, PRUMINARY `,.jw T w,r QfWER NUMBER 20511WO, DAB AUGUST 15, 2005 AT8400 A.M., RECORDS EXAMINED TO OCID 4, 2006. MOM.� a KCSC—M {iG NTY SURVEY CONTROL, SURVEY MONUMENT CCA1TR DATABAS& ADMSTED TO NORTH AMERICAN DATUM 191 (NAA 91); LAMBERT GRID CIDORDINATS, PRODUCED Y KING COUNTY DEPARTMENT OF TRANWMTA110H SURVEY UNIT, DATED MARCTI 24, 1997, BAD UPON THE MONUM€N NORTH - SOUTH CENTER OF WECTION 29, T 23 N, R 5 E, W.M.® SING. N ,01'42' " F VER . CITY OF RENTON VERTICAL DATUM (NAVD 1988) Ci i OF RENITCN BENCHMARK NO. 1915; TOP OF COPPER PLUG SET INCONCRETE-FILLED 3" PIPE IN OT CASE AT BACK OF CURB ON WEST SIDE OF BENSON ROA.O. U7AI0!4 m " 2'. � FOOT `M, ,) . SEYTEMB12, Z0, 2005 KING COUNTY ASSESSORS MAPS OF SECTION 2C, T. 23 N., R, 5 E., W.M. T OF AKEVS FARMS NO. 5; VOL 40. PG. 27. UND@� GRUUND WATER, SEWER, STORM, AND GAS UTILITIES AND STRUCTURAL APPURTENANCES ARE 10° AS INDICATED RECORDS MAPS FURNMED BY OV05 AND VERIFIED YMERE POSSIBLE BY FOUND SURFACE FEATURES LOCATED IN THE FIELD. 1E NO LIABILITY FOR THE ACCURACY OF II RECORDS. FOR FINAL LOCATION OF THESE AND OTHER E)US'TING UTILITIES IN AREAS CRITICAL TO DESSIGN, CONTACT THE UTILITY O / AGENCY. 9 CASTELEVISION: COMCAST CABLE 425--398-6131 EurlInt CITY PUGET SOUND ENERGY 2.25-5773 GAS. 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M21 H a s e Adw a II C I A, L NLNJ SCALE, '�N� Pwposed Mitigation: 47� j ked Tightiltie Connection. �uA R I I! ) 00.i w z a rD w i E 4x _IZZQL200F. -- J00 NO. SHEET g OF t d k'AC01111 SW 4/4 Q4 fiZ TION 29Y TO WNSHIP 23 N. RANGE 5 EA S T -:Y W 1/1. SMALL SITE DRAINAGE RE V-1 -..s W pal 1101HIN, MAIN, PROPOSED MITIGATION: (1) LIMIT IMPERVIOUS T 0 2Z,51 0 SQ. FEET PER LOT (2) PERFORATED TZGHT LITKEETO STREET STORM SYSTEM (3) 440 SQ. FEET OF PE.RMEABLE PAVEMENT PER LOT i' i� mul 77777�a3 INSTALLL � 0 lu NSP- OUTS AVE.TO THE STORM SYSTEM IN 104TH 17, 4 P �.� _ DRIVE3 7 �_ �' C INITY MA o s o) F C eN k14 v- C �l JUN 0 � r _�OC} KING U -FY mul 77777�a3 INSTALLL � 0 lu NSP- OUTS AVE.TO THE STORM SYSTEM IN 104TH 17, 4 P �.� _ DRIVE3 7 �_ �' C INITY MA o s o) F C eN k14 v- C �l JUN 0 � r _�OC} KING U -FY w W i 71 z g i 10 a 0 . CD 0 W z 2 SE ry Nz LL w w w w co i o 'I co N co - co b z C w CD cu ©a W I t 7 O UP w u v� E i i 0 E- I DATE�3 JOB NO. DWG NO. �AWAIN FILE COPY �j APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE SHORT PLAT NO. L05SO064 DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICE EXAMINED AND APPROVED THIS --__ DAY OF_-__-_-___, 19____ EXAMINED AND APPROVED THIS -_-- DAY OF---_--_-_-, 19--__ KING COUNTY, WASHINGTON - PORTION OF MANAGER, LAND USE SERVICES DIVISION ASSESSOR EXAMINED AND APPROVED THIS ____ DAY OF__________, 19DEPUTY ASSESSOR _ NE I /4, SW 1 /4, S. 29 T. 23N R. 5E DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST DEVELOPMENT ENGINEER ACCOUNT NUNBER ---------------------- IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOR- EVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DE- DICATE 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 STATE OFM.___A___—___) PROJECT INFORMATION: THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVE- NUES, AND ) SS ADDRESS: 16816 104th AVE. S.E. FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT COUNTY OFRENTON, 'rA 98055 ---) LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT PARCEL NUMBER: 008700 O11rn TRACTS ARE SPECIFIC- ALLY INDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HERE- BY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FRIEE ZONING: R-8 (RURAL - 8 DWELLING UNITS/ACRE) INDENTIFIED AND FOR THE PURPOSE STATED. AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUB- DIVIDED INSTRUMENT. SITE AREA: 17,880 SQ. FT. / 0.410 ACRES WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING LEGAL DESCRIPTION: TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, DATED THE WEST HALF OF LOT 6, BLOCK 2, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, SIGNATURE OF CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT NOTARY PUBLIC RECORDED IN VOLUME 40 OF PLATS, PAGE(S) 27, RECORDS OF KING COUNTY, WASHINGTON. SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KNG PRINTED NAME OF COUNTY. NOTARY PUBLIC TME- REPORT: THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED UPON STEWART TITLE COMPANY, DATED FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUB- DIVIDED TITLE AUGUST 15, 2005. 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 MY APPOINTMENT EXPIRES MERMUN- DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE KCSC-KING COUNTY SURVEY CONTROL, SURVEY MONUMENT CONTROL DATABASE, ADJUSTED TO NORTH BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR AMERICAN DATUM 1983-1991 (NAD 83-91), LAMBERT GRID COORDINATES, PRODUCED BY KING COUNTY SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, COSTT- RUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT DEPARTMENT OF TRANSPORTATION SURVEY UNIT, DATED MARCH 24, 1997. Q SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS '�� ±r1i ���,�`-'i Q RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES,ff BASIS OF BEARINGS. uF INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE t, KY�: �, BASED UPON THE MONUMENTED NORTH -SOUTH CENTER OF SECTION 29, T 23 N, R 5 E, W.M.; ¢ OF KING COUNTY, ITS SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER ''' BEARING: N 01°42'56° E OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. VERTICAL DAT o a CITY OF RENTON VERTICAL DATUM (NAVD 1988) N rn RENC K: IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. CITY OF RENTON BENCHMARK NO. 1915; TOP OF COPPER PLUG SET IN CONCRETE -FILLED 3" PIPE IN WSDOT CASE AT BACK OF CURB ON 'WEST SIDE OF BENSON ROAD. �on ELEVATION = 380.862'. N 0 c� CONTOUR INTERVAL, G, S.E.27TH ST. 2 FOOTul 6<rN DATE OF FIELD S VEY: _ SONS SEPTEMBER 30, 2005 STATE OF-----------------) �, D S REFERENCES: SS S.E. 166TH ST, 29TH ST. COUNTY OF ___________ KING COUNTY ASSESSORS MAPS OF CL ___- w SECTION 29, T. 23 N., R. 5 E., W.M. ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT LLi 0 o`i PLAT OF AKER'S FARMS NO. 5; VOL. 40. PG. 27. Li w a SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE W vi vi S.E. 31ST ST. FEELD E UIP ENT: AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE Ld INSTRUMENT. GEODIMETER 610, 3 SECOND DIREC f READING TOTAL STATION � � z o L'J LI) PROCEDURES: DATED `O FIELD TRAVERSE AND SIDE SHOT MEASUREMENT PROCEDURES EMPLOYED (D o SIGNATURE OF w NOTARY PUBLIC ¢ SURVEY URE ENT ST DATDS: a PRINTED NAME of SITE FINAL PRECISION RESULTS OBTAINED FROM FIELD TRAVERSE PROCEDURES FOR THIS SURVEY MEET OF NOTARY PUBLIC EXCEED STANDARDS CONTAINED ON W.A.C. 332-130-090-E TITLE ti CONTOUR NOTE: MY APPOINTMENT EXPIRES C CONTOURS SHOWN HEREIN ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED IN SEPTEMBER, 2005. 41. o O STATE OF ----------------- SS ,06O`b , °� COUNTY OF -------------) �o ,P4r�' o I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (I-IE/SHE) WAS S.E. 172ND ST. AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ------------------ _ OF---------------------- c --- x APR 1 �� �;� n� �° A� ��� >)�� TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND � PURPOSES MENTIONED IN THE INSTRUMENT. 16,SIGNATURE OFis Ar i4}� ,. 4, :+, I NOTARY PUBLIC �PRINTED NAME OF NOTARY PUBLIC VICINITY _'VIA TITLE MY APPOINTMENT EXPIRES SCALE: NTS`1: 0 RECORDER'S CERTIFICATE .................... LAND SURVEYOR'S CERTIFICATE ,� NEI_LIS SHORT PLAT This Short Plat correctly represents a survey made by me or under my TKEN °� ETH NDEPSON 1 00 16816 — 104TH AVE. S. filed for record this ........... day of .......... 20....... at ...... M direction in conformance with the requirements of the appropriate A-IND ASSOCIATES, INC. �4' ���`�0 RENTON, WA 98055 in book..........of........at page.........at the request of State and County Statute and Ordinance in SEPTEMBER, 2005. I surveying, iWapaing and Land Planning ' m ................. .................. ................................ I ......... I ........ . y 3 _ 3 —4 DWN. BY D MARCH 2 , 2006 J 05-067 1 South 41st lace, Suite C DATE JOB NO Federal Way, Washington 9800 Des Moines (253) 838 1199 �� I8TV,1 CJS 6 Certificate No. 29267 Tacoma (253) 272-9858 L CHKD. BY SCALE SHEET ................................. ...... .......... ............ I.......... FAX (253) 838-8164 F EXPIRES: 9/24/07 Mgr. Supt. of Records E—Mail: mail ganderson surveyors. corn KRA NTS 1 OF 2 0 II s HOUSE HOUSE 2,30 { — SS J 7= Q Y 2 Q a 30.00' F I SS I inch = 20 ft. LEGEND: MONUMENT (AS NOTED) FOUND REBAR (AS NOTED) SET 5/8" REBAR W/CAP "KRA MARKED 29267" TEMPORARY BENCHMARK FENCE (AS NOTED) -y- -�CATV — CABLE TELEVISION LINE - OHE —= OVERHEAD ELECTRIC LINE —SS— — SANITARY SEWER LINE SD-- STORM DRAIN LINE TELE - OVERHEAD TELEPHONE LINE W WATER LINE UTILITY POLE SS SANITARY SEWER MANHOLE 10 STORM DRAIN CATCH BASIN ®® STORM DRAIN CLEAN OUT ll STORM DRAIN CULVERT o MAIL BOX CONIFEROUS TREE DECIDUOUS TREE (C) CALCULATED (M) MEASURED (P) PLAT OF AKER'S FARMS NO. 5 iPi�1l�■�1 Ci BY KRA 1 s � 0 r 1 . 'i ro 0 10 20 40 1 1 1 1 04 NELLIS SHORT PLAT 16816 - 104TH AVE. y 98055 r. MARCH 8 l( SCALE 1"=20' SHEET 2 OF 2 F s1 0 s V) z i