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HomeMy WebLinkAboutLUA99-094 WINDWOOD VOL/PG POR W 1/2 SW 1/4 SECTION 11,TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M. CffY OF RENTON KING COUNTY,WASHINGTON LEGAL DESCRIPTION GENERAL NOTES PARCEL A. 9.THE STREET TREES SHALL BE OWNED AND MAINTAINED BY TIE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION OR OTHER WORKABLE ORGANIZATION UNLESS THE CITY OF RENTON HAS THE EAST HALF OF THE SOUTHWEST QUARTER O QUA RTER SOUTHWEST OF SECTION 11,TOWNSHIP 23 NORTH,RANGE ADOPTED A MAINTENANCE PROGRAM. 5 EAST.WILLAMETTE MERIDIAN.IN KING COUNTY,WASHINGTON;EXCEPT THE SOUTH 378.8 FEET OF THE WEST 125.00 FEET 11.THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED THEREOF; PLAN AND PROFILE ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION AND ANY DEVIATION FROM AND FROM THE APPROVED PLANS HALL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY,CURRENTLY RENTON DEVELOPMENT SERVICES DIVISION. EXCEPT THE SOUTH 42 FEET OR THE REMAINDER THEREOF AS CONVEYED TO KING COUNTY UNDER RECORDING NO. 12.PLANTER ISLANDS(IF ANY)WITHIN COL-DE-SAC BULBS SHALL BE MAINTAINED BY'MNDWOOD 5799278 FOR SOUTHEAST 128th STREET. HOMEOWNERS ASSOCIATION. PARCEL B 13.TRACT'E'IS A SENSITIVE AREA/OPEN SPACE TRACT HEREBY CONVEYED TO 7HE WINDROW HOMEOWNERS THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11.TOWNSHIP 23 NORTH.RANGE 5 ASSOCIATION.TRACT'E'SHALL BE MAINTAINED BY THE NINDWOOD HOMEOWNERS EAST,WILLAMETTE MERIDIAN.IN KING COUNTY,WASHINGTON,DESCRIBED AS FOLLOWS: 14.UCENSE TO CONSTRUCT,OPERATE AND MAINTAIN A LINE OF WIRES AND POLES FOR THE TRANSMISSION BEGNNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 11; OF ELECTRIC CURRENT THRU SAID PREMISES AND OTHER PROPERTY,SO LONG AS SAID POLE LINE SHALL THENCE SOUTH ALONG THE NEST UNE OF SAID SUBDIVISION.645 FEET TO THE TRUE POINT OF BEGINNING; BE USED FOR THE TRANSMISSION OF ELECTRIC CURRENT.AS GRANTED BY MARY C.KUNE.TO SNOQUALMIE THENCE EAST 1320 FEET.MORE OR LESS,TO THE EAST LINE OF SAID SUBDIVISION; FALLS POWER COMPANY,A WASHINGTON CORPORATION.DATED AUGUST 16,1899,IN VOLUME 245 OF DEEDS, PAGE 330,UNDER RECORDING NUMBER 183070,RECORDS OF SAID COUNTY. THENCE SOUTH.ALONG THE EAST UNE.675 FEET; THENCE WEST 660 FEET; 15.EASEMENT GRANTED TO PACIFIC TELEPHONE AND TELEGRAPH COMPANY.A CAUFORNIA CORPORATION.FOR THENCE NORTH 660 FEET; THE RIGHT TO PLACE.CONSTRUCT.OPERATE AND MAINTAIN.INSPECT.RECONSTRUCT,REPAIR,REPLACE AND THENCE NEST 660 FEET.MORE OR LESS.TO THE WEST UNE OF SAID SUBDIVISION; KEEP CLEAR AERIAL WIRES,CABLE FIXTURES.AND APPURTENANCES ATTACHED THERETO ACROSS THE THENCE NORTH,ALONG SAID WEST UNE.15 FEET TO THE TRUE POINT OF BEGINNING; SOUTHERLY PORTON OF PARCEL A DATED JUNE 5.1946 UNDER RECORDING NUMBER 3575586. EXCEPT THE WEST 30 FEET THEREOF FOR ROAD; (DESCRIPTION NOT SUFFICIENT TO DETERMINE EXACT LOCATION) EXCEPT ANY PORTON LYING WITHIN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER 16.RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY RESERVING OF SAID SECTION; AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS EXCEPT ANY PORTON LYING WITHIN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OR CONTAIN COAL OR IRON,AND ALSO THE USE AND THE RIGHT AND TILE TO NE USE OF SUCH SURFACE OF SAID SECTION. GROUND AS MAY BE NECASSARY FOR GROUND OPERATORS AND THE RIGHT OF SUCH ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS,INCLUDING LANDS CONTAINING COAL OR IRON,FOR THE PURPOSE EASEMENT PROVISIONS OF EXPLORING,DEVELOPING AND WORKING THE SAME. RECORDING NUMBER 66514 AN EASEMENT IS HEREBY GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY.WASHINGTON NATURAL GAS COMPANY. 17.THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE PROPERTY HEREIN DESCRIBED KING COUNTY WATER DISTRICT 90 U.S.NEST.ANO A CABLE T.V.COMPANY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, ADJACENT TO SE 128th STREET GRANTED TO KING COUNTY UNDER RECORDING NUMBER 5799278, UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINCNG THE STREET FRONTAGE O AU.LOTS AND TRACTS DATED OCTOBER 15,1964.(NOT PLOTTABLE) IN WHICH TO INSTALL,LAY,CONSTRUCT,RENEW,OPERATE AND MAINTAIN UNDERGROUND CONDUITS,CABLE,PIPELINE,AND WIRES /8.TRACT(S)A AND B LANDSCAPE HEREBY CONVEYED TO THE WWINDW000 HOMEOWNERS ASSOCIATION AND SHALL WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER BE MAINTAINED BY THE WINDWOOD HOMEOWNERS. PROPERTY NTH ELECTRIC,TELEPHONE.GAS,CABLE TV SERVICE,SEWER AND WATER,TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIME FOR THE PURPOSES STATED. 19.TRACT(S)D AND F RECREATION HEREBY CONVEYED TO THE WINDWVTOD HOMEOWNERS ASSOCIATION AND SHALL ALL LOTS SHALL BE SUBJECT TO AN EASEMENT 2.5 FEET IN WDTH.PARALLEL WITH AND ADJACENT TO ALL INTERIOR LOT BE MAINTAINED BY THE WINDW00D HOMEOWNERS. LINES AND 5 FEET IN WIDTH,PARALLEL WITH AND ADJACENT TO ALL REM LOT LINES FOR THE PURPOSE OF PRIVATE DRAINAGE. IN THE EVENT THE LOT UNES ARE ADJUSTED AFTER THE RECORDING OF THE PUT,THE EASEMENTS SHALL 20.TRACT*C.IS A DETENTION AREA TRACT,HEREBY CONVEYED TO THE CITY OF RENTON. MOVE WITH THE ADJUSTED LOT UNES. MAINTENANCE OF ALL PRIVATE DRAINAGE ON THIS PLAT SHALL BE THE RESPONSIBILTY 21.THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 22-40 AND TRACTS B AND N IS FOR TIE BENEFIT OF ALL LOTS DERIVING BENEFIT FROM SAID EASEMENT. NO STRUCTURE OTHER THAN FENCES SHALL BE CONSTRUCTED WITHIN OF LOTS 21-40 AND LOTS 21-40 SHALL BE RESPONSIBLE FOR NE MAINTENANCE,REPAIRS,AND THESE EASEMENTS. RECONSTRUCTON OF THAT PORTION OF THE STORM DRAINAGE SYTSTEM USED IN COMMON. 22.THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 10 AND FUTURE DEVELOPMENT TRACT Z IS FOR THE BENEFIT OF LOTS 10-20 AND FUTURE DEVELOPMENT TRACT Z AND SHALL BE RESPONSIBLE FOR THE MAINTENANCE.REPAIRS AND RECONSTRUCTION OF THAT PORTON OF THE STORM DRAINAGE SYSTEM USED IN COMMON. COVENANTS23.THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 8 AND 9 IS FOR THE BENEFIT OF FUTURE DEVELOPMENT TRACT Z AND FUTURE DEVELOPMENT TRACT Z SHALL BE RESPONSIBLE FOR THE MAINTENANCE.REPAIRS AND ALL LOTS AND TRACTS WITHIN THIS PLAT ARE SUBJECT TO THE COVENANTS RECORDED THE DAY OF RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYTSTEM USED IN COMMON. 19-UNDER RECORDING NO. RECORDS OF KING COUNTY,WASHINGTON. 24.THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 1-7 IS FOR THE BENEFIT OF LOTS 1-7 AND FUTURE DEVELOPMENT TRACT Z. LOTS 1-7 AND FUTURE DEVELOPMENT TRACT Z SHALL BE RESPONSIBLE FOR THE RESTRICTIONS MAINTENANCE,REPAIRS AND RECONSTRUCTION OF WHAT PORTON OF THE STORM DRAINAGE SYTSTEM USED IN COMMON. 25.AN UTIUTY EASEMENT IS HEREBY GRANTED TO WATER DISTRICT NO.90 UNDER AND UPON TRACT A. NO LOT OR PORTON OF A LOT IN THIS PUT SHALL BE DIVIDED AND SOLD OR RESOD OR OWNERSHIP CHANGED OR TRANSFERED WHEREBY THE OWNERSHIP OF ANY PORTON OF NIS PLAT SHALL BE LESS THAN THE AREA REQUIRED 26.AN UTILITY EASEMENT IS HEREBY GRANTED TO WATER DISTRICT NO.90 UNDER AND UPON TRACT'Cr. FOR THE USE DISTRICT IN WHICH LOCATED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED BUILDING SETBACK UNE.UNLESS OTHERWISE PROVIDED BY LAW. GENERAL NOTES 1.INSTRUMENTATION FOR THIS SURVEY WAS A I MINUTE THEODOLITE AND ELECTRONIC DISTANCE MEASURING UNIT.PROCEDURES USED IN NIS SURVEY WERE FIELD TRAVERSE,MEETING OR EXCEEDING STANDARDS SET BY INC 332-130-090. 2.PROPERTY CORNERS SHALL BE SET AS FOLLOWS UNLESS OTHERWISE SPECIFIED. A)SET 1/2'x 24-REBAR WITH CAP'LS NO.22335'AT A TWENTY-FOOT OFFSET FROM THE FRONT LOT CORNERS. B)LEAD AND TACKS ON CONCRETE CURB AT FRONT LOT UNE EXTENSIONS. C)SET 1/2'x 24'REBAR WITH CAP LS NO.22335'AT ALL REAR LOT CORNERS. 3.ALL BUILDING DOWNSPOUTS,FOOTING DRAINS,AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTORS OF THE DRAINS BUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL.. 4.DEDICATOR OF A SENSITIVE AREA TRACT SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH,SAFETY AND WELFARE.INCLUDING CONTROL OF SURFACE WATER AND EROSION.MAINTENANCE OF SLOPE STABILITY.ABD PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITVE AREA/TRACT SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT T6;THE TRACT/SENSITIVE AREA AND ALL TREES ANO OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER THE VEGETARON WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT.PRUNNED.COVERED BY.PILL;REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE RENTON DEVELOPMENT SERVICES DIVISION.UNLESS:OTHERWMSE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACl/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY'MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF CITY OF RENTON PRIOR TO ANY CLEARING,GRADING,BUILDING CONSTRUCTION OF OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSED ACTIVATES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUIDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15 FOOT BUILDING SETBACK UNE. UNLESS OTHERWISE PROVIDED BY LAW. 5.THE HOUSE ADDRESS SYSTEM•FOR THIS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN THE RANGE OF ' TO AND WITHIN ME RANGE OF TO FOR THE EAST-WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH RENTON,DEVELOPMENT SERVICES DIVISION. PHI-ILK , T. O 4•b B ATES �w WAb 11814 115.AVENUE NE KIRKLAND.WA 9805< .m K (425)821-8448•(425)821-3481 FAX • JOB NO 95-243 22335 Tv. �FtB j0 SHEET 2 OF 5 ExPwES.10/19/99 WINDWOOD VOL/PG DrESION POR W 1/2 SW 1/4 SECTION 11,TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M. CITY OF RENTON KING COUNTY,WASHINGTON APPROVALS DEDICATION CfTY OF RENTON APPROVALS CITY OF RENTON PLANNING/BUILDING/PUBUC WORKS DEPARTMENT KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN EXAMINED AND APPROVED THIS— DAY OF , 19 . THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBUC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBUC PURPOSES NOT INCONSISTENT WITH THE USE ADMINISTRATOR 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 CRY OF RENTON CRY COUNCL GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE EXAMINED AND APPROVED THIS — DAY OF , 19 PUBUC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBUC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT UMITED TO PARKS,OPEN SPACE,UTILITIES AND ATTEST DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT MAYOR CLERK OF THE COUNCIL AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBUC. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED,WAIVE FOR CRY OF RENTON THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST CITY OF BELLEVUE,ITS EXAMINED AND APPROVED THIS DAY OF , 19 . SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED TO THE ADJACENT LANDS OF THIS SUBDIVISION BY THE ESTABUSHMENT, CONSTRUCTION,OR MAINTENANCE OF ROADS WITHIN THIS SUBDIVISION. HEARING EXAMINER FURTHER AGREE TO HOLD THE CITY OF RENTON AND ANY GOVERNMENTAL AUTHORITY HARMLESS, INCLUDING THE COST OF DEFENSE, IF ANY,FROM ANY DAMAGES TO PERSONS OR EXAMINED AND APPROVED THIS— DAY OF , 19 . PROPERTY WITHIN OR WITHOUT THIS SUBDIVISION RESULTING FROM THE ALTERATION OF THE GROUND SURFACE, VEGETATION, DRAINAGE,OR SURFACE OR SUB-SURFACE WATER FLOW, OR IN ANY FASHION CAUSED BY THE APPROVAL OR CONSTRUCTION OF THIS SUBDIVISION. TRANSPORTATION SYSTEMS MANAGER 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. CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. --- ---- - I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL CENTEX REAL ESTATE CORPORATION SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREON DDAYE DEDICATED FOR STREETS, ALLEYS OR OTHER PUBUC USES A WASHINGTON CORPORATION ARE PAID IN FULLTHIS— BY: BY: ITS: ITS: FINANCE DIRECTOR KING COUNTY APPROVAL BY: BY: SEATTLE / KING COUNTY HEALTH DEPARTMENT ITS: ITS: EXAMINED AND APPROVED THIS — DAY OF , 19 . ACKNOWLEDGMENTS ENVIRONMENTAL HEALTH DIVISION STATE OF WASHINGTON KING COUNTY FINANCE DIVISION CER11RCATE COUNTY OF___ __ I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT CONTAINED, DEDICATED AS STREETS,ALLEYS OR OTHER PUBUC USE ARE PAID IN FULL. AND SIGNED THIS INSTRUMENT,ON OATH STATED THIS DAY OF 19 THAT THEY WERE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE AND OF CENTEX REAL ESTATE CORPORATION, A WASHINGTON CORPORATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DIRECTOR - DEPUTY DATED DEPARTMENT OF A888313MENT8S EXAMINED AND APPROVED THIS — DAY OF , 19 SIGNATURE OF NOTARY PUBLIC________________—_ TITLE ____ KING COUNTY ASSESSOR DEPUTY ASSESSOR MY APPOINTMENT EXPIRES COUNTY RECORDING OFFICIAL'S INFORMATION BLOCK(WAC 332-130-050) LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF WINDWOOD, DIVISION NO. 1 IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 11, TOWNSHIP 23 NORTH,RANGE 5 EAST, W.M., AS REQUIRED BY STATE STATUTES; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN STATE OF WASHINGTON THEREON CORRECTLY; THAT THE MONUMENTS SHALL BE SET AND LOT AND BLOCK CORNERS COUNTY OF SHALL BE STAKED CORRECTLY ON THE GROUND, EXCEPT AS NOTED, THAT I FULLY COMPUED WITH PROVISIONS OF THE STATE AND LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ , •'Y••��uN AND SIGNED THIS INSTRUMENT, ON OATH STATED 0,0 D.P4g'Vi,Ya THAT THEY WERE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE AND `.; :T. x AU,PROFESSIONAL LAND OF CENTEX REAL ESTATE CORPORATION, A WASHINGTON CORPORATION, TO BE THE FREE AND /,'. ; /, S Y ERTIFICATE NO. 22335 VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. ` - TRIAD A OCIATES • . 11814 1151H AVE. NE. •�{ KIRKLAND,WASHINGTON 98034 DATED ExPgES:10/19/99 ,6Il-/95 PHONE: (425) 821-8448 SIGNATURE OF NOTARY PUBUC___ RECORDING CERTIFICATE TITLE FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY THIS__ DAY OF 19_AT MINUTES PAST__M. AND RECORDED IN MY APPOINTMENT EXPIRES VOLUME_ OF PLATS,PAGE(S) _,RECORDS OF KING ` COUNTY,WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS PH1-ILK PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF r- r SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST,WILLAMETTE MERIDIAN, 4Bcms IN CITY OF RENTON, KING COUNTY, WASHINGTON 11814 115th AVENUE NE KIRKLAND.WA 98034 JOB NO 95-243 SHEET 1 OF 5 (425)821-8448 (425)821-3481 FAX WINDWOOD VOL/PG ITEMOR '11 PORTION W1/2 SW 14 SECTION 11,TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M. CITY OF RENTON KING COUNTY,WASHINGTON SEE SHEET 3 -. . N87'54'271W 218.96' SE 124th^Z5 14 'STREET r - n87x'27'W m 'A I o9.91' .IC�- S u 109.06'--2 _ 4. n a A " _ _ B1.B3 , `,R 4M19 _- 59.10' J. ---- �_. 5,997 SOFT. I fy,9* 0n20' 20' 6,814 SOFT. ^ 3189'45'16'W - 1 89.90' '�y� N89'45'16•W 0 t 1 LJ 22 I 89.00' l " 4=. 5.395 SOFT. 21 g __ 19 m I N89'45'18'W ' 5.340 SOFT. f.,'" 89.92' I N89'45'16'W • SCALE: 1"=50' a I 23 89 00' o I 5,396 SOFT. W g 0' 25' SO' 100' '°I 21 2 8 18 8 I 2 5,340 sO.FT. g r N89'45'16.W p 8994' o GRAPHIC SCALE �{ nl 58945'16"W 24 LJ 89.00' g 5397 SOFT g m BASIS OF BEARINGS m 02 8 l:l 17 g SEE SHEET 3 OF 5 N89'45'16•W m 5.340 SOFT. S �^ 89.97' /2 N89'45'16'W io - 25 W 89.00' '1 g 5.399 SOFT. g CO m 21 m W 8 16 trA N89'45'16'W = g5,340 SOFT. o Pi 89.99' Z m m C774 N89'45'16'W g 26 8 < 89.00' • 5.400 SOFT. 0 6 z $ 15 $ N89'45Y8'W v m 5.340 SOFT. 90.02' N89'45'16'W 27 89.00' g 5,402 SOFT. 8 W „ n 21 S I 8 14 g 0 to N89'45'16'W g 5,340 SOFT. W Z 90.04' < N89'45'16'W W CO 8 28 \-'l (g g 89.00' 5.403 SOFT. W $ n $ 8 13 8 Z EASEMENT LEGEND s.340 son..N89'45'16.8 m m Z j 9007' 20'I 20' W Q Ol -10'PRIVATE UTILITY EASEMENT 5894516-W2 29 84.00' Q O-10 PRIVATE STORM DRAINAGE 8 EASEMENT 13 o 5.405 SOFT. ' ;(L.-- O-10'PRIVATE DRAINAGE EASEMENT m O ci g 12 m (A 2 0-IS-PUBLIC DRAINAGE SYSTEM N89'45'16'W '•• 5,340 SOFT. 1A EASEMENT 90.09' r` NB5'38'34'E N 39.0 6�W O-15'PUBLIC SANITARY SEWER N89'45'18%4 N89'4516'W 307.00' 40.13' 89.00' 89.00' I - EASEMENT g 30 g 89.00' i `, I 89.00' I I 89.00' 1 89.00' 1 W 1• 0 REFERENCE GENERAL NOTES ON m 21 m 8 Y g 1 ) 16 20' 20' 81 11J 1 S 12 18 1 7 SHEET z of 5 a t1` I 10 1 I 9 I:81 8 .4 1 20 20' S 8 0d N89'45Y 8'W Q 4 + o Q`I _ a La FOR SPECIAL REFERENCED NOTES !i \ 00 4:."Z 24 -I.. 4.85 �_ni 22 �1520 • ♦ 14,t,�.• 13 2 I o^I 23 J y7 I '� OR GENERAL NOTES SEE SHEET 90.11' t°�h' a JJQ'j r1 � `y JJQ7' o. N89'45'16'W 2 OF 5 8 31 lO P59^ 60.00' - II- 60.00' -- g P'4 - 60.00' 1-41 60.ar - • 89.00' p_ �9� 8 G� $ 21 4),330 7J7s • 218 ar - 21800 _ 8 3 6 8 -- •T3' 1 N8945118'W R 136.ar N89'45'16'W \^ SE 12G I m 24 90.14' I 4 m 01 _ N89'1516'W 0) to I _ \ \ \ g + 89.00' b 32 1 SEEI SHEET 4\ \I A i 5 PH1-5115 o ASSOCIATESTI Pf`bQ WA9d F�L x. 11814 1151M1 AVENUE NE•KIRKLAND,WA 98034 Y (425)821-8448•(425)821-3481 FAX 0 JOB NO 95-243 0• egr�°;a`'�� f•. SHEET 5 OF 5 ,EXPRES:10/19/99 WIND W O O D voLiP. DRdO3_ 1 PORTION W1/2 SW 1/4 SECTION 11,TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M. CfTY OF RENTON KING COUNTY,WASHINGTON 2 E=Q' N 1/4 CORNER _�11 FND 1 1/2'IRON PIPE re/WOOD PLUG&TACK (10-B9) IF W 1/4 CORNER f FWD CCNC MON /L 'R EAD K DOWN 1.5' T (10-89) N8727'2rW 10. 11 4l 654.1e -- 2619.41' 5201.90' - 1 1 I 654.85' -Tc_ 2582.19' -32 r1 (I_N.,M87'27.2rW 1280.20• I E 1/4 CORNER JI FND CASED CONC MON /3"DISC A PUNCH MARK vi eI kti Z N8rz727"W 825.09. I I NORTH UNE I" `I O' 4 SW4NW4SW4 . DETAIL I I AIM ffellk N8727'27'W 1280.20' a. N 7'27 27 W 625.09 I \ NORTH LINE SWRNW4SW4 I�•� SCALE: r =200' n j I ::-1 „ 0' 1l�' 400' F. (SEE NOTE) -I-S n 'i2 xi I m GRAPHIC SCALE IN P vR� R" BASS OF BEARINGS I rprpO§ r 3\ - Car OF RENTON CONTROL FOR THE SOUTH UNE OF THE �� N8754'27'W SOUTHEAST QUARTER OF SECTION 10,MP 23 N.ROE S E. M - �w\ W.M.,AS NORTH 8822'19"NEST SE 124TN Z I 218.96' -�1I \�` c. r_�____ ' ' I n NOTE O T MI K------T-_-- - FENCES ON PARCEL"O" HEREON AS SHOWN ON RECORD OF I r o SURVEY ON nu IN BOOK 17 OF SURVEYS,AT PAGE 275, I Ili i I 1 J" UNDER RECORDING NO.7904239005,RECORDS OF KING CO.,WA. 1, iIr I 'W' 1<1 I II 51 I R i -1 ; t 'Si S g 1 V — u' �'I•1 i .. ±' L. 70' N85'38'3i E1 n N89'45'16"W -i3 I )` Mi—� 307.00' Ir — —� — — , ) ( — — — — — — _ — wI I a - a I 0 125.04' JT _ — N8921'27'W DISC SURFACE MON I I I 0 0 I /PUNCH MARK 14 S 1/4 CORNER (10-95) ' WY OF RENTON I I Z h FND BRASS SURFACE 110N NO.1851 I 10 11— a� - MON(10-89) 2623.83' .l — T780.62' �. L _ S�'�_330.35_ 1j ♦_ —L N6ez2'1s"w 15 14 T N882r2rW - - — — . — 1311.Ir �11= 128th p� p 262255'MEAS 2622.33' 26224e . T ' ® �SW CORNER SE STREE1 - 14 FND KING CO.3"BRASS SURFACE MON w/PUNCH MARK(10-95) WY OF RENTON MON NO 1852) SECTION SUBDNISION A�S mem° "'� VAMMMW DATUM-NAVD 83/91(BASED ON TIES TO CITY OF RENTON MONUMENTS 1851 AND 1852) 11814 11515 AVENUE NE•KIRKLAND.WA 98034 �: (425)821-8448•(425)821-3481 FAX , P 22335 JOB NO 95-243 \feTe} ;P`:�¢ SHEET 3 OF 5 +4L/19 `ExPWES.10/19/99 . WIND W O O D VOL/PG PORTION W 1/2 SW 1/4 SECTION 11,TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON KING COUNTY,WASHINGTON SEE SHEET 5 TRACT Z Q- 29 n W FUTURE DEVELOPMENT I 20' 10 12 E. N N89.45.16•w I _ 90.09' I 4 W N89'45'16•W W NB9'45'16'W D 307.00' I 30 1 it 0) 6a.00' 1 2 89.ar 1 ZN85'36'34 E 89.00' e9..• 89.00 4413 ns0o 8 9.4a6 w.FT. I 8 » W I f0 I > 8 grO o.Fr. j 3 �8 $ zo' 20 j 7 -5.4'. SCALE' 1. _50 r I i° I W 6.049 SO.F7. A• 1 6,049 SOFT. 1' Q :I 8 e,oa9 SOFT. 1 S I 3,340 SOFT.w g v 23 I'o I 0• 25' 50' 100 $ N89-45'16.W 1 Z YI zz cN•a- zo 1 O 1$^1 z3 �.� - $I za 8.1 90.11' I + R�v.�.„. §'i), _ _ 'U�Q7 v•�6- I 4 00. ' NBR'AE16'w -� I� Q 8 4b� Bo - 60.00--- T P �`-----�- ----- ry 89.00' GRAPHIC SCALE 8 5.406 SOFT. - _ P g 60.00' 60.ar M1'' I ta At r 4,o� I ri - 21800 - - 21aao' _ 81 5.340 SOFT. G N89'45'16'W L`!3S• i w N89'45'I6'W SE 126th STREET IJB00 a , m1 24 r 90.14' 11 r - I § BASIS OF BEARINGS I .V4i 74.50 .G. \ 213.91 47.45 c R? § N89.45.16'W Z SEE SHET 3 OF 5 3 I R4'‘„,,,O.,,,‘. '� 9 0�' \\� \ •as A. 89.00 8 32 p.0952'27' 9 w`ST;• $'.' N00'14 N'E \'W - 8 5.5199SSO.FT. L-60.12' •0q•2O•ER ?%,J �n Oq`� I 5 7.}. x1 N63 16 t ri 8• 5.340 SOFT. •g N89'45'16'W I ?I '$ j1 •e 95.58' ` 19 c 33 I1 TRACT D''N- /3 ebb N89-a6.16-w 8 6,167 SOFT. A.1°'11'Re• RECREATIONAL o ��. moo 21 L.a3;' xo zo 15.409 SOFT. TRACT f n 4 Q $ 4 4.e' 1rp SENSITIVE AREA c.1R 13 0 5.340 SOFT. $ N89'45'18'91 \ P 4�J , 54,309 SOFT. $Q-A z4 111.90' , N 3 (( N89.45.16'W 34 +10 o., a�v A 89.00 8 6.896 SOFT. T .$06 . nN 8 .to S,VgYA \ O^2 g �d• -. xI $ 5,340 SOFT. • N89'45'16'W N6 A6' IJ ti -,`� 24 .• -"N.)) �� �_85.oz' 1 `•tS, SEE ASEMENT lbw r t.1' 35 4 64x1A\ DETN.'A' a;,�K B64 .1:* N8 „8'W EASEIAENT LEGEND 9.000 SOFT. � .0 +�►r/9 P' �*v4 � \ s j 2 n Oi -10'PPoVATE uTUTr uSEMENr 125.04' � � .'� {7 Ca 4.�� / . TRACT "F" g I 5.340 SO.FT. 8 ens MFviiiE sraRM ORAwACE N882t2 W Ny /d+f^Z < Oi,.�• °,>� ' eQ Fe RECREATIONAL I 24 0.f 10 MD REBAR w/C� i y, 41\ ♦v E ? .6� �' 29,674 SOFT. I N89'u'18'W O-10'PRIVATE DRAINAGE EASEMENT 'NCO 6422' J��/ I " 8. \y•. V" _ `"T0 13 4,' I 111 89.•• -lo O EASEMENT DRAINAGE SYSTEM N 0.17.E 0.21' I �y4 6"1�� m ro i 24 • _ _ \ ,.4. A 8 Q� 20• 30• 'I O© O OS -15'PUBLIC SANITARY XWER TRACT B r© O v \ "" .. // !':$ <4S/?J. 1 �j2 1 EASEMENT LANDSCAPE/ACCESS t 8r 36 \\ S1 A .L b?6 4s• P` sA,,-- 5.179 SOFT.'O ©-10'v 10'UTILITY EASEMENT 3.300 SOFT. fo® .[5 n 6.775 SOFT. j N, " •��' 63.87' ajP 60.00' z 21 A,y9 4. \� \ o ID N O-REFERENCE GENERAL NOTES CH a ♦v �y _N8821'27'W N89'a5Y6'W SHEET 2 OF 5 ? V Fe \.Nm\ it 1.26' 114.OB' ,Ti. 109.00' 1.3' -',•I' y 1,, 37 .tv I� - (4 it.: n FOR SPECIAL REFERENCED NOTES •,�A c , 4,8? 6.806 SOFT. 8LQ ' �"- µ___ C. 57.05 _ �� ? h� ORS GENERAL NOTES SEE SHEET N88Z1'27'w z1 8. c J Nr NF o '�- ,,u.? J _ �ry 4.9 51.40 n g•: 4 ^N �' L. 0J' PP-POWER POLE ""• •'•� Zm l RJ6 ?'1' .4• 4 E J 49.J1' g= o. ?eN6,6• 38 g 4 W: W L. TP- E ER d E POLE 6.eae sD.Fr. m v 6SEE 61.2T ri ��V : • 4 40 V 'O DETNI'8'ENT N86'N'OD'E N68y127 w f 41.8j. 21 i 39 ,8 8 6.364 SOFT. ,.8 ' .1 pp fO ; 4I6 'J8W 1/6 6.698 SOFT. 2 Zx ,-y 44 4ea h R d 4 s ,1 o 6 . w 2�b N78y'61' lI.BI' P,'8. O ypi n• u _ W 8� p 72.36' ti m ''TRACT A 3 PP J39 W' -.39N W N88.0848 W t LANDSCAPE n4 z z 6 MI JI�/C 7 13.98!SOFT. � .g TRACT "N' 4'.4 '. 4L� _ AND REFUSE BUS STCP SHELTER La LECTWN O LANDSCAPE 7 Q YZ'J•� 6.n: EASEMENT r TRACT "C" 3.201 w.Fr. yo T7 3 A m- /, 3.So_ „ a. 6.91 L� F Z i' 4, N88•212TW 8 DETENTION R>e Z. G N• 0 I � � 66.620 SOFT. v8 P m'- 'P" 71i $. SEE BUS STOP SHELTER 4 g r13 N A�EMET,T 8.1' I AND REFUSE.' EFUSE COLLECTION 4 % -DETAIL'C' 15 GENT DETA� a ;'S FRO REBAR w/CAP T T 15'I T OWING T T OVERHEAD T UNE T �� /4t .� a O®� E"HOG 0.1j'/22.15'ME PUBLIC 5.00' Net171'2Yw 61.2Y ,,p - ' ED DRAINAGE EASEMENT 265.l1' N86'N'00'E 13.60' a.` P +,_ J EXISTING pp P I. -.. __^PP P' OVERHEAD P-N88'21 27 W O t'', pr�9 .�1E LINE P P 'P _- 1 ,0 11 I'' SE 128th STREET PP " ;g P PP END BROKEN BRASS SURFACE 780.62' �r O S1 MON FOR N 1/1 SEC I4-23-5 ♦52,73• OTY OF RENTON CONTROL NO 15 14 • N88'21'2TW 2622.55'(MEAS) - - __77,79• 'I 2103(FND 10-95) --\ n 1=1 FND 3'FLIT BRASS DISC IN COLIC AT 6 25 14 w1ERSECTION OF SE 128th STREET AND © y02.30Y6' 148th AVENUE SE,CITY OF RENTON N•4. '_.. R.29.00' N8315.51'E 0 °M1 5i• coNTRa No.1652(FND,o-as) ,,�5` ,y''(p L.1.27 912 ;c.01-42.o2. n_ Y T 1 < 0 I p•337.00' R.ar42'JB' N6T32'37'E 00?.. !Lh O `.. e'%••a'°'Oe Q \R-3 90 L.Sar2 19a.lA-o12z1s- ocaii eyi•., 5A ,.:4- ,,,,P' c.olz6'sz' IR-sle.00' k� /./� yo• .' R.N7.00' �S.N•E y09.46'46' �L�10.00' X a�•t 50• L�8.73' R.p 00' 9.55 11814 115t1'AVENUE NE•KIRKLAND,WA 98034 T, d SaOpO' � L.4.9Y NBTJ2'37'E (425)821-8448•(425)821-3481 FAX 22J55�, `� JOB NO 95-243 s!",:q O EASEMENT DETAIL'A' EASEMENT DETAIL'B' EASEMENT DETAIL'C C °"+N'�+�` SCALE NONE SCALE: NONE SCALE;NONE SHEET 4 OF 5J 4.EI'PIRE..10/19/99 , ... ................................,...... ...• .• .... ..... ... ... .... . -.Z ..M.... 1 7.— m- All.:.."-...t.tn.•,:•;„nn ..-' 1 17 .-'T'—'•ow,ir .. :-,, .„,,,, n i!,_ , • , la-... 3•:,41 WU ' I - ' ‘,6124.1.11Z.MI*. '4 .7W11 C• .. „.__.:...gigA64.- IIPPM:111111, . li ''''1 3 ..-2, . Vri UNNWN " ,. ' - ' N .., , . , . 4 1 . . . Aggyilime li i iiim 1,__, 1 I : 1 . ,1 _._.. maS7q, NZ., / nopmili i krpx _. _ •,, • • ,,,, .„,. „.. , --; '.--- - [------ — 44,;.7.0; W.f., -Zi•"--14,,.. •1 I 1, , -11 i ... • 011 -.. . _i_____k_ __—____:.1,1U. • al i•_ 1 o ' - * I 1"---4-1 % ZI 0 , OF 110.01‘ II COY OF REM. a • , • T— -,2111011•100•WITY',„ 1 il r„ , -,,' . • 1-72:11.'L 1 ' -- .: - ,' . 155 AVE E , , _, th :, ;•mo4‘1 Ilrj,, , i 1,_ _,N)s,, . 1 56, AVE SE -Tr . ' ',1-- ..:_, ..... _ f, 0 •_____, , ,..i.,, . •:. . . ___- IL 71 oon"'''..-1 a ' ' I ^ , Or .4 :i;; , ,111h I r . •I•k , ,,,,..a. i Ic•.,_-_-,_ Era --- )i .ch4• _ii 1,10, .17_IN* , 114 r ,i_Wtm=i - Igi I . D _ I i lilifir ri MeIGIR.0.000 OE TAM.s. 44411110 i I lb ll 1-r,I p ti . wiNDWOOD 011111 1114.011.10M III ll • • r T=• ,� mt- } }J = , fir a k mitt �., LL F.is el y m : I �� I '! I : ; j i' (� o 1 Or . 1 l', tss: m 1 , 1'I e,,' _" 155"' AVE SE . --- / . L ' ' (v 156th AVE SE . _ / i•ta is;• ( ..__ —�^ �.�. m an`8 „ '+----.,.ram �+ r ?tr.om , , 1 .. ,, 1 PO it I,. 1 III. 11;11111F i xe,cHeoxHoro orr�rz uAv iIl ys,jtof 6 1111, i1 1 WINDWOOD �(i(j►({ Nllpll 1 Ft9 l7 o ? y Return Address: City of Renton City Clerks Office 20031230002162 1055 S Grady Way Renton, WA 98055 CITY OF RENTON AFF 21.00 PAGE001 OF 003 KING COUNTY16UA4 WASHINGTON STATE RECORDER'S COVER SHEET DOCUMENT TITLE: AFFIDAVIT OF MINOR CORRECTION OF FINAL PLAT REFERENCE NUMBER OF DOCUMENTS ASSIGNED OR RELEASED: PAGE 1 OF 1 GRANTOR Gregory T. Juneau/Triad Associates GRANTEE Centex Homes,A Nevada General Partnership LEGAL DESCRIPTION: TRACTS A, N, AND B OF WINDWOOD DIVISION 1, VOL 192, PAGES 80 TO 85, KING COUNTY WASHINGTON ASSESSOR'S PROPERTY TAX PARCEVACCOUNT NUMBER: TRACT A-9477920300 TRACT N-9477920300 TRACT B- 9477940510 AOC3- O 13'7 AFFIDAVIT OF MINOR CORRECTION OF FINAL PLAT TO: KING COUNTY AUDITOR SW 1/4 SEC 11, T. 23N, R. 5E W.M. KING COUNTY, WASHINGTON CITY OF RENTON LUA-99-094-FP I, GREGORY T. JUNEAU, being first duly sworn on oath, deposes and says That I am a Professional Land Surveyor; that I made a survey of land comprising the plat of WINDWOOD DIVISION 1 for CENTEX HOMES, which document was recorded on the 22nd day of DECEMBER, 1999, in book 192 on page(s) 80-85, Recording Number 19991222001199, Records of KING County Auditors Office, KING COUNTY, Washington, said document being a FINAL PLAT. That there being a minor survey, spelling, mathematical or drafting error, or omitted signature which does not in anyway materially subvert the approval of the original document by changing lot areas so as to affect zoning approvals, easements, conditions of approval or access roadways, the affiant approved the following change to the aforementioned recording as follows: To Wit: On sheet 2 of 6, in the general notes there was a drafting omission and is shown incorrectly as follows: 10. TRACTS "A"AND"N" LANDSCAPE HEREBY CONVEYED TO THE WINDWOOD HOMEOWNERS ASSOCIATION AND SHALL BE MAINTAINED BY THE WINDWOOD HOMEOWNERS ASSOCIATION. CORRECTED AS FOLLOWS: 10. TRACTS "A"AND "N" LANDSCAPE AND TRACT"B" LANDSCAPE/ACCESS TRACT HEREBY CONVEYED TO THE WINDWOOD HOMEOWNERS ASSOCIATION AND SHALL BE MAINTAINED BY THE WINDWOOD HOMEOWNERS ASSOCIATION. THE FOLLOWING NOTE WAS OMITTED AND IS CORRECTED AS FOLLOWS: 14. A ni IDI CC\A/ D =AC h/1 MMT Is I-IFRFRY ffNVFYFfl TO THE CITY OF RENTON OVER, (E66I. 'Sl ieW) 080L-t70986 dM'e1dw/c10 `090Lb xo9 •O'd `001,40 Aemns spuei o!ignd 'saoanose leanleN;o idea a;e;s •ysem ay;o;„(0)(E)090-0E1,-ZEE OVM,Jed Adoo auo ep!noJd '3011.A0 21011anv AINf100 :310N ZJole6ed 1TY OF RENTON �a BOARD OF PUBLIC WORKS ru Jesse Tanner, Mayor January 11, 2001 CENTEX HOMES Fred Armstrong 2320 130th Ave.N.E.,Suite 200 Bellevue,WA 98005 Re: Windwood Deferral of Nile Ave. and N.E.4th St.Improvements Dear Mr. Armstrong: The Board of Public Works met on January 3,2001,to consider your application request to transfer the security device in the amount of$75,683.00 from Windwood Division I and III to Division II. This will cover improvements not completed in Division II for: 1)minor widening on N.E.4th St.and 2)600 LF of 12"storm drain,and re-channelization. Improvements incomplete in Nile Avenue(148th Ave.)are pending the completion of the Maplewood improvements. The Board voted to grant your request to move the security device from Windwood,Division I and III,to Division II for 90 days,until April 10,2001. Once the improvements have been installed and inspected,then written documentation shall be submitted for the record and the security device will subsequently be released. If you have any further questions or concerns,please contact Paul Lumbert, Board Coordinator, at (425)430-7304. Sincerely, Mickie Flanagan,Recording Secre Cc: Board Members Paul Lumbert LUA File Tracy Schuld,Finance RfTCIIVID JAN 1 2 2001 BUILDING DIVISION 1055 South Grady Way-Renton, Washington 98055 (425)430-7204 Facsimile (425)430-7241 2 CITY OF RENTON C E N T E X HOMES PUBLIC WORKS ADMIN. Washington State MEMORANDUM TO: Mr. Paul Lumbert Hand Delivered City of Renton FROM: Fred Armstrong SUBJECT: Windwood Deferral of Nile Avenue &NE 4th Street Improvements. DATE: Friday, December 29, 2000 On May 10, 2000 the Renton Public Works Board approved a Deferral for Division II of Windwood. The work that is the subject of that Deferral has been completed and inspected. Furthermore, the Division I and Division III improvements have been completed and inspected. Improvements on NE 4th,minor widening and about 600 LF of 12" storm drain and re- channelization have been started and are expected to be completed by the middle of January, 2001, weather permitting. The improvements in Nile Avenue (148th Avenue) are on the same schedule as NE 4th. As we discussed, certain of these improvements as well as the streetlight on NE 4th are delayed pending the completion of the Maplewood Improvements. We propose the City of Renton retain the Deferral deposit posted for Division II in the amount of$75,683.00 until we complete these improvements on Nile and NE 4th Street. Attached is our estimate of the improvements remaining to be completed as of December 29, 2000 total (at 150% of cost) $72,015.75. Please present this to the Public Works Board for approval at your January 3rd meeting. 2320 130th Avenue Northeast, Suite 200 Bellevue,Washington 98005 (425) 882-3611 Fax(425)883-3448 • F-619-o 9V • Return Address: City Clerk's Office City of Renton 1055 South Grady Way ; ; :;; KINGCOUNTY, WA llh//II//Iih//ih//ih//ihI/////III/II//iIih//ih//ih//I////////Iih/ii////ITY OF RENTON BS 9.00 BILL OF SALE Property Tax Parcel Number: Rig h f_ o4 _ Wa.y Project File#: ' —2790 Street Intersection: F!e LH+ S t- a —Grantor(s): Grantee(s): CENTEX HOMES 1. City of Renton, a Municipal Corporation The Grantor,es named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the Grantee,as named above,the following described personal property now located at: in NE 4th Street from Duvall Avenue to Rosario Avenue NE. in the City of Renton,County of King and State of Washington,to-wit: 24—inch Sanitary Sewer Extension including all appurtances. 0 By this conveyance,Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person 0 or persons,whomsoever,lawfully claiming or to claim the same. This conveyance shall bind the heirs,executors, o adminis ators and assigns forever. IN WI SS WHEREOF,I ve hereunto set my hand and seal the day and year as written below. Notary Seal must be within box INDIVIDUAL FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON )ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: -02,000-0r903 H:IFORMSIKCRECORA\BOS.DOC\bh Page 1 Fit AI Board of Public Works C16 — 0q4 t F v October 27, 1999 Page 2 Action: Moved by Christensen,seconded by Gray,to table this review until a determination can be made as to whether King County or the City has the authority to defer the improvements on S. 132nd St. (County designation), or otherwise known as N.W. 2nd St. (City designation). Motion Carried. • ON/OFF-SITE DEFERRAL, WINDWOOD DIVISION I, N.E. 4th St. (5900-6000 Block) - applicant requests a deferral of sidewalks and final lift of asphalt. O I��\ Action: Following a brief discussion, it was Moved by Christensen,seconded �1 by Gerber to grant a deferral for a period of 6 months to complete sidewalks, final lift of asphalt(2"Class B), fine tuning details of the detention pond, and storm sewer/water main completion in N.E.4th PI. to N.E. 5th/Quincy Ave., subject to the following conditions: 1) That the sidewalk improvements be installed in front of the homes prior to occupancy; and 2)that a security device be posted in the amount of$143,150.55 (150%of the cost of improvements). Motion Carried. '1 • OFF-SITE DEFERRAL, SYLVIA SHORT PLAT, Renton Ave. S. and S. 7th St. - applicant requests a deferral for curb, gutter, sidewalks, storm drainage, street paving and street lights. Discussion: The Board has concerns with the steep slope (23%)on S. 7th St., storm water run off entering the lots due to the slopes and lack of sidewalks on the plats adjacent street frontages and the fact that it also slopes to the south. Action: Moved by Christensen,seconded by Gerber to deny the request for deferral of street widening, installation of curb, gutters and sidewalks, storm system and street lights along S. 7th St. and Renton Ave. S. Motion Carried. 3. ADJOURNMENT: Chair Hanson adjourned the meeting at 9:15 a.m. CITN )F RENTON iM'," City Clerk Jesse Tanner,Mayor Marilyn J.Petersen November 30, 1999 Mr. Bill Dunlap Triad Associates 11814 - 115th Avenue NE Kirkland, WA 98034 Re: Resolution No. 3423, Approving Windwood Phase I Final Plat, File No. FP-99-094 Dear Mr. Dunlap: The copy of Resolution No. 3423 mailed to you last week contained the wrong legal description and map. Please replace it with the enclosed corrected resolution. If I can provide additional assistance or information, please feel free to call. Sincerely, - .a Maril / 11, -rsen City Clerk/ able Manager 1055 South Grady Way - Renton, Washington 98055 - (425)430-6510 / FAX(425)430-6516 ®This paper contains 50%recycled material,20%post consumer CITE RENTON ••al City Clerk Jesse Tanner,Mayor Marilyn J. Petersen November 23, 1999 Mr. Bill Dunlap Triad Associates 11814 - 115th Avenue NE Kirkland, WA 98034 Re: Windwood Phase 1 Final Plat, File No. FP-99-094 Dear Mr. Dunlap: At its regular meeting of November 22, 1999, the Renton City Council adopted Resolution No. 3423, approving the referenced final plat. A copy of the resolution is enclosed for your records. If I can provide additional assistance or information, please feel free to call. Sincerely, Marilyn . Pet en City Clerk/Cable Manager cc: Mayor Jesse Tanner Council President King Parker Kayren Kittrick, Development Services Centex Homes 1055 South Grady Way - Renton, Washington 98055 - (425)430-6510 / FAX(425)430-6516 fe /1-oey CITY OF RENTON, WASHINGTON RESOLUTION NO. 3 4 2 3 A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, APPROVING FINAL PLAT (WINDWOOD, DIVISION 1/CENTEX HOMES; FILE NO. LUA- 99-094, FP). WHEREAS, a petition for the approval of a final plat for the subdivision of a certain tract of land as hereinafter more particularly described, located within the City of Renton, has heretofore been duly approved by the Planning/Building/Public Works Department;and WHEREAS, after due investigation the Administrator of the Planning/Building/Public Works Department has considered and recommended the approval of said final plat, and such approval being deemed proper and advisable and in the public interest; and WHEREAS, the City Council has determined that appropriate provisions are made for the public health, safety, and general welfare and for such open spaces, drainage ways, streets or roads, alleys, other public ways, transit stops, potable water supplies, sanitary wastes, parks and recreation, playgrounds, schools and schoolgrounds and all other relevant facts, including sidewalks and other planning features that assure safe walking conditions for students who only walk to and from school; and WHEREAS, the City Council has determined that the public use and interest will be served by the platting of such subdivision and dedication; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SECTION I. The final plat heretofore submitted and approved by the Planning/Building/Public Works Department pertaining to the following described real estate, to wit: See Exhibit "A" attached hereto and made a part hereof as if fully set forth 1 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE A (Continued) Order No.: 430638 Your No.: RIBERA-BALKO ENTERPRISES LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) PARCEL A: THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 378 .8 FEET OF THE WEST 125.00 FEET THEREOF; AND EXCEPT THE SOUTH 42 FEET OF THE REMAINDER THEREOF AS CONVEYED TO KING COUNTY UNDER RECORDING NUMBER 5799278 FOR SOUTHEAST 128TH STREET. PARCEL B: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 11; THENCE SOUTH ALONG THE WEST LINE OF SAID SUBDIVISION, 645 FEET TO THE TRUE POINT OF BEGINNING; THENCE EAST 1,320 FEET, MORE OR LESS, TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH, ALONG SAID EAST LINE, 675 FEET; THENCE WEST 660 FEET; THENCE NORTH 660 FEET; THENCE WEST 660 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SUBDIVISION; THENCE NORTH, ALONG SAID WEST LINE, 15 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF FOR ROAD; EXCEPT ANY PORTION LYING WITHIN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION; EXCEPT ANY PORTION LYING WITHIN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION. CHICAGO TTILE INSURANCE COMPANY dtam126/l.15-97/rlm November 22, 1999 Renton City Council Minutes • Page 420 BY NELSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Budget: 1999 Year-end Finance Committee Chair Edwards presented a report recommended approval Adjustments of an ordinance authorizing adjustments to the 1999 Budget to cover unanticipated costs and to establish a new fund, Fund 306, for City Leased Properties. The Committee further recommended that the ordinance regarding this matter be presented for first and second reading and adoption. MOVED BY EDWARDS, SECONDED BY NELSON, COUNCIL CONCUR IN THE REPORT AS READ. CARRIED. (See page 421 for ordinance.) Transportation Committee Transportation Committee Chair Corman presented a report regarding an Transportation: Commute Trip agreement providing State Commute Trip Reduction (CTR) assistance funds, to Reduction Act Funds, King be administered through King County, for Renton's city-wide Commute Trip County(1999-2001) Reduction program. The basic program requirements for the receipt of these funds remains the same as in previous years. The Committee recommended that Council approve the resolution authorizing an agreement with King County for the acceptance of CTR funds for the period of July 1999 through June 2001. MOVED BY CORMAN, SECONDED BY CLAWSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. (See later this page for resolution.) ORDINANCES AND The following resolutions were presented for reading and adoption: RESOLUTIONS Resolution #3422 A resolution was read approving the Woodcreek Final Plat; 19 single family Plat: Woodcreek, NE lots on 4.94 acres in the vicinity of NE 8th St. and Bremerton Ave. NE (FP-99- 8th/Bremerton Ave NE (FP- 144). MOVED BY EDWARDS, SECONDED BY CLAWSON, COUNCIL 99-144) ADOPT THE RESOLUTION AS READ. CARRIED. Resolution#3423 ' A resolution was read approving the Windwood Final Plat; 40 single family Plat: Windwood,NE 4th/Nile lots on 12.46 acres in the vicinity of NE 4th St. and Nile Ave.NE (FP-99-094). Ave NE (FP-99-094) MOVED BY CLAWSON, SECONDED BY CORMAN, COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. Resolution#3424 A resolution was read approving the Highland Court Final Plat; 11 single Plat: Highland Court,NE family lots on 8.7 acres located in the vicinity of NE Sunset Blvd. and Monroe Sunset Blvd/Monroe Ave NE Ave. NE(FP-99-140). MOVED BY CLAWSON, SECONDED BY (FP-99-140) CORMAN,COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. Resolution#3425 A resolution was read authorizing the Mayor and City Clerk to enter into an Public Works: NW 2nd St agreement with the King County Department of Transportation, Road Services Storm System Improvement, Division,entitled"Reimbursement-Commitment to Pay" for road construction King County of the NW 2nd Street storm system improvement project. MOVED BY EDWARDS, SECONDED BY CLAWSON,COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. Resolution#3426 A resolution was read authorizing the Mayor and City Clerk to enter into an Transportation: Commute Trip interlocal cooperative agreement with King County entitled"Commute Trip Reduction Act Funds,King Reduction Act Interlocal Agreement." MOVED BY CLAWSON, SECONDED County(1999-2001) BY CORMAN,COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. The following ordinances were presented for first reading and referred to the Council meeting of 12/06/99 for second and final reading: Annexation: Smith An ordinance was read annexing approximately 12 acres located east of Hoquiam Ave.NE (142nd Ave. SE), generally between SE 113th and 116th November 22, 1999 Renton City Council Minutes Page 416 schools are being built to accommodate the fast-growing Sammamish Plateau area. Councilmember Nelson added that last week it was reported that the Issaquah School District over-projected its student population for this year by as many as 500 students. Councilmen Corman and Clawson remained interested in bringing Renton's fee in line with that charged by the other jurisdictions in the future. Citizen Comment: Richter— Marge Richter, 300 Meadow Ave.N., Renton, 98055, invited the mayor, 1999 Tree Lighting Event Council and all interested persons to attend the downtown's annual tree lighting event at 5:00 p.m. on December 4th at Tonkin Park. CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the listing. Appointment: Municipal Court Mayor Tanner appointed the following individuals to serve terms beginning Judge Pro Tems 1/01/2000 and expiring 12/31/2000 as Municipal Court Judge Pro Tern: Cheryl B. Carey, Elizabeth M. Cordi-Bejarno, Frank Davidson, Charles DeLaurenti, Lawrence A. Edwards,Gary Faull, Michael J. Finkle,David M. Gaba,Patrick Hardy, Kevin Hogan, Lin-Marie Hupp, Timothy Jenkins, Kris Jensen, Eric P. Keading, David R. Kirschenbaum,Roger I. Lewis, Peter Lukevich, Terence Lynch,Bradford G.Moore, Stephen L. Rochon, James T. Saulsbury, Mona Smith,N. Scott Stewart, Donna K. Tucker,Mark A. Vanderveen, Reba Weiss, and Drew F. Zavatsky. Council concur. City Clerk: 1999 Primary City Clerk submitted the 1999 Primary Election certification from King Election Certification County,as follows: City of Renton Council Position No. 5 —Toni Nelson, 1,688 votes(nominated),Terry G. Persson, 1,251 votes, and Heidi Carlson, 1,588 votes(nominated). Information. Plat: Woodcreek,NE Development Services Division recommended approval of the Woodcreek 8th/Bremerton Ave NE(FP- Final Plat; 19 single family lots on 4.94 acres in the vicinity of NE 8th St. and 99-144) Bremerton Ave.NE(FP-99-144). Council concur. (See page 420 for resolution.) Plat: Windwood,NE 4th/Nile Development Services Division recommended approval of the Windwood Final Ave NE(FP-99-094) Plat;40 single family lots on 12.46 acres in the vicinity of NE 4th St. and Nile Ave.NE(FP-99-094). Council concur. (See page 420 for resolution.) Plat: Highland Court,NE Development Services Division recommended approval of the Highland Court Sunset Blvd/Monroe Ave NE Final Plat; 11 single family lots on 8.7 acres located in the vicinity of NE (FP-99-140) Sunset Blvd. and Monroe Ave.NE(FP-99-140). Council concur. (See page 420 for resolution.) Legal: Adult Entertainment Economic Development,Neighborhoods and Strategic Planning Department Ordinance (Amendments) submitted proposed amendments to the Adult Entertainment Ordinance. Refer the amendments to the Planning&Development Committee; set a public hearing on 12/13/99 to consider extending the moratorium on adult book stores to June 14,2000. Fire: Pumper Truck Purchase, Fire Department requested approval of a contract with United Fire to purchase United Fire one pumper truck at a cost of$315,765.36. Council concur. Public Works: NW 2nd St Surface Water Utility Division recommended approval of a contract with King Storm System Improvement, County committing to paying Renton's cost share of the NW 2nd St. storm King County system improvement project, estimated amount to be $31,608. Council concur. (See page 420 for resolution.) CITY OF RENTON COUNCIL AGENDA BILL Al #: 1.d. Submitting Data: Planning/Building/Public Works For Agenda of: Dept/Div/Board. Development Services Division November 22, 1999 Staff Contact.... Kayren Kittrick x7299 Agenda Status Consent X Subject: Windwood Final Plat, Phase I Public Hearing... File No. : LUA-99-094, FP Correspondence.. 40 single family lots on a 12.46 acre site in the vicinity of Ordinance NE 4th Street and Nile Avenue NE Resolution X Old Business Exhibits: New Business 1 . Resolution and legal description Study Sessions.... 2. Staff Report and Recommendation, dated 1 1/8/99 Information Recommended Action: Approvals: Council concur with staff recommendation and adopt the Legal Dept X resolution. Finance Dept Other Fiscal Impact: N/A Expenditure Required... Transfer/Amendment Amount Budgeted Revenue Generated Summary of Action: The recommendation for approval of the referenced final plat is submitted for Council action. This plat divides a portion of the 12.46 acres as the first phase of the plat into 40 single family homesites with curb and gutter, streetlighting, and sidewalks. Design and construction of utilities, lighting, and pavement have been approved, accepted or guaranteed as appropriate through the Board of Public Works. All conditions placed on the preliminary plat by the King County Hearing Examiner and by the City of Renton have been met. STAFF RECOMMENDATION: Approve the Windwood Final Plat (LUA-99-094, FP) and adopt the resolution. AGNBILL.DOT/Beth A. Haglund DEVELOPMENT SERVICES DIVISION BUILDING/PLANNING/PUBLIC WORKS CITY OF RENTON STAFF REPORT AND RECOMMENDATIONS APPLICANT: Centex Homes LOCATION: NE 4th Street and SUMMARY OF REQUEST: Windwood,Division 1 final plat, a 40-lot single family subdivision with water, sewer, storm, paving, curb, gutters, sidewalks SUMMARY OF ACTION: Approve final plat FINDINGS, CONCLUSIONS & RECOMMENDATION Having reviewed the record documents in this matter, staff now makes and enters the following: FINDINGS: 1. The applicant, Centex Homes, filed a request for approval of a 40-lot Final Plat,the first division of a 109-lot plat approved by King County prior to annexation. 2. The yellow file containing all staff reports,the letter of interpretation of King County standards by the City of Renton,the State Environmental Policy Act(SEPA) documentation and other pertinent materials was entered into the record as Exhibit No.1. 3. The subject proposal was reviewed by all departments with an interest in the matter. 4. The subject site is located at NE 4th Street and Nile Avenue NE. 5. The subject site is located within the City of Renton. Annexed in 1999. 7. The site is developed to comply with the King County R4 zoning classification. 8. The Final Plat includes 40 lots originally intended as part of the 109 lot plat. Recording by division is outright allowed under King County codes with no separate determination needed. 9. The Final Plat complies with both the Zoning Code and the Comprehensive Plan as approved by King County and at annexation. 10. The preliminary plat was subject to a number of conditions as a result of both environmental review and plat review. 11. There were 18 main conditions imposed on the approval of the Preliminary Plat by King County, as interpreted by Renton codes. The applicant has complied with all the following: 1. Compliance with all platting provisions of Title 19 of the King County Code. Renton Requirement: The applicant shall complete the plat required street, utility and drainage improvements per the approved preliminary plat. The applicant shall comply with the requirements of the Renton Subdivision Regulations for final plat approval procedures. 2. All persons having an ownership interest in the subject property shall sign on the face of the final plat a dedication that includes the language set forth in King County Council Motion No. 5952. Renton Requirement: The applicant shall comply with the requirements of the Renton Subdivision Regulations for final plat approval procedures. 3. The plat shall meet the base density(and minimum density)of the R4 zone classification. All lots shall meet the minimum dimensional requirements of the R4 zone classification or shall be as shown on the face of the approved preliminary plat, whichever is larger. Minor revisions to the plat that do not result in substantial changes may be approved at the discretion of the Department of the Development and Environmental Services. Renton Requirement: The applicant shall comply with the condition as written for density and dimension requirements. The applicant shall provide a copy of the R4 zone dimensional requirements with final plat application. Minor revisions to the plat that do not result in substantial changes may be approved at the discretion of the Development Services Division. 4. The applicant must obtain final approval from the King County Health Department. Prior to final recording of the plat,the applicant must secure public sewage disposal service for the plat from the City of Renton or King county Water District#90. Annexation of the site or approval by the BRB will be necessary, and the required sewer system improvements (including a sewer trunk line extension and an on-site collection system) will require a sewer comprehensive plan amendment. Renton Requirement: The applicant must obtain final approval from the King County Health Department prior to recording of the plat. Construction of the new sewer main system for the plat, per City of Renton requirements, must be completed and accepted by the City prior to recording of the plat. 5. All construction and upgrading of public and private roads shall be done in accordance with the King County Road Standards established and adopted by Ordinance No. 11187, as amended. Renton Requirement: All construction and upgrading of public and private roads shall be done in accordance with City of Renton requirements,with the exception of street pavement widths for the new streets. The new streets can be constructed with the pavement widths approved with the preliminary plat. The pavement thickness must be a minimum of 4"of asphalt over 6"of crushed rock. Rolled curb is acceptable as approved with the preliminary plat. Any streets narrower than 32 feet in width must be posted for no parking along one side of the street. Any street narrower than 28 feet must be posted for no parking along both sides of the street. Street lighting must be provided to meet the minimum street lighting levels established in Renton Code. The street lights along the arterial streets must be constructed per City of Renton standards, and turned over to the City for ownership and maintenance. The street lights on the residential streets can be constructed as a City system, or as a Puget Sound Energy(PSE) system. The maintenance and electrical bills to PSE would be the responsibility of the homeowners' association for a PSE system. 6. The applicant must obtain the approval of the King County Fire Protection Engineer for the adequacy of the fire hydrant,water main, and fire flow standards of Chapter 17.08 of the King County Code. Renton Requirement: The applicant must obtain the approval of the Renton Fire Department of the fire hydrants and water main system for the preliminary plat. The applicant shall work with Water District#90 to demonstrate that the minimum fire flow requirements of one hydrant with a minimum fire flow of 1000 gallons per minute within 300 feet of each new lot are satisfied. All such hydrants must conform to City of Renton standards, including stortz fittings. Sprinklers for the proposed residences shall be required if fire flow does not meet the above standards for minimum fire flow. 7. Final plat approval shall require full compliance with drainage provisions set forth in King County Code 9.04 and the storm drainage requirements and guidelines as established by the Surface Water Management Division. Compliance may result in reducing the number and/or location of lots as shown on the preliminary approved plat. The following conditions represent portions of the Code and requirements and shall apply to all plats. a) Drainage plans and analysis shall comply with the 1990 King County Surface Water Design Manual and updates which were adopted by Public Rule effective January 1, 1995. DDES approval of the drainage and roadway plans is required prior to any construction. b) Current standard plan notes and ESC notes, as established by DDES Engineering Review, shall be shown on the engineering plans. c) The following note shall be shown on the final recorded plat: "All building downspouts, footing drains, and drains from all impervious surfaces such as patios and driveways shall be connected to the permanent storm drain outlet as shown on the approved construction drawings# on file with DDES and/or the Department of Public Works. This plan shall be submitted with the application of any building permit. All connections of the drains must be constructed and approved prior to the final building inspection approval. For those lots that are designated for individual lot infiltration systems,the systems shall be constructed at the time of the building permit and shall comply with plans on file." Renton Requirement: The applicant shall comply with the condition as written. The note on the final plat shall refer to the Renton Planning/Building/Public Works Department instead of the King County agencies. Please note that the City of Renton does not assume maintenance responsibilities for the drainage facilities for new subdivisions. The homeowners' association will be responsible for the ownership and maintenance of these facilities. 8. The drainage design shall be in accordance with the Cedar River Basin Plan. The retention/detention standard shall be Level 2 per BW 19 and the water quality treatment design shall be the Basic Treatment per BW 12 (see Maplewood and Orting Hill Subbasins MW3). Renton Requirement: The applicant shall comply with the condition as written. 8. An existing drainage course exists along the west site boundary adjoining proposed lots 91 through 98 (in 150th Avenue SE right-of-way). This drainage course shall be analyzed at engineering plan submittal for capacity per the 1990 King County Surface Water Design Manual,to ensure no drainage impacts following development of the Windwood site. Onsite or offsite improvements may be required to achieve adequate drainage conveyance. Renton Requirement: The applicant shall comply with the condition as written. 8. The following road improvements are required with this subdivision to be constructed according to 1993 King County Road Standards (KCRS): (Metro wants bus improvements). a. 154th Avenue SE (between the entrance and SE 127th Street) and SE 124th Street shall be improved to the full-width urban neighborhood collector standard. b. OFFSITE: On the south side, SE 124th Street from the west site boundary to 148th Avenue SE shall be improved to the urban neighborhood collector standard. The north side shall also be improved per DDES approval,but not to the full urban neighborhood collector standard. Plans for this improvement shall be submitted at engineering plan submittal. c. SE 127th Street shall be improved to the urban subcollector standard. SE 127th Street shall extend east to the east property boundary. d. 151st Avenue SE, 152nd Avenue SE (between SE 124th Street to SE 126th Street), SE 126th Street, and 153rd Avenue SE (from SE 124th to SE 127th Street) shall be improved to the urban subaccess standard. e. 152nd Avenue SE(from SE 124th Street,north to cul-de-sac) shall be improved to the urban minor access standard. f. Access Tract H shall be improved to the private access road standard per Section 2.09 KCRS. g. Access Tract L shall be improved to the joint use driveway standard per Section 3.01 KCRS. h. Modifications to the above road conditions may be considered according to the provisions of Section 1.08 KCRS. i. A safe waiting area and shelter footing will be provided for school bus and METRO bus pickup at the project entrance (154th Avenue SE and SE 128th). If requested by the Issaquah School District, a bus pullout will also be provided at or near the Windwood entrance. Also, a safe waiting area for school bus pickup will be provided at 148th Avenue SE and SE 124th Street. j. The Windwood property frontage along the north side of SE 128th Street shall be improved to the urban principal arterial standard, with provision for a bike lane. Renton Requirement: The applicant shall comply with the condition as written. All construction and upgrading of public and private roads shall be done in accordance with City of Renton requirements, with the exception of street pavement widths for the new streets. The new streets can be constructed with the pavement widths approved with the preliminary plat. The pavement thickness must be a minimum of 4"of asphalt over 6"of crushed rock. Rolled curb is acceptable as approved with the preliminary plat. Any streets narrower than 32 feet in width must be posted for no parking along one side of the street. Any street narrower than 28 feet must be posted for no parking along both sides of the street. Street lighting must be provided to meet the minimum street lighting levels established in Renton Code. The street lights along the arterial streets must be constructed per City of Renton standards, and turned over to the City for ownership and maintenance. The street lights on the residential streets can be constructed as a City system, or as a Puget Sound Energy(PSE) system. The maintenance and electrical bills to PSE would be the responsibility of the homeowners' association for a PSE system 11. Preliminary plat review has identified the following specific sensitive area requirements which apply to this project. All other applicable requirements from KCC 21A.24 shall also be addressed by the applicant: a. The Class II wetlands shall have a buffer width of 50 feet,measured form the wetland edge. Buffer averaging is acceptable so long as the provisions of KCC 21.24.320B are satisfied. b. The Class III wetlands (except unregulated wetlands) shall have a buffer width of 25 feet,measured from the wetland edge. c. One Class III wetland,Wetland F, is proposed to be filled. This is acceptable per KCC 21.A.24.330.K, with appropriate mitigation as specified in subsection g. below. d. The wetlands and their respective buffers shall be placed in Sensitive Area Tracts (SAT). e. A minimum building setback line of 15 feet shall be required from the edge of the SAT. f. The wetland and sensitive area tract(s) shall be delineated and signed in accordance with KCC 21A.24.160. The sign details shall be shown on the engineering plans. g. A final enhancement/mitigation plan must be submitted for review and approval by DDES along with the engineering plans for this proposal. The plan must include proposed final grades,hydrology, construction and monitoring notes and a detailed planting plan, showing species, site location. h. Mitigation required pursuant to this project must be completed prior to final plat approval. If this is not possible, due to seasonal requirements or other circumstances beyond the applicant's control,the applicant may post a performance bond that guarantees that all required mitigation measures will be completed within one-year of plat construction. i. Once mitigation work is completed to DDES's satisfaction,the performance bond may be replaced by a maintenance bond in a form and amount sufficient to guarantee satisfactory workmanship, materials and performance of the approved plan for a period of five years. j. Upon satisfactory completion of the final monitoring inspection, DDES staff shall release the maintenance bond. If the project has not met the established performance standards at the end of the monitoring period,the applicant shall be responsible for the preparation and implementation of a contingency plan to remedy the situation. Renton Requirement: The applicant shall comply with the condition as written. Approvals shall be required from the Development Services Division in place of DDES. 12. The proposed subdivision shall comply with the Sensitive Areas Ordinance as outlined in KCC 21A.24. Permanent survey marking and signs as specified in KCC 21.A.24.160 shall also be addressed prior to final plat approval. Temporary marking of sensitive areas and their buffers (e.g. with bright orange construction fencing) shall be placed on the site and shall remain in place until all construction activities are completed. Renton Requirement: The applicant shall comply with the condition as written. 13. The following note shall be shown on the final engineering plan and recorded plat: RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS Dedication of a sensitive area tract/sensitive area and buffer conveys to the public a beneficial interest in the land within the tract/sensitive area and buffer. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability, and protection of plant and animal habitat. The sensitive area tract/sensitive area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/sensitive area and all trees and other vegetation within the tract/sensitive area and buffer. The vegetation within the tract/sensitive area and buffer may not be cut, pruned, covered by fill,removed or damaged without approval in writing from the King County Department of Development Environmental Services or its successor agency, unless otherwise provided by law. The common boundary between the tract/sensitive area and buffer and the area of development activity must be marked or otherwise flagged to the satisfaction of King County prior to any clearing,grading,building construction or other development activity on a lot subject to the sensitive area tract/sensitive area and buffer. The required marking or flagging shall remain in place until all development proposal activities in the vicinity of the sensitive area are completed. No building foundations are allowed beyond the required 15-foot building setback line, unless otherwise provided by law. Renton Requirement: The applicant shall comply with the condition as written. Reference should be to the Renton Development Services Division in place of DDES and King County. 14. All utilities within proposed right-of-way must be included within a franchise approved by the King County Council prior to final plat recording. Renton Requirement: All utilities within proposed right-of-way must be approved by Renton Development Services Division prior to final plat recording. Plans for all utilities, including electric,gas,telephone and cable must be approved by the Development Services Division prior to construction, and the construction of these utilities must be approved by a Renton inspector. 15. The applicant or subsequent owner shall comply with King County Code 14.75, Mitigation Payment System(MPS), by paying the required MPS fee and administration fee as determined by the applicable fee ordinance. The applicant has the option to either: (1)pay the MPS fee at final plat recording, or(2)pay the MPS fee at the time of building permit issuance. If the first option is chosen,the fee paid shall be the fee in effect at the time of plat application and a note shall be placed on the face of the plat that reads, "All fees required by King County Code 14.75, Mitigation Payment System(MPS),have been paid." If the second option is chosen, the fee paid shall be the amount in effect as of the date of building permit application. Renton Requirement: The applicant shall pay the City of Renton the standard transportation mitigation fee of$75 per net new average daily trip,prior to recording of the final plat, as required by City of Renton concurrency policies. The transportation mitigation fee, based on 111 new single family lots shall be$79,503.75. 16. Suitable recreation space shall be provided consistent with the requirements of KCC 21A.14.180 and KCC 21A.14.190. The applicant will provide at least 43,290 square feet of recreation space within Tracts D, F, J, and K. A conceptual recreation facilities plan shall be submitted prior to engineering plan approval. The applicant shall obtain DDES and King County Parks Department approval of the detailed recreational facilities plan before final plat approval will be granted. Renton Requirement: The applicant shall comply with the condition as written. The applicant shall obtain approval of the Development Services Division of the detailed recreational facilities plan before final plat approval will be granted. 17. Homeowners' association shall be established to the satisfaction of DDES in order to maintain the recreation facilities and associated landscaping, and sensitive areas. Renton Requirement: A homeowners' association shall be established to the satisfaction of Development Services Division in order to maintain the recreation facilities and associated landscaping, and sensitive areas. The homeowners' association shall also be responsible for the maintenance of the drainage facilities constructed for the plat. 18. Street trees shall be provided on-site as follows: a. At a minimum,trees shall be planted at a rate of one tree for every 40 feet of frontage along SE 128th Street, SE 124th Street, and 154th Avenue SE. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. b. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Standards,unless King County Public Works determines that trees should not be located in the street right-of-way. c. If Public works determines that the required street should not be located within the right-of-way,they shall be located no more than 20 feet from the street right-of-way line. d. The trees shall be owned and maintained by the abutting lot owners or the homeowners' association or other workable organization unless the County has adopted a maintenance program. This shall be noted on the face of the final recorded plat. e. .The species of trees shall be approved by DDES if located within the right-of-way, and shall not include poplar, cottonwood, soft maples,gum, any fruit-bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DDES prior to engineering plan approval. g. The applicant shall contact Metro Service Planning at(206) 684-1622 to determine if SE 128th Street is on a bus route. If SE 128th Street is a bus route,the street tree plan shall also be reviewed by Metro. h. The street trees must be installed and inspected, or a performance bond posted prior to recording of the plat. If a performance bond is posted,the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the performance bond replaced with a maintenance bond, and held for one year. After one year,the maintenance bond may be released after DDES has completed a second inspection and determined that the trees have been kept healthy and thriving. A$538 landscape inspection fee shall also be submitted prior to plat recording. The inspection fee is subject to change based on the current County fees. Renton Requirement: The applicant shall comply with the condition as written. Reference should be to the Renton Development Services Division in place of DDES. There is no separate landscape inspection fee within the City of Renton. The street trees shall be included as part of the construction permit, with appropriate plans,fees and inspections. CONCLUSIONS: 1. The Final Plat generally appears to satisfy the conditions imposed by the preliminary plat process. Any remaining improvements seem certain and are appropriately secured through the Board of Public Works. 2. The applicant shall be required to demonstrate complete compliance with all conditions and payment of all fees prior to signing of the final mylar. RECOMMENDATION: The City Council should approve the Final Plat subject to the following conditions: 1. Payment of the Issaquah School District fee in the amount of $per single family lot. SUBMITTED THIS loth day of November, 1999 \2) 41kik_ DEVgLOPMENT SERVICES DIVISION CHICAGO TITLE INSURANCE COMPANY A.L.TA.COMMITMENT SCHEDULE A (Continued) • Order No.: 430638 Your No.: RIBERA-BALKO ENTERPRISES LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) PARCEL A: THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION' 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 378 .8 FEET OF THE WEST 125.00 FEET THEREOF; AND EXCEPT THE SOUTH 42 FEET OF THE REMAINDER THEREOF AS CONVEYED TO KING COUNTY UNDER RECORDING NUMBER 5799278 FOR SOUTHEAST 128TH STREET. PARCEL B: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 11; THENCE SOUTH ALONG THE WEST LINE OF SAID SUBDIVISION, 645 FEET TO THE TRUE POINT OF BEGINNING; THENCE EAST 1,320 FEET, MORE OR LESS, TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH, ALONG SAID EAST LINE, 675 FEET; THENCE WEST 660 FEET; THENCE NORTH 660 FEET; THENCE WEST 660 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SUBDIVISION; THENCE NORTH, ALONG SAID WEST LINE, 15 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF FOR ROAD; EXCEPT ANY PORTION LYING WITHIN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION; EXCEPT ANY PORTION LYING WITHIN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION. 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SCALE: 1- =200' Y I -J::= 0' 100• 200' 400' a. 2 (SEE NOTE) • ` IIIIII I 1' n R e GRAPHIC SCALE I� To o •(�� ` BASS OF BEARINGS I S V\3 1" CITY CC RENTON CONTROL FOR 1HE SOUTH UNE OF THE 1 I C .[ SOUTHEAST QUARTER OF SECTION 10.TWV 21 N,ROE 5 E SE.1247)( Z N67'502rw �``\` YAM..AS NORTH 6672'19-WEST I I I-- r , '- 1 — awl CC• — — — — — — — - — — ---- - :1:::i{ . ; • C NOTE I .I ARP FENCES ON PARCEL'8' HEREON AS SN0WN ON RECORD OF I r ; i T----yj+ SURYEY ON nix IN BOOK 17 oF SUR5EYS.AT PACE 275, I I ' .1). UNDER RECORDING NO.7904239005.RECORDS OF KING CO.,WA. 1 .1 ; � r W; 1 f.1 I t I 1-5f NI •_ - 8 8 I -1 4•.. N89'4516-W �. ` N65'36'3!E J en —� NB9Y5'16-w �j3 (� 0 307.00' 1I VJ W -� 1 1 X o 125.04' I — Nee21.27-w k___ 6 C SURFACE NON 1 DIS 1 1 0 0 •/PUNCH NARK (10-9s) I b air OF RENTON I T NON NO.1851 I I Z S 1//CORNER I 1 Z EHD BRASS SURFACE:10 �f— L NON(10-69) 262J.6J' 760.6z' � �� 'L 5'�'�_SJ0.53_ �- IJ11.tY N66 zio-W N6BZ12Yw 2822.55'MEAS 262235 2622.46• T .1 15 `)4 . . T�i ,�Wpy�t y — — `SW CORNER SE 128th 8111LL I 14 BASIS OF END KING CO.3-BRASS BEARINGS SURFACE NON•/PUNCH MARK(10-95) OTY OF RENTON NCH NO 1852) PHI-9H3 <visc.... - SECTION SUBDIVISIONati "'a DATUM-NA\0 63/91(BASED Cn DES TO ODE OF RENTON N0IUNEN75 1851 AND 1852) y fa k 1.814 115U AvEN KE NE•KIRK AND.WA 98014 y. < (425)621-8448•(423)621-3481 FAX `ee r. JOB NO 95-243 '•', r 'r SHEET 3 OF 5 ` 94NE9 10/+9/99 CITY OF RENTON COUNCIL AGENDA BILL Al #: Submitting Data: Planning/Building/Public Works For Agenda of: Dept/Div/Board. Development Services Division November 22, 1999 Staff Contact.... Kayren Kittrick x7299 Agenda Status Consent X Subject: Windwood Final Plat, Phase I Public Hearing... File No. : LUA-99-094, FP Correspondence.. 40 single family lots on a 12.46 acre site in the vicinity of Ordinance NE 4th Street and Nile Avenue NE Resolution X Old Business Exhibits: New Business 1 . Resolution and legal description Study Sessions.... 2. Staff Report and Recommendation, dated 11/8/99 Information Recommended Action: Approvals: Council concur with staff recommendation and adopt the Legal Dept X resolution. Finance Dept Other Fiscal Impact: N/A Expenditure Required... Transfer/Amendment Amount Budgeted Revenue Generated Summary of Action: The recommendation for approval of the referenced final plat is submitted for Council action. This plat divides a portion of the 12.46 acres as the first phase of the plat into 40 single family homesites with curb and gutter, streetlighting, and sidewalks. Design and construction of utilities, lighting, and pavement have been approved, accepted or guaranteed as appropriate through the Board of Public Works. All conditions placed on the preliminary plat by the King County Hearing Examiner and by the City of Renton have been met. STAFF RECOMMENDATION: Approve the Windwood Final Plat (LUA-99-094, FP) and adopt the resnlutioP ONCURRENCE DATE NAME INITIAL/DATE AGNBILL.DOT/Beth A. Haglund Krrnucx ' IIgI49 i,,• NA/..s•;z4.) a o f G..7-1 mmetsAmo //fr* ® CITY IF RENTON ..l Office of the City Attorney Jesse Tanner,Mayor Lawrence J.Warren MEMORANDUM DEVELOPMENT SERVICES CITY OF RENTON NOV 12 1999 To: Kayren K. Kittrick RECEIVED From: Lawrence J. Warren, City Attorney Date: November 10, 1999 Subject: Resolution Approving Final Plat — Windwood, Division 1/Centex Homes, File No. 99-094 I have reviewed the Declaration of Covenants, Conditions and Restrictions and the same is approved as to legal form as long as the recreation facility is a common area. The Agenda Bill is self explanatory and complete. Therefore I have no comments. I am enclosing a copy of the above-referenced Resolution, the original of which has been sent to the City Clerk. awrence J. arren LJW:as. Encl. cc: Jay Covington Marilyn J. Petersen A8:168.07. • Post Office Box 626 - 100 S. 2nd Street - Renton, Washington 98057 - (425)255-8678 ®This paper contains 50%recycled material,20%post consumer CITY OF RENTON, WASHINGTON RESOLUTION NO. A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, APPROVING FINAL PLAT (WINDWOOD, DIVISION 1/CENTEX HOMES; FILE NO. LUA- 99-094, FP). WHEREAS, a petition for the approval of a final plat for the subdivision of a certain tract of land as hereinafter more particularly described, located within the City of Renton, has heretofore been duly approved by the Planning/Building/Public Works Department; and WHEREAS, after due investigation the Administrator of the Planning/Building/Public Works Department has considered and recommended the approval of said final plat, and such approval being deemed proper and advisable and in the public interest; and WHEREAS, the City Council has determined that appropriate provisions are made for the public health, safety, and general welfare and for such open spaces, drainage ways. streets or roads, alleys, other public ways, transit stops, potable water supplies, sanitary wastes, parks and recreation, playgrounds, schools and schoolgrounds and all other relevant facts, including sidewalks and other planning features that assure safe walking conditions for students who only walk to and from school; and WHEREAS, the City Council has determined that the public use and interest will be served by the platting of such subdivision and dedication; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SECTION I. The final plat heretofore submitted and approved by the PlanningBuilding/Public Works Department pertaining to the following described real estate, to wit: See Exhibit "A" attached hereto and made a part hereof as if fully set forth 1 SOLUTION NO. (Property, 12.46 acres, is located in the vicinity of Nile Avenue N.E. and N.E. 4th Street) be and the same is hereby approved as such plat, subject to the laws and ordinances of the City of Renton, and subject to the findings. conclusions, and decision of the Planning/Building/Public Works Department dated November 10, 1999. PASSED BY THE CITY COUNCIL this day of , 1999. Marilyn J. Petersen. City Clerk APPROVED BY THE MAYOR this day of . 1999. Jesse Tanner, Mayor Approved as to form: Lawrence J. Warren. City Attorney RE S.7 5 8:11/10'99:as. 2 CITY OF RENTON COUNCIL AGENDA BILL Al #: Submitting Data: Planning/Building/Public Works For Agenda of: Dept/Div/Board. Development Services Division November 22, 1999 Staff Contact.... Kayren Kittrick x7299 Agenda Status Consent X Subject: Windwood Final Plat, Phase I Public Hearing... File No. : LUA-99-094, FP Correspondence.. 40 single family lots on a 12.46 acre site in the vicinity of Ordinance NE 4th Street and Nile Avenue NE Resolution X Old Business Exhibits: New Business 1 . Resolution and legal description Study Sessions.... 2. Staff Report and Recommendation, dated 1 1/8/99 Information Recommended Action: Approvals: Council concur with staff recommendation and adopt the Legal Dept X resolution. Finance Dept Other Fiscal Impact: N/A Expenditure Required... Transfer/Amendment Amount Budgeted Revenue Generated Summary of Action: The recommendation for approval of the referenced final plat is submitted for Council action. This plat divides a portion of the 12.46 acres as the first phase of the plat into 40 single family homesites with curb and gutter, streetlighting, and sidewalks. Design and construction of utilities, lighting, and pavement have been approved, accepted or guaranteed as appropriate through the Board of Public Works. All conditions placed on the preliminary plat by the King County Hearing Examiner and by the City of Renton have been met. STAFF RECOMMENDATION: Approve the Windwood Final Plat (LUA-99-094, FP) and adopt the resolution. AGNBILL.DOT/Beth A. Haglund CHICAGO TITLE INSURANCE COMPANY A.L.TA. COMMITMENT SCHEDULE A (Continued) Order No.: 430638 Your No.: RIBERA-BALKO ENTERPRISES LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) PARCEL A: THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 378 .8 FEET OF THE WEST 125.00 FEET THEREOF; AND EXCEPT THE SOUTH 42 FEET OF THE REMAINDER THEREOF AS CONVEYED TO KING COUNTY UNDER RECORDING NUMBER 5799278 FOR SOUTHEAST 128TH STREET. PARCEL B: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 11; THENCE SOUTH ALONG THE WEST LINE OF SAID SUBDIVISION, 645 FEET TO THE TRUE POINT OF BEGINNING; THENCE EAST 1,320 FEET, MORE OR LESS, TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH, ALONG SAID EAST LINE, 675 FEET; THENCE WEST 660 FEET; THENCE NORTH 660 FEET; THENCE WEST 660 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SUBDIVISION; THENCE NORTH, ALONG SAID WEST LINE, 15 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF FOR ROAD; EXCEPT ANY PORTION LYING WITHIN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION; EXCEPT ANY PORTION LYING WITHIN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION. CHICAGO TITLE INSURANCE COMPANY cltacma6/1-15-97/rim WIN D W O O ■ VOL/PG DIVISION 1 PORTION W V2 SW'/a SECTION 11,TOWNSHP 23 NORTH,RANGE 5 EAST,WM CITY OF RENTON KING COUNTY,WASHINGTON 2 N CORNER �" END 1 1/2'GO TRIFE i AC •0 PLUG 4 TACK (10-99)-09) N. w 1/4 CORNEA W.1 CONC NON /99 ' IK 1.5' 47 (10 69)/_ N87 27'27'w 10., 11— — _ h 654.es' - I— . — 2619.41' 5201.90' I 28•19.41' — _ TSBT.49' pn I .1 1 -).) —1 YU 12 i 1 I WI N87'2Y2rW I I E 1/4 CORNER J - 1280.20' END CASED CONC NON I II. I I 603-89jSC t VNQ NARK 8 g^ oI ZII N8r2Yzrw 625.09• ti ' NORTH UNE Iw E^ al ��. Sw•NWsW• 4�a DETAIL I I Alm '_ N67zr2rW '(`Jtm lzeo.2o' ti N87'27 2 W 625.09 NORTH UNE 5w•Nw4Sw• SCALE 1" =200' i Y I J.'•:' 0' 100' 200' 100' 11 (SEE NOTE) n -1-2 8 I n GRAPHIC SCALE N I N 0 � Ic._.. BASS OF BEARING'S rg \ \v coma.OF RENTON COO.FOR THE SOUTH UNE OE 114E SOUTHEAST QUARTER CF SECTION 10,TwP 23 N,RGE 5 E G. S.E.124TH Z Na7.54'27'w `,l N� w.H../S 60601 882219'REST mo_ _�_l-r- --r-� � Ow�• — — — _ — — — — — — 4be . 8 :4_: ' H ri __ NOTE I l __ ... w W i m G FENCES ON PARCEL'8' HEREON AS SHOWN ON RECORD OF i i yjy SURVEY ON FILE IN BOOK 17 OF SUNSETS.AT PACE 275, 1 I W J• UNDER RECORDING NO.7904239005,RECORDS OF RING CO.,WA. f I t -� St R I.-I' .. _ e94sle w 8 e9.00' Jm Ne5 381y"E� 30 Kl NB9Y5'16•w �'j3 I"— m 307.00' 1 I � Ir —I - Jl I — — — I I x I or I I Z _ 125.04' — — N88'21'27.W , b ENO 3)5.BRASS DISC SURFACE NCN I I I O O I /PUNO1 PARK . (10-95) r OTY a RENTON I I I § 2 1/4 CORNER MCM NO.1851 I Z F1A BRAS$SURFACE { L '1 x623.85 — TT80.62' __E. 'v_ 530.53_ „ow • _ _ un.lr 1111 NBe'T2'19'w NBBZ1'2Yw 2622.55'WAS 2622.33' 2622.46' �"' � is sr CORNER SE 128th 8 I Fit I — — — 14 BASIS OF END KING CO.3"BRASS BEARINGS SURFACE NCR./PUNCH NARK(10-95) OTT OF RENTON NON NO 1852) PH1-SH3 L.b+ 'WA{�A'Q + O SECTION SUBDMSION 4 "'�,� DAMN-NANO 03/91(BASED CN TES TO OTT OF RENTCN MONUMENTS 1851 AND 1852) 11814 1151K AVENUE NE•KIRKAND,WA 98034 = 0 (425)e21-e44e.(425)821-3481 FA)( %,• *JOB NO 95-243 'At 'Q' SHEET 3 OF 5 •EOM&10/19/99 0 DEVELOPMENT SERVICES DIVISION BUILDING/PLANNING/PUBLIC WORKS CITY OF RENTON STAFF REPORT AND RECOMMENDATIONS APPLICANT: Centex Homes LOCATION: NE 4th Street and SUMMARY OF REQUEST: Windwood, Division 1 final plat, a 40-lot single family subdivision with water, sewer, storm,paving, curb, gutters, sidewalks SUMMARY OF ACTION: Approve final plat FINDINGS, CONCLUSIONS & RECOMMENDATION Having reviewed the record documents in this matter, staff now makes and enters the following: FINDINGS: 1. The applicant, Centex Homes, filed a request for approval of a 40-lot Final Plat,the first division of a 109-lot plat approved by King County prior to annexation. 2. The yellow file containing all staff reports,the letter of interpretation of King County standards by the City of Renton,the State Environmental Policy Act(SEPA) documentation and other pertinent materials was entered into the record as Exhibit No.1. 3. The subject proposal was reviewed by all departments with an interest in the matter. 4. The subject site is located at NE 4th Street and Nile Avenue NE. 5. The subject site is located within the City of Renton. Annexed in 1999. 7. The site is developed to comply with the King County R4 zoning classification. 8. The Final Plat includes 40 lots originally intended as part of the 109 lot plat. Recording by division is outright allowed under King County codes with no separate determination needed. 9. The Final Plat complies with both the Zoning Code and the Comprehensive Plan as approved by King County and at annexation. 10. The preliminary plat was subject to a number of conditions as a result of both environmental review and plat review. 11. There were 18 main conditions imposed on the approval of the Preliminary Plat by King County, as interpreted by Renton codes. The applicant has complied with all the following: 1. Compliance with all platting provisions of Title 19 of the King County Code. Renton Requirement: The applicant shall complete the plat required street,utility and drainage improvements per the approved preliminary plat. The applicant shall comply with the requirements of the Renton Subdivision Regulations for final plat approval procedures. 2. All persons having an ownership interest in the subject property shall sign on the face of the final plat a dedication that includes the language set forth in King County Council Motion No. 5952. Renton Requirement: The applicant shall comply with the requirements of the Renton Subdivision Regulations for final plat approval procedures. 3. The plat shall meet the base density(and minimum density)of the R4 zone classification. All lots shall meet the minimum dimensional requirements of the R4 zone classification or shall be as shown on the face of the approved preliminary plat, whichever is larger. Minor revisions to the plat that do not result in substantial changes may be approved at the discretion of the Department of the Development and Environmental Services. Renton Requirement: The applicant shall comply with the condition as written for density and dimension requirements. The applicant shall provide a copy of the R4 zone dimensional requirements with final plat application. Minor revisions to the plat that do not result in substantial changes may be approved at the discretion of the Development Services Division. 4. The applicant must obtain final approval from the King County Health Department. Prior to final recording of the plat,the applicant must secure public sewage disposal service for the plat from the City of Renton or King county Water District#90. Annexation of the site or approval by the BRB will be necessary, and the required sewer system improvements (including a sewer trunk line extension and an on-site collection system) will require a sewer comprehensive plan amendment. Renton Requirement: The applicant must obtain final approval from the King County Health Department prior to recording of the plat. Construction of the new sewer main system for the plat,per City of Renton requirements,must be completed and accepted by the City prior to recording of the plat. 5. All construction and upgrading of public and private roads shall be done in accordance with the King County Road Standards established and adopted by Ordinance No. 11187, as amended. Renton Requirement: All construction and upgrading of public and private roads shall be done in accordance with City of Renton requirements, with the exception of street pavement widths for the new streets. The new streets can be constructed with the pavement widths approved with the preliminary plat. The pavement thickness must be a minimum of 4"of asphalt over 6"of crushed rock. Rolled curb is acceptable as approved with the preliminary plat. Any streets narrower than 32 feet in width must be posted for no parking along one side of the street. Any street narrower than 28 feet must be posted for no parking along both sides of the street. Street lighting must be provided to meet the minimum street lighting levels established in Renton Code. The street lights along the arterial streets must be constructed per City of Renton standards, and turned over to the City for ownership and maintenance. The street lights on the residential streets can be constructed as a City system, or as a Puget Sound Energy (PSE) system. The maintenance and electrical bills to PSE would be the responsibility of the homeowners' association for a PSE system. 6. The applicant must obtain the approval of the King County Fire Protection Engineer for the adequacy of the fire hydrant,water main, and fire flow standards of Chapter 17.08 of the King County Code. Renton Requirement: The applicant must obtain the approval of the Renton Fire Department of the fire hydrants and water main system for the preliminary plat. The applicant shall work with Water District#90 to demonstrate that the minimum fire flow requirements of one hydrant with a minimum fire flow of 1000 gallons per minute within 300 feet of each new lot are satisfied. All such hydrants must conform to City of Renton standards, including stortz fittings. Sprinklers for the proposed residences shall be required if fire flow does not meet the above standards for minimum fire flow. 7. Final plat approval shall require full compliance with drainage provisions set forth in King County Code 9.04 and the storm drainage requirements and guidelines as established by the Surface Water Management Division. Compliance may result in reducing the number and/or location of lots as shown on the preliminary approved plat. The following conditions represent portions of the Code and requirements and shall apply to all plats. a) Drainage plans and analysis shall comply with the 1990 King County Surface Water Design Manual and updates which were adopted by Public Rule effective January 1, 1995. DDES approval of the drainage and roadway plans is required prior to any construction. b) Current standard plan notes and ESC notes, as established by DDES Engineering Review, shall be shown on the engineering plans. c) The following note shall be shown on the final recorded plat: "All building downspouts, footing drains, and drains from all impervious surfaces such as patios and driveways shall be connected to the permanent storm drain outlet as shown on the approved construction drawings# on file with DDES and/or the Department of Public Works. This plan shall be submitted with the application of any building permit. All connections of the drains must be constructed and approved prior to the final building inspection approval. For those lots that are designated for individual lot infiltration systems,the systems shall be constructed at the time of the building permit and shall comply with plans on file." Renton Requirement: The applicant shall comply with the condition as written. The note on the final plat shall refer to the Renton Planning/Building/Public Works Department instead of the King County agencies. Please note that the City of Renton does not assume maintenance responsibilities for the drainage facilities for new subdivisions. The homeowners' association will be responsible for the ownership and maintenance of these facilities. 8. The drainage design shall be in accordance with the Cedar River Basin Plan. The retention/detention standard shall be Level 2 per BW 19 and the water quality treatment design shall be the Basic Treatment per BW 12 (see Maplewood and Orting Hill Subbasins MW3). Renton Requirement: The applicant shall comply with the condition as written. 8. An existing drainage course exists along the west site boundary adjoining proposed lots 91 through 98 (in 150th Avenue SE right-of-way). This drainage course shall be analyzed at engineering plan submittal for capacity per the 1990 King County Surface Water Design Manual,to ensure no drainage impacts following development of the Windwood site. Onsite or offsite improvements may be required to achieve adequate drainage conveyance. Renton Requirement: The applicant shall comply with the condition as written. 8. The following road improvements are required with this subdivision to be constructed according to 1993 King County Road Standards (KCRS): (Metro wants bus improvements). a. 154th Avenue SE (between the entrance and SE 127th Street)and SE 124th Street shall be improved to the full-width urban neighborhood collector standard. b. OFFSITE: On the south side, SE 124th Street from the west site boundary to 148th Avenue SE shall be improved to the urban neighborhood collector standard. The north side shall also be improved per DDES approval, but not to the full urban neighborhood collector standard. Plans for this improvement shall be submitted at engineering plan submittal. c. SE 127th Street shall be improved to the urban subcollector standard. SE 127th Street shall extend east to the east property boundary. d. 151st Avenue SE, 152nd Avenue SE (between SE 124th Street to SE 126th Street), SE 126th Street, and 153rd Avenue SE(from SE 124th to SE 127th Street) shall be improved to the urban subaccess standard. e. 152nd Avenue SE (from SE 124th Street,north to cul-de-sac) shall be improved to the urban minor access standard. f. Access Tract H shall be improved to the private access road standard per Section 2.09 KCRS. g. Access Tract L shall be improved to the joint use driveway standard per Section 3.01 KCRS. h. Modifications to the above road conditions may be considered according to the provisions of Section 1.08 KCRS. i. A safe waiting area and shelter footing will be provided for school bus and METRO bus pickup at the project entrance(154th Avenue SE and SE 128th). If requested by the Issaquah School District, a bus pullout will also be provided at or near the Windwood entrance. Also, a safe waiting area for school bus pickup will be provided at 148th Avenue SE and SE 124th Street. j. The Windwood property frontage along the north side of SE 128th Street shall be improved to the urban principal arterial standard,with provision for a bike lane. Renton Requirement: The applicant shall comply with the condition as written. All construction and upgrading of public and private roads shall be done in accordance with City of Renton requirements, with the exception of street pavement widths for the new streets. The new streets can be constructed with the pavement widths approved with the preliminary plat. The pavement thickness must be a minimum of 4"of asphalt over 6"of crushed rock. Rolled curb is acceptable as approved with the preliminary plat. Any streets narrower than 32 feet in width must be posted for no parking along one side of the street. Any street narrower than 28 feet must be posted for no parking along both sides of the street. Street lighting must be provided to meet the minimum street lighting levels established in Renton Code. The street lights along the arterial streets must be constructed per City of Renton standards, and turned over to the City for ownership and maintenance. The street lights on the residential streets can be constructed as a City system, or as a Puget Sound Energy(PSE) system. The maintenance and electrical bills to PSE would be the responsibility of the homeowners' association for a PSE system 11. Preliminary plat review has identified the following specific sensitive area requirements which apply to this project. All other applicable requirements from KCC 21A.24 shall also be addressed by the applicant: a. The Class II wetlands shall have a buffer width of 50 feet, measured form the wetland edge. Buffer averaging is acceptable so long as the provisions of KCC 21.24.320B are satisfied. b. The Class III wetlands (except unregulated wetlands) shall have a buffer width of 25 feet,measured from the wetland edge. c. One Class III wetland,Wetland F, is proposed to be filled. This is acceptable per KCC 21.A.24.330.K, with appropriate mitigation as specified in subsection g. below. d. The wetlands and their respective buffers shall be placed in Sensitive Area Tracts (SAT). e. A minimum building setback line of 15 feet shall be required from the edge of the SAT. f. The wetland and sensitive area tract(s) shall be delineated and signed in accordance with KCC 21A.24.160. The sign details shall be shown on the engineering plans. g. A final enhancement/mitigation plan must be submitted for review and approval by DDES along with the engineering plans for this proposal. The plan must include proposed final grades,hydrology, construction and monitoring notes and a detailed planting plan, showing species, site location. h. Mitigation required pursuant to this project must be completed prior to final plat approval. If this is not possible, due to seasonal requirements or other circumstances beyond the applicant's control,the applicant may post a performance bond that guarantees that all required mitigation measures will be completed within one-year of plat construction. i. Once mitigation work is completed to DDES's satisfaction,the performance bond may be replaced by a maintenance bond in a form and amount sufficient to guarantee satisfactory workmanship, materials and performance of the approved plan for a period of five years. j. Upon satisfactory completion of the final monitoring inspection, DDES staff shall release the maintenance bond. If the project has not met the established performance standards at the end of the monitoring period,the applicant shall be responsible for the preparation and implementation of a contingency plan to remedy the situation. Renton Requirement: The applicant shall comply with the condition as written. Approvals shall be required from the Development Services Division in place of DDES. 12. The proposed subdivision shall comply with the Sensitive Areas Ordinance as outlined in KCC 21A.24. Permanent survey marking and signs as specified in KCC 21.A.24.160 shall also be addressed prior to fmal plat approval. Temporary marking of sensitive areas and their buffers (e.g. with bright orange construction fencing) shall be placed on the site and shall remain in place until all construction activities are completed. Renton Requirement: The applicant shall comply with the condition as written. 13. The following note shall be shown on the final engineering plan and recorded plat: RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS Dedication of a sensitive area tract/sensitive area and buffer conveys to the public a beneficial interest in the land within the tract/sensitive area and buffer. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability, and protection of plant and animal habitat. The sensitive area tract/sensitive area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/sensitive area and all trees and other vegetation within the tract/sensitive area and buffer. The vegetation within the tract/sensitive area and buffer may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the King County Department of Development Environmental Services or its successor agency, unless otherwise provided by law. The common boundary between the tract/sensitive area and buffer and the area of development activity must be marked or otherwise flagged to the satisfaction of King County prior to any clearing, grading, building construction or other development activity on a lot subject to the sensitive area tract/sensitive area and buffer. The required marking or flagging shall remain in place until all development proposal activities in the vicinity of the sensitive area are completed. No building foundations are allowed beyond the required 15-foot building setback line, unless otherwise provided by law. Renton Requirement: The applicant shall comply with the condition as written. Reference should be to the Renton Development Services Division in place of DDES and King County. 14. All utilities within proposed right-of-way must be included within a franchise approved by the King County Council prior to final plat recording. Renton Requirement: All utilities within proposed right-of-way must be approved by Renton Development Services Division prior to final plat recording. Plans for all utilities, including electric,gas,telephone and cable must be approved by the Development Services Division prior to construction, and the construction of these utilities must be approved by a Renton inspector. 15. The applicant or subsequent owner shall comply with King County Code 14.75, Mitigation Payment System(MPS), by paying the required MPS fee and administration fee as determined by the applicable fee ordinance. The applicant has the option to either: (1)pay the MPS fee at final plat recording, or(2)pay the MPS fee at the time of building permit issuance. If the first option is chosen,the fee paid shall be the fee in effect at the time of plat application and a note shall be placed on the face of the plat that reads, "All fees required by King County Code 14.75, Mitigation Payment System(MPS),have been paid." If the second option is chosen, the fee paid shall be the amount in effect as of the date of building permit application. Renton Requirement: The applicant shall pay the City of Renton the standard transportation mitigation fee of$75 per net new average daily trip, prior to recording of the final plat, as required by City of Renton concurrency policies. The transportation mitigation fee,based on 111 new single family lots shall be$79,503.75. 16. Suitable recreation space shall be provided consistent with the requirements of KCC 21A.14.180 and KCC 21A.14.190. The applicant will provide at least 43,290 square feet of recreation space within Tracts D, F, J, and K. A conceptual recreation facilities plan shall be submitted prior to engineering plan approval. The applicant shall obtain DDES and King County Parks Department approval of the detailed recreational facilities plan before final plat approval will be granted. Renton Requirement: The applicant shall comply with the condition as written. The applicant shall obtain approval of the Development Services Division of the detailed recreational facilities plan before final plat approval will be granted. 17. Homeowners' association shall be established to the satisfaction of DDES in order to maintain the recreation facilities and associated landscaping, and sensitive areas. Renton Requirement: A homeowners' association shall be established to the satisfaction of Development Services Division in order to maintain the recreation facilities and associated landscaping, and sensitive areas. The homeowners' association shall also be responsible for the maintenance of the drainage facilities constructed for the plat. 18. Street trees shall be provided on-site as follows: a. At a minimum,trees shall be planted at a rate of one tree for every 40 feet of frontage along SE 128th Street, SE 124th Street, and 154th Avenue SE. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. b. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Standards, unless King County Public Works determines that trees should not be located in the street right-of-way. c. If Public works determines that the required street should not be located within the right-of-way,they shall be located no more than 20 feet from the street right-of-way line. d. The trees shall be owned and maintained by the abutting lot owners or the homeowners' association or other workable organization unless the County has adopted a maintenance program. This shall be noted on the face of the final recorded plat. e. .The species of trees shall be approved by DDES if located within the right-of-way, and shall not include poplar, cottonwood, soft maples,gum, any fruit-bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DDES prior to engineering plan approval. g. The applicant shall contact Metro Service Planning at(206) 684-1622 to determine if SE 128th Street is on a bus route. If SE 128th Street is a bus route,the street tree plan shall also be reviewed by Metro. h. The street trees must be installed and inspected, or a performance bond posted prior to recording of the plat. If a performance bond is posted,the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the performance bond replaced with a maintenance bond, and held for one year. After one year,the maintenance bond may be released after DDES has completed a second inspection and determined that the trees have been kept healthy and thriving. A $538 landscape inspection fee shall also be submitted prior to plat recording. The inspection fee is subject to change based on the current County fees. Renton Requirement: The applicant shall comply with the condition as written. Reference should be to the Renton Development Services Division in place of DDES. There is no separate landscape inspection fee within the City of Renton. The street trees shall be included as part of the construction permit,with appropriate plans, fees and inspections. CONCLUSIONS: 1. The Final Plat generally appears to satisfy the conditions imposed by the preliminary plat process. Any remaining improvements seem certain and are appropriately secured through the Board of Public Works. 2. The applicant shall be required to demonstrate complete compliance with all conditions and payment of all fees prior to signing of the final mylar. RECOMMENDATION: The City Council should approve the Final Plat subject to the following conditions: 1. Payment of the Issaquah School District fee in the amount of $per single family lot. SUBMITTED THIS 10th day of November, 1999 DEVELOPMENT SERVICES DIVISION ARTICLES OF INCORPORATION OF WINDWOOD HOMEOWNERS ASSOCIATION The undersigned, acting as the incorporator of a nonprofit corporation under the provisions of the Washington Nonprofit Corporation Act (RCW 24.03) adopts the following Articles of Incorporation for such corporation: ARTICLE 1. NAME The name of this corporation is Windwood Homeowners Association. ARTICLE 2. DURATION The period of its duration is perpetual. ARTICLE 3. PURPOSES The corporation is organized exclusively for nonprofit purposes, specifically: to provide for the maintenance, preservation and architectural control of the residence Lots and the ownership, maintenance, preservation and architectural control of the Common Area within that certain tract of land described on Exhibit A attached hereto, and any additional property as may hereafter be brought within the jurisdiction of this corporation, all as more fully described in the Declaration of Covenants, Conditions and Restrictions for Plat of Windwood, Division 1; and to promote the health, safety, and welfare of the residents within the above-described property and any additions thereto as may hereafter be brought within the jurisdiction of this corporation, including without limitation, the authority to: (a) exercise all the powers and privileges and perform all the duties and obligations of the Association as set forth in that certain Declaration of Covenants, Conditions and Restrictions (hereinafter "Declaration") applicable to the property and recorded or to be recorded in the office of the King County Auditor, Seattle, Washington, and as the same may be amended from time to time as therein provided, said Declaration being incorporated herein as if set forth in full; (b) fix, levy, collect, and enforce payment by any lawful means all charges or assessments pursuant to the terms of the Declaration; pay all expenses in connection therewith and all office and other expenses incident to the conduct of the business of the Association, including all licenses, taxes or governmental charges levied or - 1 - J:\C03876\M I8079\01402 • imposed against the property of the Association, including assessments for street lighting and other utility assessments except that, so long as Declarant retains the authority under the Declarations and Bylaws to elect a majority of the Board of Directors, Declarant will subsidize such expenses to the extent that assessments levied by the Board are insufficient to cover those expenses; (c) acquire (by gift, purchase or otherwise), own, hold, improve, build upon, operate, maintain, convey, sell, lease,transfer, dedicate for public use or otherwise dispose of real or personal property in connection with the affairs of the Association; (d) borrow money, and with the assent of two-thirds (2/3) of each class of members, mortgage, pledge or deed in trust any or all of its real or personal property as security for money borrowed or debts incurred; (e) dedicate, sell or transfer all or any part of the Common Area to any public agency, authority, or utility for such purposes and subject to such conditions as may be agreed to by the members. No such dedication or transfer shall be effective unless an instrument has been signed by two-thirds (2/3) of each class of members, agreeing to such dedication, sale or transfer; (f) participate in mergers and consolidations with other nonprofit corporations organized or the same purpose or annex additional residential property and Common Area, provided that any such merger, consolidation or annexation shall have the assent of two-thirds (2/3) of each class of members; (g) have and exercise any and all powers, rights and privileges which a corporation organized under the Nonprofit Corporation Act of the state of Washington, by law may now or hereafter have or exercise. ARTICLE 4. PROHIBITED ACTIVITY Notwithstanding any of the provisions of these Articles of Incorporation, the corporation shall not conduct or carry on activities not permitted to be conducted or carried on by an organization exempt from federal income tax under Section 501(c)(3) of the Code or by an organization contributions to which are deductible under Section 170(c)(2) of the Code. No substantial part of the activities of the corporation shall be devoted to the carrying on of propaganda, or otherwise attempting to influence legislation except as may be permitted to Section 501(c)(3) organizations by the Code, and the corporation shall not participate in, or intervene in (including the publication or distribution of statements) any political campaign on behalf of any candidate for public office. The corporation is prohibited from engaging in any act of self-dealing as defined in Section 4941(d) of the Code which would subject the corporation to tax under Section 4941(a) of the Code, from retaining any excess business holding as defined in Section 4943(c) of the Code which would subject the corporation to tax under Section 4943 of the Code, from making any investments which would subject the corporation to tax under Section 4944 of the Code, and from making any taxable expenditures as defined in Section 4945(d) of the Code. If Section 4942 of the Code is deemed - 2 - J:\C03876\M I8079\01402 applicable to the corporation, the corporation shall make distributions at such time and in such manner as not to become subject to tax on undistributed income imposed by Section 4942 of the Code. The corporation shall not have or issue shares of stock; shall not make any disbursement of income to its members, directors or officers; and shall not loan money or credit to its officers or directors. ARTICLE 5. BYLAWS Provisions for the regulation of the internal affairs of the corporation shall be set forth in the Bylaws of the corporation. ARTICLE 6. VOTING RIGHTS Every person or entity who is a record Owner of any Lot is entitled to membership and voting rights in the Association. Membership is appurtenant to, and inseparable from, ownership of the Lot. Voting rights in the corporation are as further set forth in the Declarations and Bylaws. ARTICLE 7. AMENDMENTS Amendment of the Articles of Incorporation requires the approval of at least a two-thirds (2/3) vote of the Lot Owners, as defined, limited and more fully set forth in the Declarations and Bylaws. ARTICLE 8. ANNEXATION Annexation of additional properties, mergers and consolidations, mortgaging of Common Area, dissolution and amendment of the Articles require prior approval of HUDNA as long as there is a Class B membership, as more fully set forth in the Declarations and Bylaws. ARTICLE . DISSOLUTION; DISTRIBUTIONS No member, director, trustee or officer e corporation, nor any private individual, shall be entitled to share in the distribution of any of the corporate assets upon dissolution of the corporation or the winding up of its affairs. Upon dissolution or winding up of the corporation, after paying or making adequate provision for payment all of the liabilities of the corporation, all the remaining assets of the corporation shall be distributed by the Board of Directors of the corporation to a nonprofit fund, foundation, or corporation which is organized and duly operated exclusively for charitable, educational, religious and/or scientific purposes, and which then qualifies for tax exempt status under Section 501(c)(3) of the Code. Any such assets not so disposed of shall be disposed of by the Superior Court of King County, Washington, for the purpose or purposes set forth in Article 3 of these Articles of Incorporation or to such organization or organizations as the Superior Court of King County shall determine to be organized and operated for purposes similar to the - 3 - J:\C03876\M 18079101402 purposes stated in Article 3 of these Articles of Incorporation. Provided, however, notwithstanding the foregoing, if the corporation is classified as a private foundation as defined in Section 509 of the Code, and if its status as a private foundation is terminated pursuant to Section 507(a) of the Code, and Sections 507(b) or 507(g) (2) are inapplicable, all the net assets of the corporation shall be distributed to one or more organizations selected by the Board of Directors and described in Section 170(b)(1)(A) of the Code (other than clauses (vii) and(viii) thereof) each of which has been in existence and so described for a continuous period of at least sixty (60) calendar months; however, this proviso shall only apply if the Secretary of the Department of the Treasury of the United States of America abates any tax imposed on the corporation by reason of Section 507(c) of the Code pursuant to the abatement authority granted him by Section 507(g)of the Code. ARTICLE 10. REGISTERED AGENT The address of the initial registered office of the corporation is 2320 - 130th Avenue N.E., #200, Bellevue, Washington 98005, and the name of its initial registered agent at such address is Phillip I. Johnson. ARTICLE 11. INITIAL DIRECTORS The initial Board of Directors shall consist of three directors. The name and address of the people who are to serve as the initial directors are: Directors: Phillip I. Johnson Address: do Centex Homes Eric Evans 2320 - 130th Avenue N.E., Suite 200 Thomas G. Brown Bellevue, Washington 98005 Thereafter, the management of the corporation will be vested in a Board of Directors consisting of no less than five (5) directors. The qualifications,term of office, manner of election, time and place of meeting, and powers and duties of the directors shall be as prescribed in the Bylaws of the corporation. ARTICLE 12. LIMITATION OF LIABILITY A director of the corporation shall not be personally liable to the corporation or its members for monetary damages for conduct as a director, except for liability of the director: (i) for acts or omissions which involve intentional misconduct by the director or a knowing violation of law by the director; (ii) for any transaction from which the director will personally receive a benefit in money,property or services to which the director is not legally entitled; or(iii) for conduct violating Section 23B.08.310 of the Washington Business Corporation Act. If the Washington Nonprofit Corporation Act or the Washington Business Corporation Act is amended to authorize corporate action further eliminating or limiting the personal liability of directors, then the liability of a director of the corporation shall be eliminated or limited to the fullest extent permitted by the - 4 - J:\C03876\M 18079\01402 Washington Nonprofit Corporation Act and the Washington Business Corporation Act, as amended, without any requirement of further action by the director or the members. Any repeal or modification of this Article by the directors or members of the corporation shall not adversely affect any right or protection of any individual who is or was a director of the corporation which existed at the time of such repeal or modification. ARTICLE 13. INDEMNIFICATION The corporation shall indemnify any individual made a party to a proceeding because that individual is or was a director of the corporation and shall advance or reimburse the reasonable expenses incurred by such individual in advance of final disposition of the proceeding, without regard to the limitations in RCW 23B.08.510 through 23B.08.550 of the Washington Business Corporation Act, or any other limitation which may hereafter be enacted to the extent such limitation may be disregarded if authorized by the Articles of Incorporation, to the full extent and under all circumstances permitted by applicable law. Any indemnification provided under this Article shall, unless limited by the terms of the undertaking to indemnify, continue as to a person who has ceased to be a director, officer, employee or agent and shall inure to the benefit of his or her heirs, executors and administrators. No indemnification shall be provided under this Article to any person if the corporation is prohibited by the nonexclusive provisions of the Washington Nonprofit Corporation Act (or other applicable law as then in effect) from paying such indemnification, or if in the opinion of counsel payment of such indemnification would subject the corporation to imposition of excise taxes under the Code or would cause the corporation to lose its tax exempt status (if any) from federal income taxation. Any repeal or modification of this Article by the directors or members of the corporation shall not adversely affect any right or protection of any individual who is or was a director or officer of the corporation existing at the time of such repeal or modification. ARTICLE 14. INSURANCE The corporation shall have the power to purchase and maintain insurance on behalf of an individual, including without limitation officers, directors, employees and agents of the corporation, to the extent allowed by applicable law, including without limitation RCW 23B.08.580, as amended. - 5 - J:\C038 76`,N118079\01402 ARTICLE 15. INCORPORATOR The incorporator is Larry J. Smith and his address is c/o Graham & Dunn, 33rd Floor, 1420 Fifth Avenue, Seattle, Washington 98101. DATED this day of October, 1999. Larry J. Smith - 6 - J:\C03876\M 18079\01402 CONSENT TO SERVE AS REGISTERED AGENT I, PHILLIP I. JOHNSON, hereby consent to serve as Registered Agent, in the State of Washington for the following corporation, Windwood Homeowners Association. I understand that as agent for the corporation, it will be my responsibility to receive service of process in the name of the corporation; to forward all mail to the corporation; and to immediately notify the office of the Secretary of State in the event of my resignation, or of any changes in the registered office address of the corporation for which I am agent. (Date) (Signature of Agent) Name of Registered Agent: Phillip I. Johnson Address of Registered Agent: c/o Centex Homes 2320 - 130th Avenue N.E., Suite 200 Bellevue, Washington 98005 - 7- J:\C03876\M 18079\01402 EXHIBIT A TO ARTICLES OF INCORPORATION Legal Description of Land PARCEL A: THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11,TOWNSHIP 23 NORTH,RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 378.8 FEET OF THE WEST 125.00 FEET THEREOF; AND EXCEPT THE SOUTH 42 FEET OF THE REMAINDER THEREOF AS CONVEYED TO KING COUNTY UNDER RECORDING NUMBER 5799278 FOR SOUTHEAST 128TH STREET. PARCEL B: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11,TOWNSHIP 23 NORTH,RANGE 5 EAST,WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 11; THENCE SOUTH ALONG THE WEST LINE OF SAID SUBDIVISION, 645 FEET TO THE TRUE POINT OF BEGINNING; THENCE EAST 1,320 FEET, MORE OR LESS,TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH,ALONG SAID EAST LINE 675 FEET; THENCE WEST 660 FEET; THENCE NORTH 660 FEET; THENCE WEST 660 FEET,MORE OR LESS, TO THE WEST LINE OF SAID SUBDIVISION; THENCE NORTH, ALONG SAID WEST LINE, 15 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF FOR ROAD; EXCEPT ANY PORTION LYING WITHIN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION; EXCEPT ANY PORTION LYING WITHIN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION. - 8 - J:\C038761M 18079\01402 BYLAWS OF WINDWOOD HOMEOWNERS ASSOCIATION ARTICLE 1 OFFICES The principal office and place of business of Windwood Homeowners Association (the "Association") in the state of Washington shall be located at 2320 - 130th Avenue N.E., Suite 200, Bellevue, Washington 98005. The Association may have such other offices within or without the state of Washington as the Board of Directors may designate or the Association may require from time to time. ARTICLE 2 DEFINITIONS 2.1 "Association" means Windwood Homeowners Association, a Washington nonprofit corporation, its successors and assigns. 2.2 "Board" means the Board of Directors of the Association as provided for in these Bylaws. 2.3 "Common Area" means all real property (including the improvements thereto) owned by the Association for the common use and enjoyment of the Owners, and shall in all events exclude each of the Lots. 2.4 "Declarant" means Centex Homes, a Nevada general partnership, and its successors and assigns if such successors or assigns should acquire more than one undeveloped Lot from Declarant for the purpose of development and by written instrument in recordable form be specifically assigned the rights and duties of Declarant. 2.5 "Declaration" means the Declaration of Covenants, Conditions and Restrictions for Plat of Windwood, Division 1, and any amendments thereto. 2.6 "Lot(s)" means any plot of land described in and shown on any recorded subdivision map of the Property, excluding the Common Area and areas deeded to governments or public agencies. 2.7 "Owner" means the record owner, whether one or more persons or entities, of a fee simple title to any Lot in the Property including any person or entity holding a vendee's interest under a real estate contract for the sale of any such Lots, but - 1 - J:\C03876\M 18079\01301 vendee's interest under a real estate contract for the sale of any such Lots, but excluding those having such interest merely as security for the performance of an obligation. 2.8 "Property" means the Plat of Windwood, Division 1, recorded in Volume of Plats, Pages through in King County, Washington, under King County Auditor's File Number , and such additional property as may hereafter be brought within the jurisdiction of the Association. ARTICLE 3 NUMBER OF DIRECTORS The Board of Directors of the Association shall consist of three (3) directors, subject to the provisions of Article 5. ARTICLE 4 MEMBERS 4.1 Classes of Members. The membership of the Association shall consist of two classes of members, to be designated as "Class A" members and "Class B" members. 4.2 Class A Members. Class A members of the Association shall be all Owners, except Declarant. 4.3 Class B Members. Class B members of the Association shall be Declarant, its successors and assigns, as defined in the Declaration. 4.4 Termination of Membership. Membership of any Class A or Class B member terminates when the member no longer holds any right, title or interest in any Lot. 4.5 Annual Meeting. The first annual meeting of the members shall be held within one year from the date of incorporation of the Association, and each subsequent regular annual meeting of the members shall be held on the same day of the same month of each year thereafter. If the day fixed for the annual meeting is a Saturday, Sunday or legal holiday in the state of Washington, the meeting shall be held on the next succeeding business day. 4.6 Special Meetings. Special meetings of the members for any purpose or purposes unless otherwise prescribed by statute may be called by the President, by the Board, or by the written request of the members who are entitled to vote one-fourth(1/4) of all the votes of the Class A membership. - 2 - 1:\C03876\M 18079\01301 4.7 Place of Meetings. Meetings of the members shall be held at either the principal office of the Association or at such other place within or without the state of Washington as the Board or the President may designate. 4.8 Membership List. At least ten (10) days before each meeting of the members, the officer or agent having charge of the membership list of the Association shall prepare an alphabetical list of all members who are entitled to vote at the meeting or any adjournment thereof, with the address of each member. Such alphabetical membership list shall be produced and kept open at the time and place of the meeting and shall be subject to the inspection of any member, member's agent or member's attorney during the meeting. Failure to comply with the requirements of this section shall not affect the validity of any action taken at the meeting. Under no circumstances may the membership list be sold to third parties. 4.9 Notice of Meetings. Written or printed notice stating the date, time and place of a meeting of members and, in the case of a special meeting of members, the purpose or purposes for which the meeting is called, shall be given by or at the direction of the President, the Secretary, or the officer or persons calling the meeting to each member of record entitled to notice of or to vote at such meeting, not less than ten (10) days and not more than sixty (60) days before the meeting. Except that notice of a meeting to act on an amendment to the Articles of Incorporation, a plan of merger, a proposed sale, lease, exchange or other disposition of all or substantially all of the assets of the Association other than in the usual course of business, the dissolution of the Association, an increase in the annual assessment by an amount greater than five (5) percent above the maximum assessment for the previous year, or the levy of any special assessment shall be given not less than thirty(30) days and not more than sixty (60) days before the meeting. Written notice shall be delivered by first-class mail, contract carrier, personal delivery or facsimile. Such notice shall be effective upon dispatch if sent to the member's address, telephone number or other number for such member appearing on the records of the Association. If an annual or special members' meeting is adjourned to a different date, time or place, notice need not be given of the new date, time or place if the new date, time or place is announced at the meeting before adjournment, unless a new record date is or must be fixed. If a new record date for the adjourned meeting is or must be fixed, however, notice of the adjourned meeting must be given to persons who are members as of the new record date. 4.10 Waiver of Notice. A member may waive any notice required to be given under the provisions of these Bylaws, the Articles of Incorporation or by applicable law, whether before or after the date and time stated therein. A valid waiver is created by any of the following three methods: (a) in writing signed by the member entitled to the notice and delivered to the Association for inclusion in its corporate records; (b) by attendance at the meeting, unless the member at the beginning of the meeting objects to holding the meeting or transacting business at the meeting; or (c) by - 3 - J:\CO3 876\M 18079'401301 failure to object at the time of presentation of a matter not within the purpose or purposes described in the meeting notice. 4.11 Manner of Acting; Proxies. A member may vote either in person or by proxy. A member may vote by proxy by means of a proxy appointment form which is executed in writing by the member or by his or her duly authorized attorney-in-fact. All proxy appointment forms shall be filed with the Secretary of the Association before or at the commencement of meetings. No unrevoked proxy appointment form shall be valid after eleven (11) months from the date of its execution unless otherwise expressly provided in the appointment form. No proxy appointment may be effectively revoked until notice in writing of such revocation has been given to the Secretary by the member appointing the proxy. 4.12 Participation by Conference Telephone. At the discretion of the Board, members and proxies may participate in a meeting of the members by any means of communication by which all persons participating in the meeting can hear each other during the meeting, and participation by such means shall constitute presence in person at the meeting. 4.13 Quorum. At any meeting of the members, attendance by forty percent (40%) of all the members entitled to vote on a matter shall constitute a quorum of that voting group for action on that matter. Once a member is present or represented at a meeting, other than to object to holding the meeting or transacting business, the member is deemed to be present for purposes of a quorum for the remainder of the meeting and for any adjournment of that meeting unless a new record date is or must be fixed for the adjourned meeting. At such reconvened meeting, any business may be transacted which might have been transacted at the adjourned meeting. If a quorum exists, action on a matter is approved if the votes cast favoring the action exceed the votes cast opposing the action, unless the question is one upon which a different vote is required by express provision of law or of the Articles of Incorporation or of these Bylaws. 4.14 Voting for Directors. Unless otherwise provided in the Articles of Incorporation, in any election of directors, the candidates elected are those receiving the largest numbers of votes cast by the members entitled to vote in the election, up to the number of directors to be elected by such members. 4.15 Action by Members Without a Meeting. Any action which may or is required to be taken at a meeting of the members may be taken without a meeting if one or more written consents setting forth the action so taken shall be signed, either before or after the action taken, by all the members entitled to vote with respect to the subject matter thereof Action taken by written consent of the members is effective when all consents are in possession of the Association, unless the consent specifies a later effective date. Whenever any notice is required to be given to any member - 4 - J.\CO3 876\M 18079\01301 pursuant to applicable law, a waiver thereof in writing, signed by the person or persons entitled to notice, shall be deemed equivalent to the giving of notice. ARTICLE 5 BOARD OF DIRECTORS 5.1 General Powers. The business and affairs of the Association shall be managed by its Board of Directors. 5.2 Number, Tenure and Qualification. The number of directors set forth in Article 3 of these Bylaws may be increased or decreased from time to time by amendment to these Bylaws or by a two-thirds (2/3) vote of the members entitled to vote, provided that the number of directors shall not exceed five (5). No decrease shall have the effect of shortening the term of any incumbent director, unless such director resigns or is removed in accordance with the provisions of these Bylaws. Except as classification of directors may be specified by the Articles of Incorporation and unless removed in accordance with these Bylaws, each director shall hold office for one (1) year until the next annual meeting or until a successor shall have been elected and qualified. Directors may be elected to serve more than once, but no director may serve more than two (2) consecutive terms. Directors need not be residents of the state of Washington nor members of the Association. 5.3 Nomination of Directors. Nomination for election to the Board may be made by a nominating committee established by the Board or by any member from the floor at the annual meeting of members. 5.4 Election of Directors. At the first annual meeting of members and at each annual meeting of members as long as the Class B membership exists, the Class B membership shall elect all directors. After the Class B membership is terminated, the Class A membership at each annual meeting of members shall elect all directors. A member may cast as many votes for each vacancy as he or she is entitled to under the Declaration. Cumulative voting shall not be permitted. 5.5 Removal of Directors. Directors may be removed, with or without cause, from office by a majority vote of the members entitled to vote in person or by proxy at a meeting called for such purpose. In the event of death, resignation or removal of a director, his or her successor shall be appointed by the remaining members of the Board and shall serve for the unexpired term. 5.6 Annual and other Regular Meetings. An annual meeting of the Board shall be held without notice other than this Bylaw, immediately after and at the same place as the annual meeting of members. The Board may specify by resolution the time and place, either within or without the state of Washington, for holding any other re '1,-etings of the Board. - 5 - J:\C03876\M 18079\01301 5.7 Special Meetings. Special meetings of the Board may be called by the Board, the President, the Secretary or any director. Notice of special meetings of the Board stating the date, time and place thereof shall be given at least three (3) days prior to the date set for such meeting by the person or persons authorized to call such meeting, or by the Secretary at the direction of the person or persons authorized to call such meeting. The notice may be oral or written. Oral notice may be communicated in person or by telephone. Oral notice is effective when communicated. Written notice may be transmitted by first-class mail, contract carrier, personal delivery or facsimile. Written notice is effective upon dispatch if such notice is sent to the director's address, telephone number or other number appearing on the records of the Association for such director. If no place for such meeting is designated in the notice, the meeting shall be held at the principal office of the Association. Any director may waive notice of any meeting at any time. Whenever any notice is required to be given to any director pursuant to applicable law, a waiver in writing signed by such director shall be deemed equivalent to the giving of notice. The attendance of a director at a meeting shall constitute a waiver of notice of the meeting, except where a director attends a meeting for the express purpose of objecting to the transaction of any business because the meeting is not lawfully convened. Unless otherwise required by law, neither the business to be transacted at nor the purpose of any regular or special meeting of the Board need be specified in the notice or waiver of notice of such meeting. 5.8 Quorum. A majority of the number of directors specified in or fixed in accordance with these Bylaws shall constitute a quorum for the transaction of any business at any meeting of directors. If less than a majority shall attend a meeting, a majority of the directors present may adjourn the meeting from time to time without further notice, and a quorum present at such adjourned meeting may transact business. 5.9 Manner of Acting. If a quorum is present when a vote is taken, the affirmative vote of a majority of directors present is the act of the Board, unless the question is one upon which a different vote is required by express provision of law or of the Articles of Incorporation or of these Bylaws. 5.10 Participation by Conference Telephone. Directors may participate in a regular or special meeting of the Board by, or conduct the meeting through the use of, any means of communication by which all directors participating can hear each other during the meeting and participation by such means shall constitute presence in person at the meeting. 5.11 Presumption of Assent. A director who is present at a meeting of the Board at which action is taken shall be presumed to have assented to the action taken unless such director's dissent shall be entered in the minutes of the meeting or unless such director shall file his written dissent to such action with the person acting as secretary of the meeting before the adjournment thereof or shall forward such dissent by registered mail to the Secretary of the Association immediately after - 6 - J:\C03876\M 18079\01301 adjournment of the meeting. Such right to dissent shall not apply to a director who voted in favor of such action. 5.12 Action by Board Without a Meeting. Any action permitted or required to be taken at a meeting of the Board may be taken without a meeting if one or more written consents setting forth the action so taken, shall be signed, either before or after the action taken, by all the directors. Action taken by written consent is effective when the last director signs the consent, unless the consent specifies a later effective date. 5.13 Resignation. Any director may resign at any time by delivering written notice to the President, the Secretary, or the registered office of the Association, or by giving oral notice at any meeting of the directors or members. Any such resignation shall take effect at any subsequent time specified therein or, if the time is not specified, upon delivery thereof Acceptance of a resignation is not necessary to make it effective. 5.14 Compensation. No director shall receive compensation for any service he or she may render to the Association. However, by resolution of the Board, the directors may be paid for reasonable expenses incurred in connection with attendance at meetings of the Board or a committee thereof ARTICLE 6 POWERS AND DUTIES OF THE BOARD 6.1 Powers. The Board, on behalf of and acting for the Association and for the benefit of the Property and the Owners, shall have all the powers and authority granted to it under the Declaration, including but not limited to the following: 6.1.1 Rules and Regulations. Adopt and publish reasonable rules and regulations governing the use of Common Areas and facilities, and the personal conduct of the members and their guests, and establish reasonable penalties for the infraction thereof; 6.1.2 Suspension of Voting Rights. Suspend any member's voting rights and right to use the recreational facilities during any period in which such member shall be in default in the payment of any assessment levied by the Association or in violation of the Declaration, Articles of Incorporation, Bylaws, or other applicable law, rule or regulation; 6.1.3 Assessments. Establish and collect regular assessments and special assessments sufficient to carry out its duties hereunder and maintain an adequate reserve for the maintenance, repair and replacement of those portions of the Common Areas and facilities which must be maintained, repaired or replaced on a periodic basis; - 7 - l:\C03876\M 18079\01301 6.1.4 Services. Obtain the services of persons or firms as required to properly manage the Property to the extent deemed advisable by the Board, including legal and accounting services, property management services, as well as such other personnel as the Board shall determine are necessary or proper for the operation of the Common Area and facilities; 6.1.5 Utilities. Obtain water, sewer, garbage collection, electrical, telephone, gas and any other necessary utility service, including utility easements, as required for the Common Area and facilities; 6.1.6 Insurance. Obtain and pay for policies of insurance or bonds providing casualty and liability coverage for the Common Area and facilities and, as permitted by the Articles of Incorporation, for directors, officers, employees and agents of the Association; 6.1.7 Maintenance and Repair of Common Areas. Pay for the costs of painting, maintenance, repair, landscaping and gardening work, fences, equipment, monument signs and furnishings for the Common Area and facilities, including repairing and painting any fence constructed on the perimeter boundary of the Property, and such furnishings, materials and equipment as the Board shall determine are necessary and proper to maintain and keep the Property in a good, clean, attractive, sanitary and safe condition and in full compliance with applicable laws, rules and regulations and the provisions of the Declaration; 6.1.8 Lien/Encumbrance. Pay any amount necessary to discharge any lien or encumbrance levied against the Common Area, facility or other property owned by the Association, and charge the cost thereof to any one or more Owners responsible for the existence of such lien or encumbrance; 6.1.9 Enforce Declaration. Enforce the applicable provisions of the Declaration for the management and control of the Property; 6.1.10 Financial Statements. Prepare or cause to be prepared at least annually a balance sheet and an income and expense statement for the Association, copies of which shall be distributed to each Owner. The income and expense statement shall include a schedule of assessments received and receivable, identified by the number of the Lot and the name of the Owner so assessed; and, if it deems it necessary, require that an external audit be prepared annually by an independent public accountant; 6.1.11 Acquisition of Property. Acquire and hold in the name of the Association, for the benefit of the Owners, personal property and real property and interests therein, and dispose of the same by sale or otherwise; provided no such acquisitions (including capital additions and improvements, but - 8 - J:\C03876\M 18079\01301 excluding the making of repairs, restoration and replacement of portions of the Common Area) are made in any twelve (12) month period in excess of Five Thousand Dollars ($5,000) without the majority vote of the Owners, or in excess of Twenty-five Thousand Dollars ($25,000) without the seventy-five percent(75%) affirmative vote of the Owners; 6.1.12 Enter Upon Lots. Enter or cause an agent to enter upon any Lot when necessary in connection with any maintenance, landscaping or construction for which the Board is responsible or in the event of emergencies, which entry shall be made with as little inconvenience to the Owners as practicable, and any damage caused thereby shall be repaired by the Board out of the common expense fund if the entry was due to an emergency or for the purpose of maintenance or repairs to Common Areas; 6.1.13 Borrow Funds. In the discharge of its duties and the exercise of its powers, but subject to the limitations set forth herein and in the Declaration, borrow funds on behalf of the Association and, to secure the repayment thereof, encumber the Common Area and facilities and other assets owned by the Association; 6.1.14 Exercise Powers of Association. Subject to the provisions of the Declaration, exercise for the Association all powers, duties and authority vested in or delegated to the Association and not reserved to the membership by other provisions of these Bylaws, the Articles of Incorporation or the Declaration; and 6.1.15 Adopt Amendments. Adopt additional bylaws and rules and regulations governing the Association and Owners; provided that in the event of conflict between the Declaration and any such additional bylaws or rules and regulations,the Declaration shall prevail. 6.2 Duties. The Board, on behalf of and acting for the Association and for the benefit of the Property and the Owners, shall: 6.2.1 Records. Keep a complete record of its acts and corporate affairs, and present a statement thereof to the members at the annual meeting of the members, or at any special meeting when such statement is requested in writing by one-fourth(1/4) of the Class A members who are entitled to vote; 6.2.2 Supervise. Supervise all officers, agents and employees of the Association and see to the proper performance of their duties; 6.2.3 Assessments. As more fully provided in the Declaration: (a) Fix the annual assessment against each Lot at least thirty (30) days in advance of each annual assessment period; - 9 - J:\C03876\M 18079\01301 (b) send written notice of each assessment to each Owner subject thereto; (c) in a timely fashion, foreclose the lien against any Lot for which assessments are not paid, or bring an action at law against the Owner personally obligated to pay the same; 6.2.4 Certificate of Payment. Issue, or cause an appropriate officer to issue upon demand by any person, a certificate setting forth whether or not any assessment has been paid, which certificate shall be conclusive evidence of such payment; 6.2.5 Insurance. Procure and maintain adequate liability and hazard insurance on property owned by the Association; 6.2.6 Bonding. Cause all officers, employees and agents of the Association having fiscal responsibilities to be bonded, as the Board may deem appropriate; and 6.2.7 Maintain the Common Area. Cause the Common Area, all facilities and improvements located upon the Common Area, the entrance monument and surrounding landscape, any fence constructed upon the perimeter boundary of the Property, and any drainage or storm retention pond constructed by the Association upon the Property to be maintained in accordance with Article 9 of the Declaration and not transferred to a governmental authority. ARTICLE 7 OFFICERS 7.1 Number. The Association shall have a President and a Vice President, a Secretary, and a Treasurer, and such other officers as may be deemed necessary or appropriate by the Board. Any two or more offices may be held by the same person. 7.2 Election and Term of Office. The officers shall be elected annually by the Board following each annual meeting of the members, and shall hold office for one (1) year unless he or she shall sooner resign or be removed, or otherwise be disqualified to serve. 7.3 Resignation. Any officer may resign at any time by delivering written notice to the Board, the President or the Secretary, or by giving oral notice at any meeting of the Board. Any such resignation shall take effect at any subsequent time specified therein or, if the time is not specified, upon delivery thereof. The acceptance of such resignation shall not be necessary to make it effective. 7.4 Removal. Any officer may be removed by the Board with or without cause. The - 10 - J:1C03876\M 18079\01301 7.4 Removal. Any officer may be removed by the Board with or without cause. The removal shall be without prejudice to the contract rights, if any, of the person so removed. Appointment of an officer or agent shall not of itself create contract rights. 7.5 Vacancies. A vacancy in any office may be filled by appointment by the Board. The officer appointed to such vacancy shall serve for the remainder of the term of the officer he or she replaces. 7.6 President. The President shall be the principal executive officer of the Association and, subject to the control of the Board, shall generally supervise and control the business and affairs of the Association. When present, the President shall preside at all meetings of the members and at all meetings of the Board. The President may sign deeds, mortgages, bonds, contracts, or other instruments which the Board has authorized to be executed, except in cases where the signing and execution thereof shall be expressly delegated by the Board or by these Bylaws to some other officer or agent of the Association or shall be required by law to be otherwise signed or executed. In general, the President shall perform all duties incident to office of and such other duties as may be prescribed by resolution of the Board from time to time. 7.7 Vice President. In the absence of the President or in the event of his or her death, disability or refusal to act, the Vice President shall perform the duties of the President. When so acting, the Vice President shall have all the powers of and be subject to all the restrictions upon the President and shall perform such other duties as from time to time may be assigned to the Vice President by resolution of the Board. 7.8 Secretary. The Secretary shall keep the minutes of the proceedings of the members and Board, shall give notices in accordance with the provisions of these Bylaws and as required by law, shall be custodian of the corporate records of the Association, shall keep a record of the names and addresses of all members. may sign with the President or a Vice President all deeds, mortgages, bonds, contracts, or other instruments which shall have been authorized by resolution of the Board, and in general shall perform all duties incident to the office of Secretary and such other duties as from time to time may be assigned by resolution of the Board. 7.9 Treasurer. If required by the Board, the Treasurer shall give a bond for the faithful discharge of his or her duties, in such sum and with such surety or sureties as the Board shall determine. The Treasurer shall have charge and custody of and be responsible for keeping correct and complete books and records of account for all funds and securities of the Association; receive and give receipts for monies due and payable to the Association from any source whatsoever; deposit all such monies in the name of the Association in the banks, trust companies or other depositories as shall be selected in accordance with the provisions of these Bylaws; and in general - 11 - J:'C03876\M 18079\01301 perform all of the duties incident to the office of Treasurer and such other duties as from time to time may be assigned by resolution of the Board. ARTICLE 8 COMMITTEES The Board shall appoint an Architectural Control Committee, as provided in the Declaration. The Board shall appoint other committees as deemed appropriate for carrying out its purposes. ARTICLE 9 CONTRACTS, LOANS, CHECKS, DEPOSITS 9.1 Contracts. The Board may authorize any officer or officers, agent or agents, to enter into any contract or execute and deliver any instrument in the name of and on behalf of the Association, and that authority may be general or confined to specific instances. 9.2 Loans. No loans shall be contracted on behalf of the Association and no evidences of indebtedness shall be issued in its name unless authorized by a resolution of the Board which authority may be general. 9.3 Checks, Drafts, Etc. All checks, drafts or other orders for the payment of money, notes or other evidences of indebtedness issued in the name of the Association shall be signed by the officer or officers, or agent or agents, of the Association and in the manner as shall from time to time be prescribed by resolution of the Board. 9.4 Deposits. All funds of the Association not otherwise employed shall be deposited from time to time to the credit of the Association in the banks, trust companies or other depositories as the Board may select. 9.5 Loans to Directors and Officers. No loans shall be made by the Association to any officer or to any director. ARTICLE 10 ASSESSMENTS As more fully provided in the Declaration, each member is obligated to pay to the Association annual and special assessments which are secured by a continuing lien upon the Lot against which the assessment is made. Any assessments not paid when due shall be delinquent. No Owner may waive or otherwise escape liability for the assessments provided for herein and in the Declaration by non-use of the Common Area or abandonment of his or her Lot. - 12 - 1:\C03876\M I8079\01301 ARTICLE 11 RULES OF PROCEDURE The rules of procedure at meetings of the Board, meetings of the members, and committee meetings shall be the rules contained in Roberts' Rules of Order on Parliamentary Procedure, as amended, so far as applicable and when not inconsistent with these Bylaws, the Articles of Incorporation or any resolution of the Board. ARTICLE 12 INDEMNIFICATION OF DIRECTORS, OFFICERS, EMPLOYEES AND AGENTS 12.1 Powers. The Association shall have the following powers: 12.1.1 Power to Indemnify. The Association may indemnify and hold harmless to the full extent permitted by applicable law each person who was or is made a party to or is threatened to be made a party to or is involved (including, without limitation, as a witness) in any actual or threatened action, suit or other proceeding, whether civil, criminal, administrative or investigative, by reason of the fact that he or she is or was a director, officer, member of the Architectural Control Committee, employee or agent of the Association, whether the basis of such proceeding is alleged action or omission in an official capacity or in any other capacity while serving as a director, officer, member of the Architectural Control Committee, employee, agent, trustee or in any other capacity, against all expense, liability and loss (including, without limitation, attorneys' fees,judgments, fines, ERISA, excise taxes or penalties and amounts to be paid in settlement) actually or reasonably incurred or suffered by such person in connection therewith. Such indemnification may continue as to a person who has ceased to be a director, officer, member of the Architectural Control Committee, employee or agent of the Association and shall inure to the benefit of his or her heirs and personal representatives. 12.1.2 Power to Pay Expenses in Advance of Final Disposition. The Association may pay expenses incurred in defending any such proceeding in advance of the final disposition of any such proceeding; provided, however, that the payment of such expenses in advance of the final disposition of a proceeding shall be made to or on behalf of a director, officer, employee or agent only upon delivery to the Association of an undertaking, by or on behalf of such director, officer, employee or agent, to repay all amounts so advanced if it shall ultimately be determined that such director, officer, employee or agent is not entitled to be indemnified under this Article or otherwise, which undertaking may be unsecured and may be accepted without reference to financial ability to make repayment. - 13 - J:\CO3 876\M 18079\013 01 12.1.3 Power to Enter Into Contracts. The Association may enter into contracts with any person who is or was a director, officer, employee and agent of the Association in furtherance of the provisions of this Article and may create a trust fund, grant a security interest in property of the Association, or use other means (including, without limitation, a letter of credit) to ensure the payment of such amounts as may be necessary to effect indemnification as provided in this Article. 12.2 Expansion of Powers. If the Washington Business Corporation Act or the Washington Nonprofit Corporation Act is amended in the future to expand or increase the power of the Association to indemnify, to pay expenses in advance of final disposition, to enter into contracts, or to expand or increase any similar or related power, then, without any further requirement of action by the members or directors of this corporation, the powers described in this Article shall be expanded and increased to the fullest extent permitted. 12.3 Limitation on Powers. No indemnification shall be provided under this Article to any such person if the Association is prohibited from paying such indemnification by applicable law as then in effect. For example, no indemnification shall be provided to any director in respect of any proceeding, whether or not involving action in his or her official capacity, in which he or she shall have been finally adjudged to be liable on the basis of intentional misconduct or knowing violation of law by the director or that the director personally received a benefit in money, property or services to which the director was not legally entitled. No indemnification shall be provided under this Article to any person if payment of such indemnification would subject the Association to imposition of any of the excise taxes imposed pursuant to Sections 4941, 4942, 4943, 4944, or 4945 of the Internal Revenue Code of 1986, as amended from time to time, or would cause the Association to lose its tax exempt status (if any) from federal income taxation. 12.4 Rights Not Exclusive. The right to indemnification and payment of expenses in advance of final disposition of a proceeding conferred in this Article shall not be exclusive of any other right which any person may have or hereafter acquire under any statute, the Articles of Incorporation, Bylaws, agreement, vote of members or disinterested directors or otherwise. 12.5 Insurance. The Association may purchase and maintain insurance, at its expense, to protect itself and any director, officer, employee, agent or trustee of the Association or another corporation, partnership, joint venture, trust or other enterprise against any expense, liability or loss, whether or not the Association would have the power to indemnify such person against such expense, liability or loss under applicable law. - 14 - J:\C03876\M 18079\01301 ARTICLE 17 AMENDMENTS TO BYLAWS These Bylaws may be altered, amended or repealed, and new Bylaws may be adopted, by the Board or by the members, except that(i) as long as HUD or the 'Veterans Administration is guaranteeing any mortgage encumbering the Property, any significant material change in these Bylaws must be approved by HUD or the Veterans Administration, as appropriate, and (ii) any significant material change must be approved by the City of Renton, as appropriate. Any bylaw adopted, amended or repealed by the directors may be repealed, amended or reinstated by the members at the next meeting of members following such action,without further notice than this Bylaw. ARTICLE 18 PROHIBITED ACTIVITY 18.1 Self-Dealing. The Association will not engage in any act of "self-dealing" as defined in Section 4941(d) of the Internal Revenue Code of 1986, as amended from time to time (the "Code"), which would give rise to any liability for the tax imposed by Section 4941(a) of the Code. 18.2 Excess Business Holdings. The Association shall not retain any "excess business holdings" as defined in Section 4943(c) of the Code which would give rise to any liability for the tax imposed by Section 4943(a) of the Code. 18.3 Investments. The Association shall not make any investment which would jeopardize the carrying out of its exempt purposes, within the meaning of Section 4944 of the Code, so as to give rise as to any liability for the tax imposed by Section 4944(a) of the Code. 18.4 Taxable Expenditures. The Association shall not make any "taxable expenditures" as defined in Section 4945(d) of the Code which would give rise to any liability for the tax imposed by Section 4945(a)of the Code. The undersigned, being the Secretary of the Association, hereby certifies that these Bylaws are the Bylaws of Windwood Homeowners Association, adopted by resolution of the directors on October , 1999. DATED this day of October, 1999. Eric Evans, Secretary - 16 - J:\C03876\M 18079\01301 UNANIMOUS CONSENT RESOLUTIONS OF BOARD OF DIRECTORS OF WINDWOOD HOMEOWNERS ASSOCIATION (In Lieu of an Organizational Meeting) The following action is hereby taken by unanimous consent of all of the Directors of WINDWOOD HOMEOWNERS ASSOCIATION, a Washington nonprofit corporation, in lieu of an organizational meeting as authorized by the Washington Nonprofit Corporation Act: RESOLVED: That the proposed Bylaws presented to the Board of Directors are adopted as the Bylaws of the Association, and that the same will be inserted in the minute book of the Association. FURTHER RESOLVED: That the number of Directors of the Association be set at three (3). FURTHER RESOLVED: That the persons indicated below are elected to the offices set forth opposite their names until the next annual meeting of the Board of Directors and until their successors are elected and qualified: President Phillip I. Johnson Secretary Eric Evans Treasurer Thomas G. Brown FURTHER RESOLVED: That the funds of the Association will be deposited with such banks as the President of the Association from time to time designates, and that the printed resolutions supplied by such banks be inserted in the minute book immediately following these resolutions and be deemed to have been fully adopted as resolutions of the Association, duly adopted by the Board of Directors. FURTHER RESOLVED: That the Treasurer of the Association is hereby authorized and directed to pay all fees and expenses incident to and necessary for the organization of the Association. FURTHER RESOLVED: That the fiscal year of the Association is established as commencing January 1 and ending December 31, and that the officers of the Association are authorized and directed to take such steps as may be necessary to effect this selection of a fiscal year. - 1 - J:\C03876\M 18079\01101 ' UNANIMOUS CONSENT The undersigned, constituting all of the Directors of WINDWOOD HOMEOWNERS ASSOCIATION, hereby consent to the above action as of the day of October, 1999. DIRECTORS: Phillip Johnson Eric Evans Thomas G. Brown - 2 - J:\C03876\M 18079\01101 Return Address: CENTEX HOMES 2320 - 130th Avenue N.E., Suite 200 Bellevue, Washington 98005 DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR PLAT OF WINDWOOD, DIVISION 1 Grantor/Declarant: CENTEX HOMES Grantee: WINDWOOD HOMEOWNERS ASSOCIATION Legal Description: Abbreviated: Ptn of SW 1/4 of Section 11, Township 23 North, Range 5 East, W.M. Full: See Exhibit A Property Tax Account Numbers: 112305-9011-03 112305-9029-03 THIS DECLARATION is made this day of October, 1999, by CENTEX HOMES, a Nevada general partnership(hereinafter"Declarant"). - 1 - 1:\C03876\M 18079\01 102 RECITALS A. Declarant is owner of that certain property located in King County which Declarant has developed and submitted to the City of Renton as a formal subdivision composed of 59 lots. B. Declarant has formed a homeowners association to which only the lot owners of the Windwood subdivision will be members, to be registered with the Secretary of State, Washington, as Windwood Homeowners Association, a non-profit corporation. C. Declarant now desires to establish covenants for the purpose of protecting the value and desirability of the Plat of Windwood, and the rights and benefits of the lot owners thereof, of insuring the aesthetic quality and uniformity of the structures and improvements in said plat, and of defining the rules for the use and ongoing maintenance of its common areas. DECLARATION NOW, THEREFORE, Declarant hereby declares that the Plat of Windwood, Division 1, recorded in Volume of Plats, Pages through in King County, Washington, under King County Auditor's File Number , and any additional property as may hereafter be brought under the jurisdiction of this Declaration shall be held, sold and conveyed subject to the following covenants, conditions, restrictions and easements. These covenants, conditions, restrictions and easements shall run with the land and shall inure to the benefit of and be binding upon all parties, their heirs, successors and assigns, having any right, title or interest in the described plat or any part thereof. ARTICLE I. DEFINITIONS 1. "Association" means Windwood Homeowners Association, a Washington nonprofit corporation, its successors and assigns. 2. "Board" means the Board of Directors of the Association as provided for in the Bylaws of the Association. 3. "Bylaws" means the Bylaws of the Association and all amendments thereto. 4. "Common Area" means all real property and interests in real property (including the improvements thereto) owned by the Association for the common use and enjoyment of the Owners, and shall in all events exclude each of the Lots. - 2 - 1:\C03876\M 18079\01 102 The Common Area to be owned by the Association at the time of the conveyance of the first Lot is described as Tracts A, B, D, E and F of the plat of Windwood. 5. "Declarant" means Centex Homes, a Nevada general partnership, and its successors and assigns if such successors or assigns should acquire more than one (1) undeveloped Lot from the Declarant for the purpose of development and by written instrument in recordable form be specifically assigned the rights and duties of Declarant. 6. "Declaration" means this Declaration and any amendments thereto. 7. "Lot(s)" means any plot of land described in and shown on the recorded subdivision map of the Property, excluding the Common Area and areas deeded to governments or public agencies. 8. "Owner" means the record owner, whether one or more persons or entities, of a fee simple title to any Lot in the Property, including any person or entity holding a vendee's interest under a real estate contract for the sale of any such Lots, but excluding those having such interest merely as security for the performance of an obligation. 9. "Property" means the Plat of Windwood and such additional property as may hereafter be brought within the jurisdiction of the Association. ARTICLE II PROPERTY RIGHTS 1. Owners' Easement of Enjoyment Every Owner shall have a nonexclusive right and easement, in common with all Owners, of enjoyment in and to the Common Area. This easement shall be appurtenant to and shall pass with the title to every Lot, subject to the following provisions: (a) the right of the Association to dedicate or transfer all or any part of the Common Area to any public agency, authority, or utility for such purposes and subject to such conditions as may be agreed to by the members of the Association. No such dedication or transfer shall be effective unless an instrument agreeing to such dedication or transfer signed by two-thirds (2/3) of each class of members has been recorded; (b) the right of the Association to mortgage, pledge or deed in trust all or any part of the Common Area as security for money borrowed or debts incurred. No such - 3 - J:\C03876\M 18079\01102 mortgage, pledge or deed in trust shall be effective unless an instrument agreeing to such mortgage, pledge or deed or trust signed by two-thirds (2/3) of each class of members has been recorded; (c) the right of the Association to adopt rules governing the appropriate use and treatment of the Common Area and facilities; and (d) the right of the Association to require from any Owner reimbursement to the Association for damages caused to the Common Area or Lots due to such Owner's negligence or willful acts. 2. Delegation of Use Any Owner may delegate his or her right of enjoyment to the Common Area and facilities to the members of his or her family, his or her tenants, or contract purchasers who reside on the Property, in accordance with the Bylaws of the Association. ARTICLE III OWNERS ASSOCIATION 1. Establishment There is hereby created an association to be called Windwood Homeowners Association. 2. Form of Association The Association shall be a nonprofit corporation formed and operated pursuant to Title 24, Revised Code of Washington. 3. Membership Every Owner of a Lot shall be a member of the Association. Membership shall be appurtenant to and may not be separated from the ownership of any Lot. 4. Voting (a) Voting Membership. The Association shall have two classes of voting memberships: - 4 - J:\CO3 876\M 18079\01 102 Class A. Class A members shall be all Owners of Lots, with the exception of Declarant, and shall be entitled to one (1) vote for each Lot owned. When more than one person holds an interest in any Lot, all such persons shall be members entitled to one (1) aggregate vote for each such Lot owned. Class B. The Class B member shall be the Declarant, which shall be entitled to three (3) votes for each Lot owned by it. The Class B membership shall cease and be converted to Class A membership on the happening of the earlier of one of the following events: (1) when the total eligible votes in the Class A membership equal the total eligible votes in the Class B membership, or (2) on January 1, 2005. (b) Number of Votes. Except as provided above, the total voting power of all Owners shall equal the number of Lots at any given time and the total number of votes available to Owners of any one Lot shall be one (1) vote. When ownership in one Lot is in joint Owners, the vote for such Lot shall be exercised as they determine, but in no event shall more than one (1) vote be cast with respect to any one (1) Lot. If more than one vote is cast for a particular Lot, none of those votes shall be counted and those votes shall be deemed void. The vote for any Lot must be cast as a single vote. Fractional votes shall not be allowed. (c) Voting Representative. There shall be one (1) voting representative of each Lot. Declarant shall be the voting representative for each Lot owned by Declarant. Each individual Owner shall be the voting representative for each Lot owned by such Owner. Declarant and Owners may designate a voting representative other than themselves who need not be an Owner by written notice to the Board. Such designation shall be revocable at any time by actual notice to the Board. 5. Bylaws of Association (a) Adoption of Bylaws. Bylaws for the administration of the Association and the Property shall be adopted by the Owners at a regular or special meeting or by the Board. Declarant may adopt the initial Bylaws. Amendments to the Bylaws may be adopted by the Owners at a regular or special meeting, provided notice of the time,place and purpose of such meeting shall be delivered to each Owner at least ten(10) days prior to such meeting. - 5 - J:\C03876\M 18079\01102 (b) Provisions of Bylaws. The Bylaws shall be deemed to contain provisions identical to those provided in this Declaration, and may contain supplementary provisions not inconsistent with the provisions in this Declaration. To the extent any inconsistencies arise between the Bylaws and the Declaration, the Declaration shall control. The Bylaws shall establish such provisions for quorum, ordering of meetings and giving of notices as may be required for the proper administration of the Association and the Property. ARTICLE IV MANAGEMENT OF ASSOCIATION 1. Administration of the Property The Owners covenant and agree that the administration of the Property shall be in accordance with the provisions of this Declaration and the Bylaws. 2. Management by Declarant Declarant or a managing agent selected by Declarant shall have the power and authority to exercise all the rights, duties and functions of the Board, including but not limited to enacting reasonable administrative rules, contracting for required services, property and insurance, and collecting and expending all assessments and Association funds, until the earlier of: (a) one hundred twenty(120) days after all Class B membership terminates; or (b) the date on which Declarant elects to permanently relinquish all of its authority under this section by written notice recorded in the King County Auditor's office. 3. Management by Advisory Board Declarant may select an Advisory Board comprised of Owners. This Advisory Board shall have full authority and all rights, responsibilities, privileges, and duties to manage the Property as may be delegated from time to time by Declarant, and shall be subject to all provisions of this Declaration and the Bylaws. Declarant may at any time terminate this Advisory Board. - 6 - J:\C03876\M 18079\01102 4. Management by Elected Board At the expiration of Declarant's management authority as defined above, administrative power and authority shall vest in the Board elected by the Owners. The number, term, duties and powers and all matters relating to the organization of the Board shall be specified in the Bylaws. The Board may delegate all or any portion of its administrative duties to a manager, a managing agent or as may be provided in the Bylaws. ARTICLE V COVENANT FOR MAINTENANCE ASSESSMENTS 1. Creation of the Lien and Personal Obligation of Assessment Declarant, for each Lot, hereby covenants, and each Owner by acceptance of a deed or other conveyance for any Lot, whether or not it shall be so expressed in such deed, is deemed to personally covenant and agree to pay to the Association: (a) annual assessments or charges; and (b) special assessments for capital improvements, reconstruction or other purposes. The annual and special assessment shall be established and collected as hereinafter provided. The annual and special assessments or charges, together with interest, costs, and reasonable attorneys' fees incurred in the collection thereof, shall be a charge on the land and shall be a continuing lien upon the Lot against which each such assessment is made. 2. Purpose of Assessments The assessments levied by the Association shall be used exclusively to promote the recreation, health, safety, and welfare of the residents in the Property and for the improvement and maintenance of the Common Area. 3. Maximum Annual Assessment Until January 1 of the year immediately following the conveyance of the first Lot to an Owner, the maximum annual assessment shall be Dollars ($ )per Lot. - 7 - 1:\C03876\M 18079\01102 From and after January 1 of the year immediately following the conveyance of the first Lot to an Owner, the maximum annual assessment may be increased each year without a vote of membership as long as such increase is not more than five percent (5%) above the maximum assessment for the previous year. From and after January 1 of the year immediately following the conveyance of the first Lot to an Owner, the maximum annual assessment may be increased by an amount greater than five percent(5%) above the maximum assessment for the previous year only by a vote of two-thirds (2/3) of each class of members who are voting in person or by proxy, at a meeting duly called for this purpose. The Board may fix the annual assessment at an amount not in excess of the maximum assessment. 4. Special Assessments for Capital Improvements In addition to the annual assessments authorized above, the Association may levy in any assessment year a special assessment applicable to that year only for the purpose of defraying in whole or in part the cost of any construction, reconstruction, repair or replacement of any capital improvements upon the Common Area, including fixtures and personal property related thereto, provided that any such assessment shall have the assent of two-thirds (2/3) of the votes of each class of members who are voting in person or by proxy at a meeting duly called for this purpose. 5. Notice of Quorum for Any Action Authorized Under Sections 3 and 4 Written notice of any meeting called for the purpose of voting on any action requiring a two-thirds (2/3) vote under Section 3 or 4 shall be sent to all members of the Association not less than thirty (30) days nor more than sixty (60) days before the meeting. At the first such meeting called, the presence of members or of proxies entitled to cast forty percent (40%) of all the votes of each class of membership shall constitute a quorum. If the required quorum is not present, another meeting may be called subject to the same notice requirement, and the required quorum at the subsequent meeting shall be one-half (1/2) of the required quorum at the preceding meeting. No such subsequent meeting shall be held more than sixty(60) days following the preceding meeting. 6. Uniform Rate of Assessment Both annual and special assessments must be fixed at uniform rate for all Lots and may be collected on a monthly basis. - 8 - J:\C03876\M 18079\01102 7. Date of Commencement of Annual Assessments The annual assessments provided for herein shall commence as to all Lots on the first day of the month following the conveyance of the Common Area to the Association. The first annual assessment shall be adjusted according to the number of months remaining in the calendar year. The Board shall fix the amount of the annual assessment against each Lot at least thirty (30) days in advance of each annual assessment period. Written notice of the annual assessment shall be sent to every Owner. The due dates shall be established by the Board. The Association shall, upon demand and for a reasonable charge, furnish a certificate signed by an officer of the Association setting forth whether the assessments on a specified Lot have been paid. A properly executed certificate of the Association as to the status of assessments on a Lot is binding upon the Association as of the date of its issuance. 8. Effect of Nonpayment of Assessment and Remedies of the Association Any assessment not paid within thirty(30) days after the due date shall bear interest from the due date at the rate of ten percent (10%) per annum. The Association may foreclose the lien against the Lot by judicial or nonjudicial procedures, and interest, costs, and reasonable attorneys' fees of any such action shall be added to the amount of the assessment. No Owner may waive or otherwise escape liability for the assessments provided for herein by non-use of the Common Area or abandonment of his or her Lot. 9. Subordination of Assessment Liens to Mortgages Any lien upon a Lot for assessments created under this Declaration shall be subject and subordinate to any security interest perfected by a first deed of trust or mortgage granted in good faith and for fair value upon such Lot. The sale or transfer of any Lot pursuant to foreclosure, or to any proceeding in lieu thereof, of any such deed of trust or mortgage shall extinguish any such subordinate lien for accrued assessments. No such sale or transfer, however, shall relieve such Lot from liability for any assessments becoming due after such sale or transfer or from the lien therefor. 10. Subsidy by Declarant During the period in which Declarant retains the authority under these Declarations and the Bylaws to elect a majority of the Board, Declarant shall subsidize the Association to the extent that the expenses of the Association exceed the revenues raised by the collection of assessments. - 9 - J:\C03876\M 18079\01102 ARTICLE VI ARCHITECTURAL CONTROL 1. Improvements Subject to Architectural Control No clearing, grading, construction or placing of any building, fence, wall, substantial landscaping or other improvement shall be commenced or executed upon the Property, nor shall any exterior addition to or change or alteration therein be made until the plans and specifications showing the nature, kind, shape, height, materials and location of the same shall have been submitted to and approved in writing by the Architectural Control Committee (the "Committee"), in its sole discretion, as to harmony of external design and location in relation to surrounding structures and topography. In the event the Committee fails to approve or disapprove of such design and location within thirty (30) days after such plans and specifications are submitted to it for approval, approval shall not be required and compliance with this Article shall be deemed to have been met. Except that, any and all construction of improvements performed by Declarant shall not be subject to this provision. 2. Qualifications, Number and Term of Members of the Architectural Control Committee The Committee shall be composed of three (3) or more persons appointed by the Board to serve until removed by the Board. The members of the Committee need not be members of the Association. Except that, Declarant in its sole capacity shall have the right to exercise all the powers and duties of the Committee until ninety percent(90%) of all Lots are sold. 3. Purpose The purpose of the Committee is to protect and preserve the property value of the Lots and improvements thereon by preventing unsightly conditions and unsuitable improvements from existing on the Property. 4. Powers The Committee shall have the right to: (a) establish guidelines, procedures and requirements for the construction or alteration of any and all improvements to be erected or placed on any Lot or building site on the Property, including but not limited to requirements for - 10 - J:\C03876\M 18079\01102 elevation plans, specifications, plot plan, lot grading plans, workmanship and materials, height restrictions and building setback restrictions (the "Architectural Guidelines"); (b) review plans and specifications and other materials submitted in connection with the construction or alteration of any improvements on the Property and approve or disapprove such submittals in the context of the guidelines, procedures and requirements established by the Committee; and (c) recommend and approve the construction of walls, rockeries, fences, or other structures for the purpose of screening portions of the Property from public view, minimizing noise factors, increasing aesthetic value or for other reasons that would contribute to the enjoyment, convenience and benefit of all Owners, and establish the requirements for the size, height, plans and specifications, color and materials of such structures. 5. Procedure for Architectural Committee Approval The following procedures shall be applicable in obtaining approval from the Committee for any construction or alteration subject to the requirements described in this Article: (a) Request for Approval. Requests for approval shall be submitted to the Committee using the form and at the address specified in the Architectural Guidelines, or at the address specified by the Committee in a Notice of Change of Address which shall be recorded in the Department of Records and Elections in King County, Washington. Each request for approval shall be accompanied with all the plans and specifications required by the Committee. (b) Review By Committee. Within thirty (30) days of the submission of the request for approval, the Committee shall review the application and give its approval or disapproval, and in the case of disapprovals, shall set out specific reasons for the disapproval in reasonable detail. (c) Limitation. If any construction or alteration subject to this Article is made without Committee approval, the Committee shall have six (6) months from the date of completion of such construction or alteration to require compliance with this Article. If the Committee fails to provide written notice of such requirement within such time, Committee approval of such construction or alteration shall not be required and compliance with this Article shall be deemed to have been met. - 11 - J:\C03876\M 18079\01102 6. Nonliability for Approval of Plans Committee approval of plans shall not constitute a representation, warranty or guarantee, whether express or implied, that such plans and specifications comply with good engineering design or with zoning or building ordinances, or other governmental regulations or restrictions. By approving such plans and specifications, neither the Committee, the members thereof, the Association, any member thereof, the Board nor Declarant assumes any liability or responsibility therefor, or for specifications. Neither the Committee, any member thereof, the Association, the Board nor Declarant shall be liable to any member, Owner, occupant, or other person or entity for any damage, loss or prejudice suffered or claimed on account of: (a) the approval or disapproval of any plans, drawings and specifications, whether or not defective; or (b) the construction or performance of any work, whether or not pursuant to approved plans, drawings and specifications. 7. Declarant Exemption The Committee shall have no authority, power or jurisdiction whatsoever over any Lots owned by Declarant. This Article shall not be amended without Declarant's written consent set forth on the amendment. ARTICLE VII RESTRICTIONS APPLICABLE TO THE PROPERTY 1. Restrictions The following restrictions are applicable to all Properties: (a) All roofing material shall be "Premium Grade" composition equal to or better than that used by Declarant. (b) All siding material shall be vinyl, wood or brick, equal or better than that used by Declarant, unless approved by the Committee. (c) No living unit shall be less than 1,500 square feet in living area, exclusive of garage. - 12 - J:\C03876\M 18079\01102 (d) Any outbuilding and/or storage shed built on each Lot shall be (1) limited to one per Lot; (2) limited in size to 100 square feet total floor area and no higher than 10 feet in height from the lowest ground level to the highest peak of its roof; (3) finished in materials matching those of the house built on each such Lot; (4) painted using colors matching the house built on each such Lot; and (5) built in compliance with all applicable zoning and building codes. (e) All playground equipment or any playground structure on any Lot and in the Common Area shall be limited in height to no higher than 10 feet. (f) No mobile, manufactured or modular housing shall be permitted except as otherwise provided by this Declaration. (g) All driveways and parking bays shall be constructed of concrete or asphalt paving. (h) The location, color, size, design, lettering and other particulars of mail or paper delivery boxes shall be subject to the approval of the Committee. (i) Satellite dishes or other outside television, radio and ham radio antennas, which measure up to 30" in diameter or height, may be installed without prior approval of the Committee. Any satellite dish or antenna which exceeds 30" in diameter or height must be screened from view, and installation is subject to the prior approval of the Committee. (j) No outside overhead wire or service drop for the distribution of electric energy or for telecommunication purposes nor any pole, tower or other structure supporting said outdoor overhead wires shall be erected, placed or maintained upon the Property. Only underground service wires shall be used to connect to the underground electric or telephone utility facilities. (k) All fences shall be constructed to a height of no more than 72" inches and shall be of wood, vinyl or a Committee-approved substitute material. No solid fence shall be constructed beyond the front building setback line or beyond the side building setback lines, in the case of corner Lots. (1) All boats, boat trailers, travel trailers, motorized and non-motorized campers and other such recreational vehicles shall be stored within a garage or off-site. No car (whether operative or inoperative), boat, boat trailer, travel trailer, motorized or non-motorized camper or other recreational vehicle shall be parked outside of a garage or stored on any Lot or in the street right-of-way for more than 72 hours. - 13 - J:\C03876\M 18079\01102 (m) Except for subdivision or neighborhood identification signs at entrances stating only the name of the subdivision or neighborhood, no sign of any kind shall be displayed on any Lot, except one (1) professional sign of not more than five (5) square feet in size advertising the Lot and improvements thereon for sale or rent, or signs used by a builder to advertise the Lot and improvements during the construction and sales period. (n) Any improvements or structure erected or placed on any Lot in this subdivision shall be completed as to external appearance, including without limitation painting, within nine (9) months from the date of the start of construction, unless the Committee grants an extension after receipt of a written request therefor. 2. Waiver or Modification of Restrictions The Committee may by written determination waive or modify any restriction contained in this Article if the Committee finds that an extreme hardship may be imposed by a restriction and if a waiver or modification of such restriction would not have a significant adverse effect on the Property or the general plan of the development; provided that any waiver or modification shall apply only to the specific Lot and restriction set forth in the written determination. 3. Right of Entry for the Purpose of Verifying Compliance with Restrictions Any agent or officer of the Association may during regular business hours and upon twenty-four (24) hours' prior notice enter and inspect any Lot and the improvements thereon to determine compliance with the provisions of this Article. The Association, and any of its agents and officers, shall not be deemed guilty of trespass or liable for any reason for such entry or inspection. 4. Evidence of Compliance With Restrictions Records of the Association with respect to compliance with the provisions of this Article shall be conclusive evidence as to all matters shown by such records. After the expiration of six (6) months following the completion of any construction, addition, alteration or change to any improvement or structure, in the absence of any notice to comply or in the absence of any suit to enjoin such work within said period, then such improvement or structure shall be deemed to be in compliance with the provisions of this Article. - 14 - J:\C03876\M 18079\01102 ARTICLE VIII MAINTENANCE OBLIGATIONS OF OWNER 1. Maintenance of Exteriors Each Owner shall maintain his or her entire Lot and the improvements and structures thereon, including fences, in a neat and safe condition, satisfactory to the Board. Satisfactory yard landscaping must be completed within nine (9) months of an Owner's purchase of a Lot. In the event an Owner fails to comply with the requirements of this Article, the Association, after approval by two-thirds (2/3) vote of the Board, shall have the right through its agents and employees, to enter upon such Lot to repair, maintain and restore the Lot and the exterior of the improvements and structures thereon. The cost of such exterior maintenance shall be added to and become a part of the assessment to which such Lot is subject. 2. Owner's Obligation To Maintain Certain Plantings When the Association has permitted an Owner to plant a portion of the Common Area abutting the Owner's Lot, according to the Owner's landscaping design, the Owner shall thenceforth be obligated to maintain that portion of the Common Area encompassed by Owner's landscaping design. The Association shall have the right to elect to maintain such landscaped area and to charge the expense for the maintenance to the Owner as an assessment to be collected in the manner provided in Article V. Such right shall be exercised only after reasonable notice to the Owner. "Reasonable notice," as that term is used in this Article, shall mean mailing by certified mail to the last known address of the Owner shown on the books of the Association not less than ten (10) days before entry on such Owner's Lot is made or maintenance of Owner's landscaping in the Common Area is undertaken as provided in this Article. ARTICLE IX MAINTENANCE AND INSURANCE OBLIGATIONS OF ASSOCIATION The Association shall maintain and repair in a safe and clean manner and in conformance with all applicable laws, codes and regulations the Common Area, the entrance monument and surrounding landscape, any fence constructed upon the perimeter boundary of the Property, and any drainage or storm retention pond constructed by the Association upon the Property and not transferred to a governmental authority. - 15 - J:\C03876\M 18079\01102 ARTICLE X RESTRICTIONS ON USE OF PROPERTY BY OCCUPANTS 1. Restrictions on Use The following restrictions shall apply to the use of the Property: (a) No Lot shall be used except for residential purposes. Temporary, "model home" real estate sales offices shall be considered a residential use until all houses have been built and sold on all Lots. Home offices shall be considered a residential use so long as (1) no signs indicating a business or commercial use are posted on a Lot or direct people to the office located within a home on a Lot, and (2) the home office is not an office to which customers or clients of the business are invited or which generates any more than negligible traffic within the subdivision. (b) In addition to those easements for installation and maintenance of utilities, drainageways and drainage facilities reserved as shown on the recorded plat, each Lot shall be subject to an easement of 10 feet on the front property line for underground utility lines and distribution system, and to easements of 2.5 feet on each side property line of the Lot and of 10 feet on the rear property line of the Lot for drainage purposes. Within these easements, no structures, planting or other material shall be placed or permitted to remain which may damage or interfere with the installation and maintenance of utilities, which may change the direction of flow of drainage channels in the easements, or which may obstruct or retard the flow of water through drainageways in the easement areas. The easement area in each Lot and all improvements thereon shall be maintained continuously by the Owner, except for those improvements whose maintenance is the responsibility of a public authority or utility company. (c) No noxious or offensive activity shall be carried on upon any Lot, nor shall anything be done thereon which may become an annoyance or nuisance to any other Owner. (d) No structure of a temporary character, trailer, basement, tent, shack, garage, barn or any other out-building shall be used on any Lot at any time as a residence, either temporarily or permanently. (e) No animals, livestock or poultry of any kind shall be raised, bred or kept on any Lot, except that dogs, cats or other household pets may be kept, provided that they are not kept, bred or maintained for any commercial purpose. - 16 - J:\C03876\M 18079\01102 (f) No Lot shall be used or maintained for dumping for any material. Trash, garbage or other waste shall not be kept, except in sanitary containers. All incinerators or other equipment for the storage or disposal of such material shall be kept in a clean and sanitary condition. (g) No individual water supply system shall be permitted on any Lot. (h) No oil drilling, oil development operations, oil refining, quarrying or mining operations of any kind; no oil wells, tanks tunnels, mineral excavations or shafts; no derricks or other structures designed for use in boring for oil or natural gas shall be permitted, erected or maintained in or upon any Lot. (i) No individual sewage disposal system shall be permitted on any Lot. ARTICLE XI GENERAL PROVISIONS 1. Enforcement The Association or any Owner shall have the right to enforce by any proceeding at law or in equity all covenants, conditions, restrictions, liens or charges now or hereafter imposed by the provisions of this Declaration. Failure by the Association or by any Owner to enforce any such provision shall in no way be deemed a waiver of the right to do so thereafter. 2. Severability Invalidation of any one of these covenants or restrictions by judgment or court order shall in no way affect any other provisions which shall remain in full force and effect. 3. Term The covenants and restrictions of this Declaration shall run with and bind the Property for a term of twenty (20) years from the date this Declaration is recorded, after which time they shall be automatically extended for successive periods of ten (10)years. 4. Amendments by Declarant During the period in which Declarant retains the authority to elect a majority of the directors of the Association, Declarant may amend this Declaration by an instrument in writing filed and recorded in the Land Records of King County, Washington, without the - 17 - J:\C03876\M 18079\01102 approval of any member or mortgagee; provided, however, that: (i) in the event that such amendment materially alters or changes any Owner's right to the use or enjoyment of such Owner's Lot or of the Common Area as set forth in this Declaration or if such amendment adversely affects the title to any Lot, such amendment shall be valid only upon the written consent of two-thirds (2/3) of the then-existing members affected thereby; or (ii) in the event that such amendment would materially and adversely affect the security of any mortgagee, such amendment shall be valid only upon the written consent thereto of two-thirds (2/3) of the mortgagees so affected. Any amendment made pursuant to this section shall be certified by Declarant as having been duly approved by Declarant and such members and mortgagees, if required, and shall be effective only upon recordation or at such later date as shall be specified in the amendment itself. Each Owner, by acceptance of a deed or other conveyance to a Lot, agrees to be bound by any amendment permitted by this section and further agrees that, if requested to do so by Declarant, such Owner shall consent in writing to any amendment: (a) if such amendment is necessary to bring any provision into compliance or conformity with the provisions of any applicable governmental statute, rule or regulation or any judicial determination which shall be in conflict therewith; (b) if such amendment is necessary to enable any reputable title insurance company to issue title insurance coverage with respect to any Lots; (c) if such amendment is required by any governmental mortgage agency to enable such entity to make or purchase mortgage loans on any Lot; (d) if any such amendment is necessary to enable any governmental agency or reputable title insurance company to insure mortgage loans on the Lots; or (e) if such amendment is necessary to correct a scrivener's error in the drafting of this Declaration. 5. Amendments by Association Amendments to this Declaration, other than those authorized by Section 4 above, shall be proposed and adopted in the following manner: (a) Notice of the subject matter of the proposed amendment shall be included in the notice of the meeting of the Association at which such proposed amendment is to be considered and shall be delivered to each member of the Association. (b) At such meeting, a resolution adopting a proposed amendment may be proposed by either the Board or by members of the Association. Such amendment must be - 18 - J:\C03876\M 18079\01102 approved by members holding at least two-thirds (2/3) of the total votes in the Association, provided that: (i) any amendment which materially and adversely affects the security of any mortgagee must be approved by such mortgagee, and (ii) during any period in which Declarant has the authority to elect a majority of directors of the Association, such amendment must be approved by Declarant. (c) The agreement of the required percentage of the Owners and, where required, the Declarant and any mortgagee to any amendment of this Declaration shall be evidenced by their execution of such amendment or, in the alternative, and provided that Declarant does not then have the right to approve such amendment, the sworn statement of the President and any Vice President or Secretary of the Association attached to or incorporated in the amendment executed by the Association, which sworn statement shall state unequivocally that the agreement of the required parties was lawfully obtained. Any such amendment of this Declaration shall become effective only when recorded or at such later date as may be specified in the amendment itself. 6. City Approval of Amendments The Association shall notify the City of Renton of any meeting called for the purpose of approving any amendment to this Declaration pursuant to Section 5 above, and shall provide the City with a copy of the proposed amendment. Any such amendment shall be subject to the prior approval of the City; provided that if the City of Renton fails to approve or disapprove any amendment submitted to it within thirty (30) days of submittal, such City's approval shall be considered given. 7. Attorney-in-Fact Each Owner, by acceptance of a deed or other conveyance to a Lot, shall irrevocably appoint the Association as his or her attorney-in-fact, with full power of substitution, to take such action as reasonably necessary to promptly perform the duties of the Association and Board hereunder, including but not limited to the duties to maintain, repair and improve the Property, to deal with the Property upon damage or destruction, and to secure insurance proceeds. ARTICLE XII MORTGAGEE PROVISIONS The following provisions are for the benefit of holders, insurers or guarantors of first deeds of trust or mortgages encumbering Lots. The provisions of this Article apply to both the Declaration and to the Bylaws, notwithstanding any other provisions contained therein. - 19 - J:\C03876\M 18079\0l 102 1. Notices of Action An institutional holder, insurer, or guarantor of a first mortgage, who provides written request to the Association (such request to state the name and address of such holder, insurer, guarantor and the residence number, therefore becoming an "eligible holder"), shall be entitled to timely written notice of: (a) any condemnation loss or any casualty loss which affects a material portion of the Property or which affects any Lot on which there is a first mortgage held, insured, or guaranteed by such eligible holder; (b) any delinquency in the payment of assessments or charges owed by an Owner of a Lot subject to the mortgage of such eligible holder, where such delinquency has continued for a period of sixty (60) days; provided, however, notwithstanding this provision, any holder of a first mortgage, upon request, is entitled to written notice from the Association of any default in the performance by an Owner of any obligation under the Declaration or Bylaws of the Association which is not cured within sixty(60) days; (c) any lapse, cancellation or material modification of any insurance policy maintained by the Association; or (d) any proposed action which would require the consent of a specified percentage of eligible mortgagees. 2. Special Governmental Mortgage Agency Provisions So long as required by a Governmental Mortgage Agency, the following provisions apply in addition to and not in lieu of the foregoing. Unless at least two-thirds (2/3) of the total members of the Association entitled to vote thereon consent, the Association shall not: (a) by act or omission seek to abandon, partition, subdivide, encumber, sell or transfer the Common Area which the Association owns, directly or indirectly (the granting of easements for public utilities or other similar purposes consistent with the intended use of the Common Area shall not be deemed a transfer within the meaning of this subsection); (b) change the method of determining the obligations, assessments, dues or other charges which may be levied against an Owner of a Lot; - 20 - J:\C03876\M 18079\0 t 102 (c) by act or omission change, waive or abandon any scheme of regulation or enforcement thereof pertaining to the architectural design or the exterior appearance and maintenance of Residences, Lots and of the Common Area. The issuance and amendment of architectural standards, procedures, rules and regulations or use restrictions shall not constitute a change, waiver or abandonment within the meaning of this provision.); (d) fail to maintain insurance as required by this Declaration; or (e) use hazard insurance proceeds for any Common Area losses for other than the repair, replacement or reconstruction of such property. 3. Right To Pay Delinquent Charges Failure of an Owner to pay assessments levied by the Association shall not constitute a default under an insured mortgage. First mortgagees may, however,jointly or singly, pay taxes or other charges which are in default and which may or have become a charge against the Common Area and may pay overdue premiums on casualty insurance policies or secure new casualty insurance coverage upon the lapse of an Association policy, and first mortgagees making such payments shall be entitled to immediate reimbursement from the Association. Mortgagees shall have no obligation to collect assessments from Owners. 4. No Priority No provision of this Declaration or Bylaws gives or shall be construed as giving any Owner or other party priority over any rights of the first mortgagee of any Lot in the cases of distribution to such Owner of insurance proceeds or condemnation awards for losses to or a taking of the Common Area. 5. Amendment by Board Should any Governmental Mortgage Agency subsequently delete any of their respective requirements which necessitate the provisions of this Article or make any such requirements less stringent, the Board of Directors, without approval of the Owners, may cause an amendment to this Article to be recorded to reflect such changes. 6. HUD or Veterans Administration Approval The following actions shall require the prior approval of HUD or the Veterans Administration so long as HUD or the Veterans Administration is guaranteeing any mortgage in the Development: -21 - 1:\C03876\M 18079\01102 10. Professional Management In the event that Declarant or the Association enters into any contract with any person or entity to provide management or maintenance services to the project, such contract shall not exceed a reasonable term and shall provide that the Association shall have the right to terminate the contract for cause upon thirty(30) days' written notice and without cause upon ninety(90) days' written notice, without payment of a termination fee or penalty. DATED this day of October, 1999. CENTEX HOMES, a Nevada general partnership By: Centex Real Estate Corp., Washington Division, a Nevada corporation, its general partner By: Kenneth L. Krueger, Division President STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me KENNETH L. KRUEGER, who I know to be, or have satisfactory evidence that he is, the Division President of Centex Real Estate Corp., Washington Division, the general partner of CENTEX HOMES, a Nevada general partnership; who, under oath, stated that he was authorized to sign on behalf of such corporation and partnership the within and foregoing instrument and acknowledged it to be the free and voluntary act and deed of said corporation and partnership for the uses and purposes therein mentioned. DATED: (Signature) (Please print name legibly) NOTARY PUBLIC in and for the State of Washington, residing at My commission expires -23 - J:\C03876\M 18079\01102 EXHIBIT A TO DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR PLAT OF WINDWOOD Legal Description PARCEL A: THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11,TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 378.8 FEET OF THE WEST 125.00 FEET THEREOF; AND EXCEPT THE SOUTH 42 FEET OF THE REMAINDER THEREOF AS CONVEYED TO KING COUNTY UNDER RECORDING NUMBER 5799278 FOR SOUTHEAST 128TH STREET. PARCEL B: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 11; THENCE SOUTH ALONG THE WEST LINE OF SAID SUBDIVISION, 645 FEET TO THE TRUE POINT OF BEGINNING; THENCE EAST 1,320 FEET, MORE OR LESS,TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH, ALONG SAID EAST LINE 675 FEET; THENCE WEST 660 FEET; THENCE NORTH 660 FEET; THENCE WEST 660 FEET, MORE OR LESS,TO THE WEST LINE OF SAID SUBDIVISION; THENCE NORTH, ALONG SAID WEST LINE, 15 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF FOR ROAD; EXCEPT ANY PORTION LYING WITHIN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION; EXCEPT ANY PORTION LYING WITHIN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION. A- 1 J:\C03876\M 18079\01 l02 Windwood Homeowners Association Architectural Guidelines October , 1999 j:\c03876\m18079\01701 Windwood .rchitectural Guidelines Homeowners Association TABLE OF CONTENTS I. Introduction 1 A. Windwood Homeowners Association Responsibilities 1 B. Purpose of Architectural Guidelines 1 II. Architectural Guidelines 1 A. Architecture 1 1. Architectural Character 1 2. General Guidelines for Architecture 2 B. Landscape 4 1. Landscape Character 4 2. General Guidelines for Landscaping 4 III. Review and Approval Process 6 A. General Rules 6 B. Process/Submittal Requirements 7 C. Conditions of Approval 9 1. Completion of Landscaping 9 2. Signs 9 3. Hours of Operation 9 4. Temporary Structures 9 5. Unsightly Items 9 6. Building Material 9 7. Construction Equipment 10 8. Drainage 10 9. Workmanship 10 10. Enforcement 10 11. Violations 10 12. Amendments 10 13. Maintenance of Improvements 10 14. Conditions Not Covered 10 EXHIBITS: Property Improvement Form (Exhibit A) Notice of Completion Form(Exhibit B) j:\c03876\m18079\01701 Windwood hitectural Guidelines Homeowners Association Introduction A. Windwood Homeowners Association Responsibilities One of the responsibilities of the Windwood Homeowners Association ("Association") is the control of the physical character of the Windwood Community ("Community") to enhance the desirability and attractiveness of the Community. The Association is charged with the administration and enforcement of architectural control within the Community by the authority given to it in the Declaration of Covenants, Conditions and Restrictions ("CC&Rs") of the Association. The CC&Rs provide for an architectural control committee (the "Committee")with the authority to review and approve all drawings submitted to it for all proposed improvements within the Community(the "Improvements"). The CC&Rs authorize the establishment of guidelines the ("Architectural Guidelines") to be administered by the Committee. The CC&Rs provide authority to establish procedural rules appropriate to the type and nature of the proposed Improvement for which drawings have been submitted. B. Purpose of Architectural Guidelines The purpose of these Architectural Guidelines is to provide continuity for the physical character of the Community. The intent is to give specific design criteria to residential property owners ("Owners") for subsequent Improvements after the completion of original construction. The Architectural Guidelines are written to preserve a high quality of appearance, assure compatibility between Improvements, and to protect and enhance the Community's overall value. They are intended to be used by Owners and consultants in preparing drawings for architectural, landscape, and other Improvements; and by the Committee in reviewing these drawings for conformance with the stated objectives. The Committee reviews proposed Improvements for aesthetic purposes only. It is the Owner's responsibility to follow all applicable federal, state, and local building codes. II. Architectural Guidelines A. Architecture 1. Architectural Character The initial architectural character of the Community consists of a variety of architectural expressions. Subsequent architectural Improvements must be compatible with the original architectural character of the Community. Below are general guidelines for building materials, colors, and forms which are expressive of the Community's architectural character; and which will be used by the Committee in reviewing drawings for compatibility with the original design. - 1 j:\c03876\m 18079\01 701 Windwood hitectural Guidelines Homeowners Association COMPLIANCE WITH THE ARCHITECTURAL GUIDELINES SHALL NOT BE IN LIEU OF COMMITTEE APPROVAL. COMPLIANCE WITH THE ARCHITECTURAL GUIDELINES SHALL BE DETERMINED BY THE COMMITTEE AS PART OF THE APPROVAL PROCESS. THE ARCHITECTURAL GUIDELINES MAY BE MODIFIED FROM TIME TO TIME BY THE COMMITTEE. 2. General Guidelines for Architecture a. Maximum Heights The maximum building heights of all Improvements shall be consistent with the City of Renton Zoning Code. b. Minimum Setbacks The minimum building setbacks of all new construction shall be consistent with the City of Renton Zoning Code. c. Exterior House Walls The material, color, and texture of new exterior walls shall be compatible with the existing house walls. Any new fascia must match any existing fascia. Enhanced wall finishes, such as brick and stone, must be designed to wrap corners, to appear to be integral to the house design, rather than as applied decoration. New building features--such as planters, pot shelves, and solariums--must be compatible with the color and design of the existing home. The color of new downspouts must match the wall color, or be compatible. Blank two-story high walls should not face parks, streets, or other public viewing areas. d. Columns New columns should be integral with the house design, with a substantial scale (e.g. stout columns and deep recesses). Pipe columns are not permitted. e. Balconies The location, material, and color of new exterior balconies shall be compatible with the existing house. Balcony railings must be designed to obscure stored items, such as by using combination of metal railings and solid stucco walls; or by using wide wood pickets. Horizontal pipe railing is not permitted. f. Exterior Stairs The location, material, and color of new exterior stairs shall be compatible with the existing house. Stair supports must be designed as integral parts of the house. Pipe columns are not permitted. Prefabricated metal stairs are not permitted. Spiral stairs may be permitted if they are compatible with the house architecture. g. Roofs The slope, material, color, and texture of any new roof shall be identical to the existing roof. Mansard and flat roofs are not permitted. New roof features--such as skylights, chimneys, or solar equipment--must be compatible with the design of the existing house. Roof-mounted equipment must be completely screened. The color of new roof flashing, -2 - j:\c03876\m 18079\01701 Windwood hitectural Guidelines Homeowners Association diverters, vent stacks, and similar features must match the existing roof color. The color of new gutters must match the existing fascia or existing roof color, or be compatible. h. Skylights and Solar Equipment Skylights and solar equipment must be designed to be integral parts of the roof. Their form, location, and color must be compatible with the existing roof. Profiles must be minimized. All supports and piping for solar collectors must be enclosed. The color of skylights and solar collector frames must be compatible with the roof color. Exterior Windows and Doors The size, location, material, and color of new windows and doors shall be compatible with the windows and doors of the existing house. New accent windows and doors--such as greenhouse windows or French doors--must be compatible with the color and design of the existing house. Changes to windows and doors--such as glass tinting and decorative front doors--must be compatible with the color and design of the existing house. j. Awnings Awnings must be compatible with the color and design of the existing house. They must be simple in design and color. The size, location, and form must be in scale with the window. k. Garage Doors Changes to garage doors--such as replacement of a single-panel garage door with a roll- up door--must be compatible with the design and color of the existing garage door. Treatments that draw attention to the garage door---such as mirrored glass or ornate decoration on or around the garage door--are not permitted. Features to soften the dominance of the garage door on the streetscene are encouraged-- such as a horizontal trellis above the garage door, trees in the driveway, or a gateway at the front walk. Exterior Lighting New exterior light fixtures--such as decorative wall fixtures, lanterns on short columns, Malibu lights, uplights, and light posts--must be compatible with the design of the house. They must be simple in design and color. Overly ornate light fixtures (such as Victorian globes) or commercial light fixtures (such as contemporary light bollards) that establish an independent theme that conflicts with the overall streetscene are not permitted. All flood lights and other utilitarian light fixtures must be screened from the street and adjacent homes. Light fixtures operated by motion detectors are permitted if approved by Committee and if the fixture design is compatible with the architecture. All light fixtures must be directed away from adjacent streets and properties to prevent off-site glare. -3 - j:\c03876\m 18079\01701 Windwood hitectural Guidelines Homeowners Association m. Communication Equipment Subject to Article VII, Section 1(i) of the CC&Rs, all exterior radio antennae, television antennae, satellite dishes and other transmitting or receiving devices should be screened from any public or private street. n. Outdoor Storage All items stored outside--such as garden hoses, yard equipment, dog houses, trash cans, recycling bins, and compost containers--must be completely screened from streets, parks, greenbelts, and adjacent homes, including the second floors of adjacent homes. Storage sheds are only permitted in rear and side yards enclosed by high opaque walls. The top of the shed must be below the of the wall so that the shed is not visible from streets, parks, or other yards. o. Color Changes The original house colors must remain, unless written permission to change colors is given by the Committee. Any color changes must be compatible with the neighboring homes and with the architectural style of the house. B. Landscape 1. Landscape Character The landscape character of the Community is established by the initial development. Subsequent landscape Improvements must be compatible with the original design. 2. General Guidelines for Landscaping a. Landscaping in yards visible from streets The primary purpose of landscaping in private yards visible from streets--such as front yards and corner side yards--is to produce an attractive street appearance. All yards visible from streets must be irrigated. Trees Trees installed by the original builder in other locations must remain, unless the removal or replacement of the tree is approved in writing by the Committee. Thematic landscape features Thematic landscape features with overly-distinctive colors, forms, or materials that establish an independent theme that detracts from the overall streetscene--such as mirror balls, pink flamingos, Astroturf, rock gardens, gravel yards, boulders in turf areas, boulders over twelve inches high in shrub areas, cactus, waterfalls, fountains which are incompatible with the architecture, railroad ties, and split rail fencing--are not permitted in private yards visible from streets. b. Landscaping in yards not visible from streets Except for patio covers and gazebos, the top of all landscape features--such as garden walls, fences, statues, sculpture, waterfalls, and fountains--should be below the top of the perimeter wall or screened with landscaping to be invisible from surrounding streets, parks, greenbelts, and adjacent homes. -4- j:\c03876\m 18079\01701 Windwood hitectural Guidelines Homeowners Association Play equipment may be permitted to exceed the height of the perimeter yard wall, if it can be adequately screened with landscaping. c. Fences Fences visible from streets must be simple in design. The color of the fence must be compatible with the house. Decorative wood fences--such as picket fences--are permitted if compatible with the architecture and if approved by the Committee. Fences of chain link, poultry wire, woven wire, aluminum, sheet metal, plastic, fiberglass, reeds, straw, rope, and other similar temporary or commercial materials are not permitted. d. Drainage Area drains must be installed in private yards for adequate drainage to permit the plants to survive and to minimize the ponding of water. The drainage pattern established with the original grading of the lot must be maintained. No drainage will be permitted onto common area slopes, landscaping, or adjacent lots. e. Use of neighbor's yard The use of a neighbor's yard for construction access is not permitted unless the neighbor has given written consent. The use of property owned and/or maintained by the Association for construction access is not permitted, unless the applicant signs a waiver of damage and posts a construction deposit in an amount determined by the Committee, for repair of damage to property owned and/or maintained by the Association. - 5 - j:\c03876\m 18079\01701 Windwood hitectural Guidelines Homeowners Association III. Review and Approval Process A. General Rules 1. Construction of any Improvement, including landscaping, may not begin until the Committee has approved drawings depicting the proposed Improvement. Yards must be completely landscaped within nine (9) months from close of escrow. 2. After close of escrow, detailed drawings and a completed "Property Improvement Form" must be submitted to the Committee at least thirty(30) days prior to commencement of construction. No plan reviews shall be conducted until escrow has closed. The drawings and forms should be sent to the "Windwood Architectural Control Committee" as follows: Windwood Architectural Control Committee c/o Centex Homes 2329 - 130th Avenue N.E., Suite 200 Bellevue, Washington 98005 3. The Committee has thirty (30) days from the receipt of the submittal of a complete (as determined by the Committee) submittal package, to approve or deny the submittal. The applicant must obtain a dated written receipt for all plans and specifications submitted. Incomplete submittals will be denied. If the Committee fails to transmit its decision within thirty (30) days after receipt of a complete submittal package, then the submittal will be deemed approved. 4. When construction is completed, a "Notice of Completion" and photographs of the completed Improvements must be delivered to the Committee, for its use in determining if the Improvements were constructed according to the approved drawings. A representative of the Committee may also inspect the Improvements. 5. Construction must not disturb neighbors or their yards or property or common area or any other homeowners association in the Community. The use of a neighbor's yard for construction access is not permitted unless the neighbor has given written consent which must include a description of the access area. The use of property owned and/or maintained by the Association for construction access is not permitted, unless authorized by the Association and the applicant signs a waiver of damage and posts a construction deposit for repairs of damage to property owned and/or maintained by the Association. Any authorization for construction access by the Association must be in writing and must include a specific description of the access area. 6. Approval of Improvements by the Committee is for aesthetic purposes only. It is the applicant's responsibility to see that all federal, state, and local ordinance and codes are followed. Permits may be required by a public agency. 7. The Committee's approval of drawings refers to conformance with the CC&Rs and these Guidelines. By approving the drawings neither the Committee, any members thereof, the Association, the Members, the Board of Directors, designated representatives, agents, Centex Homes, nor the merchant builder assumes liability or responsibility therefor, including without - 6 - j:\c03 876\m 18079\01701 Windwood hitectural Guidelines Homeowners Association limitation architectural or engineering design, or for any defect in any structure constructed from such drawings. B. Process/Submittal Requirements Step 1 Applicant reviews the Guidelines and prepares plans, elevations, and cross-sections depicting the proposed new Improvements showing: • Owner's name, date, address and lot number of residence, north arrow, scale of plans (1/8" = 1'-0" or 1/4" = 1'-0") • Designer/contractor's name, address, and phone numbers • A dimensioned hardscape plan showing new and existing paving, walls, fences, pools, patio covers, drainage, and structures accurately described as to materials, length, height, and angles • A dimensioned planting plan showing new and plants accurately described as to plant type, size, and location. • A dimensioned roof plan for room additions showing new and existing roofs accurately described as to material, slope, and drainage. • Dimensioned floor plans for room additions showing new and existing rooms accurately described as to wall locations, columns, doors, windows, and other features that impact the exterior of the house. • Dimensioned elevations for room additions showing new and existing walls accurately described as to materials, colors, doors, windows, and other features that impact the exterior of the house. • Photographs and dimensioned details as needed to describe the improvements, including a cross-section of any patio cover and a photograph of any skylight specifying the height, material, color, and appearance For major projects, preliminary design drawings should be submitted prior to preparation of construction documents. The speed of Committee approval is based on the amount of information given on the drawings. Inadequate information will cause the Committee to deny the application. Step 2 Applicant completes Property Improvement Form. (Exhibit A) - 7 - j:\c03876\m 18079\01701 Windwood _hitectural Guidelines Homeowners Association Step 3 Applicant submits the completed Property Improvement Form and two (2) sets of drawings to the "Windwood Architectural Control Committee" as follows: Windwood Architectural Control Committee c/o Centex Homes 2329 - 130th Avenue N.E., Suite 200 Bellevue, Washington 98005 No plan reviews shall be conducted until escrow has closed. Step 4 Committee reviews the Property Improvement Form and the drawings for completeness and consistency with the Guidelines. It approves or denies the submittal. Approval may be given with conditions. If the approval is of preliminary design drawings, then the Applicant must prepare final construction documents for review and approval by the Committee. Step 5 Applicant reviews the Committee's comments and notifies the Committee if there are any questions. Step 6 If the Committee has granted final approval and the Applicant understands the Committee's comments, then construction must begin within one hundred eighty (180) days after approval by the Committee. Unless otherwise required by the Committee, construction as to external appearance of Improvements, must be completed within nine (9) months after approval of the Committee. Yards must be completely landscaped within nine (9) months from close of escrow. Step 7 Construction must proceed in a manner consistent with the approved drawings. All deviations must be reviewed and approved in writing by the Committee. Step 8 Within thirty (30) days after construction is completed, the Applicant submits a Notice of Completion to the Committee. (Exhibit B) Step 9 Committee visits the site within sixty (60) days after receiving the Notice of Completion and determines if the Improvements were constructed according to the approved drawings. Failure to obtain Committee approval constitutes a violation of the CC&Rs and may require the unauthorized Improvement to be removed at the Owner's expense. - 8 - j:\c03876\m l 8079\01701 Windwood .__„hitectural Guidelines Homeowners Association C. Conditions of Approval The following conditions shall be the conditions of any Committee approval. They shall be deemed incorporated by reference in all drawings or the Committee's approvals. The Applicant shall have the responsibility to ensure that these conditions of approval are observed by all persons or firms engaged by the Applicant to construct and/or install the Improvements. 1. Completion of Landscaping Landscaping for any residential lot shall be installed within nine (9) months following the conveyance of the lot to the first Owner thereof. 2. Signs Only a for-sale sign, for-rent sign, or security service sign permitted in the CC&Rs shall be displayed on any house or in any yard. Signs used by a building to advertise the lot and Improvements thereon are permitted during the construction period. 3. Hours of Operation Construction is only permitted between the following hours: Monday through Friday Between 7:00 a.m. and 5:00 p.m. Saturday Between 8:00 a.m. and 4:00 p.m. Sunday No work permitted. If current City regulations are more restrictive, they shall prevail. 4. Temporary Structures Temporary structures are not permitted unless approved in writing by the Association Board of Directors. 5. Unsightly Items Rubbish, debris and unsightly material or objects shall not be stored or permitted to accumulate on streets, sidewalks, common areas, or on property owned and/or maintained by the Association. Each week, all rubbish, debris and unsightly material or objects shall be removed from the unit or lot. The Owner is financially responsible for any trash cleanup work the Association deems necessary to comply with this restriction. 6. Building Material Building material, including sand and bricks, shall not be stored on streets, sidewalks, or common areas. All building material must be stored on the Applicant's property. The Applicant is financially responsible for any cleanup and repair work the Association deems needed to comply with this restriction. -9- j:\c03876\m 18079\01701 Windwood _hitectural Guidelines Homeowners Association 7. Construction Equipment Trash bins cannot be placed on streets or other areas of the Community that are exposed to the public for more than four(4) consecutive calendar days unless otherwise approved in writing by the Committee. "Prohibited Vehicles," as described in the CC&Rs, including trucks, concrete mixers, trailers, compressors, and other similar types of construction equipment, are not allowed in any driveway or other exposed areas or any street except for the purposes of loading, unloading and making deliveries or emergency repairs, unless otherwise approved in writing by the Committee. The Owner is financially responsible for any equipment removal and repairs the Association deems necessary to comply with this restriction. 8. Drainage Proper drainage is required. Unless adequate alternative provisions are made for drainage, the original drainage system on the applicant's property shall be left undisturbed. This includes gutters, downspouts, underground drains, and swales. 9. Workmanship The quality of new Improvements shall match the quality of existing Improvements. The Committee may require the applicant to rebuild Improvements which are of substandard workmanship. The Owner is financially responsible for any rework the Association deems necessary to comply with this restriction. 10. Enforcement Failure to obtain Committee approval for new Improvements or changes to existing Improvements constitutes a violation of the CC&Rs and may require the construction to be removed at the Owner's expense. 11. Violations Owners shall have the right and responsibility to notify the Committee of any potential violation of the CC&Rs and the Architectural Guidelines. 12. Amendments These Guidelines (and the provisions set forth in the CC&Rs regarding architectural control) form the criteria for evaluation of drawings submitted for review and approval by the Committee. These Guidelines may be amended or supplemented from time to time, as provided for in the CC&Rs. 13. Maintenance of Improvements The repair and maintenance of any Improvement shall be the responsibility of the installing Owner or subsequent Owners. 14. Conditions Not Covered Any condition not covered in these Guidelines or the CC&Rs shall become a matter of discretionary judgment on the part of the Committee, acting in good faith on behalf of the best interest of the Association and Community, as a whole. If there is any conflict between the provisions of these Guidelines and the CC&Rs,the provisions of the CC&Rs shall control. - 10 - j:\c03876\m 18079\01701 Windwood Architectural Guidelines Homeowners Association Exhibit A Property Improvement Form Today's Date: Address where work will take place: Applicant's Name: Signature: Mailing Address: Daytime Phone: Evening Phone: Type of Work: Room addition Cl Front yard❑ Fence/Wall❑ Spa❑ (Please check one or more) Patio cover or gazebo Q Rear yard Cl Lighting❑ BBQ❑ Other Please attach three (3) sets of drawings. Include the current date and the property address on each sheet. Please fold to 8 1/2 by 11 inches. Please do not write below this line. The proposed project has been Approved Denied Signed: of the Architectural Control Committee Date: General Conditions: 1. Architectural Control Committee approval does not waive or constitute or reflect compliance with any federal, state, or local regulation. 2. Architectural Control Committee approval does not constitute acceptance of any technical or engineering specification; and the Homeowners Association assumes no responsibility for such. The property owner is responsible for all technical and engineering specifications. The Architectural Control Committee reviews for aesthetic purposes only. 3. Landscaping for any residential lot shall be installed in all yard areas within nine (9) months following the conveyance of the lot to the first owner thereof. 4. Any oversight of a provision of the CC&Rs, or a provision in the Architectural Guidelines, does not waive the rule. Corrections may be required. 5. The use of a neighbor's yard for construction access is not permitted unless the neighbor has given written consent which includes a description of the access area. The use of property owned and/or maintained by the Homeowners Association for construction access or storage is not permitted, unless authorized in writing by the Homeowners Association and the Applicant signs a waiver of damage and posts a construction deposit for repairs of damage to property owned and/or maintained by the Homeowners Association. 6. Building materials may not be stored on streets, sidewalks, common areas, or on property owned and/or maintained by the Homeowners Association. Streets may not be obstructed by construction equipment. 7. The property owner is financially responsible for any repairs to property owned and/or maintained by the Homeowners Association damaged by a property owner's project. 8. Approval of drawings is not authorization to proceed with Improvements on any property other than the lot reviewed by the Architectural Control Committee and owned by the applicant. 9. Approval of drawings is not authorization to revise the original drainage system installed by the homebuilder and approved by the City. 10. Approval is for aesthetic purposes only. Approval is subject to good landscape practices(e.g., proper spacing of trees,adequate drainage, and appropriate types of vines on walls). An approval SHALL NOT be held to permit any violation of federal,state,or local regulation. A - 1 j:\c03876\m18079\01801 • Windwood Architectural Guidelines Homeowners Association Exhibit B Notice of Completion Form Today's Date: Address where work will take place: Property Owner's Name: Signature: Mailing Address: Daytime Phone: Evening Phone: Type of Work(Please check one or more): Room addition❑ Front yard❑ Fence/Wall❑ Spa❑ Patio cover or gazebo❑ Rear yard Q Lighting❑ BBQ❑ Other Notice is hereby given that the undersigned is the owner of the property where the work took place and that the work was completed on the date specified below: Date work was completed: Property Owner's Signature: Today's Date: FOR ARCHITECTURAL COMMITTEE USE ONLY: signed date The following action is required for the Notice of Completion to be approved by the Architectural Committee: B- 1 j:\c03876\m 18079\01901 a.. CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: November 5, 1999 TO: Kayren Kittrick FROM: Bob Mac Onie SUBJECT: Windwood,Division 1,LUA-99-094-FP Format and Legal Description Review Sonja J. Fesser and I have reviewed the above referenced final plat submittal and have the following comments: Comments for the Applicant: The City of Renton land use action number(LUA)and land record number(LND), currently noted on Sheet 1 of 6, need to be noted on all drawing sheets. The legal description for"Parcel A"should note the first"EXCEPT"descriptive on a separate line. The second exception for"Parcel B" includes an extra"of the Southwest Quarter" in the legal. In any case,this exception does not appear to be relevant since Parcel`B"is the captioned and therefore limited to the Northwest quarter of the Southwest quarter of Section 11. We suggested that said second exception be removed from the legal as it is extraneous and a potential source of error. Complete City of Renton Monument Cards, with reference points for right of way monuments. Note under"Easement Legend' (Sheets 4, 5 and 6 of 6)that the street monument to be set is a City of Renton monument,not King County. Sheet 5 of 6 misspells the word"monument." An updated Plat Certificate,noting that Centex Homes is the vested owner of the subject property, is needed before the final plat can be approved. Note: A Plat Certificate included with the previous final plat submittal listed Centex Real Estate Corporation as the owner. Include the City of Renton under the"Easement Provisions"block(Sheet 2 of 6). Item No. 15 under"General Notes"(Sheet 2 of 6)refers to a utility easement located within "TRACT D." Sheet 4 of 6 shows said easement located within Tract Y. There is no"Tract D." Sheets 3, 4 and 6 of 6 reference county names(148th Ave SE and SE 128th Street)for city street names(Nile Ave NE and NE 4th Street). Change the names accordingly. \\TS SERVER\SYS2\COMMON\H:\FILE.SYS\LND\10\0345\RV991102.DOC November 2, 1999 Page 2 See the attachment(Sheet 3 of 6)for circled dimensions that need revision or clarification. The first reference to"Rosario Avenue NE" [north of NE 4th Street(SE 128th Street)on Sheet 4 of 6] is misspelled. Addressing for the plat is attached and should be noted on the drawings. Note that the properties to the southwest of the subject property are unplatted(Sheet 3 of 6). Sheet 2 of 5 indicates that there is to be a recorded covenant document for this subdivision. To date, we have not reviewed any covenant document. Is this a reference to the Homeowners' Association document? Check spelling error under Item No. 11 of"General Notes"(Sheet 2 of 6). The new easements shown for the benefit of future owners of the proposed lots are not easements until such time as ownership of the lots affected are conveyed to others. The conveying document will need to include a statement about together with and/or subject to specific easement rights. The surveyor's stamp has expired. Tract N shows an unexplained and undefined easement boundary. Fee Review Comments: The Fee Review Sheet for the final long plat review is provided for your use and information. w,_. 1 ,/L 110V14 I „ L . /WOOD PLUG & TACK (10-89) i _ I- co v v CD i-, 148 7'27'27'W 2619.41' 5201.90' `r) 654.85' 2582.4 2619.41 /\ Nr--- I ? E 1/4 CORNEF FND CASED C( w/3" DISC & (10-89) �- , i vi. `°I IOW Ilk I SCALE: 1" = 200' 1 0' 100' 200' 4 ,�280•20, '00-.1 -- <: GRAPHIC SCALE ( rn :` (SEE NOTE) cn - I S o co I I- I W al W L13 litit; rc2 V) 18 Z -4- 0 w U -2-6 (0 CV `n ' r O L' 1 V — — c 6111 $T -t--q-C \ z (�_N 20 16 N ' <.,\ -L J I rn 21 15 C CO ,�O PG� 22 14 _; .cam I c�., V 23 13 Li ;-- 0 24 12 _- I w in 25 17 j i Y' W r <-,`-'' O 26 10 = -_- o ,' 27 9 CURVE TABLE LA Y8 Z 8 CURVE LENGTH RADIUS DELTA C1 1 46.261 29.00 91'23'49" 29 > 7 C2 45.551 29.00 90'00'00" In _ t_ ‘. - -_ 6 NI r NE 5TH ST L12 �-- 'NQ a 1 C2cr) 5 !.1-I LINE TABLE w 4 LINE LENGTH BEARING CO � L2 15.00 I N89'43'53"w r` 3 O L3 128.16 N62-23'34"W L4 41.61 N67'23'36"w i `V o Z L5 1 41.61 N72-48'48"W 125.047 \ z 2 Li_O L6 I 41.61 N78-13'S9"W 0 1.27"W ( \ /yam 1 L7 41.61 N83'39'11"W 2 � . 4TN _L10 C1 L8 72.36 N88'08'48"W . 1 PLACE,J ►- L9 90.00 N01-38'33"E �¢ w . \1 L10 1.26 N88'21'27"W Q,-� (4 LS = L11 40.38 N09'33'18"E 6 cp loco L6 L7 L8 (n L12 60.00 N89'45'16"W p .; L13 76.24 N89'45'16"W Z " L14 66.09 N44'47'08"W L15 I 95.05 N87'54'27"W' — — 1; 530.52' li t 530.55' - 1311.17' _) --1 N88'21'27"W - I - 2622.55' MEAS 2622.33� 262.2.46' , 14 }" ' E // S 1/4 CORNER 14. 5119aE.T. ? P FND BRASS SURFACE/ MON (10-89) ;UBDIVISION 91 (BASED ON ;ES TO CITY OF RENTON MONUMENTS 1851 AND 1852) .�� i pRY, r. '4VN .�►�� F, F � � Wq.4ir��. 1 In N g°' "' � '' / l �\ f9G� r . al ce \,. - e 1 6 , 1 ' ".. I'l° 6.,& ) .. ‘'• • L: t'-il ' (i.kiS ,e 'IN,s, ,,)‘ • 1.1 •' MI la -,34 4, aki. I. ' .all I •.1:- '4Th St •v t Ir1 611 Avot., v- 4 514 5 J 5 ,c17 1 1 s I s , 5 54 -I A, � 541.6 Ai Ill ill f �w� a�' � Tim' ' 6YYiCl MI y 1E1 Ste- 5 1 5ie „acm 1 = - \ sit, 54 . sip 5/ n t�L�N V ,y 5� ! al sig. qsq.,6 S I7 . 1;:),y' Q J I •�J \ 6tlo� I"a ;ems . NM Al r -: .-:-'--:':- • TZ-.--- ,,M; EV . i N2•1 <19 it 1 I1)i i tkib .) 1 - f zo - %.0,, \ / i ; g .s . ,{-4, if • z... iv - % o !�0 \t , . c ____ .. ._. , ------ ,\ , pt oil, _ ._ , ; : : , ___._________: \ , croc:. . \\,...... ......._:„____,:=2.... .,..........„____A„ • NE y =Ran ......„,„,„„„„. 61b°° ...__ _ (ro- 1 ITY OF RENTON + r uj♦ BOARD OF PUBLIC WORKS - INTr-cY0 LI 1 '0 91. Jesse Tanner, Mayor November 1, 1999 Mr. Tom Brown do CENTEX HOMES 2320 - 130th Ave.NE, Suite #200 Bellevue WA 98005 SUBJECT: On/Off-Site Deferral,WINWOOD DIV. I NE 4th St. (5900-6000 Block),Renton,Washington Dear Mr. Brown: At the October 27, 1999 meeting of the Board of Public Works, the Board granted a deferral for a period of 6 months to complete sidewalks, final lift of asphalt (2" class B), fine tuning details of the detention pond, and storm sewer and water main completion in NE 4th P1. to NE 5th/Quincy Ave., subject to the following conditions: 1) that the sidewalk improvements be installed in front of the homes prior to occupancy; and 2) that a security device be posted in the amount of $143,150.55 (150%of the cost of improvements). Be advised that the date the Board grants the deferral is the temporary effective date of the deferral, subject to the applicant providing said security device within 30 days which is December 1, 1999. If the security device is accepted, the deferral then becomes permanent, subject to any other conditions placed by the Board. If you fail to submit an approved security device within the 30-day period, the deferral becomes null and void. A sample form is enclosed for your use. Please ensure that the effective date of the set aside is December 1, 1999, with an open-ended expiration date to expire when the deferred improvements are installed and approved. Once the improvements have been installed, then written documentation shall be submitted for the record and the security device will subsequently be released. Your deferral will expire on April 29,2000. You may call Paul Lumbert, Board Coordinator, at(425) 430-7304 if you have any questions or need additional information. Sincerely, • i ' Mickie Flanagan Recording Secretary cc: Paul Lumbert Yellow File 1055 South Grady Way - Renton, Washington 98055 (425)430-7204 FacAlmlle (425)430-7241 WINWD-I-DOC\ LENTEX HOMES 2320 130th Avenue N.E. Suite #200 Bellevue, Washington 98005 Bellevue: 425 882-3611 Seattle: 206 622-8288 Everett: 425 355-4492 Fax: 425 883-3448 October 19, 1999 -ITY OF RENTON Kayren K Kittrick .I ,T, 2 2 1999 City of Renton Municipal Building, 6th Floor d< DIVISION 1055 South Grady Way Renton, Washington 98055 RE: Windwood Subdivision Final Plat Dear Ms. Kittrick: Enclosed for the City to review are two (2) copies of the Homeowner's Association documents and Conditions, Covenants and Restrictions for the Windwood project. If the documents are acceptable to the City, please contact us and we will start the process to get the association registered with the State. If there are any changes that the City deems necessary to these documents,please contact our office at 425/882-3611. Sincerely, dr— Tom Brown Project Manager, Centex Homes CC: Eric Evans, Centex Homes Bill Dunlap, Triad Associates TB/tlh Budivs 111 October 12, 1999 varm TRIAD ASSOCIATES Kayren Kittrick Project Management City of Renton Civil Engineering 1055 South Grady Way Land Surveying 6th Floor Land Use Planning Renton, WA 98055 DIN oMFNT PANNING ndscape Architecture RENTON Site Design RE: Windwood OCT 1 Triad Job No. 95-243 R 1999 ECEIVED Dear Kayren, As you requested at our last meeting, enclosed for your review are two copies of the revised final plat for Windwood Division 1. We have revised the Division 1 lots adjacent to Rosario Avenue NE as we discussed with you and Paul Lumbert several weeks ago. There are still a few loose ends, but we are getting close to being able to proceed with recording. Please call me if you have any comments or need additional information. Also please direct us as to any other parties that need to receive copies of the revised final plat so that we can avoid any delay in recording it. Sincerely, TRIAD ASSOCIATES William W. un ap, Jr., PE Project Manager WWD/amm Enclosures Cc: Tom Brown, Centex Homes Paul Lumbert, City of Renton 11814 115th Avenue NE,Kirkland,Washington 98034-6923 Phone 425.821.8448 Toil Free 800.488.0756 Fax 425.821.3481 Internet www.triadassoc.com City of Renton Department of Planning/Building/Public V ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET • REVIEWING DEPARTMENT: Fare. rreve Ak(cr(n COMMENTS DUE: AUGUST 31, 1999 APPLICATION NO: LUA-99-094,PP DATE CIRCULATED: AUGUST 02, 1999 APPLICANT: Centex Homes (Tom Brown) PROJECT MANAGER: Kayren Kittrick PROJECT TITLE: Windwood Phase I Final Plat WORK ORDER NO: 78554 LOCATION: SITE AREA: 12.46 acres BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: Forty(40)single-family home sites with plat amenities including water, sanitary sewer,surface water drainage features, paving, curb,gutter, sidewalk,signs and street lights for a Preliminary Plat approved by King County and annexed by the City of Renton. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS ID 06...14,41v We have review d this applica 'on with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where ad itional inform i is needed to properly assess this proposal. n), 2/90C Signatu of rector or Author e R resentative Date ,J routingform Rev.10/93 : A) CITY 0..,AF RENTON dr NAL tip Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 21, 1999 Mr. Bill Dunlap Triad Associates 11814- 115th Avenue NE Kirkland,WA 98034 SUBJECT: Windwood Phase I Final Plat Project No. LUA-99-094,PP Dear Mr. Dunlap: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. You will be notified if any additional information is required to continue processing your application. Please contact me, at(425)430-7299, if you have any questions. Sincerely, K4a) Kayre Kittrick Project Manager cc: Centex Homes/Owners acceptltr 1055 South Grady Way-Renton,Washington 98055 .,tom hr•: }:h' >3- 11-..r i44%•r:.rl. rrn• r,:f ..::::. ::: .. :�^>}:y is ..;•rr:i.:2/J frf... :\\ a.'t..r:•:: t.t•,, ..r:r.r r : - -. :.i:•..,rt:':. :.:'.:: .:]2.<), s::.<c,:r::::r:5i;:%:i 1.... ..L; :`+•i R, ,. .,..... :r.2t�2:., ..:s...., /rY:..;x fn. n> ...<...aN:K-x.�,>R f.>,tf..,.....,. ,. ,. ... ::: > ^•„9.::::.. ..i....... .....;r ..i...?Y..c..:?......:.>;•:.... : riS.. :. r. ..}..::t-.:...::.::.::..:::::::.... .. .. 2tt•-::.•..-.s2st•t•-, .... ::r:...?.h.:..., r.. .,:�:.}...�. ...:�:}.. ...4.<„ �<,<.,..,.,,.�..,.<,.:.<.,...,u.. ,.<t<,,.CIT.,Y.OF.AENTt�I�I,f... r.}.:.�.}>�:.,:.:. . ..}.i:»:<><::. .:: . ......, . . .,, �: ....}. . ... .. .. .. . . .. . . .. 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T CJ . i::.::::::::::::::.i::.::.i:.:::::::: ::: ::. .?::.:.::::i::::::i::i:.:::ii::i:::��:;::. •::.:>i..:.:.i:� .i: �aoJEe�r FUR AT�ON<> :<>::< <: ><:<: :<>:><>>> ...:..... :::...:....:..:._:. :::::::::::::... .....:::::::.:.::.:�.�::.�::::::...: .::.:..�::::::::�:::::::::.�:::::.�:.:.>}>}>ii:;::!<i-»>:�iii:::.>:::.:�i:i:::.:::?i4}i}:?ni:•iiiri:^>;?:;4>:4>}>i;:-ii::.}»i:t•}i>:}::..}:..�<}}:?;.:� r - - -. ..-. ... ...... ...... ....h. ote:<:ifsthe a Is<morethari one Ie of>:O:.wnet: :.eas attach ri additional PROJECT OR DEVELOPMENT NAME: NAME: Centex Homes Attn: Tom Brown Windwood, Phase 1 PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 2320 130th Avenue NE, #200 SW 1 /4 Section 11 , Township 23N, Range 6E KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): CITY: Bellevue ZIP: 98005 112305-9029 ; 112305-9011 TELEPHONE NUMBER: EXISTING LAND USE(S): ( 425 ) 882-3611 1 single-family residence (if<ott er> heo n;e_r < < << PROPOSED LAND USES: NAME: same as owner Development of 40 single-family detached residences COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: 1`� r v�.��� (� Renton Residential Options ADDRESS: ` 1?-tg — 13°"-KO PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): r't at'AL--n- A eucAtccd CITY: ,�/`.)T tN EXISTING ZONING: � - pK pCf Annexed at King County R-4 zoning TELEPHONE NUMBER: PROPOSED ZONING (if applicable): ............... '' SITE AREA (SQ. FT. OR AC�� �� NAME: ‘ `1 UtVtLOPMENT PLANNING l,l , fHn' CITY OF RENTON 12 . 4 6 acres ;b�. > r, Y ; JUN 21 1999 COMPANY (if ap4iati. ^ PROJECT VALUE: `::Tr l',a46 ,° , ai;ates $922 , 100 RECEIVED ADDRESS: 1 1814 1 1 5th Avenue NE IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? no CITY: ZIP: Kirkland 98034 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: no ( 425 ) 821 -8448 • 4_- 95- z/3 King County Department of Development and Environmental Services Determination Of Nonsi nificance (Mitigated) (Withdraw/Reissuance) for Subdivision of Windwood (File Number E98E038) Date of Issuance: August 7, 1998 Project: Subdivision of 28.09 acres zoned R4 (4 residential units/acre) into 112 single-family residential lots averaging 5,340 square feet, with access from SE 128th Street. Location: Generally to the north of SE 128th Street, between 148th Avenue SE and 155th Avenue SE. King County Permits: Formal Subdivision (L98P0007) SEPAJPermit Contact: Keri Akers, Planner Phone: (206) 296-6758 • Q�,oa . Proponent: Kevin Simmons �,OQ pF�� Centex Homes 19 • 2320 130th Avenue uit�00 `2\ 610 Bellevue, WA 98005 ��� �` Zoning: R4 Community Plan: Newcastle Drainage Basin: Lower Cedar River Section/Township/Range: 11-23N-5E Notes: A. This is a withdrawal of the previously-issued determination of nonsignificance(July 28, 1998), re-issued as a mitigated determination of nonsignificance. B. This finding is based on review of the project site plan dated February 13, 1998, environmental checklist dated February 13, 1998, Level One drainage analysis dated February 13, 1998, revised Level One drainage analysis dated July 9, 1998, wetlands report dated April 1, 1998, geotechnical report and supplementary information dated February 13, 1998, and April 29, 1998, traffic analysis dated April 29, 1998, conceptual drainage plan dated February 13, 1998, and other documents in the file. C. Issuance of this threshold determination does not constitute approval of the permit. This proposal will be reviewed for compliance with all applicable King County codes which regulate • Windwood/E98E0038 August 7, 1998 Page 3 the threshold determination remains unchanged, and the desired outcome of the appeal. If the appellant is a group, the harm to any one or more members must be stated. Failure to meet these requirements may result in dismissal of the appeal. Comment/appeal deadline: 4:30 PM on Friday, August 28, 1998 Appeal filing fee: $125 check or money order made out to the King County Office of Finance Address for comment/appeal: King County Land Use Services Division 900 Oakesdale Avenue SW Renton, WA 98055-1219 ATTN: Current Planning Section Responsible Official: MareIPAO r f Date Current Planning Section Land Use Services Division TD-LOGO 7/97 Windwood Final Plat June 18, 1999 Demonstration of Final Plat Conditions Compliance (per letter from Neil Watts dated April 22, 1999) 1. Improvement plans have been completed and approved and construction is in progress. 2. The dedication is included on the final plat. 3. The lots are in accordance with the R4 zoning dimensional requirements (copy enclosed). 4. This will be done prior to recording the final plat. 5. Engineering plans have been approved by the City of Renton. 6. Plan approval has been obtained from Water District 90. Fire hydrant placement was provided by the City through the engineering review of the project Engineering plans. A copy of the approved water plans will be submitted to the Renton Fire Department to insure this condition has been met. 7. The approved road and storm plans meet the drainage design requirements. The notes pertaining to the Renton Planning/Building/Public Works Department are included on the final plat. 8. The approved road and storm plans meet the drainage design requirements. 9. The approved road and storm plans meet the drainage design requirements. 10. Road improvement plans have been completed and approved addressing this condition. Accommodations for a METRO bus stop were included at the plat entrance. Street lighting was not included with the engineering plans. It is assumed that street lighting will be designed and installed per plans from PSE or others and is a final inspection item. 11. The treatment of wetlands and b Mo Tae,: 't'i lis ied with design and approval of the engineering plan ,i> crimitigation plan was submitted to jIIN 21 19" RECEIVED Peter Rosen in April; review status is unknown. The owner is expected to post a bond for these improvements once an amount is provided by the City. 12. Provision for marking the sensitive areas was indicated on the approved engineering plans. 13. This note with references to the City of Renton, as opposed to King County, has been indicated on the final plat. 14. Engineering plans have been approved demonstrating approval of the indicated utilities. Plans and installation of electric, gas, telephone, and cable, it is assumed, will be reviewed and approved by the City as a function of the City's inspection service. 15. Since Division 1 is for 40 homes, the fee due prior to recording Division 1 will be that portion of the required mitigation fee. We request the City calculate that revised amount so that it can be paid by the owner prior to recording. 16. A plan for the recreation space is in process and will be submitted for approval prior to final plat recording. The owner may desire that this condition be delayed to recording of Phase 2. 17. A homeowners association will be established. During the engineering plan review/approval process, changes were made to the detention pond so that it could be maintained by the City. It is intended that the detention pond/tract and drainage facilities within the public streets will be maintained by the City. 18. Street tree plans were included with the engineering plans approved by the City. The street trees were designed in accordance with those conditions. Regarding Item g., METRO was contacted and a bus stop was included with the plans in accordance with their requirements. 21A.12.030 A. Densities and dimensions - residential zones RESIDENTIAL Z RURAL URBAN URBAN O N RESERVE RESIDENTIAL E S STANDARDS RA-2.5 RA-5 RA-10 RA-20 UR R-1 R-4 R-6 R-8 R-12 R-18 R-24 R-48 (17) Base Density: 0.2 0.2 0.1 0.05 0.2 1 4 6 8 12 18 24 48 Dwelling dulac dulac du/ac dulac dulac du/ du/ac du/ac du/ac du/ac du/ac du/ac dulac Unit/Acre ac (6) (15) 0.4 0.4 Maximum Density: 6 9 12 18 27 36 72 du/ac du/ac Dwelling Unit/Acre du/ac du/ac du/ac du/ac du/ac dulac dulac (1) (20) (20) Minimum Density: 85% 85% 85% 80% 75% 70% 65% (2) (12) (12) (12) (18) (18) (18) (18) (18) (18) (18) Minimum Lot 135 ft 135 ft 135 ft 135 ft 35ft 35ft 30 ft 30 ft 30 ft 30 ft 30ft 30 ft 30 ft Width (7) (7) (3) Minimum Street 30 ft 30 ft 30ft 30 ft 30 ft 20 ft 10 ft 10 ft 10 ft 10 ft 10 ft 10ft 10 ft Setback (9) (9) (9) (9) (7) (7) (8) (8) (8) (8) (8) (8) (8) (3) Minimum Interior 5ft 10ft 10ft 10ft 5ft 5ft 5ft 5ft 5ft 5ft 5ft 5ft 5ft Setback (9) (9) (9) (9) (7) (7) (10) (10) (10) (10) (3)(16) Base Height 40 ft 40 ft 40 ft 40 ft 35 ft 35 ft 35 ft 35 ft 35 ft 60 ft 60 ft 60 ft 60 ft (4) 45ft 45ft 80 ft 80 ft 80 ft (14) (14) (14) (14) (14) Maximum 25% 20% 15% 12.5% 30% 30% 55% 70% 75% 85% 85% 85% 90 Impervious (11) (11) (11) (11) (11) (11) Surface: (19) (19) (19) (19) Percentage(5) • NN\NG. CPMNFiEN°N 0i (King County 9-98) 21A.12.030 B. Development Conditions. 1. This maximum density may be achieved only through the application of residential density incentives pursuant to K.C.C. 21A.34 or transfers of density credits pursuant to K.C.C. 21A.36 or 21A.55, or any combination of density incentive or density transfer. Maximum density may only be exceeded pursuant to K.C.C. 21A.34.040 F.1.f. 2. Also see K.C.C. 21A.12.060. 3. These standards may be modified under the provisions for zero-lot-line and townhouse developments. 4. Height limits may be increased when portions of the structure which exceed the base height limit provide one additional foot of street and interior setback for each foot above the base height limit, provided that the maximum height may not exceed seventy-five feet. Netting or fencing and support structures for the netting or fencing used to contain golf balls in the operation of golf courses or golf driving ranges are exempt from the additional interior setback requirement provided that the maximum height shall not exceed seventy-five feet. 5. Applies to each individual lot. Impervious surface area standards for: a. regional uses shall be established at the time of permit review; b. nonresidential uses in residential zones shall comply with K.C.C. 21A.12.120 and .220; c. individual lots in the R-4 through R-6 zones which are less than 9,076 square feet in area shall be subject to the applicable provisions of the nearest comparable R-6 or R-8 zone; or d d. any lot may be increased beyond the total amount permitted in this chapter subject to approval of a conditional use permit. 6. Mobile home parks shall be allowed a base density of six dwelling units per acre. 7. The standards of the R-4 zone shall apply if a lot is less than 15,000 square feet in area. 8. At least twenty linear feet of driveway shall be provided between any garage, carport, or other fenced parking area and the street property line. The linear distance shall be measured along the centerline of the driveway from the access point to such garage, carport or fenced area to the street property line. 9.a. Residences shall have a setback of at least 100 feet from any property line adjoining A, M or F zones or existing extractive operations. b. For lots between one acre and 2.5 acres in size, the setback requirements of the R-1 zone shall apply. For lots under one acre, the setback requirements of the R-4 zone shall apply. 10.a. For developments consisting of three or more single-detached dwellings located on a single parcel, the setback shall be ten feet along any property line abutting R-1 through R-8, RA and UR zones, except for structures in on-site play areas required in K.C.C. 21A.14.190, which shall have a setback of five feet. b. For townhouse and apartment development, the setback shall be twenty feet along any property line abutting R-1 through R-8, RA and UR zones, except for structures in on-site play areas required in K.C.C. 21A.14.190, which shall have a setback of five feet, unless the townhouse or apartment development is adjacent to property upon which an existing townhouse or apartment development is located. 11. Lots smaller than .5 acre in area shall comply with standards of the nearest comparable R- 4 through R-8 zone. For lots that are .5 acre in area or larger, the maximum impervious surface area allowed shall be at least 10,000 square feet. On any lot over one acre in area, an additional five percent may be used for buildings related to agricultural or forestry practices. For lots smaller than two acres but larger than .5 acre, an additional ten percent of the lot area may be used for structures which are determined to be medically necessary, provided the applicant submits with the permit application a notarized affidavit, conforming with the requirements of K.C.C. 21A.32.170A.2. 12. For purposes of calculating minimum density, the applicant may request that the minimum density factor be modified based upon the weighted average slope of the net buildable area(s) of the site pursuant to K.C.C. 21A.12.087. 13. Reserved. 14. The base height to be used only for projects as follows: 12-3 (King County 9-98) (15-a141,5 to CITY " RENTON NIL ., Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 22, 1999 Bill Dunlap Triad Associates DEVELOP 11814 - l 15th Avenue NE C�T.Y MENT PLANNING Kirkland,WA 98034 OF RENTON Subject: Windwood Plat- Final Plat Requirements JUN 21 1999 RECEI VED Dear Mr. Dunlap: This letter is to explain the City of Renton's requirements for compliance with the conditions imposed by the King County Hearing Examiner on the approval of the preliminary plat for the Windwood Plat. Since this plat has now been annexed by the City of Renton, the final plat must be approved by Renton. It is our intent to require compliance with the conditions of the preliminary plat where practical, and to require conformance with the intent of conditions that cannot be met exactly as worded. The following is a list of the King County Hearing Examiner conditions of the preliminary plat approval, along with the Renton requirement for compliance with each condition for final plat approval. 1. Compliance with all platting provisions of Title 19 of the King County Code. Renton Requirement: The applicant shall complete the plat required street, utility and drainage improvements per the approved preliminary plat. The applicant shall comply with the requirements of the Renton Subdivision Regulations for final plat approval procedures. 2. All persons having an ownership interest in the subject property shall sign on the face of the final plat a dedication that includes the language set forth in King County Council Motion No. 5952. Renton Requirement: The applicant shall comply with the requirements of the Renton Subdivision Regulations for final plat approval procedures. 3. The plat shall meet the base density (and minimum density) of the R4 zone classification. All lots shall meet the minimum dimensional requirements of the R4 zone classification or shall be as shown on the face of the approved preliminary plat, whichever is larger. Minor revisions to the plat that do not result in substantial changes may be approved at the discretion of the Department of the Development and Environmental Services. Renton Requirement: The applicant shall comply with the condition as written for density and dimension requirements. The applicant shall provide a copy of the R4 zone dimensional requirements with final plat application. Minor revisions to the plat that do not result in substantial changes may be approved at the discretion of the Development Services Division. 4. The applicant must obtain final approval from the King County Health Department. Prior to final recording of the plat, the applicant must secure public sewage disposal service for the plat from the City of Renton or King county Water District#90. Annexation of the site or approval by the BRB will be necessary, and the required sewer system improvements (including a sewer trunk line extension and an on-site collection system)will require a sewer comprehensive plan amendment. 1055 South Grady Way-Renton, Washington 98055 Renton Requirement: The applicant must obtain final approval from the King County Health Department prior to recording of the plat. Construction of the new sewer main system for the plat, per City of Renton requirements, must be completed and accepted by the City prior to recording of the plat. 5. All construction and upgrading of public and private roads shall be done in accordance with the King County Road Standards established and adopted by Ordinance No. 11187, as amended. Renton Requirement: All construction and upgrading of public and private roads shall be done in accordance with City of Renton requirements,with the exception of street pavement widths for the new streets. The new streets can be constructed with the pavement widths approved with the preliminary plat. The pavement thickness must be a minimum of 4" of asphalt over 6" of crushed rock. Rolled curb is acceptable as approved with the preliminary plat. Any streets narrower than 32 feet in width must be posted for no parking along one side of the street. Any street narrower than 28 feet must be posted for no parking along both sides of the street. Street lighting must be provided to meet the minimum street lighting levels established in Renton Code. The street lights along the arterial streets must be constructed per City of Renton standards, and turned over to the City for ownership and maintenance. The street lights on the residential streets can be constructed as a City system, or as a Puget Sound Energy (PSE) system. The maintenance and electrical bills to PSE would be the responsibility of the homeowners' association for a PSE system. 6. The applicant must obtain the approval of the King County Fire Protection Engineer for the adequacy of the fire hydrant, water main, and fire flow standards of Chapter 17.08 of the King County Code. Renton Requirement: The applicant must obtain the approval of the Renton Fire Department of the fire hydrants and water main system for the preliminary plat. The applicant shall work with Water District #90 to demonstrate that the minimum fire flow requirements of one hydrant with a minimum fire flow of 1,000 gallons per minute within 300 feet of each new lot are satisfied. All such hydrants must conform to City of Renton standards, including Stortz fittings. Sprinklers for the proposed residences shall be required if fire flow does not meet the above standards for minimum fire flow. 7. Final plat approval shall require full compliance with drainage provisions set forth in King County Code 9.04 and the storm drainage requirements and guidelines as established by the Surface Water Management Division. Compliance may result in reducing the number and/or location of lots as shown on the preliminary approved plat. The following conditions represent portions of the Code and requirements and shall apply to all plats. a) Drainage plans and analysis shall comply with the 1990 King County Surface Water Design Manual and updates which were adopted by Public Rule effective January 1, 1995. DDES approval of the drainage and roadway plans is required prior to any construction. b) Current standard plan notes and ESC notes, as established by DDES Engineering Review, shall be shown on the engineering plans. c)The following note shall be shown on the final recorded plat: "All building downspouts, footing drains,and drains from all impervious surfaces such as patios and driveways shall be connected to the permanent storm drain outlet as shown on the approved construction drawings# on file with DDES and/or the Department of WINDWD2a\ 2 Public Works. This plan shall be submitted with the application of any building permit. All connections of the drains must be constructed and approved prior to the final building inspection approval. For those lots that are designated for individual lot infiltration systems, the systems shall be constructed at the time of the building permit and shall comply with plans on file." Renton Requirement: The applicant shall comply with the condition as written. The note on the final plat shall refer to the Renton Planning/Building/Public Works Department instead of the King County agencies. Please note that the City of Renton does not assume maintenance responsibilities for the drainage facilities for new subdivisions. The homeowners' association will be responsible for the ownership and maintenance of these facilities. 8. The drainage design shall be in accordance with the Cedar River Basin Plan. The retention/detention standard shall be Level 2 per BW 19 and the water quality treatment design shall be the Basic Treatment per BW 12 (see Maplewood and Orting Hill Subbasins MW3). Renton Requirement: The applicant shall comply with the condition as written. 9. An existing drainage course exists along the west site boundary adjoining proposed lots 91 through 98 (in 150th Avenue SE right-of-way). This drainage course shall be analyzed at engineering plan submittal for capacity per the 1990 King County Surface Water Design Manual, to ensure no drainage impacts following development of the Windwood site. Onsite or offsite improvements may be required to achieve adequate drainage conveyance. Renton Requirement: The applicant shall comply with the condition as written. 10. The following road improvements are required with this subdivision to be constructed according to 1993 King County Road Standards (KCRS): (Metro wants bus improvements). a. 154th Avenue SE (between the entrance and SE 127th Street) and SE 124th Street shall be improved to the full-width urban neighborhood collector standard. b. OFFSITE: On the south side, SE 124th Street from the west site boundary to 148th Avenue SE shall be improved to the urban neighborhood collector standard. The north side shall also be improved per DDES approval, but not to the full urban neighborhood collector standard. Plans for this improvement shall be submitted at engineering plan submittal. c. SE 127th Street shall be improved to the urban subcollector standard. SE 127th Street shall extend east to the east property boundary. d. 151st Avenue SE, 152nd Avenue SE (between SE 124th Street to SE 126th Street), SE 126th Street, and 153rd Avenue SE (from SE 124th to SE 127th Street) shall be improved to the urban subaccess standard. e. 152nd Avenue SE(from SE 124th Street,north to cul-de-sac) shall be improved to the urban minor access standard. f. Access Tract H shall be improved to the private access road standard per Section 2.09 KCRS. WINDWD2a\ 3 g. Access Tract L shall be improved to the joint use driveway standard per Section 3.01 KCRS. h. Modifications to the above road conditions may be considered according to the provisions of Section 1.08 KCRS. i. A safe waiting area and shelter footing will be provided for school bus and METRO bus pickup at the project entrance (154th Avenue SE and SE 128th). If requested by the Issaquah School District, a bus pullout will also be provided at or near the Windwood entrance. Also, a safe waiting area for school bus pickup will be provided at 148th Avenue SE and SE 124th Street. j. The Windwood property frontage along the north side of SE 128th Street shall be improved to the urban principal arterial standard,with provision for a bike lane. Renton Requirement: The applicant shall comply with the condition as written. All construction and upgrading of public and private roads shall be done in accordance with City of Renton requirements, with the exception of street pavement widths for the new streets. The new streets can be constructed with the pavement widths approved with the preliminary plat. The pavement thickness must be a minimum of 4"of asphalt over 6"of crushed rock. Rolled curb is acceptable as approved with the preliminary plat. Any streets narrower than 32 feet in width must be posted for no parking along one side of the street. Any street narrower than 28 feet must be posted for no parking along both sides of the street. Street lighting must be provided to meet the minimum street lighting levels established in Renton Code. The street lights along the arterial streets must be constructed per City of Renton standards, and turned over to the City for ownership and maintenance. The street lights on the residential streets can be constructed as a City system, or as a Puget Sound Energy (PSE) system. The maintenance and electrical bills to PSE would be the responsibility of the homeowners' association for a PSE system 11. Preliminary plat review has identified the following specific sensitive area requirements which apply to this project. All other applicable requirements from KCC 21A.24 shall also be addressed by the applicant: a. The Class II wetlands shall have a buffer width of 50 feet, measured form the wetland edge. Buffer averaging is acceptable so long as the provisions of KCC 21.24.320B are satisfied. b. The Class III wetlands (except unregulated wetlands) shall have a buffer width of 25 feet, measured from the wetland edge. c. One Class III wetland, Wetland F, is proposed to be filled. This is acceptable per KCC 21.A.24.330.K,with appropriate mitigation as specified in subsection g.,below. d. The wetlands and their respective buffers shall be placed in Sensitive Area Tracts (SAT). e. A minimum building setback line of 15 feet shall be required from the edge of the SAT. f. The wetland and sensitive area tract(s) shall be delineated and signed in accordance with KCC 21A.24.160. The sign details shall be shown on the engineering plans. g. A final enhancement/mitigation plan must be submitted for review and approval by DDES along with the engineering plans for this proposal. The plan must include proposed final WINDWD2a\ 4 • grades, hydrology, construction and monitoring notes and a detailed planting plan, showing species, site location. h. Mitigation required pursuant to this project must be completed prior to final plat approval. If this is not possible, due to seasonal requirements or other circumstances beyond the applicant's control,the applicant may post a performance bond that guarantees that all required mitigation measures will be completed within one-year of plat construction. i. Once mitigation work is completed to DDES's satisfaction, the performance bond may be replaced by a maintenance bond in a form and amount sufficient to guarantee satisfactory workmanship, materials and performance of the approved plan for a period of five years. j. Upon satisfactory completion of the final monitoring inspection, DDES staff shall release the maintenance bond. If the project has not met the established performance standards at the end of the monitoring period, the applicant shall be responsible for the preparation and implementation of a contingency plan to remedy the situation. Renton Requirement: The applicant shall comply with the condition as written. Approvals shall be required from the Development Services Division in place of DDES. 12. The proposed subdivision shall comply with the Sensitive Areas Ordinance as outlined in KCC 21A.24. Permanent survey marking, and signs as specified in KCC 21.A.24.160 shall also be addressed prior to final plat approval. Temporary marking of sensitive areas and their buffers (e.g. with bright orange construction fencing) shall be placed on the site and shall remain in place until all construction activities are completed. Renton Requirement: The applicant shall comply with the condition as written. 13. The following note shall be shown on the final engineering plan and recorded plat: RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS Dedication of a sensitive area tract/sensitive area and buffer conveys to the public a beneficial interest in the land within the tract/sensitive area and buffer. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability, and protection of plant and animal habitat. The sensitive area tract/sensitive area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/sensitive area and all trees and other vegetation within the tract/sensitive area and buffer the vegetation within the tract/sensitive area and buffer may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the King County Department of Development Environmental Services or its successor agency, unless otherwise provided by law. The common boundary between the tract/sensitive area and buffer and the area of development activity must be marked or otherwise flagged to the satisfaction of King County prior to any clearing, grading, building construction or other development activity on a lot subject to the sensitive area tract/sensitive area and buffer. The required marking or flagging shall remain in place until all development proposal activities in the vicinity of the sensitive area are completed. WINDWD2a\ 5 No building foundations are allowed beyond the required 15-foot building setback line, unless otherwise provided by law. Renton Requirement: The applicant shall comply with the condition as written. Reference should be to the Renton Development Services Division in place of DDES and King County. 14. All utilities within proposed right-of-way must be included within a franchise approved by the King County Council prior to final plat recording. Renton Requirement: All utilities within proposed right-of-way must be approved by Renton Development Services Division prior to final plat recording. Plans for all utilities, including electric, gas, telephone and cable must be approved by the Development Services Division prior to construction, and the construction of these utilities must be approved by a Renton inspector. 15. The applicant or subsequent owner shall comply with King County Code 14.75, Mitigation Payment System (MPS), by paying the required MPS fee and administration fee as determined by the applicable fee ordinance. The applicant has the option to either: (1) pay the MPS fee at final plat recording, or (2) pay the MPS fee at the time of building permit issuance. If the first option is chosen, the fee paid shall be the fee in effect at the time of plat application and a note shall be placed on the face of the plat that reads, "All fees required by King County Code 14.75, Mitigation Payment System (MPS), have been paid." If the second option is chosen, the fee paid shall be the amount in effect as of the date of building permit application. Renton Requirement: The applicant shall pay the City of Renton the standard transportation mitigation fee of$75 per net new average daily trip, prior to recording of the final plat, as required by City of Renton concurrency policies. The transportation mitigation fee, based on 111 new single family lots shall be$79,503.75. 16. Suitable recreation space shall be provided consistent with the requirements of KCC 21A.14.180 and KCC 21A.14.190. The applicant will provide at least 43,290 square feet of recreation space within Tracts D, F, J, and K. A conceptual recreation facilities plan shall be submitted prior to engineering plan approval. The applicant shall obtain DDES and King County Parks Department approval of the detailed recreational facilities plan before final plat approval will be granted. Renton Requirement: The applicant shall comply with the condition as written. The applicant shall obtain approval of the Development Services Division of the detailed recreational facilities plan before final plat approval will be granted. 17. A homeowners association shall be established to the satisfaction of DDES in order to maintain the recreation facilities and associated landscaping, and sensitive areas. Renton Requirement: A homeowners association shall be established to the satisfaction of Development Services Division in order to maintain the recreation facilities and associated landscaping, and sensitive areas. The homeowners association shall also be responsible for the maintenance of the drainage facilities constructed for the plat. 18. Street trees shall be provided on-site as follows: WINDWD2a\ 6 a. At a minimum,trees shall be planted at a rate of one tree for every 40 feet of frontage along SE 128th Street, SE 124th Street, and 154th Avenue SE. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. b. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Standards, unless King County Public Works determines that trees should not be located in the street right-of-way. c. If Public works determines that the required street should not be located within the right-of- way,they shall be located no more than 20 feet from the street right-of-way line. d. The trees shall be owned and maintained by the abutting lot owners or the homeowners' association or other workable organization unless the County has adopted a maintenance program. This shall be noted on the face of the final recorded plat. e. .The species of trees shall be approved by DDES if located within the right-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DDES prior to engineering plan approval. g. The applicant shall contact Metro Service Planning at (206) 684-1622 to determine if SE 128th Street is on a bus route. If SE 128th Street is a bus route, the street tree plan shall also be reviewed by Metro. h. The street trees must be installed and inspected, or a performance bond posted prior to recording of the plat. If a performance bond is posted, the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the performance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond may be released after DDES has completed a second inspection and determined that the trees have been kept healthy and thriving. A $538 landscape inspection fee shall also be submitted prior to plat recording. The inspection fee is subject to change based on the current County fees. Renton Requirement: The applicant shall comply with the condition as written. Reference should be to the Renton Development Services Division in place of DDES. There is no separate landscape inspection fee within the City of Renton. The street trees shall be included as part of the construction permit, with appropriate plans, fees and inspections. Please be advised, that while the preliminary plat conditions did not specifically list out the requirement for payment of school impact fees for the Issaquah School District, this item would be required for any project constructed within the school district in unincorporated King County. The decision of applicable school impact fees for projects within Renton is now under discussion by our City Council. This project will be required to pay whatever fees are established by City Council. The construction plans for the grading, drainage, sewer and street improvements for the preliminary plat are under review. A separate plan submittal for the water mains will be required from Water District WINDWD2a\ 7 90. Plan submittals are also required for all franchise work, including electrical, gas, phone and cable. All work for the preliminary plat will require a permit from the City, and will be inspected by a Renton inspector. Permit fees will be per City of Renton Code, and include System Development Charges for sewer and drainage for the new plat. A preconstruction meeting will be required before work can begin on the project. As-built drawings, cost data inventory sheets, and bills-of-sale for all the public improvements must be submitted to the City for review and approval prior to recording of the final plat. The plat map itself must also be reviewed and approved by the City prior to recording. The plat map can be submitted for preliminary review at any time to expedite the final plat approval process. Submittal of an itemized list explaining how each of the Hearing Examiner conditions have been met will also help expedite the final plat approval process. There are several people with the City who can help you with this process. Paul Lumbert (425-430- 7304)is the City project manager for this project, and can address questions related to the public works issues for the plat. Steve Pinkham (206-999-1832) will be the public works inspector for this project. Questions on the application requirements for the final plat can best be answered by Kayren Kittrick (425-430-7299). The final plat map will be reviewed by Bob MacOnie(425-430-7369). I hope this letter answers your questions on the requirements for approval of the final plat for the Windwood Plat. We look forward to continuing to work with you toward completion of this project. Sincerely, Neil Watts, P.E. Plan Review Supervisor Development Services Division cc: Jana Hanson Paul Lumbert Kayren Kittrick Bob MacOnie WINDWD2a\ 8 SUBSURFACE EXPLORATION AND PRELIMINARY GEOTECHNICAL ENGINEERING REPORT RIBERA 28 ACRES RENTON, WASHINGTON PREPARED FOR Centex Homes �oQ of# NCS% o 6`. \�2 n PROJECT NO. G95072A _4., c0) JUNE 1995 ASSOCIATED EARTH SCIENCES, INC 911 - 5th Avenue, Suite 100, Kirkland, WA 98033 (206) 827-7701 FAX (206) 827-5424 I SUBSURFACE EXPLORATION AND PRELIMINARY GEOTECHNICAL ENGINEERING REPORT RIBERA 28 ACRES RENTON, WASHINGTON June 6, 1995 Project No. G95072A I. PROJECT AND SITE CONDITIONS 1.0 INTRODUCTION This report presents the results of our subsurface exploration and preliminary geotechnical engineering study for the proposed residential development of the Ribera 28 acres. Our geotechnical recommendations are preliminary in that building locations and construction details were not available at the time of our study. We understand that Centex wishes to purchase the property for the purpose of constructing single family residences. The location of the property is shown on the attached vicinity map, Figure 1. The approximate locations of the subsurface explorations accomplished for this study are shown on the site and exploration plan, Figure 2. In the event that any changes in the nature of the project are planned, the conclusions and recommendations contained in this report should be reviewed and modified, or verified, as necessary. 1.1 Purpose and Scope The purpose of this study was to provide subsurface data for the evaluation, design and construction of the future development of the Ribera project. The study included a review of available geologic literature, and the excavation of exploration pits to assess the type, thickness, distribution and physical properties of the subsurface sediments and shallow ground water conditions at the site. Geotechnical engineering studies were also conducted to determine the types of suitable foundations, floor support recommendations, allowable foundation soil bearing pressures, as well as structural fill, pavement and drainage considerations. This report offers development recommendations based on our understanding of the future development of the property. 1.2 Authorization Written authorization to proceed with this study was granted by Mr. Kevin Simmons of Centex Homes, in a proposal dated March 21, 1995. This report has been prepared for the exclusive use of Centex Homes and their agents, for specific application to this project. Within the limitations of scope, schedule and budget, our services have been performed in accordance with accepted geotechnical engineering and engineering geology practices in effect in this area. No other warranty, expressed or implied, is made. Our observations, findings, and opinions are a means to identify and reduce the inherent risks to the owner. 2.0 PROJECT AND SITE DESCRIPTION This report was completed with an understanding of the project based on a site map dated May 4, 1995 prepared by Hugh G. Goldsmith and Associates, and a U.S. Geological Survey (USGS) topographic map of the Renton Quadrangle. The subject site was located along the north side of SE 128th Street, between 148th Avenue SE and 152 Avenue SE in Renton, Washington. The property was rectangular in shape and measured 1925 feet north-south by 655 feet east-west, less a 337-foot by 125-foot parcel removed from the southwest corner of the site (Figure 2). The south side of the property bordered SE 128th Street, the east side bordered pasture, and the west and north sides bordered undeveloped wooded land. A few residential homes were present along the west central border of the site, and on the parcel at the southwest corner of the property. An existing home, with sheds and a driveway to SE 128th Street, was present in the southeastern portion of the property. Two overhead power lines ran along the south side of the site. Outside of these features, the site was undeveloped. Most of the property was covered by dense stands of alder and cottonwood trees with a thick understory of brush, berry bushes, small saplings and ferns. Prior to our study, wetlands had been delineated in the northeastern and southwestern portions of the property. A crude dozer trail had been cut along most of the perimeter of the site, and overgrown logging trails were present in the central portion of the property. The overall site was relatively flat, but the southwestern portion of the property sloped gently down to the southwest. A poorly developed drainage swale, with less than 15 feet of relief drained to the south in the southwestern portion of the property. A south-flowing drainage ditch was also present along the west central boundary of the property, adjacent to the residential homes. Total topographic relief of the site was less than 25 feet. Development plans were not available at the time of our field study. 3.0 SUBSURFACE EXPLORATION Our field study consisted of excavating a series of 17 exploration pits, utilizing a track-mounted excavator. The pits permitted direct, visual observation of subsurface conditions. The materials encountered were studied and classified in the field by an engineering geologist from our firm. Selected samples were then transported to our laboratory for further visual classification and testing, as necessary. The exploration pits were backfilled immediately after examination and logging. The various types of sediments as well as the depths where characteristics of the sediments changed are indicated on the exploration logs presented in the Appendix. Our explorations were approximately located in the field by measuring from known site features shown on Figure 2. Because of the nature of exploratory work below ground, extrapolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions sometimes may be present due to the random nature of deposition and the alteration of topography by past grading and filling. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations are observed 2 at that time, it may be necessary to re-evaluate specific recommendations in this report and make appropriate changes. 4.0 SUBSURFACE CONDITIONS Subsurface conditions were inferred.from the exploration pits, and a visual reconnaissance of the site. This study identified dense glacial sediments at shallow depths across the property. In the area of the existing residence, fill soils (those not naturally placed) could also be present in drain field area(s) and utility trenches. The stratigraphy of the site is discussed in the following section followed by our observations of the hydrology of the site. 4.1 Stratigraphy Fill soils were not encountered in any of the exploration pits, but could to be present in the area of the existing residence. The developed area (home) is minor in total area and was not explored by this study. The quality, thickness and compaction of the fill materials may be variable and is undocumented. Therefore, if fill is encountered during construction at the site, it should be considered unsuitable for foundation support. At the surface across the site (beneath a 6-inch- to 2-foot-thick topsoil/organic zone) all 17 of the exploration pits encountered loose to medium dense, moist to wet, yellow brown, mottled, gravelly silty sand, interpreted as weathered till. This weathered zone extended to depths ranging from 2 feet in EP-2, EP-3, EP-7, EP-10, and EP-17, to 3-1/2 feet in EP-1 and EP-5. Beneath this mottled sediment, all of the exploration pits encountered dense, brownish gray, silty sand with gravel, interpreted as lodgement till. The lodgement till extended to below the 7- to 13-foot termination depths of all of the exploration pits. The lodgement till is highly consolidated sediment that was deposited at the sole of an advancing glacial ice sheet. In the Renton area the ice sheet reached an estimated thickness of 3,000 feet, during the Vashon Stade of the Fraser Glaciation about 15,000 years ago. As a result of glacial consolidation (by the weight of the ice), this material possesses high strength, low compressibility, and comparatively low permeability. 4.2 Hydrology No flowing water was observed at the site. Minor standing water was observed in areas mapped as wetland, and in the drainage swale in the southwestern portion of the site. Evidence of temporary standing water was also observed in dried mud puddles in a number of areas near the wetlands. We would expect that most, if not all of these puddles, are the result of precipitation perching atop the relatively impermeable till sediments. Light ground water seepage was encountered in about half of the exploration pits, at depths ranging from near the surface to about 3 feet deep. Moderate seepage was encountered from 2 to 4 feet in EP-10, from 0 to 2-1/2 feet in EP-11, and from 1 to 2-1/2 feet in EP-12. Rapid seepage was also present in a localized zone at 1-1/2 feet in EP-12. The seepages encountered occurred atop and within the mottled, weathered till zone. 3 Fluctuations in the level of the ground water, and subsequent seepage activity can be expected due to the time of the year and variations in rainfall. We would expect that nearly all of the seepage activity encountered is the result of on-site precipitation perching atop and within the weathered lodgement till. 4 June 6, 1995 Project No. G95072A II. PRELIMINARY DESIGN RECOMMENDATIONS 5.0 INTRODUCTION In our opinion, from a geotechnical standpoint, the site is suitable for a residential development, based on the site exploration and visual reconnaissance. A suitable foundation bearing stratum, consisting of lodgement till, occurs near the surface and will be capable of providing foundation support. Conventional spread footing foundations, slab-on-grade floors, and pavement subgrades, may be supported on the natural bearing sediments, or on structural fill that overlies natural bearing sediments. The contractor should understand that although the bearing stratum was relatively shallow in our exploration pits, areas exist that may contain loose soil. In addition, filled areas may be encountered in the vicinity of the existing residence, utility trenches, or drain fields. These areas may require deepened footings or removal and replacement of the loose soil or fill material with structural fill prior to placing foundations. We should further emphasize that the site is underlain by fine-grained, moisture sensitive soils, which were at or above their optimum moisture content for use as structural fill. Therefore, the use of the onsite lodgement till soil as structural fill should be limited to the drier times of the year. 6.0 SITE PREPARATION Site preparation of planned building and road/parking areas should include removal of all trees, brush, debris and any other deleterious material. Additionally, the upper organic topsoil should be removed and the remaining roots grubbed. Areas where loose surficial soils exist should be considered as fill and this material should either removed and replaced with structural fill or recompacted. Since the density of soils is variable, random soft/loose pockets may exist, and the depth and extent of stripping can best be determined in the field by the field engineer. Site preparation will also include the demolition of the existing structure. The debris from this operation should be taken to an offsite disposal area and any resulting depression, if beneath a building or road area, should be replaced with structural fill. Existing septic tank(s) should also be removed, and the resultant depression replaced with structural fill. All other areas where loose surficial soils exist should be considered as fill and this material should either removed and replaced with structural fill or recompacted to the specified project densities. 5 7.0 STRUCTURAL FILL All fill should be placed in accordance with the recommendations outlined in this section. Prior to filling, topsoil, organics, and loose soils should be excavated from the subgrade as advised by the field engineer. After overexcavation/stripping has been performed to the satisfaction of the geotechnical engineer, the upper '12 inches of exposed ground should be recompacted to at least 90 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. After recompaction of the exposed ground is tested and approved, structural fill may be placed to attain desired grades. Structural fill is defined as non-organic soil, acceptable to the geotechnical engineer, placed in maximum 8-inch loose lifts with each lift being compacted to 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. The contractor should note that any proposed fill soils must be evaluated by Associated Earth Sciences, Inc. prior to their use in fills. This would require that we have a sample of the material 48 hours in advance to perform a Proctor test and determine its field compaction standard. The onsite lodgement till soils contain a significant amount of fine-grained material (smaller than No. 200 sieve) and are considered extremely moisture-sensitive. Use of moisture- sensitive soil in structural fills should be limited to favorable dry weather conditions. If fill is placed during wet weather or if proper compaction cannot be obtained, clean, free-draining gravel and/or sand should be used. Free-draining fill consists of non-organic soil with the amount of fine-grained material limited to 5 percent by weight when measured on the minus No. 4 sieve fraction. A representative from our firm should inspect the stripped subgrade and be present during placement of structural fill to observe the work and perform a representative number of in-place density tests. In this way, the adequacy of the earthwork may be evaluated as filling progresses and any problem areas may be corrected at that time. It is important to understand that taking random compaction tests on a part-time basis will not assure uniformity or acceptable performance of a fill. As such, we are available to aid the owner in developing a suitable monitoring and testing program. 8.0 FOUNDATIONS Spread footings may be used for building support when founded on the medium dense to dense natural glacial sediments, or approved structural fill (including recompacted natural soils). For building support, structural fill and recompacted natural soils should be compacted to a minimum of 95 percent of the maximum dry density as defined by ASTM:D 1557. Structural fill placement must be inspected by Associated Earth Sciences, Inc. to verify suitable subgrade preparation and compaction. We recommend that an allowable bearing pressure of 2,000 pounds per square foot (psf) be utilized for design of residence footings, including both dead and live loads. An increase of one- third may be used for short-term wind or seismic loading. Perimeter footings should be buried at least 18 inches into the surrounding soil for frost protection; interior footings require only 12 inches burial. However, all footings must penetrate to the prescribed lodgement till bearing stratum and no footing should be founded in or above loose, organic, or existing fill soils. 6 9.0 FLOOR SUPPORT Slab-on-grade floors may be placed over the medium dense to dense natural sediments or approved structural fill. In either case, the upper 12 inches of subgrade must be compacted to a minimum of 90 percent of the modified Proctor maximum density as determined by ASTM:D 1557. A polyethylene plastic vapor barrier and pea gravel capillary break layer should be used under floors likely to receive an impermeable floor finish or where passage of water vapor through the floor is undesirable. Based on American Concrete Institute recommendations, we suggest placing a two to three inch layer of clean sand over the vapor barrier to protect the vapor barrier and to allow some moisture loss through the bottom of the slab to aid in the curing process. Sand should be used to aid in the fine grading process of the subgrade to provide uniform support under the slab. 10.0 DRAINAGE CONSIDERATIONS At the site, the lodgement till sediments are near the surface. These sediments contain a significant amount of fine grained material, and are considered moisture sensitive. Because the till is relatively impermeable, water will tend to perch atop this stratum. Traffic across the till sediments when they are damp or wet will result in disturbance of the otherwise firm stratum. Therefore, prior to site work and construction, the contractor should be prepared to provide drainage and subgrade protection as necessary. All retaining and perimeter footing walls should be provided with a drain at the footing elevation. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel. The level of the perforations in the pipe should be set approximately 2 inches below the bottom of the footing and the drains should be constructed with sufficient gradient to allow gravity discharge away from the buildings. In addition, retaining walls should be lined with a minimum 12 inch thick washed gravel blanket provided over the full-height of the wall, and which ties into the footing drain. Roof and surface runoff should not discharge into the footing drain systems but should be handled by a separate, rigid tightline drains. Because the site does not contain free-draining soils, exterior grades adjacent to walls must be designed to slope downward away from the structures to achieve positive surface drainage. 11.0 PAVEMENT CONSIDERATIONS Areas to be paved should be compacted to a firm, unyielding condition to a minimum of 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. The subgrade surfaces should be slightly crowned to drain to the edges of the paved areas. After compaction, the subgrade should be proof-rolled with a fully loaded, tandem axle dump truck to identify any soft or "pumping" areas. If such areas are observed, they should be overexcavated and backfilled with compacted, free-draining, granular material. Upon completion of the subgrade preparation the leveling course and surface pavement may be placed. The appropriate pavement section will be determined by the anticipated traffic loads and desired pavement life. The pavement base leveling course material should be compacted to 95 percent of Maximum Density as defined by ASTM:D 1557. 12.0 PROJECT DESIGN AND CONSTRUCTION MONITORING At the time of this report, site grading, structural plans, and construction methods have not been completed. We are available to provide additional geotechnical consultation as the project design develops and possibly changes from that upon which this report is based. We recommend that Associated Earth Sciences, Inc., perform a geotechnical review of the plans prior to final design completion. In this way, our earthwork and foundation recommendations may be properly interpreted and implemented in the design. We are also available to provide geotechnical engineering and monitoring services during construction. The integrity of the foundations depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not part of this current scope of work. If these services are desired, please let us know and we will prepare a cost proposal. We have enjoyed working with you on this study and are confident that these recommendations will aid in the successful completion of your project. If you should have any questions, or require further assistance, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington \)Cti B L k f g7O1/4 \ George . Bennett, C.P.G. F • G E/ 7/y5_ Engineering Geologist \ L 28800 �`�i�fCiS7E-Rc`O SiO�N AL�G EXPIRES 5'f3A4, Parker, .G. Bruce L. Blyton, P.E. Principal Senior Engineer GHB/kpp G95072A.I WP.6/1/95 Id 8 R.,a4``4-1 -la*'711 •�-• \ lei:\. illibll%a I I J (9001 to i -`� .�ti, �ko �,.-- 11 ' I rl �,.�'- k �►,,1;�� . ..;, r 1 SITE _ _ • !� ���� ►/��'1���• • ~�'. rts e - I { i�` i 1 1 .J' I� -ate •%•� ♦1�I .1 Diille 164I of �� - apl_WO(fdr a :N;q �,-, ^�.},,• ,--c/ �Aia7 Alai .i K�� � trr 1 �i Heig :. i `;Ko lr'll `r \p _ ice•. r' ( / '(\� I •;II ' .J,ngSta I Perk ' '<�c. __- 1. I .'. ►., L1 �� . ♦i .. . . 1 `; .•.I -1'��F Ics.� Misr,` 1� 'i=; ^ '_ '�a.c 1� L .J ,; �U t`.a,�,n i , Atli - J n"_--"" •✓sill \ U j1` L,,i ; i_ \ -.F ► ‘ ;: t - -. Indian , I .k \ \ i . 51 _\ `� 'FAaKiradk 1 r .. .fl.I��-� `�, �. ` ,'� 1 7'II71I�(1�\ c �' , ♦ 1 I1 . , I (a I\-.f1t'—,;•,, �\ laM ) 1 L i . ,IIIi�1 .,pa, e ` �♦.-. r f �-Te. r `g Vy ,1 ) -..-...t' '?1 *. •-,.-_iTt_11._I• __ /I 2'('< ,'-',''zaA $',‘c• 1r 1 I 1_ 1. ._ I r� .. - _1_ __ -\ 1(\ _ r' mo n 1 Grla s -" 71)) 31 R ,`:. - 1 \1 ) 3A♦ -(;3�/ ping ... I 1 , ' .rag ! 1 \a • • 11 1\ ! Lakr.' I ` 1. j '• i N-'' 1 6 , 1 L)(,r..\ —� 1_.`-I r III , �F::mil, .\, �.j , - -G �� \. `i I\ �.FxY,ty `I ,■ f - - _ Tateit 9�' • t,� •a v�ii C \ Pv�.t~\1 �`�;159 \ r k`i c-1 �51 I ' I -11.- ::.'' r • ....-.... — • `• L ..-ol J,atw --- Ratliu r` .f . �Isr • I I - I,, • I -•-•-•• ((L. .!. •r�: l� _�µ`Tit'• '� ,'�J;:2 - tr. ♦'-1,, , r .�`� 1..\ i tt � 'I I �� 1 /77 part ' I� itf'!tt1 1-r- 'I. ..5i]i _ Ctrk k \'y\ -I 1 t i r- - F .. . �•6 1 i I LbkrO \' .WitTer .. / HI' _t 6� = L '211 .MIII - �.,` i Tal ltt-�^ / - - - --M.-1�, ,iuu• , • iiitg i en -“, ,.--.....-••_,.- .l ) ':r4 till n is ,N• !I- -. r . J ; - • is n,. 41' -- �' ,1': .- ^' t r '�-: ,==�_1 t I 1 Nit ^tom, 'ark IS'r� i JC '�c:,/ t l..�k. ; rC k kee -� - 1 - I / 1 -• '(51 REFERENCE U.S.G.S. 1:100,000 SCALE METRIC TOPOGRAPHIC-BATHYMETRIC MAP 30 X 60 MINUTE QUADRANGLE 'TACOMA, WASHINGTON'. VICINITY MAP NORTH RIBERA - 28 ACRES Ailari ASSOCIATED RENTON, WASHINGTON EARTH SCIENCES, INC G95072A 5/95 FIGURE 1 • E P-10/ n WETLAND:"B"/ l " EP-8 5 r 1, ■ / WETLAND TA' EP-13 r ■ EP-7 EP-12 • ■ EP-15 ■ EP-14 EP-6 • ■ Ct2 WETLAND "D" EP-16 ■ WETLAND "E" EP-5{ .- EP-17 WETLAND "F" EP-4 EP-1 ■ EP-3 ■ ■ EP-2 ■ SE 128th St. LEGEND NORTH ■ Approximate location of exploration pit 0 300 600 I r I SCALE IN FEET SITE AND EXPLORATION PLAN RIBERA - 28 ACRES ASSOCIATED RENTON, WASHINGTON EARTH A/M1SCIENCES, INC G95072A 5/95 FIGURE 2 L_XPLORATION PIT LOG Number EP-1 1"Topsoil and oxidized zone. -- Medium dense to dense, moist, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 Very dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) 10 BOH @ 8-1/2' Note: Light seepage at 3-1/2'; no caving. Terminated due to hard digging. 15 0 Number EP-2 6"Topsoil. - Loose, moist, dark yellow-brown, gravelly, silty, fine SAND. (Weathered Lodgement Till) - Dense, moist, brown-gray, mottled on top 1-1/2', gravelly, silty SAND. (Lodgement Till) 5 BOH @ 8' 10 Note: Very light seepage at 3-1/2'; no caving. 15 Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By 0ib c Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Fax: 206-827-5424 May 1995 EXPLORATION PIT LOG Number EP-3 0 _ 6"Topsoil. - Loose to medium dense, moist, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) Dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) 5 - BOH @ 8' 10 _ Note: No seepage; no caving. Terminated due to hard digging. 15 0 Number EP-4 6"Topsoil. - Loose, moist, dark yellow-brown, gravelly, silty SAND with many roots. (Weathered Lodgement Till) 5 - Dense to very dense, moist, brown-gray, mottled to 4', gravelly, silty SAND. (Lodgement Till) 10 BOH @ 12' Note: Very light local seepage 4' to 6'; no caving. Terminated due to very hard digging. 15 Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By C4� Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Fax: 206-827-5424 May 1995 L_XPLORATION PIT LOG Number EP-5 0 - 8" Topsoil/root zone. Loose to medium dense, moist, dark yellow-brown, gravelly, silty, fine SAND with many roots. (Weathered - Lodgement Till) 5 _ Dense to very dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) _ BOH @ 8' 10 Note: No seepage; no caving. 15 0 Number EP-6 Black topsoil. - Soft/loose, wet to saturated, yellow-brown, gravelly sandy SILT to silty SAND. (Weathered Lodgement Till) 5 _ Dense, moist to wet, brown-gray, gravelly, silty SAND. (Lodgement Till) 10 BOH @ 10' Note: Light seepage throughout 1' to 3'; no caving; light sloughing at seepages. 15 Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By [5 ] Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Fax: 206-827-5424 May 1995 LXPLORATION PIT LOG Number EP-7 6" Topsoil. Loose, moist, dark yellow-brown, gravelly, silty, fine SAND, many roots. Loose to medium dense, moist yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 Dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) - BOH @ 8' 10 Note: No seepage; no caving. 15 0 Number EP-8 10"Topsoil/root zone. - Loose to medium dense, moist, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 - Dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) 10 BON @ 9' Note: Very light local seepage at 2-1/2'; no caving. 15 Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By 1(jai Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Fax: 206-827-5424 May 1995 ,.XPLORATION PIT LOG 0 Number EP-9 6"Topsoil. - Loose, moist, dark yellow-brown, silty, fine SAND, some gravel, roots. - Medium dense, moist, light yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 - Dense to very dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) 10 BOH @ 8-1/2' — Note: No seepage; no caving. 15 0 _ Number EP-10 _ Soft, saturated, dark gray, organic rich, silty, fine SAND, some gravel. 5 = Dense, moist to wet, light brown-gray, mottled to 4', gravelly, silty SAND. (Lodgement Till) BOH @ 8' 10 _ Note: Light to moderate seepage 0-4'throughout; light sloughing at seepages, no caving. 15 Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By _41)__ Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Fax: 206-827-5424 May 1995 L_XPLORATION PIT LOG Number EP-11 0 Topsoil/muck. Loose to medium dense, saturated, light yellow-brown, gravelly, silty SAND. (Weathered Lodgement Till) - Dense to very dense, moist to wet, brown-gray, gravelly, silty SAND. (Lodgement Till) 5 SOH @ 7' Note: Rapid local seepage piping at 1-1/2'; moderate seepage 0 to 2-1/2'; some caving 0 to 2-/12' at seepages. 10 15 0 _ Number EP-12 Topsoil/muck. Loose to medium dense, saturated, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 _ Dense to very dense, moist to wet, gray, gravelly, silty SAND. (Lodgement Till) 10 _. 15 BOH @ 13' Note: Light to moderate seepage 1' to 2-1/2' throughout; no caving. Very hard digging. Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By 14k Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Fax: 20J-E27-54t2.4 May 1995 LXPLORATION PIT LOG 0 Number EP-13 6"Topsoil. Loose to medium dense, moist, dark yellow-brown, silty, fine SAND with some gravel, many roots. (Weathered Lodgement Till) 5 Dense to very dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) — BOH@7' Note: No seepage; no caving. Very hard digging. 10 15 . 0 Number EP-14 8"Topsoil. — Loose to medium dense, moist, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 - Dense to very dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) BOH @ 7' — Note: No seepage; no caving. 10 15 . Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By 1500 Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Fax: 206-827-542/ May 1995 EXPLORATION PIT LOG Number EP-15 0 10"Topsoil/root zone. Loose to medium dense, moist, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 Dense to very dense, moist to wet, gray, gravelly, silty SAND. (Lodgement Till) BOH @ 8' 10 Note: No seepage; no caving. 15 0 Number EP-16 10"Topsoil/root zone. - Loose to medium dense, moist to wet, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 Dense to very dense, moist to wet, gray, gravelly, silty SAND. (Lodgement Till) BOH@8' — Note: No seepage; no caving. 10 15 _ • • Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By J t\ Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Fax: 206-827-5424 May 1995 XPLORATIO1N PIT LOG Number EP-17 0 3" Sod/topsoil. -- Loose to medium dense, moist, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 Very dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) BOH @ 8' 10 Note: No seepage; no caving. 15 0 Number 5 10 15 Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By [3ILL Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Fax: 206-827-5424 May 1995 • LGO TITLE INSURANCE COMPA] ou COLUMBIA CENTER, 701 5TH AV Title Unit: U-06 SEATTLE, WA 98104 THIRD COMMITMENT Phone: (206) 628-5610 A.L.TA.COMMITMENT Order No.: 430638 Fax: (206)628-9717 SCHEDULE A Officer: DARYL/ROGER/BARB/PAUL/DAVID Your No.: RIBERA-BALKO ENTERPRISES Commitment Effective Date: APR I L 2 8, 1999 at 8 :0 0 A.M. 1. Policy or Policies to be issued: ALTA Owner's Policy Amount: $2, 10 0, 0 0 0.0 0 1992 EXTENDED Premium: $4, 985.50 OWNERS EXTENDED RATE T $ 428 .71 Proposed Insured: CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION Policy or Policies to be issued: Amount: $0.00 ALTA Loan Policy Premium: Tax: • Proposed Insured:- Policy or Policies to be issued: Amount: $0.00 ALTA Loan Policy Premium: Tax: Proposed Insured: 2. The estate or interest in the land which is covered by this Commitment is: FEE SIMPLE 3. Title to the estate or interest in the land is at the effective date hereof vested iwN\ RIBERA-BALKO ENTERPRISES FAMILY LIMITED PARTNNEERR '\1°N °A-1-1 ° C4 � 1999 4 . The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRIPTION EXHIBIT • CHICAGO TITLE INSURANCE COMPANY WI.TACOMA/OW)99S/RLK CHICAGO TITLE INSURANCE COMPANY A.L.TA.COMMITMENT SCHEDULE A (Continued) Order No.: 430638 Your No.: RIBERA-BALKO ENTERPRISES LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) PARCEL A: THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 378.8 FEET OF THE WEST 125.00 FEET THEREOF; AND EXCEPT THE SOUTH 42 FEET OF THE REMAINDER THEREOF AS CONVEYED TO KING COUNTY UNDER RECORDING NUMBER 5799278 FOR SOUTHEAST 128TH STREET. PARCEL B: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 11; THENCE SOUTH ALONG THE WEST LINE OF SAID SUBDIVISION, 645 FEET TO THE TRUE POINT OF BEGINNING; THENCE EAST 1,320 FEET, MORE OR LESS, TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH, ALONG SAID EAST LINE, 675 FEET; THENCE WEST 660 FEET; THENCE NORTH 660 FEET; THENCE WEST 660 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SUBDIVISION; THENCE NORTH, ALONG SAID WEST LINE, 15 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF FOR ROAD; EXCEPT ANY PORTION LYING WITHIN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION; EXCEPT ANY PORTION LYING WITHIN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION. CHICAGO TITLE INSURANCE COMPANY ducma6/1-15-97/r1m CHICAGO TITLE INSURANCE COMPANY A.L.TA. COMMITMENT SCHEDULE B Order No.: 430638 Your No.: RIBERA-BALKO ENTERPRISES Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. GENERAL EXCEPTIONS A. Rights or claims of parties in possession not shown by the public records. B. Encroachments,overlaps,boundary line disputes,or other matters which would be disclosed by an accurate survey and inspection of the premises. C. Easements,or claims of easements,not shown by the public records. D. Any lien,or right to a lien,for contributions to employee benefit funds,or for state workers' compensation,or for services,labor,or material heretofore or hereafter furnished,all as imposed by law,and not shown by the public records. E. Taxes or special assessments which are not shown as existing liens by the public records. F. Any service,installation,connection,maintenance,tap,capacity or construction charges for sewer,water, electricity,other utilities,or garbage collection and disposal. G.Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations,Indian treaty or aboriginal rights,including easements or equitable servitudes. H. Water rights, claims,or title to water. I. Defects,liens,encumbrances,adverse claims or other matters,if any,created,first appearing in the public records,or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. SPECIAL EXCEPTIONS FOLLOW CHICAGO TITLE INSURANCE COMPANY WI.TA(Y)MIS CHICAGO TITLE INSURANCE COMPANY A.L.TA.COMMITMENT SCHEDULE B (Continued) Order No.: 000430638 Your No.: SPECIAL EXCEPTIONS A 1. LICENSE TO CONSTRUCT, OPERATE AND MAINTAIN A LINE OF WIRES AND POLES FOR THE TRANSMISSION OF ELECTRIC CURRENT THRU SAID PREMISES AND OTHER PROPERTY, SO LONG AS SAID POLE LINE SHALL BE USED FOR THE TRANSMISSION OF ELECTRIC CURRENTS, AS GRANTED BY MARY C. KLINE, TO SNOQUALMIE FALLS POWER COMPANY, A WASHINGTON CORPORATION, DATED AUGUST 16, 1899, RECORDED NOVEMBER 20, 1899, IN VOLUME 245 OF DEEDS, PAGE 330 UNDER RECORDING NUMBER 183070, RECORDS OF SAID COUNTY. B THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION 'WITHIN THE PROPERTY HEREIN DESCRIBED. C 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PACIFIC TELEPHONE AND TELEGRAPH COMPANY, A CALIFORNIA CORPORATION PURPOSE: RIGHT TO PLACE, CONSTRUCT, OPERATE AND MAINTAIN, INSPECT, RECONSTRUCT, REPAIR, REPLACE AND KEEP CLEAR SERIAL WIRES, CABLE, FIXTURES AND APPURTENANCES ATTACHED THERETO AREA AFFECTED: SOUTHERLY PORTION OF PARCEL A RECORDED: JUNE 5, 1946 RECORDING NUMBER: 3575586 D 3 . RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 66514 CHICAGO TITLE INSURANCE COMPANY cuaanbl/1-5-97/rIm CHICAGO TITLE INSURANCE COMPANY A.L.TA.COMMITMENT SCHEDULE B (Continued) Order No.: 430638 Your No.: RIBERA-BALKO ENTERPRISES SPECIAL EXCEPTIONS E 4 . RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: GRANTEE: KING COUNTY RECORDED: OCTOBER 15, 1964 RECORDING NUMBER: 5799278 AK 5. CITY OF RENTON ORDINANCE FOR SANITARY SEWER AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 9606210966 . BF 6. PAYMENT OF THE REAL ESTATE EXCISE TAX, IF REQUIRED. THE PROPERTY DESCRIBED HEREIN IS SITUATED WITHIN THE BOUNDARIES OF LOCAL TAXING AUTHORITY OF THE CITY OF RENTON. PRESENT RATE IS 1.780. ANY CONVEYANCE DOCUMENT MUST BE ACCOMPANIED BY THE OFFICIAL WASHINGTON STATE EXCISE TAX AFFIDAVIT. THE APPLICABLE EXCISE TAX MUST BE PAID AND THE AFFIDAVIT APPROVED AT THE TIME OF THE RECORDING OF THE CONVEYANCE DOCUMENTS. BC 7. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 1999 TAX ACCOUNT NUMBER: 112305-9011-03 LEVY CODE: 6867 ASSESSED VALUE—LAND: $ 272,000.00 ASSESSED VALUE—IMPROVEMENTS: $ 19,000.00 GENERAL & SPECIAL TAXES: BILLED: $ 4,171.09 PAID: $ 0.00 UNPAID: $ 4, 171.09 NOTE: IF THE TAX AMOUNT IS NOT EVENLY DIVISIBLE INTO TWO PAYMENTS, KING COUNTY WILL REQUIRE THE HALF PAYMENT BE ROUNDED UP TO THE NEXT CHICAGO TITLE INSURANCE COMPANY cuacmb2/rlm/1-15-97 CHICAGO TITLE INSURANCE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) Order No.: 430638 Your No.: RIBERA-BALKO ENTERPRISES SPECIAL EXCEPTIONS CENT. FAILURE TO ROUND UP THE HALF PAYMENT MAY RESULT IN REJECTION OF THE TAX PAYMENT BY THE COUNTY. AFFECTS: PARCEL A BD 8 . GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 1999 TAX ACCOUNT NUMBER: 112305-9029-03 LEVY CODE: 6855 ASSESSED VALUE-LAND: $ 177, 000.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $ 2,483 .73 PAID: $ 0.00 UNPAID: $ 2,483.73 NOTE: IF THE TAX AMOUNT IS NOT EVENLY DIVISIBLE INTO TWO PAYMENTS, KING COUNTY WILL REQUIRE THE HALF PAYMENT BE ROUNDED UP TO THE NEXT • CENT. FAILURE TO ROUND UP THE HALF PAYMENT MAY RESULT IN REJECTION OF THE TAX PAYMENT BY THE COUNTY. AFFECTS: PARCEL B L 9. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 7904239005, AS FOLLOWS: DISCREPANCIES BETWEEN FENCE LINES AND BOUNDARY LINES OF PARCEL B. M 10. TERMS AND CONDITIONS OF THE PARTNERSHIP AGREEMENT FOR RIBERA-BALKO ENTERPRISES FAMILY LIMITED PARTNERSHIP. BR A COPY OF ANY AMENDMENTS TO SAID PARTNERSHIP AGREEMENT MUST BE SUBMITTED. CHICAGO TITLE INSURANCE COMPANY cltacittb2/rim/1-15-97 CHICAGO TITLE INSURANCE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) O rder No.: 430638 Your No.: RIBERA-BALKO ENTERPRISES SPECIAL EXCEPTIONS 0 11. ANY CONVEYANCE OR MORTGAGE BY RIBERA-BALKO ENTERPRISES FAMILY LIMITED PARTNERSHIP, MUST BE EXECUTED IN ACCORDANCE WITH THE PARTNERSHIP AGREEMENT AND BY ALL THE GENERAL PARTNERS AND THEIR RESPECTIVE SPOUSES AS OF THE DATE OF ACQUISITION, OR EVIDENCE MUST BE SUBMITTED THAT CERTAIN DESIGNATED PARTNERS HAVE BEEN AUTHORIZED TO ACT FOR THE PARTNERSHIP. BG 12. TO PROVIDE AN EXTENDED COVERAGE OWNER'S POLICY GENERAL EXCEPTIONS A THROUGH D WILL BE CONSIDERED WHEN OUR RE-INSPECTION AND REVIEW OF SURVEY IS COMPLETED. GENERAL EXCEPTIONS E THROUGH H WILL REMAIN IN THE OWNER'S POLICY TO ISSUE. A SUPPLEMENTAL COMMITMENT WILL FOLLOW. BE 13. TO PROVIDE AN EXTENDED COVERAGE OWNER'S POLICY, AN A.L.T.A. SURVEY, . PREPARED BY A LICENSED ENGINEER/SURVEYOR, WHICH DELINEATES THE LOCATION OF THE IMPROVEMENTS SITUATED ON THE PREMISES IN RELATION TO PROPERTY BOUNDARIES AND EASEMENTS, MUST BE SUBMITTED FOR REVIEW PRIOR TO CLOSING. Z 14 . THE MOBILE HOME OR MANUFACTURED HOME (AS DEFINED IN RCW 46.04.302) LOCATED OR TO BE LOCATED ON THE REAL PROPERTY DESCRIBED HEREIN IS SUBJECT TO LICENSING AND TITLE REGISTRATION BY THE DEPARTMENT OF MOTOR VEHICLES PURSUANT TO RCW. 46 .12.290. AA SAID MOBILE OR MANUFACTURED HOME IMPROVEMENTS WILL BE EXPRESSLY EXCEPTED FROM THE LEGAL DESCRIPTION AND NOT INSURED BY THE POLICY UNLESS THE CERTIFICATE OF TITLE IS ELIMINATED AND THE MOBILE HOME IS CONVERTED TO REAL PROPERTY AS REQUIRED BY RCW 65.20. A MANUFACTURED HOME TITLE ELIMINATION APPLICATION SHOULD BE OBTAINED FROM THE DEPARTMENT OF LICENSING. THE APPLICATION MUST BE SIGNED BY THE REGISTERED AND LEGAL OWNERS OF THE MOBILE HOME, THE OWNER OF THE LAND, THE CITY OR COUNTY BUILDING PERMIT OFFICE, APPROVED BY THE DEPARTMENT OF LICENSING, AND RECORDED OR AVAILABLE FOR RECORDING. EVIDENCE MUST BE SUBMITTED THAT PERSONAL PROPERTY TAXES ON THE MOBILE HOME HAVE BEEN PAID THROUGH THE CURRENT YEAR AND PERSONAL PROPERTY TAXES FOR NEXT YEAR, IF SUBJECT TO ASSESSMENT, HAVE BEEN PAID. CHICAGO TITLE INSURANCE COMPANY ducmb2/rlm/1-15-97 • CHICAGO TITLE INSURANCE COMPANY A.L.TA.COMMITMENT SCHEDULE B (Continued) Order No.: 430638 Your No.: RIBERA-BALK0 ENTERPRISES SPECIAL EXCEPTIONS PLEASE CONTACT YOUR TITLE OFFICER IF THE MOBILE OR MANUFACTURED HOME IS NOT TO BE CONVERTED TO REAL PROPERTY. AB AFFECTS: PARCEL A R 15. THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. END OF SCHEDULE B CHICAGO TITLE INSURANCE COMPANY cltacmb2/rlm/I-I5-97 CHICAGO TITLE INSURANCE COMPANY A.L.TA.COMMITMENT SCHEDULE B (Continued) Order No.: 430638 Your No.: RIBERA-BALKO ENTERPRISES SPECIAL EXCEPTIONS T THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS COMMITMENT: CHICAGO TITLE ESCROW - PAULA K. ADAMS PAULA ADAMS 3/1 RIBERA-BALKO ENTERPRISES 1/1 CENTEX REAL ESTATE 'CORP. , WASHINGTON DIVISION TIM HOYT 1/1 CENTEX REAL ESTATE CORP. , WASHINGTON DIVISION ERIC EVANS 1/1 CHICAGO TITLE INSURANCE COMPANY dtacmb2/rlm/I.15-97 ._ QCHICAGO '1'I'I'LE INSURANCE COMPANY 1800 COLUMBIA CENTER, 701 5TH AVE, SEATTLE, WASHINGTON 98104 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. ?'-" 5/ I i-2.3•- 5 + __ `�__ I a - I ' re L' -f2 ' 1 A T • ' 1 1 . .. .. 5P t75040 • u: - K075 .1 +� o ,e . o n O • t • ..„, L — h • + I1 ,LoL W It ai,:, , . M A li ' .-.S.E"••"T-124TH ST, 1310.Z4- _ _ _ _ o i .i z. .e a -.. • 1 3 a 1 • � OL ' 1 I. <y▪ . •`".1 •.p.O 1 ,o»O ff°,,o _ ,t'1,. Y ,; ; w y ,",� 1] • r Q`�• ecr,, ,:oc, 13 ;I"I 1 C y1 11 3 ✓-.r- f qto. 3 ,•_O ; ,�1, 12 r .`---:T3�� o- � 4 i . ¢4 1 PO ..1°� 4 1 L .34 . ,•''.4 '4 •✓ I • I . I 1 - .°L—J ,.gyp .• ., ," Ip I ,_m� f q"'� ..'P a"_J 0 I o w4 � •�.? 1 �I of '°d — , " .....I—.• --I I P IN° °o 'j I :o -▪i p, '° , •O I. :I ff f- .'' . - - • 1. I: . ..• • .,.‘,,° de • 4IP .a_--+s-i L2-.I.-.--- 4A +• -4--'.T„F ..,4 .IV G.P.al CO. R/NG. t'''j IIMC CGMT. r `> tc. Flo 7_L.. .s7,t SE 128 TH ST. ,• , ...... •' 0 z DURABLE GENERAL POWER OF ATTORNEY . l \ ;A, 1. pesignatipr,• I, Henry J. Balko, as principal (the j "Principal") , residing in Burien, King County, Washington, do . hereby appoint Diana Lee Ribera as my true and lawful attorney-in-fact. -S d~ 2. Authorization and Powers. The attorney-in-fact is hereby authorized to do and perform all acts in the Principal's place and .:.F.1 i stead as fully as the Principal might do and perform such acts as ,,, principal. Specifically included within this general authority, ..:-:- mow ' and not by way of limitation (except as specifically provided), r<F' C- shall be the following powers and authority: .: 2.1 property. To purchase, receive, take possession of, }' t lease, sell, convey, exchange, endorse, pledge, mortgage, release, _ hypothecate, encumber or otherwise dispose of property or any _g. t interest in property (including life insurance and annuity policies) , whether real, personal, mixed, tangible or intangible. Z i o i 2.2 ginancial Accounts. To deal with accounts �" -- (including, but not limited to custodial accounts), maintained or g1 9 owned by or on behalf of the Principal with institutions (including, without limitation, banks, savings and loan -N ` CD associations, credit unions, stock brokerages, custodians, trust companies, escrow agents, trustees, and securities dealers) . This ~♦"/ power shall include the authority to maintain and close existing accounts, to open, maintain and close other accounts, and to borrow -d II on, or -to make deposits, transfers, exchanges, and withdrawals with • respect to all such accounts. y1 *'• 2.3 Moneys Due. To request, demand, recover, collect, endorse and receive all moneys, debts, accounts, gifts, inheritances, bequests, dividends, annuities, rents and other payments due the Principal. ``-e'' g 2.4 Claims_ Against The Principal. To pay, settle, compromise or otherwise discharge any and all claims of liability N or indebtedness against the Principal and, in so doing, use any of tho Principal 's funds or other aacetn or une funds or other assetH g of the attorney-in-fact and obtain reimbursement out of the Principal's funds or other assets. 6 2.5 L*Q l l'1`oceQdings. To participate in any legal ✓ action in the name of the Principal cr otherwise. This shall include: (a) actions for attachment, execution, eviction, IIforeclosure, indemnity, and any other proceedings for equitable or d injunctive relief! and (b) legal proceedings in connection with the authority granted in thin instrument. iiRRT'JS$ TO W• hrto J. ►•hlern 70th ?loos, Coluabt• Center . 701 Fifth Avenue -1- Seattle, WA 1.0b104 .... ' e rii SAC,. r 16, 404. te.#'i 't, • �'',.'.1^YI'°. uex.., ...w.• Ter *t' , ,,l,4-n f25 I „►Si�•.♦..,,�.p:,a•,,♦.w* .. '!t ,.♦y :sit.,\ Kt �' ' ?•.jr. ..1'• :4,:rY�:, it�.. . !•t' 'i" tsi .;a�.t•y;y...'j♦:i••.:1�•i•i•�✓,.. :l.''t.-i' :y!"�: r''�;.r�•r''• •«.:.ti..ty ii•.. �'-�f'♦t.tDd'•y•'F�,S;�' tl•Si,' t �� b� b 7 .. jell u# } e+ tw r, 4�,.�5.4 r.1. ' _ � ,� , # err •y .. t s♦S% ?C•z.• s t. r II . ... t I U_ H O A 2.6 Written Instruments. To sign, seal, execute, 5 i i deliver and acknowledge all written instruments and do and perform each and every act and thing whatsoever which may be necessary or proper in the exercise of the powers and authority granted to the attorney-in-fact as fully as the Principal could do if personally present. w 2.7 Proxies. To act as the Principal's attorney or proxy in respect to any stock, shares, bonds, or other securities N or investments, rights, or interest the Principal may now or hereafter hold. '~ 2.8 Agents. With respect to all or any of the matters • L or things herein mentioned and upon such terms as the d attorney-in-fact shall think fit, to engage and dismiss agents, • fill N counsel, and employees, and to appoint and remove substitutes. � � 2.9 Taxes. The attorney-in-fact shall have the . mg authority to represent the Principal in all tax matters; to • '" prepare, sign, and file federal, state, and local income, gift and • ! P other tax returns of all kinds, including, where appropriate, joint ' Xc' returns, FICA returns, payroll tax returns, claims for refunds, c, requests for extensions of time to file returns and/or pay taxes, . $ extensions and waivers of applicable periods of limitation, ;; I ' 1 protests and petitions to administrative agencies or courts, I/1 (� including the tax court, regarding tax matters, and any and all • '::1- other tax-related documents, including but not limited to consents l _ ~•-• and agreements under Section 2032A of the Internal Revenue Code of 1°" 1986, as amended, and consents to split gifts, closing agreements, 0``{ 0 and Any power of attorney form required by the Internal Revenue '� Service and any state and local taxing authority with respect to any tax year between the years 1983 and 2025; to pay taxes due, collect and make such disposition of refunds as the • 1 attorney-in-fact shall deem appropriate, post bonds, receive confidential information and contest deficiencies determined by the Internal Revenue Service and any state and local taxing authority; ' to exercise any elections the Principal may have under federal, "' state or local tax law; to allocate any generation-skipping tax exemption to which the Principal ie entitled; and generally to represent the Principal or obtain professional representation for the Principal in all tax matters and proceedings of all kinds and for all periods between the years 19b3 and 2025 before all officers 1 -' of the Internal Revenue Service and state and local authorities and in any and all courts; to engage, compensate and discharge •',n' attorneys, accountants and other tax and financial advisers and consultants to represent and assist the Principal in connection A. with any and all tax matters involving or in any way related to the r'n'.57 I principal or any property in which the Principal has or may have an interest or responsibility. The address and telephone number of the attorney-in-fact. are 13740 S.E. 246th Kent, Washington 98042 1 (206) 630-3143. I t F ,. . , ji ` , v' 4'' 't•.+.' ,L,.. y. .,{>! . . `�'.1.` .,�a•'� i ft O r.t if )�.. '•r 7y•k.r ` i.hj. . ., . ' ., • t !.;.� f •�N • s. • ti;:'/' `, . .-, • C .•.•h• P•P f• .'' S r • I • , = �j. 2. 10 Safe Deposit Boxes. To access any safe deposit box ^ • to which the Principal has the right of access (individually or E f!; with another) , and to remove any or all of the contents thereof, t which the Principal would have the right to remove, or to add items it 5• • thereto. i 2. 11 exercise of Fiduciary Powers. To the extent •F• permitted by law, in any case in which the Principal may now or J_ ' hereafter be a fiduciary, to exercise for the Principal, and in the Principal's name, place, and stead, as such fiduciary, any or all of the powers and authorities granted thereby. . • fi t• 2. 12 health Care. To provide for the Principal's • {►- , support, maintenance, health and urgent necessities, including full • 6i authority to provide informed consent on the Principal's behalf for • health care (pursuant to RCW 7.70 and 11.94.010(3) ) or medical • ; treatment when the Principal is unable to do so, and to act as the _ail Principal's guardian in such circumstances. If the Principal must • ,a , be hospitalized or placed in a nursing home or similar facility, it is the Principal's intention that the Principal return to the r _F Principal's home as soon as practicable or possible. • 4. ;I— 2. 13 Gift6. To make gifts outright, in trust or to a ; � custodian, on the Principal's behalf to the Principal's spouse or to any of the Principal's lineal descendants, not in excess of the _� annual exclusion provided by Section 2503(b) of the Internal `� ._, 'c.fr Revenue Code of 1986, as amended from time to time (the "Code" ); .~' :j and to make gifts consistent with the Principal's previous gifting activity. This power shall include the power to make such gifts s• Cr) to, or from, any account, guardianship estate, custodianship or _ — trust estate from which, or to which, the Principal could make such ( gifts, and the power to cause the custodian, guardian or trustee to • v do sc., or accept such. If the property however, is subject to trust, then this power may only be exercised in a manner whereby the trustee distributes the property to the Principal so that the Principal (or the Principal 's legal guardian or attorney-in-fact) • may independently use such property for such gifting purposes. 2. 14 pi8claimers, Releases and exercise of Powers of Eppointmant. To disclaim pursuant to Chapter 11 .86 of the Revised Code of Washington or otherwise, all or any assets, property or interest to which the Principal might otherwise be entitled as a beneficiary (as that term is defined in RCW 11 . 86 .011 or _ otherwise) , the power pursuant to RCW 11 .95 (or otherwise) to I' release in whole or part any power of appointment the Principal may possess, and the power to exercise any general power of appointment the Principal pONHnNNek] in favor of the Principal or the Principal ' s estate. 2. 15 Gifta__tu.. S&a1J,Ly fu___Ao/liadincv. Subject to paragraph 3 below, to make transfers to the Principal ' s spouse an':/or family members pursuant to RCW 11 .94 .050, as amended from - 3- b` ,x , «A414,114-,f4"1'f ..tk' 1 + ( - 2 5 <`C 1 0 ti• . . .,^ , .,. ' �< y .m•".' j, 4;:""t, P'' L`.7', 1.4 L. ii. •w 1• Y .. : • , iy f.l, ^i"CY ..G.l'y i{, at •; .•'1 . <. .i. •1:"-� .1r4 4 },`�.., t.•,t"1 -r..: R...w:..t+ `s•}ti' • .St_';o: . i.'.:,• `r •'i. • •4t.• .• •'F. i, •I .. r..,` ." '. b i • .; ;'-.Mim. ''. - .• 11 + 41•�i' +t,• [ .f ♦••. !!. s.M.< .•:1•� 1 •‘ ...7•••.-,5f..ii !i ' , ..• e .�:4 ,C�.,..i.• S.•`!ti. , '•�. '`'4 Mom. � �"I_.Y. IItime to time, which would not be prohibited by applicable law or \ regulation, including RCW 74.09 and applicable rules and regulations thereunder (as amended from time to time), for the purposes of qualifying the Principal for medical assistance (Medicaid), Community Options Program Entry System Project (COPES) , the limited casualty program for the medically needy or other 1 similar public or private assistance. This power shall only apply I in the event the Principal requires, or is reasonably expected to require, the type of services and benefits available under such programs. This paragraph 2.15 shall not be construed to prohibit transfers which would cause there to be a waiting period or 1 disqualification, if in the attorney-in-fact's judgment, incurring 1 the waiting period or disqualification is in the long run best • interest of the Principal and the Principal's estate. The provisions of paragraph 2.13 above regarding powers to cause distributions from a trust for gifting purposes are hereby - incorporated in this paragraph 2. 15 respecting the types of transfers and gifts contemplated by this paragraph 2.15. 2.16 Sever Joint Tenancies. To sever any joint tenancy with right of survivorship where all of the other tenants are • either the Principal's spouse, the Principal's issue or the ' Principal's ancestors, or any of them, thereby creating a . rl ` tenancy-in-common with respect to the Principal. : ' ftich 2.17 Community Property Agreements. To agree with the C\-i Principal's spouse to the partial or total revocation or • C) termination of any community property agreement or property status • C agreement. • ' 2. 18 United States Treasury Bonds. To purchase United - O States Treasury Bonds which may he redeemed at par in payment of T)C federal estate taxes. CT) 4.2. 19 Funding Revocable Trust. To complete the funding of any of the Principal's revocable (living) trusts which have been established by the Principal either alone or in conjunction with the Principal's spouse, by executing any and all documents, including without limitation, change of beneficiary designations and ownership forms on any and all IRAs, annuities, retirement i plans, profit sharing plans, life insurance policies and other I accounts; stock powers, assignments, bills of sale, deeds, endorsements and the like; as may be required to carry out the Principal 's purposes as set forth in such revocable trust(s) . ` Notwithstanding the foregoing, this paragraph 2. 19 shall only apply with respect to a trust if the Principal then has the power (whether or not the Principal can effectively exercise it because of disability or otherwise) to amend, modify or revoke su^h trust with respect to property attributable to the Principal. 3. Ascertainable Standard. Notwithstanding any provision of ri thin power of attorney or of applicable law beemingly to ;.he 1 I -4- ... 25 x i 0 ,./ ,')r.i•y L••`ji .. ':yi�.•. 't."i.+s•jyw%ar?��. `{: •^,�W:�'t'7+J•i.:•}•�}l- ash• n:d L 1'r..wr= rLitr" .,.:...!•;...".:....,......••....•s. c.:a d•,a rS.. , a . ' 1,/t•!' .•%%,M.:.•�. 4 a14t a •1 i . .l_•• • U ;l f..) I- c) contrary, any right or power exercisable by the attorney-in- fact, '^ A \ which would otherwise constitute a general power of appointment in 1.I— 4;. the attorney-in-fact under Sections 2041 or 2514 of the Code, may z .t only be exercised by the attorney-in-fact in his or her favor for = the purpose of providing for the attorney-in-fact's health, -► education, support or maintenance. is a w F 4. Accounting. The attorney-in-fact shall keep a reasonable ' c/= " record of actions taken on the Principal's behalf and shall be tii W reimbursed for all costs and expenses reasonably incurred. In • W�.. addition, the attorney-in-fact shall be entitled to receive at Nd •, least annually, without court approval, reasonable compensation for _ ` services performed on the Principal's behalf. The attorney-in-fact ►- : oc� may waive this right to compensation from time to time. u. - 5. Guardian. If it becomes necessary to appoint a guardian • in t of the Principal's person or estate, the Principal hereby nominates Diana Lee Ribera to serve in that capacity. -4a '-•W : 6. Effectiveness. This power of attorney shall only become z= • effective upon its execution by the Principal and shall remain 2.C. effective until revoked in writing by the Principal or by the • M Principal's legal guardian. w c� 7. Durable Nature. All acts done by the attorney-in-fact •.�: S I during any period of the Principal's disability, incapacity or 1r- 0 uncertainty as to whether the Principal is dead or alive shall have -•I' the same effect and inure to the Principal's benefit and bind the 0 (O Principal or the Principal's guardians, heirs, beneficiaries, and i • :; personal representatives as if the Principal were alive, competent .t-. �', . O and not-disabled. This power of attorney shall not be affected by Cv the disability of the Principal. 8. Successor. If for any reason Diana Lee Ribera declines, failb, ree gns or for any reason cannot serve as attorney-in-fact, • • the Principal hereby appoints Ty H. Ribera and Casey E. Ribera, to , • be the Principal's co-attorney-in-fact hereunder, or the survivor or willing party thereof as the attorney-in-fact, with all of the . rights and powers of the original attorney-in-fact and with full power of substitution in the premises. 9. Indemnity. The Principal and the Principal's estate shall hold harmless and indemnify the attorney-in-fact trom all _ liability for acts (or omissions) done in good faith and not in fraud of the Principal, provided, however, this indemnity shall not extend to acts or omissions constituting gross negligence or • intentional wrongdoing. 10. Reliance. Any person acting without negligence and in good faith in reasonable reliance on this power of attorney shall not incur any liability thereby. Any action taken, unless -5- .... _ r r .t• °4'C r • �r..' 'M tkik• ,i•r(.yAy. ! ' • , •,�,.' _ •• �? ;'4'25 x I 0 trL ✓ �l : 1 �" ! C!1 1 . �. r !1 *CO' r , . . ........ . - - -- _ _ __ ___ __ . W V .-1 ,. • = otherwise invalid or unenforceable, shall be binding on the heirs, , • • beneficiaries and personal representatives of the Principal. • • 11. Governing Law. This power of attorney shall be governed, * construed and interpreted in accordance with the internal laws of ►- _ the State of Washington, without regard to choice of law or conflicts of law principles. Lai v i IN WITNESS WHERE F, I have hereunto set my hand in the State ,'': ti_j. H X of Washington this P(4 day of December, 1991. 'r'� •_: ' -)= • PRINCIPAL a /J i _,.44 -•«. YHenry J. o ai..r...--, n z Cr -•W ; Address: 303 S. 104th . i Seattle, Washington 98168 •)- S.S. No. : 531-10-6002 -I ODC tit L f• C Ji CDy CIS .a; .,; -6- . t: '14 ;�tri dry+• - �- is w..;.r'.�'• y If•'V 1��q �,s.e•� .:ti 1• 1• 1�'• :11' z t r�1 /.'t�PA., r ., •r >, i • ,�• .t y_. t7 4• P , t �. 4,'�7y}{�1�, }il����`�q• 1 ''t. � •Y%yti•tyi ... �t/n^ r l rl�•` e. 4'41: ‘'361P4t 4 11�f,• ' " ' ''''' .'+4. n: ti J tt `�_�`„`••. i 4,tt..3, n` r1 dF• .�f.�_`; 0. .1.,14,..,E ,-v-: --.: -.. M. i0. i• •'a .6 .,•'.• 1 fa'• ,•...x •y.4«• •i��.,4:1 •i'1 .. •� . ":;.1• �'., u,. J t ..•r:..rl(..:►;.:�-•a:'t';^,.•.•f�q:•r:.-- •,r '�)... F!• a .•+•"Vw..* ,. i� S. ^sifilt 1 .1r...i.e.' i.'�••~�1a� ,„ �eailh•.li .T v Y•; 1r••� 1 •,•'• N • .31• A••s:N•+.75 I.' r4 :�.i • 'Y`?'. ........*4.._.. ...s....r.to-...a a......—....e�aarer -..._. _ •.s:.it^ra.r:w ^e..et-..+•. ^ ... ... . lv 1� f i — • O x • (^ •.44,1:\ ' STATE OF WASHINGTON ) i R ) 88. 1 ? = COUNTY OF RING ) ; • = ' '- • ; I certify that I know or have satisfactory evidence that Henry 1: 1. Balko is the person who appeared before me, and said person • -:. acknowledged that said person signed this instrument and acknowledged it to be said person's free and voluntary act for the f c = s uses and purposes that,/ in the instrument. I• , H' • Dated this /(p day of De embe , 1 4.9 t,vite• } Notar' public n an•; :r thof !. I v, . Washington, residing at' ..) ,s_L . 1 =g ' My appointment expires �-1 ' 2 I=TM- t n: 0 z •• ACCEPTED AND AGREED TO: c 464/71A.:` { 0O na Lee Ri era Cr-) Address: 13740 S.E. 246th Kent, Washington 98042 �, +•. O Telephone: (206) 630-3343 CV Cr' 141876.M26 . • 1 I • L 1 :. i i 1 t 4 ' • j —1— ,.`J r.:.3��r _�,• ',y"r.;a',�'•f h •: r •v. �a �' • ink. t .'4'rlaYt• '.+ a'yt� %r y.t$r• x , " "`•Y at •v a.....�j •.t,�q.�• •• a„. +.I/ .. •• , , .a. -. at.h:^�7.''iC,±`I•t-.."�7'y'7LG�..��4 17.4 +4 4, 1 :•..,,, ., :. �4.. t. S. . •....»t •. n t77 {:•psi, 1 s• tt? y R i' ..t r': v. .�.•1 '... ;J.-J.'�rl.� 1.tY: �.. !•� .N •fV.,. A,ir a•�+ 7+j!. ...+:?9'!•�:Yt�' 3�!'x•}i �t,t,. _ _1t,;1 •}• 'a'+�� I.f. 'X_ 1. \�fal'.►•�L't!�j . t.;'.• • ito ';''f... !L.•• 7•.: ,mob• 1 � ken •a .cr.?.. 1�. i1 .`fL••x.� ..M. TX.;.:,?. •:.•...''. .l?*..;..w I ...,.i.. 4 j..,•l,.a../4•, pd j.y /t:' . • Oh IN 'AECri'.E�: 1tilS i)AY 91^26./05 40492 C1 RECFEE ?.00 IN ti :) LC. Mi '91 CASHSL .r*rr l 1.00 GENERAL AND DURABLE POWER OF ATTORNEY OF EiY ;NL DA! ;i^N fr . HENRY J. BALKO i . • : e. . !,'- f..!,.•, C. N 1. Designation. The undersigned (the "Principal") designates DIANA LEE RIBERA as attorney-in-fact for the Principal. The person designated as attorney-in-fact is also designated to serve as guardian of the person or estate of the principal hereunder if necessary, subject to confirmation of the court. • 2. Effectiveness; Duration. This power of attorney shall become effective immediately, shall not be affected by the disability or incompetence of the Principal, and shall continue until revoked or terminated under paragraph 5, notwithstanding any uncertainty as to whether the Principal is dead or alive. 3. Powers. The attorney-in-fact shall have all of the powers of an )solute owner over the assets and liabilities of the e n Principal, whether located within or tAthout the State of Washington. These powers shall include, without limitation, the power and authority specified below. 3.1 Beal Property. The attorney-in-fact shall have . • authority to purchase, take possession of, lease, sell, convey, exchange, mortgage, release and encumber real property or any interest in real property. in CD3.2 personal Property. The attorney-in-fact shall have authority to purchase, receive, take possession of, lease, sell, -... assign, endorse, exchange, release, mortgage and pledge personal property or any interest in personal property. ysf,; . r I.y/; { r I 3.3 Ei.nancial Acco'.1n u. The attorney-in-fact shall havo �' the authority to deal with accounts maintained by or on behalf of '.i. ` the Principal with institutions ;including, without limitation, . ' — 1 — ;tl-{,f� 4 I.'- ,r 1 , 1.1.\. t`11•..I.... I, I. $1\v \. I'` .^i.•. rr �•` •. C(H1RTI YkFiCURDINOCP&V_ t.. r ' • •. .1•. A. NOUA RUSTY PM VALIDITY ANDI(>tl ACCURACY AILIUM1,1)MY MIT RHO I teAN 1,1141 MUMS UPANCII COMMN Y yyW. u MI _ . 0 L a 25 .x 10 , A. M i.� �.J F.1.. ♦:_..�4- *:.-.-...'ram'' t:',,.A.... • 't(.It i:J,'I.Ir:1.,{;,'r.;..;!�..t.w!. . ..1;,..4•f,.,..... 1 }:is-IV�i /�`. Ilw'V'.U2 ti .. ;r. l l .t'► 1 •�.•••4•'1.•I)�4 io-11;4•'� 3 ,.t 1,r••• .e. . t Ar:t 1 �",vp,4j' .y�kint.i yn�,rltil. :ui•♦:jji. a r`1ify y,. 3 7 banks, savings and loan associations, credit unions and securities • dealers) . This shall include the authority to maintain and close :; ; existing accounts, to open, maintain and close other accounts, and to make deposits, transfers and withdrawals with respect to all • • such accounts. . /' 3.4 United States Treasury Bonds. The attorney-in fact shall have the authority to purchase United States Treasury Bonds, ! N• which may be redeemed at par in payment of federal estate tax. 3.:, Moneys Due. The attorney-in-fact shall have ,,. authority to request, demand, recover, collect, endorse and receive ~: all moneys, debts, accounts, gifts, bequests, dividends, annuities, .7 rents and payments due the Principal. N • •+ 3.6 Claims Against Principal. The attorney-in-fact e shall have authority to pay, settle, compromise or otherwise 3_ ..„e. C\., dischc. ge any and all claims of liability or indebtedness against }i ONthe: Principal and, in so doing, use any of the Principal's funds 7J' V O or other assets or use funds or other assets of the attorney-in- t ) k`_r' CD fact and obtain reimbursement out of the Principal's funds or other } assets. •1.4 3.7 Legal Proceedings. The attorney-in-fact shall have . s. • authority to participate in any legal action in the name of the r+ . r Principal or otherwise. This shall include (a) actions for ,., { attachment, execution, eviction, foreclosure, indemnity and any .. - other proceeding for equitable or injunctive relief and (l1 legal ';; procnodings in connection with the authority granted in this instrument. ..' 3.11 Written IntrUmenta. The attorney-in-fact shall .0. [ : ;:`. have the power and authority to sign, seal, execute, deliver and II: acknowledge all written Instruments ani do and perform each and .•,.,, every act and h:ro; .'.a'r.. ."aver w •_cn xay ce necessary or proper in ,.; tit,....„ • ,,,:1 _ r. y1•iw�a`� •.r_,. '��••f j%i Kf;••.rn�..:,�a.w .•y: .1 •.'r •.' ..• • ' '''.4 i 7."►J.6. .•6".i•h' h'I.. :.j 'h.•'••){ 16 .•,� i. i {1,1�7{,��/n«Vol,' i �F'��Vi�J ,�..: �.'•�•I.1�•ti••k ��I�r •�1,� �• �j. .��an �'•. •�qi:t•i'•M.�,•Y•;.•'!�~�1� 1 �' ^'J!l,,... 9 4.- 4:hi 1S w',,• wi\.•y'.I ti•,1..y'{L./11''�•.V.1,�!.,:ai �•t v•t f p'•1';'.'..i II�Y, '*b..'�y,.� .�. it ..412t71.44414111 :;• 1,, N e.Y/�y. / .,. .'•ht �, •..•1.1i t t� • J Y ..C� A' ►1• • RR{'. 'A.•7+•,•' �1 •, i (•� j) • ,�.,.....,1.74. f: Y-f 4. t.0 r�•'• Ail �•i+►.•• h } ..�- s g in•..r1w. Jmi---It •�,oi,ar. , •. t..• .*•�•744.o. 11•: •!.i•.��I.: FIT•' . 44. '•r:•,,jr i• v.U•.Io�: .f 'tii. j i, •j.r ;,i :r,' •s :i1,.•y t' ,+4!F3'• ...}N. +•, ,-x1. `'i. • °.7. r 1 1 the exercise of the powers and authority granted to the attorney- I in-fact as fully as the Principal could do if personally present. __ 3.9 Safe Deposit Box. The attorney-in-fact shall have the authority to enter any safe deposit box in which the Principal i has a right of access. 3.10 Disclaimer. The attorney-in-fact shall have the ' i authority to disclaim any interest, as defined in RCW 11.86.010, in any property to which the Principal would otherwise succeed, and to decline to act or resign if appointed or serving as an officer, director, executor, trustee or other fiduciary. 3. 11 Gifts. The attorney-in-fact shall have the authority to make gifts outright or in trust to or for the benefit of the Principal's children, their spouses, and their issue, not to exceed $10,000 in the aggregate in any one calendar year as to or for any .ne person. _ 1 0-• 3.12 Health Care Decisions. If two of the Principal's v • CD attending physicians determine that the Principal is not competent U) II O as defined in RCW 11.88.010(1) (b) , the attorney-in-fact shall have i CD the authority to make health care decisions for the Principal and O' to provide informed consent to health care on behalf of the i Principal as provided in RCW 11.94.010(3) . 4. Limitations on Powers. Except for the authority specifically stated in Article 3, the attorney-in-fact shall not have authority to make, amend, alter, revoke or change any life insurance policy, employee benefit, or testamentary disposition of the Principal 's property or to make any gifts of such property or to exercise any power of appointment. 5. Termination. This power of attorney may be terminated by (a) the Principal by written notice to the attorney-in-fact . - 3 - jt , 1 MM4'., Kt i WI NO ♦ hill,4*4 Pv I'1. , 25xID 1-_ •. M,.-:S Jay......,+-w.r...l:• .r� .,)! L 4.- w ; '�` t .... i y Ate' o ••. 'i Van )• ty••., ,:f t• r, 4'• p R'k�•y `) �'• '1 li (•.•. j,; N. �1 i•I SSLv.;41 a • 11 ja�Wtae°i�4 ti� :,.. I .. r.. • na. •„i t .'.,43 .,... i ^..i.y,��•i, i..;_4 i1 :S.' •�trl i.i'1•l7,.rw} ••,• i,.•.'. �IrYK ;/1' ' }•;:n{alt•�:'••/•5�.. I�c,�;, 1 •�ti i . Ay•�aSt d it• '� •►�'.�'S`A;,;i•• ; r •�t? :N�,;.' a�{;. •:`{ • i� �•.• v��.��i....!';„•.. Mr•a • 1 1 1 t ..!, c ar-Ae.tMb 3.4.**.:' ' •� w.. • r. ►..1 S•.•:J't+,• • .Ly•. , .� ' ' 1 '. L, L T ` •4.1Y•Ff' .e•r:Nay• '1:',i i. 1 , IA::,• .L • .. ..:.,, 1 ,f'fi.� and, if this power of attorney has been recorded, by --ecording the '''!,;:, written instrument of revocation in the office of the recorder or t'•-.4 auditor of the place where the power was recorded; :3y (b) a Guardian of the estate of the Principal after court approval of such revocation; or ` (c) the death of the Principal upon actual knowledge or receipt of written notice by the attorney-in-fact. !II 1 6. Accounting. Upon rertiest of the Principal or the Guardian of the estate of the Principal or the personal representative of the Principal's estate, the attorney-in-fact shall account for all actions taken by the attorney-in-fact for or on behalf of the '• r lit' Principal. :.1:4. r 7. Reliance. Any person acting without negligence and in . I good faith in reasonable reliance on this power of attorney shall ;f: I not incur any liability thereby. Any action so taken, unless 1 l oth•_cwise invalid or unenforceable, shall be binding on the heirs and personal representatives of the Principal. . • i CV U-• 8. Indemnity. The estate of the Principal shall hold iV CD harmless and indemnify the attorney-in-fact from all liability for acts done in good faith and not in fraud of the Principal. . Cam_) iiii (T 9. Applicable Law. The laws of the state of Washington shall govern this power of attorney. DATED this b day of 3 igti t, 1990. co I r_gk___ •—,,,z- HENRY J A U . S3I - I0"�'� i Social Security No. :' `fit 1 •. { Domiciled and residing at: ::i i4 Seattle, Washington ict i •..i - 4 - ,, -, ,L l NNAN, KI.IWENU I. J 1NS'IN, hti. r •M,• ,. w r•'As Y ,1uI1N]un1 • ,I::•• i R.,14. .h.,.IN1 ',roof I ,V,.1►..v.•mw.M11%OW`rt I 8:101 h0::Ni : . , n.�.�ri1/rYIl1Ar�11i1r• \ , .. . ,,!.N i-« L. ..1 +^}I 1.•r,,,. h:.sr�. ••4.1 ,1 • I X 3.• P'q �r 1•• •' r•\ ' • • E f7;•'! ' Viilltl t..,. L•= a%•1 .1; $ /' • .17,1 1, s;.V. .,r71,',r ... •7 .it:+.•!; .aJNi'.• '••4;•!•ra4...�s. 'I.•F I r•1�l;4�......,.,, IR•iba T: ..1:•i 0, y.':i „ '' ••Y ,,..• ..a... 7 •N tl to 1u yU ■ ♦ l� L•.��..'"r ltrI"1'�J ,�!!' ..11 1,•..r,:1• •♦ . �:r'• 7.• • alq;A i'•w f':a;�'•'y 4.641.1s:- :v•:.%'WY' :1.j. •h ' •11'. ,l ./,i y�-•ii. �. •L• +•:: •,•• M ��l.�j;li'•1'�..0' •wi} �•,'Y`f�1'[—,�{^' • `! tl Via.ri �S.•.,..�` •1... y i . • • •, ,, , r. J.�ar...� ,..Y. y.>•E...•ws.. w�. n.ri..+�.. 1•r••r1•� .. .•y'siR' .:.. ..•.,. i r. -:.N; ` sit.!.n r 1-t �••+-r'y+►�.. �.�. „ '""'• -• tooke%fitbwC3atirill:Arar».0,41.4.3‘11r7""... . 1 .:. ki. •• . ..,.. _ . STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this day personally appeared before me HENRY J. BALKO, to t: me known to be the individual described in and who executed the •1'; within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and ... purposes therein mentioned. �; IVEN under my hand and official seal this 2 day of A t, 1990. puuu•q,� t MY4 '' 0,... _ I . • •, • .p "Ai s. .tN-•,---- �s. (NO PUB IC in . d for the S ate !.. �, �A . on, r hiding at __ „._ z gyp.• . %on expires L os ,, . `V �ON} .11V V , L J • O tom. O V '•,ti ti t'•'. .S•.- I.. .01 __ft 8..•1 - 5 - ! ;. 1'rrAN, KI Y1\tN<1 .. il`••P1111.4, Il.S. t'•.0.7 a I11 1113'1 %M .11b•1 +1•-• I\...01.•r Ian Ih` .1 0)61 M:1111 :' G Ir y F..... l�.;s?..1,` 7r•'•� 1Y 1 r � :-O ,1 ti .1 , •• t• } ,. x 1 t.. �' •fir • •. :.+►i►.' . ..��r•^.ow cv..,...•.; '�•1'. M s -'9I s:1.7 .... ..,•• •i.e.• • _•! ✓ /.'I..`N •• ,-,In ..ae.%b �,"'v.J1• .4..;;:e1.1.11.:.1"illis nib ,,�i1 7.7;i,,, in ..,..., .,,••,.,� s.if In�p.,..4. .1.•.�,``�•f'��4.6i . 1 y,�,1! y ,7•r,, rv����IIIIIIk. r. f�• 4, 1•r . -M.,;, vf, y r• .A...t)4; 14 1 T r/•.-.11. ,IY.f ••, ..-. ..1'..,••�' ..:ilk •t.. .1A,�•..1 .,, yT:•No.7.,tl;•�• .• I1.J w•r•+•dt i• .9 1 • Ij•. It ....L•••• ' •w.,i.11''7.�� .p!�'ii'y.'•..;••'.:f; - •. ..L`i ii. ,. — = L ,:d a:... "'',:+..11 ,'• :�•'.y - - ...• - :4. .;:,,,,,,•-:a:s.•}..,'R-:�+w wui•!•. ..,, �.ir.�.y .. r • • k • .' 1 2 A Filed for record at request of: • _ `:' Cairncross & Hempelmann, P.S. ~ Attention: Timothy J. McDevitt 701 Fifth Ave., 70th Floor : T ►- Seattle, Washington 98104 • d 41 • C-)Z W VI Z vl :Li U J O 0 H = QUIT CLAIM DEED We- V "0 1. Grantors. The undersigned, Diana Lee Ribera, is the r ni duly appointed, qualified and acting Personal Representative of r. 1. =a the Estate of Ada Balko, deceased; and the undersigned, Henry Balko, is the surviving spouse of Ada Balko, deceased '' Z o ~ herein) . ( " antors" W_ ~ , 2. Estate. Ada Balko died on June 4, 1991 . On June 26, z o i,-. 1991, the Will of Ada Balko dated July 20, 1988 (the "Will" ) was .• D j) CC admitted -to probate, and Diana Lee Ribera was appointed Personal o 'c,- Representative in the State of Washington Superior Court of King C • VI1 CD County in Cause No. 91-4-00671-4 (the "Probate Proceedings" ) . DO .. • Cv 3. Nonintervention Powers. By Order of Solvency entered on June 26, 1991 in :he Probate Proceedings, Diana Lee Ribera was CT- authorized to settle the Estate without further court '_ intervention or supervision. :* 4 `- • 4. Described Community Real Property. Included among the property passing under the residue of the Estate of Ada Balko, Deceased, was the decedent's community one-half interest in real 1 property (the "Described Community Real Property" ) described as 1 follows: The East half of the Southwest Quarter of the Southwest Quarter of Section 11, Township 23 North, Range 5 ^ast, i . W.M. , in King County, Washington; Except the South 378.8 • feet of the West 125.00 feet thereof; and Except the South . 42 feet of the remainder thereof as conveyed to King County under Auditor's File No. 5799278 for Southeast 128th Street. " S. Confirmation of Surviving Spouse's Community One-Half i Interest in Described Community Real Property. Diana Lee Ribera, ! Personal Representative of the Estate of Ada Balko, hereby • conveys and quit claims to Henry Balko, surviving spouse, an undivided one-half interest in the Described Community Real i Property, which interest represents the surviving spouse' s one- . half interest in the property that was community property of Henry Balko and Ada Balko at the time of the decedent 's death. I • taJ i U — F— t O . 6. Conveyance of-Estate's One-Half Interest in Described ; t.) . 1 Community Real Property. Grantor, Diana Lee Ribera, Personal x Representative of the Estate of Ada Balko, hereby conveys and = s quit claims to Ribera-Balko Enterprises Family Limited _ ' Partnership the estate's one-h'lf interest in the Described Community Real Property, together with all after-acquired title a of the estate therein. This interest represents the decedent's one-half interest in the Described Community Real Property at the c3Z time of the decedent's death. v) J o 7. Conveyance of Surviving Spouse's One-Half Interest in ; �,Ci Described Community Real Property. Grantor, Henry Balko, hereby ~'= conveys and quit claims to Ribera-Balko Enterprises Family ►- Limited Partnership his one-half interest in the Described _. Community Real Property, together with all of his after-acquired u. title therein. = Q DATED:d ( . ' U , 1991. z �lLrt �� !c_�t� o ; D ana Lee Ri era, as Personal • 1-- Representative of the Estate of Ada o? ) Balko, Deceased, and not in her La individual capacity • =v) , 6,Atle_0 . '� f Henry BaJLko -` Cr-)CD s. 0 ("N-1 STATE OF WASHINGTON ) • ss. Q COUNTY OF KING ) r� g On this \Il. +;� \day of ` , 1991, before me, the ; undersigned, a Notary Public in and for the State of Washington, , duly commissioned and sworn, personally appeared Diana Lee Ribera, to me known to be the person who signed as Personal • Representative of the Estate of Ada Balko, Deceased., ;' d who executed the within and foregoing instrument, and acknowledged the said instrument to be her free and voluntary act and deed for 1 the uses and purposes therein mentioned; and on oath stated that ` ` she was authorized to execute the said instrument as Personal Representative of said Estate. 3 I • • • • RM.'s:*•:"IPi`, __ �� "+ ''R.Ii K•�'� tii`�`h "C.c." • :n ftr.�rrt ,.f • L-• iiiLYiilYW14.4rMit _._rb. PfCa�AyLiriR.:iili. ,.•••.^.: ...r.. ... • IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year fir written Alt) VOL NOT P BLIC in and ,t.r the • of Washington, residing Rt. ��y��,: My appointment expires `11 STATE OF WASHINGTON ) ) as. COUNTY OF KING ) . On this \day or �j I Aj& .J.�. , 1991, before me, the undersigned, a Notota'ry Pub is in and for the State of Washington, duly commissioned and sworn, personally appeared Henry Balko, to me known to be the person who executed the within and foregoing • instrument, and acknowledged the said instrument to be his free and voluntary act and deed for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set m hand and official seal the day and year firms abov ritte . r C : CD 0 UBL n a the S • _ of Washington, resi n a,‘ :A. CY-) My commission expires -1f)-'OL'7 :5-' N Q 147480.M33 • • • r - ..j .[t"7- tG'� 1- •-- •—.7m!'5 .+FFriri••.-."� p . r T� v s r i ^, emsasx.. c'• - - __Y..r.1).iifML�.irl'i...MZL.. •E'� t .. uaAwM1rl•C✓4?Y�.SL '.��.i e..,.,. �.... .. __`..�►.. -__ Filed for record at request of: Cairneross & Hempelmann, P.S. Attention: Timothy J. McDevitt 701 Fifth Ave. , 70th Floor Seattle, Washington 98104 QUIT CLAIM DEED 1. Grantors. The undersigned, Diana Lee Ribera, is the duly appointed, qualified and acting Personal Representative of the Estate of Ada Balko, deceased; and the undersigned, Henry • Balko, is the surviving spouse of Ada Balko, deceased ( "Grantors" herein) . Cr 2. Estate. Ada Balko died on June 4, 1991. On June 26, 1991, the Will of Ada Balko dated July 20, 1988 (the "Will" ) was O admitted to probate, and Diana Lee Ribera was appointed Personal NRepresentative in the State of Washington Superior Court of King County in Cause No. 91-4-00671-4 (the "Probate Proceedings" ) . Q? 3. Nonintervention Powers. By Order of Solvency entered ?. on June 26, 1991 in the Probate Proceedings, Diana Lee Ribera was 1, authorized to settle the Estate without further court intervention or supervision. 4 . Described Community Real Property. Included among the - • property passing under the residue of the Estate of Ada Balko, Deceased, was the decedent's community one-half interest in real property (the "Described Community Real Property" ) described as follows: That portion of the northwest quarter of the southwest quarter of section 11, township 23 north, range 5 east, W.M. , in King County, Washington, described as follows: Beginning at the northwest corner of the southwest quarter , of said section 11; thence south along the west line of said subdivision, 645 feet to the true point of beginning; thence east 1, 320 feet, more or less, to the east line of said •. subdivision; thence south, along said east line, 675 feet; thence west 660 feet; thence north 660 feet; thence west 660 feet, more or less, to the west line of said subdivision; thence north, along said west line, 15 feet to the true point of beginning, innin g' g, except the west 30 feet thereof for road. _,. ._..,`4l : ?: -,-.vN:....ss,.,,.1 t-r. ., . . 3., 5. Confirmation of Surviving Spouse's Community One-Half Interest in Described Community Real Property. Diana Lee Ribera, Personal Representative of the Estate of Ada Balko, hereby conveys and quit claims to Henry Balko, surviving spouse, an undivided one-half interest in the Described Community Real ; Property, which interest represents the surviving spouse's one- half interest in the property that was community property of Henry Balko and Ada xsalko at the time of the decedent's death. 6. Conveyance of Estate's One-Half Interest in Described Community Real Property. Grantor, Diana Lee Ribera, Personal Representative of the Estate of Ada Balko, hereby conveys and quit claims to Ribera-Balko Enterprises Family Limited Partnership the estate's one-half interest in the Described • Community Real Property, together with all after-acquired title of the estate therein. This interest represents the decedent's ' one-half interest in the Described Community Real Property at the <. time of the decedent's death. 2 7 . Conveyance of. Surviving Spouse's One-Half Interest in Described Community Real Property. Grantor, Henry Balko, hereby conveys and quit claims to Ribera-Balko Enterprises Family Limited Partnership his one-half interest in the Described Community Real Property, together with all of his after-acquired title therein. // DATED: / ?, ( h , 1991. Ll'; -4::r /_ . Diana Lee Ribera, s Personal NRepresentative of the Estate of Ada — Balko, Deceased, and not in her , individual capacity Ii 9 JrLf '� l Io ti i:'t Henry Be i Li STATE OF WASHINGTON ) ss . COUNTY OF KING ) • On thiskAh day of _, 1991 , before me, the undersigned, a Notary Public in and for the State of Washington, i duly commissioned and sworn, personally appeared Diana Lee 4 Ribera, to me known to be the person who signed as Personal Representative of the Estate of Ada Balko, Deceased, and who executed the within and foregoing instrument, and acknowledged i the said instrument to be her free and voluntary act and deed for 1 the uses and purposes therein mentioned; and on oath stated that t she was authorized to execute the said instrument as Personal Representative of said Estate. 1 i . . , . 3 ,�y ., . ,.p.,.. ,�a1t6x S� .`b1 Q46- Li,2„ ,24. 4 i •IL+J ita i'4Rt'r itata iL ! d :'?bld�o4e7'!Cs�t-.�-•.• e•.:��ew.•-.._�•...c. .. 1 _ 0. . • IN WITNESS WHEREOF, I have hereunto set my hand an official seal the day and year f' abov," itt n. 6 15 4 \ Re, /0 sa NOTARY PUBLIC in'a • ;. he - of Washington, rest.ing at , ,�•�:i,� i ,� _ My appointment expires 4 ' • L J D D STATE OF WASHINGTON ) ,, ) s s. COUNTY OF KING ) ��` On thisU O.O day of , 1991, before me, the undersigned, a Notary Public in and for the State of Washington, iduly commissioned and sworn, personally appeared Henry Balko, to me known to be the person who executed the within and foregoing 41 instrument, and acknowledged the said instrument to be his free and voluntary act and deed for the uses and purposes therein mentioned. J IN WITNESS WHEREOF, I have hereunto set my hand an. official seal the day and year firs ove . ten. -7 - - 01) • --V li& A.416 Nit_ P .O R' .•U:LI. in an: he S CO CO of Washington, residif •"'4 at , Impaa f OMy commission expires r. l ' -, (�j I 147475.M33 I c7: I i i I i I i i • ts, r vr' -Al T til r/.D.`t*IN C„, " t a . . IILI i �� / I�1 PY /-. i • II '-(j a31u -au -- - -- I / I -. . - . 74kI b e /77I-.4/`03170 ,v Y Pco� : •„_' ti r•r�s I 101 �,./ .7~3 1 7, r�!'� . .a....Govamom Mama,nomoonlipTY r C.. uw . 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'x �`•R fi .: -�. �'�'" ., . . . . • • s '+ • ' )' ,t r, F'bs7 t •r • *µ. •,.Sk `''Yr`e4, �.'r1,•�,1r.}1r 'r:�, l,,r� •`•��• x7'•i. �t �• w• •! • ' 11- f, • • +� dt t?( y ,s ` , .. ..}t •.. t '�•,",�T �, • `1�"FC•:•�CC"!'.•;.:r"1.. .1 `' 7.t r !''1;, .0.1:34:1,13i. +�: Q. Iris� 1U � s:, + +•ram;': a`1 . :'�">, ,.i.L. r_ .:., }. z". , 1483 "s�E,�t_26-t�t Sr= '� 1r' `eri -'444"2'4-ti''1t'� ; ivw 11805 • . Re sou• iln = �..t ...•yet Y r, ' � '• ;..1:l l .i t'it V. 61 /My T La~ ' s t • (I •.",-,11 -5, it ,.,� \ ^ i r — The grantor_$ .herein Sara SWeQt ltfld . 0._.3NAAt..:_ , y.,, ; • �, 1 -.. w t f7 _ ..3 -f _ . 1 • __._. • } for the consideration of .$ 768...DQ.a.a,...... ....w.a........_..a.. _... Dollars, n r • ]� ,mot and also of benefits to accrue to •'171.C_tx.. ..._..f.by reaion of laying out and•establiabiag a public road _ a. ' J through'i e 1 T" property,y and which is hereinafter described, convey release , and cilia- `' • ?, claim..._... to the County of............7.1...1..!?._f " State of Washington, for use of Jv the Public forever,as a public road and highway,all interest•'m the following dexnbed real estate, viz.: The S. 42 ft. of the East 1/2 of the S.W.; of the S.W.; of Sec. 11, Twp. a 23 N.R. 5 E.W.M., less-the W. 125 ft. ` . Containing 0,51 Acres more or;less. , I • • R/iJ S.E. 128th St. . ( 132nd Ave. S.S. tti 168th Ave. S.E. ) together with the right to make all necessary slopes for cuts and fills upon the abutting property,and on each side of said described right-of-way,in conformity with standard plans and specifications for highway purposes, .s and to the same extent and purpose as if the rights herein granted had been acquired bv.eondemnation proceed- .- •"' ' .• ings under Eminent Domain statutes of the State of Washington, 'S.. • = situated in the County of .n. /.2..g.. .. .. .. State of Washington. •• Dated this....‘.. 77 day of... P ✓' .. . A.D.19.J 5 1 :• • WITNESS: - tt • • . • STATE OF WASHINGTON '` "• .} On the:... 7. day of r;":"/• 19 "before me,a Notary Public in :nld for the State of Washington.duly commissioned and sworn,personally came tS .C) -CV a t;! li , E�. 7 u �G(Je to me known to be the individual $ described in and executed Wrllhjn instrument and acknowledged to nre that .Ly signed and sealed the same as ;P. Q'• _ - /�IiL,Y,'fiw a(iyl voluntary" art and deed for the uses and purposes therein mentioned. • ..%• 'Whops my hand and official seal the day andyear first ab S• .• 0`' ritten. �. • - t, • '1: J� � _ •••d / t-wit- • ••••• Notary Public in and for the State of Washington,residing at. �& , . I / 'r. „,r Q 11 a f REC... < -1 . •r'.. �.1 ..-4 r • (7 Zi a . -' ya �.p n Q O x r-, C is ') 19......1 1. . P . i 4., iv 1111=-- g • 2 o a S as ; - — ..,..........s._�....r. moo....._oo** - `5.10 / L_—__1?3' _ —� 1J1-Z3.19 1 o 0 3 3 ki 1901239C05 III A S.1 10.00' ' t 17-275 ■EVI/IGo CRUM fM6Rlt+ YwW[G CATE �A ,.aY e••r eagle _ C4 1 • IN !RECORDER'S CERTIFICATE •r • i • •a.•._ol ••w• r ee wool-•• - as,rn a ..aaort c............... . .- ,3,,..----C7c.) 2 ' -ow.Ik• Nr 'v2T' Y• --A,_127,ey /'+•� • a•B.. l• e24.e1 no veal*.ILION aft 1110-7 CERTIFICATION Ion.mob.... Ammo.•r.4..,s.a,...woo w.r. ' W . .-Amami... WDo... — roomy.- .r•— •-`r•.t..—1......../so ` •Wool•_I••.•Or••►wool r•-••whew a.1 • w.. Z ! • \ •.w• MOD - Ile ,••ta • u lric.ilL+ r \1 r� w b0 W f • 1 ;Vi t AREA• 442,290.9 SO.IT. OR10.2 ACRES + 1 - �y,, Z 3 r 3 "L IL`4` li _. i : ..,...i. • l Erb II �� g — 0 s • r.•g ��NI/�� `Wei t•-. ® J _ _ a 1 o to 2 . AE.c.. . a. a•.-.w.a+- .r w.- —_ * err C n I r.,.a i �� MO or i.r e r VMOrr IT•.w•4.11 now ♦ /.i.— $4 Va-o.•r-•a re —arr Use • \ N IT• Se' 12e W 154.99 / a-lr C-...-ra non —_—N Dorf u. ID/WPM I•n•I.0... 141RM t.. 7 n W•/ LAI io-. 1••/ W-cti..-r r _---yr a.•r u.. wsN II-El-1 0 ir...•r T•..- , k. r•.ra4r ,*SAL DESCRIPTION t teow Rao n..• 10 11 - - e.I*Iar.al • lint parties of the Northwest 1/4 of the Southwest 1/4 of S.ctlo• 11. is 1♦ • /erg►ip 23 North. Rang.S East Y.M., described•as follows: a w.r Rom SA oho wee Mr M1.afeg at the Northwest corner of the Sorthwest 1/4 of said',rake NOTES ss 11; th•wce South along the West lin•of said subdivision,645 feet to s n.•h••Mom.M• it•.Il the ME POINT Of 6E61I01ING; thence East 1.320 feet wore or less, to the East lino of said subdivision; thence South,along said East line, - 675 foot; thence West 660 feet; thence North 660 feet; thence West 660 Ya >t+r tT'> foot.ore or lass, to the Vest line of said subdivision; thence North, 0 ►AAA'AMA•••.AO A.A.M Cr..-1 Ir.•--•ww..10 10 R I er.•a saoa.e .1.•.1 said West line. 15 foot to the TRUE POINT Of BEGINNING. • II.w.,ea•. Col-•. I:r3,996 1 ix •. MDR to.West 30 foot thereof for road. • erne•>,N1.d M...AA•.A•.• •o•a AT IV 1.11 COW a WWI/4 . f�1� _. ILSS all coal and minerals and the right to gaoler*for aid•1•ohe gar t .gar. /VIA co..ac II-saw a l - I • ` inmate 1.the Co•-ty a/Sin..Slat*of Wshingtow. • ROW-•.era•. » a.•+•• pool••.• DITTO • • —• ro;el eY• . 3 e.... I Ie.� �ti a"•' ANNA OWENS li. ••!s SURVEYOR'S LEGAL DESCRIPTION JO/VES y , Tr aortfuest 1/4 of the southwest 1/4 of section 11.Tonsh1/ ASSOC/ATE J, /MC. BOUNDARY SURVEY R, •�; • . 23 North, hang.S East, Y.M.,Sing County,Washington. LIM w north 6e5 foot. ENGINEERS t• •,e• •. • [�''—914 I• Ltss tN.mot to foot tl.r er for mod. .f.;• ��y r r AT F48TH AVE SE. KING C'- TY ♦ SAAKTrn...I 11 Ua KIC>ruf •.. I. SECTION ME AKDOWN LISS the southwest 1/4 of the northwest 1/4'of the sowtln•ost VFW*pD1A ra•u r<n aes .... sa�'ru w��I "• • / - •all r,n.r nncwiwr;TYW •.• ...vet II tr !��LEIZl V ' I Lot Area Summary Page 1 Vistas Division 3 Triad Job No. 97-311 Area Area Lot Name (Square Feet) (Acres) Boundary 542,632 12.46 Block 1 72,213 1.66 Block 2 237,221 5.45 Block 3 106,301 2.44 Block 4 126,899 2.91 Tract A 13,984 0.32 Tract B 3,300 0.08 Tract C 66,820 1.53 Tract D 15,409 0.35 Tract E 54,309 1.25 Tract F 29,674 0.68 Tract N 3,204 0.07 Lot 1 5,179 0.12 Lot 2 5,340 0.12 Lot 3 5,340 0.12 Lot 4 5,340 0.12 Lot 5 5,340 0.12 Lot 6 5,340 0.12 Lot 7 5,340 0.12 Lot 8 6,049 0.14 Lot 9 6,049 0.14 Lot 10 6,049 0.14 Lot 11 6,049 0.14 NN0NC Lot 12 5,340 0.12 ��pME4 0 ON Lot 13 5,340 0.12 7G�-r(OF 19�9 Lot 14 5,340 0.12 1\�N `- 0 Lot 15 5,340 0.12 � �, ( � Lot 16 5,340 0.12G Lot 17 5,340 0.12 Lot 18 5,340 0.12 Lot 19 5,340 0.12 Lot 20 6,814 0.16 Lot 21 5,997 0.14 Lot 22 5,395 0.12 Lot 23 5,396 0.12 , Lot Area Summary Page 2 Vistas Division 3 Triad Job No. 97-311 Area Area Lot Name (Square Feet) (Acres) Lot 24 5,397 0.12 Lot 25 5,399 0.12 Lot 26 5,400 0.12 Lot 27 5,402 0.12 Lot 28 5,403 0.12 Lot 29 5,405 0.12 Lot 30 5,406 0.12 Lot 31 5,408 0.12 Lot 32 5,519 0.13 Lot 33 6,167 0.14 Lot 34 6,896 0.16 Lot 35 9,000 0.21 Lot 36 6,775 0.16 Lot 37 6,806 0.16 Lot 38 6,698 0.15 Lot 39 6,698 0.15 Lot 40 6,364 0.15 page 1 Project : 95243 Fri Apr 23 14 : 58 : 00 1999 Lot Map Check Lot name : BNDRYPH 1 North: 180908 . 5140 East : 1317933 . 1792 Line Course : N 00-14-44 E Length: 696 . 95 North: 181605 .4576 East : 1317936 . 1662 Line Course : N 89-45-16 W Length: 89 . 00 North: 181605 . 8391 East : 1317847 . 1670 Line Course : S 85-38-34 W Length: 40 . 13 North: 181602 . 7902 East : 1317807 . 1530 Line Course : N 89-45-16 W Length: 307 . 00 North: 181604 . 1059 East : 1317500 . 1558 Line Course : N 00-14-44 E Length: 613 .34 North: 182217 . 4403 East : 1317502 . 7844 Line Course : N 87-54-27 W Length: 218 . 96 North: 182225 .4352 East : 1317283 . 9704 Line Course : S 00-16-07 W Length: 961 .26 North: 181264 . 1857 East : 1317279 .4639 Line Course : S 88-21-27 E Length: 125 . 04 North: 181260 . 6017 East : 1317404 .4525 Line Course : S 00-16-07 W Length: 336 . 89 North: 180923 . 7154 East : 1317402 . 8731 Line Course : S 88-21-27 E Length: 530 .52 North: 180908 . 5090 East : 1317933 . 1752 Perimeter: 3919 . 10 Area : 542 , 635 Sq. Ft . 12 .46 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0064 Course : S 39-04-18 W Error North: -0 . 00500 East : -0 . 00406 Precision 1 : 608, 824 .41 page 1 Project : 95243 Fri Apr 23 16 : 16 : 30 1999 Lot Map Check Lot name : BLOCK 1 North: 180908 . 5140 East : 1317933 . 1792 Line Course : N 00-14-44 E Length: 696 . 95 North: 181605 .4576 East : 1317936 . 1662 Line Course : N 89-45-16 W Length: 89 . 00 North: 181605 . 8391 East : 1317847 . 1670 Line Course : S 85-38-34 W Length: 20 . 06 North: 181604 .3150 East : 1317827 . 1650 Line Course : S 00-14-44 W Length: 438 . 61 North: 181165 . 7090 East : 1317825 . 2852 Line Course : S 01-38-33 W Length: 20 . 00 North: 181145 . 7173 East : 1317824 . 7119 Curve Length: 118 . 99 Radius : 375 . 00 Delta: 18-10-47 Tangent : 60 . 00 Chord: 118 .49 Course : S 07-26-51 E Course In: S 88-21-27 E Course Out : S 73-27-46 W RP North: 181134 . 9686 East : 1318199 . 5579 End North: 181028 .2293 East : 1317840 . 0697 Curve Length: 118 . 99 Radius : 375 . 00 Delta: 18-10-47 Tangent : 60 . 00 Chord: 118 .49 Course : S 07-26-51 E Course In: S 73-27-46 W Course Out : S 88-21-27 E RP North: 180921 .4900 East : 1317480 . 5816 End North: 180910 . 7413 East : 1317855 .4275 Line Course : S 88-21-27 E Length: 77 . 79 North: 180908 . 5116 East : 1317933 . 1856 Perimeter: 1580 . 38 Area: 72 , 213 Sq.Ft . 1 . 66 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0068 Course : S 68-53-07 E Error North: -0 . 00244 East : 0 . 00633 Precision 1 : 232 , 901 . 72 page 1 Project : 95243 Fri Apr 23 16 : 16 : 36 1999 Lot Map Check Lot name : BLOCK 2 North: 180923 . 7205 East : 1317402 . 8744 Line Course : N 00-16-07 E Length: 336 . 89 North: 181260 . 6068 East : 1317404 .4538 Line Course : N 88-21-27 W Length: 125 . 04 North: 181264 . 1908 East : 1317279 .4652 Line Course : N 00-16-07 E Length: 961 .26 North: 182225 .4402 East : 1317283 . 9717 Line Course : S 87-54-27 E Length: 109 . 90 North: 182221 .4275 East : 1317393 . 7984 Line Course : S 00-14-44 W Length: 721 . 17 North: 181500 . 2641 East : 1317390 . 7077 Curve Length: 510 . 32 Radius : 330 . 00 Delta: 88-36-11 Tangent : 322 . 05 Chord: 460 . 97 Course : S 44-03-22 E Course In: S 89-45-16 E Course Out : S 01-38-33 W RP North: 181498 . 8498 East : 1317720 . 7046 End North: 181168 . 9854 East : 1317711 .2458 Line Course : S 88-21-27 E Length: 113 . 60 North: 181165 . 7292 East : 1317824 . 7991 Line Course: S 88-21-27 E Length: 0 . 48 North: 181165 . 7155 East : 1317825 .2789 Line Course : S 01-38-33 W Length: 20 . 00 North: 181145 . 7237 East : 1317824 . 7057 Curve Length: 118 . 99 Radius : 375 . 00 Delta: 18-10-47 Tangent : 60 . 00 Chord: 118 .49 Course : S 07-26-51 E Course In: S 88-21-27 E Course Out : S 73-27-46 W RP North: 181134 . 9750 East : 1318199 . 5516 End North: 181028 . 2357 East : 1317840 . 0635 Curve Length: 118 . 99 Radius : 375 . 00 Delta: 18-10-47 Tangent : 60 . 00 Chord: 118 . 49 Course: S 07-26-51 E Course In: S 73-27-46 W Course Out : S 88-21-27 E RP North: 180921 .4964 East : 1317480 . 5753 End North: 180910 . 7477 East : 1317855 .4213 Line Course : N 88-21-27 W Length: 452 . 73 North: 180923 . 7244 East : 1317402 . 8773 Perimeter: 3589 . 37 Area : 237, 221 Sq. Ft . 5 .45 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0049 Course : N 35-54-46 E Error North: 0 . 00393 East : 0 . 00285 Precision 1 : 739, 722 . 53 page 1 Project : 95243 Fri Apr 23 16 : 16 :40 1999 Lot Map Check Lot name : BLOCK 3 North: 182221 .4273 East : 1317393 . 8011 Line Course : S 87-54-27 E Length: 109. 06 North: 182217 .4453 East : 1317502 . 7884 Line Course : S 00-14-44 W Length: 613 . 34 North: 181604 . 1109 East : 1317500 . 1597 Line Course : S 89-45-16 E Length: 307 . 00 North: 181602 . 7952 East : 1317807 . 1569 Line Course : N 85-38-34 E Length: 20 . 06 North: 181604 . 3192 East : 1317827 . 1589 Line Course : S 00-14-44 W Length: 91 . 61 North: 181512 . 7101 East : 1317826 . 7663 Line Course : N 89-45-16 W Length: 436 . 00 North: 181514 . 5786 East : 1317390 . 7703 Line Course : N 00-14-44 E Length: 706 . 86 North: 182221 .4321 East : 1317393 . 7997 Perimeter: 2283 . 93 Area: 106, 301 Sq. Ft . 2 .44 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0050 Course : N 15-30-32 W Error North: 0 . 00480 East : -0 . 00133 Precision 1 : 458, 804 . 50 page 1 Project : 95243 Fri Apr 23 16 : 16 :45 1999 Lot Map Check Lot name : BLOCK 4 North: 181165 . 7124 East : 1317825 . 2805 Line Course : N 00-14-44 E Length: 347 . 00 North: 181512 . 7092 East : 1317826 . 7677 Line Course : N 89-45-16 W Length: 436 . 00 North: 181514 . 5778 East : 1317390 . 7717 Line Course : S 00-14-44 W Length: 14 . 32 North: 181500 .2579 East : 1317390 . 7103 Curve Length: 510 . 32 Radius : 330 . 00 Delta: 88-36-11 Tangent : 322 . 05 Chord: 460 . 97 Course : S 44-03-22 E Course In: S 89-45-16 E Course Out : S 01-38-33 W RP North: 181498 . 8436 East : 1317720 . 7073 End North: 181168 . 9792 East : 1317711 .2485 Line Course: S 88-21-27 E Length: 114 . 08 North: 181165 . 7093 East : 1317825 . 2816 Perimeter: 1421 . 71 Area: 126, 899 Sq. Ft . 2 . 91 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0032 Course : S 19-00-06 E Error North: -0 . 00307 East : 0 . 00106 Precision 1 : 438 , 357 . 98 page 1 Project : 95243 Fri Apr 23 16 : 34 : 07 1999 Lot Map Check Lot name : TRACT A North: 180912 . 0150 East : 1317933 . 1942 Line Course : N 00-14-44 E Length: 233 .23 North: 181145 . 2429 East : 1317934 . 1938 Line Course : N 89-45-16 W Length: 51 .40 North: 181145 .4632 East : 1317882 . 7943 Curve Length: 49 . 31 Radius : 29 . 00 Delta: 97-25-03 Tangent : 33 . 02 Chord: 43 . 58 Course : S 41-32-12 W Course In: S 00-14-44 W Course Out : S 82-49-41 W RP North: 181116 . 4634 East : 1317882 . 6700 End North: 181112 . 8429 East : 1317853 . 8969 Curve Length: 66 .24 Radius : 347 . 00 Delta: 10-56-14 Tangent : 33 . 22 Chord: 66 . 14 Course: S 12-38-26 E Course In: N 82-49-41 E Course Out : S 71-53-27 W RP North: 181156 . 1649 East : 1318198 . 1819 End North: 181048 . 3074 East : 1317868 . 3702 Curve Length: 110 . 28 Radius : 408 . 00 Delta: 15-29-12 Tangent : 55 .48 Chord: 109 . 94 Course : S 10-21-57 E Course In: S 71-53-27 W Course Out : N 87-22-39 E RP North: 180921 .4894 East : 1317480 . 5801 End North: 180940 . 1576 East : 1317888 . 1528 Curve Length: 43 . 39 Radius : 29 . 00 Delta : 85-44-06 Tangent : 26 . 92 Chord: 39 .46 Course : S 45-29-24 E Course In: N 87-22-39 E Course Out : S 01-38-33 W RP North: 180941 .4845 East : 1317917 . 1224 End North: 180912 .4964 East : 1317916 . 2912 Line Course : S 88-21-27 E Length: 16 . 91 North: 180912 . 0117 East : 1317933 . 1942 Perimeter: 570 . 77 Area: 13 , 984 Sq.Ft . 0 . 32 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0033 Course : S 00-03-26 E Error North: -0 . 00335 East : 0 . 00000 Precision 1 : 170, 585 . 84 page 1 Project : 95243 Sat Apr 24 07 : 31 : 15 1999 Lot Map Check Lot name : TRACT B North: 181160 . 5664 East : 1317403 . 9848 Line Course : N 00-16-07 E Length: 100 . 05 North: 181260 . 6153 East : 1317404 .4538 Line Course : N 53-00-33 E Length: 45 . 95 North: 181288 .2628 East : 1317441 . 1556 Curve Length: 36 . 73 Radius : 350 . 00 Delta: 6-00-47 Tangent : 18 . 38 Chord: 36 . 71 Course : S 39-59-51 E Course In: N 53-00-33 E Course Out : S 46-59-46 W RP North: 181498 . 8533 East : 1317720 . 7117 End North: 181260 . 1365 East : 1317464 . 7541 Line Course : S 46-59-46 W Length: 62 . 21 North: 181217 . 7063 East : 1317419 .2595 Line Course : S 00-16-07 W Length: 57 .20 North: 181160 . 5069 East : 1317418 . 9913 Line Course : N 89-43-53 W Length: 15 . 00 North: 181160 . 5773 East : 1317403 . 9915 Perimeter: 317 . 14 Area: 3 , 300 Sq. Ft . 0 . 08 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0 . 0128 Course : N 31-27-15 E Error North: 0 . 01091 East : 0 . 00667 Precision 1 : 24 , 798 . 40 page 1 Project : 95243 Sat Apr 24 07 : 31 : 19 1999 Lot Map Check Lot name : TRACT C North: 180928 . 7218 East : 1317402 . 8979 Line Course : N 00-16-07 E Length: 231 . 85 North: 181160 . 5693 East : 1317403 . 9848 Line Course : S 89-43-53 E Length: 15 . 00 North: 181160 .4990 East : 1317418 . 9846 Line Course : S 62-23-34 E Length: 128 . 16 North: 181101 . 1086 East : 1317532 . 5530 Line Course : S 67-23-36 E Length: 41 . 61 North: 181085 . 1136 East : 1317570 . 9659 Line Course : S 72-48-48 E Length: 41 . 61 North: 181072 . 8185 East : 1317610 . 7179 Line Course : S 78-13-59 E Length: 41 . 61 North: 181064 .3329 East : 1317651 .4535 Line Course : S 83-39-11 E Length: 41 . 61 North: 181059 . 7330 East : 1317692 . 8085 Line Course : S 88-08-48 E Length: 72 .36 North: 181057 . 3928 East : 1317765 . 1306 Line Course: S 53-50-16 E Length: 51 . 58 North: 181026 . 9568 East : 1317806 . 7737 Curve Length: 17 . 37 Radius : 403 . 00 Delta: 2-28-09 Tangent : 8 . 69 Chord: 17 . 37 Course: S 13-46-44 E Course In: N 77-27-20 E Course Out : S 74-59-11 W RP North: 181114 .4871 East : 1318200 . 1532 End North: 181010 . 0906 East : 1317810 . 9099 Curve Length: 57 . 80 Radius : 342 . 00 Delta: 9-40-58 Tangent : 28 . 97 Chord: 57 . 73 Course : S 10-10-20 E Course In: S 74-59-11 W Course Out : N 84-40-09 E RP North: 180921 .4960 East : 1317480 . 5843 End North: 180953 .2700 East : 1317821 . 1051 Curve Length: 49 . 08 Radius : 29 . 00 Delta: 96-58-24 Tangent : 32 . 76 Chord: 43 .43 Course : S 43-09-21 W Course In: S 84-40-09 W Course Out : S 01-38-33 W RP North: 180950 . 5757 East : 1317792 .2305 End North: 180921 . 5876 East : 1317791 . 3993 Line Course : N 88-21-27 W Length: 43 . 60 North: 180922 . 8373 East : 1317747 . 8172 Line Course: N 01-38-33 E Length: 7 . 00 North: 180929 . 8344 East : 1317748 . 0178 Line Course : N 88-21-27 W Length: 11 . 00 North: 180930 . 1497 East : 1317737 . 0224 Line Course : S 01-38-33 W Length: 4 . 00 North: 180926 . 1514 East : 1317736 . 9077 Line Course : N 88-21-27 W Length: 3 . 00 page 2 Project : 95243 Sat Apr 24 07 : 31 : 19 1999 Lot Map Check North: 180926 . 2374 East : 1317733 . 9089 Line Course : S 01-38-33 W Length: 1 . 50 North: 180924 . 7380 East : 1317733 . 8660 Line Course : N 88-21-27 W Length: 1 . 50 North: 180924 . 7810 East : 1317732 . 3666 Line Course : S 86-44-00 W Length: 64 .27 North: 180921 . 1187 East : 1317668 . 2010 Line Course : N 88-21-27 W Length: 265 .41 North: 180928 . 7261 East : 1317402 . 9000 Perimeter: 1190 . 90 Area : 66 , 820 Sq.Ft . 1 . 53 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0048 Course : N 26-53-32 E Error North: 0 . 00429 East : 0 . 00218 Precision 1 : 247 , 349 . 30 page 1 Project : 95243 Fri Apr 23 16 : 34 : 12 1999 Lot Map Check Lot name : TRACT D North: 181494 . 0386 East : 1317516 . 3337 Line Course : N 89-45-16 W Length: 74 . 50 North: 181494 . 3579 East : 1317441 . 8344 Curve Length: 49 . 14 Radius : 29 . 00 Delta: 97-05-24 Tangent : 32 . 83 Chord: 43 . 47 Course : S 41-42-02 W Course In: S 00-14-44 W Course Out : S 83-09-20 W RP North: 181465 . 3581 East : 1317441 . 7101 End North: 181461 . 9021 East : 1317412 . 9168 Curve Length: 284 . 10 Radius : 310 . 00 Delta : 52-30-30 Tangent : 152 . 90 Chord: 274 .26 Course : S 33-05-55 E Course In: N 83-09-20 E Course Out : S 30-38-50 W RP North: 181498 . 8461 East : 1317720 . 7075 End North: 181232 . 1462 East : 1317562 . 6848 Line Course : N 31-51-17 W Length: 20 .22 North: 181249 . 3208 East : 1317552 . 0134 Line Course : N 20-21-58 W Length: 34 . 69 North: 181281 . 8423 East : 1317539 . 9407 Line Course : N 09-25-36 W Length: 8 . 69 North: 181290 .4150 East : 1317538 . 5174 Line Course : N 46-04-30 W Length: 49 .44 North: 181324 . 7123 East : 1317502 . 9083 Line Course : N 12-33-52 E Length: 40 . 82 North: 181364 . 5547 East : 1317511 . 7882 Line Course : N 27-29-00 W Length: 24 . 60 North: 181386 . 3785 East : 1317500 .4355 Line Course: N 05-12-24 W Length: 70 . 81 North: 181456 . 8963 East : 1317494 . 0096 Line Course : N 38-25-50 E Length: 35 . 85 North: 181484 . 9798 East : 1317516 . 2927 Line Course : N 00-14-44 E Length: 9 . 07 North: 181494 . 0498 East : 1317516 . 3316 Perimeter: 701 . 92 Area: 15, 409 Sq.Ft . 0 . 35 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0114 Course : N 10-48-21 W Error North: 0 . 01119 East : -0 . 00213 Precision 1 : 61, 639 . 69 page 1 Project : 95243 Fri Apr 23 16 : 34 : 14 1999 Lot Map Check Lot name : TRACT E North: 181494 . 0386 East : 1317516 . 3337 Line Course : S 89-45-16 E Length: 213 . 91 North: 181493 . 1218 East : 1317730 . 2418 Line Course : S 00-14-44 W Length: 63 . 39 North: 181429 . 7324 East : 1317729 . 9701 Line Course : S 40-05-47 E Length: 32 . 30 North: 181405 . 0241 East : 1317750 . 7737 Line Course : S 00-41-23 W Length: 38 . 15 North: 181366 . 8769 East : 1317750 . 3145 Line Course : S 44-01-17 W Length: 91 . 09 North: 181301 . 3759 East : 1317687 . 0136 Line Course : S 05-18-36 E Length: 20 . 57 North: 181280 . 8941 East : 1317688 . 9172 Line Course : S 34-04-21 W Length: 96 .47 North: 181200 . 9852 East : 1317634 . 8707 Curve Length: 78 . 84 Radius : 310 . 00 Delta: 14-34-17 Tangent : 39 . 63 Chord: 78 . 63 Course : N 66-38-19 W Course In: N 16-04-33 E Course Out : S 30-38-50 W RP North: 181498 . 8630 East : 1317720 . 7127 End North: 181232 . 1631 East : 1317562 . 6900 Line Course: N 31-51-17 W Length: 20 . 22 North: 181249 . 3377 East : 1317552 . 0185 Line Course : N 20-21-58 W Length: 34 . 69 North: 181281 . 8592 East : 1317539 . 9458 Line Course : N 09-25-36 W Length: 8 . 69 North: 181290 .4318 East : 1317538 . 5225 Line Course: N 46-04-30 W Length: 49 .44 North: 181324 . 7292 East : 1317502 . 9134 Line Course : N 12-33-52 E Length: 40 . 82 North: 181364 . 5716 East : 1317511 . 7933 Line Course : N 27-29-00 W Length: 24 . 60 North: 181386 . 3954 East : 1317500 .4406 Line Course : N 05-12-24 W Length: 70 . 81 North: 181456 . 9132 East : 1317494 . 0147 Line Course: N 38-25-50 E Length: 35 . 85 North: 181484 . 9967 East : 1317516 .2978 Line Course : N 00-14-44 E Length: 9 . 07 North: 181494 . 0667 East : 1317516 .3367 Perimeter: 928 . 91 Area : 54 , 309 Sq.Ft . 1 . 25 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0282 Course : N 06-03-13 E Error North: 0 . 02808 East : 0 . 00298 Precision 1 : 32 , 897 . 76 page 2 Project : 95243 Fri Apr 23 16 : 34 : 15 1999 Lot Map Check page 1 Project : 95243 Fri Apr 23 16 :34 : 17 1999 Lot Map Check Lot name : TRACT F North: 181492 . 9185 East : 1317777 . 6824 Line Course : N 89-45-16 W Length: 47 .45 North: 181493 . 1219 East : 1317730 .2328 Line Course : S 00-14-44 W Length: 63 . 39 North: 181429 . 7324 East : 1317729 . 9612 Line Course : S 40-05-47 E Length: 32 . 30 North: 181405 . 0242 East : 1317750 . 7648 Line Course : S 00-41-23 W Length: 38 . 15 North: 181366 . 8769 East : 1317750 . 3056 Line Course : S 44-01-17 W Length: 91 . 09 North: 181301 . 3759 East : 1317687 . 0047 Line Course : S 05-18-36 E Length: 20 . 57 North: 181280 . 8942 East : 1317688 . 9083 Line Course : S 34-04-21 W Length: 96 .47 North: 181200 . 9852 East : 1317634 . 8618 Curve Length: 78 . 09 Radius : 310 . 00 Delta: 14-26-00 Tangent : 39 . 25 Chord: 77 . 89 Course : S 81-08-27 E Course In: N 16-04-33 E Course Out : S 01-38-33 W RP North: 181498 . 8630 East : 1317720 . 7037 End North: 181188 . 9904 East : 1317711 . 8182 Line Course: S 88-21-27 E Length: 63 . 87 North: 181187 . 1597 East : 1317775 . 6619 Curve Length: 46 . 26 Radius : 29 . 00 Delta: 91-23-49 Tangent : 29 . 72 Chord: 41 . 51 Course : N 45-56-38 E Course In: N 01-38-33 E Course Out : S 89-45-16 E RP North: 181216 . 1478 East : 1317776 .4932 End North: 181216 . 0235 East : 1317805 .4929 Line Course : N 00-14-44 E Length: 247 . 79 North: 181463 . 8112 East : 1317806 . 5549 Curve Length: 45 . 55 Radius : 29 . 00 Delta: 90-00-00 Tangent : 29 . 00 Chord: 41 . 01 Course : N 44-45-16 W Course In: N 89-45-16 W Course Out : N 00-14-44 E RP North: 181463 . 9355 East : 1317777 . 5551 End North: 181492 . 9352 East : 1317777 . 6794 Perimeter: 871 . 00 Area: 29, 674 Sq. Ft . 0 . 68 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0170 Course : N 10-10-31 W Error North: 0 . 01671 East : -0 . 00300 Precision 1 : 51, 296 . 78 page 1 Project : 95243 Fri Apr 23 16 : 34 : 20 1999 Lot Map Check Lot name: TRACT N North: 181057 . 3926 East : 1317765 . 1194 Line Course : N 01-38-33 E Length: 90 . 00 North: 181147 .3557 East : 1317767 . 6991 Line Course : S 88-21-27 E Length: 1 . 26 North: 181147 . 3195 East : 1317768 . 9586 Curve Length: 44 . 62 Radius : 29 . 00 Delta: 88-09-25 Tangent : 28 . 08 Chord: 40 . 35 Course : S 44-16-44 E Course In: S 01-38-33 W Course Out : N 89-47-58 E RP North: 181118 . 3315 East : 1317768 . 1274 End North: 181118 . 4330 East : 1317797 . 1272 Line Course : S 00-12-02 E Length: 5 . 36 North: 181113 . 0730 East : 1317797 . 1460 Curve Length: 86 . 82 Radius : 403 . 00 Delta: 12-20-38 Tangent : 43 . 58 Chord: 86 . 65 Course : S 06-22-21 E Course In: N 89-47-58 E Course Out : S 77-27-20 W RP North: 181114 .4836 East : 1318200 . 1435 End North: 181026 . 9533 East : 1317806 . 7640 Line Course: N 53-50-16 W Length: 51 .58 North: 181057 . 3893 East : 1317765 . 1209 Perimeter: 279 . 65 Area: 3 , 204 Sq.Ft . 0 . 07 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0036 Course : S 23-23-28 E Error North: -0 . 00334 East : 0 . 00145 Precision 1 : 76, 800 . 62 page 1 Project : 95243 Fri Apr 23 16 : 50 : 16 1999 Lot Map Check ---------------------------------- - - ----- ------------- ------ ---------- ---- - Lot name : LOT 1 North: 181185 . 2451 East : 1317934 . 3652 Line Course : N 00-14-44 E Length: 60 . 22 North: 181245 .4645 East : 1317934 . 6233 Line Course : N 89-45-16 W Length: 89 . 00 North: 181245 . 8460 East : 1317845 . 6241 Line Course : S 00-14-44 W Length: 31 . 22 North: 181214 . 6263 East : 1317845 .4903 Curve Length: 45 . 55 Radius : 29 . 00 Delta: 90-00-00 Tangent : 29 . 00 Chord: 41 . 01 Course : S 44-45-16 E Course In: S 89-45-16 E Course Out : S 00-14-44 W RP North: 181214 . 5020 East : 1317874 .4901 End North: 181185 . 5022 East : 1317874 . 3658 Line Course: S 89-45-16 E Length: 60 . 00 North: 181185 . 2451 East : 1317934 . 3652 Perimeter: 285 . 99 Area: 5, 179 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0 . 0000 Course : N 82-52-30 W Error North: 0 . 00000 East : -0 . 00000 Precision 1 : 285, 990, 000 . 00 page 1 Project : 95243 Fri Apr 23 16 : 50 : 20 1999 Lot Map Check Lot name : LOT 2 North: 181245 .4619 East : 1317934 . 6233 Line Course : N 00-14-44 E Length: 60 . 00 North: 181305 .4614 East : 1317934 . 8805 Line Course : N 89-45-16 W Length: 89 . 00 North: 181305 . 8428 East : 1317845 . 8813 Line Course : S 00-14-44 W Length: 60 . 00 North: 181245 . 8433 East : 1317845 . 6241 Line Course : S 89-45-16 E Length: 89 . 00 North: 181245 . 4619 East : 1317934 . 6233 Perimeter: 298 . 00 Area : 5, 340 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 298, 000, 000 . 00 page 1 Project : 95243 Fri Apr 23 16 : 50 : 24 1999 Lot Map Check Lot name : LOT 3 North: 181305 .4614 East : 1317934 . 8805 Line Course : N 00-14-44 E Length: 60 . 00 North: 181365 .4608 East : 1317935 . 1376 Line Course : N 89-45-16 W Length: 89 . 00 North: 181365 . 8422 East : 1317846 . 1384 Line Course : S 00-14-44 W Length: 60 . 00 North: 181305 . 8428 East : 1317845 . 8813 Line Course: S 89-45-16 E Length: 89 . 00 North: 181305 .4614 East : 1317934 . 8805 Perimeter: 298 . 00 Area: 5, 340 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 298, 000, 000 . 00 page 1 Project : 95243 Fri Apr 23 16 : 50 :27 1999 Lot Map Check Lot name : LOT 4 North: 181365 .4608 East : 1317935 . 1376 Line Course: N 00-14-44 E Length: 60 . 00 North: 181425 .4603 East : 1317935 . 3947 Line Course: N 89-45-16 W Length: 89 .00 North: 181425 . 8417 East : 1317846 . 3956 Line Course: S 00-14-44 W Length: 60 . 00 North: 181365 . 8422 East : 1317846 . 1384 Line Course : S 89-45-16 E Length: 89 . 00 North: 181365 . 4608 East : 1317935 . 1376 Perimeter: 298 . 00 Area : 5, 340 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 298 , 000, 000 . 00 page 1 Project : 95243 Fri Apr 23 16 : 50 : 31 1999 Lot Map Check -------- ---------------------------- --------- ----------- ---- ----- - ---- - --- - Lot name : LOT 5 North: 181425 .4603 East : 1317935 . 3947 Line Course : N 00-14-44 E Length: 60 . 00 North: 181485 .4597 East : 1317935 . 6519 Line Course : N 89-45-16 W Length: 89 . 00 North: 181485 . 8411 East : 1317846 . 6527 Line Course : S 00-14-44 W Length: 60 . 00 North: 181425 . 8417 East : 1317846 . 3956 Line Course : S 89-45-16 E Length: 89 . 00 North: 181425 . 4603 East : 1317935 . 3947 Perimeter: 298 . 00 Area : 5, 340 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 298, 000, 000 . 00 page 1 • Project : 95243 Fri Apr 23 16 : 50 : 36 1999 Lot Map Check Lot name : LOT 6 North: 181485 .4597 East : 1317935 . 6519 Line Course : N 00-14-44 E Length: 60 . 00 North: 181545 .4592 East : 1317935 . 9090 Line Course : N 89-45-16 W Length: 89 . 00 North: 181545 . 8406 East : 1317846 . 9099 Line Course : S 00-14-44 W Length: 60 . 00 North: 181485 . 8411 East : 1317846 . 6527 Line Course : S 89-45-16 E Length: 89 . 00 North: 181485 .4597 East : 1317935 . 6519 Perimeter: 298 . 00 Area : 5, 340 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 298, 000, 000 . 00 page 1 Project : 95243 Fri Apr 23 16 : 50 : 39 1999 Lot Map Check Lot name : LOT 7 North: 181605 .4586 East : 1317936 . 1662 Line Course : S 00-14-44 W Length: 60 . 00 North: 181545 .4592 East : 1317935 . 9090 Line Course : N 89-45-16 W Length: 89 . 00 North: 181545 . 8406 East : 1317846 . 9099 Line Course : N 00-14-44 E Length: 60 . 00 North: 181605 . 8400 East : 1317847 . 1670 Line Course : S 89-45-16 E Length: 89 . 00 North: 181605 .4586 East : 1317936 . 1662 Perimeter: 298 . 00 Area : 5 , 340 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 298, 000, 000 . 00 page 1 Project : 95243 Sat Apr 24 07 :45 : 38 1999 Lot Map Check Lot name : LOT 8 North: 181533 . 1753 East : 1317717 . 8544 Line Course : N 00-14-44 E Length: 70 . 00 North: 181603 . 1746 East : 1317718 . 1544 Line Course : S 89-45-16 E Length: 89 . 00 North: 181602 . 7932 East : 1317807 . 1536 Line Course : S 00-14-44 W Length: 41 . 00 North: 181561 . 7936 East : 1317806 . 9779 Curve Length: 45 . 55 Radius : 29 . 00 Delta: 90-00-00 Tangent : 29 . 00 Chord: 41 . 01 Course : S 45-14-44 W Course In: N 89-45-16 W Course Out : S 00-14-44 W RP North: 181561 . 9179 East : 1317777 . 9781 End North: 181532 . 9181 East : 1317777 . 8538 Line Course: N 89-45-16 W Length: 60 . 00 North: 181533 . 1753 East : 1317717 . 8544 Perimeter: 305 . 55 Area: 6, 049 Sq.Ft . 0 . 14 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 305, 550, 000 . 00 page 1 Project : 95243 Sat Apr 24 07 :45 :44 1999 Lot Map Check Lot name : LOT 9 North: 181533 . 1753 East : 1317717 . 8544 Line Course : N 00-14-44 E Length: 70 . 00 North: 181603 . 1746 East : 1317718 . 1544 Line Course : N 89-45-16 W Length: 89 . 00 North: 181603 . 5561 East : 1317629 . 1552 Line Course : S 00-14-44 W Length: 41 . 00 North: 181562 . 5564 East : 1317628 . 9795 Curve Length: 45 . 55 Radius : 29 . 00 Delta: 90-00-00 Tangent : 29 . 00 Chord: 41 . 01 Course : S 44-45-16 E Course In: S 89-45-16 E Course Out : S 00-14-44 W RP North: 181562 . 4322 East : 1317657 . 9792 End North: 181533 .4324 East : 1317657 . 8549 Line Course : S 89-45-16 E Length: 60 . 00 North: 181533 . 1753 East : 1317717 . 8544 Perimeter: 305 . 55 Area: 6, 049 Sq. Ft . 0 . 14 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : N 90-00-00 W Error North: 0 . 00000 East : -0 . 00000 Precision 1 : 305, 550 , 000 . 00 page 1 Project : 95243 Sat Apr 24 07 : 45 : 48 1999 Lot Map Check Lot name : LOT 10 North: 181534 . 1096 East : 1317499 . 8564 Line Course : N 00-14-44 E Length: 70 . 00 North: 181604 . 1089 East : 1317500 . 1564 Line Course : S 89-45-16 E Length: 89 . 00 North: 181603 . 7275 East : 1317589 . 1556 Line Course: S 00-14-44 W Length: 41 . 00 North: 181562 . 7279 East : 1317588 . 9799 Curve Length: 45 . 55 Radius : 29 . 00 Delta: 90-00-00 Tangent : 29 . 00 Chord: 41 . 01 Course : S 45-14-44 W Course In: N 89-45-16 W Course Out : S 00-14-44 W RP North: 181562 . 8522 East : 1317559 . 9801 End North: 181533 . 8524 East : 1317559 . 8558 Line Course : N 89-45-16 W Length: 60 . 00 North: 181534 . 1096 East : 1317499 . 8564 Perimeter: 305 . 55 Area : 6, 049 Sq. Ft . 0 . 14 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 305, 550, 000 . 00 page 1 Project : 95243 Sat Apr 24 07 :45 : 52 1999 Lot Map Check Lot name : LOT 11 North: 181534 . 1096 East : 1317499 . 8564 Line Course: N 00-14-44 E Length: 70 . 00 North: 181604 . 1089 East : 1317500 . 1564 Line Course : N 89-45-16 W Length: 89 . 00 North: 181604 .4904 East : 1317411 . 1572 Line Course : S 00-14-44 W Length: 41 . 00 North: 181563 .4907 East : 1317410 . 9815 Curve Length: 45 . 55 Radius : 29 . 00 Delta : 90-00-00 Tangent : 29 . 00 Chord: 41 . 01 Course : S 44-45-16 E Course In: S 89-45-16 E Course Out : S 00-14-44 W RP North: 181563 . 3664 East : 1317439 . 9812 End North: 181534 . 3667 East : 1317439 . 8569 Line Course : S 89-45-16 E Length: 60 . 00 North: 181534 . 1096 East : 1317499 . 8564 Perimeter: 305 . 55 Area: 6, 049 Sq. Ft . 0 . 14 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : N 90-00-00 W Error North: 0 . 00000 East : -0 . 00000 Precision 1 : 305, 550 , 000 . 00 page 1 Project : 95243 Sat Apr 24 07 :45 : 59 1999 Lot Map Check Lot name : LOT 12 North: 181604 .4885 East : 1317411 . 1572 Line Course: S 89-45-16 E Length: 89 . 00 North: 181604 . 1070 East : 1317500 . 1564 Line Course : N 00-14-44 E Length: 60 . 00 North: 181664 . 1065 East : 1317500 .4135 Line Course : N 89-45-16 W Length: 89 . 00 North: 181664 .4879 East : 1317411 . 4143 Line Course : S 00-14-44 W Length: 60 . 00 North: 181604 . 4885 East : 1317411 . 1572 Perimeter: 298 . 00 Area : 5, 340 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 298, 000, 000 . 00 page 1 Project : 95243 Sat Apr 24 07 :47 : 51 1999 Lot Map Check Lot name : LOT 13 North: 181664 . 1065 East : 1317500 .4135 Line Course : N 89-45-16 W Length: 89 . 00 North: 181664 .4879 East : 1317411 .4143 Line Course : N 00-14-44 E Length: 60 . 00 North: 181724 . 4874 East : 1317411 . 6715 Line Course : S 89-45-16 E Length: 89 . 00 North: 181724 . 1059 East : 1317500 . 6707 Line Course : S 00-14-44 W Length: 60 . 00 North: 181664 . 1065 East : 1317500 . 4135 Perimeter: 298 . 00 Area : 5, 340 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 298, 000, 000 . 00 page 1 Project : 95243 Sat Apr 24 07 :48 :29 1999 Lot Map Check Lot name : LOT 14 North: 181724 . 4874 East : 1317411 . 6715 Line Course : S 89-45-16 E Length: 89 . 00 North: 181724 . 1059 East : 1317500 . 6707 Line Course : N 00-14-44 E Length: 60 . 00 North: 181784 . 1054 East : 1317500 . 9278 Line Course : N 89-45-16 W Length: 89 . 00 North: 181784 .4868 East : 1317411 . 9286 Line Course : S 00-14-44 W Length: 60 . 00 North: 181724 . 4874 East : 1317411 . 6715 Perimeter: 298 . 00 Area: 5, 340 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii , and deltas) Error Closure : 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 298, 000, 000 . 00 page 1 Project : 95243 Sat Apr 24 07 :48 :25 1999 Lot Map Check Lot name : LOT 15 North: 181784 .4868 East : 1317411 . 9286 Line Course : S 89-45-16 E Length: 89 . 00 North: 181784 . 1054 East : 1317500 . 9278 Line Course : N 00-14-44 E Length: 60 . 00 North: 181844 . 1048 East : 1317501 . 1850 Line Course : N 89-45-16 W Length: 89 . 00 North: 181844 .4862 East : 1317412 . 1858 Line Course : S 00-14-44 W Length: 60 . 00 North: 181784 . 4868 East : 1317411 . 9286 Perimeter: 298 . 00 Area : 5, 340 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 298, 000 , 000 . 00 page 1 Project : 95243 Sat Apr 24 07 :48 : 18 1999 Lot Map Check Lot name : LOT 16 North: 181844 .4862 East : 1317412 . 1858 Line Course : S 89-45-16 E Length: 89 . 00 North: 181844 . 1048 East : 1317501 . 1850 Line Course : N 00-14-44 E Length: 60 . 00 North: 181904 . 1043 East : 1317501 .4421 Line Course : N 89-45-16 W Length: 89 . 00 North: 181904 .4857 East : 1317412 .4429 Line Course : S 00-14-44 W Length: 60 . 00 North: 181844 .4862 East : 1317412 . 1858 Perimeter: 298 . 00 Area : 5 , 340 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 298, 000 , 000 . 00 page 1 Project : 95243 Sat Apr 24 07 :48 : 13 1999 Lot Map Check Lot name : LOT 17 North: 181904 . 1043 East : 1317501 .4421 Line Course : N 89-45-16 W Length: 89 . 00 North: 181904 . 4857 East : 1317412 . 4429 Line Course : N 00-14-44 E Length: 60 . 00 North: 181964 .4851 East : 1317412 . 7001 Line Course : S 89-45-16 E Length: 89 . 00 North: 181964 . 1037 East : 1317501 . 6992 Line Course : S 00-14-44 W Length: 60 . 00 North: 181904 . 1043 East : 1317501 . 4421 Perimeter: 298 . 00 Area : 5 , 340 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 298, 000, 000 . 00 page 1 Project : 95243 Sat Apr 24 07 :48 : 09 1999 Lot Map Check Lot name : LOT 18 North: 181964 . 1037 East : 1317501 . 6992 Line Course : N 89-45-16 W Length: 89 . 00 North: 181964 .4851 East : 1317412 . 7001 Line Course : N 00-14-44 E Length: 60 . 00 North: 182024 .4846 East : 1317412 . 9572 Line Course : S 89-45-16 E Length: 89 . 00 North: 182024 . 1032 East : 1317501 . 9564 Line Course : S 00-14-44 W Length: 60 . 00 North: 181964 . 1037 East : 1317501 . 6992 Perimeter: 298 . 00 Area : 5, 340 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 298, 000, 000 . 00 page 1 Project : 95243 Sat Apr 24 07 :48 : 03 1999 Lot Map Check Lot name : LOT 19 North: 182024 . 1032 East : 1317501 . 9564 Line Course : N 89-45-16 W Length: 89 . 00 North: 182024 . 4846 East : 1317412 . 9572 Line Course : N 00-14-44 E Length: 60 . 00 North: 182084 . 4840 East : 1317413 . 2144 Line Course : S 89-45-16 E Length: 89 . 00 North: 182084 . 1026 East : 1317502 .2135 Line Course : S 00-14-44 W Length: 60 . 00 North: 182024 . 1032 East : 1317501 . 9564 Perimeter: 298 . 00 Area : 5 , 340 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0000 Course : S 90-00-00 E Error North: 0 . 00000 East : 0 . 00000 Precision 1 : 298, 000, 000 . 00 page 1 Project : 95243 Sat Apr 24 07 :47 : 59 1999 Lot Map Check Lot name : LOT 20 North: 182084 . 1026 East : 1317502 . 2135 Line Course : N 89-45-16 W Length: 89 . 00 North: 182084 .4840 East : 1317413 . 2144 Line Course : N 00-14-44 E Length: 50 . 23 North: 182134 . 7136 East : 1317413 .4296 Curve Length: 46 .49 Radius : 29 . 00 Delta: 91-50-49 Tangent : 29 . 95 Chord: 41 . 67 Course : N 46-10-08 E Course In: S 89-45-16 E Course Out : N 02-05-33 E RP North: 182134 . 5893 East : 1317442 .4294 End North: 182163 . 5700 East : 1317443 . 4882 Line Course : S 87-54-27 E Length: 59 . 10 North: 182161 .4120 East : 1317502 . 5488 Line Course : S 00-14-44 W Length: 77 . 32 North: 182084 . 0928 East : 1317502 .2175 Perimeter: 322 . 13 Area: 6 , 814 Sq. Ft . 0 . 16 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0106 Course: S 21-39-52 E Error North: -0 . 00986 East : 0 . 00392 Precision 1 : 30, 373 . 61 page 1 • Project : 95243 Sat Apr 24 08 : 09 : 35 1999 Lot Map Check Lot name : LOT 21 North: 182098 . 9922 East : 1317373 .2762 Line Course : N 89-45-16 W Length: 89 . 90 North: 182099 . 3775 East : 1317283 . 3770 Line Course : N 00-16-07 E Length: 70 . 04 North: 182169 . 4168 East : 1317283 . 7053 Line Course : S 87-54-27 E Length: 61 . 83 North: 182167 . 1592 East : 1317345 . 4941 Curve Length: 44 . 62 Radius : 29 . 00 Delta: 88-09-11 Tangent : 28 . 08 Chord: 40 . 35 Course : S 43-49-52 E Course In: S 02-05-33 W Course Out : S 89-45-16 E RP North: 182138 . 1785 East : 1317344 .4352 End North: 182138 . 0542 East : 1317373 .4350 Line Course : S 00-14-44 W Length: 39 . 06 North: 182098 . 9946 East : 1317373 . 2676 Perimeter: 305 .44 Area: 5, 997 Sq. Ft . 0 . 14 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0089 Course : N 74-47-04 W Error North: 0 . 00234 East : -0 . 00859 Precision 1 : 34 , 318 . 82 page 1 Project : 95243 Sat Apr 24 08 : 09 : 31 1999 Lot Map Check Lot name : LOT 22 North: 182038 . 9928 East : 1317373 . 0190 Line Course : N 89-45-16 W Length: 89 . 92 North: 182039 . 3782 East : 1317283 . 0998 Line Course : N 00-16-07 E Length: 60 . 00 North: 182099 . 3775 East : 1317283 . 3811 Line Course : S 89-45-16 E Length: 89 . 90 North: 182098 . 9922 East : 1317373 .2803 Line Course : S 00-14-44 W Length: 60 . 00 North: 182038 . 9928 East : 1317373 . 0232 Perimeter: 299 . 82 Area : 5, 395 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0041 Course : S 89-41-14 E Error North: -0 . 00002 East : 0 . 00414 Precision 1 : 72 , 355 .21 page 1 Project : 95243 Sat Apr 24 08 : 09 : 28 1999 Lot Map Check Lot name : LOT 23 North: 181978 . 9933 East : 1317372 . 7619 Line Course: N 89-45-16 W Length: 89 . 94 North: 181979 . 3788 East : 1317282 . 8227 Line Course : N 00-16-07 E Length: 60 . 00 North: 182039 . 3781 East : 1317283 . 1040 Line Course : S 89-45-16 E Length: 89 . 92 North: 182038 . 9928 East : 1317373 . 0232 Line Course : S 00-14-44 W Length: 60 . 00 North: 181978 . 9933 East : 1317372 . 7660 Perimeter: 299 . 87 Area : 5, 396 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0041 Course : S 89-41-14 E Error North: -0 . 00002 East : 0 . 00414 Precision 1 : 72 , 364 . 87 page 1 Project : 95243 Sat Apr 24 08 : 09 : 25 1999 Lot Map Check Lot name : LOT 24 North: 181918 . 9939 East : 1317372 . 5047 Line Course : N 89-45-16 W Length: 89 . 97 North: 181919 . 3795 East : 1317282 . 5356 Line Course : N 00-16-07 E Length: 60 . 00 North: 181979 . 3788 East : 1317282 . 8168 Line Course : S 89-45-16 E Length: 89 . 94 North: 181978 . 9934 East : 1317372 . 7560 Line Course : S 00-14-44 W Length: 60 .00 North: 181918 . 9939 East : 1317372 .4989 Perimeter: 299 . 91 Area : 5 , 397 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii , and deltas) Error Closure : 0 . 0059 Course : N 89-48-07 W Error North: 0 . 00002 East : -0 . 00586 Precision 1 : 51, 211 . 68 page 1 Project : 95243 Sat Apr 24 08 : 09 :20 1999 Lot Map Check Lot name : LOT 25 North: 181858 . 9944 East : 1317372 . 2476 Line Course: N 89-45-16 W Length: 89 . 99 North: 181859 . 3801 East : 1317282 . 2584 Line Course : N 00-16-07 E Length: 60 . 00 North: 181919 . 3795 East : 1317282 . 5397 Line Course : S 89-45-16 E Length: 89 . 97 North: 181918 . 9939 East : 1317372 . 5089 Line Course : S 00-14-44 W Length: 60 . 00 North: 181858 . 9944 East : 1317372 . 2517 Perimeter: 299 . 96 Area : 5 , 399 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0041 Course : S 89-41-14 E Error North: -0 . 00002 East : 0 . 00414 Precision 1 : 72 , 389 . 00 page 1 Project : 95243 Sat Apr 24 08 : 09 : 16 1999 Lot Map Check Lot name : LOT 26 North: 181798 . 9950 East : 1317371 . 9904 Line Course: N 89-45-16 W Length: 90 . 02 North: 181799 . 3808 East : 1317281 . 9713 Line Course : N 00-16-07 E Length: 60 . 00 North: 181859 . 3801 East : 1317282 . 2526 Line Course : S 89-45-16 E Length: 89 . 99 North: 181858 . 9945 East : 1317372 . 2417 Line Course : S 00-14-44 W Length: 60 . 00 North: 181798 . 9950 East : 1317371 . 9846 Perimeter: 300 . 01 Area : 5 , 400 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0059 Course : N 89-48-07 W Error North: 0 . 00002 East : -0 . 00586 Precision 1 : 51, 228 . 76 page 1 Project : 95243 Tue May 04 09 : 32 : 05 1999 Lot Map Check Lot name : LOT 27 North: 181798 . 9950 East : 1317371 . 9904 Line Course : N 89-45-16 W Length: 90 . 02 North: 181799 . 3808 East : 1317281 . 9713 Line Course : S 00-16-07 W Length: 60 . 00 North: 181739 . 3815 East : 1317281 . 6900 Line Course : S 89-45-16 E Length: 90 . 04 North: 181738 . 9956 East : 1317371 . 7292 Line Course : N 00-14-44 E Length: 60 . 00 North: 181798 . 9950 East : 1317371 . 9863 Perimeter: 300 . 06 Area: 5 , 402 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0041 Course : N 89-41-14 W Error North: 0 . 00002 East : -0 . 00414 Precision 1 : 72 , 413 . 14 page 1 Project : 95243 Tue May 04 09 : 32 :23 1999 Lot Map Check Lot name : LOT 28 North: 181738 . 9955 East : 1317371 . 7333 Line Course: N 89-45-16 W Length: 90 . 04 North: 181739 . 3814 East : 1317281 . 6941 Line Course : S 00-16-07 W Length: 60 . 00 North: 181679 . 3821 East : 1317281 .4128 Line Course: S 89-45-16 E Length: 90 . 07 North: 181678 . 9961 East : 1317371 .4820 Line Course : N 00-14-44 E Length: 60 . 00 North: 181738 . 9955 East : 1317371 . 7392 Perimeter: 300 . 11 Area : 5, 403 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0059 Course : S 89-48-07 E Error North: -0 . 00002 East : 0 . 00586 Precision 1 : 51, 245 . 83 page 1 Project : 95243 Sat Apr 24 08 : 09 : 01 1999 Lot Map Check Lot name : LOT 29 North: 181619 . 3827 East : 1317281 . 1304 Line Course : S 89-45-16 E Length: 90 . 09 North: 181618 . 9966 East : 1317371 . 2196 Line Course : N 00-14-44 E Length: 60 . 00 North: 181678 . 9961 East : 1317371 . 4767 Line Course : N 89-45-16 W Length: 90 . 07 North: 181679 . 3821 East : 1317281 . 4075 Line Course : S 00-16-07 W Length: 60 . 00 North: 181619 . 3828 East : 1317281 . 1262 Perimeter: 300 . 15 Area : 5, 405 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0041 Course : N 89-41-14 W Error North: 0 . 00002 East : -0 . 00414 Precision 1 : 72 , 437 . 26 page 1 Project : 95243 Sat Apr 24 08 : 08 : 57 1999 Lot Map Check Lot name : LOT 30 North: 181559 . 3834 East : 1317280 . 8491 Line Course : S 89-45-16 E Length: 90 . 11 North: 181558 . 9972 East : 1317370 . 9583 Line Course : N 00-14-44 E Length: 60 . 00 North: 181618 . 9967 East : 1317371 . 2154 Line Course : N 89-45-16 W Length: 90 . 09 North: 181619 . 3828 East : 1317281 . 1262 Line Course : S 00-16-07 W Length: 60 . 00 North: 181559 . 3834 East : 1317280 . 8450 Perimeter: 300 . 20 Area : 5 , 406 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0 . 0041 Course : N 89-41-14 W Error North: 0 . 00002 East : -0 . 00414 Precision 1 : 72 , 446 . 92 page 1 Project : 95243 Sat Apr 24 08 : 08 : 52 1999 Lot Map Check ------ --------------------------------------- -- - -- ---------------- - - ------- Lot name : LOT 31 North: 181558 . 9972 East : 1317370 . 9619 Line Course : N 89-45-16 W Length: 90 . 11 North: 181559 . 3834 East : 1317280 . 8527 Line Course : S 00-16-07 W Length: 60 . 00 North: 181499 . 3840 East : 1317280 . 5714 Line Course : S 89-45-16 E Length: 90 . 14 North: 181498 . 9977 East : 1317370 . 7106 Curve Length: 1 . 35 Radius : 350 . 00 Delta: 0-13-15 Tangent : 0 . 67 Chord: 1 . 35 Course : N 00-08-07 E Course In: S 89-58-31 E Course Out : N 89-45-16 W RP North: 181498 . 8467 East : 1317720 . 7105 End North: 181500 . 3467 East : 1317370 . 7138 Line Course : N 00-14-44 E Length: 58 . 65 North: 181558 . 9962 East : 1317370 . 9651 Perimeter: 300 . 25 Area: 5, 408 Sq. Ft . 0 . 12 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0034 Course : S 72-36-48 E Error North: -0 . 00102 East : 0 . 00325 Precision 1 : 88, 102 .42 page 1 • Project : 95243 Sat Apr 24 08 :20 : 04 1999 Lot Map Check Lot name : LOT 32 North: 181439 . 3847 East : 1317280 . 2865 Line Course : N 00-16-07 E Length: 60 . 00 North: 181499 . 3841 East : 1317280 . 5678 Line Course : S 89-45-16 E Length: 90 . 14 North: 181498 . 9977 East : 1317370 . 7070 Curve Length: 60 . 32 Radius : 350 . 00 Delta: 9-52-27 Tangent : 30 . 23 Chord: 60 . 24 Course : S O4-54-45 E Course In: S 89-58-31 E Course Out : S 80-09-02 W RP North: 181498 . 8467 East : 1317720 . 7070 End North: 181438 . 9758 East : 1317375 . 8657 Line Course : N 89-45-16 W Length: 95 . 58 North: 181439 . 3854 East : 1317280 . 2866 Perimeter: 306 . 04 Area: 5, 519 Sq. Ft . 0 . 13 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0007 Course : N 06-25-54 E Error North: 0 . 00070 East : 0 . 00008 Precision 1 : 433 , 471 .41 page 1 Project : 95243 Sat Apr 24 08 : 19 : 58 1999 Lot Map Check Lot name : LOT 33 North: 181439 . 3847 East : 1317280 . 2865 Line Course: S 00-16-07 W Length: 60 . 00 North: 181379 . 3854 East : 1317280 . 0052 Line Course : S 89-45-16 E Length: 111 . 90 North: 181378 . 9058 East : 1317391 . 9042 Curve Length: 62 .26 Radius : 350 . 00 Delta: 10-11-29 Tangent : 31 . 21 Chord: 62 . 17 Course : N 14-56-43 W Course In: N 69-57-33 E Course Out : S 80-09-02 W RP North: 181498 . 8472 East : 1317720 . 7112 End North: 181438 . 9763 East : 1317375 . 8700 Line Course : N 89-45-16 W Length: 95 . 58 North: 181439 . 3859 East : 1317280 . 2909 Perimeter: 329 . 73 Area : 6, 167 Sq. Ft . 0 . 14 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0045 Course : N 74-39-26 E Error North: 0 . 00120 East : 0 . 00436 Precision 1 : 72 , 974 . 94 page 1 Project : 95243 Sat Apr 24 08 : 19 : 56 1999 Lot Map Check Lot name : LOT 34 North: 181319 . 3860 East : 1317279 . 7239 Line Course : N 00-16-07 E Length: 60 . 00 North: 181379 . 3854 East : 1317280 . 0052 Line Course : S 89-45-16 E Length: 111 . 90 North: 181378 . 9058 East : 1317391 . 9042 Curve Length: 41 . 30 Radius : 350 . 00 Delta: 6-45-41 Tangent : 20 . 68 Chord: 41 . 28 Course : S 23-25-17 E Course In: N 69-57-33 E Course Out : S 63-11-52 W RP North: 181498 . 8472 East : 1317720 . 7112 End North: 181341 . 0279 East : 1317408 . 3123 Line Course : S 63-11-52 W Length: 48 . 80 North: 181319 . 0234 East : 1317364 . 7550 Line Course : N 89-45-16 W Length: 85 . 02 North: 181319 . 3878 East : 1317279 . 7358 Perimeter: 347 . 03 Area: 6, 896 Sq. Ft . 0 . 16 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0 . 0119 Course : N 81-24-36 E Error North: 0 . 00178 East : 0 . 01181 Precision 1 : 29, 048 .49 page 1 Project : 95243 Sat Apr 24 08 : 19 : 52 1999 Lot Map Check Lot name : LOT 35 North: 181260 . 6110 East : 1317404 .4538 Line Course : N 88-21-27 W Length: 125 . 04 North: 181264 . 1950 East : 1317279 .4652 Line Course : N 00-16-07 E Length: 55 . 19 North: 181319 . 3844 East : 1317279 . 7239 Line Course : S 89-45-16 E Length: 85 . 02 North: 181319 . 0201 East : 1317364 . 7432 Line Course : N 63-11-52 E Length: 48 . 80 North: 181341 . 0246 East : 1317408 . 3005 Curve Length: 62 . 24 Radius : 350 . 00 Delta : 10-11-19 Tangent : 31 . 20 Chord: 62 . 16 Course : S 31-53-48 E Course In: N 63-11-52 E Course Out : S 53-00-33 W RP North: 181498 . 8438 East : 1317720 . 6994 End North: 181288 . 2533 East : 1317441 . 1433 Line Course : S 53-00-33 W Length: 45 . 95 North: 181260 . 6058 East : 1317404 . 4416 Perimeter: 422 . 24 Area: 9, 000 Sq. Ft . 0 . 21 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0133 Course: S 66-52-11 W Error North: -0 . 00524 East : -0 . 01227 Precision 1 : 31, 654 . 06 page 1 Project : 95243 Sat Apr 24 08 : 19 : 49 1999 Lot Map Check Lot name : LOT 36 North: 181160 .4960 East : 1317418 . 9846 Line Course : N 00-16-07 E Length: 57 . 20 North: 181217 . 6954 East : 1317419 . 2528 Line Course : N 46-59-46 E Length: 62 . 21 North: 181260 . 1256 East : 1317464 . 7474 Curve Length: 66 . 22 Radius : 350 . 00 Delta: 10-50-23 Tangent : 33 . 21 Chord: 66 . 12 Course : S 48-25-26 E Course In: N 46-59-46 E Course Out : S 36-09-23 W RP North: 181498 . 8424 East : 1317720 . 7050 End North: 181216 . 2490 East : 1317514 . 2081 Line Course : S 36-09-23 W Length: 94 . 59 North: 181139 . 8762 East : 1317458 . 4008 Line Course : N 62-23-34 W Length: 44 .48 North: 181160 .4885 East : 1317418 . 9851 Perimeter: 324 . 70 Area: 6, 775 Sq. Ft . 0 . 16 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0075 Course : S 03-17-44 E Error North: -0 . 00749 East : 0 . 00043 Precision 1 : 43 , 274 . 01 page 1 Project : 95243 Sat Apr 24 08 : 19 :42 1999 Lot Map Check Lot name : LOT 37 North: 181139 . 8815 East : 1317458 .4045 Line Course : S 62-23-34 E Length: 83 . 68 North: 181101 . 1036 East : 1317532 . 5571 Line Course : N 25-19-00 E Length: 90 . 00 North: 181182 .4598 East : 1317571 . 0430 Curve Length: 66 .22 Radius : 350 . 00 Delta: 10-50-23 Tangent : 33 . 21 Chord: 66 . 12 Course : N 59-15-49 W Course In: N 25-19-00 E Course Out : S 36-09-23 W RP North: 181498 . 8452 East : 1317720 . 7103 End North: 181216 . 2518 East : 1317514 . 2133 Line Course : S 36-09-23 W Length: 94 . 59 North: 181139 . 8789 East : 1317458 .4060 Perimeter: 334 .48 Area : 6 , 806 Sq. Ft . 0 . 16 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0030 Course : S 31-13-50 E Error North: -0 . 00260 East : 0 . 00157 Precision 1 : 110, 159 .48 page 1 Project : 95243 Sat Apr 24 08 : 19 : 36 1999 Lot Map Check Lot name : LOT 38 North: 181101 . 1048 East : 1317532 . 5547 Line Course : S 67-23-36 E Length: 41 . 61 North: 181085 . 1098 East : 1317570 . 9676 Line Course : S 72-48-48 E Length: 41 . 61 North: 181072 . 8146 East : 1317610 . 7196 Line Course : N 14-28-37 E Length: 90 . 00 North: 181159 . 9570 East : 1317633 . 2187 Curve Length: 66 . 22 Radius : 350 . 00 Delta: 10-50-23 Tangent : 33 .21 Chord: 66 . 12 Course : N 70-06-12 W Course In: N 14-28-37 E Course Out : S 25-19-00 W RP North: 181498 . 8439 East : 1317720 . 7154 End North: 181182 .4585 East : 1317571 . 0481 Line Course : S 25-19-00 W Length: 90 . 00 North: 181101 . 1023 East : 1317532 . 5622 Perimeter: 329 .43 Area: 6, 698 Sq. Ft . 0 . 15 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0079 Course : S 71-33-33 E Error North: -0 . 00251 East : 0 . 00752 Precision 1 : 41, 539 .43 page 1 Project : 95243 Sat Apr 24 08 : 19 : 33 1999 Lot Map Check Lot name : LOT 39 North: 181064 . 3324 East : 1317651 .4444 Line Course : N 78-13-59 W Length: 41 . 61 North: 181072 . 8179 East : 1317610 . 7089 Line Course : N 14-28-37 E Length: 90 . 00 North: 181159 . 9603 East : 1317633 . 2080 Curve Length: 66 .22 Radius : 350 . 00 Delta: 10-50-23 Tangent : 33 . 21 Chord: 66 . 12 Course : S 80-56-35 E Course In: N 14-28-37 E Course Out : S 03-38-14 W RP North: 181498 . 8472 East : 1317720 . 7046 End North: 181149 . 5522 East : 1317698 . 5010 Line Course : S 03-38-14 W Length: 90 . 00 North: 181059 . 7335 East : 1317692 . 7915 Line Course : N 83-39-11 W Length: 41 . 61 North: 181064 . 3334 East : 1317651 .4366 Perimeter: 329 .43 Area: 6, 698 Sq. Ft . 0 . 15 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure : 0 . 0079 Course : N 82-23-56 W Error North: 0 . 00105 East : -0 . 00786 Precision 1 : 41, 539 .44 page 1 Project : 95243 Sat Apr 24 08 : 19 :29 1999 Lot Map Check Lot name : LOT 40 North: 181147 . 3553 East : 1317767 . 6991 Line Course: N 88-21-27 W Length: 57 . 05 North: 181148 . 9906 East : 1317710 . 6726 Curve Length: 12 . 19 Radius : 350 . 00 Delta: 1-59-41 Tangent : 6 . 09 Chord: 12 . 18 Course : N 87-21-37 W Course In: N 01-38-33 E Course Out : S 03-38-14 W RP North: 181498 . 8468 East : 1317720 . 7046 End North: 181149 . 5518 East : 1317698 . 5010 Line Course : S 03-38-14 W Length: 90 . 00 North: 181059 . 7330 East : 1317692 . 7915 Line Course : S 88-08-48 E Length: 72 . 36 North: 181057 . 3928 East : 1317765 . 1137 Line Course : N 01-38-33 E Length: 90 . 00 North: 181147 . 3559 East : 1317767 . 6934 Perimeter: 321 . 59 Area: 6, 364 Sq. Ft . 0 . 15 Ac . Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0 . 0058 Course : N 84-47-55 W Error North: 0 . 00052 East : -0 . 00575 Precision 1 : 55, 700 . 10 DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: REQUIREMENTS: . BY. BY Calculations, Survey, Drainage Control,Plan 2 Drainage Report 2 Elevations', Architectural a AND a: Elevations, Grading 2 Existing Covenants (Recorded Copy)4 Existing Easements (Recorded Copy) 4 Flood Plain Map, if applicable 4 Floor Plans 3 AND 4 Geotechnical Report2�wos Grading Plan, Conceptual 2 Grading Plan, Detailed 2 King County Assessor's Map Indicating Site 4 Landscaping.Plan, Conceptuala Legal Description 4 List of Surrounding Property Owners 4 Mailing Labels for Property Owners 4 Map of Existing Site"Conditions a Master Application Form 4 v/ Monument Cards (one per monument) 1 ----- .y(-----2 , O/ZQ QC4 urI//j Nla4uwtui9� Parking, Lot Coverage & Landscaping ;l';.C6j1 &`JiJ1/14eid F'' cV Analysis 4 ply i'SCCeir74')? Plan Reductions (PMTs) 4 ill Postage 4 Public Works Approval Letter 2 Title Report or Plat Certificate 4 Topography Map (5' contours)a Traffic Study 2 Tree CuttingNegetation Clearing Plan 4 Utilities Plan, Generalized 2 Wetlands Delineation Map4 Wetlands Planting Plan 4 Wetlands Study This requirement may be waived by: ^� ,,/. �f 1. Property Services Section PROJECT NAME: 'pin.e1,t o{, Y[.tl pk 77 Public Works Plan Review Section Building Section DATE: W -z I Jq(i Development Planning Section **************************************************************** City of Renton WA Reprinted: 06/21/99 15 : 55 Receipt **************************************************************** Receipt Number: R9902968 Amount : 1, 000 . 00 06/21/99 15 : 55 Payment Method: CHECK Notation: 0119083CENTEXHOM Init : CRP Project # : LUA99-094 Type: LUA Land Use Actions Total Fees : 1, 000 . 00 This Payment 1, 000 . 00 Total ALL Pmts : 1, 000 . 00 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81 . 00 . 0009 Final Plat 1, 000 . 00 • 4a1-9 TIT'1p ' �* Ico-Pmenac.77-, t_g1 , B-twelve Associates, Inc. 1 103 W. Meeker St. (v)253-859-0515 Suite C (f)253-852-4732 Kent,WA 98032-5751 (e)b12assoc@compuserve.com WINDWOOD KING COUNTY WETLAND ANALYSIS REPORT 1.0 INTRODUCTION 1.1 General This report describes jurisdictional wetlands and streams on a rectangular 28.09 acre parcel located on the north side of SE 128th Street in the City of Renton, Washington (the "site" - see Exhibit A). The site is located in Section 11, Township 23 North, Range 5 East of W.M. The site is currently undeveloped except for a single residential home and several outbuildings located in the southeast corner of the site. Four (4) Class 2 wetlands and two (2) Class 3 wetlands are located on the site. 1.2 Proposed Use The site is proposed to be subdivided into 112 single family residential lots, (see Exhibit F). - In addition to residential lots, stormwater and open space tracts are also proposed. 2.0 METHODOLOGY The wetland boundaries on-site were delineated by B-twelve on April 6 & 10, 1995. Wetland and data points were subsequently surveyed by Hugh G. Goldsmith & Associates (see Exhibit B). The wetlands on site were identified using methodology described in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987). This is the methodology that was recognized by King County for wetland determinations and delineations at the time of our fieldwork. King County now requires the use of the Washington State Wetlands Identification Manual (WADOE, March 1997). Essentially, the Washington State Wetlands Identification Manual is identical to the 1987 Corps of Engineers Wetlands Delineation Manual and has incorporated all subsequent interpretations to date. There would be no difference in these delineations if the Washington State Wetlands Identification Manual were used. All wetlands within 100 feet of the site were identified visually (where possible) from the site. Access to off-site areas was not granted to B-twelve, therefore, all observations were viewed from the site. Off-site suspected wetlands have been identified primarily on vegetation and Wind wood/Renton/#95-122 B-twelve Associates, Inc. February 20, 1998 Page 2 topography as viewed from the site. Off-site areas suspected of being wetland may or may not contain wetland hydrology or hydric soil indicators. The 1987 Federal Manual (as well as the Washington State Wetlands Identification Manual) requires the use of the three parameter approach in identifying and delineating wetlands. A wetland should support a predominance of hydrophytic vegetation, have hydric soils and display wetland hydrology. To be considered hydrophytic vegetation, over 50% of the dominant species in an area must have an indicator status of facultative (FAC), facultative wetland (FACW), or obligate wetland (OBL), according to the National List of Plant Species That Occur in Wetlands: Northwest (Region 9) (Reed, 1988). A hydric soil is "a soil that is saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part". Anaerobic conditions are indicated in the field by soils with low chromas (2 or less), as determined by using the Munsell Soil Color Charts; iron oxide mottles; hydrogen sulfide odor and other indicators. Generally, wetland hydrology is defined by inundation or saturation to the surface for a consecutive period of 12.5% or greater of the growing season. Areas that contain indicators or wetland hydrology between 5%-12.5% of the growing season may or may not be wetlands depending upon other indicators. Field indicators include visual observation of soil inundation, saturation, oxidized rhizospheres, water marks on trees or other fixed objects, drift lines, etc. Under normal circumstances, indicators of all three parameters will be present in wetland areas. Prior to visiting the site, a review of several natural resource inventory maps was conducted. Resources reviewed included the King County Soil Survey (Snyder et al. 1973-see Exhibit C), the National Wetlands Inventory Map (see Exhibit D) and the King County Sensitive Areas Folio (see Exhibit E). 3.0 OBSERVATIONS 3.1 Existing Site Documentation. 3.1.1 Soil Survey According to the Soil Survey for King County Area, Washington (Snyder et al. 1973), the entire site is mapped as containing Alderwood soils (AgC-see Exhibit C). Alderwood soils are a moderately well drained soil and are not considered hydric soils according to the publication Hydric Soils of the United States (USDA NTCHS Pub No.1491, 1991). However, areas mapped as AgC may contain inclusions of hydric soils. Wind wood/Renton/#95-122 B-twelve Associates, Inc. February 20, 1998 Page 3 3.1.2 National Wetlands Inventory Map (NWI) According to the NWI map for the site, there is an isolated forested wetland that extends onto the northeastern portion of the site. In addition, a smaller isolated forested wetland is depicted off-site to the northwest (ser Exhibit D). 3.1.3 King County Sensitive Areas Folio The King County Sensitive Areas Folio map for the site depicts the same two wetlands as depicted on the NWI map (see Exhibit E). These wetlands are designated as May Creek#22b and #23b. Wetlands with a "b" suffix have not been specifically rated and described in the King County Wetland Inventory. 3.2 Field Observations - Uplands The site is bordered on the south by SE 128th Street, on the east by a cleared and grazed pasture and on the north and west by deciduous forest and scattered residential homes. The site is covered by a third growth deciduous forest with a small area of coniferous forest in the northeast portion of the site. The surface water hydrology of the southern end of the site has been manipulated by the excavation of several ditches and pits. Upland portions of the site are dominated by an overstory of big-leaf maple (Acer macrophyllum) and red alder (Alnus rubra). Also present in the overstory, but not dominant are western hemlock (Tsuga heterophylla), western red cedar (Thuja plicata) and several black cottonwoods (Populus balsamifera). The understory in the uplands is comprised of vine maple (Acer circinatum), ha7Plnut (Corylus cornuta), salmonberry (Rubus spectabilis), red elderberry (Sambucus racemosa), sword fern (Polysticum munitum), false-lily-of-the-valley (Maianthemeum dilatatum) and various blackberries (Rubus ursinus, R. discolor&R. lacineatus). Soil pits excavated throughout the upland portions of the site revealed a dry, gravelly sandy loam with matrix chromas ranging from 3 to 4. In the southern portion of the site, between the existing residential home and SE 128th Street, the soil has been highly disturbed. This area has been cleared and the soil has been churned up and rutted from car tires. Scattered wetland vegetation was present in this area, however, no wetland hydrology was observed and this area was determined to be upland. 3.3 Field Observations - Wetlands As previously stated, six wetlands were observed and delineated on-site. 3.3.1 Wetland "A" Wind wood/Renton/#95-122 B-twelve Associates, Inc. February 20, 1998 Page 4 Wetland "A" was delineated with sequentially numbered pink flagging labeled Al-A19. Wetland "A" extends onto the eastern edge of the site and comprises 0.14 acres (6,017ft2) on- site. The majority of the wetland appears to be located off-site to the east. This wetland is depicted on both the NWI map and in the King County Sensitive Area Folio (May Creek#22b) approximately 4 acres in size. The off-site area has been cleared and is currently vegetated with a mix of soft rush (Juncus effi sus) and alder seedlings. Standing water up to 8 inches deep was observed in this wetland on and off-site along the eastern property line. The off-site portion of this feature suspected as wetland has been identified primarily on vegetation and topography as viewed from the site. The off-site area suspected of being part of Wetland "A" may or may not contain wetland hydrology or hydric soil indicators. The on-site portion of Wetland "A" is vegetated with an overstory of western hemlock and cedar as well as scattered red alder. Understory components include salmonberry, false-lily- of-the-valley and lady fern (Athyrium filix femina). 1 l Soil pits excavated within the center of this wetland revealed a sapric muck with a soil color of 10YR 2/1 throughout the 16 inch profile. These organic soils emitted a hydrogen sulfide odor indicating reducing conditions are present. Along the edges of the wetland a 2 inch layer of . muck overlies a gravelly sandy loam with a soil color of 10YR 2/1 to a depth of 16 inches. All soil pits were saturated to the surface and the central portions of the wetland contained up to 2 inches of standing water. According to the United States Fish and Wildlife (USFWS) classification method (Cowardin et al. 1979), the portion of this wetland on-site would be classified as PFO1E (palustrine, forested, deciduous, seasonally flooded/ saturated). The off-site portion of the site would be classified as PEM1 (palustrine, emergent, persistent). According to the criteria described in King County Zoning Code Chapter 21A, Wetland "A" is a Class 2 wetland due to the large size and forested wetland class. Class 2 wetlands typically have a 50 foot buffer measured from the wetland edge as well as a 15 foot Building Setback Line (BSBL) measured from the buffer edge to any structure. 3.3.2 Wetland "B" Wetland "B" was delineated with sequentially numbered pink flagging labeled Bl-B34 and is 0.62 acres (26,724ft2) in size. This isolated forested wetland is dominated by red alder on the north and cedar and hemlock on the south. Understory species within the alder dominated portion of the wetland include salmonberry, evergreen blackberry, false-lily-of-the-valley, vine maple and a trace of skunk cabbage(Lysichitum amaericanum). Understory species within the cedar/hemlock dominated portion of the wetland include salmonberry, false-lily-of-the-valley and skunk cabbage. In some areas the vegetation found within the delineated wetland extends outside of the wetland boundaries. However, hydric soils and wetland hydrology were not evident in these areas and they were excluded from the wetland. Wind wood/Renton/#95-122 B-twelve Associates, Inc. February 20, 1998 Page 5 Soil pits excavated throughout the wetland generally revealed a gravelly sandy loam with a chroma of 2. Some of the wetland soil pits displayed slight mottling, but nearly all pits emitted a hydrogen sulfide odor indicating reducing conditions were present. Soils within the delineated wetland were saturated at the surface in the wettest portion of the wetland and at approximately 12 inches along the wetland edge. According to the United States Fish and Wildlife (USFWS) classification method (Cowardin et al. 1979) Wetland "B" contains areas that would be classified as PFO1C (palustrine, forested, deciduous, seasonally flooded) and PFO4C (palustrine, forested, needle leaved evergreen, seasonally flooded). According to the criteria described in King County Zoning Code Chapter 21A, Wetland "B" is a Class 2 wetland due to the large size and forested wetland class. Class 2 wetlands typically have a 50 foot buffer measured from the wetland edge as well as a 15 foot Building Setback Line (BSBL) measured from the buffer edge to any structure. 3.3.3 Wetland "C" Wetland "C" was delineated with sequentially numbered pink flagging labeled C1-C29 and is 0.23 acres (9,529ft2) in size. This isolated wetland is dominated by a monotypic hardhack (Spirea douglasit) stand. Although this scrub-shrub wetland class comprises most of the wetland, two small areas of forested wetland are present on both the northeast and south sides I of the wetland. These areas are dominated by an overstory of cottonwood with hardhack and sitka willow (Salix sitchensis) in the understory. Salmonberry is also found scattered throughout the wetland. The south and west sides of the wetland appear to have been ditched and bermed, perhaps during historic logging operations on the site. Soil pits excavated within this wetland revealed a 3-6 inch A-horizon of gravelly sandy loam with a soil'color of 10YR 2/2. The underlying B-horizon is comprised of a loamy sand with soil colors ranging from 2.5Y 4/2 to 2.5Y 3/4 with mottles. All soil pits excavated within the wetland emitted a hydrogen sulfide odor and were saturated to the surface. Standing water was present in several locations within the wetland to a depth of 1 inch. According to the United States Fish and Wildlife (USFWS) classification method (Cowardin et al. 1979), Wetland "C" contains areas that would be classified as PSS1C (palustrine, scrub- shrub, broad leaved deciduous, seasonally flooded) and PFO1C (palustrine, forested, deciduous, seasonally flooded). According to the criteria described in King County Zoning Code Chapter 21A, Wetland "C" is a Class 2 wetland due to the forested wetland class. Class 2 wetlands typically have a 50 foot buffer measured from the wetland edge as well as a 15 foot Building Setback Line (BSBL) measured from the buffer edge to any structure. Wind wood/Renton/#95-122 B-twelve Associates, Inc. February 20, 1998 Page 6 3.3.4 Wetlands "D" Wetland "D" was delineated with sequentially numbered pink flagging labeled D1-D8 and is 0.01 acres (630ft2) in size. This wetland appears to have formed in an old log staging area and a shallow ditch exits the south end of the wetland and flows to Wetland "E". Surface water within Wetland "E" flows in a dug ditch into Wetland "F" where its stops. Water does not exit Wetland F, resulting in an isolated series of small, disturbed wetlands. This wetland is dominated by salmonberry, with lady fern and a single crabapple(Pyrus fusca) also present. Soil pits excavated within this wetland revealed a 14 inch sandy loam A-horizon with a soil color of 10YR 2/1. The B-horizon is a mottled sand with a soil color of 2.5Y 4/3. Hydrogen sulfide was detected in the soil pits and the pits were saturated to the surface. According to the United States Fish and Wildlife (USFWS) classification method (Cowardin et al. 1979), this wetland would be classified as PSS1C (palustrine,scrub-shrub, deciduous, seasonally flooded). According to the criteria described in King County Zoning Code Chapter 21A, Wetland "D" is a Class 3 wetland due to small size and scrub-shrub wetland class. Class 3 wetlands <2,500 sf are not regulated by King County. 3.3.5 Wetlands "E" Wetland "E" was delineated with sequentially numbered pink flagging labeled E1-E14 and is 0.07 acres (1,955ft2) in size. This wetland appears to have formed in an old log staging area and a shallow ditch enters its north end from Wetland "D" and exits the south end of the wetland in a dug ditch into Wetland "F" where its stops. Water does not exit Wetland F, resulting in an isolated series of small, disturbed wetlands. This wetland is dominated by a mix of vine maple,.salmonberry, lady fern and sword ferns on hummocks. Soil pits excavated within this wetland revealed a 16 inch sandy loam A-horizon with a soil color of 10YR 2/1. Hydrogen sulfide was detected in the soil pits and the pits were saturated to the surface. According to the United States Fish and Wildlife (USFWS) classification method (Cowardin et al. 1979), this wetland would be classified as PSS1C (palustrine, scrub-shrub, deciduous, seasonally flooded). According to the criteria described in King County Zoning Code Chapter 21A, Wetland "E" is a Class 3 wetland due to small size and scrub-shrub wetland class. Class 3 wetlands <2,500 sf are not regulated by King County. Windwood/Renton/#95-122 B-twelve Associates, Inc. February 20, 1998 Page 7 3.3.6 Wetlands "F" Wetland "F" was delineated with sequentially numbered pink flagging labeled F 1-F 14 and is 0.09 acres (3,828ft2) in size. This wetland appears to have formed in an old log staging area and a shallow ditch enters its north end from Wetland "E". Water accumulates within Wetland "F" in a rectangular depression that is obviously man-made. The southern and eastern edge of the wetland is defined by ditches and berms from the historic excavation. Water does not exit Wetland F, resulting in an isolated disturbed wetland. This wetland contains four (4) small cedars and several red alders dominating the overstory. The understory consists of scattered salmonberry and false-lily-off-the-valley. Much of the substrate is bare soil covered by 1-4 inches of standing water within the excavations. Soil pits excavated within this wetland revealed a 16 inch sandy loam A-horizon with a soil color of 10YR 2/1. Hydrogen sulfide was detected in the soil pits and the pits were saturated to the surface. According to the United States Fish and Wildlife (USFWS) classification method (Cowardin et al. 1979), this wetland would be classified as PFO1C/PFO4C (palustrine, Forested, deciduous/needle leaved evergreen, seasonally flooded). According to the criteria described in King County Zoning Code Chapter 21A, Wetland "F" is a Class 2 wetland due to the forested wetland class. Class 2 wetlands typically have a 50 foot buffer measured from the wetland edge as well as a 15 foot Building Setback Line (BSBL) measured from the buffer edge to any structure. 4.0 FUNCTIONS AND VALUES 4.1 Wildlife The habitat value of the wetlands on-site varies from low-moderate. Wetlands B and C have moderate habitat value due to the forested wetland class. Wetland A has been impacted by off- site clearing and use as pasture reducing the overall habitat value of this wetland. Wetlands D, E and F are generally low in value due to their small size and disturbed character. 4.2 Water Quality Vegetation within wetlands often functions to trap sediment and remove contaminants from surface water. Aquatic plants are effective in the treatment of a number of pollution problems, including nutrient removal, uptake of metals and organics, reductions of pathogenic bacteria, and neutralizing extremes of pH (Kulzer, 1990). The emergent vegetation observed throughout all of these wetlands are typically adept at performing heavy metal and nutrient contaminant removal. The small size and isolated nature of the wetlands on site minimizes this functional characteristic. Windwood/Renton/#95-122 B-twelve Associates, Inc. February 20, 1998 Page 8 4.3 Flood Storage and Storm Flow Modification This function appears to be low for all of the wetlands on site (with the exception of the off- site portion of Wetland C) due to their isolated nature and location at the top of a drainage basin. 4.4 Groundwater Recharge/Discharge All of the wetlands located on-site appear to be "perched" basins. These wetlands would be considered "surface water depression" wetlands according to Novitzki's (1981) hydrologic classification method. Hydrologic inputs to the wetland are precipitation and overland flow. The primary hydrologic output from these wetlands is evapotranspiration, although limited recharge to ground water may occur. 4.5 Aesthetic Value All of the wetlands on-site are of moderate aesthetic value generally due to past disturbance and the very common vegetation communities that these areas contain. 5.0 REGULATIONS In addition to King County wetland regulations previously described for wetlands and streams, certain activities (filling and dredging) within "waters of the United States" may fall under the jurisdiction of the US Army Corps of Engineers (ACOE). The ACOE regulates all discharges into "waters of the United States" (wetlands) under Section 404(b) of the Clean Water Act. Discharges (fills) into isolated and headwater wetlands up to 3.0 acres are permitted under the Nationwide 26 Permit (NWP 26). However, discharges that result in over 1/3 acre of fill require "Notification" and mitigation at a ratio of 1:1. Washington State Department of Ecology has placed Regional Conditions on the Nationwide 26 permit that are more restrictive than the Federal regulations. The Washington State Regional Conditions on NWP 26 include a maximum fill of 2 acres, no authorization of fill into any water containing documented habitat for a State-listed endangered, threatened or sensitive animal species, and no fill in any wetlands adjacent to any stream with a channel width >2 feet at the ordinary high water mark. Additionally, State 401 certification is required for any of the following; 1. Discharges affecting more than 1/3 acre of wetlands; 2. Discharges affecting greater than 1/3 acre to 1 acre of wetlands that do not include a wetland mitigation plan approved by the certifying agency; or; 3. Discharges in wetlands in the 100-year floodplain unless the proposed project: a. Is consistent with the local floodplain management comprehensive plans and ordinances; and; Windwood/Renton/#95-122 B-twelve Associates, Inc. February 20, 1998 Page 9 b. Through design and/or mitigation, results in no increase in water levels and no loss in live storage during flood events up to and including the 100 year flood. Wetlands adjacent to streams with mean annual flows >5cfs and other waters of the United States or with channel widths at the ordinary high water mark greater than 2 feet may be considered "adjacent" and would require going through the Individual Permit process. However, the Corps has requested that all consultants refrain from making recommendations as to whether a wetland is isolated, headwaters or adjacent. These determinations can only be made by the Corps. I6.0 PROPOSED IMPACTS The proposed project will result in the filling of Wetland D (630 sf), a non-regulated Class 3 wetland as well as Wetland E, a 1,955 sf non-regulated Class 3 wetland. Additionally, Wetland F, a 3,828 sf Class 2 wetland will also be filled. This results in a total area of fill of 6,413 sf of wetland of which 3,828 sf is regulated and requires mitigation In addition, the buffer of Wetland B is proposed to be averaged by reducing in several points along the south side and increasing the buffer on the north side. A small area of the buffer on the south side of Wetland C is also proposed to be averaged by reducing on the south and increasing in several points along the north and east sides of the buffer. 7.0 CONCEPTUAL MITIGATION As described in Chapter 21A.24.330.K.2 of the King County Zoning Code, on sites 20 acres or greater in size, up to three isolated wetlands may be altered by combining their functions into one or more replacement wetlands on-site pursuant to an approved mitigation plan. An "isolated wetland" is described as a wetland which has a total size less than 2,500 sf excluding buffers or if within the urban area, 5,000 sf excluding buffers, which is hydrologically isolated from other wetlands or streams, does not have permanent open water, and is determined of low function. This property is greater than 20 aces in size and as required by Code, impacts to Class 3 wetlands must be mitigated at a 1:1 ratio (mitigation:impact) and impacts to Class 2 wetlands must be mitigated at a 2:1 ratio. Both Class 3 wetlands that are proposed to be filled (Wetlands D & E) are below the regulated size and do not require mitigation. As a result of filling Wetland "F", a 3,828 sf Class 2 wetland, 7,656 sf of wetland must be created. ' Windwood/Renton/it95-122 B-twelve Associates, Inc. February 20, 1998 Page 10 To compensate for this wetland fill, approximately 8,000 sf of new wetland will be created in areas of upland surrounding Wetland "C", a Class 2 wetland (see Exhibit F). This mitigation will take place by removing the large central lobe of upland on the north side of Wetland "C". This area will be excavated down to existing wetland grades and planted with a mix of native tree and shrub species. Access to the wetland could be made at the northeast corner of the wetland where the existing buffer is degraded by a heavy patch of Himalayan blackberry. The blackberry could be grubbed out during creation of the temporary access road to the wetland. Following creation of the new mitigation areas this buffer could be restored with a mix of native trees and shrubs resulting in a restoration of this degraded buffer area. This mitigation meets the criteria outlined in the King County Code and results in proposed enlarging and enhancing an existing Class 2 wetland. An averaged 50 foot buffer would be measured from the new wetland edge to the proposed recreational/open space tract surrounding this wetland. The buffer averaging proposed results in reducing the buffers no less than 37.5' in areas that have dense native plant communities and will result in no impacts too the wetland as a result of the smaller buffer width. All reduced areas are compensated for by enlarging the buffer an equal area in other portions of the buffer resulting in no loss of area to the standard 50' buffer. If you have any questions or require further information please feel free to contact me at (253) 859-0515. Sincerely, B-twelve Associates, Inc. N.'; of wetla,�s i-o ► Ed Sewall g • Senior Wetland Ecologist %, 000212 �\r� °�d/ Fib:E4195I22WA.doc wen l"�r Windwood/Renton/#95-122 B-twelve Associates, Inc. February 20, 1998 Page 11 REFERENCES Cowardin, L., V. Carter, F. Golet, and E. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, FWS/OBS-79-31, Washington; D. C. • Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1: U. S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi. Hitchcock, C. and A. Cronquist. 1976. Flora of the Pacific Northwest. University of Washington Press, Seattle, Washington. King County Sensitive Areas Folio Maps. - Kulzer, L., 1990. Water Pollution Control Aspects of Aquatic Plants. Seattle Metro, 38p. Munsell Color. 1988. Munsell Soil Color Charts. Kollmorgen Instruments Corp., Baltimore, f Maryland. National Technical Committee for Hydric Soils. 1991. Hydric Soils of the United States. - USDA Misc. Publ. No. 1491. Reed, P., Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region 9). 1988. U. S. Fish and Wildlife Service, Inland Freshwater Ecology Section, St. Petersburg, Florida. - Reed, P.B. Jr. 1993. 1993 Supplement to the list of plant species that occur in wetlands: Northwest (Region 9). USFWS supplement to Biol. Rpt. 88(26.9) May 1988. Renton City of, Ordinance #4346, Chapter 32, Wetland Management. Snyder, D., P.. Gale, and R. Pringle. 1973. Soil Survey King County Area Washington. U.S.D.A., Soil Conservation Service, Washington, D.C. I EXHIBIT A Vicinity Map Z 100714 ST TT SE SE�t.w�. �rai ?•` 1 w..Trilerm 'I W '.j 11 +e Q �� 4 sT • .F 1[ I '3 SE ' I f. r 2 ( 45,::It L i I PS R i N 5INF » I iTTN•l' T E CT._ .._r. I. Tr �S[qRN Sr • (` R <' E 3r.,�.. I^ \:-- -cot"' �SSgQUgH I\ RI, � -- �f— 1 ��! • .�S . I12TH ISi11Mest Tic — /1NVTSO4L=IELD O .,` ��_''('� '1' oUVFR M S SE 1171N K^ I FM a .q/� — _-�l�TM�-T-- 0 n' I�' "s i SE.I I{TN s i rE«11{TN St I a f ytr HAZEN In1 NEB i z I R w �'� 1 � z I._ 1 ' II la - - I SE 116TN IT IG T % P" I !!JJ// ' < E• L �:1: �� i It.II - = 5i IttIN Es ITN ' ?I ^ 'L ' 9' TICS _I Is SITE 11 > `€ 12 ME ST I • 17DTN ST I SE ITN • Sl I :(3. . z NE Ts ST i itN 171ST ST• i _ 11• ��;j�� try— ' r='Q"I- - 4.,, I {taK ':NE rnl' .' '7R I I ...-S7 ^' ` . 't Z Nf { N :' GGfg/REO I r ;Ames. ti I ..rN Y'� r - , ''roe NE I IA • REIS1oW z z w ST SE IIITN ST - —'hum——— z ._.. "f11 .fs SE 1aTN S7 IR $ I 1 n`i5f fR(7MV000 J SE 17SEN ST .n I » J^ N M Cfst = I :il I I H I M W IATt" E9 M W if I' REA/1fJ1• • f,- gar -£T-y I N SF TV',� i ' _—;1FN91 1 SE !3aso ST ^f t SE 'sum arra s - i z i, • SE imEO Pt. " 1 x ,�,T�0 at Mt It E•S1 I } I i� •1 I 1 St > S t a_ t � N i31rN sr Q , I SEC ISiTN ST x SE SE "OS. C St • .fan". if_, am, t-' I a SE 1ssrN a ST R R l7 ••i• ' . ' . SE MT-STr/1N �E 13E*�ST F :"— o _ ----�—�------ '' '' wrE- ;-15--x■ Mom:-- 4--a— 1�-r----�-St--- ,: S rY SE r _ImN M f}, I ' Y •` •,•„i --./A15T`, t 1 fsrN n « z E 131 n 8 ^ u,Sv }. • r1a14 • `ysE IsSTN^ - �o SE Isms►l 4 .. 'ma .. ->vJr SE.I{01N 57 1M ` sE INN '� , .. U I i e... •'Y iit}•i `' I »s N!ST JIE>r000"' A E�s> rdr-t ft till • .3f N15TR >I -�IYE6 T L I .. z a1 ry.f I e SE,�SF f 0 - ' ;: _ -- I r ,,,,- "ROM ' s, uan n - t .'sT r r s YMTN 'COURSE :_ S > -' SE I..z..,f1.I- '"" .1111111oteill .I—Pr' E 1 NORTH B-twelve Associates,Inc. ��' ~ t i.-=i Reproduced with permission granted by THOMAS BROS.MAPS. \l . This map is copynghted by THOMAS BROS.MAPS. It is unlawful Ecological Systems Design Management to copy or a recce all or any part thereof,whether for or personal use or resale,without permission. 1103 W.Meeker St..Suite.C • Kent.WA 98032 (206)859-0515 Fax(206)852-4732 Job# : 95-/zz Date: "%/5.-15 WINDWOOD Drawn by: %AS Scale.- .4,0,--c KING COUNTY, WA Revised: ' Checked by: _ _ --- EXHIBIT B : • --_ — .aPti .o i .ppi 9 • nP3 WE oP'1 iLAD A �lr .` DP5 ,, I pP9 i . n OPT i OPIo �8 .pPt1 • WETLAND B OP`z WETLAND C i G>r„. — 1 i WETLAND E ../.. : > WETLAND F r...---:-.'--r'' ' ' WETLAND D oet5 .�' ----....Sze:r; , _ -'•••PI I I 09 • , ..r iiii. ,1' . B-twel7e Associates,Inc. . Y Ecolonical Systems Design &Management 1103 W.Meeker St..Suite.C - Kent.WA 98032 (253)859-0515 Fax(253)852-4732 WINDWOOD KING COUNTY, WA Job# : 95 -i2z Date: 2,/ 8_ I Drawn by: V Scale: Revised: Checked by: .ant'1 .1N • e :.. C armor ' p11 Q vNi • t7--K i g 8 �' s• --' 4/ .�y�' •„ ' •. i l,,„• „> , 0�, .' •fir . e 1 - 9 t• J V ., •' •• 1 14; li: ' { s�1 ' `.v' " :,1f • ••::i• •• 4, Y� j, 'fir' Q ai .ai �. ty1 l.t, I .3, s F t • .� L �`� a y >-, 4.,•ix •;f:, ,Tf: * -;ke--!, ;f. ,!::! ,,i, ."4440;,,, ,A a. ,,,, '• •- .. . )';:i'?' 4. II i i >, 13 1-' - 1�f i I 1 .�.•:! •' • ti ... {' ri: y G+ '�. :z - 4q 1 K ..v 11' x, *fl:,� t ,, � ,, d al C y„t.' ".k � i� y rl:� • • R.•� • i .iii i •� • v c 3',2 q H'•* .eg. •/ • q M •.• ..,• yA �. • . az .tit 1 b +4. .. ,i 1 r 44 , t •. •i0A.1.,'l•.'.4t.t`':"•7',i‘-.•'.,:44•4,,.'' .....i-;ii,..v•.(A„'Oe.-,..t•f.vg4' -.,:•--4.,-,1i 4.•,t•*'-''6',''•.•.i:,.•..,.:..:..,-,:,•,..:.,•-•.;•.:,,:•.;•/„),•,;„*•,,-4•.4f!.....•.:,;ki..•# ..i.A-.(r4.4k.-•"i;,.))..t,.1.^.."ti.1%,,".*,0..."• ,'.,..,:-,00,,•,,0'......I..,'.4 .:A6.,rt,"1...,,.,-:.:-:,.......,..#k4.;4..'..!.4..:0,,'.v:,i1i;i44 v.si i0 ,. , • •i"c „ t } l"r:,:;4; 1$: . !A;IP t x 4 ': ..: • I Jet" i J .f r� " ti 4 4. .7A. 4. .• :;• rjr fit^ t S Y.. {w e t .,, • ti :.� +jP," '%Y; • ',: .1: 7' f . e ..f r # 1 i t'•t % i 'i , 4 •yy,, ll • �o • «. r..•..li :' .•imp a.#s .w:: i.i;.i. ' b CZ w ♦ ' • I » yi • 4 •x .1 •r I' it ,.• .. j .;. •.. a t i,t3 �t hilt •. ��r R. • � r �N`f •i•. . al �i n>i ' S• /� �+ 4 a aF• • 1 •• n 71 ; �`rr..h.: t If , tjh.J'h; I' * • �. ■ • .N.-t' 1'. '.'�4-1 . ..� .f '•` 'fir :, r .zi , '. .i''Ig .. i •'yt' ; "` •• I. •i i;'-; • i '�� ..� • Ke EXHIBIT D National Wetlands Inventory Map . t SIG Rau �`. Af s \ :� gi M 41 PSSE ._ �, 4i • _� , \ I t i I I 4 all // \\2.eciz) 4* • 1 I t a a s ' j w * • a • i •(t: a \� ii ♦ \ I t * t{{ : ` _ i� pipoc • j PFOC, \ •v. • iw ••? • *� • :. s• . 0 l •\\i • • • t. �i* 1 P:EMC, ,, - * w ✓ ■ j r':::•:::::: . • ♦ a i al a 71 jt{» ......... i+`•*'I s s a f • t! r 1• i. -: a I s a \ ; y I• s 3 ; r1 a al t f.II 4 f • M{ • :a a • ' 'ti .a:•:},•• .,.... jyi,,��14 1t • 111.0111.111 .11 .d'... , £ • s w a • ]] +ad ,_.� 1a a., * a 1 a10a Y•.. Ij 1 \��.• 1 '� V • a } if s! ; a i i -. \ a S� \ of •aa . ...•`` * 1 _f•'-'a♦ '•�1 • • ••„4s - '` 1��L s r f.. . i f i a a= r I t • •!I • : i m'�r" fi.� .i,�li NORTH B-twelve Associates,Inc. `� - ';I-i NWI quadrangle: keNfb.,,1 WA ITO Mapping Date: /9 87 Ecological Systems Design&Management 1103 W.Meeker Si.Suite.C • Kent.WA 98032 (206)859-0515 Fax(206)852-4732 Job# : 95-/zZ Date: //vs.9s Drawn by: £k 5 Scale: i-'=ies•' WINDWOOD Revised: Checked by: KING COUNTY, WA EXHIBIT E Wetlands Race' map per "King County Sensitive Areas Folio" (King Co. 1990) diJ \ ' ir+- ' s-•-•''-522-.42.5.........1\..\,\*?-,.! —.7., ( •1'';in' tc ' . -«.- ----N . - .••• 3 tio \\11. -,0111 •, -.4. •i 71k\itt-a2100X.r. 4,-AAs•___,...... ,-,-, ,'"---.--,_-'.1.,,'...111,41' . :t If I VA w1› , C.nJ 1 •.11t* '..'11V' .:._-__--__:Ntrk ) litt `- t111Si1��� - Al ..F.;n�,\ � - r:. --- =tea "=—�� y. ..�.._•l •1 .# . : - %, • F - . ' T•J� ' : .*.1N111.4r, ,,„'..: .:•1,-...: -. -. 77.-,.,;-,,sz, _. -:- 0,:k, •: ..i.,!- r .. / r, `:w ..q idl ,\s•' .• . /-�. \`.. _ .�. . - '4 . 2&b j,` ..-;.-1:kiErowliki.: '� [�j. A •. . - _ 1•`.20.t �'- +�,`� � If.• \\l ,24b • •-.. M y,, .'i. • ', .... _ , '••• •7 W �•• „, , ` \� fT „.. _,\' :tea: -,. 3 0.--00.....0 • 'al tik. \ . vs ►:� a �' \ t- 41Ir����..,. , --- -• Wetlands -=,k1'� NORTH _ Open Water B-twelve Associates,Inc. ` 'V\1`1�=/ � i Basin Boundaries Ecological Systems Design &Management ITO 1103 W.Meeker Si,Suite.C Kent.WA 98032 Sub basin Boundaries (206)859-0515 Fax(206)852-4732 Job# : ' 5-/zZ Date: //•/5-9S WINDWOOD Drawn by: i15 Scale: No— KING COUNTY, WA Revised: Checked by: • EXHIBIT F: 1. , Increased buffer width (buffer averaging) Proposed 8,000sf Wetland Creation Area •Reduced buffer width (buffer averaging) /. r MOP.R60N 1N2 I. I.1101eRSON INC BOX 407 BOX 407 ATNYORE. IA 98028 X WVO'E, ►A 98025 I• /0N �� BOX 1 f77STINC LANDSCAPE TRACT C' LANDSCAPE TRACT A L '' Nd Ow'Is2' '`�'° 1926.99• TO BE REDO �\ ,,,- I-AA. ► /-icM sr ti i • YAE7LAA0 FOR IMPACTED hD �:�. .�ioA�mEs \ r+ v JJ` T- ' '-�- I w I I . -I- :a-1 —= 154TH AVE SE BUFFER AREA^/� r ---,`�i; - 15 14 t• 1J L• 12 : 11 F 10 t• 9 ts 8 `7 i• 6 t• ,5- 4 " ' ACT • > i � = �/ 1 LANDSCAPE TRACT 6 . s. ,b- aI I .I - r ,.` • •IDPACTED.f .or. w' "_' •C -f- !d fa' RIP >o' >o >o' 1D ,>, -�..� `I (�: 2- `�`1•/^4 �.,, '�./`� ANO MOVER try (Alms mAcr Tr _153RD AVE SE _ - - 112 i s t - 1 aa.r: SOBACC✓SS(A07 -_ r .o-r 'Z o :°• I l g ;-". • > •\,. >'+�'-• ( LLL ' ' 17 I '18Y \9 \ 72• I -z ZO L11 i' 21 L ?3 i 24:'15 i 26 ?7$ 2B a zo9 ,. h _ x f )) 'I - noN 'FACT>sir'•s tf/ / G1PE' M•✓ ' 1c HF+ LHI} m• ' •1 -1 � i h• — �C� ACTt�g �/ AY y I ���.r,\7• i'� /—~ _-- $-'c� ��,�� ,ti �i • , > ,) ' •- I. 42 it 4i t:. 40 k 39 r,.seri J7 =• .J6 i- .1.5 11"34 i- JJ.g• .52't Jl2. JO .4C1) > _` / >` RECRE4»� _A �- 1 I , ,.£ �- �' J , . ,� �,; Reduced buffer width (buffer averaging) • Fry --- 152N0 A SE '\1AAcr'E' `- - OE7Fi/nON ;' \ uvoscu E rRAcr 7c 152ND AVE SE -' -- n >r .J ..�• ;�ruw.s AMYpl ACCESS(a7 _ _ (,D7 _ .: .r i `�=_' raou �1 1 ".. '° so- I wi :a 1- g '° I "'_ I 'o_ t u -w w .o .,, I .r ._.:„.•�- . •-_ i 77 AC^tSS TRACT . L. I I . i. tq :.w a`.• 44: 45 - �46'� 47' 4B —49 T-�I .� / i i, • k i 9 i 50 i• 51 t: SJ 54 i• 55-is 56 57 58 it7j i.r� +o-J---F>r^., .. , ss ``°_'( '° _'c .l >' •.o I-�r l_o J:;: - 4'= r�iav^nrwcr Da '• 7J� all 71 i• 70-- 169 i. 68 2*, 67� 66'� 55:• 64—elll-6 T--t•• 52 tr s rzn Se' . 105 0 106 ��_� Iv 9 --, C i 79 I - . l se I a• I. I -/w• Y_ - / .-I' -'I- //I/.X•-I -r s-- I w. I` ' -„ ... "� sv1 '•?•;f�.+..,.. rs' - EASELENr # - ,;05 . w �/ 1511ST uVE SE -- __-• 151ST AVE SE I {- • ro8ERILED 1 N0076'OrrE�' rJBB9' { s' I ,i.�' �. �.. I �". .r ..a; ' w' „, 5T/BACCf55/ �• ''=•.2 / . \ ,2+. r .w.�-._=.r-: :a - _ I I I „ 0 ,o n 11. •or -82 -8-2• 84 $• 85'8• 86 t- 87 a• 86.t, 89 . -90 a- 91 2- 92 i• 9J i• 94 a- 95$•-. 96 9• -97•$.. 98 2. •• 2. 700 i.>101 i- 102_I 103- CBAR(PO oa Z198 427 A 1.. - >j .. 1 >c I .4 -I- sc !�-T�-1�0• I T I -i�o-- ="o'-I-�;�I -°°' 1 .� -'�u I' •���-+; ;..-�- . I I I. so l r P.QY7T1N, IA 98056 I -- NOPr6•D7 E - —`' — — — ?.:fir,4'.E_ re0arr - — — — — — — i 1 II ~a _ r.F:`: DAYID R k lfh7Vlf£R NORELE MIL YINl.`/S MVO NE 1At 9 PL i� 186Jt ld7fR SE fir' 'r �, ttY AIRXLLYO. IA 9B0.7A REYrON, q 98038 - I YE — S--'g — -_ — r TERRY D.ARYLS - —� = tt 3 d• 3 R F S7LIRON :d77t SC171T ��\1• • j /E1PRY D.lARYlS 1220A 1(BTR SE . 'd $8 $ ., _,y / • 'f E lZOTN 57 - .,`�%, .��'III= I 12'Ot/1878 5E = •1 _ '.> . , IA 98059 B-tweI7e Associates,Inc. REYIOM.II 98055 RG170N, IA 98033 a a g a. DEAN I.YOLLENBERO [WIZ YBLLAS ` I 1262'1I8171 AYE SE v186.74 490171, SE R a 'Ecological Systems Design&Management -. Ci REMV IA 980.5.9 1 103 W.Meeker St..Suite.C • Kent.WA 98032 (253)859-0515 Fax(253)8524732 , - Increased buffer width (buffer averaging) . . I - WINDWOOD --...., KING COUNTY, WA Job# : 9s-1 zz- Date: 2- 2-6-1 2 Drawn by: tks Scale: /"= zoo- - Revised: Checked by: - , ROUTINE WETLAND DETERMINATION DATA FORM (US Anny Corps of Engineers Wetlands Delineation Manual, January 1987) II-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-6-95 Jurisdiction: Renton State: WA Sample Point#: DP# / Wetland: Atypical areas analysis: .v. Problem areas analysis: .ra VEGETATION Dominant plant species Stratum Indicator Coverage % 1. 7c..,,, At/41o,/1y//cL 2. Cc-,/vj ei „ix, S F1+4 J 3. lev6 vs Setcha.4,//s 4. /PoilshSA, %Lv 'A-, n try fine"fine"5. /.'A�/KMY�.. ,1/ 4/(/Yh //4 . 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: "Se, Hydrophytic vegetation criteria met: Yes gib Marginal Comments: SOILS - Mapped Soil Series: Alderwood (AgC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Texture in. of. l LL in. ?,5-Y, 3/3 s•••+�� l0 4 in. in. Hydric soil criteria met: Yes dig'l Basis: /'c Comments: HYDROLOG Inundated: Yl Depth of Standing water: Saturated: Y/ Depth to saturated soil: Other Indicators: Wetland hydrology criteria met: Yes (Ni) Basis: Comments: SUMMARY OF CRITERISQ - Hydrophytic vegetation: Y Hydric soils: Ythl) We land hydrology: Ye Data point meets the criteria of a jurisdictional wetland?: Yes tn COMMENTS: �i{e:ed/daufrm.doc ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. • Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-6-95 Jurisdiction: Renton State: WA Sample Point#: DP# 2_ Wetland: A- Atypical areas analysis: ro Problem areas analysis: .moo VEGETATION Dominant plant species Stratum Indicator Coverage % 1. .4/.,,vs �b.0, �� 2. Ts... L.[.*'No"t..)//h T 3. co.-,t,S c...r� FA<v 4. R. 3 s,c rh�ti,1 s F74-C 5. A/4e- /1 h54C 6. /"l 6..44 r....., 01//4 7. 8. 9. 10. 11. 12. 13. 14. • 15. % of species OBL, FACW and/or FAC: Hydrophytic vegetation criteria met No Marginal Comments: SOILS - Mapped Soil Series: Alderwood(AgC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Texture in. /Gb in. ,o/2 z l j -- rN.v-147 s w4 /0 ti in. in. Hydric soil criteria met: Yes No Basis: /o w rb M d.dp,k✓ 5 v I 0?..< Comments: //X v HYDROLOGY Inundated: Y/)Depth of Standing water: Saturated: Y'N Depth to saturated soil: s•r Other Indicators: Wetland hydrology criteria met: Y)No Basis: s rt Comments: SUMMARY OF CRIT Hydrophytic vegetation N Hydric soils: Y�N Wetland hydrology:l /N Data point meets the cri eria of a jurisdictional wetland?: No COMMENTS: 1-tic:odklau1rm da ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-6-95 Jurisdiction: Renton State: WA Sample Point#: DP# 3 Wetland: A Atypical areas analysis: 'v Problem areas analysis: evv VEGETATION Dominant plant species Stratum dicator Coverage % 1. Th... .. / 2. Cy /vS y FkLU 3. tP s r .lam 4. t��.�-. A1,' -kh,-e, • /J FA-C 5. Nl j/l.c�.��. ol, �.! -� vl FAC_ 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: Hydrophytic vegetation criteria me, j No Marginal Comments: SOILS Mapped Soil Series: Alderwood (ARC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Texture /Dyne. 2/l in. in. in. Hydric soil criteria met:`..:)No Basis: i~,:e so I Comments: HYDROL•GY Inundated:A Depth of Standing water: I Saturated: ai Depth to saturated soil: s'r 4 Other Indi W ors: Wetland hydrology criteria metZNo Basis: Comments: SUMMARY OF C' • , ,- Hydrophytic vegetation.©N Hydric soils:'J V Wetland hydrology: Y N Data point meets the criteria of a jurisdictional wetland?: !' No COMMENTS: 1-dc:.dfda,a(,m.doc ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-6-95 Jurisdiction: Renton State: WA Sample Point#: DP# 4 Wetland: A. , Atypical areas analysis: Np Problem areas analysis: ivo VEGETATION Dominant plant species Stratum Indicator Coverage % 2. � c�l�we. FA-C. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: .14)0 Hydrophytic vegetation criteria m=41111 No Marginal Comments: SOILS Mapped Soil Series:-Alderwood(AQC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Texture /0‘hrz- -r-/l • S r,G of i—jG in. in. Hydric soil criteria met:(GO No Basis: /� c&'`� . A7 df— -sv eke_ Comments: HYDROLOCA Inundated: Yff Depth of Standing water: Saturated Y/N Depth to saturated soil: 5 r Other Indicators: Wetland hydrology criteria meth No Basis: Comments: SUMMARY OF CRIT) IA Hydrophytic vegetation: /N Hydric soils etland hydrologl Data point meets the criteria of a jurisdictional etland? 1M'esP No COMMENTS: }Lk:edfdaW.m.aa ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-6-95 Jurisdiction: Renton State: WA Sample Point#: DP# s Wetland: /A Atypical areas analysis: No Problem areas analysis: No VEGETATION Dominant plant species Stratum Indicator Coverage % W1 1. /4 Ci'r�i:.w7tr� 2. M",,- cfr,v.. cf3 r/1 3. 4. 5. 6. 7. 8. 9 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: /OZ) Hydrophytic vegetation criteria met S es)No Marginal Comments: SOILS Mapped Soil Series: Alderwood (AgC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Texture r/vY,e z// 4rave/1h s—.l, io.. in. / in. Hydric soil criteria met:(55•No Basis: r-Lz ooP��— Comments: HYDROLO Inundated: YKIDepth of Standing water: Saturated: Y l Depth to saturated soil: Other Indicators: Wetland hydrology criteria met:6)No Basis: 3.. s u.r Comments: SUMMARY OF C Hydrophytic vegeta= Hydric soils(Y N Wetland hydrologyaYN Data point meets the criteria of a jurisdictional wetland?: yi No COMMENTS: ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-6-95 Jurisdiction: Renton State: WA Sample Point#: DP# to Wetland: Atypical areas analysis: ,vo Problem areas analysis: ,v VEGETATION Dominant plant species Stratum Indicator Coverage % 1. 4/✓✓s P:4( 2. 61,s v. .,xu,.o 5 E/K 3. CO��/vs Cow,.✓ , S Fjt�✓ 4. 12,4 fr' F� 5. Pa/2sf; 17 p/erCL) 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: Hydrophytic vegetation criteria met: Yes Marginal Comments: SOILS • Mapped Soil Series: Alderwood (AgC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Texture '¢in. d F� /44 in. 7•5 Y2 3/4 ^ l r.,v./1? 5.-•7 /GAN in. in. Hydric soil criteria met: Yes No Basis: .✓. ,� t Comments: HYDROLOGY Inundated: Y Depth of Standing water: Saturated: ye Depth to saturated soil: Other Indicators: Wetland hydrology criteria met: Yes Jp Basis: Comments: SUMl.{ARY OF CRITERIA Hydrophytic vegetation: WIT Hydric soils: Y, t We d hydrology: Y1) Data point meets the criteria of a jurisdictional wetland?: Yes MD COMMENTS: }dc:ed/daufrm.doc ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-6-95 Jurisdiction: Renton State: WA Sample Point#: DP# Wetland: B Atypical areas analysis: /vo Problem areas analysis: "ye VEGETATION Dominant plant species Stratum Indicator Coverage % 1. 71,,,a pl,�.,t., 2. A-A��J 1 3. fev b.-is site ,.10,/5 S 4C 4. M t,a/.4 " ,. PAC 5. L,,Sic 11,-?-4: .. w..,e,r.'c�....�,. A? OC3L-- 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: / Hydrophytic vegetation criteria me�o Marginal Comments: SOILS - Mapped Soil Series: Alderwood(AgC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Texture 4 in. /O W- Z// sue,.4 C. elvo�t /b in. /6r/2- 3/Z Y/L 3/4‘ 9 i-rue/Gy S.—�1 /oM•N in. in. Hydric soil criteria met:( No Basis: I'S►L.-t - Z �../ •'. i4•, /�7,U, am., s..1,4 Comments: /�,�h ,. � cj, rr{s....T HYDROLOGY Inundated: Y Depth of Standing water: Saturated:04 Depth to saturated soil: 5 u r c-( Other Indicat rs: Wetland hydrology criteria met:( s)No Basis: s-l-, Comments: SUMMARY OF CRITEXA Hydrophytic vegetation: Hydric soils./6 N etland hydrology . Data point meets the criteria of a jurisdictional wetland?: No COMMENTS: P11c:cdfdataltmdoc ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-6-95 Jurisdiction: Renton State: WA Sample Point#: DP# Wetland: Atypical areas analysis: .'o Problem areas analysis: �o VEGETATION Dominant plant species Stratum Indicator Coverage % 1. flic",�s rho T fc Ace"2. A ct'-cI',,R ,� S FA C_ 3. (14 FA-C. 4. R-..b„s 5. Po 1 ,fi e A.— )-%„ h FAC✓ 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: a Hydrophytic vegetation criteria me igaillb o Marginal Comments: SOILS Mapped Soil Series: Alderwood (AgC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Texture/ /0 in. /O A- Z// OA, S l"-wk. /el/4 3/3 • in. in. Hydric soil criteria met: Yeses-Basis: Comments: HYDROLOGY' Inundated: YO,W Depth of Standing water: Saturated: Y& Depth to saturated soil: Other Indicators: Wetland hydrology criteria met: Yes V�, Basis: Comments: SUMMARY OF CR:IT 'y��] Hydrophytic vegetation Hydric soils: Y(1 ) ,nd hydrology: Yjill Data point meets the criteria of a jurisdictional wetI'�nd?: Ye No COMMENTS: }lb:ed/duafrm.doc ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-6-95 Jurisdiction: Renton State: WA Sample Point#: DP#1 Wetland: 8- Atypical areas analysis: Problem areas analysis: VEGETATION Dominant plant species Stratum Indicator 1. �w e/r•tV--fv.AC Coverage % 2. k,.b us sixe c+-z b It S A-C 3. M.,,_ .r+�.n of'. t f .- r ,A-C 4. Li, e • BLS'!., 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: Hydrophytic vegetation criteria m-dint o Marginal Comments: SOILS Mapped Soil Series: Alderwood (AgC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Texture 9 in. /Oyez ZbVi al rw ✓�l� 5.,1?/O)Z 3// • itt f in. _in. Hydric soil criteria met: e No Basis: I Comments: HYDROLOGX Inundated:AW Depth of Stan4in wa er: Saturated ITT Depth to saturated soil: 5 r�c.� Other Indicators: „ff v' 1.j•/v t WA, e., ,,." Wetland hydrology criteria met. Y No Basis' s.-A, 5.- Comments: SUMMARY OF C� �,,T Hydrophytic vegetation Hydric soil : /N — etland hydrolog : 'N Data point meets the criteria of a jurisdictional wetland?: -- No up- COMMENTS: }k: dklaudnu.aa ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-6-95 Jurisdiction: Renton State: WA Sample Point#: DP# /D Wetland: 8 Atypical areas analysis: nro Problem areas analysis: Ne VEGETATION Dominant plant species Stratum Indicator Coverage % 1. Awt S rAc 2. Rvhs fte.ct,.6,%S 5 PA-C 3. 141- FA-C 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: /frO Hydrophytic vegetation criteria met® No Marginal Comments: SOILS - Mapped Soil Series: Alderwood (ARC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Texture /(Lin. /a y2 z/Z in. in. Hydric soil criteria met:(4es)No Basis: fires,,ti ..f Ffpl� ,� sv 1 F,a kq Comments: HYDROLOGY, �" Inundated: Y N)Depth of Sta/n3ding water: Saturated(' N Depth to saturated soil: S"r 'G( Other Indicators: Wetland hydrology criteria met:C.3 No Basis: _11. -ta c-r� Comments: SUMMARY OF C Hydrophytic vegetation /N Hydric soils/N etland hydrology:CON Data point meets the criteria of a jurisdictional wetland?: AM No COMMENTS: ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-6-95 Jurisdiction: Renton State: WA Sample Point#: DP# // Wetland: Atypical areas analysis: NO Problem areas analysis: No VEGETATION Dominant plant species Stratum Indic tpr Coverage % 1. Al.•-vS �✓b�a. BALL 2. Co /vs Cor...rl-� S FACO 3. Fl 1474Gti�,� 4. • 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. • % of species OBL, FACW and/or FAC: .3 Hydrophytic vegetation criteria met: Yes 4. arginal Comments: SOILS Mapped Soil Series: Alderwood(AgC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Textu in. /C)y zZ- / ca rs,", tr in, in. in. Hydric soil criteria met: Yes Basis: A✓o i-1ol,/4/a,-J' Comments: HYDROLOG Inundated: Y l Depth of Standing water: Saturated: Y) Depth to saturated soil: Other Indicators: Wetland hydrology criteria met: YeI I i Basis: nip Comments: SUMMARY OF CRITERIA Hydrophytic vegetation: 'IJ Hydric soils: Y I\1 WOnd hydrology: Ye Data point meets the criteria of a jurisdictional wetland?: Yes COMMENTS: tom:ori/aavtm 4oc ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-6-95 Jurisdiction: Renton State: WA Sample Point#: DP# I Z. Wetland: C Atypical areas analysis: it• Problem areas analysis: ev.0 VEGETATION Dominant plant species Stratum Indicator Coverage % 1. w rib/- T �y}L 2. IZ,.,dvs s P-A-C 3. •S re.. &ave. s%* 4 Fe4C1-.1 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: /64, Hydrophytic vegetation criteria met:6ID No Marginal Comments: SOILS Mapped Soil Series: Alderwood (ARC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Textur 6. in. /DYE I s«. /',. _ . 2,57 3/4 p�rs.,,fi e.,, in. in. Hydric soil criteria met:(9 No Basis: Ares..-e. v-� H� Sal Comments: HYDROLjacY, Inundatedi Depth of Standing water: I Saturated:j Depth to saturated soil: Other Indicators: Wetland hydrology criteria met:er,No Basis: v--.rant Comments: SUMMARY OF CRITE Hydrophytic vegetations Hydric soils:() N etland hydrology.&)N Data point meets the criteria of a jurisdictional wetland?: firZONo COMMENTS: t c:od/daurm.doc ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-10-95 Jurisdiction: Renton State: WA Sample Point#: DP#/3 Wetland: C. Atypical areas analysis: No Problem areas analysis: /Yp VEGETATION Dominant plant species Stratum Indicator Coverage % 1. 'Per,/ ba/s" 2. S do w,/..s i'I —5 P,4-C u./ 3. /,• s.}r k,..-c;s 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: /•0 Hydrophytic vegetation criteria me C. No Marginal Comments: SOILS Mapped Soil Series: Alderwood (AQC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Te tuke 3 in. /o YR- Z/Z . /Gin. ,6y 4/ - Prowt- "c" s._// in. in. Hydric soil criteria met: No Basis:_ e s,,.ct vF h j,era s�I Fi�c ek.••h 4 a•F 24w ?47ie Comments: HYDROLOG Inundated: Y/ ) Depth of Standing water: Saturated Depth to saturated soil: Svr Other Indicators: Wetland hydrology criteria met: es No Basis: s . tb s.' ce Comments: SUMMARY OF CRITWA Hydrophytic vegetation: tJN Hydric soilsOY N etland hydrology Data point meets the criteria of a jurisdictional wetland?:-No COMMENTS: tom:�d.urm.d« ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-10-95 Jurisdiction: Renton State: WA Sample Point#: DP#/1- Wetlancj: D Atypical areas analysis: ycc/ aqt zr 7's be o�ir -k I /o,, sfs.,.-, •�r o/,?& ' Problem areas analysis: ivv - •1 i VEGETATION Dominant plant species Stratum Indicator Coverage % 1. 2.5(ds s� 2. r. ..•i A,/,:. • I•g- 3., 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: /eV Hydrophytic vegetation criteria met I. No Marginal Comments: SOILS • Mapped Soil Series: Alderwood(AgC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Texture /4 in. /oWL Z// — s-./ /Gin. z,sy -A/3 •,4_5 �.�.,� in. in. Hydric soil criteria met: No Basis:.res,.c& k) y..,j s FAR Comments: HYDROLOGY.. Inundated: Y Depth of Standing water: Saturated:(4 Depth to saturated soil: s Other Indicators: M••-mac./ 0.lojae. Wetland hydrology criteria met:Ss) Basis: Comments: SUMMARY OF C� Hydrophytic vegetation Y Hydric soils&N etland hydrology ITT Data point meets the cri eria of a jurisdictional wetland?:r'n, No COMMENTS: ode:ed/a,,,rrmdoc ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-10-95 Jurisdiction: Renton State: WA Sample Point#: DP# /5" _Wetland: Atypical areas analysis: ,,.d Problem areas analysis: ,tea VEGETATION Dominant plant species Stratum Indicator Coverage % 1. 4/.. ...s ...6e-., —! /�.4•C,. 2. Ciro-,.."'^^ 5 A.A.C. 3. p si. A.•, ..,...lv . Al P-ACJ 4. A.40-.: C&4 s&A1 - S F & S. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: 57) Hydrophytic vegetation criteria met: Yes No ar 'n Comments: SOILS Mapped Soil Series: Alderwood (AgC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Textur 4 in. /o 12 z 1 5 to &_in. /0 S'ie '77.- .-- ' . ". in. in. Hydric soil criteria met: Yes '�'Basis: Comments: HYDROLOGX Inundated: Y/ Depth of Standing water: Saturated: Yq0 Depth to saturated soil: Other Indicators: Wetland hydrology criteria met: Yes 1Q Basis: ,., r...1 4_,— Comments: SUMMARY OF CRITERIA Hydrophytic vegetation: Y/N ? Hydric soils: Y/ t W- id hydrology: Y�i Data point meets the criteria of a jurisdictional wetland?: Yes41S COMMENTS: t Lk:odla.u,r„na« ROUTINE WETLAND DETERNIINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-10-95 Jurisdiction: Renton State: WA Sample Point#: DP#iG Wetland: E. Atypical areas analysis: 'per• G/J e‘e4,'..', r•� Problem areas analysis: .w VEGETATION Dominant plant species Stratum Indicator Coverage % 1. i4cvi c,/'el i.,10Lre,,,ti S FCC 2. .'Z•lo„s fir•%e r., 'I i r s FA-t_ 3. f"elivr...•. '7 FA'C 4. Pa r'.„c ri 5. ' 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: Hydrophytic vegetation criteria me No Marginal Comments: SOILS Mapped Soil Series: Alderwood (AgC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Texture l G in. /07/4 21/ in. in. in. Hydric soil criteria met:C&I No Basis: e" c / Comments: HYDROLOGX, Inundated: Y/ Depth of Standing water: Saturated:as1 Depth to saturated soil: s�l Other Indicators: Wetland hydrology criteria met:(Y)No Basis: s P. Comments: SUMMARY OF CA:1TF,�IA Hydrophytic vegetation I' N Hydric soils N Wetland hydrologyO'N Data point meets the criteria of a jurisdictional wetland?: No COMMENTS: -c:cdmuInndoc ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-10-95 Jurisdiction: Renton State: WA Sample Point#: DP#/d F Wetland: I Atypical areas analysis: y e-s,, Problem areas analysis: nv VEGETATION Dominant plant species Stratum Indicator Coverage % 1. AtAwks R 2. 7-c..,., / A 7 cfrrC 3. /2tiYsigx eyA1g, G 4. M«,-. 4 744.1/4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. • % of species OBL, FACW and/or FAC: /o Hydrophytic vegetation criteria met: Ns No Marginal Comments: SOILS Mapped Soil Series: Alderwood(A2C) On Hydric Soils List?: No Drainage Class: mod. well drained De th(0 in) Matrix color Mottle color Textur 1 o Y2 in. in. in. ��""� Hydric soil criteria met:�s No Basis: re ..-a a4 lApIr,,rw s �l :k cl-ra•�.� .� 1 Comments: HYDROLOGY - .i Inundated: N Depth of Standing water: 15 SaturatedI & Depth to saturated soil: S'v Other Indicators: Wetland hydrology criteria met:(Yes�No Basis: Comments: SUMMARY OF currptA Hydrophytic vegetation Hydric soil /N etland hydrolog; N Data point meets the criteria of a jurisdictional wetland?: gNo COMMENTS: ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-10-95 Jurisdiction: Renton State: WA Sample Point#: DP# Wetland: Atypical areas analysis: /v 0 Problem areas analysis: rvd VEGETATION Dominant plant species Stratum Indicator Coverage % 1. /444 M�t�e //Km T ,4 U 2. 47N c..r 3. rz,,b,s FA-C. 4. G,�ft ,,,,.�., 5. ,t s1-) J 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: "10 Hydrophytic vegetation criteria met: Yes Mareinal Comments: SOILS - Mapped Soil Series: Alderwood (AgC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrio�x v color Mottle color Texture ._m. � min. ,rj y 2,S/Z Ate. e/ 4 in. in. Hydric soil criteria met: Yes4F1)Basis: nwo Comments: HYDROLOGX Inundated: Y Depth of Standing water: Saturated: Y/) Depth to saturated soil: Other Indicators: Wetland hydrology criteria met: Yes Basis: Avo Comments: SUMMARY OF CRITERAt Hydrophytic vegetation: Y Hydric soils: Y N W- . id hydrology: YY1 Data point meets the criteria of a jurisdictional wet d?: Yes o COMMENTS: Fes:mla.utrm.a« ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. l•«fe) - ��� Project: Windwood Job#: 95-122 Investigator: Ed Sewall ate: 4-10-95 Jurisdiction: Renton State: WA Sample Point#: DP# ICE Wetland: Atypical areas analysis: fI c 1 CCU..-«1 ) Problem areas analysis: mi VEGETATION Dominapt plant species Stratum Indicator Coverage % 1. "IF' ,r713s- s 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. • 13. 14. 15. l % of species OBL, FACW and/or FAC: / Hydrophytic vegetation criteria me,s No Marginal Comments: SOILS Mapped Soil Series: Alderwood(AgC) On Hydric Soils List?: No Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Texture it-in. /6YP- Z/z_ /6 yR-4/g — , . ' in. in. Hydric soil criteria met: Yes(Si) Basis: .t.. ;7, 4 2,�m Comments: ' HYDROLOGY Inundated: Y/R' Depth of Standing water: Saturated: ye Depth to saturated soil: Other Indicato s: Wetland hydrology criteria met: Yes(NV'o) Basis: NO . Comments: SUMMARY OF CRITERIA Hydrophytic vegetation: Hydric soils: Yyi) W- and hydrology: Ye Data point meets the criteria of a jurisdictional wet and?: Y- Al COMMENTS: 1 1e:Jd.ur maa ROUTINE WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: Windwood Job#: 95-122 Investigator: Ed Sewall Date: 4-10-95 Jurisdiction: Renton State: WA Sample Point#: DP# /g Wetland: Atypical areas analysis: L(f c /{4c Problem areas analysis: nrd VEGETATION Dominant plant species Stratum Indicator Coverage % 1. S&NCA tzrz..s -4-c 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: /ad Hydrophytic vegetation criteria met: ?'No Marginal Comments: SOILS Mapped Soil Series: Alderwood (AgC) On Hydric Soils List?: No _Drainage Class: mod. well drained Depth(0 in) Matrix color Mottle color Texture in. /o Y . '.// i'x�.(�, S_�, /o-•-� min. l o Yr� 4/4 in. Hydric soil criteria met: Yes L J Basis: &, Comments: HYDROLOGY Inundated: Y/N) Depth of Standing water: Saturated: Y( Depth to saturated soil: Other Indicators: Wetland hydrology criteria met: Yes 6 Basis: Comments: UMMARY OF C� Hydrophytic vegetation: N Hydric soils: Y6 •-��.. hydrology: Y� Data point meets the crit a of a jurisdictional wet and?: Yes No COMMENTS: -ik M wrrmaa ,L0A -99-09q SUBSURFACE EXPLORATION AND PRELIMINARY GEOTECHNICAL ENGINEERING REPORT RIBERA 28 ACRES RENTON, WASHINGTON PREPARED FOR Centex Homes PROJECT NO. G95072A JUNE 1995 /ZSM1 ASSOCIATED EARTH SCIENCES, INC 911 - 5th Avenue, Suite 100, Kirkland, WA 98033 (206) 827-7701 FAX (206) 827-5424 SUBSURFACE EXPLORATION AND PRELIMINARY GEOTECHNICAL ENGINEERING REPORT RIBERA 28 ACRES RENTON, WASHINGTON June 6, 1995 Project No. G95072A I. PROJECT AND SITE CONDITIONS 1.0 INTRODUCTION This report presents the results of our subsurface exploration and preliminary geotechnical engineering study for the proposed residential development of the Ribera 28 acres. Our geotechnical recommendations are preliminary in that building locations and construction details were not available at the time of our study. We understand that Centex wishes to purchase the property for the purpose of constructing single family residences. The location of the property is shown on the attached vicinity map, Figure 1. The approximate locations of the subsurface explorations accomplished for this study are shown on the site and exploration plan, Figure 2. In the event that any changes in the nature of the project are planned, the conclusions and recommendations contained in this report should be reviewed and modified, or verified, as necessary. 1.1 Purpose and Scope The purpose of this study was to provide subsurface data for the evaluation, design and construction of the future development of the Ribera project. The study included a review of available geologic literature, and the excavation of exploration pits to assess the type, thickness, distribution and physical properties of the subsurface sediments and shallow ground water conditions at the site. Geotechnical engineering studies were also conducted to determine the types of suitable foundations, floor support recommendations, allowable foundation soil bearing pressures, as well as structural fill, pavement and drainage considerations. This report offers development recommendations based on our understanding of the future development of the property. 1.2 Authorization Written authorization to proceed with this study was granted by Mr. Kevin Simmons of Centex Homes, in a proposal dated March 21, 1995. This report has been prepared for the exclusive use of Centex Homes and their agents, for specific application to this project. Within the limitations of scope, schedule and budget, our services have been performed in accordance with accepted geotechnical engineering and engineering geology practices in effect in this area. No other warranty, expressed or implied, is made. Our observations, findings, and opinions are a means to identify and reduce the inherent risks to the owner. 2.0 PROJECT AND SITE DESCRIPTION This report was completed with an understanding of the project based on a site map dated May 4, 1995 prepared by Hugh G. Goldsmith and Associates, and a U.S. Geological Survey (USGS) topographic map of the Renton Quadrangle. The subject site was located along the north side of SE 128th Street, between 148th Avenue SE and 152 Avenue SE in Renton, Washington. The property was rectangular in shape and measured 1925 feet north-south by 655 feet east-west, less a 337-foot by 125-foot parcel removed from the southwest corner of the site (Figure 2). The south side of the property bordered SE 128th Street, the east side bordered pasture, and the west and north sides bordered undeveloped wooded land. A few residential homes were present along the west central border of the site, and on the parcel at the southwest corner of the property. An existing home, with sheds and a driveway to SE 128th Street, was present in the southeastern portion of the property. Two overhead power lines ran along the south side of the site. Outside of these features, the site was undeveloped. Most of the property was covered by dense stands of alder and cottonwood trees with a thick understory of brush, berry bushes, small saplings and ferns. Prior to our study, wetlands had been delineated in the northeastern and southwestern portions of the property. A crude dozer trail had been cut along most of the perimeter of the site, and overgrown logging trails were present in the central portion of the property. The overall site was relatively flat, but the southwestern portion of the property sloped gently down to the southwest. A poorly developed drainage swale, with less than 15 feet of relief drained to the south in the southwestern portion of the property. A south-flowing drainage ditch was also present along the west central boundary of the property, adjacent to the residential homes. Total topographic relief of the site was less than 25 feet. Development plans were not available at the time of our field study. 3.0 SUBSURFACE EXPLORATION Our field study consisted of excavating a series of 17 exploration pits, utilizing a track-mounted excavator. The pits permitted direct, visual observation of subsurface conditions. The materials encountered were studied and classified in the field by an engineering geologist from our firm. Selected samples were then transported to our laboratory for further visual classification and testing, as necessary. The exploration pits were backfilled immediately after examination and logging. The various types of sediments as well as the depths where characteristics of the sediments changed are indicated on the exploration logs presented in the Appendix. Our explorations were approximately located in the field by measuring from known site features shown on Figure 2. Because of the nature of exploratory work below ground, extrapolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions sometimes may be present due to the random nature of deposition and the alteration of topography by past grading and filling. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations are observed 2 at that time, it may be necessary to re-evaluate specific recommendations in this report and make appropriate changes. 4.0 SUBSURFACE CONDITIONS Subsurface conditions were inferred from the exploration pits, and a visual reconnaissance of the site. This study identified dense glacial sediments at shallow depths across the property. In the area of the existing residence, fill soils (those not naturally placed) could also be present in drain field area(s) and utility trenches. The stratigraphy of the site is discussed in the following section followed by our observations of the hydrology of the site. 4.1 Stratigraphy Fill soils were not encountered in any of the exploration pits, but could to be present in the area of the existing residence. The developed area (home) is minor in total area and was not explored by this study. The quality, thickness and compaction of the fill materials may be variable and is undocumented. Therefore, if fill is encountered during construction at the site, it should be considered unsuitable for foundation support. At the surface across the site (beneath a 6-inch- to 2-foot-thick topsoil/organic zone) all 17 of the exploration pits encountered loose to medium dense, moist to wet, yellow brown, mottled, gravelly silty sand, interpreted as weathered till. This weathered zone extended to depths ranging from 2 feet in EP-2, EP-3, EP-7, EP-10, and EP-17, to 3-1/2 feet in EP-1 and EP-5. Beneath this mottled sediment, all of the exploration pits encountered dense, brownish gray, silty sand with gravel, interpreted as lodgement till. The lodgement till extended to below the 7- to 13-foot termination depths of all of the exploration pits. The lodgement till is highly consolidated sediment that was deposited at the sole of an advancing glacial ice sheet. In the Renton area the ice sheet reached an estimated thickness of 3,000 feet, during the Vashon Stade of the Fraser Glaciation about 15,000 years ago. As a result of glacial consolidation (by the weight of the ice), this material possesses high strength, low compressibility, and comparatively low permeability. 4.2 Hydrology No flowing water was observed at the site. Minor standing water was observed in areas mapped as wetland, and in the drainage swale in the southwestern portion of the site. Evidence of temporary standing water was also observed in dried mud puddles in a number of areas near the wetlands. We would expect that most, if not all of these puddles, are the result of precipitation perching atop the relatively impermeable till sediments. Light ground water seepage was encountered in about half of the exploration pits, at depths ranging from near the surface to about 3 feet deep. Moderate seepage was encountered from 2 to 4 feet in EP-10, from 0 to 2-1/2 feet in EP-11, and from 1 to 2-1/2 feet in EP-12. Rapid seepage was also present in a localized zone at 1-1/2 feet in EP-12. The seepages encountered occurred atop and within the mottled, weathered till zone. 3 Fluctuations in the level of the ground water, and subsequent seepage activity can be expected due to the time of the year and variations in rainfall. We would expect that nearly all of the seepage activity encountered is the result of on-site precipitation perching atop and within the weathered lodgement till. 4 June 6, 1995 Project No. G95072A II. PRELIMINARY DESIGN RECOMMENDATIONS 5.0 INTRODUCTION In our opinion, from a geotechnical standpoint, the site is suitable for a residential development, based on the site exploration and visual reconnaissance. A suitable foundation bearing stratum, consisting of lodgement till, occurs near the surface and will be capable of providing foundation support. Conventional spread footing foundations, slab-on-grade floors, and pavement subgrades, may be supported on the natural bearing sediments, or on structural fill that overlies natural bearing sediments. The contractor should understand that although the bearing stratum was relatively shallow in our exploration pits, areas exist that may contain loose soil. In addition, filled areas may be encountered in the vicinity of the existing residence, utility trenches, or drain fields. These areas may require deepened footings or removal and replacement of the loose soil or fill material with structural fill prior to placing foundations. We should further emphasize that the site is underlain by fine-grained, moisture sensitive soils, which were at or above their optimum moisture content for use as structural fill. Therefore, the use of the onsite lodgement till soil as structural fill should be limited to the drier times of the year. 6.0 SITE PREPARATION Site preparation of planned building and road/parking areas should include removal of all trees, brush, debris and any other deleterious material. Additionally, the upper organic topsoil should be removed and the remaining roots grubbed. Areas where loose surficial soils exist should be considered as fill and this material should either removed and replaced with structural fill or recompacted. Since the density of soils is variable, random soft/loose pockets may exist, and the depth and extent of stripping can best be determined in the field by the field engineer. Site preparation will also include the demolition of the existing structure. The debris from this operation should be taken to an offsite disposal area and any resulting depression, if beneath a building or road area, should be replaced with structural fill. Existing septic tank(s) should also be removed, and the resultant depression replaced with structural fill. All other areas where loose surficial soils exist should be considered as fill and this material should either removed and replaced with structural fill or recompacted to the specified project densities. 5 7.0 STRUCTURAL FILL All fill should be placed in accordance with the recommendations outlined in this section. Prior to filling, topsoil, organics, and loose soils should be excavated from the subgrade as advised by the field engineer. After overexcavation/stripping has been performed to the satisfaction of the geotechnical engineer, the upper 12 inches of exposed ground should be recompacted to at least 90 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. After recompaction of the exposed ground is tested and approved, structural fill may be placed to attain desired grades. Structural fill is defined as non-organic soil, acceptable to the geotechnical engineer, placed in maximum 8-inch loose lifts with each lift being compacted to 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. The contractor should note that any proposed fill soils must be evaluated by Associated Earth Sciences, Inc. prior to their use in fills. This would require that we have a sample of the material 48 hours in advance to perform a Proctor test and determine its field compaction standard. The onsite lodgement till soils contain a significant amount of fine-grained material (smaller than No. 200 sieve) and are considered extremely moisture-sensitive. Use of moisture- sensitive soil in structural fills should be limited to favorable dry weather conditions. If fill is placed during wet weather or if proper compaction cannot be obtained, clean, free-draining gravel and/or sand should be used. Free-draining fill consists of non-organic soil with the amount of fine-grained material limited to 5 percent by weight when measured on the minus No. 4 sieve fraction. A representative from our firm should inspect the stripped subgrade and be present during placement of structural fill to observe the work and perform a representative number of in-place density tests. In this way, the adequacy of the earthwork may be evaluated as filling progresses and any problem areas may be corrected at that time. It is important to understand that taking random compaction tests on a part-time basis will not assure uniformity or acceptable performance of a fill. As such, we are available to aid the owner in developing a suitable monitoring and testing program. 8.0 FOUNDATIONS Spread footings may be used for building support when founded on the medium dense to dense natural glacial sediments, or approved structural fill (including recompacted natural soils). For building support, structural fill and recompacted natural soils should be compacted to a minimum of 95 percent of the maximum dry density as defined by ASTM:D 1557. Structural fill placement must be inspected by Associated Earth Sciences, Inc. to verify suitable subgrade preparation and compaction. We recommend that an allowable bearing pressure of 2,000 pounds per square foot (psf) be utilized for design of residence footings, including both dead and live loads. An increase of one- third may be used for short-term wind or seismic loading. Perimeter footings should be buried at least 18 inches into the surrounding soil for frost protection; interior footings require only 12 inches burial. However, all footings must penetrate to the prescribed lodgement till bearing stratum and no footing should be founded in or above loose, organic, or existing fill soils. 6 9.0 FLOOR SUPPORT Slab-on-grade floors may be placed over the medium dense to dense natural sediments or approved structural fill. In either case, the upper 12 inches of subgrade must be compacted to a minimum of 90 percent of the modified Proctor maximum density as determined by ASTM:D 1557. A polyethylene plastic vapor barrier and pea gravel capillary break layer should be used under floors likely to receive an impermeable floor finish or where passage of water vapor through the floor is undesirable. Based on American Concrete Institute recommendations, we suggest placing a two to three inch layer of clean sand over the vapor barrier to protect the vapor barrier and to allow some moisture loss through the bottom of the slab to aid in the curing process. Sand should be used to aid in the fine grading process of the subgrade to provide uniform support under the slab. 10.0 DRAINAGE CONSIDERATIONS At the site, the lodgement till sediments are near the surface. These sediments contain a significant amount of fine grained material, and are considered moisture sensitive. Because the till is relatively impermeable, water will tend to perch atop this stratum. Traffic across the till sediments when they are damp or wet will result in disturbance of the otherwise firm stratum. Therefore, prior to site work and construction, the contractor should be prepared to provide drainage and subgrade protection as necessary. All retaining and perimeter footing walls should be provided with a drain at the footing elevation. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel. The level of the perforations in the pipe should be set approximately 2 inches below the bottom of the footing and the drains should be constructed with sufficient gradient to allow gravity discharge away from the buildings. In addition, retaining walls should be lined with a minimum 12 inch thick washed gravel blanket provided over the full-height of the wall, and which ties into the footing drain. Roof and surface runoff should not discharge into the footing drain systems but should be handled by a separate, rigid tightline drains. Because the site does not contain free-draining soils, exterior grades adjacent to walls must be designed to slope downward away from the structures to achieve positive surface drainage. 11.0 PAVEMENT CONSIDERATIONS Areas to be paved should be compacted to a firm, unyielding condition to a minimum of 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. The subgrade surfaces should be slightly crowned to drain to the edges of the paved areas. After compaction, the subgrade should be proof-rolled with a fully loaded, tandem axle dump truck to identify any soft or "pumping" areas. If such areas are observed, they should be overexcavated and backfilled with compacted, free-draining, granular material. Upon completion of the subgrade preparation the leveling course and surface pavement may be placed. The appropriate pavement section will be determined by the anticipated traffic loads and desired pavement life. The pavement base leveling course material should be compacted to 95 percent of Maximum Density as defined by ASTM:D 1557. 12.0 PROJECT DESIGN AND CONSTRUCTION MONITORING At the time of this report, site grading, structural plans, and construction methods have not been completed. We are available to provide additional geotechnical consultation as the project design develops and possibly changes from that upon which this report is based. We recommend that Associated Earth Sciences, Inc., perform a geotechnical review of the plans prior to final design completion. In this way, our earthwork and foundation recommendations may be properly interpreted and implemented in the design. We are also available to provide geotechnical engineering and monitoring services during construction. The integrity of the foundations depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not part of this current scope of work. If these services are desired, please let us know and we will prepare a cost proposal. We have enjoyed working with you on this study and are confident that these recommendations will aid in the successful completion of your project. If you should have any questions, or require further assistance, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington 62C� B L YT o f�v.8/--) O � �. c� George Bennett, C.P.G. 6 y5_ Engineering Geologist r` + `.4 ism SS/OVAL FAG EXPIRES s A4 .A. Parker, .G. Bruce L. Blyton, P.E. Principal Senior Engineer GHB/kpp G95072A.1 WP.6/I/95 Id 8 ... , �Y �-.„1� �il•'E : `11 !eV it; AIL al i* i r ��1190.) 14r- � - 1 , beak,)I ,Tiit \ �IIg11' Y + '' ,r `,. SITE r .., . _ —•, _ \-'pr— 1EW,. Ultala f • ravel eC — I `1 iA If . .o a lain, Oa MaplEwoOdr -' :,1 C .`S,a."rry ''-[n d-iiit• �.1_ ' 1..=r� 0{ l 1 Heig ''1 I J \' '• _, 1 1 4 .11 ' F 1051 ii�� •/ter • 9�)�<;•�dn- �t a ' 1� Ir�/\ \ n7 ~ • ft `-\" :--- .w•rU1i r'�. (/�— V L� �! " ,�i1�3 ,ram - , =i C;ednr % `. I x., l.,` LI �� • a uaQt \ •' Indian_ , I )f t=-,` • 1. 111 �1611 f =15''. � �� \. 1•''?+ �'\\��I�=_yam : ..�. ! I ! I i I� \ IC\+1 ' Land 1I ^ I i ti .__ j AOi7r �[ �._...-. '��-n j zQp�oun i `\S g: Gnats+ , •CC �� r .�• Is- i�'� ,It\ Ail 611119 - •J y �I 1�t�1B�. ' to '',,` 'i:1; t Pit 4�(.`�. 1- �,c l - Yrce; ' _ N .. Aadl 1t ' Tat ss. . . 11 ~ _ O t i \ _,-„ li j �tiGisuRi - pgr a Ifs p[�[��6 � 'S!Sr C. rk ray 1W;,er ? ' HI — — 6�= C ::li=4ll1 I i aim I !'tlkr0'fil - ( i Tan - �� I P t I'. 1 . —ria offi, ,. '!- lip i L gut. ,..7_„,ik,,_ • L .11iiii.' . el i.! W•- ' 111 '-II I-1.Ifil 1 I i h ry • ._ , r.Y'r, , II. I. .I, 01 d _ R1 Part... . .,. .,,. „,,, IS. •i� �� l' .. f-�_C rokee ll b f '36/ i. ( \ 'i .‘, .,..:.,,_„, ,,,_.. . ......,_, / .or4,..g' gton /' i 1--.... .... - ./- ----I *41. I , .4... LC',.. '-. 1 ' . .- 144'4 ( . . I , i.-... • / - \ 0'I ••• REFERENCE: U.S.G.S. 1:100,000 SCALE METRIC TOPOGRAPHIC-BATHYMETRIC MAP 30 X 60 MINUTE QUADRANGLE "TACOMA, WASHINGTON-. VICINITY MAP NORTH ASSOCIATED RIBERA - 28 ACRES 1.11,Aik Sil EARTH RENTON, WASHINGTON SCIENCES, I N C G95072A 5/95 FIGURE 1 EP-9 - --- ■ EP-1 U - WETLAND`B" • EP-8 WETLAND rA" EP-13 r ■ EP-7 EP-12 • ■ • EP-15 ■ EP-6 EP-1• • ctl WETLAND "D" EP-■16 WETLAND "E" E:5{ EP-17 �'.� r'• ■ t •rj�,; • ;WETLAND "F" • EP-4 EP-1 ~ EP-3 ■ • EP-2 ■ - SE 128th St. LEGEND NORTH ■ Approximate location of exploration pit 0 300 600 I SCALE IN FEET SITE AND EXPLORATION PLAN RIBERA - 28 ACRES ASSOCIATED RENTON, WASHINGTON PArikall EARTH SCIENCES, INC G95C72A I 5/95 FIGURE 2 I I EXPLORATION PIT LOG 0 Number EP-1 1"Topsoil and oxidized zone. -- Medium dense to dense, moist, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 _. _ Very dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) 10 BOH @ 8-1/2' — Note: Light seepage at 3-1/2'; no caving. Terminated due to hard digging. 15 0 Number EP-2 6"Topsoil. Loose, moist, dark yellow-brown, gravelly, silty, fine SAND. (Weathered Lodgement Till) - Dense, moist, brown-gray, mottled on top 1-1/2', gravelly, silty SAND. (Lodgement Till) 5 _ BOH @ 8' 10 — Note: Very light seepage at 3-1/2'; no caving. 15 _ Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By c)t1 b Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 1 Fax: 206-827-5421 Mc y 1995 EXPLORATION PIT LOG Number EP-3 6" Topsoil. Loose to medium dense, moist, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) _ Dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) 5 BOH@8' 10 __ Note: No seepage; no caving. Terminated due to hard digging. 15 Number EP-4 6"Topsoil. - Loose, moist, dark yellow-brown, gravelly, silty SAND with many roots. (Weathered Lodgement Till) 5 Dense to very dense, moist, brown-gray, mottled to 4', gravelly, silty SAND. (Lodgement Till) 10 BOH @ 12' Note: Very light local seepage 4' to 6'; no caving. Terminated due to very hard digging. 15 Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By ME Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Fax: 206-827-54.24 May 1995 EXPLORATION PIT LOG 0 _Number EP-5 - 8"Topsoil/root zone. Loose to medium dense, moist, dark yellow-brown, gravelly, silty, fine SAND with many roots. (Weathered - Lodgement Till) 5 Dense to very dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) _ BOH @ 8' 10 Note: No seepage; no caving. 15 0 Number EP-6 Black topsoil. - Soft/loose, wet to saturated, yellow-brown, gravelly sandy SILT to silty SAND. (Weathered Lodgement Till) 5 _ Dense, moist to wet, brown-gray, gravelly, silty SAND. (Lodgement Till) 10 _ BOH @ 10' Note: Light seepage throughout 1'to 3'; no caving; light sloughing at seepages. 15 Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By 103 Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 J Fax: 206-827-542, May 1995 EXPLORATION PIT LOG 0 Number EP-7 6"Topsoil. - Loose, moist, dark yellow-brown, gravelly, silty, fine SAND, many roots. Loose to medium dense, moist yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 Dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) - BOH @ 8' 10 _ Note: No seepage; no caving. 15 0 Number EP-8 10"Topsoil/root zone. - Loose to medium dense, moist, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 Dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) 10 BOH @ 9' Note: Very light local seepage at 2-1/2'; no caving. 15 Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Fax: 206-827-5424 May 1995 EXPLORATION PIT LOG 0 Number EP-9 6"Topsoil. - Loose, moist, dark yellow-brown, silty, fine SAND, some gravel, roots. - Medium dense, moist, light yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 __ Dense to very dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) 10 - BOH @ 8-1/2' — Note: No seepage; no caving. 15 0 Number EP-10 - Soft, saturated, dark gray, organic rich, silty, fine SAND, some gravel. 5 _ Dense, moist to wet, light brown-gray, mottled to 4', gravelly, silty SAND. (Lodgement Till) - BOH @ 8' 10 Note: Light to moderate seepage 0-4'throughout; light sloughing at seepages, no caving. 15 Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By criiNtil Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Fax: 206-827-5424 May 1995 EXPLORATION PIT LOG 0 Number EP-11 Topsoil/muck. Loose to medium dense, saturated, light yellow-brown, gravelly, silty SAND. (Weathered Lodgement Till) - Dense to very dense, moist to wet, brown-gray, gravelly, silty SAND. (Lodgement Till) 5 __ BOH @ 7' Note: Rapid local seepage piping at 1-1/2'; moderate seepage 0 to 2-1/2'; some caving 0 to 2-/12' at seepages. 10 15 _ 0 Number EP-12 Topsoil/muck. Loose to medium dense, saturated, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 _ Dense to very dense, moist to wet, gray, gravelly, silty SAND. (Lodgement Till) 10 15 BOH @ 13' Note: Light to moderate seepage 1' to 2-1/2' throughout; no caving. Very hard digging. Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. l hey are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By 0(`t, Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 C27-5424r May 1995 EXPLORATION PIT LOG 0 _ Number EP-13 _ 6"Topsoil. Loose to medium dense, moist, dark yellow-brown, silty, fine SAND with some gravel, many roots. (Weathered Lodgement Till) 5 Dense to very dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) - BON @ 7' _ Note: No seepage; no caving. Very hard digging. 10 15 0 Number EP-14 8"Topsoil. - Loose to medium dense, moist, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 _ Dense to very dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) - BOH @ 7' - Note: No seepage; no caving. 10 15 Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By I,54,, Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Tax: 206-827-542 ' May 1995 EXPLORATION PIT LOG 0 Number EP-15 10"Topsoil/root zone. -- Loose to medium dense, moist, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 Dense to very dense, moist to wet, gray, gravelly, silty SAND. (Lodgement Till) BOH@8' 10 Note: No seepage; no caving. 15 Number EP-16 10" Topsoil/root zone. - Loose to medium dense, moist to wet, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 Dense to very dense, moist to wet, gray, gravelly, silty SAND. (Lodgement Till) BOH @ 8' Note: No seepage; no caving. 10 15 _.__ Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By b 11 Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton, Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Fax: 206-827-5424 MPY 1995 EXPLORATION PIT LOG 0 Number EP-17 3"Sod/topsoil. Loose to medium dense, moist, yellow-brown, mottled, gravelly, silty SAND. (Weathered Lodgement Till) 5 Very dense, moist, brown-gray, gravelly, silty SAND. (Lodgement Till) BOH @ 8' 10 Note: No seepage; no caving. 15 _ 0 Number 5 10 15 Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation,engineering analysis,and judgment. They are not necessarily representative of other times and location. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By qILL Associated Earth Sciences, Inc. Ribera - 28 Acres 911 Fifth Avenue, Suite 100 Renton Washington Kirkland, Washington 98033 Project No. G95072A Phone: 206-827-7701 Fax: 206-827--5424 t lay 1995 99-csiti WINDWOOD DEVELOPMENT TRAFFIC IMPACT ANALYSIS Prepared for Kevin Simmons, P.E. Centex Homes 2320 130th Ave. N.E. #200 Bellevue, WA 98005 Transportation Planning & Engineering , Inc . 2101 - 112th Avenue N.E., Suite 110 Bellevue, Washington 98004 (425) 455-5320 WINDWOOD DEVELOPMENT TRAFFIC IMPACT ANALYSIS Prepared for Kevin Simmons, P.E. Centex Homes 2320 130th Ave. N.E. #200 Bellevue, WA 98005 Prepared by TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 - 112th Ave. N.E., Suite 110 Bellevue, Washington 98004 Telephone - (425) 455-5320 FAX - (425) 453-7180 April 29, 1998 TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 - 112th AVENUE N E , SUITE 110-BELLEVUE,WASHINGTON 98004 VICTOR H BISHOP P E.Prasrdenl TELEPHONE(425)455-5320 DAVID H ENGER.PE Vice President FACSIMILE(425)453-7180 • April 28, 1998 Kevin Simmons, P.E. Centex Homes 2320 130th Ave. N.E. #200 Bellevue, WA 98005 Re: Windwood Traffic Impact Analysis Dear Kevin: We are pleased to present this traffic impact analysis study for the proposed Windwood development consisting of 112 single-family units. The project is located on S.E. 128th St. in unincorporated King County. This study was prepared to King County Intersection Standards requirements as implemented by ordinance # 11617 which requires analysis of intersections that carry 30 or more site generated trips and at least 20 percent of the site generated traffic. This project has received a certificate of concurrency from King County. We have visited the project site and surrounding road network, and have discussed the scope of this study with Paulette Norman of King County Traffic Division. The conclusions and recommendations begin on page 8 of this report. PROJECT DESCRIPTION Figure 1 is a vicinity map showing the location of the site and the surrounding road network. Figure 2 shows a preliminary site plan. The plan consists of 112 single-family units with access to S.E. 128th St. and S.E. 124th Street. Full development of the Windwood project is expected to occur by 2000; therefore 2000 is used as the horizon year for the purposes of this study. K04222 RPT Kevin Simmons, P.E. Centex Homes April 29, 1998 Page - 2 — EXISTING PHYSICAL CONDITIONS The project site presently is vacant and undeveloped except for one single family home. Roadway Facilities Figure 3 shows existing traffic control, number of roadway lanes, number of approach lanes at intersections, and other pertinent information. The primary roads within the study area are as follows: S.E. 128th St. Principal Arterial 144th Ave. S.E. Minor Arterial 148th Ave. S.E. Collector Arterial S.E. 124th St. Local Access Transit Facilities Metro bus route 111 provides service along S.E. 128th St. to downtown Seattle. The closest bus stop is located at the 148th Ave. S.E./S.E. 128th St. intersection. Pedestrian Facilities Paved shoulders exist on S.E. 128th St. and 148th Ave S.E. No sidewalks have been built in the area. EXISTING TRAFFIC CONDITIONS Figure 4 shows existing PM peak hour and average daily traffic volumes at pertinent intersections affected by site-generated traffic. Traffic count sheets are included in Appendix A. Level of Service Analysis Level of service (LOS) is a qualitative measure describing operational conditions within a traffic flow, and the perception of these conditions by drivers or passengers. These conditions include factors such as speed, delay, travel time, freedom to maneuver, traffic interruptions, comfort, convenience, and safety. Levels of service are given letter designations, from A to F, with LOS A representing the best operating K04222 RPT. Iiiit Kevin Simmons, P.E. Centex Homes April 29, 1998 Page - 3 — conditions (free flow, little delay) and LOS F the worst (congestion, long delays). Generally, LOS A and B are high, LOS C and D are moderate, and LOS E and F are low. Table 1 shows the 2000 LOS to be satisfactory except at 148th Ave. S.E./S.E. 128'h St. which shows an increased delay for the southbound traffic to LOS F at 110.2 seconds of average delays. Table 1 shows calculated levels of service (LOS) for existing conditions at the pertinent street intersections. LOS calculation sheets are included in Appendix B. The LOS were calculated using the procedures in the Transportation Research Board Highway Capacity Manual - Special Report 209 3rd Edition updated 1994. The LOS shown indicate overall intersection operation. At intersections, LOS is determined by the calculated average delay per vehicle. The LOS and corresponding average delay in seconds are as follows: TYPE OF INTERSECTION I A B C p E 1 iF Signalized <5.0 >5.0 and >15.0 and >25.0 and >40.0 and >60.0 <15.0 <25.0 <40.0 <60.0 Stop Sign Control <5.0 >5 and >10 and >20 and >30 and >45 <10 < 20 < 30 < 45 The intersection LOS is an average for every vehicle entering the intersection. On occasion specific movements, such as stop sign controlled left turn movements, experience significantly worse LOS than other movements at the intersection. When this is the case other factors such as safety can be considered when determining whether improvements are warranted. This is the case at the 148th Ave. S.E./S.E. 128th St. intersection where the overall LOS is A and the southbound 148th Ave. S.E. traffic to S.E. 128`h St. operates at LOS F with 68 seconds of delay. Accident History King County accident rate data does not indicate unusual accident activity in the study area. K04222 F PT Kevin Simmons, P.E. Centex Homes April 29, 1998 Page - 4 — FUTURE TRAFFIC CONDITIONS WITHOUT THE PROJECT Figure 5 shows projected 2000 PM peak hour and average daily traffic volumes without the project. These projected volumes were provided by the King County Transportation Planning Division and are taken from the Traffic Concurrency Model (TCM). The TCM Approach Volumes are attached as Appendix C. The projected volumes include existing traffic volume counts plus traffic generated from other anticipated developments that have been approved or have received certificates of concurrency from King County. TRIP GENERATION AND DISTRIBUTION The 112 single-family units of the Windwood project are expected to generate the vehicular trips during an average weekday and during the street traffic peak hours as shown below: Trip Rate/ Trips Trips Time Period Equation Entering Exiting Total Average Weekday 9.57 536 536 1072 AM Peak Hour 0.75 21 63 84 PM Peak Hour 1.01 72 41 113 The trip generation is calculated using the average trip rates in the Institute of Transportation Engineers (ITE) Trip Generation, Sixth Edition, 1997 for Single Family Detached Housing (ITE Land Use Code 210). A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the study site. These trip generation values account for all site trips made by all vehicles for all purposes, including commuter, visitor, recreation, and service and delivery vehicle trips. According to the Issaquah School District No. 411, children who will live in the project will attend the following schools: Apollo Elementary at 15025 S.E. 117`h St., Maywood Middle School at 14490 168th Ave S.E., and Liberty High School at 16655 S.E. 136th Street. K04222 RP r Kevin Simmons, P.E. Centex Homes April 29, 1998 Page - 5 — Figure 6 shows the estimated trip distribution and the calculated site-generated traffic volumes. The distribution is based on the characteristics of the road network, existing traffic volume patterns, the location of likely trip origins and destinations (employment, shopping, social and recreational opportunities), expected travel times, and previous traffic studies. Figure 6 shows that all trips to and from the east will use 154th Ave. S.E. whereas trips to and from the west on S.E. 128th St will be divided between 154`h Ave. S.E. and 148th Ave. S.E. FUTURE TRAFFIC CONDITIONS WITH PROJECT Figure 7 shows the projected future PM peak hour and average daily traffic volumes with the proposed project. The site-generated PM peak hour traffic volumes shown on Figure 6 were added to the projected background traffic volumes shown on Figure 5 to obtain the Figure 7 volumes. Table 1 shows calculated LOS for 2000 with the project conditions at the pertinent road intersections. SIGHT DISTANCE AT THE SITE ACCESS ROAD The King County Road Standard requires 750 ft. of entering sight distance (ESD) and 550 ft. of stopping sight distance (SSD) for a design speed of 55 mph. The posted speed limit of 45 mph is equivalent to a design speed of 55 mph per King County Traffic Division. The ESD at the proposed site access road exceeds 1000 ft. and the SSD exceeds 550 ft. in both the east and west directions along S. E. 128'h Street. TRAFFIC IMPACT MITIGATION REQUIREMENTS King County's Mitigation Payment System (MPS) is utilized to provide funding for transportation improvements. The County is divided into 457 zones for which a residential fee has been pre-calculated. This project is located in MPS zone #443 which has a fee of $2,614 per single family unit. The current MPS fee for the 112 single family units the Windwood development minus the one existing single family home on the site is estimated to be $290,154. A two way left turn lane is recommended to be constructed on S.E. 1281h St. at the site access road. This will allow vehicles to turn left into the site without blocking eastbound traffic. It also will provide a lane for vehicles turning left out of the site to merge and accelerate with eastbound traffic. Currently S.E. 128th St. is four lanes wide K04222 RPT Kevin Simmons, P.E. Centex Homes April 29, 1998 Page - 6 — with no middle turning lane at the site access location. As shown in Table 1, the LOS for left turns exiting the site would improve from F to B if the proposed two way left turn lane is constructed. It is also recommended to widen 148th Ave. S.E. to provide separate left and right turn lanes on the southbound approach to the intersection with S.E. 128th Street. Currently it is a single lane approach so that left and right turning vehicles are combined in one lane. By providing separate turning lanes, all of the available gaps in traffic on S.E. 128`h St. can be utilized by left and right turning vehicles from 148`h Ave. Southeast. The proposal adds five (5) southbound right turns but no southbound left turns to this intersection; therefore, the proposed widening of 148th Ave. S.E. is appropriate mitigation for the proposal. CONCLUSIONS AND RECOMMENDATIONS We recommend that the Windwood project be constructed as shown on the site plan with the following traffic impact mitigation measures: 1. Provide frontage improvements along S.E. 128th St. to meet King County Standards. 2. Construct a two way left turn lane with appropriate tapers on S.E. 128th St. at the site access road to facilitate left turns into and out of the site. 3. MPS fee contribution for zone #443. 4. Widen 148th Ave. S.E. at S.E. 128th St. to provide separate approach lanes to S.E. 128th St. No other traffic mitigation should be necessary. If you have any questions, please call Vince Geglia or me. Very truly yours, TRANSPORTATION PLANNING & ENGINEERING, INC. 1/7--kece_. VJG:es Victor H. Bishop, P.E. President K04222.RPT. t TABLE 1 WINDWOOD TRAFFIC IMPACT ANALYSIS PM PEAK HOUR LEVEL OF SERVICE SUMMARY INTERSECTION EXISTING PROJECTED PROJECTED 1998 2000 W/O 2000 W/ PROJECT PROJECT Site Access 154'h Ave NA NA A 5.6 A 1.11 S.E./S.E. 128th St. (F 117.1) '(B 9.9)' S.E. 124th St./ A 0.2 A 0.2 A 0.5 148th Ave. S.E. (A 3.6) (A 3.6) (A 3.7) 148th Ave. S.E./ A 3.3 B 5.2 B 6.5 A 4.62 S.E. 128th St. (F 68.0) (F 110.2) (F 136.0) (F 195.8)2 144th Ave. S.E./ B 5.1 C 22.0 C 24.3 S.E. 128th St. 0 Number shown is the average stopped delay in seconds per vehicle for the intersection as a whole, which determines the LOS for intersections per the 1985 Highway Capacity Manual, 3rd Edition updated 1994. (XX) LOS and delay for minor side street approach at an unsignalized intersection. LOS and delay with two way left turn lane constructed on S.E. 128th St. at site access. 2 LOS and delay with separate left and right turn lanes on 148th Ave. S.E. at S.E. 128th St. to separate the turning traffic flows. With separate lanes on the sidestreet, the delay shown is for left turns only and therefore is higher then a single lane approach where left and right turns are averaged together. K0,1222 H/ I -,7\ 41471, 6 : .164'. ..kliil , .. 1 , _7---fl'_ . rtithet ", • ' '11111111 • i P.,!. ;,, , r ' W. cr-f\T lt „TA? 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"i _``�y M th a4#- -/+I .4 1 i s t 9s;'3 Sr I R� :': .£�" `�y a° A".,t..�� ,,�war t`t ' -- r a1 f'I ,;'t14 t\t ��.., NPl.• ':.�•ti-.;;'' a: !•1 s2?e 1 = I 24 I JoAr7 1if _ =—i ._......_.'o { A&Lt y e 0 kSI____I-4:t n x 1 19 lk t .- :`*V r I •"�..yi,,, h k j I #rl4ik` �Tt�F r F-K�:.: riou ._ TO \ I:.ri rya -'• l `r1 I.i` c<< :.Ii i rRh �i REHiOH 2.... .• :, .jR'�::. r-,,,1.-•--,-t' FA'I RWOOD I •F I i I w��E 169 .,,,,,cu.....,!. ,t.=• it 7 (LEY f •- ?':' .. ' x Al • % nza - r Job R• �q- I .1'•''v ,• ° ��.�) TR.#r I ,«iN.- •1 I^ EY.•-moo" i I 6 ±® rx +un. • _s�_ use n..n•..-s�7•,«,... -/, .•`+�- Y';t Er r ,�, w •�gl� x 1 "Reproduced with permission granted by THOMAS BROS. MAPS®. This mop is copyrighted by THOMAS BROS. MAPS®. It is unlawful to copy or reproduce all or any port thereof, whether for personal use or resole, without permission. All rights reserved." / VICINITY MAP ( \ FIGURE WINDWOOL) ; 1 TRAFFIC IMPACT ANALYSIS y • 1 1 1a1 I • I .(, •Il e;•h y III ; �,.. N • /• .�S \ r 1�. , 11 , �. . 4 n _ r i Q I it. r • ._t ` 5 t Z i fe ,?q t, t �J 111 ., r't 4 .It z... ; • ) c3 i4l 1—'ri y—+�ry IQ_.c.' a Is! R i-F _' - _ •41H Sr ---77-----, ,' . SE`124 ' S • ,' ,.— -—L L I` TT '— ,- —'— ;1 .,�.r. a';-' y-N-.e '—I —.- 5 ,•,_ k• .% r. itr:--_-1p=r— ,•,_.I_,r— 1~;-.r �,_ 4—'— ..,r.r_ n t . . ,!� M mow''., 4 ei :=K %h C7, I< to ,-- It% ,, ell 1 , , rr , 1 -�%-j, ---I L R sElzerHsr 9 •- ,a I • 1 1 1 14.1 ,IV ` `` ; 4 I: 1i) 41J- ! F .1 . ,•`\, \ `,,p SE 127rHST .I1 1 ,ol F R t , A cia,, (, \ 111,,\,, s,,,.. ,,, f• iiii . • 1,, ...,..,__. ‘‘.... ,,,,.._s_.:„_ .2,/_ _- 1R r l , ' RE 128111 sr FOR II HIV -I- -§ I Ea 1 w I 14 t%a_ °° I i I I Ifgq I " I ` I I I 1 FIGURE SITE hLANIif_ .... 2 r WINDWOOL I k AI I-IC IMPACT ANALYSIS LLi I vi a A > E IN y M Windwood Site c not to scale a N v 0 Private _ . � 2L o I.E Driveway 4. I S.E. 124th /17//tr/ IJ + St. l W I N Q I I t, Private I A S.E. 127th St. Driveway I I A.., Fr E 128th St. + I /� 5L s I 4L I1i 35 mph -f 45 mph I LEGEND w 0 Traffic Control Signal N 01 Stop Sign I Q N XX mph Posted Speed Limit Approach Lone & Direction XL Number of Roadway Lanes (FIGURE EXISTING CONDITIONS i (— WINDWOOD i 3 TRAFFIC IMPACT ANALYSIS v > / A Thursday / Windwood Site N 2/12/98 -c not to scale 5:00-6:00 PM -. 00 > N(Dr) �2 U 0 Private Al _ _) j I ~0_ '-2 Driveway 21 4 S.E. 124th n - 0--- ) i ( St. 0) 2� o�� 1 / w vi/ti I ZI �I E r S.E. 127th St. Private Driveway Thursday I Thursday 2/12/95 2/17/98 4:45-5:45 PM 000 II 0 4:30-5:30 PM (vr) S.E. '28th St. 1 i L I r4 00 ') --582 A.ai 23,«0 ADT 1109 1�-� f r 18,350 ADT 53-r 1108— 379—'1/4 LO.—r` rn w N I > Q LEGEND I X—► PM Peak Hour Traffic Volume & Direction u5 X ADT 1996 Average Daily Traffic Volumes 1998 PM PEAK HOUR TRAFFIC VOLUMES ,� (-FIGURE WINDWOOD 4 TRAFFIC IMPACT ANALYSIS ) \ w cri a Windwood Site N XD not to scale - > NRro ‘.._2 v w Private _ ) .-3 a Drivewoy oy t S.E. 124th . 7f -- St (1) CC I 6 Q I < Iw1 00) �I _ _ S.E. 127th St. Private Drivewoy • 1 cool N-0 e0 S.E. 128th St. i I 685 )' 96 LI —679 �1 25,990 ADT 1139 I Ii t159- 18,5900 ADT 380-'1/4 it 0) rn r) w v) Q ° LEGEND oX-- PM Peak Hour Traffic Volume & Direction X ADT Average Daily Traffic Volumes ^( FUTURE PM PEAK HOUR TRAFFIC VOLUMES WITHOUT PROJECT (FIGURE� WINDWOOD , 5 TRAM= C IMPACT ANALYSIS ,/ \ 9 wA t, 0 < N Windwood Site N 85 not to scale — >, yr v cn Private I r5 0/ Driveway r S.E. 124th o St. (i) / 4i N ti Q t_ v- in /— S.E. 127th St. Private Driveway I I4 52% I—20 S E 128th St. A -3 55% ; f-18 25% 39~ so-- 30—1 PM ENTER 72 EXIT 41 ,--' TOTAL 113 w vi LEGEND X--o- PM Peak Hour Traffic Volume & Direction XX% Trip Distribution Percentage / I PM PEAK HOUR TRIP GENERATION AND DISTRIBUTION i "' FIGURE� WINDWOOD I / 6 TRAFFIC IMPACT ANALYSIS w vi > jQ Windwood Site N not to scale cNr;- N..._10 v cn Private _ ) ;--? o _� 2 Driveway oy S.E. 124th C — a r o St. rn— / 4i 7/' vi o a a L 0 r S.E. 127th St. Private Driveway I 000l t 0 ctn S.E. 128th St. )1 I —995 -6 99 ,I 97 /2/A0 26,580 ADT 1_s Ni A 1178 I I? 114a 30—1 18,870 ADT 380—N 0-0 1159-1" M W vi Qi r . Q Q LEGEND oX --► PM Peak Hour Traffic Volume & Direction \ _ . X ADT Average Daily Traffic Volumes ( FUTURE PM PEAK HOUR TRAFFIC VOLUMES WITH PROJECT / 1i/'1_} FIGURE WINDW00D r 7 \ TRAFFIC IMPACT ANALYSIS I T 2Traffic Count Consultants, Inc, 13623 184th Ave NE,Woodinville,WA 98072 Phone:(425)861-8866 FAX: (425)861-8877 • Turning Movement Diagram 3 • _14i ›, -c - 0+. 2 .c a SE 128th St 0 SE 128th St A 795 -;600.- 684 2284 84 ' 1 1489 1109 •1126 . • l :. i.. 195 ---1 17 w . ^'213 Check x�i =676- Out .�2385. • %HV' :PHF Intersection: SE 128th St @ 144th Ave- SE.: EB t,.01.4%. ;-0.96 -x6., 'r, ` ,fat .A �rt w Location...Renton-' t ,4 ,,, - z, t0:0%% ;...91 1 1 :, Date of Count fThurs 2/12/98`�• - NB.0.9%. a'0 90 ' .; Peak Pend 4.45 P -• . ,x 5.45 P- ., ., •,--],� t SB n/pper' n/ , ' r• _ Checked By ms [ ��� ' 4 ""fntersectiorr 03% 0.91 s-- A"X,er • R..- YTi1 f R. i4 J ' / ...0 _S�..•,: tY u�lCcf1#1da 1Yh OttUlattett %a ms11-.-J .+�t0Fi1.C.d . ..JJ ITR.w-y.. it t ' 3,- • • 7r. c{ v.^P r �.: 3 <..-s T..•e1 'en rL'dst.3'`}I* rs' �a`^r4F-f.4 W'fi� •�Fizir—o.,. .r.as r +n. ..- J ;: _ -rf .A. ..sii{E'rf' .$ r - ti, 44•i �•* -c- :y :'..)l'ittitt1t r1i!.: 1:. ".s .t.L'WaletitWi.41 ti-•,didiFiilff'4.P 'A`d i • .,T t T .a..' : '�a t.1?4:17.�4" Prepared roc-TP&E -b ; r..>. ,r Y- t yr_ _. - v.M 1 71-4 -^•r r-. 't 4 • 7' ?" i741.17 r._r-4f Ti•'!.,r.. F'._„"..174"Tir.7-" 'sT c TM98-73rsalS Z./Neil x .. a . 1r a a : t-, .-. a _+!a r? 1 - .' t e4 ! z. .4' '• n cy • ,t a r'sir-+,Y tV.e-•r .Gf2 sr s‘,f^tti.r4ss t-T1i n 4 p.-. 1.4 Ye3...1+ .. �c Fi-.r ...0 Yi n� t M r7 "42 : % %':y 0, ti: JdYl v :-4-1. r: r4'^[-� TF V7, en-,-t i 3 : t�w4YlC i� ' � J �t , .0 , ^,rf�.ire fi .t? 2 k x, lz K' y: K cr �..t ,rr .T ry. � Ar } 44 l4r - u • :i f 4ta • ..r.,,} j• a .xi rv+r-i.♦ L� 8}(.xAj Aft � ✓,.;,. t'�' i 7.. •s•,--"" : <t-.`. _tack,*• i'�' .: ,r Yi 4 S a x7'- SCi fLp4..ri:vtvir i ,t'e#4 "s� S�1tel 4f,J7.f " .rA:. t .'s'-2C'c t%Y ? -' - _ •vvr ,:v.fiu.�� f t � t•t's k4�..i L :"�1f.1AI,�. 1 n_, TC2 Traffic Count Consultants, Inc. 13623 184th Ave NE,Woodinville,WA 98072 Phone:(425)861-8866 FAX:(425)861-8877 Vehicle Volume Summary Intersection: SE 128th St @ 144th Ave SE Date of Count: Thurs 2/12/98 Location: Renton Checked By: ms Time From North on(SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval private driveway 144th Ave SE SE 128th St SE 128th St Total Ending at T L S R T L SRTL SRTL SR 4:15 P 0 0 0 0 0 42 0 9 0 26 170 0 2 0 262 74 583 4:30 P 0 0 0 0 0 40 1 ' 8 0 17 154 0 3 1 241 90 ' 552 4:45 P 0 0 0 0 1 41 0 2 0 20 167 0 6 2 278 69 579 5:00 P 0 0 0 0 0 39 0 6 0 28 147 0 2 0 280 91 591 5:15 P 0 0 0 0 1 57 0 2 0 11 153 0 1 0 279 86 588 5:30 P 0 0 0 0 0 49 0 6 0 15 143 0 3 1 272 91 577 5:45 P 0 0 0 0 1 50 0 ' 3 0 30 157 0 ' 0 0 278 111 629 6:00 P 0 0 - 0 0 0 ' 42 0 8 0 10 155 0 2 0 269 82 566 6:15P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:OOP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 0 0 0 0 3 360 1 44 0 157 1246 0 19 4 2159 694 4665 4:45 P to 5:45 P Peak Hour Summary Total 0 1 01 0 0 2 1 195 0 17 0 84 600 0 6 I 1 1109 379 2385 Approach 0 212 684 1489 2385 %HV n/a 1% 0% 0% 0% PHF n/a 0.90 0.91 0.96 0.95 Legend: T=Number of heavy vehicles (greater than 4 wheels) L=Left-Turn S=Straight R=Right-Turn HV=Heavy Vehicles PHF=Peak hour Factor(Peak hour volume/(4*Highest 15 minutes)) Prepared For. TP&E TM98 73z TC2 Traffrh Count Consultants, inc. 13623 184th Ave NE,Woodinville,WA 98072 Phone:(425)861-8866 FAX:(425)861-8877 Turning Movement Diagram c C 167 y • 73 94 Private Rd - 2 3 - SE 124th St /1 2 /1 2 4 0 4 6 2 10 r JiS " : 0 90 3 . w cn Check 174, 72 93In .. ,_ . . ., j - ] Out 174 -_. • • Sig { Yk�' .l . %HV • PHF ... Intersec ion:148th Ave @ 124th St EB 0.0% :;0 33 �, ovation .Renton • WB ',0.0% 10.50 4.=`: Date o£Counf�Thurs 2/12/98 NB =0.0%~ :10 89 S' _ �� € cid. ° ', PeakiPeriod_ rr - 5:00 P 6 00 P SB 0.0% F<0 79� - k �r n �' * 'aNat6w5 Checked Bye ms`"sxs' .,.h f J Intersection "0.0%: >0 89 7.r. M�NI.4c (• .rtif','hb 1'1-�j ,, •- �: iYt+y ) t 1 V .-7--;T- � '4' y �'dv �ru, .ik - ..v-tuEv z. 4x „k c `"` Forte &Er . .:��, _ •.. ,,., e.. } 4147-Y... �T?i m. t .S. Prepared ':r_ ; .'T -.-.-F„,„... ,y :57 ✓y�1 'St7il. ",:."� s .-.d'f • ?'rflV. t ''y.'y'.y F .. a� ,'t7E. 75Z - ' ,j • • .? Y 'sk s-•.,Y at ✓`v . a.�v" • -:i.- i. � �t fff� , -.' may.�t -�-�i4..; �_, , sr . � ' .. �f ( 514 r y'? 'y q�fi-. S' Ya. { , �4 f �v Yt Y ( 1„ ;� I -",""Ti„, ? .. �i,,y Y "%Fhe^.y ' ! ' fy.,�y sy{� ,ottb,yam}p , .3 1. e r t �Y . 1 ""% h �r ,2 r�za1YR.!PAT,";:.*-A'A- a. r,f.. ..ri�y���yt ��l` r` y �y ' •� .,.,i;."�. ,S • - �:. I (({ i-, - •;y4-y a.Z,�''"-j 4 7Q' ..01,4 g/�1•`W'i�'+%Ai t ... :;i Ht i+t:'•. � .4 y IVJ{/^'{'•�ill4�+-r�ky`+"G'!J'� .4w▪ . _ .. 1.- v,y.i I V a. 1 ...7.14.7.W. S I ,frt x .H - -r t ., - �� M' TF'r.J"I b is r,} I �.Lrt-J. .7lf"i!' 'a: .-'rn 19't,• i fl•at "ir„�1�; .� { �+X"' 11 ', 4 T r.� n. - r.Lh. x<:di:�i rTd17f�F .»•,tE,d �C�f=�. TC2 Traffic Count Consultants, Inc. 13623 184th Ave NE,Woodinville,WA 98072 Phone:(425)861-8866 FAX:(425)861-8877 Vehicle Volume Summary Intersection: 148th Ave @ 124th St Date of Count: Thurs 2/12/98 Location: Renton Checked By: ms Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval 148th Ave SE 148th Ave SE SE 124th St Private Rd Total Ending at T L S R T L SRTL SRTL SR 4:15 P 0 1 16 1 1 0 14 1 0 0 0 0 0 0 0 ' 0 33 4:30 P 0 2 19 1 1 0 19 0 0 0 0 2 0 1 0 1 45 4:45 P 2 2 21 0 0 0 16 0 0 0 0 0 1 0 , 0 1 40 5:00 P 0 0 14 0 0 0 13 0 0 0 0 1 0 1 0 0 29 5:15P 0 0 23 0 0 0 16 2 0 1 ' 0 1 0 2 0 1 ' 46 5:30 P 0 0 15 1 0 0 24 0 0 1 0 0 0 0 . 0 0 41 5:45 P 0 2 11 0 ' 0 0 24 1 0 0 0 0 0 0' 0 0 38 6:00P 0 1 19 1 0 0 26 0 0 0 0 1 0 0 0 1 49 6:15P 0 0 0 0 0 0 ' 0 0 ' 0 0 0 0 0 0 0 0 0 6:30P 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 0 0 0 6:45P 0 0 0 0 0 ' 0 0 0 0 ' 0 0 0 0 0 0 0 0 7:OOP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 2 8 138 4 2 0 152 4 0 2 0 5 1 4 0 4 321 5:00 P to 6:00 P Peak Hour Summary Total 0 I 3 68 2 0 0 90 3 0 2 01 2 0 2 0 2 174 Approach 73 93 4 4 174 %HV 0% 0% 0% 0% 0% PHF 0.79 0.89 0.50 0.33 0.89 Legend: T=Number of heavy vehicles(greater than 4 wheels) L=Left-Turn S=Straight R=Right-Turn HV=Heavy Vehicles PHF=Peak hour Factor(Peak hour volume/(4'Highest 15 minutes)) Prepared For: TP&E T1498-751 TC2 Traffic Count Consultants, Inc. 13623 184th Avenue NE,Woodinville,WA 98072 Phone: (425)861-8866 FAX:(425)861-8877 Turning Movement Diagram C 158 • 85 73 4 - - , • SE 128th Ave 42 43 SE 128th Ave • • /1 20 n 624 582 602 1785 - - 1753 ..•...6f J .-.- - ...- 1161 1108Y , . , 1151 .. • eck , ;: • Out , 1848 , Intersection 148th Ave SE @ SE 128th Ave EB 0 8% :0.93' r, i, ;,<t ,M 4 Location Renton: WB w;0 3%` 0.93 ix Date of Count h 2/12/98 - NB n/a� '`n/alt w y)z�` y�2 Mk .� 1 �', ...1 aA no r,.`y}Y,yt4,4 . s }n5 r .1 i i T.h't• ; SSk71�, Peak Penodt,: 4:30 P 5 30 • $B -.0.0%- 0�79 .a r x ...1'y<"X.7'1'? ii•.vL'r, '. �zt••!3: yry 6'".;�^.k� £.,�.3' '1a-t`'r 1 Mi ti tr 4r Checked By�.KgryP c , :? Intersection A0.6%' 0.97 -� -�* ,,.,;_ :<� , 1..^ ,w i:: .. �;, 3,L' {'t-J':< d .".r y1.91 nr�-stir �•"r r :i+'i� r, 9 tw... u� • lez /0. qt,,,.. :..}�ZeRtif..;.. asq• r{:Xi.=33L t�,usttr N.�i..tx.'<.-.cce 3 i�ek ..+ atat:M 't,;s mow: L,� i 1- _ ��u7a� cs• i rtr f..di.+e�_ .: „ 'nwasY'''' 'iWa.<.rya'Ir'v:n: Ya"'! .n'rr^r-r �*riwit' 4.-.Aei rpi• r. .rigtifr:- Prepared.For.-TP&E'':' ,,=7 �r _f --w• -----tt ,�w r tG z a », s:.. s mare t* - � .> 'aT 1XREq s"+f.52� 4339+..�'F' _ _- . .-- _-,,-,.-..�_..TM98-z7y..1.,�, ---.--• - - V.�J1GYrt(.+YL` rR'fiL rj-KrY .. 3.tr zq K-e, r 4 tgot.!:ti XY= _,r r �s*rwi'3r , 3' • y :• • . ^ ♦.t Ys! �.1-1 • %, si*s ri it .,r �L, � 1 };-sEs e. .'�etr., .2' I. • •a• nor • F y ifs 3 4r,i -- ,. s- �{!` < . c. gc•�1,�:J , ; _ , Y... - :r- r 2 TC Traffic Count Consultants, Inc. 13623 184th Avenue NE, Woodinville, WA 98072 Phone:(425)861-8866 FAX:(425)861-8877 Vehicle Volume Summary Intersection: 148th Ave SE @ SE 128th Ave Date of Count: Th 2/12/98 Location: Renton Checked By: Kg Time From North on(SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval 148th Ave SE n/a SE 128th Ave SE 128th Ave Total Ending at T L S R T L SRTL S R T L S R 4:15 P ' 0 4 0 14 0 0 0 0 0 0 161 2 2 ' 17' 239 0 437 4:30 P 0 9 0 10 0 0 0 ' 0 0 0 139 ' 6 2 ' 9 244 0 - 417 4:45 P 0 14 0 13 0 ' 0 0 0 1 0 154 8 4 10 275 0 474 5:00 P 0 5 0 6 0 0 0 0 0 0 141 3 2 8 295 0 458 5:15 P 0 13 0 12 0 0 0 0 1 0 155 3 1 16 245 0 444 5:30 P 0 11 - 0 11 0 0 0 ' 0 0 0 132 6 2 19 293 0 472 5:45 P 0 2 - 0 8 0 0 0 0 0 0 149 4 0 16 259 0 438 6:00 P 0 11 0 10 0 0 0 0 0 0 145 7 0 22 265 0 460 6:15P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 0 6:45P 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 7:00 P 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 0 69 0 84 0 0 0 0 2 0 1176 39 13 117 2115 0 3600 4:30 P to 5:30 P Peak Hour Summary Total 0 1 43 1 0 42 0 1 0 j 0 I 0 2 0 1 582 20 9 1 53 11081 0 1848 Approach 85 0 602 1161 1848 %HV 0% n/a 0% 1% 1% PHF 0.79 n/a 0.93 0.93 0.97 Legend: T= Number of heavy vehicles(greater than 4 wheels) L=Left-Turn S=Straight R=Right-Turn HV=Heavy Vehicles PHF=Peak hour Factor(Peak hour volume/(4*Highest 15 minutes)) Prepared For: T P& E TM9B (/y = I _ _— — ._ H - - , —�- �_ Legend i i- 1 1 Post-It'Fax Note 7671 �"E. -Z h 7 imps Co. 7 Prey' 6 g 9 - /t/3 1 1� r yZ$-ys3 - 7/SO Fax41 cc W T D --I, 17) --r-5-- -\\ 1 CN - r 1 , ..SE t 28th St. '•''IN . .5qo 1 X ; 70o 152o a 113o • r Ja o I, Volumes � �� I � n/Streets wtth Names ' I L , CO I > - - 1 0 CM COESI a umwsit„. irik, 1- - - 1 CAII CAI 6N 024 OJZ u J rs i. 1 J lj I '''..2 i 1 1 — ( lir*II 1= I k t TP&E Data Request TCM Approach Volumes H(;;; : IJnsir,nal i ;ed Intersections Release 2 . 1c 2h;X . HCO fake 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville , 11. ;1251 1 -'2083 Ph : ( 904 ) 392--0378 Streets : (N-S ) 148 TH Avh: Sh: ( 1,:-W ) ;h: 124'1'11 .;'I' Major Street, Direction NS I.en>;th of Time Analyzed 15 (min ) Analyst. VC Date of Analysis 2/20/98 Other Information h:X I S'I' I NC PM I'h:AI< Two-way Stop-controlled Intersection Northbound Southbound Eastbound Westbound L 'I' H. I, 'I' Ir. I, 'I' 9 I, 'I' H. No. Lanes ti > 1 < O 0 > 1 . 0 0 > 1 . 0 0 > 1 . O Stop/Yield N N Volumes 0 90 a ; 3 58 (l 2 ; 2 (i 2 "H F 1 1 1 1 1 1 1 1 1 I 1 1 trade O 0 1) 0 AC' s (%) 'u/ttv ' s ( ) ; V ' s ( /n ) i i I'CK' s 1 . 10 1 . 10 ; 1 . 10 1 . 10 1 . 10 ; 1 . 10 1 . 10 1 . 10 Ad.lust.ment. Factors iehicle Critical Follow--up Maneuver (lap ( t,g ) Time ( t,f ) ,eft. Turn Major Road 5 . 00 2 . 111 Li .Oht. Turn Minor Woad 5 . 50 2 . 50 'I'hrou>yh Traffic Minor Road 6 . 00 3 . 30 .eft. Turn Minor Road 6 . F,0 8 . 40 HCS: Ons i gna l i zecl Intersections Release 2 . 1c . 1c 2Kx . IiCO Page 2 • Worksheet. for 'I'W-;(: Intersection Step 1 : WI' from Minor Street. WH KU Conflicting Flows : (vph ) 92 69 Potential Capacity: (pcph ) 1244 1278 Movement Capacity: (pcPh ) 1244 1278 I'roh. of Queue-Free State: 1 . (lO I . 00 Step 2 : I,'I' from Major Street. SP. NH Conflicting Flows : (vph ) 93 70 Potential Capacity: (pcph ) 1548 1 588 Movement Capacity: (pcph ) 1548 1588 Proh. of Queue-Free State: 1 . 00 1 . 00 'I'H Saturation Flow IZat.e : (pcphpl ) 1 700 1700 k'I' Saturation Flow Rate: (pcphpl ) 1700 1700 Major I,'I' Shared I,a.ne I'roh. of Queue-Fre.e. State: 1 . 00 1 . (l() Step :i : 'I'H from Minor Street. WH H,I; :onflicting Flows : (vph ) 164 165 Potential Capacity: (pcph ) 895 894 Capacity Adjustment Factor 1ue to Impeding Movements 1 . 00 1 . 00 .,vement Capacity: (pcph ) vi),i 892 )'roh. of Queue-Free State : 1 . 00 1 . 00 tep 4 : I,'I' from Minor Street WH ER Conflicting Flows : ( vph ) 164 164 Potential Capacity: ( pcph ) 851 851 da_jor I,T, Minor 'I'H Impedance Factor: 1 . 00 1 . 00 Adjusted Impedance Far.tor: 1 . 00 1 . 00 :apac i t.v Ad_just.ment. Factor due to Impeding Movements 1 . 00 I . 0tl Movement. Capacity: ( pcph ) 848 841 Intersection Performance Summary Avg. Flow Move Shared Total 95u; Hate CapG�111P.I1P. Approach MovementCap Delay I,engl-h I.OS (pcph ) (poph ) (Poph ) (sec:/veh ) ( Del .y - -- --- ----- veh ) fGer./veh j M:li I. 2 848 > --- - - ----- h:H 'I' 0 892 > 1020 h:H It 2 :i . fi () . () A 3 . 5 1278 WH I. 2 848 > WH 'I' 0 89: > 1009 WH lf. 2 1 244 > a . h 0 . 0 A 3. 6 NH h 0 1688 2 sH 1, :i 154ti 2 . a O . (� 0.0 2 . 3 0 . 0 A 0. 1 Intersection Delay = 0. 2 S,ec/veh HCS : IJns i final i 7ed Intersections Release 2 . 1c 2 h'WO. HCI) Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville , H. 32611 -2083 Ph: ( 904 ) 392-037R Streets: (N-S ) 14RTH AVE SE ( h:-W1 SE 124TH S'I' Major Street. Direction . . . . NS I,ength of Time Analyzed . . . 15 (min ) Analyst. VG Date of Analysis 1/27/98 Other Information FUTURE WITHOUT PROJECT Two-way Stop-controlled Intersection Northbound Southhound Eastbound Westbound I. 'I' R ; I. 'I' U. I. 'I' U. I. 'I' H. No. Lanes ; 0 , 1 < 0 ; 0 > 1 < 0 0 > 1 . O 0 > 1 < 0 Stop/Yield ; N ! N ; Volumes 0 94 : ! : 71 O 2 0 2 I'Hl 1 1 1 ! 1 1 1 ; 1 1 1 ; 1 1 1 Grade 0 0 0 O '';' s (A) ' ' .J/FHV ' s (%) CV ' s ( ) ' ' I'C h:' s ; 1 . 1 0 ; 1 . 1 0 1 . 1 0 1 . 1 O 1 . 1 0 ; 1 . 1 0 1 . 1 0 1 . 1 0 Adjustment. Factors Vehicle Critical Follow-up Maneuver Gap ( t.� ) Time ( t.f ) Left. Turn Major H.oad 5 . 00 10 Right Turn Minor Road 5 . 50 2 . 60 Through 'Traffic Minor (toad 6 . 00 3 . 30 heft. Turn Minor Road 6 . 50 3 . 40 / H(;;i : I)ns i anal i zed Intersections Ir,e 1 eH s- 2 . 1 c: 2 FWO. 11Cl) I' e 2 Worksheel. for 'I'WS(: Int.erp;ect.ion Step 1 : RI' from Minor Street. WH KU Conflicting Flows: (vph ) :76 72 Potential Capacity: (pcph ) 1238 1 273 Movement. Capacity: (pcph ) 1238 1273 I'roh. of Queue-Free State: 1 .00 1 .00 Step 2 : Ill' from Major Street. SH NH Conflicting Flows: (vph ) 97 73 • Potential Capacity: (pcph ) 1541 1582 ' Movement Capacity: (pcph) 1 541 15R2 Prob. of Queue-Free State: 1 . 00 1 . 00 'I'H Saturation Flow Rate: (pcphpl ) 1 700 1 700 RI' Saturation Flow Rate: (pcphpl ) 1700 1700 Major 1,'I' Shared Lane I'roh. of Queue-Free State: 1 . 00 1 . 00 Step 3 : 'I'H from Minor Street. 1J1; KR :onflictina Flows: (vph ) 172 172 .'otential Capacity: (pcph ) RRR Y;;Fi Capacity Adjustment Factor hie to Impeding Movements 1 . 00 1 . 00 lovement Capacity: (pcph ) 884 884 I'roh. of Queue-Free State : 1 . 00 1 . 00 itep 4 : I,'I' from Minor Street. WH ER Conflicting Flows: (vph) 172 172 'otential Capacity: (pcph ) 842 842 Major LT, Minor 'I'H Impedance Factor: 1 .00 1 . 00 Adjusted Impedance Factor: 1 .00 1 .00 :apaci ty Adjustment Factor due to Impeding Movements 1 . 00 1 .00 • Movement Capacity: ( Pc:ph ) 839 839 1111i I 01,11i1. 1 I "Attll I 111,t1•Nt!l:I. I (III., fI.( I t-:r.i..,t, z. . . , Intersection Performance Summa ry Ave: . 95% Flow Move :Dwi red Total (,)neue Approach Hate Cap Cap Del ay 1,enl..h 1,():-; Del ay Movement. ( peph ) (peph ) ( peph ( seeiveh ) (veh ) ( !-;eciveh ) I, --, ,.. 82!) ‘,- 1,:li 'I' 0 884 > 1011 :i . ti 0 . 0 A hi F', H. ,_.'' 1 2 7 3 > WP, I. 2 829 WV; 'I () 884 > 1000 2 . 6 0 . () A - 2 . 6 W ht ht 2 1228 > NFi I. 0 1582 2 . 2 0 . 0 A () . () SP, I, 2 1541 2 . 2 0 . 0 A 0 . 1 I ntersect i on Del ay = O . 2 seciveh HCS: 1)ns i .final i zed Intersections Release 2 . 1c 1 KX . 11CC) Page 1 Center For Microcomputers In Transport.ati on University of Florida 512 Weil Hall Gainesville. I h 32I 1 1 -20x:i Ph: ( 904 ) 392-0378 Streets: (N-S) 148'I'H AVE SI': ( K-W) SK 128'I'H ST Na.lor Street Direction H:W I.enitth of Time Analyzed 15 (min) Anal vgt V(: Date of Analysis 2/20/98 )ther Information EXISTING PM TEAK I'wo-way Stop-controlled Intersection Eastbound Westbound Northbound Southhound "o. Lanes ; 1 2 0 ! i) 2 : 0 li 0 (i 0 > C) . 0 top/Yield ; .olumes 53 11014 ! 582 20 43 12 V H N' 1 1 ! 1 1 1 1 ade i I) ! 0 ! 1 0 (%) Sti/RV's (%) (%) I '(;Ws ; 1 . 10 ! ! 1 . 10 1 . 1C) Adjustment Factors P.hic1P. Critical Follow-up la.neiiver Cap ( t.0 ) Time ( t.f ) .eft Turn Major )toad 5 . 50 2 . 10 tight Turn Minor Road 5 . 50 2. 6C) Through Traffic Minor Road 6. 50 3 . 30 Left Turn Minor Road 7 . 00 3 . 40 (ins i Ana l i zed I ntersec:t. i nns Release 2 . l c: 1 KX . 11Cl) Page 2 Worksheet for '1'WSC Intersection Step 1 : HT from Minor Street. NH 5H Conflicting Flows: (vph ) -- _--291 Potential Capacity: (peph ) !i.:{h Movement Capacity: (peph ) 986 I'roh. of Queue-Free State : 0 . 95 Step 2: I,'I' from Major Street. WH h:li :onflicting Flows: (vph) 582 _'otential Capacity: (pcph) 835 Movement Capacity: (peph) 835 'rob. of Queue-Free State: 0 . 93 Step 4 : 1,'1' from Minor Street NH SH Ionflicting Flows: (vph) 1743 'otent i al Capacity: (peph ) 81 Major I,'1'. Minor TH Impedance Factor: 0 . 93 A.lusted Impedance Factor: 0. 93 l:apaci ty Adjustment Factor le to Impeding Movements 0. 93 ....vement Capacity: (peph ) 75 I nl ersoc:I. i on Performance Summary Ave. 95% Flow Move Shared Total Queue - Approach Rate Cap Cap 1)e l ay I,en,gt h 1,()5 Delay ovement (pcph ) (peph ) (peph ) (sec/veh ) (veh ) ( saes/veh ) I, 47 75 . --- 1 :iv Li .0 3 . 2 F 68. 0 45 9X6 , H I, 5;; 835 4 . 6 0. 1 A 0. 2 Intersection Delay = a . a sec:/ve i ICS: tinsignat ized Int.ersecl.ions H.elcase 2 . 1c 1VW(). HCO Page 1 • .:enter For Mi c:rocomput.ars In Transportation University of Florida 12 Weil Hall ai nesvi lie , VD 3261 1 -'2083 Ph : ( 904 ) 392-0378 II treet.s : ( id-5 ) 1 481TI AVF SF ( f: W ) SF 1 23'I'I1 S I ajor Street. Direction . . . . h:W I,ent.h of Time Analyzed . . . 1 5 ( min ) nal yst. VC ate of Analysis 2/20/98 Other Information FUTURE WITHOUT I'H.O.I I:(;'I' 'wo-way Stop-controlled Intersection F asthoun-i ! West-.hound ! Northbound ! Southbound I. 'I' if. ! I. 'I' U. ! h 'I' H. ! I, 'I' It ' ---- --- 1 . banes ! 1 2 0 ! 0 2 . O ! 0 0 0 ! (i , 0 . 0 Stop/Yield V Y ! ! „-domes ! 59 1114 ! 679 21 ! ! 45 14 1F ! 1 1 ' 1 1 ! 1 1 ._..^a.de ' O ! U ! ! (F M„ ' s ( ) ! ! ! H.V ' s (% ) ! ! ! ! ' ' s (%) ! ! ! I'Ch:' s ! 1 . 1 () ! ! ! 1 . 10 1 . 10 Adjustment. Factors Vehicle Critical Follow-up Maneuver Car) ( t> ) Time ( t.f ) I ft Turn Major 'Load 5 . 50 2 . 1 0 Id ht. 'Turn Minor Road 5 . 50 2 . 60 rou.>;h Traffic Minor (load Fi . 50 3 , 20 I ft. 'Turn Minor H.oad 7 . 00 3 . 40 ""S : Uns i n i l i zed Intersections Release 2 . 1c 1 FWO.HCO Pile 2 Worksheet. for TWSC Intersection Step 1 : k'I' from Minor Street. i O SR Conflicting Flows : ( vph ) 340 Potential Capacity: (Pcph ) 931 Movement, Capacity: (pcph) 931 I'roh. of Queue-Free. State: 0. 95 Step 2 : I,'1' from Major Street. WO H,I. Conflicting Flows: (vph ) f179 Potential Capacity: (pcph) 741 Movement Capacity: (PcPh) 741 l'roh. of Queue-Free State: 0 . 91 Step 4: I,'I' from Minor Street NO SO :onflicting Flows: (vph) 1852 'otential Capacity: (pcph ) 69 Major I,'I'. Minor 'I'H Impedance Factor: 0 . 91 1djusted Impedance Factor: 0 . 91 :apaci ty Ad-justment Factor 4ue to Impeding Movements 0 . 91 ✓ement. Capacity: (pcph) F Intersection Performance Summary Avg . 95% Flow Move Shared Total Queue Approach Rate Cap Cap I)el ay I,e.n,gth h{)S I)el ay ovement (pcph ) (pcph ) (pcph ) (sec/vPh ) (veh ) ( sec/vPh ) SH I, 50 fi:i > 116 110. 2 4 . 1 F 110 . 2 H k 48 931 > L'H I, 65 741 5 . 3 0. 2 0 . 3 Intersection Delay = 5 . 2 sec/veh ,..;.S: (Jnsi >;nalized Intersections Release. 2 . 1c 1FWSI.H.'I'L. H(;Q Page 1 Center For Microcomputers In Transportation University of Florida. 512 Weil Hall Gainesville , h'I. :i2Ei11 -20 3 Ph: ( 904 ) ;12-0378 Streets : (i'J-S ) 148'I'H AVE SF, ( h:-W ) SE 128'('Ii S'i' Major Street. Direction KW Length of Time Analyzed 15 (min ) Analyst V(; Date of Analysis 2/20/9 Other Information FUTURE WITH PROJECT WITH SI; RIGHT 'I'(1RN LANK AI)I)EI) Two-way Stop-controlled Intersection Eastbound Westbound Northbound Southhound 1. '1' U. ; I, 'I' k ; I, 'T H. ; I, 'I' Ir. Jo. banes 1 2 () () 2 «) 0 0 0 1 ti :;top/Yield ; Y ; V ! . Volumes 69 1144 ' 697 21 ; ' 45 49 'HE 1 1 1 1 ' 1 1 :rade 0 t1 i)_ M(;'s (%) ; /RV ' s (%) ! , 4 's (%) .'Ch:' s 1 . 1 Q 1 . 1 (i 1 . 1 (3 Adjustment Factors - ehicle Critical Follow-up Maneuver Gap ( t.;;' ) Time ( t.f ) eft 'Turn Major Road 5 . 50 2 . 10 Right 'Turn Minor Road 5 . 60 2 . 60 Through Traffic Minor Road f . 5u a „0 eft. 'Turn Minor Road 7 . 00 a 40 HCS : Hnsi n i1 i zed Intersections Release 2 . 1c 1 hW-HI.TL. IICt) PAe:e Worksheet. for TWSC Intersection Step 1 : H.'I' from Minor Street. NH SR 1:onflictink Flows : (vph ) 348 Potential Capacity: (pcph ) 923 Movement Capacity: (pcph ) 923 Prob. of Queue-Free State : (). 94 step 2: LT from Ma.ior Street WH VI; r:onflicting Flows: (vph) 697 'otential Capacity: (pcph ) ' 724 .Iovement Capacity: (pcph ) 724 • Prob. of Qrueuue-Free. Stale : 0. 90 Step 4: I,'1' from Minor Street NB SN. Conflicting Flows: (vph) 1910 'otenti al Capacity: (pcph ) 54 la.ior LT. Minor TH Impedance Factor: 0 . 55 1djust.ed Impedance Factor: 0 . 90 :apaoi ty Adjustment Factor due to Impeding Movements 0 . 50 ".vement Capacity: (pcph ) 57 • Intersection Performance Summary Avg . 95% Flow Move Shared Total Queue Approach Date CAP Cap Delay Length hOS Delay lovement. (pcph) ( pcph ) ( pcph ) ( sec/veh ) (veh ) (sec/veh ) 5H I. 50 57 195 . 8 2 . 9 F 95 . 9 NH It 54 923 4 . 1 0 . 1 A 4H I, 76 724 5 . 6 0 . 3 H 0 . 3 Intersection Delay = 4 . 6 sec/veh (;S: HnsiQnali ;ed Intersections Release 2 . 1c 1h:X . 1ic0 I'aQa 1 • iter For Microcomputers In Transportation University of Florida. 12 Weil Hall ai nesvi l l e , FL :i261 1 -'2083 Ph : ( 904 ) 392-0378 treet.s : (N-S ) 148'I'H AVE SF: ( i:-W ) si: 128'1'11 S'I' ._ajor Street. Direction . . . . KW Length of Time Analyzed . . . 15 (min ) nal yst VC ate of Analysis 2/20/98 Other Information K;i I ti'I'I N(: PM PFAK "'wo-way Stop-controlled Intersection Kasthound Westbound Northbound Southbound I. 'I' FL ; I. 'I' IF. ; I. 'I' II I. 'I' W. 1. Lanes 1 2 0 ; 0 2 : O ; 0 i) I) 0 ; 0 , 0 Stop/Yield ; Y ; Y ! volumes 5:i 1108 582 20 ; 43 42 �F 1 1 1 1 ; 1 1 'ade. 0 0 0 MC's (%) i/Itv ' s (i) ' ' I'CN:' s ; 1 . 10 ; 1 . 10 1 . 10 Ad.just.ment. Factors Vehicle Critical hollow-up Maneuver Cap ( t. ) Time ( tf ) ft 'Turn Major Road 5 . 51) 2 . 10 Right. Turn Minor Load 5 . 50 2 . 60. rough 'Traffic Minor Road 6 . 50 3 . 30 I ft. Turn Minor Road 7 . 00 :i . 40 m,:. . „fi:. i t;na i , ,.r,i i ii I.e-1 rtir.0 i. i uiiti i.r. i r.: ‘, . 1 r: I l.A . r,I,u Worksheet. for 'I'W'SC Intersection ep 1 : HT from Minor Street. NH SB Conflict.inv Flows : (vph ) '291 Potential Capacity: ( pcph ) 985 Movement. Capacity: (pcph ) iivh I'roh. of GWue.ue.-I ree. State : 0 . 95 Step 2 : I.'I' from Major Street WH Ili Conflict.in Flows : (vph ) 583 Potential Capacity: (pcph ) 835 Movement. Capacity: (pcph ) 835 Prob. of Queue-Free State : 0 . 93 Step 4 : III from Minor Street NH ;'B Conflict.irW Flows : (vph ) 17.13 Potential Capacity: (pcph ) 81 Major LT, Minor 'I'H Impedance Factor: 0 . 93 kdjusted Impedance Factor: Ij 93 1apaci t.y Ad_just.ment. Factor due to ImpedinE Movements 0 . 93 Movement Capacity: (pcph ) 75 Intersection Performance Summary Avg . :15% Flow Move Shared Total Queue Approach Hate Cap Cap Delay Length LOS Delay Iovement. (pcph ) (pcph ) ( pcph ) ( sec:/vph ) ( veh ) ( sec/vph ) SR I, 47 75 138 68 . 0 3 . '3 H' 68 . 0 H k. 46 986 FM I. 58 835 4 . 6 0 . 1 A 0 . Intersection Delay = 3 . 3 sec/veh 'S: tinsignal i ;ed Intersections Release 2 . 1c 2h;A . HCO I'aae 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Cai nesvi l l e , VI, 3261 1 -'20 i3 Ph : ( 904 ) 392-0:7i Streets: (N-S ) 1 48'I'H AVE SE ( E-W ) SE 1 24'TH S'I' Major Street. Direction NS I,enath of Time Analyzed 15 ( min ) analyst VC Date of Analysis 2/20/98 ')ther Information EXISTING PM TEAK two-way Stop-controlled Intersection Northbound Southhound Eastbound I Westbound ' h 'I' It ' I. T tr. ' I, 'I H. ; I, 'I' R No. Lanes ; 0 > 1 < 0 ; 0 , 1 < 0 O ' 1 < 0- : 0 , 1 < 0 estop/Yield ; N ; NI , olumes 0 90 :i ; 3 68 '� ' 2 0 '" 2 0 2 1W '. 1 1 1 ; 1 1 1 ; 1 1 1 ; 1 1 1 , (trade 0 ' 0 0 0 (;'s (%) , (J/1tV's (%) ; ; ; o , CV 's (%) , :' s ; 1 . 1 0 ; 1 . 10 ; 1 . 1 0 1 . 1 0 1 . 1 0 : 1 . 1 0 1 . 1 0 1 . 10 i Ad.just.ment. 1- rI ors Vehicle Critical hollow-up lneuver Cap ( La ) Time ( tf ) Left Turn Major Road 5 . 002 . 10 " i >yht Turn Minor Road 5 . 5() 2 . 60 iroi»h 'Traffic Minor Road 6 . 00 3 . 30 „eft. Turn Minor (toad 6 . 50 3 . 40 HCS : I)nsis;nal ized Intersections R.e.lease. 2 . 1c 2KX . HCO rave 2 Worksheet. for '1'WSC Intersection p 1 : R'I' from Minor Street. W'1; 1';li ;onfl ictint; Flows: (vph ) 92 69 'otential Capacity: (pcph ) 1244 1278 Movement. Capacity: ( pcph ) 1244 1278 'rob. of Queue.-Free. State : 1 . 00 1 . 00 Step 2 : LT from Major Street SH NH :onflict.ing Flows : (vph ) 93 70 'otential Capacity: (pcph ) 1548 1 588 Movement. Capacity: (pcph ) 1 548 1 588 "rob. of Queue-Free State : 1 .00 1 . 00 'H Saturation Flow Rate.: • (Pcphp l ) 1700 1 700 ..'I' Saturation Flow Rate: (pcphpl ) 1700 1700 Major h'I' Shared ha.ne. I'roh. of Queue-Free State : 1 . 00 1 . 00 Step 3 : 'I'H from Minor Street. WP, KB onflicting Flows: (vph ) 164 165 . otential Capacity: (Pcph ) 895 804 Capacity Adjustment Factor due to Impeding Movements 1 .00 1 . 00 ovement. Capacity: (pcph ) 893 892 Prob. of Queue-Free State: 1 .00 1 . 00 p 4 : h'I' from Minor Street. WH I H Conflicting Flows : (vph ) 164 164 otential Capacity: ( pcph ) 851 851 ajar 1.'1'. Minor 'I'H Impedance Factor: 1 .Of) 1 . 00 Adjusted Impedance Factor: 1 . 00 1 . 00 ipaci ty Ad.justment. Factor Sue to Impeding Movements 1 . 00 1 . 00 Movement Capacity: (pcph ) 848 848 HCS : Intersections Ireleas;e 2 . 1c: 21 lli;O ;'a•ze'e, :; Avg . 95% Flow ow Move :;hared Total Queue Approach Hate Cap Cap Delay Len th 1.0S Delay vement. (Penh ) (pcph ) (pcph ) ( see/veh ) (veh ) ( sec/veh ) H I. 2 848 ..H 'I' O 892 ; 1 020 3 . 5 0 . 0 A 3 . 5 KB H. 1278 K I. 2 848 WI; 'I' () ti:):i > 1009 3 . 6 0. 0 A 3 . 6 "K If 2 1244 ..K I. O 1588 2 . 3 0 . 0 A 0 . O SH I. 3 1548 2 . 3 0 . 0 A 0 . 1 Intersection Delay = 0 . 2 sec/veh WI NI)WOOI) U2/20/98 1 44'I'H AVE SE/SE 1 2HTH 5'I' 1 () : 4 ; : 5t; :X I ;TIN(; PM ; ICNAI,94/'I'EAI'AC1V1 h1 . 41 - Display of Intersection I'F1rnnet.P.rs . , Key: VOI,I)Mh:S -- 0 O C) WIDTHS . 0 ; . O . 0 ; ; v I•ANI<:s ' Cl ; 0 ; O ; ; -- 1 1 1 1 1 \ O . 0 0 / \ / ! \ -- 600 24 . 0 2 ; i 1 12 . 0 1 / + / 84 12 . 0 1 North 1109 12 . 0 1 -- \ I / 379 . 0 0 \ i 1 1 195 1 ; 17 i'hasi n� : SEQUENCE 11 ' " . 0 12 . 0 ; 12 . 0 I ERM V YVYY I '`5'I"I'IME = 3 . 0 sec. ; 0 1 1 OVI':it.l l' NNNN ' ' ' ' ; ; I�EAI)I,AC ICI) hi) VINI)WOUI) (12/20/98 4'PH AVE SK/SK 128'I'H S'I' 10 : 49 : 57 p.A I S'I'I NC I'M SICNAI,94 /'I'h:AI'AC[V1 I,1 . 41 - Capacity Analysis Summary nt.ersection Averaes : Devree of Saturation (v/c ) . 74 Vehicle Delay 16 . 4 Level of Service C-I q 11 ! Phase 1 ! Phase 2 ' m*/* • / ; \ <++t+ ! ++++ ! ! ; +++f v ort.h <* * +? ! 4.4*A ; ! * * + ! 44.t* * * + v ! C/C= . 141 C/C= . 726 ! c;= R. 5" ! C= 43. 5" ! ! Y+It= 4 .0" ! Y+It= 4 .0" ! ! OFF= .0% ! c)lel(=20.R% (:= 60 sec c;= 52.0 sec-'= 86 . 7% Y= Y, . 0 sec = 13. 3% Ved= . 0 sec = .0% ! Dane !Width/! s±/c: ! Service Rate ; Ad.i ! ! HCM ! I. ! 90% Max ; ' Group ! Lanes ! Ftegd Used ! (vph ) @I': ; Volume ; v/c ! Delay ! S ! Queue e. S Approach 23. 9 C It'I' ! 12/1 ! .019 ! . 158 ! 194 ! 250 ! 13 ! .052 ! 1 3 . 9 ! H ! 25 ft. ! I;I'+'I'H ! 12/1 ! . 156 ! . 158 ! 221 ! 280 ! 218 ! . 779 ! 24 . 5 ! c: ! 155 ft ! �: Approach 3 . 4 A 'I'H ! 24/2 ! . 206 ! . 742 ! 2765 ! 2765 ! 692 ! . 250 ! 1 . 6 ! A ! 75 ft. ! IT ! 12/1 ! . 471 ! . 742 ! 102 ! 122 ! 92 ! . 742 ! 16 . 7 ! Ci ! ft.25 ! J Approach 22 . 8 C 'I'H+It'I'! 12/1 ! . 736 ! . 742 ! 135:3 ! 135:3 ! 1347 ! . 996 ! 22 .8 ! *C ! 293 ft. ! I,'I' ! 12/1 ! .000 ! . 742 ! 368 ! 394 ! 1 ! .003 ! 1 . 3 ! A ! 25 ft. ! ICS: Uns i gnH l i zed Intersections Release 2 . 1e a I''11. HCO I'as40 1 Center For Microcomputers In Transportation ilniversit.y of Florida i12 Weil Hall :ai nesvi l l e , FI, 3261 1 -2083 Ph : ( 904 ) 392-0378 treets : (N-S ) 1 54'TH AVE SE ( I:-w' ) SE 1 "28'I'IH S'1' ..ajor St.reet. Direction H:W I,en.gth of 'rime Analyzed 15 (min ) ,nal yst. V(: Iat.e. of Analysis 1/27/98 - Other Information FUTURE PM I'N:AK "'wo-way Stop-controlled Intersection Eastbound Westbound Northbound Southhound I. 'I' It. ; I, 'I, H ; I, 'I' I. I. '1' H. o. banes ; 0 > 2 0 ; O 2 . O ; 0 0 0 0 > 0 : 0 Stop/Yield ; V ; Y ; volumes 30 1159 700 lti ; =15 49 'HH' 1 1 1 1 1 1 rade 0 0 0 Mc'S (%) //tV ' s ( yam) ; 1 1 s (w• ) I . 1 M , , i•(:h:' s ; 1 . 1 0 ; 1 . 1 0 1 . 1 () Adjustment. Factors vehicle Critical hollow--up Maneuver Cap ( t0 ) Time ( t.f ) eft. Turn Major Road 5 . 5(1 2 . 10 Right. Turn Minor Road 5 . 50 2 . 60 Through 'Traffic Minor Road IL 50 3 . 30 eft. Turn Minor Road 7 . 00 3 . 40 CS : Unsi na.l i zed Intersections Release 2 . 1 c 3M'W.HCO I'n n Worksheet for 'I'wsc Intersection .,tep 1 : N'I' from Minor Street NH SH onfl ictin.s; Flows: (vph ) 350 otenti al Capacity: (pc:ph ) 920 Movement Capacity: (poph) 920 'roh. of Queue-Free State: (). `)4 tep 2 : I.T from Major Street. WI; FU nnflicting Flows: (vph) '700 rtential Capacity: (peph) '722 Movement Capacity: (pcph) 722 "soh. of Queue-Free State: 0 . 95 i Saturation Flow ow Rate: (pephpl ) 3400 _A' Saturation Flow Rata: (pcphpl ) Major I.'I' Shared Lane I'roh. if Queue-Free State: 0 . 93 step 4 : I.'I' from Minor Street Nli SU )nflicting Flows: (vph) 1881) )tenti al Capacity: (pcph ) 66 Major I.T. Minor 'I'H mpedance Factor: 0. 93 lusted Impedance Factor: 0. 93 i:apaci ty Adjustment factor due to Impeding Movements 0. 93 )vement Capacity: (pcph ) 61 Intersection Performance Summary Avg . 95% 11ow Move Shared Total Queue Approach M.a.t.e Cap Cap Delay I.enQ't.h hOS Delay )vement (pcph ) (pcph ) (pcph) (sec/veh ) (veh ) ( sec/veh ) "'3 I. 50 61 118 117.0 4 . 5 I" 117 . 0 ...; R 54 920 I, 33 722 5 . 2 0 . 0 P. 0 . 1 Intersection I)e l ay = 5 . 6 sec/veh . "CS: (Jnsi .Analized Intersections Rele.A.se. 2 . lc: :1h'WI,'I'I,. HC() Page 1 enter I'or Microcomputers In Transportation University of Florida -12 Weil Hall ai nesvi l l e , FL 326 1 1 -2(i I-h: ( 9[)4 ) 392-0378 treet.s : (N-S ) 154'I'H AVE SE ( K-w) SIB: 128'I'H S'i' ajar Street. Direction VW Length of Time Analyzed 15 (min ) analyst V( ate of Analysis 3/27/98 ,,ther Information FUTURE PM PEAK WITH A TWO WAY I,'I'I, AI)I)KI) . 75V2+ . 25V5 wo-way Stop-controlled Intersection Eastbound I Westbound I Northbound I Southhound I I. 'I' R ; I. '1' R. ; I, 'I' R. ; I. 'I' I(. ---- ---- ---- ..o. banes ; 1 [) O 2 < 0 0 0 [) I 0 > 0 < ) Stop/Yield I Y ; Y of times I 31) 290 525 1 ' ; I 45 a') H I" 1 1 1 1 1 1 Crade t) 0 0 M/!'s (%) I I I I 'RV' s (%) Vas (%) I I I I 1'(;I 's I1 . 10 ; 1 . 1 0 1 . 1 0 Adjustment. Factors Vehicle Critical Follow-up "aneuver flap ( tt ) Time ( t P ) „eft Turn Major Road 5 . 5[) 2 . 10 Right Turn Minor Road 5 . 50 2 . 60 hrou.gh Traffic Minor Road 6 . 50 50 3 . 30 ft. Turn Minor Road 7 . 00 . 40 Ilnsi final i ed Intersections Release 2 . 1 c aVWh'I'I.. HC0 Page Worksheet. for 'I'IJ S(: Intersection itep 1 : WI' from Minor Street. NH SR Conflicting Flows : (vph ) 262 'otent.i al Capacity: (pcph ) 1020 Movement. Capacity: (pcph) 1020 Proh. of Queue-Free State: () . 95 itep 2 : h'I' from Major Street. NH KB Conflicting Flows: (vph ) 525 'otential (rapacity: (pcph ) 1016 1ovement Capacity: (pcph ) 896 I'roh. of Queue.-Free State : 0. 96 tep 4 : Ill' from Minor Street. NH SR Conflicting Flows: (vph ) 845 'otenti al Capacity: (pcph ) 305 1a.ior L'I'. Minor 'I'H Impedance Factor: 0. 96 1d_justed Impedance Factor: 0 . 96 1apaci ty Adjustment Factor due to Impeding Movements 0 . 96 Movement Capacity: (pcph ) 294 Intersection Performance Summary Avg . 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay l engt.h LOS Delay lovement (pcph ) (pcph ) (pcph ) ( se.c/ve.h ) (vph ) ( sec/veh ) SH I. 50 294 466 9 . 9 0 . 9 H 9 . 9 Ft 54 1020 KB h .i.i S96 4 . 2 0. 0 A 0 . 4 Intersection Delay = 1 . 1 sec/veh