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U&NUH,, % KK S A NU UA I NAVD 88 HOR/Z. NAD 8J 91 BASIS OF BEARING HOR/Z NAD 8JI91 CITY OF RENTON CPS CONTROL NETKWK HOLDING CITY OF RE7VTON MONUMENTS C.O.R.11851 (BASE POINT) AND C.O.R./7852 THE FIELD MEASUREMENTS FOR 7H/S TOPOGRAPHIC SURVEY WERE OBTAINED UTILIZING GLOBAL P09770NING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. COORDINATES ASSOCIATED WITH THIS DRAWING ARE PROJECT COORDINATES WHICH MAY BE CONVER7ED TO STATE PLANE GRID COORDINATES BY SUB IRA C7ING 100,000 ME7ERS (328,06aJJ33 FEET), THEN MUL77PLYING BY (0.99998385), 7HE INI77AL COORDINATE CONVERSION WAS PERFORMED USING THE WSPC2PD COMPUTER PROGRAM PROVIDED BY THE WASHINGTON STATE DEPARTMENT OF' 7RANSPORTA770N. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSI710N5 WERE FIELD MEASURED U77LI21NG GLOBAL POSIT70NING SYSTEM (GPS) SURVEY TECHNIQUES USING LE/CA SR 95W EQUIPMENT MONUMENT POSI77ONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CON7ROL POINTS UTILIZING LE7CA ELECTRONIC TOTAL STA77ONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES THIS SURVEY MEETS OR EXCEEDS 7HE STANDARDS SET BY WAC JJ2-130-090. ORIGINAL BENCHMARK. CITY OF RENTON- "1851" - A 3-112" DOMED BRASS DISC WITH A PUNCH MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERSECTION OF NE 47H S7REET (SE 126TH STREET) & 140TH AVENUE SE. ELEV = 398 549 SECONDARY BENCHMARKS.• TBM-A = TOP OF A RAILROAD SPIKE 1.20' ABOVE GROUND IN THE WEST FACE OF A POWER POLE W/ TRANSFORMER ALONG THE EAST SIDE OF 144TH AVENUE SE, 9.0' NORTH OF NORTH EDGE OF GRAVEL POLE SUPPORTS POWER TO HOUSE / 13016. ELEV. - 431.56 78M-B - TOP OF A RAILROAD SPIKE 1.00' ABOVE GROUND /N THE NORTH- EAST FACE OF A POWER POLE, LOCATED IN THE SOUTH WEST QUADRANT OF THE INTERSECTION OF SE 1J2ND STREET & 146IN AVENUE SE. POLE / 317969 167563. ELEV. - 420.55 LEGAL DESCRIPTION PARCEL A: 7RACT 5, EXCEPT 7HE EAST 300.32 FEET THEREOF, BLACK LOAM 5 ACRE TRACTS: ACCORDING TO 7HE PLAT ]HEREOF, RECORDED IN VOLUME 12 OF PLA7S PAGE 101, IN KING COUNTY, WASHINGTON. PARCEL S. THE NORTH 2O1.10 FEET OF THE WEST 300.32 FEET OF TRACT 8, BLACK LOAM 5 ACRE IRA C7S ACCORDING TO THE PLAT THEREOF, RECORDED /N VOLUME 12 OF PLATS. PAGE 101, IN KING COUNTY, WASHINGTON. s TRACT 3, BLACK LOAM 5 ACRE TRAC7S ACCORDING TO THE PLAT THEREOF; RECORDED fN VOLUME 12 OF PLATS PAGE 101, IN KING COUNTY, WASHINGTON. 7RACT 6, BLACK LOAM 5 ACRE 7RACT5, ACCORDING TO THE PLAT THEREOF, RECORDED /N AXUME 12 OF PLATS PAGE 101, IN KING COUNTY, WASHINGTON. TRACT 7, BLACK LOAM FIVE ACRE TRACTS ACCORDING TO 7HE PLAT 7HEREOF RECORDED IN VOLUME 12 OF PLATS PAGE 101, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 150 FEET THEREOF; AND EXCEPT THE EAST 200 FEET THEREOF THE EAST 200 FEET OF TRACT 7 OF BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 101. IN KING COUNTY, WASHINGTON;- EXCEPT 7HE WEST 75 FEET OF THE SOUTH 120 FEET THEREOF. SUBJECT TO., EASEMENT FOR THE USE OF AND INGRESS AND EGRESS TO A CERTAIN WELL LOCATED ON THE LINE BETWEEN IRA CIS 6 AND 7 OF BLACK LOAM FIVE ACRE TRACTS, AS CREATED BY INSTRUMENTS RECORDED MARCH 22, 1949 UNDER KING COUNTY RECORDING NUMBERS J886216 AND J886217. 0 SHEET INDEX 1 COVER SHEET 2-3 WA TER PLANS 4-7 WATER PROFILES 8 WA TER NOTES 9 WA TER DETAILS RECEIVtD AM - 12002 I"mdi..LN(,NH i-ARINE.RS LAC -lFUF,VU6 wA WATER DISTRICT NO, 90 Z Q O z h•. cc .y 8 a�a o A N 1 � •- a n ���I 'mil �la� MICHAEL L MA7HESON, PE PROJECT MANAGER WLUAM g0NDREY, PLS PROJECT SURVEYOR CLAY A. LPP04 PE PROJECT ENGINEER KEWN C_ THOIIAS, ALSA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 11128101 SCALE: Ha.: 1=100, vw.: EXPRES: 10/22/02 3/2 leo2 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01_ 108 , . ..:, 0- R ® 2002 TRIAD ASSOCIATES] S= NO. 1OF 9 $ 0 LO CL2, uw W LL 20 CL >� w 0 ERVICE WE .RWCE VICE a VICINITY MAP Lu NOT TO SCALE ENCHMAi TTICAL DATUM— NA AND DA T BASIS OF BEARING: HORIZ. NAD 83191 CITY OF RENTON GPS CONTROL NETWGRK HOLDING CITY OF RENTON MONUMENTS C.O.R.11851 (BASE POINT) AND C.O.R.11852 THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE OBTAINED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. COORDINATES ASSOCIATED WITH THIS DRAWING ARE PROXCT COORDINATES WHICH MAY BE CONVERTED TO STATE PLANE GRID COORDINATES BY SUBTRACTING 100,000 METERS (328, 083 3333 FEET), THEN MUL77PLYING BY (0.99998385), THE INI77AL COORDINATE CONVERSION WAS PERFORMED USING THE WSPC2PO COMPUTER PROGRAM PROVIDED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POS177ONS WRE FIELD MEASURED U77UZING GLOBAL POS1770NING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY 7EC1-INIQUES WERE TIED INTO THE CONTROL POINTS UTTUZ/NG LEICA ELEC7RONIC TOTAL STAT70NS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. ORIGINAL BENCHMARK: CITY OF RENTON- 01851" .= A 3-112" DOMED BRASS DISC WITH A PUNCH MARK ON CONCRETE S7REET SURFACE AT THE CONSTRUCTED INTERSECTION OF NE 47H STREET (SE 128TH STREET) & 140TH AVENUE SE. ELEV — 398.549 SECONDARY BENCHMARKS. TBM—A = TOP OF A RAILROAD SPIKE 1.20' ABOVE GROUND IN THE WEST FACE OF A POWER POLE W/ TRANSFORMER ALONG THE EAST SIDE OF 144TH AVENUE SE, 9.0' NOR7TN OF NORTH EDGE OF GRAVEL POLE SUPPORTS POWER TO HOUSE ,4 13016. ELEV. = 431.56 79M—B = TOP OF A RAILROAD SPIKE 1.00' ABOVE GROUND IN THE NORTH— EAST FACE OF A POWER POLE, LOCATED IN THE SOUTH WEST QUADRANT OF THE INTERSEC770N OF SE 132ND STREET do 146TH AVENUE SE. POLE 1317969 167563. ELEV. = 420.55 LEGAL DESCRIPTION SEE SHEET 2 SHEE T INDEX 1 COVER SHEET 2 BOUNDARY TIE AND LEGAL DESCRIPTION 3-4 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLANS 5-6 GRADING PLANS 7 TEMPORARY EROSION AND SEDIMENTA TION CONTROL DETAILS AND NOTES 8-9 SITE SECTIONS 10-11 ROAD AND STORM DRAINAGE PLANS 12-15 ROAD AND STORM DRAINAGE PROFILES 16 FRONTAGE IMPROVEMENT PLAN AND PROFILE (JERICHO AVENUE NE) 17 FRONTAGE IMPROVEMENT PLAN AND PROFILE (NE 2ND STREET) 18 OFFSITE STORM DRAINAGE CONVEYANCE PLAN AND PROFILE 19-21 ROAD AND STORM DRAINAGE DETAILS AND NOTES 22-24 POND DETAIL SHEETS 25-26 MONUMENT LOCATION, DRIVEWAY LOCATION AND ALIGNMENT PLANS 27 CURB SHEET 28-29 SANITARY SEWER PLANS 30-31 SANITARY SEWER PROFILES 32 OFFSITE SANITARY SEWER PLAN AND PROFILE (L YONS AVENUE NE) 33 SANITARY SEWER DETAILS AND NOTES 34-36 COMPOSITE UTILITY PLANS Checked for Compliance to City Standards NG U TILI TIES SHOWN IS UA Y NOT BE A CCURA TE IT IS THE CON 77?ACTORS FIELD VERIFY LOCATION TO PROCEEDING WITH a Z Z cc LL 0 A. v V U U � 9 4 Q o g g A N h 4N"IbM M10VAEL L MATH£SON, PE PROJECT MANAGER WILUAM CCNDR£Y, PLS PROJECT SURVEYOR CLAY A. LOOMIS� PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 11121101 SCALE: HOR1Z.:1 "=100' VAT.: EXPIRES, '0/22/02 4/O/f02 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-10 8 SHEET NO. 'OF 3 6 { I r ill PC='•1+28.57 WETLAND B - L� N REGU LaA l- ED \ 8+07.56 E 3RD ST 1 WETLAND AREA 25+3�.44 LYONSA. E 46 = 097 sf D (3 WETLAN,1 ',�� t N ,I ....I �, I �-, �T 30 FILLED � � • (, .I (To be Filled) 49 D ��� . 1 �:.. (1,350 sf) x 43 - - " - - - 2 - I4 L� : N 14 .. .3b a �� N 42s ...... MITIGATION SUMMARY .:.......:. II 4 — Area Impacted W b .... ) I . p32 4 :' � `•- •• ... a FilledRequired Provided ...: _ 2 Area to b or Redesignated Mitigation 1.5:1 Mitigation 2 ,� --- . 15 i . X 4 430 — —} L�. X— n..,. 4 ... _., .,....... Wetland Area 1,350 sf 2,025 sf .N i i 42 �26:: •4 � To Be Filled 422 �2 , i ('' _ TRACT D Virtual Buffer 998 sf 1,497 sf / \ III h:II t �2c 16 aPo►v SPACEf Wetland Area .........,. L _ Pc 2+ (Redesignated) II TRACT C X ` Provide Mitigation -- -- Q .II /:.: vtr►o,� — I__... .................... l I 17 i I _ - --�' - I..� 4�4 I �ti� -- 25 :. L ; I - x 1 �v ,INT 7+49.23 LYONS'. '' i NE 2ND COURT T. 1 100.00 NE 2ND G F I _ i... X J ' 18 PT = 7+76.2 k�0 �22 : , a 21 22 2,025 sf 1,497 sf 3,522 sf FIGUERE 2 `::........ - -- PLANTING SCHEDULE FOR MITIGATION R T NE2IlD S TREE -- - 11) I SPECIES COMMON NAME QUANTITY MIN. SIZE Mws r. ma rm raorzo APMA 12' x 16' ALUMINUM SIGN i5lTH WETLAND AREA XXTM AK mw= m °To WHITE REFLEC77VE BACKGROUND. m»+oe xtt�e w+euT INSTALL ONE PER PROTECTED MLM to W COMM ��p�\ FEATURE. (SEE SIGN DETAIL, RIGHT) 432 432 EXISTING GRADE 426 t PROPOSED GRADE 426 A EXISTING EXISTING EXISTING Al UPLAND WETLAND UPLAND PLANTING PLAN SIENNA DEVELOPMENT NORTHWEST BIOLOGICAL CONSULTANTS, INC. 16410 84th Street NE, 1#D-413 Lake Stevens, WA 98258 (360) 691-4951 i7C8C4��14&147D LEGEND = Fixed monitoring point A = NGPA sign location CHAMFER AT TOP. r U1CK—SET CONCF i 9GN MUST BE S, p• MW ti AND PERMANENT) TYPE I SIGN NATnTE GROWTH PROTECTION AREA THIS WE, AND UPLAND BUFFER ARE PROTECTED TO PROVIDE WILDLIFE HABITAT AND MAINTAIN 1[ATEP, QUALITY. PLEASE DO NOT D17URB THIS VALUABLE Rr SOURCE. - SEE RECORDED PLAT FOR RESTRICTIONS MOTE.. 1. SIGNS SHALL 6E PLACED AS SHOWN ON PLAN. NATIVE GROWTH PROTECTION AREA SIGN .DETAILS GENERAL. PLANTING NOTES 1. The locations for the shrubs will be staked in the field as needed prior to planting. 2. All plant material specifications for size and condition are rninimlun requirements. The landscape contractor will provide a fiill one year guarantee on all plant material, and will be replaced, if necessary, with like size and kind. 4. The project biologist will be on -site during construction of the mitigation wetland. 5. Shrubs will be planted on 5 foot centers and herbaceous species will be planted on 18 inch centers. Shrubs will be planted in clusters to provide a more natural appearance. 6. Mulch rings will be located around. each planting hole and gill be at least 3 inches deep. 7. Lathe stakes will be used to locate each plant during years 1 through 3. Shrubs Rubus spectabilis Salmonberry 50 2 GAL. Acer circinatum Vine maple 40 2 GAL. Cornus stolonifera Red -osier dogwood 40 2 GAL. Herbaceous Carex obnupta Slough sedge 75 plugs Trees Populus trichocafpa Black cottonwood 10 6' to 8' min BUFFER AREA Shrubs Acer circinatum Vine maple 75 2 GAL Sambucus racemosa Red elderberry 75 2 GAL. Symphoricarpus albus Snowberry 75 2 GAL. Herbaceous Polystichum munitum Sword fern 25 1 GAL. Pteridium aquilinum Bracken fern 25 1 GAL. Gaultheria shallon Salal 50 1 GAL. Trees Thuja pheata Western Red cedar 15 6' to 8' min. Acer macrophyllum Big -leaf maple 15 6' to 8' min. Pseudosuga menziesii Douglas fir 10 6' to 8' min. Recommended Seed mix: An erosion control seed mixture will be applied at a rate of 80 pound per acre as ground cover prior to installation of any shrubs or herbaceous species. The mix will be composed of a native seed mix appropriate for wetlands and buffers and will include redtop (-20%), red fescue (-40%), and white clover (-40%). TRIAD ASSOCIATES r 1.01 � I 1 -- ° AD i { o `ram t �o OPEN SPACE MITIGATION AREA -` ' \ WEMAND "A" G11 FIGURE 3 PLANTING PLAN � °L 62 r Z-;7 / . . . . lea`. SCALE: 1" = 20' 0 10 20 40 / ! y PLANTING SCHEDULE FOR MITIGATION AREA SPECIES COMMON NAME QUANTITY MIN. SIZE SYMBOL ! ,t. . . . . l WETLAND AREA . ' \ Shrubs j 1 \ Rubus spectabilis Salmonberry L \ Acer circinatum Vine maple Cornus stolonifera Red -osier dogwood . i \ Herbaceous Carex obnupia Slough sedge I Trees ! ! Populus trichocarpa Black cottonwood / BUFFER AREA Shrubs Acer circinatum Vine maple BUFFER AREA 1 Sambucus racemosa Red elderberry I Symphoricorpus albus Snowberry . . . � . . . . Herbaceous . . . . . . 41 ` _ __ __ Polystichu,n munitum Sword fern }! Pteridium aquilinum Bracken fern . . . . . � \ \ Gaultheria shallop Salal Q ` Trees ! Thuja plicata Western Red cedar / Acer macrophyllum Big -leaf maple ! Pseudosuga menziesii Douglas fir 11814 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481fax 800.488.0756 toll free www.triadassoc.com O a m 50 2 GAL. O 40 2 GAL. 0 40 2 GAL. 75 plugs 0 10 6' to 8' min. 0 75 2 GAL Q 75 2 GAL. 75 2 GAL. 0 25 1 GAL. [� 25 1 GAL. 50 1 GAL. 15 6' to 8' min. 0 15 G to 8' min. 10 6' to 8' min. Recommended Seed mix: An erosion control seed mixture -,,.ill be applied at a rate of 80 e I ! pound per acre as ground cover prior to installation of any shrubs or herbaceous species. �J The mix will be composed of a native seed mix appropriate for wetlands and buffers and / I will include redtop (-201/o), red fescue (-40%), and white clover (-40%}. I.......... ! GENERAL_: PLANTING NOTES 1. The localions for the shrubs will be staked in the field as needed prior to planting. 0 . . . . 1 2. All plarn. material specifications for size and condition are minimum requirements. i J . . . . 3. The landscape contractor will provide a full one year guarantee on all plant � I . . . . ` material, and will be replaced, if necessary, with like size and kind. •• 4. The project biologist will be on -site during construction of the mitigation wetland. ' . . . . . . . . ( 5. Shrubs will be planted on 5 foot centers and herbaceous species will be planted ° \ on 18 inch centers. Shrubs will be planted in clusters to provide a more natural �•• .:: appearance. \ 6. Mulch rings will be located around each planting hole and will be at least 3 inches deep - 7. Lathe stakes will be used to locate each plant during years 1 through 3. I i 46 47 48 49 31 a LLJ z MICHAEL L. MA7NESON, PE PROJECT MANAGER W MAY CONDREY, PLS PROJECT SURVEYOR CLAY A. LOOMM PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: SCALE: 110=:1 "=10' Vw.: N/A STAMP NOT VALID UNLESS SIGNED AND DATED m DoW 00 JOB NO. 0 1— 1O8 a Z SHEET NO. 0 © 2002 TRIAD ASSOCIATES SHORT Pll , A 7 M , CITY OF' `F" LEGEND o MAIL BOX E CB (TYPE 1) ;� LIGHT POLE O STMH (TYPE 11) M GAS VALVE OS SANITARY SEWER MH TELEPHONE CABINET _2 N WATER VALVE ® WATER METER SERVICE -6- FIRE HYDRANT D -o- UTILITY POLE E— GUY WIRE ' SOUTH 5th STREET �n Wa_,L45-W ST 315-3 �9 rx a W ,_,_ PROPOSM SI GN CONIFER TREE TO REMAIN DECIDUOUS TREE TO REMAIN CONIFER TREE TO BE MOVED DECIDUOUS TREE TO MOVED EX C3 440 2t!5-12 O _ o -------- --- ------------------------------------- IW i-r aNOWN .r„ ---------- -------------------- — ----- — --- Ex M a _ „.w 16 ua_25-W_u :-J.00' 3d. 0mu' oc cc I I f 1 LOT 24 W CL _ as' -in I O SMITHERS 3rd ADD TO RENTPON ' � � 1 O I I I I VOL 10 PAGE 96 I 1 1 00 i i 1 I f I 11 LOT 1 II d 1 CYCLONE FENCE : 3b.A0 � N 89- 5-47" ,E 119.9-r , , o f ; 0 1 C- 1 0. WOOD FENCE4� 11 o LOT° `"r" ` N 1 ; I `' N 89'45'47'-'to __ �- F _ - _ - - - ; ' M LOT - -- - fro o $ (� 1 1 Ni10 �' 1 L 1® M 1 1 --- -- N 89*45T40" d1 b M w LOT` 0 C p CV i, 1 p 1 LOT 3 , 119.E WOOD R ` o FENCE �4-CYCLONE FENCE \ 0 p; SYafner N I I I 1 I 11 I 1 w �u] 1 1 LOT 4 a .� S 67FENCE"9.96� LOT 21 ,.,`Q= SMITHERS 3rd ADD FORON ENTP'30.00>• o, aut ( VOL 10 PAGE 96 I ST Wq RECORDING NO. 30 0 15 30 SCALE: 1 inrh VOL./PAGE 60 120 PORTION OF SE 1 /4 OF THE SE 1 /4 OF SEC 18, TWN 23 N, RG 5 E, W. M LUA—XX—XXX—SHPL LNO—XX—XXX SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: JULY 2005 BASIS OF BEARING: SMITHERS AVE S (SOUTH 00*13' EAST) BENCHMARK: CITY OF RENTON MON #1920 FOUND 3" BRASS DISK STAMPED "EN-61 1973" IN THE SIDEWALK ONTHE WEST SIDE OF RAINIER AVENUE SOUTH. LOCATED ON THE NORTH SIDE OF SOUTHERLY DRIVEWAY TO BUILDING AT 604 RAINIER AVE S ELEVATION 27.87' (8.494m) NAVD 1988 SITE BM=NORTH RIM OF SSMH LOCATED AT THE SW AREA OF SITE ELEVATION = 30.14' LEGAL DESCRIPTION LOTS 22 AND 23, BLOCK 37, SMITHERS THIRD ADDITION TO THE TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS,PAGE 96, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON TAX LOT #784030-0155 WONG SHORT PLAT j947 TOUMA ENGINEERS507 SMITHERS AVE S. RENTON, WA 98055 WEST VALLEY EXECUTIVE PARK DWN. BY DATE JOB NO. 6632 SOUTH 191ST PLACE, SUITE E-102 •KENT WA 98032 PHONE (425) 251-0665 FAX (425) 251-0625 DAN T. JUNE, 2005 898-001-051 EXPIRES - 6/22/07 CHKD. BY I SCALE I SHEET 1 1 MHT 1" = 30' OF t VOL/PG SIENNA POR NEW OF NE 1/4 , SEC 15, TVIP 23 N, RGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SEPT EMBER 2002 DEDICATION KNOW ALI. PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN 7HE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTA71ON OF 7HE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID S7REETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIM17ED TO PARKS, OPEN SPACE, UTILJ77ES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR EN77TY OTHER THAN THE PUBLIC FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING 717LE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST CITY OF RENICK ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED TO THE ADJACENT LANDS OF THIS SUBDIVISION BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS WITHIN THIS SUBDIVISION. 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 PROPERTY WITHIN OR WITHOUT THIS SUBDIVISION RESULTING FROM THE ALIERA77ON OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOW, OR IN ANY FASHION CAUSED BY 7HE APPROVAL OR CONSTRUCTION OF THIS SUBDIVISION. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. CONNER HOMES COMPANY, A WASHI TON ORPORATION BY:I/ C ITS: ACKNOWLEDGMENTS BANK OF AMERICA, N A, A NATIONAL BAN ING ASSOCIATION B Y: au - ITS: to ( AS LENDER ONLY, OT AS OWNER ) STATE OF WA HI TDN COUNTY 0= I CERTIFY I OW OR HAVE SATISFACTORY EVIDENCE THAT -*KD _ SIGNED THIS INSTRUMENT, ON OATH STATED THAT AUTHORIZED TO EXECUTE THE IN UNIENT AND ACKNOWLEDGED IT AS THE v A#6 _ CONNER HOMES COMPANY, A WASHINGTON CORPORATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURP SES MENTIONED IN THE INSTRUMENT. DATED � a � E. (l, SIGNATURE OF . `� NOTARYBLIC Cr MY APPOINTMENT EXPIRESi4 T t_Z �! STATE OF WASHINGTON COUNTY OF K% V I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT G'�4 A rykOOQf-, AND _ SIGNED THIS INSTRUMENT, ON OATH STATED TTH CTHHEY )r� AUTHDRIIq&ictleZE TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE BANK OF AMERiCA, A NATIONAL BANKING ASSODAiiON, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED_ • 3O • aOo �► _ n12, SIGNATURE OF NOTARYY PUBLIC TIT F R4tPLNMY APPOINTMENT EXPIRES SOV • 1211 EASEMENT PROVISIONS AN EASEMENT IS HEREBY GRANTED TO CITY OF RENTON, PUGET SOUND ENERGY, KING COUNTY WATER D157RICT 90, OWEST, AND AT&T CABLE SERVICES AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS EXCEPT THE WEST FRONTAGE OF L07S 1, 7, 8 & 56 IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLE, PIPELINE, AND WIRES WITH THE NECESSARY FACIU77ES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND 07HER PROPERTY WITH ELECTRIC, 7ELEPHONE, GAS, CABLE TV SERVICE, SEWER AND WATER, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL 71MES FOR THE PURPOSES STATED. EASEMENT FOR THE CONS7RUC770N, REPAIR, RECONSTRUC77ON AND MAINTENANCE OF DRAINAGE FACILITIES ARE HEREBY CREATED AND ESTABLISHED FOR THE BENEFIT OF THE ABUT77NG LOT OWNERS, OVER, ACROSS, AND UNDER THE TWO AND ONE -HALF FEET IN WIDTH OF 774E POR77ON OF EACH LOT ABUTTING A LINE COMMON WITH ANOTHER LOT OR TRACT. NO STRUCTURE, PLAN77NG OR OTHER MATERIAL WHICH MAY DAMAGE OR INTERFERE WITH THE INSTALLARGIN AND MAINTENANCE OF U77LI71ES OR FACILITIES OR WI-I1CH MAY CHANGE THE DIREC77ON OF FLOW OF DRAINAGE CHANNELS IN 774E EASEMENTS, OR W-11CH MAY OBSTRUCT OR RETARD 774E FLOW OF WATER THROUGH 714E DRAINAGE CHANNELS IN THE EASEMENTS SHALL BE PLACED OR PERMITTED TO REMAIN WITHIN ANY OF THESE EASEMENTS. THE PORTION OF THESE ':ASEMENTS ON EACH LOT SHALL BE MAINTAINED BY THE OWNER OF 7HE LOT, EXCEPT FOR THOSE IMPROV _MENTS WTHIN THE EASEMENTS THE MAINTENANCE FOR W-11CH A PUBLIC AUTHORITY, U77LITY COMPANY, OR THE COMMUNITY ORGANIZATION ARE RESPONSIBLE. A PRIVATE LANDSCAPE EASEMENT IS HEREBY CREATED AND ESTABLISHED OVER, ACROSS AND UNDER POR77ONS OF LOTS 56, 1, 7, 8 AND 20 AS DEPICTED ON SHEETS 4, 5 AND 6 HEREIN, TO PROVIDE FOR THE CONSTRUCRON REPAIR, REPLACEMENT, RECONS7RUC7I0N AND MAINTENANCE OF COMMON LANDSCAPING IRRIGATION, FENCING, ENTRY WALLS AND APPURTENANCES TO BE OWNED BY 774E SIENNA COMMUNITY ORGANIZA77ON ("GRANTEE ). 774E GRANTEE SHALL BE OBLIGED TO MAINTAIN THE LANDSCAPING, IRRIGA71ON (IF ANY), FENCING, ENTRY WALLS AND APPURTENANCES THERETO, INSTALLED BY THE DEVELOPER OR SUBSEQUENTLY BY THE GRANTEE WITHIN SAID EASEMENT AND WTHIN ADJACENT PUBLIC RIGHTS -OF -WAY THIS GRANT OF EASEMENT MAY BE 7ERMINATED BY A COURT OF COUPETENT JURISDICTION UPON A FINDING THAT THE GRANTEE HAS MATERIALLY DEFAULTED #4 SUCH GRANTEES OBLIGA77ONS UNDER THIS GRANT OF EASEMENT. APPROVALS CifY OF RENTON APPROVALS CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS -j-ff{ DAY OF 0( 2002 . ADMINIS OR CITY OF RENTON EXAMINED AND APPROVED THIS MAYOR DAY OF , 2002. ATTEST CLERK OF THE COUNCIL CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE 1 HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREON CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBUC USES ARC ck:D IN FULL IS DAY OF _ °,. 2002. o FINANCE DIRECTOR I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THERE ARE NO DELINQUENT EASU SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL'o ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HERE414 ®�%71G? e� , CONTAINED, DEDICATED AS STREETS, ALLEYS OR OTHER PUBLIC USE ARE PAID IN FULL. THIS DAY OF 2002. ,-, �`' G � DIRECTOR DEPUTY L:P..QTM. NT OF AR,SF'SS' ENTS EXAMINED AND APPROVED THIS DAY OFZ22/", KING COUNTY ASSESSOR DEPUTY ASSESSOR COVENANTS SEE DECLARATION OF PROTECTIVE COVENANTS FOR SIENNA AS RECORDED UNDER RECORDING NO. C 01(0 0 9 oca l S S" RECORDS OF KING COUNTY, WASHINGTON ALL LOTS At TRACTS W4THI;J THIS PLAT ARE SUBJECT TO 7HE SIENNA COMMU./7Y ORGAP:IZATTOf. ESTABLISHED IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID SIENNA COMMUNITY ORGANIZAT70N RECORDED UNDER RECORDING NO. ;kO02-009(3t�? S� RECORDS OF KING COUNTY, WASHING TON. DECLARATION OF COVENANT 774E OWNER OF THE LAND EMBRACED WITHIN THIS LONG PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUB--9/0510N, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS LONG PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION ]HEREOF THIS COVENANT SHALL RUN WT14 114E LAND AS SHOWN ON THE LONG PLAT. COUNTY RECORDING OFFICIALS INFORMATION BLOCK (WAC 332-130-050) LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF SIENNA IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AS REQUIRED BY STATE STATUTES; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; THAT THE MONUMENTS SHALL BE SET AND LOT AND BLOCK CORNERS SHALL BE STAKED CORRECTLY ON THE GROUND, EXCEPT AS NOTED, THAT I FULLY COMPLIED WITH PROVISIONS OF THE STATE AND LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING. - __ /_ _yo�fto� G JU , PROFESSIONAL LAND FICATE NO- 22335 TRIAD ASS ATES 11814 115TH AVE. NE. KIRKLAND, WASHINGTON 98034 PHONE: (425) 821-84-48 RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON THIS DAY OF 2002. AT MINUTES PAST __M. AND RECORDED IN VOLUME OF PLATS, PAGE(S) RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS RESTRICTIONS < 0 NO LOT OR POR770V OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF �-- OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY POR77ON OF THIS PLAT SHALL BE LESS THAN THE AREA SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. 1101 NV CITY OF RENTON, KING COUNTY, WASHINGTON �^ 11814115fiAve. NE LJ \ IG*WW, WA 98034-8823 MAD425.821.8448 425.821.301 im ���� CITY OF RENTON FILE NO. LUA-02-051-FP ASSOCIATES ��,Mr1�07%fate JOB NO 01-108 SHEET 1 OF 7 LND-10-0389 L r =I 1 11:4 ilk Ll "AL POR NE 1/4 OF NE W , SEC 15, TWP 23 N, RGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SEPTEMBER 2002 LEGAL DESCRIPTION GENERAL NOTES (CONTINUED) PARCEL A: TRACT 3, BLACK LOAM FIVE ACRE 7RAC7S ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON. PARCEL B: TRACT 5, EXCEPT THE EAST 300.32 FEET THEREOF, BLACK LOAM FIVE ACRE TRACTS ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON. 7HE NOR TV 201.10 FEET OF THE WEST 300.32 FEET OF TRACT 8, BLACK LOAM FIVE ACRE TRACTS ACCORDING TO THE PLAT THEREOF; RECORDED IN VOLUME 12 OF PUTS, PAGE 101, IN KING COUNTY, WASHINGTON. PARCEL C: TRACT 6, BLACK LOAM FIVE ACRE TRACTS ACCORDING TO THE PLAT THEREOF; RECORDED IN VOLUME 12 OF PLATS PAGE 101, IN KING COUNTY, WASHINGTON. PARCEL D: TRACT 7, BLACK LOAM FIVE ACRE TRACTS ACCORDING TO THE PLAT THEREOF', RECORDED IN VOLUME 12 OF PLATS PAGE 101, IN KING COUNTY, WASHINGTON,• EXCEPT THE WEST 150 FEET 7HEREOE• ALSO EXCEPT THE EAST 200 FEET THEREOF PARCEL E: THE EAST 200 FEET OF TRACT 7 OF BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO 774E PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON, • EXCEPT THE WEST 75 FEET OF THE SOUTH 120 FEET THEREOF PARCEL F: (HOSE POR77ONS OF VACATED LYONS AVENUE NORTHEAST (ALSO KNOWN AS 146th SOUTHEAST) WHICH WERE VACATED PURSUANT TO THE CITY OF RENTON ORDINANCE NUMBER 4959, A COPY OF WHICH ORDINANCE WAS RECORDED UNDER RECORDING NUMBER 20020607001156, WHIP; PORTIONS ATTACHED TO THE ABOVE DESCRIBED PARCELS A,B,C,D AND E BY OIPERA77ON OF LAW. GENERAL NOTES 1. INSTRUMENTATION FOR THIS SURVEY WAS A 1 MINUTE THEODOLITE AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 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 LINE EXTENSIONS. C) SET 1/2" x 24" REBAR WITH CAP "LS NO. 22335" AT ALL REAR LOT CORNERS. D) STANDARD CITY OF RENTON MONUMENT IN CASE TO BE SET BY ME AS INDICATED. 3. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE SIENNA HOMEOWNER'S COMMUNITY ORGANIZATION UNLESS THE CITY OF RENTON HAS ADOPTED A MAINTENANCE PROGRAM. 4. 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 PUBUC 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 RENTON DEVELOPMENT SERVICES DIVISION, 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 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 ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. 5. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION AND ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY RENTON DEVELOPMENT SERVICES DIVISION. 6. ALL BUILDING DOWN SPOUTS, 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 CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. 7. TRACTS "A" AND "D" OPEN SPACE/ LANDSCAPE HEREBY CONVEYED TO THE SIENNA COMMUNITY ORGANIZATION AND SHALL BE MAINTAINED BY THE SIENNA COMMUNITY ORGANIZATION. 8. TRACT "C" IS A DETENTION AREA TRACT, HEREBY CONVEYED TO THE SIENNA COMMUNITY ORGANIZATION AND SHALL BE MAINTAINED BY THE SIENNA COMMUNITY ORGANIZATION. 9. TRACT "B" IS A WETLAND/SENSITIVE AREA TRACT HEREBY CONVEYED TO THE SIENNA COMMUNITY ORGANIZATION. 10. 7HE PR/V47E ACCESS AND UTILITY EASEMENT GRANTED OVER AND UPON LOTS 23 AND 25 IS FOR 774E BENEFIT OF LOTS 24 do 25. LOTS 24 do 25 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCT70N OF THAT POR77ON OF 7HE PRIVATE STORM DRAINAGE SYSTEM, SANITARY SEWER SYSTEM, W47ER SYSTEM, PHONE AND CABLE TV SYSTEMS ALONG WITH ALL ACCESS IMPROVEMENTS USED IN COMMON. 11. THIS NOTE HAS BEEN REMOVED. 12. 7HE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 2 IS FOR THE BENEFIT OF LOT 1. LOT 1 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUC71ON OF THAT PORTION OF 7HE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 1. 13. 7HE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 4 IS FOR THE BENEFIT OF LOT J. LOT 3 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCAON OF THAT POR71ON OF 7HE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT J. 14. 7HE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 10 IS FOR THE BENEFIT OF LOT 9. LOT 9 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUC7ION OF THAT POR71ON OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 9. 15. 7HE PR/VAIF STORM DRAINAGE EASEMENT WITHIN LOTS 12 AND 13 IS FOR THE BENEFIT OF LOTS 11 AND 12. LOTS 11 AND 12 SHALL BE RESPONSIBLE FOR 7HE MAINTENANCE, REPAIRS AND RECONSTRUCAON OF THA T PORTION OF THE PR/ VA TE STORM DRAINAGE SYSTEM USED NV COMMON. VOL/PG 16. THE PRIVATE STORM DRAINAGE EASEMENT WI7HIN LOTS 15 AND 16 IS FOR THE BENEFIT OF LOTS 14 AND 15. LOTS 14 AND 15 SHALL BE RESPONSIBLE FOR 7HE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT POR77ON OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 17. 7HE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 20 IS FOR THE BENEFIT OF LOT 19. LOT 19 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONS7RUC770N OF THAT POR77ON OF 7HE PRIVATE STORM DRAINAGE SYS7EM SERVING LOT 19. 18. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 21 IS FOR 7H£ BENEFIT OF LOT 22. LOT 22 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUC7ION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 22. 19. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 26 IS FOR THE BENEFIT OF LOT 27. LOT 27 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT POR77ON OF 7HE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 27. 20. THE PRIVATE STORM DRAINAGE EASEMENT W17HIN LOT 28 IS FOR 7HE BENEFIT OF LOT 29. LOT 29 SHALL BE RESPONSIBLE FOR 7HE MAINTENANCE REPAIRS AND RECONSTRUC7ION OF THAT POR77ON OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 29. 21. 774E PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 33 IS FOR 7HE BENEFIT OF LOT 32. LOT 32 SHALL BE RESPONSIBLE FOR 7HE MAINTENANCE, REPAIRS AND RECONSTRUC770N OF THAT POR77ON OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 32. 22. THE PRIVATF STORM DRAINAGE EASEMENT WITHIN LOT 35 IS FOR 7HE BENEFIT OF LOT 34. LOT 34 SHALL BE RESPONSIBLE FOR 7HE MAIN7ENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 34. 23. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 37 AND 38 IS FOR THE BENEFIT OF LOTS 36, 38 AND 39. LOTS 36, 36 AND 39 SHALL BE RESPONSIBLE FOR THE MAINTENANCE REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED W COMMON. 24. THIS NOTE HAS BEEN INTENTIONALLY REMOVED. 25. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 42 AND 43 IS FOR THE BENEFIT OF L0IS 43 AND 44. LOTS 43 AND 44 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUC710N OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 26. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 46 IS FOR THE BENEFIT OF LOT 45. LOT 45 SHALL BE RESPONSIBLE FOR 774E MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT POR7700V OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 45. 27. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 46 IS FOR 7HE BENEFIT OF LOTS 45 AND 47. LOTS 45 AND 47 SHALL BE RESPONSIBLE FOR THE MAINTENANCE REPAIRS AND RECONSTRUC710N OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 28. THE PRIVATE STOW DRAINAGE EASEMENT WITHIN LOTS 51 THROUGH 53 IS FOR THE BENEFIT OF LOTS 50, 51, 53 AND 54. LOTS 50, 51, 53 AND 54 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUC770N OF THAT PORTION OF 7HE PRIVATE STORM DRAINAGE SY 57EIM USED IN COMMON. 29. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 55 IS FOR 7HE BENEFIT OF LOT 56. LOT 56 SHALL BE RESPONSIBLE FOR THE MAINTENANCE REPAIRS AND RECONSTRUC7ION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 56. 30. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 57 THROUGH 59 IS FOR THE BENEFIT OF LOTS 56, 59 AND 60. LOTS 58, 59 AND 60 SHALL BE RESPONSIBLE FOR 7HE MAINTENANCE REPAIRS AND RECONSTRUCTION OF THAT PORTION CV" 7HE PRIVA7E STORM DRAINAGE SYSi'EM USED TN COMMON. 31. THE PRIVATE STORM DRAINAGE EASEMEN T WITHIN TRACT B IS FOR THE BENF_F7T OF L 0 - 62. LOT 62 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUC77ON OF 7HAT POR77ON OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 62. ACCESS EASEMENT WI7NESSE7H THAT SAID GRANTOR(S), FOR VALUABLE CONSIDERATION, RECEIPT OF W 41CH IS HEREBY ACKNOWLEDGED, HEREBY GRANTS AND CONVEYS AN ACCESS EASEMENT OVER, ACROSS, AND UPON 7HE PRIVATE' DRAINAGE EASEMENTS SHOWN ON 7HE FACE OF THIS PLAT, PER AN ENGINEERING PLAN APPROVED BY THE CITY OF RENTON, A MUNICIPALITY CORPORA71ON OF KING COUNTY, FOR 7HE PROJECT KNOWN AS SIENNA FOR 7HE CITY OF RENTON AS GRANTEE, TO ENTER UPON SAID EASEMENT(S) FOR THE PURPOSE OF 06SERWNG AND INSPECTING THE FA YLIPcc TO ASSLRE_ THAT THE OlVVca(S), THEIR SUCrr 'SORE AND ASSIGNS AvF PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACIL177ES PURSUANT TO 774E ABOVE REFERENCED PLAN AND CONTAINED WITHIN SAID EASEMENT AREA(S). THE COVENANTS HEREIN CONTAINED SHALL RUN WITH THE LAND AND ARE BINDING UPON THE GRANTOR(S), ITS HEIRS, AND ALL SUBSEOUENT7AL OWNERS) THEREOF, FOREVER. 11814 115th Ave. NE \ Katdand, WA 98034-6923 425.821.8448 425.821.3481 fa ASSOCIATES 800 468 0756 bill ire 0 JOB NO 01-108 CITY OF RENTON FILE NO. LUA-02-051-FP EXPIRES: 9/03 LND-10-0389 SHEET 2 OF 7 VOL/PG I NNA POR NE 1/4 OF NE V4 , SEC 15, TWP 23 N, RGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FOUND 3 1/2" BRASS DISC SEPTEMBER 2002 SURFACE MON W/i'UNCH MARK (10127100) FOUND 3" BRASS CITY OF RENTON MON NO. N. E, 4 T H STREET SURFACE MONUMENT 1851 W/C1R PUNCH ORIGINAL BENCHMARK FOUND KING CO. 3' BRASS SURFACE (10/27/00) 10 ELEV.=398.549 (S.E. 128TH ST.} N8B21'13'W MONUMENT W11PUNCH MARK 2642.56' GTY OF RENTON MON NO. 1852 ?647.0' (:`.AT OF BLACK LOAM) (10/27/00) 15 r---------- 1- - -- - _ _ _ - 1321.28' 10 11 N 507779.4432 I (------------_--- -_r 4' _ - - - - E 1665846.7853 I ` ���\S'tr ( I - i 1 1 1 T T — = _— __i5i I T- I I1 121j 11 1 T14 I I i l l I 1 1 I I 1 { { 26 I251 111 10 9 1$ I I N 507704.9362 -�-J L I _i--� I I L ( 7 1 E 1668469.6013 I I I I I I2 I { MORGAN PLACE( 6 + -------- + II ---------I L------------- I I I _V205 P_68--77 r-- — 5HE T 4 ot��FN.20020228001891BOUNDARY NARRATIVE: 1 I 1 N 507398.9566 2001 14 I� (- I 00-2298 AND011 108 E 1667176.9864. 1 + 56 155 54 53 52 51 / `61 �/ DYACATEo 20L — --1 z I _� 50 1 LOKEN PROPERTY AND .1oHNSON PROPERTY i ( aI I I W RIGHT OF WAY 1 5{ 3 W ) �I I I N£ 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 E- YL--1 ., W � I NE 3RD ST. TRACT � 1 9 w I 1 WM KING COUNTY, WASHINGTON Z i� i 8 �a B i MERIDIAN IS NAD 83/91 BASED ON CITY OF RENTON GPS CONTROL Lj I RAC o0 1 6 ( < I I � 2 3 a q I to �---�---1ML---i I { NETWORK AND DERIVED FROM CPS 06SERVAT1oNS ON CITY OF RENTON. W uj a j I 2 - - CONTROL POINT NUMBERS 1851 AND 1852. - - ` 44 SHEET 5 o i IZ - - 62' 600. 1 �-- - -5_ r I { PORTIONS OF LOTS 3, 5, 6, 7 AND 8, BLACK LOAM 5 ACRE TRACTS Q 4 5 >, - NE 3RD ST, 4 VOL. 12, PAGE 101, RECORDS OF KING COUNTY. WA Q w --- 46 c� I THE NORTHEAST QUARTER OF SECTION 15 WAS SUBDIVIDED USING THE _ I ,� 42 47 14 49 3t 30 n I I FOLLOWING M I OLL G ONUMEN 15• NE CORNER, 3` BRASS SURFACE MONUMENT WITH PUNCH MARK 9 tiF 6 40 I 1 32 W 29 I N 1/4 CORNER, 3` BRASS SURFACE MONUMENT WITH PUNCHlu < o I I I IN ROD. CORNER, 3` X 3' CONC. MONUMENT, IN CASE, WITH 1/4" BRASS _V �. i I 11 CGS 38 1 3' a 28 1 I S 1/4 CORNER, 3" X 3` CONC. MONUMENT, IN CASE WITH 3" BRONZE � ( I 62 / 12 RT I3 , N J h I I _ 13 1 i- -DISC. WITH MULTIPLE PUNCH MARKS. W I I SHEET 6 i i 6 3a 27 W 1/4 CORNER, ACCEPTED DESCRIPTION AND POSITION GIVEN ON: 600.62' 14 1 ce M 1 ROS, BK. 92, PG. 33 AND ROS, BK. 108, PG. 33; CONC. MON. W/3' , - 600.63' { a o { BRASS CAP, BURIED V DEEP. , I T CT -28- co I WHEN COMPLETED, THIS SECTION SUBDIVISION WAS COMPARED WITH KCAS 6 I 1 TRACT e AND SECTION SUBDIVISIONS USED IN THE FOLLONANG RECORDS OF SURVEY - _ 1 VACATED 1 % —► IGHT OF'N�AY � � ( AND FOUND TO BE ALMOST IDENTICAL I + I I 25 eems��-- ~O 1 m Y ( ROS, VOL. 25, PG. 291; ROS, VOL 25, PG. 292 . ROS, VOL. 92. PG. 33 ] L _ - - 7 18 z ( 8 e ( ROS, VOL. 94, PG. 258 ROS, VOL108, PG. 61 ROS, VOL. 145, PG. 270 ' I 1 i 1 1 22 23 2a N8821'131W I + W JI < t < m I THESE CORNERS WERE ACCEPTED AND HELD FOR THE SUBDIVISION OF 19 _ _ 300.32' I �L L_ _SECTION 15. 1 I 57 58 59 60 120 i o I 1 I CEDARGROVE PARK r— to o Q BLACK LOAM FIVE ACRE TRACTS WAS PLATTED IN 1906. THE SURVEYOR - _._ - _11 L 150_00' r DJV. V7'2 P 0 6 I 7 i o ^ W �, WAS A. L RUDES. - o c� Z w C _ 660.64 —, — — I -- — 660.64�` I — — i � ! 2 N `- r THE PLAT DEPICTS THE .STREET CENTERLINES PARALLEL TO THE NOR IN tD — --, —, — _ _ _ — -- N8821 13 W — — AND EAST ONES OF THE h'E 1/4 C- THE SECTION BY GIVING THE SAME — — — — — — — — — — — — _ _1321,28T — — cfj h6 I MEASUREMENTS OF EACH LOT BEGINNING AT THE INITIAL POINT (AP) OF I I FOUND 3/8" BRASS PLUG W/I'UN — — — — W .W N THE PLAT WHICH IS THE NE CORNER OF THE SEC77ON AND BY GIVING THE 60' IN CONCRETE MONUMENT IN CASE 160' 1 w { SAME ANGLE FOR THE LOTS THE LOT DIMENSIONS ARE GIVEN AS EQUAL I 1 0.47' S, 0.91' W OF CALCULATED I > Q I { ALONG THE NORTH AND EAST LINES OF THE NE 1/4. STREET WIDTHS ARE I 1 INTERSECTION 1 I I GINOR I Q GIVEN ON ALL NAMED STREETS. NO STREET OR RIGHT OF WAY IS 2 J 1 I (12/7/oo) N.E. 2ND { STREET (S.E. 132ND ST. ~ o I I VEN GW THE *ES SIDE OF LOTS 2, 3, 6, AND 7 OR ON THE NORTH 2 I LINES OF LOTS 25 AND 26. THIS SUPPORTS SETTING THE LINES PARALLEL I I 1 } 1 I W oo TO THE NORTH AND EAST LINES OF THE NE 1/4 AND ALLOWING THE I I10 1 ( "� I J EXCESS OR DEFIGENCY TO FALL IN THE SOUTH AND WEST SIDE OF THE I �� 9 i- �]' PLAT AND IN THE RIGHT OF WAY THAT DOES NOT HAVE A WIDTH GIVEN. A I I I AGR� SON i I Z f TOTAL THE LOTS WERE MADE EQUAL ALONG NORTH AND EAST LINES ----� F---------------1����' 4A�'�------------� 1 OF THE SECTION. 28 { 1 1 1 ,.�AN� 1 � 2' � FOUND 3X3 CDINCREic bi07NiiMEINT CEDARGROVE PARK WAS PLATTED IN 196J T14E SURVEYOR WAS ARTHUR IN CASE W/1/4" BRASS ROD WAAGA. THE LEGAL DESCRIP77ON FOR THIS PLAT IS THE SOUTH 712 FEET DOWN 0.7BELOW RIM OF TRACT 8, BLACK LOAM FIVE ACRE TRACTS. THEY FOLLOWED THE (12127100) 1 SPIRIT OF THE PLAT BY SUBDIVIDING THE NORTH AND EAST LINES OF THE QUARTER SECTION AND SETTING THE LOT LINES PARALLEL TO THE NORTH 16 N2605. 6'W L — AND EAST LINES OF THE QUAR7FR SEC77ON. 2605.29' �1. — _ _ PUGET COLONY HOMES WAS PLATTED IN 1968. THE SURVEYOR WAS MILES 15 DRAKE. THE LEGAL DESCRIP71ON FOR THIS PLAT IS TRACTS 26, 27, 30 AND 31, BLACK LOAM FIVE ACRE TRACTS THE EAST LINE OF THIS PLAT IS I PARALLEL WITH THE EAST LINE OF THE QUARTER SEC77ON AND THE NORTH t4i LINE IS PARALLEL WITH THE NORTH LINE OF THE QUARTER SECTION. HOWEVER, THE RIGHT OF WAY ALONG THEIR NORTH LINE IS GIVEN AS 30 FEET AND THIS MAY NOT BE THE CASE, DEPENDING ON HOW THE PLAT IS p 1 INTERPRETED. 2 N FOUND 3X3 CONCRETE MONUMENT W/ 3' BRONZE DISC W/ MULTIPLE PUNCH MARKS DOWN 1. 7' BELOW RIM (12127100) 15 1, WA KING COUNTY SHORT PLAT NO, 881050, RECORDING NUMBER 8201220536, ABUTS PUGET COLONY HOMES ON THE NORTH AND DOES NOT MENTION THE EAST -WEST 1/16 LINE. HOWEVER, IT'S LEGAL IS SUB -DIVISIONAL AND ITS NORTH LINE IS SUB -DIVISIONAL, BUT NOT THE SOUTH LINE. KING COUNTY SHORT PLAT NO. 438038, RECORDING NUMBER 8909720157, IS NOT IN BLACK LOAM FIVE ACRE TRACTS, HOWEVER IT DOES ABUT ON THE WEST AND IS DESCRIBED AS SUB -DIVISIONAL AND DEDICATES ANY INTEREST THEY MAY HAVE TO THE PUBLIC OVER THE IV. 30 FEET AND THEE. 30 FEET. IRE PLAT WAS APPORTIONED STARTING AT THE INITIAL POINT OF THE PLAT, SHOWN AS THE NE CORNER OF THE SECTION. THE LOTS WERE MADE EQUAL ALONG THE NORTH AND EAST LINES OF THE SECTION. THERE WAS NO RIGHT OF WAY W1D7H GIVEN ON CEDAR ST. HOWEVER ADDING UP THE LOT AND RIGHT OF WAY DIMENSIONS THAT WERE GIVEN LEFT 30 FEET FOR CEDAR ST. RIGHT OF WAY ALONG THE NORTH LINE OF THE NE 1/4 OF THE SECTION. LOTS 1 AND 2 ON THE PLAT WERE EQUAL, SO WE MADE THEM EQUAL EVEN THOUGH OUR MEASUREMENT OF THE NORTH LINE OF THE NE 1/4 WAS SHORTER. LIKEWISE ON THE EAST LINE OF THE SECTION, THE LOTS WERE MADE EQUAL, EVEN 7HOUGH OUR MEASUREMENT OF THE EAST LINE WAS SHORTER. THE BLOCK AND LOT LINES WERE MADE PARALLEL TO THE NORTH AND EAST LINES OF THE SEC710N. BECAUSE THE PLAT LEGAL WAS SUB -DIVISIONAL, 7HE RIGHT OF WAY MAYBE MORE OR LESS 7-HAN 60 FEET ALONG 7HE WEST LINE LOTS 2, 3, 6 AND 7 AND THE NORTH LINE OF LOTS 25 AND 26. THE FOLLOWING SURVEYS AND PLATS USED THIS METHOD ALSO: CEDARGROVE PARK, VOL. 72, PG. 50, 1963, ARTHUR WAAGA PUGET COLONY HOMES, VOL. 86, PG. 59, 1968, MILES DRAKE ROS, VOL. 25, PG. 291; 1980, GORDON RECTOR ROS, VOL. 25, PG. 292; 1980, GORDON RECTOR ROS, VOL. 92, PG. 33, 1993, KENNETH GILLES ROS, VOL.108, PG. 61 ; 1995, EUGENE SPROUT I 32 1 1 15 1 ------j L - - - - - - - - - - - - - - - i N88 29'16'W 2652.29' 2633.3' (PLAT OF BLACK LOAM) L---------------J /14 NEST QUARTER 15 CORNER NOT FOUND PER CEDARGROVE PARK DIV. 1 V72 P50 SECTION BREAKDOWN AND SHEET INDEX MAP SCALE: 1" = 200' REFERENCES: PLAT OF BLACK LOAM F7VE ACRE TRACTS - VOLUME 12 OF PLATS, PAGE 101. PLAT OF CEDARGROVE PARK DIV. 1 - VOLUME 72 OF PLATS, PAGE 50. PLAT OF SURVEY FOR JOHN R. SHOOK - VOLUME 25 OF SURVEYS, PAGE 291. PLAT OF SURVEY FOR CLARENCE L. BENTLEY, F. - VOLUME 25 OF SURVEYS, PAGE 292. RECORD OF SURVEY FOR HOWARD BANASKY - BOOK 145 OF SURVEYS, PAGE 270. RECORD OF SURVEY FOR BURNSTEAD C0NS7RUC7ION - BOOK 104 OF SURVEYS, PAGE 62. RECORD OF SURVEY FOR KENNETH R. GREGORY - BOOK 7 OF SURVEYS, PAGE 129. RECORD OF SURVEY FOR MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL - BOOK 2 OF SURVEYS PAGE 33. AMENDED RECORD OF SURVEY FOR ROBERT E. LEVY - VOLUME 94 OF SURVEYS, PAGE 258. n HORIZ. NAD 83/91 CITY OF RENTON GPS CONTROL NETWORK HOLDING CITY OF RENTON MONUMENTS C.O.R.#1851 (BASE POINT) AND C.O.R.#1852 THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE OBTAINED UTILIZING GLOBAL POS1770NING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. COORRDINA7ES ASSOCIATED WITH THIS DRAWING ARE PRO,ECT COORDINATES WHICH MAY BE CONVERTED TO STATE PLANE GRID COORDINATES BY SUBTRACTING 100,000 METERS (328,083.3333 FEET), THEN MULTIPLYING BY (0.99998365), THE INITIAL COORDINATE CONVERSION WAS PERFORMED USING THE WSPC2PD COMPUTER PROGRAM PROVIDED BY THE WASHINGTON STATE DEPARTMENT OF 7RANSPORTA71ON. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POS177ONS WERE F7ELD MEASURED U77LIZING GLOBAL POS1770NING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. MONUMENT POS177ONS THAT WERE NOT DIRECTLY OBSERVED USING CPS SURVEY TECHNIQUES WERE 71ED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. 1. INSTRUMENTATION FOR THIS SURVEY WAS A ONE MINUTE" THE010OL17E AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEE7ING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. \ 11814 115th Ave. NE K+rtdand, WA 9803449923 IRM 425.821.8448 425.821.3481 fax ASSOCIATES 800 488 0756 bl iee www.biadassoc.com o� T,-.UC/� ..j. WABd C �K G F 7. VJI reA CITY OF RENTON FILE NO. LUA-02-051-FP LND-10-0389 JOB NO 01-108 SHEET 3 OF 7 EXPIRES: 10/19/03 FF--o,; - c 5 l N.E. 4TH STREET IENNA* (S.E. 128TH STREET) N8871'13'W 1,32128' 10 " POR NE 1/4 OF NE 1/4 , SEC 15, TWP 23 N, RGE 5 E, W.M. 15 14 CITY OF RENTON, KING COUNTY, WASHINGTON FOUND KING CO. MONUMENT SEPTEMBER 2002 CITY OF RENTON MON NO. 1852 (10/27/00) 30' VOL/PG BLACK LOAM FIVE ACRE TRACTS VOL.1 2 PGA O I 0 2 N8871 '13"W -\� / 75.02' 60.02' 600.62' j60.02' 60.02' 96.35",-'•E 10' 4O T 1�3798' , 68.5ti 6 88.81 ' 19.64 ' z 64.41 ' � Z 76.33' � 3g. �j�/ /'� N1754 59'W V� J \ / 56 (. CV I i cU_+a �_ t�D23.45' �1 0 9,452 SF 5 5 ^ . 54 ^ , 5 310' 3 �. O N04'15 25 E ?5• \ 61 - N6g7. /� € 5� 7.575 SF � 4) 7, 491 SF * 7, 409 SF '^ . i 5 2 :� 51 30. 28' I 7, 589 SF I' � 3?. I co 29 ro h €5310} r N {5316} °� N5322 =} N 9,620 SF h `, BUFFER- (RJ _ 29 2 28 Z 28 o N €53281 r 9J5334} ,6556 F MIN. I \ ? SEE DETAIL "A' O O O i "� 0 1 31 ; OSHEET 7 2 e C O 2 I �` \ 2 o=9ono'oo' O , O z8 2a �0 50 \ Z I 0 R=25.00' ;n=3'45'12" r, 9,985 SF �" I z a L=39.27' L-14. 48' i 'n ,f a� 15402} v °; 25� � h ! , O 5Q 00' - 60.00' 60.00' --45.53'-- + Q v �ry k 28 +�. 8 MAN•` 49.61' 1.j N8621 '08'W C4 % ( r � N N.E. 3RD STREET a \ ~l N89 41 '13'W \ l h :�v 5O 5 L�,, / �) _ _ ZA -41 '00.00 T _74_7 8 270.54'.1` v 0 1 �0 '.Alv 7 � � 1 10' :- �i -41 TRACT A TRACT B ; 21' ? OPEN SPACE r SENSITIVE AREA i 46.80_ _ 33.7=Y 68.60' 68.60' 24.0' _31.54' \C6 So• �� \ �+ 27,808 SF f02 170'00'���8,395 SF Z w5.00' o irk "� a ;� 107 22 4 c' �' `� Ou' `r \ 4 9 I9.27 o o `�' o :W R=25.00' `� Q,_ ^ •* \ o O W O p O Nl L=46.85�` [� •� \ ,0 0 11 31 25' 'I :♦ °_o ( \ SEE DETAIL 'B' O of ` � BUFFER I o 4 ;-� O / � SHEET 7141 � `� Ocp 7,405 SF ^ 7,203 SF p 3 ^ 8,877 SF� �1e �ry 2'�9. A =14'43'40' trig TLAND o oo 7,203 SF It 15327; �4' • / �ry p 'o Ate' s.� L=37.01' I 2 o 53051 53111 5315 �Z' , O / `�� ��• 2 51 TRACT 3 p 10' 4O o 12 2 13 p 13 ���Ov�?� ,��� .�� oil / x • I O 6-98 46'78' Ir ti �„ `irk ���,��, -� 9' VACATED STREET 12 N8941'13'W 213.00' 0=2.08'46' / �a6/ h/ R=25.00 \'��. �+ ��9`Y i' I RIGHT-OF-WAY L=19.51' L=43.10' ,Q 71. 80' 68 60' 6aL 60 / \ �\ fri 75.00' 71.59' 62.41' '1's ?�' 44+�-T �• ,O j 7,391 SF s>,��sS0 9c" C9 29.24' G CJr EXISTING MONUMENT IN CASE 5'X10 7 Sss, ti, 1(O I2821154151 �0 *� \ °' 110 o0. �_ W 5 =129'35" J �w "sue O ,� • s�� 4. � OSEE DETAIL 'F - % ^ ' 6 L=13.58' �. /� ��. 25 S h \ 1� 23' I I SHEET 7 e-------- _N8823'14"W 370.96' 7, 404 SF '� .W 8,455 SF [/� i C, /p o� •�� - �o �O 6.38' . �,�'� 871 13' 76.33' ,404 $ 7,200 SF €53121 Oj LL_♦ (� OI ?- �O e��^' \ ST-59.51' 46.32' J - 240 153061 80' - SEE DETAIL 'C' 2 o �� 1-0 ' 338�'• 43 v t � ES360.33' N8871'13'W OSHEET 7 O .6 2428 "0 �,� i 7,355 SF O `� n 4279' _ 2 in R=25.00' '�'s(�� 1; b 45 ,� !-� -- 61.78=- 90 g25.00' 1B 534N L=33.78' / e�°�� �j�� 7,250 SF h�' O N �' it r�o .ter iT 39.27' o "i O2 p O �ti sibs, O 154211 • �' s "� ' I O 50.00 53.57' 4 m�_ ry�1; �� O��°? � �;� ti6.�bs, 26 ��' ,� 7,380 SF'2 ,��i � O •�" I I _ N8941'13'W _ ST=4_20_4' SEE �_ O, �O {5427} N 47 �+ ',�,; 48 i� 49 ¢ DETAI E 90 U0"00 42 �- �9a 7 540� H 7,692 SF 15a57' R=165 -� sl+ SHEE 7 R-25.00' 7,340 SF �� �" 26 �� 4 =?8 3 a L=39.27' 1270JI54041 41 0 0 �5501 } �. "sT• 27 2 O o \ 47.14 56 43 25 �0 •4, 7,210 SF r R-2500' �' !\ o' 195. O L=39.27' 6, �h h \ ti k 4� .i• 68 Sg. 69' N8 p• O . �o h 7,201 SF 36p4" s ?�4"W W e n .� v ,. 2 SEE DE T AiL 'D 4� W u h \ ,� O 6 2. j �• I SHEET 7 ry'� 15416} 369' \ / \' °- ry \ 7,203 SF I a ?39 ry o � � o� � h '0 7,200 SF 2 7,200 SF p �� • w � i � ^ {3301 I�71 2 8,347 SF ,�, �% \ �� �O 154221 � 37 f0'O 14 53131 .O� �� O \so N \ "s\ O 23 k 38 r_ 14 00 4O ��- ` • 4 ss�. s . 0 p 0� 8,128 SF .V 72.14 63. 02' e ti� h� 11 7�A� �`�' y1' 154281 .00 • N89'41'13"W 13516'N o B- 'i 7,284 SF'�O� I Co.'�►� �� •O� • ,� `���=may O �>,�• O �� ,�� VACATED STREET (5403} k O C\ ?SD \ RIGHT-OF-WAY 12 .1�v \ .\=1 44'18' 7,200 SF •O� • �� .ems \ 5.95' I 154091 62 16,004 SF i 15 13 `` ' I() 12501ao 14 150.00' °��• 0 \,\J \ \ N8871 '13'W ' \ 15 TRACT D OPEN SPACE 3 SCALE. 1' = 50' 0 25 50 100 BASIS OF BEARING: (SEE SHEET 3 OF 6) LEGEND: 9 STANDARD CITY OF RENTON MONUMENT IN CASE ® MONUMENT, FOUND AS NOTED (R) RADIAL iO PUBLIC UTILITY EASEMENT O PUBLIC ACCESS EASEMENT O3 PUBLIC STORM DRAINAGE EASEMENT O4 PRIVATE LANDSCAPE EASEMENT O5 PRIVATE STORM DRAINAGE EASEMENT �6 PRIVATE ACCESS AND UTIUTY EASEMENT O PUBLIC WATER EASEMENT XX REFERENCE GENERAL NOTE LOCATED ON SHEET 2 OF 7 JXXXXXJ HOUSE NUMBER CITY OF RENTON FILE NO. LUA-02-051-FP LND-10-0389 LINE TABLE L1NE LENGTH BEARING LOT TRACT L 1 46.18' NOO'18'47'E 48 L2 2383' N65173'21'W 62 L3 19.89' N48 41 '13"W 50 L5 27.10' NO3'01:30'W B L6 9.79, N1077'53'W A _ L71 30. 45' N3134 J7'W A CURVE TABLE CURVE LENGTH RADIUS DELTA LOT TRACT C3 30.62' 200.00' 6-846'18' CENTERLINE C4 31.76' 500.00' a=3 3821 " CENTERLINE C5 21.91' 25.00' 6-50'12 29" B C6 46.39' 179. 00' 6-14 50 55' 4 C7 39.85' 25.00' L=9170'00' B C8 27.48' 130.00' 6=12V6'43' 62 C9 62. 68' 144. 00' 6-24 *56 20" B C18 27. 92' 144. 00' 6-11 '06 31 ' B \ 11814 1151h Ave. NE�OQY• T. UN IOrlda, WA 98034 6923 C;.Oj NAg,�'.� 425.821.8448 ' TVJAD 4 d0 425.821.3481 fax ' ASSOCIATES ' eoo.488.0756 ma tee www.biadassoc.=n z JOB NO 01-108 •- al LAND SHEET 4 OF 7 exEs: 10/19/03 70 0 r SIENNA POR NE 1/4 OF NEW, SEC 15, TWP 23 N, RGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SEPTEMBER 2002 ��� ����� � ®� � EXISTING MONUMENT 1N CASE DEDICATION OF - RIGHT -OF -WAY FOUND 3/8" BRASS PLUG w11PUNCH IN CONCRETE MONUMENT IN CASE 0.47' S. AND 0.91' W. OF CALCULATED INTERSECTION (121*7100) 11 ORGAN PLACE vOL. L:a0j PC. sa— I i AWN. _ TRACT B OSEE DETAIL "F" L _ SHEET 7 N8873'14 `W 370.96' --r 200202280011 a91 18 — — __1_— — — M T� cs N 5 u w u 0 d iz 01 N8821'13`W 3 J I I CEDAR(,- 7 � I N8821'13'W 2673.10' - — 660.64' N.E. 2ND STREET (SE 132ND STREET) SCALE: 1" = 50' 0 25 so 100 BASIS OF BEARING: (SEE SHEET 3 OF 6) STANDARD CITY OF RENTON MONUMENT IN CASE ® MONUMENT, FOUND AS NOTED (R) RADIAL 10 PUBLIC UTILITY EASEMENT O PUBLIC ACCESS EASEMENT O3 PUBLIC STORM DRAINAGE EASEMENT O PRIVATE LANDSCAPE EASEMENT OS PRIVATE STORM DRAINAGE EASEMENT O6 PRIVATE ACCESS AND UTILITY EASEMENT XX REFERENCE GENERAL NOTE LOCATED ON SHEET 2 OF 7 {XXXXXJ HOUSE NUMBER FOUND KING CO. 3" BRASS SURFACE MONUMENT W/PUNCH MARK CITY OF RENTON MON NO. 1852 (10127100) 10 w 11 15 *'114 W � LINE TABLE / I LINE LENGTH BEARING LOT TRACT NEST QUARTER Q �! L 1 46.18' N0078'47 E 48 CORNER NOT FOUND Q I L4 31.01' N812852 E CENTERLINE PER CEDARGROVE L8 46.93' N00'18'47E BOUNDARY PARK DIV. 1 V72 P50 / ('n v♦ CC ( L91 80.00' N007847 E I BOUNDARY 15 14 Z �- O v CITY OF RENTON FILE NO. LUA-02-051—FP LND-10-0389 CURVE TABLE CURVE LENGTH RADIUS DELTA LOT TRACT C10 39.85' 25.00' a=9170'00" 20 C11 29.27' 165.00' 6=10*0955" CENTERLINE C12 26.95' 175.00' 6=649*55" CENTERLINE C13 37.61' 25.00' 6=86"?I'3.2" 21 C14 17.74'1 102.90' 6=9*52'34" CENTERLINE C15 59.46' 102.90' .6=JJ*06'22'I 25 C16 24.00' 186.00' 6=723'40" D C17 32.85' 25.00' 4=757651' D C19 21.91' 25.00' 6=50'1229" 21 C20 28.58 25.00' 6=652947" D C21 73.57' 196.00' 6=21;30 20" D C22 52.9l'i 154. 00' 6=19 41 '06 " 17 ui zW N W > Q Q = 00 W� _J z f5p-6a-osl i � 30' eW In W I I I I I Z I W Ito > Q w I to o Q ��I I w � I ( I I I I I I I�NNA VOL/PG POR NEW OF NE y4 ,SEC 15, TWP 23 N, RGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SEPTEMBER 2002 SEE SHEET 4 OF 7 8 9 10 10' 40 ' 11 , , , I h � � 62 i i i 10' 0 -1 r �I l� N88203'W 150.00' I I 1 !J J I I I >� I 1 I I I I ( ^J L� I �j I F-10' O3 I 1 I � I I r _ , L 7_ I LL, �u 68.00' O O TRACT C DETENTION O 38 '' \ \ 12 7.200 SF 154151 ®y�k�000 s 14 7,272 SF �V O sOOp. €5419 Os1 ry4 66,589 SF O N8821'13'W 250.62' 60. h 15 •�y 3.. j/ I 37 VACATED STREET RIGHT-OF-WAY I .O h I 36 ! I v I 7,284 SF .O� �'h, ,�'� y`� `� -, w so6 154251 ®� ,��� ��ko \ v oo'�` C k 94�16 .+j�� f7 8,519 SF �� �lR `� �� I' ono 5,4291 1 �ti .�, tu.4) s N88 21 '13'°W 62.58' 75.00' 17 N 7,773 SF ' N 12191 2. DO' o N' N89 41 '13'W 11,E 97' 4 21' 1 21' g o 18 ro O 7,750 SF cd `O 12131 e I v r w :r N89 41 '13'W C'4 113.97' N I � 19 N 7,203 SF 57 O O .W 2071 I I 58 59 60 ^ 17 0 — I 8,158 SF ^ . 7,200 SF e4' 7,200 SF W N O , 10' o� ao 153221 o {53281 ^ ' 5334 0 7,507 SF N r p b o € ; o O � 53401 $ W $ N89 41 '13'W Ig N 30 g N 30 °r- N C3 t� eW 2 113.97' O 30 Z z N 7 20 K j O p QO to (D 17 12011 0 5' i Lk --SEE DETAIL '1' L__68.00' ---- ---- —}-- SHEET 7 2 — 60.02 � t 62.�c' O.Oi (j 250.62'v— 88.41 ' 125.00' .. - — - — — 660- 64' N.E. 2Np STREET N8e21'13-w 2673.10' — — — (SE 132ND STREET DEDICATION OF--�;;Z RIGHT-OF-WAY FOUND RAILROAD SPIKE — — 0.20' S, 0.07' W OF — CALCULATED INTERSECTION FOUND 3/8' BRASS PLUG w) UNCH_/ (1217100) IN CONCRETE MONUMENT 1N CASE 0.47' S. AND 0.91' W. OF CALCULATED INTERSECTION (121*7100) LOANI FIVE ACRE TRACTS I r� VO . J r � r�. ,10 'I LINE TABLE LINE LENGTH BEARING LOT TRACT L4 31.01' NB12852 £ CENTERLINE L8 46.93' N00'18'47'E BOUNDARY L9 80.00' N00'18'47"E BOUNDARY CURVE TABLE CURVE LENGTH RADIUS DEL TA LOT TRACT CIO 39.85' 25.00' 6=9120'00" 20 C12 26, 98' 175. 00' 6=8 4955' CEN7E'RUNE C19 21.91' 25.00' 6-50'1229' 21 C20 28.58' 25.00' 6=652947' D C21 73.57' 196.00' a=2130 20' D C22 52.91 ' 15 . OO'j 6=1,9'41'06-1 17 I CITY OF RENTON FILE NO. LUA-02-051-FP LND-10-0389 LEGEND: r9 STANDARD CITY OF RENTON MONUMENT IN CASE ® MONUMENT, FOUND AS NOTED (R) RADIAL tO PUBLIC UTILITY EASEMENT O PUBLIC ACCESS EASEMENT O3 PUBLIC STORM DRAINAGE EASEMENT O PRIVATE LANDSCAPE EASEMENT O5 PRIVATE STORM DRAINAGE EASEMENT O6 PRIVATE ACCESS AND UTILITY EASEMENT XX REFERENCE GENERAL NOTE LOCATED ON SHEET 2 OF 7 {XXXXXj HOUSE NUMBER N0078'470 6 17' SCALE: 1" = 50' 0 25 50 100 BASIS OF BEARING: (SEE SHEET 3 OF 6) \ 11814 115th Ave. NE K►idand, WA 98034-6923 TRIAD 425.821.8448 425.821.3481 fax ASSOCIATES 800.488.0756 bN free www.biadassm.mm JOB NO 01-108 SHEET 6 OF 7 TRACTID OPEN SPACE AIL 'G' �37.5' CgO S HEETT 7�L .H. 21 g Lu W 9' VACATED STREET RIGHT-OF-WAY � I 30' o � � 2 I ( 660.64_ 4e EXPIRES: 10/19/03 0 G)1 Ld Z W Q U cc ui I N N At POR NE 1/4 OF NE 1/4 ,SEC 15, TWP 23 N, AGE 5 E, W.M. CRY OF RENTON, KING COUNTY, WA sHINGTON SEPTEMBER 2002 10' tom- 4O 56 A=13'37'56" L= 5.95' � W \ ?� 0 Z LLI O b > Q 0 N.E. 3RD STREET U oc DETAIL "A" W NOT TO SCALE N.E. 2ND COURT o lk t=6.94' 10 �- O 8 DETAIL 'D" N.E. 3RD STREET 6=13 J7'55" L-5. 95' 10' r•- O DETAIL "B" NOT TO SCALE 5 0 =10 :30'26 L=4.58' "0' Q \ NE' 2ND COURT DETAIL "E" NOT TO SCALE NOT TO SCALE m Q A� N.E. 2ND COURT TRACT D OPEN SPACE e=9'0929' o��- W 21 ���� `- O, Q (I — L-5.23' (n k- -- 9' VACATED STREET N.E. 2ND COURT Z RIGHT-OF-WAY p DETAIL 'G" J DETAIL "N" NOT TO SCALE NOT TO SCALE DETAIL 'K" NOT TO SCALE W Z W Q Z 0 J N.E. 3RD STREET O =6 03,57" 1 /- L=18. 95' _ � O �r 4 \ Q moo, cQ' DETAIL "J" e NOT TO SCALE VOL/PG z IW Q C 0?s� Lu 7 L=5.95' A N.E. 2ND COURT (D DETAIL 'C" NOT TO SCALE IgRIGHT-OF-WAY I� 9' VACATED STREET t � • 5 -t-1 O TRACT B t i � I SENSITIVE AREA +( � o se• I p � R=27.50' r ? L= 43.84' 24.63' N8871 "13"W 2 O DETAIL 'F" NOT TO SCALE DETAIL 'F" NOT TO SCALE VACATED STREET 9' O 17' DEDICATION OF - RIGHT-OF-WAY N.E. 2ND STREET DETAIL "I" NOT TO SCALE ��� LEGEND: tD PUBLIC UTILITY EASEMENT V O2 PUBLIC ACCESS EASEMENT O PUBLIC STORM DRAINAGE EASEMENT O PRIVATE LANDSCAPE EASEMENT O PRIVATE STORM DRAINAGE EASEMENT O PRIVATE ACCESS AND UTILITY EASEMENTlit" 11814 115th Ave. ME ` \\ Kirkland, WA 98034-8923 425.821.8448 425.821.3481 fax ASSOCIATES SM.48&0756 tol kee wvw.t)iadassoc.aom 8drf��,G I— CITY OF RENTON FILE NO. LUA-02-051—FP LND-10-0389 JOB NO 01-108 SHEET 7 OF 7 �� NAl IAH� �- ExaREs: 10%19 j03 FP-ca-�si I A�ti € f € NE ORD - S ! QoNC SLAB � �Sb € 111� cp n, AAirrn AND GUTTER TYPICAL ROAD SECTION - JERICHO AVENUE NOT TO SCALE w Mu. 4416B 418 EXI TYPICAL ROAD "...PROPOSED R. 0. W. VA CA (TYP.) q EC T NOT Ti SCALE SCALE.1" = 80' 40 80 AND GUTTER omn c re=c EXISTING I ENCE (IYP.) LEGEND rr FENCE LOT LINE • • •--• • • SWALE OR DITCH --- RIGHT-OF-WAY --------- TOP OF 40% SLOPE GUTTER, FLOW, & CURB LINE - CENTER LINE ❑ EXIS77NG GRAVEL EASEMENT - - -- - - - - BUILDING SETBACK LINE (BSBL) EXISTING ASPHALT 10' EXISTING CONTOURS ... ••• •• ••• 218 ........... - 2' EXIS77NO CONTOURS EX/STING WETLAND - -220- - - - 10' PROPOSED CONTOURS ----218 - - 2' PROPOSED CONTOURS EXIS77NG WETLAND TO BE FILLED :< CLEARING LIMITS El PROPOSED R.O.W. VACA 77ON ROCKERY aPROPOSED GRAVEL ElPROPOSED SIDEWALK PROPOSED STORM DRAINAGE ..... SEWER MAIN "......• SINGLE WATER METER W/ .3/4 SERVICE """"""'•••••"•"•••"•""......•..••••••.......• SEWER SERVICE W,J DOUBLE WATER METER W/ 1" SERVICE „.....I.. ...... ...... WATER MAIN FIRE HYDRANT •s— STORM DRAIN PIPE AIR/VAC RELEASE VALVE --------•--------- ROOF do F0077NG DRAIN BLOW OFF »,> SEWER MANHOLE € GA TE VAL VE O YARD DRAIN ......I TEE • CLEANOUT , '"I BEND ■ CA TCH BASIN, TYPE I REDUCER CA TCH BASIN, TYPE Il CONCRETE BLOCKING —__ - PROPOSED SANITARY SEWER SEWER MAIN Z.M_.., SINGLE WATER METER W/ .3/4" SERVICE �— SEWER SERVICE "-5' �x }"" DOUBLE WATER METER W/ 1" SERVICE WATER MAIN F7RE HYDRANT STORM DRAIN PIPE '" AIR AC RELEASE VALVE .............. ................. ROOF 6r F0077NG DRAIN BLOW OFF SEWER MANHOLE GATE VALVE YARD DRAIN .,...I TEE CLEANOUT BEND CA TCH BASIN, TYPE I k:: REDUCER CATCH BASIN, TYPE ll - CONCRETE BLOCKING _ PROPOSED WA TER ...........•... ... .,,....... ..__.. .,,., Jfp ,�/A IN [[���� T^p Z ciiiGLC +A iLi� n'C TER irk I" r�nl��� Ja/� rlV� ...... ........ ........... SEWER SERVICE IRRIGATION METER WATER MAIN A� FlRE HYDRANT .....""" ..........................._... STORM DRAIN PIPE AIR/VAC RELEASE VALVE ..... .......................... "ROOF' do FOOTING DRAIN BLOW OFF SEWER MANHOLE N GATE VALVE { YARD DRAIN TEE CLEANOUT Y--A BEND CATCH BASIN, TYPE I I► REDUCER - CATCH BASIN, TYPE 11 CONCRETE BLOCKING EXISTING FEATURES - - SD- -- - EXISTING STORM DRAIN PIPE -0- EXISTING POWER POLE - -S.�- - - EXISTING SEWER MAIN S- EXIS77NG WATER Y=R - --w'- - - EXIS77NG WATER MAIN ElEXISTING CATCH BASIN, TYPE I )0, EXISTING FIRE HYDRANT EXISTING AlR/VAC RELEASE O EXIS77NG CATCH BASIN, TYPE Il VALVE •� EXISTING SEWER MANHOLE 0- EXIS77NG BLOW OFF X EXIS77NG GATE VALVE SHEET INDEX 1 COVER SHEET 2 PRELIMINARY PLA T 3 PRELIMINARY GRADING PLAN 4 PRELIMINARY UTILITY PLAN 5 PRELIMINARY UTILITY PLAN NOTES 1. ALL STRUCTURES TO BE REMOVED EXCEPT THOSE NOTED TO REMAIN. 2. OFF SITE CONTOURS ARE APP!?O.Y7MAT ONLY. 4.5'_ , , 16' 1 16' 4 .5' 0.5, 6" CONCRE7E I ANDnGUTTERRB € _27_ I -zxl PROPOSED PAVEMENT PER CG CITY STANDARDS TYPICAL NOT ROADE SECTION V ICINI T Y MAP NOT TO SCALE _ SITE /NFORMA TION OWNERS CONNER HOMES 846 1087H AVENUE NE SUITE 202 BELLEVUE, WA 98004 (425) 455-9280 CONTACT,- JOHN SKOCHDOPOLE, PE ENGINEER/SURVEYOR/ TRIAD ASSOCIATES PLANNER/LANDSCAPE 11814 115TH AVE NE ARCHITECT. KIRKLAND, WA 98034 (425) 821-8448 CONTACT- MICHAEL L. MATHESON, PE ZONING: R-5 GROSS S17F AREA: 693,227 SF (15.91 AC) SQUARE FOOTAGE OF 91 385 SF LAND IN SENS177VE AREA: SQUARE FOOTAGE OF 94,550 SF LAND IN R, 0. W.: NET SITE ARE.1: 589, 292 SF (I J. 53 AC) DENSITY ALLOWED: 5 LOTS / ACRE DENS/TY PROPOSED: 4.66 DWELLING UNITS / ACRE NUMBER OF DWELLING UNITS: 63 NUMBER OF LOTS: 63 STREET TYPE. PUBLIC RESIDEN77AL ACCESS ALLOWED MIN/MUM LOT SIZE: 7,200 SO FT ALLOWED MINIMUM LOT WIDTH: 60' CORNER MINIMUM LOT WIDTH: 70' ALLOWED MINIMUM LOT DEPTH' 65' UTILITY PURVEYORS: SANITARY SEWER: CITY OF RENTON WATER: WATER DISTRICT #90 SCHOOL: RENTON SCHOOL DISTRICT FIRE., CITY OF RENTON TELEPHONE. OWEST COMMON/CA77ONS POWER: PUGET SOUND ENERGY NA TURAL GAS. • PUGET SOUND ENERGY CCALE T. V : AT&T BROADBAND REFUSE SERVICE. WASTE MANAGEMENT YARD SETBACKS: SIDE FRONT SIDE CORNER REAR FRONT LOADED LOT. 20' 5' 15, 25' LEGAL DESCRIPTION PARCEL A. TRACT J, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON, PARCEL B: TRACT 5, EXCEPT THE EAST 300,32 FEET THEREOF, BLACK LOAM 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATE, PAGE 101, IN KING COUNTY, WASHINGTON; AND THE NORTH 2O1,10 FEET OF THE WEST 300.32 FEET OF TRACT 8, BLACK LOAM 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY.. WASHINGTON. PARCEL C: TRACT 6, BLACK LOAM 5 ACRE T?AI:TS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON. PARCEL D: TRACT 7, BLACK LOAM FVE ACRE 7RACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, INKING COUNTY, WASHINGTON,- EXCEPT THE WEST 150 FEET THEPECF; ALSO EXCEPT THE EAST 200 FEET THE 10F. PARCEL E., 7NE EAST 200 FEET OF TRACT 7, BLACK LOAM F7VE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNIY WASHINGTON, EXCEPT THE WEST 75 FEET OF THE SOUTH 120 FEET THEREOF. SUBJECT TO: EASEMENT FOR THE U:')E OF AND INGRESS AND EGRESS TO A CERTAIN WELL LOCATED ON THE LINE BETWEEN TRX-CTS 6 AND 7 OF BLACK LOAM FIVE ACRE TRACTS, AS CREATED BY INSTRUMENTS RECOR00 MARCH 22, 1949 UNDER KING COUNTY RECORDING NUMBERS J886216 AND 3856217. SUBJECT TO: EASEMENT FOR ELE61RIC TRANSMISSION AND OR DISTRIBUTION LINE. A RIGHT OF WAY 10 FEET /N WID7H HAVING 5 FEET OF SUCH WIDTH ON EACH SIDE OF THE CENTERLINE OF GRANTEE'S FAC/LI NE"i AS CONSTRUCTED OR TO BE CONSTRUCTED, EXTENDED OR RELOCATED, OVER OR ACROSS PARCEL B, RECORDED UNDER KING COUNTY RECORDING NUMBER 7705120620, ® 2001 TRIAD ASSOCIATES TIUAD ASSOCIATES 11814 115th Ave. NE Kirkland, WA 98034-6923 425.821.84A8 425.821.3481 far. 800.488.0756 toll free www.triadassoo.com A x MICHAEL L MATHESM PE PROJECT MANAGER BUD O DREY, PLS PROJECT SURVEYOR WILUAM .L GOGG/N, PE PROJECT ENGINEER KENN G THOMAS, ASLA PROJECT LANDSCAPE ARCBTTECT DATE: 9105101 SCALE: HoRm:1 "=8o' vm,: 10/19/01 - J STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 0 1— 108 SKEET NUMBER 1 of 5 — I � j i N ti 141 st Ave SE chi --- --- 140th� T 51S aid WE �I Chelan Av7N7� - r - iM AM = I I as aAV Ias IA-14 9£1 as aAd u;9S t vs as 13 ;Stbi as la 00f._. ; L. a d ~I r. b z I C \� AIN IN �N V u I ao o o o � N H r C o � O C Q 1 t w 0 0 ao PZa4r 0 aonQ � �,oA qj v, 4t C du G� O M NO ow y 75 oM *0(z Z b o 0 z 0 VOL/PG S1 NN POR NE 1/4 OF NE 1/4 , SEC 15, TWP 23 N, RGE 5 E, W.M. ©lkll O CITY OF RENTON, KING COUNTY, WASHINGTON OFRFNTON FEBRUARY 2002 APR ? 9 RecelVE DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED TO THE ADJACENT LANDS OF THIS SUBDIVISION BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS WITHIN THIS SUBDIVISION. 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 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. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. CONNER HOMES COMPANY, A WASHINGTON CORPORATION BY: ITS: BANK OF AMERICA, N A, A NATIONAL BANKING ASSOCIATION BY: ITS: ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT —_---_-- AND —_---_---_---_---__ SIGNED THIS INSTRUMENT, ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ----------------- AND ---- CONNER HOMES COMPANY, A WASHINGTON CORPORATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ---- SIGNATURE OF NOTARY PUBLIC TITLE ------------------------ MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF —_--. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT —_---_---____ ANDSIGNED THIS INSTRUMENT, ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ----------------- AND BANK OF AMERICA, A NATIONAL BANKING ASSOCIATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED-- — SIGNATURE OF NOTARY PUBLIC MY APPOINTMENT EXPIRES A -• CRY OF RENTON APPROVALS CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS DAY OF 2002 . ADMINISTRATOR CRY OF RENTON CRY COUNCIL EXAMINED AND APPROVED THIS DAY OF 2002. ATTEST MAYOR CLERK OF THE COUNCIL CRY OF RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREON CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBLIC USES ARE PAID IN FULL THIS — DAY OF , 2002. FINANCE DIRECTOR KING COUNTY FINANCE DIVISION CERTIFICATE 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 CONTAINED, DEDICATED AS STREETS, ALLEYS OR OTHER PUBLIC USE ARE PAID IN FULL. THIS DAY OF , 2002. DIRECTOR DEPUTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF KING COUNTY ASSESSOR , 2002. DEPUTY ASSESSOR COUNTY RECORDING OFFICIAL'S INFORMATION BLOCK (WAC 332-130-050) LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF SIENNA IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AS REQUIRED BY STATE STATUTES; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; THAT THE MONUMENTS SHALL BE SET AND LOT AND BLOCK CORNERS SHALL BE STAKED CORRECTLY ON THE GROUND, EXCEPT AS NOTED, THAT I FULLY COMPLIED WITH PROVISIONS OF THE STATE AND LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING. GREGORY T JUNEAU, PROFESSIONAL LAND SURVEYOR. CERTIFICATE NO. 22335 TRIAD ASSOCIATES 11814 115TH AVE. NE. KIRKLAND, WASHINGTON 98034 PHONE: (425) 821-8448 RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON THIS __—_ DAY OF __--_---, 2002, AT —_—_ MINUTES PAST _—_M. AND RECORDED IN VOLUME _—_--_ OF PLATS, PAGE(S) RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS O PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN CITY OF RENTON, KING COUNTY, WASHINGTON \ 11814 115th Ave. NE Kirkland, WA 98034-6923 T 425.821.8448 425.821.3481 fax CITY OF RENTON FILE NO. FPXX-XXXXX ASSOCIATES 800.488.0756 toll free JOB NO 01-108 SHEET 1 OF 7 www.tdadassoc.com FP- o 2-05/ SIENNA POR NE 1/4 OF NE 1/4 , SEC 15, TWP 23 N, RGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FEBRUARY 2002 .LEGAL DESCRIPTION PARCEL A: TRACT 3, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON, PARCEL B: TRACT 5, EXCEPT THE EAST 300.32 FEET THEREOF, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON. THE NORTH 2O1.10 FEET OF THE WEST 300.32 FEET OF TRACT 8, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON. PARCEL C: TRACT 6, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON. PARCEL D: TRACT 7, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 150 FEET THEREOF; ALSO EXCEPT THE EAST 200 FEET THEREOF. PARCEL E: THE EAST 200 FEET OF TRACT 7 OF BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 75 FEET OF THE SOUTH 120 FEET THEREOF, SUBJECT TO: EASEMENT FOR THE USE OF AND INGRESS AND EGRESS TO A CERTAIN WELL LOCATED ON THE LINE BETWEEN TRACTS 6 AND 7 OF BLACK LOAM FIVE ACRE TRACTS, AS CREATED BY INSTRUMENTS RECORDED MARCH 22, 1949 UNDER KING COUNTY RECORDING NUMBERS 3886216 AND 3886217. EASEMENT PR011"ISDAS AN EASEMENT IS HEREBY GRANTED TO CITY OF RENTON, PUGET SOUND ENERGY, KING COUNTY WATER DISTRICT 90, QWEST, AND AT&T CABLE SERVICES AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLE, PIPELINE, AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, CABLE TV SERVICE, SEWER AND WATER, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIMES FOR THE PURPOSES STATED. GENERAL NOTES (CONTINUED) 5. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION AND ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY RENTON DEVELOPMENT SERVICES DIVISION, 6. ALL BUILDING DOWN SPOUTS, 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 CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. 7. TRACTS "A" AND "D" OPEN SPACE/ LANDSCAPE HEREBY CONVEYED TO THE SIENNA HOMEOWNER'S COMMUNITY ORGANIZATION AND SHALL BE MAINTAINED BY THE SIENNA HOMEOWNERS ASSOCIATION. 8. TRACT "C" IS A DETENTION AREA TRACT, HEREBY CONVEYED TO THE SIENNA HOMEOWNER'S COMMUNITY ORGANIZATION AND SHALL BE MAINTAINED BY THE SIENNA HOMEOWNER'S COMMUNITY ORGANIZATION. 9. TRACT "B" IS A WETLAND/SENSITIVE AREA TRACT HEREBY CONVEYED TO THE SIENNA HOMEOWNER ASSOCIATION. 10. THE PRIVATE ACCESS AND UTILITY EASEMENT GRANTED OVER AND UPON LOTS 23 AND 25 IS FOR THE BENEFIT OF LOTS 24 & 25. LOTS 24 & 25 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM, SANITARY SEWER SYSTEM, WATER SYSTEM, PHONE AND CABLE TV SYSTEMS ALONG WITH ALL ACCESS IMPROVEMENTS USED IN COMMON. 11. THIS NOTE HAS BEEN REMOVED, 12. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 2 IS FOR THE BENEFIT OF LOT 1. LOT 1 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 1. 13. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 4 IS FOR THE BENEFIT OF LOT 3. LOT 3 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 3. 14. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 10 IS FOR THE BENEFIT OF LOT 9. LOT 9 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 9. 15. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 12 AND 13 IS FOR THE BENEFIT OF LOTS 11 AND 12. LOTS 11 AND 12 SHALL BE RESPONSIBLE FOR THE MAINTENANCE; REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 16. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 15 AND 16 IS FOR THE BENEFIT OF LOTS 14 AND 15. LOTS 14 AND 15 SHALL BE RESPONSIBLE FC2 THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON, EASEMENT FOR THE CONSTRUCTION, REPAIR, RECONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES ARE HEREBY CREATED AND ESTABLISHED OVER, ACROSS, AND UNDER THE TWO AND ONE -HALF FEET IN WIDTH OF 17. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 20 IS FOR THE BENEFIT OF LOT 19. LOT 19 THE PORTION OF EACH LOT ABUTTING A LINE COMMON WITH ANOTHER LOT OR TRACT. NO STRUCTURE, SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF PLANTING OR OTHER MATERIAL WHICH MAY DAMAGE OR INTERFERE WITH THE INSTALLATION AND MAINTENANCE THE PRIVATE STORM DRAINAGE S'�STEM SERVING LOT 19. OF UTILITIES OR FACILITIES, OR WHICH MAY CHANGE THE DIRECTION OF FLOW OF DRAINAGE CHANNELS IN THE EASEMENTS, OR WHICH MAY OBSTRUCT OR RETARD THE FLOW OF WATER THROUGH THE DRAINAGE CHANNELS IN 18. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 21 IS FOR THE BENEFIT OF LOT 22. LOT 22 THE EASEMENTS, SHALL BE PLACED OR PERMITTED TO REMAIN WITHIN ANY OF THESE EASEMENTS. THE PORTION SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF OF THESE EASEMENTS ON EACH LOT SHALL BE MAINTAINED BY THE OWNER OF THE LOT, EXCEPT FOR THOSE THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 22. IMPROVEMENTS WITHIN THE EASEMENTS THE MAINTENANCE FOR WHICH A PUBLIC AUTHORITY, UTILITY COMPANY, 19. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 26 IS FOR THE BENEFIT OF LOT 27. LOT 27 OR THE COMMUNITY ORGANIZATION ARE RESPONSIBLE. SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 27. 20. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 28 IS FOR THE BENEFIT OF LOT 29. LOT 29 COVENANTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 29. ALL LOTS AND TRACTS WITHIN THIS PLAT ARE SUBJECT TO THE HOMEOWNER'S COMMUNITY ORGANIZATION ESTABLISHED 21. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 33 IS FOR THE BENEFIT OF LOT 32. LOT 32 IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF HOMEOWNER'S COMMUNITY ORGANIZATION RECORDED UNDER RECORDING NO. RECORDS OF KING THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 32. COUNTY, WASHINGTON. 22. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 35 IS FOR THE BENEFIT OF LOT 34. LOT 34 DECLARATION OF COVENANT SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 34. THE OWNER OF THE LAND EMBRACED WITHIN THIS LONG PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW 23. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 37 AND 38 IS FOR THE BENEFIT OF LOTS 36, 38 EASEMENTS SHOWN ON THIS LONG PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION AND 39. LOTS 36, 38 AND 39 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THE LONG PLAT. RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 24. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 40 AND 41 IS FOR THE BENEFIT OF LOTS 40 AND 41. LOTS 40 AND 41 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. RESTRICTIONS 25. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 42 AND 43 IS FOR THE BENEFIT OF LOTS 43 AND 44, LOTS 43 AND 44 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. 26. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 46 IS FOR THE BENEFIT OF LOT 45, LOT 45 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 45. 27. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 46 IS FOR THE BENEFIT OF LOTS 45 AND 4-. LOTS GENERA NOTES 45 AND 47 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT /y PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 1. INSTRUMENTATION FOR THIS SURVEY WAS A 1 MINUTE THEODOLITE AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 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 LINE EXTENSIONS. C) SET 1/2" x 24" REBAR WITH CAP "LS NO. 22335" AT ALL REAR LOT CORNERS. D) STANDARD CITY OF RENTON MONUMENT IN CASE TO BE SET BY ME AS INDICATED. 3. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE SIENNA HOMEOWNER'S COMMUNITY ORGANIZATION UNLESS THE CITY OF RENTON HAS ADOPTED A MAINTENANCE PROGRAM, 4. 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 RENTON DEVELOPMENT SERVICES DIVISION, 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 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 ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. 28. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 51 THROUGH 53 IS FOR THE BENEFIT OF LOTS 50, 51, 53 AND 54. LOTS 50, 51, 53 AND 54 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 29. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 55 IS FOR THE BENEFIT OF LOT 56. LOT 56 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 56, 30. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 57 THROUGH 59 IS FOR THE BENEFIT OF LOTS 58, 59 AND 60. LOTS 58, 59 AND 60 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 31. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN TRACT B IS FOR THE BENEFIT OF LOT 62. LOT 62 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 62. 32. STREET TO BE VACATED CONCURRENTLY WITH PLAT RECORDATION. CITY OF RENTON FILE NO. FPXX-XXXXX SIENN POR NE 1/4 OF NE 1/4 , SEC 15, TWP 23 N, RGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FOUND 3 1/2" BRASS DISC FEBRUARY 2002 SURFACE MON W/PUNCH MARK (10/27/00) FOUND 3" BRASS CITY OF RENTON MON N0. N.E. 4 T H STREET SURFACE MONUMENT 1851 W/CTR PUNCH ORIGINAL BENCHMARK (S.E. 128TH ST.) (10/27/00) 10 ELEV.=398.549 N88'21 13 W FOUND KING �PUNCHBMARK RASS SURFACE MONUMENT W 2642.56' CITY OF RENTON MON NO, 1852 - - - - - 2647.0' (PLAT OF BLACK LOAM) (10/27/00) 1 r-= ``--___-_-- - - - -- _ _ _ 1321.28' 10 11 15 N 507779.4432 I ` 3' I ( 1 ` ` T- - T T - —T - -� -_ _ -66Q_64' E 1665846.7853 1 "` 4b2'rs. I I ( I I 30 } ( -7 - -I- - - -_- -_- i• i I 121 i I 1 —� T 15� `14 �I. I I Z 20 25 11110I 9 1 1 00 1 I 1 1 I 1 8 N 507704.9362 \, I o -- - -) -_ J - L I I-- I I L ( 7 1 E 1668469.6013 in 1 I I I— L_ -1 --- _ I MORGAN PLACE - - - - - - - ��-� r 51 - - - - - - - - L----------- 1 - ` ` SHE T 4 1 1 �� AFN.20020228001891 BOUNDARY NARRATIVE: I N 507398.9568 r'l 30' / I I AUGUST 16, 2001 E 1667176.9864 56 55 54 53 52 62 1 � � �- JL 14 Iw00-298 � I AND 01-108 51 50 VACATED 1 LOKEN PROPERTY AND JOHNSON PROPERTY W RIGHT OF WAY 1 J CL I NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 E., 1 I Z_ � NE 3RD ST. TRACT w -�`- o'L - 1 1 c� 1 � Y I - 1 WM KING COUNTY, WASHINGTON I �-, 1 O I Q � I MERIDIAN IS NAD 83/91 BASED ON CITY OF RENTON CPS CONTROL �j 00 1 1 2 3 4 RAC I �m I - - 4--m - , - NETWORK AND DERIVED FROM CPS OBSERVATIONS ON CITY OF RENTON. UJ (n S 1 + ,�v° z 1 1 - - -CONTROL POINT NUMBERS 1851 AND 1852. %Wlft/ O P 44 p SHEET 5 a 1 PORTIONS OF LOTS 3, 5, 6, 7 AND 8, BLACK LOAM 5 ACRE TRACTS, VOL. 12, PAGE 101, RECORDS OF KING COUNTY, WA. I THE NORTHEAST QUARTER OF SECTION 15 WAS SUBDIVIDED USING THE FOLLOWING MONUMENTS: NE CORNER, 3" BRASS SURFACE MONUMENT WITH PUNCH MARK 1 N 1/4 CORNER, 3" BRASS SURFACE MONUMENT WITH PUNCH W 1/4 CORNER, 3" X 3" CONC. MONUMENT, IN CASE, WITH 1/4" BRASS 1 ROD. S 1/4 CORNER, 3" X 3" CONC. MONUMENT, IN CASE, WITH 3" BRONZE 1- - -DISC. WITH MULTIPLE PUNCH MARKS. W 1/4 CORNER, ACCEPTED DESCRIPTION AND POSITION GIVEN ON: ROS, BK. 92, PG. 33 AND ROS, BK. 108, PG. 33; CONC. MON. W/3" BRASS CAP, BURIED 1' DEEP. WHEN COMPLETED, THIS SECTION SUBDIVISION WAS COMPARED WITH KCAS AND SECTION SUBDIVISIONS USED IN THE FOLLOWING RECORDS OF SURVEY AND FOUND TO BE ALMOST IDENTICAL. 1 ROS, VOL. 25, PG. 291; ROS, VOL. 25, PG. 292 ; ROS, VOL. 92, PG. 33 i ROS, VOL. 94, PG. 258 ; ROS, VOL.108, PG. 61 ROS, VOL. 145, PG. 270 m 1 THESE CORNERS WERE ACCEPTED AND HELD FOR THE SUBDIVISION OF wo I L 15. - -SECTION BLACK LOAM FIVE ACRE TRACTS WAS PLATTED IN 1906. THE SURVEYOR WAS A. L. RUDES. F THE PLAT DEPICTS THE STREET CENTERLINES PARALLEL TO THE NORTH N AND EAST LINES OF THE NE 1/4 OF THE SECTION BY GIVING THE SAME '6 MEASUREMENTS OF EACH LOT BEGINNING AT THE INITIAL POINT (IP) OF 1 I THE PLAT WHICH IS THE NE CORNER OF THE SECTION AND BY GIVING THE w N SAME ANGLE FOR THE LOTS. THE LOT DIMENSIONS ARE GIVEN AS EQUAL Ln 1 26 ALONG THE NORTH AND EAST LINES OF THE NE 1/4. STREET WIDTHS ARE Ij GIVEN ON ALL NAMED STREETS. NO STREET OR RIGHT OF WAY WIDTH IS o GIVEN ON THE WEST SIDE OF LOTS 2, 3, 6, AND 7 OR ON THE NORTH 1 LINES OF LOTS 25 AND 26. THIS SUPPORTS SETTING THE LINES PARALLEL z 1 TO THE NORTH AND EAST LINES OF THE NE 1/4 AND ALLOWING THE EXCESS OR DEFICIENCY TO FALL IN THE SOUTH AND WEST SIDE OF THE PLAT AND IN THE RIGHT OF WAY THAT DOES NOT HAVE A WIDTH GIVEN. A TOTAL DISTANCE WAS GIVEN ALONG THE NORTH AND EAST LINES OF THE J PLAT. THE LOTS WERE MADE EQUAL ALONG THE NORTH AND EAST LINES OF THE SECTION. FOUND 3X3 CONCRETE MONUMENT CEDARGROVE PARK WAS PLATTED IN 1963. THE SURVEYOR WAS ARTHUR IN CASE W/1 /4" BRASS ROD WAAGA. THE LEGAL DESCRIPTION FOR THIS PLAT IS THE SOUTH 112 FEET DOWN 0.7' BELOW RIM OF TRACT 8, BLACK LOAM FIVE ACRE TRACTS. THEY FOLLOWED THE (12/27/00) ___�� I THE AT BY SUBDIVIDINGAND EAST I J 1 ONO 16 N88-29'16"W QUARIT RTER RF SECTION AND SETTING THE LOT LINESHPARAALLEL T01NES THE HE L AND EAST LINES OF THE QUARTER SECTION. 2605.29' J. - - _ PUGET COLONY HOMES WAS PLATTED IN 1968. THE SURVEYOR WAS MILES j DRAKE. THE LEGAL DESCRIPTION FOR THIS PLAT IS TRACTS 26, 27, 30 15 AND 31, BLACK LOAM FIVE ACRE TRACTS. THE EAST LINE OF THIS PLAT IS PARALLEL WITH THE EAST LINE OF THE QUARTER SECTION AND THE NORTH LINE IS PARALLEL WITH THE NORTH LINE OF THE QUARTER SECTION. i HOWEVER, THE RIGHT OF WAY ALONG THEIR NORTH LINE IS GIVEN AS 30 - M � FEET AND THIS MAY NOT BE THE CASE, DEPENDING ON HOW THE PLAT IS o m INTERPRETED. cp cV z KING COUNTY SHORT PLAT NO. 881050, RECORDING NUMBER 8201220536, ABUTS PUGET COLONY HOMES ON THE NORTH AND DOES NOT MENTION THE EAST -WEST 1/16 LINE. HOWEVER, IT'S LEGAL IS SUB -DIVISIONAL AND FOUND 3X3 CONCRETE MONUMENT IT'S NORTH LINE IS SUB -DIVISIONAL, BUT NOT THE SOUTH LINE. W/ 3" BRONZE DISC W/ MULTIPLE KING COUNTY SHORT PLAT NO. 488038, RECORDING NUMBER 8909120157, PUNCH MARKS DOWN 1.7' BELOW IS NOT IN BLACK LOAM FIVE ACRE TRACTS, HOWEVER IT DOES ABUT ON RIM THE WEST AND IS DESCRIBED AS SUB -DIVISIONAL AND DEDICATES ANY (12/27/00) 15 �• INTEREST THEY MAY HAVE TO THE PUBLIC OVER THE W. 30 FEET AND THE E. 30 FEET. 22 THE PLAT WAS APPORTIONED STARTING AT THE INITIAL POINT OF THE PLAT, SHOWN AS THE NE CORNER OF THE SECTION. THE LOTS WERE MADE EQUAL ALONG THE NORTH AND EAST LINES OF THE SECTION. THERE WAS NO RIGHT OF WAY WIDTH GIVEN ON CEDAR ST., HOWEVER ADDING UP THE LOT AND RIGHT OF WAY DIMENSIONS THAT WERE GIVEN LEFT 30 FEET FOR CEDAR ST. RIGHT OF WAY ALONG THE NORTH LINE OF THE NE 1/4 OF THE SECTION. LOTS 1 AND 2 ON THE PLAT WERE EQUAL, SO WE MADE THEM EQUAL EVEN THOUGH OUR MEASUREMENT OF THE NORTH LINE OF THE NE 1/4 WAS SHORTER. LIKEWISE ON THE EAST LINE OF THE SECTION, THE LOTS WERE MADE EQUAL, EVEN THOUGH OUR MEASUREMENT OF THE EAST I LINE WAS SHORTER. THE BLOCK AND LOT LINES WERE MADE PARALLEL TO THE NORTH AND EAST LINES OF THE SECTION. BECAUSE THE PLAT LEGAL WAS SUB -DIVISIONAL, THE RIGHT OF WAY MAYBE MORE OR LESS THAN 60 FEET ALONG THE WEST LINE LOTS 2, 3, 6 AND 7 AND THE NORTH LINE OF \ LOTS 25 AND 26. SCALE: 1" = 200' THE FOLLOWING SURVEYS AND PLATS USED THIS METHOD ALSO: CEDARGROVE PARK, VOL. 72, PG. 50, 1963, ARTHUR WAAGA PUGET COLONY HOMES, VOL. 86, PG. 59, 1968, MILES DRAKE ROS, VOL. 25, PG. 291, 1980, GORDON RECTOR ROS, VOL. 25, PG. 292; 1980, GORDON RECTOR ROS, VOL. 92, PG. 33, 1993, KENNETH GILLES ROS, VOL.108, PG. 61 ; 1995, EUGENE SPROUT REFERENCES: -- W I F Q 600.62'-"---��" Q I 7- -' J- �P - - - NE 3RD ST. 600.63' - 43 45 1 -_ I cv _ ( 46 47 143 49 31 30 M _ I O 42 I !- c i r41 11 1 32 z 1 8 9 iVF J 40 I w 29 I `� I 11 C'p/ 38 Z 1 33 28 5 61 12 I �� m 1 - - W _ - I I SHEET ! 6 13 I 6 34 0 27 man600.62' 14 I Q 600.63' ,CT -26- ----� �-� 1 TRACT C 16 I N _ - - - 1 VACATED' I J 17 w RIGHT OF�WAY 25 o l m I' f 1 Z1 J of U- 18 I Q i 1 22 23 24 N88'21'13"W N I 1 w 0 L20 300.32' 1 57 58 Lo 59 60 Z& 1 I CEDARCROVE PA K r T000150.00' I a 1 7 0 - - _J�� DIV. 1 V72 P o 30' o N o _ 660.64-1--i--L- 1--- ZN - - - _ _ - - - N88'213W _ _ - 1321 28' 64' - 1 1 FOUND 3/8" BRASS PLUG W/PUNCH - - - - 60' IN CONCRETE MONUMENT IN CASE 1 60' 1 1 1 0.47' S, 0.91' W OF CALCULATED I I INTERSECTION I 25 I 1 (12/7/00) N.E. 2ND i STREET (S.E. 132ND ST.) I I II �0 ------{ 1-------------- 1 -I-- ,-Q -----------------12 32 I '15 I 1 '16 ----------J 114 N88'29'16"W 2652.29' - - - - 2633.3' (PLAT OF BLACK LOAM) 15 WEST QUARTER CORNER NOT FOUND PER CEDARGROVE PARK DIV. 1 V72 P50 SECTION BREAKDOWN AND SHEET INDEX MAP PLAT OF BLACK LOAM FIVE ACRE TRACTS - VOLUME 12 OF PLATS, PAGE 101. PLAT OF CEDARGROVE PARK DIV. 1 - VOLUME 72 OF PLATS, PAGE 50. PLAT OF SURVEY FOR JOHN R. SHOOK - VOLUME 25 OF SURVEYS, PAGE 291. PLAT OF SURVEY FOR CLARENCE L. BENTLEY, JR. - VOLUME 25 OF SURVEYS, PAGE 292. RECORD OF SURVEY FOR HOWARD BANASKY - BOOK 145 OF SURVEYS, PAGE 270. RECORD OF SURVEY FOR BURNSTEAD CONSTRUCTION - BOOK 104 OF SURVEYS, PAGE 62. RECORD OF SURVEY FOR KENNETH R. GREGORY - BOOK 7 OF SURVEYS, PAGE 129. RECORD OF SURVEY FOR MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL - BOOK 2 OF SURVEYS, PAGE 33. AMENDED RECORD OF SURVEY FOR ROBERT E. LEVY - VOLUME 94 OF SURVEYS, PAGE 258. T I' HORIZ. NAD 83/91 CITY OF RENTON CPS CONTROL NETWORK HOLDING CITY OF RENTON MONUMENTS C.O.R.#1851 (BASE POINT) AND C.O.R.#1852 THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE OBTAINED UTILIZING GLOBAL POSITIONING SYSTEM (CPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. COORDINATES ASSOCIATED WITH THIS DRAWING ARE PROJECT COORDINATES WHICH MAY BE CONVERTED TO STATE PLANE GRID COORDINATES BY SUBTRACTING 100,000 METERS (328,083.3333 FEET), THEN MULTIPLYING BY (0.99998385), THE INITIAL COORDINATE CONVERSION WAS PERFORMED USING THE WSPC2PD COMPUTER PROGRAM PROVIDED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (CPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING CPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. NOTE: 1. INSTRUMENTATION FOR THIS SURVEY WAS A ONE MINUTE THEODOLITE AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. CITY OF RENTON FILE NO. FPXX-XXXXX F -6a -05 N.E. 4TH STREET SIENN (S.E. 128TH STREET) 10 11 1 1 N88'21 13"W 1321.28 POR NE /4 OF NE /4 , SEC 15, TWP 23 N, RGE 5 E, W.M. ` 15 14 CITY OF RENTON, KING COUNTY, WASHINGTON FOUND KING CO. MONUMENT FEBRUARY 2002 CITY OF RENTON MON NO. 1852 (10/27/00) 1 1 , E3,1/\CK LOAN] FIVE ACRE TRAVC OL. 2 P...I.l01 O I 2 I �/ N88'21'13"W 600.62' P �� 75.02' 60.02' 60.02' 60.02' 94.20' 13.98' �'.51' 09 88.38' 22.22 Z 82.86' <v 57.88' cl' `\' N17'54'59"W I r-i w w w I.� -10' O3 62 cv o I 9,452 SF 55 i^ 54 r , 553 w !u N05'05'2,8"E 25' 1 co / / t r `t u) `o x 26.56 ` j 7,410 SF I r7 LL 29 � 7,575 SF c2 7,491 SF 7,409 SF �, i 52 ,moo N BUFFER' 1 ♦♦^^ (J�j CC o N o N o N M 9,390 SF 51 MIN. \ y, 31 Il r co r(( C7 30' DETAIL „A" z 29 z= 28 z 28 o N i 28 �^ 9,882 SF z I 7 2' �l I SEEESHDEET 7 z �n O = p o c,? O I ab O7 O O i O= 28 �'� ^ w +; r ` s rn \5• I ® I =90'00'00" cv R=25.00' 0=3'45'12" i • 5® E � 0 5 L=14.48' i ;no � 10,067 SF 2 I Lr) \ L=39.27' ---- � � - _- _ i�� � ,,� a � .e FFER I dN- J � 50.00' '32.5- 60.00' 60.00' -45.53' -+LQ �� :Y�� 28 �v M\N 49;61 i �i /� N88'21 08 W I N N.E. 3RD STREET �� �� �, O5' N ��� c� N89'41'13"W [p=41 •00. ST=74.78 v ,o ,�h o - - 00"-----Q\ ST o O7 0, / �____ O 10'- �) i I o I \ cv 270.54' A=32•13',�2.-,��200 `��) �^ °' of v7 W o R a TRACT B I 21' N �, • C� ° 0ii TRACT A ^ / 1�I I L / 50.00' _ t69.00' 69.00' 27.54' ---� \77? S°•\ �� v \ OPEN SPACE r ` SENSITIVE AREA • -- 32.528.0' �C6 6' 27,992 SF 7 2'-� �--� AS 8,611 SF 2 W 0=90'00'00 ----� �-� " lS !� 10 �1L=107'22 4 c 2 ti 0 4 9 0l _ R=25.00' i. in N '� 41 �' O,O cs O I I 1 �r o I R=25.00'` h O 6'' (, �25'� �I d w O L=39.27' O w O O w O L=46.85 `\ 4v \\f '` 0 1 11 31 I�1 00 Q SEE DETAIL B. o O o o M I 5 0,/ I BUI - FFER (I t V_ �' / SHEET 7 Z ro o ao Sri No �O N tiQ 8u » r I WE I 0 cv z > a 1 2 0 3 o 4 zi '` d• �O, 0=14*43'40 cs 1 HAND ( I) I Z o o F/ `� 7 �� \ L=37.01' i 1 I ® z 7,741 SF o0 7,245 SF z 7,245 SF z 8,415 S ���P� �^ �•��po / OS Q�S o O / i i , 51' ,� J r 1 •_ � CT 10' O p 12 13 13 c>� �� �,� �� ^ / �` c" `--ice �6� 3 I �-�{ i j 9' VACATED STREET O O '� 98'46'18" � � w � --gS I 32 I 12=2 08'46" �� `\/ • \ rn RIGHT-OF-WAY O / a/ `� R=25.00 t Gy I i N89'41'13"W 213.00' ^ 1 •-• L=19.51' 27' L=43.10' \ `L� � � � r-.L � '�•�/4�� I; 75.00' 69.00' 69.00, ,V$ / S, 44 �\ W � 75.00' 71.59' 66.41' 93 , `�7' 2 \ 7 C78_. C9 4 - 29;24' C5 EXISTING MONUMENT IN CASE in A 67,> O 7>391 SF S�`�6S p �3g. - N 5'X10' �2 5 216, �L ® ��O �S�� ° 4° 00" - co w ,=1*29'35 ` j `a' S), 25 `o \ 9S`� C�� OSEE DETAIL "F" N �+�. 15o > > 4.23> \ / SHEET 7 co 7 8,498 SF L=13.58' `� /�7 7 2�3 `'� `b ' _ N88'2i'13"W 76.33'-N88'23'14"W 370.96' �n �n !� G i 0 02 7 ��o' �O 6.38'^ ^^ �-- ST=59.51' 46.32 - - 7,404 SF 00 0 7,200 SF -co O C�3 O 7�' i ��j^ J 240.80' SEE DETAIL "C" z 00 M 7° / ` �q� d�`338? 43 p v \�1�� N VARIES 360.33' N88'21'13"W 0SHEET 7 O o L=77*24'28"�Aj rye i 27" 7,355 SF �� �� 42.79'- L=90'00'00"o v z LD R=25.00' /�^ i 7 S'2 0ti 4�J 4, `o p`? o^ - =5'33'34" L=33.78' 8 7 O�$ 25 O 7,250 SF °j O p -� !� KR=25.00' �n io ,<v i� 0' ham' ^� cO o L=39.27' L=18.05' 7 Q �oti N67. 26 ,� o ry /In 4 _.., � 7 o oI 1 50.00' 53.57' d t���_ �,ry 7 27 S' 6 O o `h !� N l a� 0 2 ti N - ' O _ `� O �002 4) 7,380 SF cv �% ro � in _ N89'41'13"W _ ST=4_2.0_4' SEE p=90'00'00" 42 "�' 0' 9 o 48 f[�v DETAIL "E" 0 87' o !`� N Ono 0° 4 9 \ 158,57' R=165 0o�\Sr�A2 SHEET 7 R=25.00' 7,340 SF 26 z 7,350 SF o 7,692 SF Ocv \39.27' S 25 0 41 W^ /V�2,32ry 27 z I 27 z I 1 50.00' _ 53.57' _ ( 7,210 SF 3 A=90100'00" L=26.87' R=25.00' �'=10'41'33" a,/, 70 °�3' 68.5 195.60' p !n , g \ ti a o 40 3 9' I N80-42' I a z L=39.27' w O u� �: �$7 \ _ off• 7,201 SF 6 04' 63.69' 62.334"ww w Z SEE DETAIL "D" ^ o Ory, L=44.98' .\ ^ Z`V ^ SHEET 7 t N N 1 00 8 0 0 0 o ryry; 0=17'S3'48'% i \ �� °\ o� o d 0 O o '-I 9 a; �°� ° 5'X10' 5t ) ° 39 o (o 7,491 SF z 7,212 SF Z 10 i� 0' O �cV� 7,203 SF ICI z 14 7,845 SF ��: / O \�6 \ N67. O 23 �` ^� 3� ILU IS \ ^ ry ^ry I75.00' 61.56' 14 =�,� ^tio 11 � �\ � 2 1' = 8,128 SF o ry,�I N89'41'13"W 136.56 mac, �� 6S. 7,284 SF s, o o 3S; �x \RIGHT-OF-WAY 6 =^VACATED STREET 30' �`' �� �35 15 o h 'IV 12 .� L=5.95' O I 32 7,284 SF � O 0 61 00 16,023 SF i 2� ^ 13 ( 36 10,0 I0 to ol14 150.00' N88'21'13"W i 3 15 0 TRACT i OPEN SPACE SCALE: 1" = 50' 0 25 50 100 BASIS OF BEARING: (SEE SHEET 3 OF 6) SEE SHEET 6 OF 7 ® STANDARD CITY OF RENTON MONUMENT IN CASE ® MONUMENT, FOUND AS NOTED (R) RADIAL BSBL BUILDING SETBACK LINE O PUBLIC UTILITY EASEMENT �2 PUBLIC WATER EASEMENT O PUBLIC STORM DRAINAGE EASEMENT O PUBLIC LANDSCAPE EASEMENT O PRIVATE STORM DRAINAGE EASEMENT �6 PRIVATE ACCESS AND UTILITY EASEMENT �7 PUBLIC ACCESS EASEMENT XX REFERENCE GENERAL NOTE LOCATED ON SHEET 2 OF 7 €XXXXXJ HOUSE NUMBER LINE TABLE LINE LENGTH BEARING LOT TRACT L1 46.18' N00'18'47"E 48 L2 23.83' N65'03'21 "W 62 L3 18.64' N48'41'13"W 50 L5 27.10' NO3'01'30"W B L6 9.79' N10-27'53"Wi A L7 30.45' N31-54'37"W I A CURVE TABLE CURVE LENGTH RADIUS DELTA LOT TRACT C3 30.62' 200.00' A=8'46'18" CENTERLINE C4 31.76' 500.00' 0=3'38'21" CENTERLINE C5 21.91' 25.00' A=50'12'29" B C6 46.39' 179.00' A=14'50'55" 4 C71 39.85' 25.00' A=91'20'00" B C8 27.48' 130.00' A=12'06'43" 62 C9 62.68' 144.00' 0=24'56'20" B C18 27.92' 144.00' L=11'06'31" B I CITY OF RENTON FILE NO. FPXX-XXXXX ;o SIENN POR NE 1/4 OF NE 1/4 , SEC 15, TWP 23 N, RGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FEBRUARY 2002 SEE S „EET 4 OF 7 EXISTING MONUMENT � ' ,� r w IN CASE ��� J R r=1%-� ��� l� �1 C r OSEE DETAIL "F" SHEET 7 N.E. N8-8'2"3'14-_"fW _ -3-70.96' ______83"W 7.33' N E -E-. 3' R STREET I 630'4J 40.8 VARIES 119.53N88 2113 W 360.33' ' vA-I S 61.00' 76.60' 72.94 1=88'40'00"-y- p-912'00" .0R=25.000R=25O 21' 5' - �• 21' N - a, 7,327 SF I "� 0 30 47 00 48 49 � I 7,200 SF ' N 06 8,317 SF � N89'41'13"W z N89'41'13"W f I 27 101.00' 98.50' I 3 2 1110, 0 r �o o N80•4O o 7,272 SF 29 .� 2 04 W o 5. (D ^ 21 I o I 7,200 SF o 19 69' 64.77'11-- 195. 96 �� I N N89'41'13"W 4w It, 2.5' O C) 101.00' N89'41'13"W O 37 N o� oo I 98.50' [� 38 t�, 12,658 SF I 5 o Lo � ro o 33 (D 5' 0 7,272 SF 5 O 28 0 ,�� VACATED STREETLli 21 oLij W I o 7,200 SF 17 2 O �\ \ RIGHT-OF-WAY O10> I 20 00 U o N N89'41'13"W W O O 0 0�� z o 0o 101.00' ♦♦ 99 N89'41'13"W 5' V 98.50' Z 36 0 34 0 5' O i 9,843 SF c? 7,272 SF I J I 27 L CL 7,200 SF r h 1� � Vr , \i I N89'41'13"W �� N10`05 �` q2 101.00' ®I N89'41'13"W L 0 1� I„ TRACT D N6 5' >- N 5'O 98.50' -1 OPEN SPACE N 35 �,,540 J 1) - _ A05 F o 7,443 SF '�3"yy 4 26 p% 5,842 S 1 �. D%3� A� I °° 22 I 7, 200 SF N p O O O A=91'20'00" �) L�l� pp�17 I R=34.00' 4=16'40'47" 19 � 5, �=54.20' L=22.12' oo to \� 66.23' � ���•oo \�\ C' EE D TAIL "G„ C npp�� ,'p ' <' N730025" L1 u' SHEET 7 N.G. 21VD �� � �� 374 106,76. 17 `� U4 C11 N88'21'13"W- 96.74' R� COURT N 25 N f D 70 \ 8,074 SF o --35.68' 61.06' 37.5' � rn , p `S 10 10 L=12.92' _ _ ------------------- 0=5'08'27" 'n L-8.18' �_ coo r O 6'09'S5' p cr 11 21' 21' O rn + N89'41'13"W �j 'o �$ l SEE DETAIL "H' �' 20' 99.12' JI SHEET 7 w O O co I � 21 0 1- � � r 'o o - 22 O 5 m 7,201 SF o n 7,200 SF o - 23 10'--� w �`v 24" f I N C14r I 18 z 18 z 7>699 SF ^t N 7,202 SF `t• r� � 10 19 69.52' 69.22' Z - • �„ ` 51.01 '-' 71.27' 99.30' 9' VACATED STREET 32 351.33' N88.21'13~W 010, w RIGHT-OF-WAY I' r 30' 20 �, i(6 y- -7 Z I I 4 01 U \l 005 �1 �� SEE SHEET DETAIL "I 7 I I Jr� 1 ' j J� ,SR( .� V J - 108.41' -- ---L- 660.64' - - 660.64' N88'21'13"W 2673.10' "®c C - - N.E. 2ND STREET (SE 132ND STREET) FOUND 3/8" BRASS PLUG w/PUNCH IN CONCRETE MONUMENT IN CASE I Q 0.47' S. AND 0.91' W. OF CALCULATED INTERSECTION ♦^ > Vd Q (12/7/00) 1 � I J I I I CITY OF RENTON FILE N0. FPXX-XXXXX LINE TABLE LINE LENGTH BEARING LOT TRACT L1 46.18' N00'18'47"E 48 L4 31.01' N81'28'52"E CENTERLINE CURVE TABLE CURVE LENGTH RADIUS I DELTA LOT TRACT C1O 39.85' 25.00' A=91'20'00" 20 C11 29.27' 165.00' 0=10*09'55" CENTERLINE C12 26.98' 175.00' 0=8'49'55" CENTERLINE C13 37.61' 25.00' L=86*11'32" 21 C14 17.74' 102.90' 0=9*52'34" CENTERLINE C15 59.46'1 102.90' L=33'06'22" 25 C16 24.00'1 186. 00'1 0=7'23'40" D C17 32.85'1 25.00' A=75'16'51" D SCALE: 1" = 50' 0 25 50 100 BASIS OF BEARING: (SEE SHEET 3 OF 6) LEGEND: 6 STANDARD CITY OF RENTON MONUMENT IN CASE ® MONUMENT, FOUND AS NOTED (R) RADIAL BSBL BUILDING SETBACK LINE 10 PUBLIC UTILITY EASEMENT O PUBLIC WATER EASEMENT O PUBLIC STORM DRAINAGE EASEMENT 04 PUBLIC LANDSCAPE EASEMENT �5 PRIVATE STORM DRAINAGE EASEMENT O PRIVATE ACCESS AND UTILITY EASEMENT 07 PUBLIC ACCESS EASEMENT XX REFERENCE GENERAL NOTE LOCATED ON SHEET 2 OF 7 €XXXXXJ HOUSE NUMBER FOUND KING CO. 3" BRASS SURFACE MONUMENT W/PUNCH MARK CITY OF RENTON MON NO. 1852 (10/27/00) in '1 u Q 0 J lij Y U Q Li.lu J m � O � ui > Q J 00 o N W d' .� N J 0� FP- 0 -2 - 05 / SIENNA POR NE 1/4 OF NE 1/4 ,SEC 15, TWP 23 N, RGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FEBRUARY 2002 SEE SHEET 4 OF 7 uj � I > W ®' I I Q vl W M _ I.E. 2N® STREET FOUND RAILROAD SPIKE I0.20' S, 0.07' W OF CALCULATED INTERSECTION (12/7/00) LINE TABLE LINE LENGTH BEARING LOT TRACT L41 31.01' N81-28'52"El CENTERLINE CURVE TABLE CURVE LENGTH RADIUS DELTA LOT TRACT C10 39.85' 25.00' A=91'20'00"I 20 C12 26.98' 175.00' A=8'49'55"I CENTERLINE OPEN SPACE I 0 -- ' 37.5' RJL- O SEE DETAIL "H" SHEET 7 21 � 9' VACATED STREET w RIGHT-OF-WAY d o 30' co C) J I Q U N 0 � � -' _ — 660.64' r N88'21'13"W 2673.10' — -- _ 660.6, (SE 132ND STREET) uj FOUND 3/8" BRASS PLUG w/PUNCH > + w IN CONCRETE MONUMENT IN CASE 0.47' S. AND 0.91' W. OF CALCULATED I Q INTERSECTION w (12/7/00) 'A Z/ I V e J AI N LEGEND: B STANDARD CITY OF RENTON MONUMENT IN CASE ® MONUMENT, FOUND AS NOTED (R) RADIAL BSBL BUILDING SETBACK LINE 10 PUBLIC UTILITY EASEMENT �2 PUBLIC WATER EASEMENT �3 PUBLIC STORM DRAINAGE EASEMENT I�4 PUBLIC LANDSCAPE EASEMENT O PRIVATE STORM DRAINAGE EASEMENT 06 PRIVATE ACCESS AND UTILITY EASEMENT �7 PUBLIC ACCESS EASEMENT XX REFERENCE GENERAL NOTE LOCATED ON SHEET 2 OF 7 JXXXXXJ HOUSE NUMBER SCALE: 1" = 50' 0 25 50 100 -� BASIS OF BEARING: (SEE SHEET 3 OF 6) CITY OF RENTON FILE N0. FPXX-XXXXX F --05 / SIENNA POR NE 1/4 OF NE 1/4 ,SEC 15, TWP 23 N, RGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FEBRUARY 2002 W W z Z 1o' @ 56 N.E. 3RD STREET Lt! 7> =13'37'56" uj 0=13'37 56' Q L=5.95' L=5.95° Q o uj 0 2RR•�s� °LLI o w a O Lu �=1337'S5" � O L=5.95' 1 N.E. 2ND COURT N.E. 3RD STREET = 10' U FE DETAIL "A" LLJ DETAIL "B" DETAIL "C" NOT TO SCALE NOT TO SCALE NOT TO SCALE N.E. 2ND COURT I u.i I 5 z 1 ,�• lQRIGHT-OF-WAY 9' VACATED STREETL=10*30'26 11 W 07 1) L=4.58' 70• Q. O -t •-r 5 10' TRACT B o2 SENSITIVE AREA 7 II _ � � A�ha o9 -% ♦ � N I i L=6.94' �1I•� o 0 4S8,w( I i 7 , v o R=27.50' T z L=43.84' 24.63' --�- DETAIL "D" DETAIL "E"NOT TO TO SCALE NOT TO SCALE N88'21'13"W O O DETAIL "F" NOT TO SCALE 2 N.E. 2ND COURT TRACT D OPEN SPACE Q d=9'09'29" ol_ w L=4.00' O W '� c� o O OG "S(9b 21 o W I 20 > z z 0=11'S9'41" o Q I L=5.23' �0-�i 5' W 7 i Cn 9' VACATED STREET 10- 1 1�0' Q N.E. 2ND COURT O RIGHT-OF-WAY 32 9' VACATED STREET I RIGHT-OF-WAY ( t!) DETAIL "G" J " " L =2.52' 8" I O DETAIL H L=1o.s2' NOT TO SCALE NOT TO SCALE �y1Iix 7 .:6.17' N88'21'13"W DEDICATION OF RIGHT-OF-WAY N.E. 3RD STREET 0=6'03'51 " I /- L=18.95' O O Ao�\ 4 DETAIL "J" NOT TO SCALE 10 PUBLIC UTILITY EASEMENT O PUBLIC WATER EASEMENT O PUBLIC STORM DRAINAGE EASEMENT O PUBLIC LANDSCAPE EASEMENT O5 PRIVATE STORM DRAINAGE EASEMENT O6 PRIVATE ACCESS AND UTILITY EASEMENT O PUBLIC ACCESS EASEMENT N.E. 2ND STREET DETAIL "I" NOT TO SCALE W z uj z 0 J CITY OF RENTON FILE NO. FPXX-XXXXX