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LUA02-051 Large Format
U&NIL; % KK S A NU LUA I NAVD 88 HORIZ. NAD 8J 91 BASIS OF BEARING HORIZ NAD 8J/91 CITY OF RENTON GPS CONTROL NETWGIRK HOLDING CITY OF RENTON MONUMENTS C.O.R./1851 (BASE POINT) AND C.O.R./7852 THE FIELD MEASUREMENTS FOR 774/S TOPOGRAPHIC SURVEY WERE OBTAINED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. COORDINATES ASSOCATED WITH THIS DRAWING ARE PROI ECT COORDINATES WHICH MAY BE CONVERTED TO STATE PLANE GRID COORDINATES BY SUBTRACTING 100,000 METERS (328,o6aJJ33 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 POSl77ONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 95W EQUIPMENT MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STA77ONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES THIS SURVEY MEETS OR EXCEEDS 7HE STANDARDS SET BY WAC J32-13O-090. ORIGINAL BENCHMARK. CITY OF RENTON- "1851 " - A 3-112" DOMED BRASS DISC WIN A PUNCH MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERSECTION OF NE 4TH S7REET (SE 126TH STREET) & 140TH AVENUE SE. ELFV = 398 549 SECONDARY BENCHMARKS. T8M-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 NOIR7H EDGE OF GRAVEL POLE SUPPORTS POWER TO HOUSE / 13016. ELEV. - 431.56 T BM-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 INTERSECTION OF SE 1J2ND STREET & 146TH AVENUE SE. POLE 1317969 167563. ELEV. - 420.55 L EGA L DESCRIPTION PARCEL A: 7RACT 5, EXCEPT 7HE EAST 300.32 FEET THEREOF, BLACK LOAM 5 ACRE 7RACM ACCORDING TO THE PLAT ]HEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASI-IINGTON. PARCEL B. THE NORTH 2O1.10 FEET OF THE WEST 300.32 FEET OF 7RACT A BLACK LOAM 5 ACRE IRA CTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLA75. PAGE 101, IN K.i.NG COUNTY, WASHINGT ON. TRACT 3, BLACK LOAM 5 ACRE TRACTS; ACCORDING TO THE PLAT THEREOF; RECORDED IN VOLUME 12 OF PLA7S� PAGE 101, IN KING COUNTY, WASHINGTON. 7RACT 6, BLACK LOAM 5 ACRE TRACT£, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS PAGE 101, IN KING COUNTY, WASHINGT ON. TRACT 7, BLACK LOAM FIVE ACRE TRACTS: ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLA75; 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 THE WEST 75 FEET OF THE SOUTH 120 FEET THEREOF. SUB,CCT 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 IRA C75, AS CREATED BY INSTRUMENTS RECORDED MARCH 22, 1949 UNDER KING COUNTY RECORDING NUMBERS J886216 AND J886217. SHEET INDEX 1 COVER SHEET 2-3 WA TER PLANS 4-7 WATER PROFILES 8 WA TER NOTES 9 WA TER DETAILS IE"$ APR - 12002 -..) �-+nlL,f:NGNfI i-ARINE.fiS LL( 'iFi.(FVUE wA WATER DISTRICT NO, 90 v, Z Q i 4- c+ 0) 0 Z PC 0 8 a�a o � •- a n ��J 'V Va� MICHAEL L MATHESON, PE PROJECT MANAGER WLUAM COWDREY, PLS PROJECT SURVEYOR CLAY A. L00MIS PE PROJECT ENGINEER KEWN C. THOIIAS, ALSA PROJECT LANDSCAPE ARCEIM FIRST SUBMITTAL DATE: 11128101 SCALE: Rom: I =1 oo' vw.: EXPIRES: 10/22/02 3/2S/o2 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01_ 10 s ® 2002 TRIAD ASSOCIATES] SHEET NO. 1OF 9 B Z Z CL �ui Ir LULL zio Lu OU w n ERVICE 'VICE .RVICE VICE a VICINITY MAP 7Lu NOT TO SCALE ENCHMAi RTICAL DATUM- NA AND DATUM BASIS OF BEARING: HORIZ. NAD 83191 CITY OF RENTON GPS' CONTROL NET*URK 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 U77LIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. COORDINATES ASSOCIATED W17H 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 WSPC2PD COMPUTER PROGRAM PROVIDED BY THE WASHINGTON STA7E DEPARTMENT OF TRANSPORTATION. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POS177ONS WERE FIELD MEASURED UTILIZING GL06AL POS1770NING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE 77ED INTO THE CONTROL POINTS U77U2/NG LEICA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF B07H ANGLES AND DISTANCES THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090, ORIGINAL BENCHMARK. CITY OF RENTON- '1851' .= A 3-112' DOMED BRASS DISC W17H A PUNCH MARK ON CONCRETE" STREET SURFACE AT THE CONSTRUCTED IN7ERSEC77ON OF NE 4TH STREET (SE 1287H STREET) & 140TH AVENUE SE. ELEV - 398.549 SECONDARY BENCHMARKS. 7BM-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 7BM-8 = 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 INTERSECTION OF SE 132ND S7REET & 1467H AVENUE SE. POLE 1317969 167563. ELEV. = 420.55 LEGAL DES GRIP TION 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 U77LI77ES SHOWN IS WA Y NOT BE A CCURA TE IT IS THE CON 7RACTORS FIELD VERIFY LOCA 77ON TO PROCEEDING WITH i Z y = 9 4 Q A41CHAEL L. MATHESON, PE PROJECT MANAGER WILLIAM CCNDREY PLS PROJECT SURVEYOR aAY A. L00#41S, P£ PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBIQTTAL DATE: 11121101 SCALE: HORM: 1 '=100' VERT.: EXPIRES. 10/22/02 4/0l`02 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-1 o s SHEET NO. / OF 3 6 Z rX LL V 1011, P_ atell-a� II J I r III PC=`•1+28.51 WETLAND B — U N REGU LaA 1_ ED WETLAND AREA 8+07.56 E 3RD ST [� 6 = 25+3 .44 L YONS A E I I Iix WETLAND (3.097s f) l + �r I . �. I •.. `ate ' + .: N III 4 ,36 i MITIGATION SUMMARY 426 E 28 d I..II 424 ..., Area to be Filled Area Impacted Required Provided :f 1 ) or Redesi nated Mitigation (1.5:1) Mitigation \ / g I_ n..... _ - -. 15 -- - I 43 430 .. �� X.. ••-- 50 sf 25 sf ` M . � ..L. Il.i I a�;b ;• .. � -_� .......:......_.,........,.�1 _ ...... 1,3 2,0 -- To Be Filled a S► .� if 422 t,' -1 a� TRACT -D . I I :I / Virtual Buffer 998 sf 1,497 sf 11..... Iti �I t Q26 6 APEN SPACE f Wetland Area 1 I •.I Pc = 2+ (Redesignated) . . . .. -�• III .�{IIII �, Provide Mitigati onTRACT CIP..... I : DETEM QN -- i ! � � �.•,17 PT .1•+60.29 F� 25 ; z X I PC = 1+31.01 i� �� '!NT 7+49.23 LYONS NE 2ND COURT 1 _ 1-1 2ND : x -_. _ :, _ ......�. II ► I 24 '� Q0.00 NE GT • ro --t� 18 T. . I ........: _.. ,.........k ....,r � 422 —7+ 76. 20 / PT / Q21 22 k,� ..............._......_....v ro._., ........ `� .N \ �. 23 424 ......... 3� � :. � I � � 4 2 •2� {. N x / \, ) � �• s s i \, � I¢� \ - ............. • 422 i . I. o19 • I � . j � � L 1 L....; ' 57 Ali.. is i ......�..I. 58 59 0 20 yIn f £ Ar j x...M 420..... _. _ II s — .....; . . ( — I :. .................... .�, 420 ..... ........:. Sp — — — _ f 1 \ �. . _ — �. .. C9 .. F` ... _ .. — —�— I •X 4.... — J...................................5.. -- — — 18 �.... �. 6 — — — _ — 420 �---- -� _ W W — — — - --#-- �� S — ............................................... _ S — — — �.� _ ...... �42 - - — I _ — 420 _ — — M __` T-�-.. _ _ .� — — �. "' �J 422 ...... D f r4,: ' --� — 42 3 Y — -�f _...... _......... }_ _t— GT — — --- — I \ - ,:.< .:': ........ �.......... _ �....... ..........w 424 — — F ... , . 2 — _ SD �... �R}t �" ... 1.g — � :.. .. �............_ ...... �.......�. SD 4 — 432 432 EXISTING GRADE 426 PROPOSED GRADE 426 A EXISTING EXISTING EXISTING A' UPLAND WETLAND UPLAND PLANTING PLAN SIENNA DEVELOPMENT NORTHWEST BIOLOGICAL CONSULTANTS, INC. 16410 84th Street NE, #D-413 Lake Stevens, WA 98258 (360) 691-4951 LEGEND 2,025 sf 1,497 sf 3,522 sf . •428 FIGURVE 2 _...... ... .._ .... 2l lD ..------- x.—.—.— —.— PLANTING SCHEDULE FOR MITIGATION AREA —`J STREET SPECIES COMMON NAME QUANTITY MIN. SIZE �wrn� worm raoTEO �ua� 12" x R ALUMINUM SIGN KITH WETLAND AREA wNs a a smm To NOTE REE FLECTIVE BACKGROUND. ms+oe xnvc Ywe7.T �..iu wwx. INSTALL ONE PER PROTECTED nr� u�r ocrnae FEATURE. nn "�1Jie1'�• (SEE SIGN DETAIL, RIGHT) • = Fixed monitoring point A = NGPA sign location 5 2' UK TYPE I SIGN CHAMFER AT TOP, PERMANENT) NATIETE GROWTH PROTECTION AREA THIS WE, AND UPLAND BUFFER ARE PROTECTED TO PROVIDE WILDLIFE HABITAT AND MAINTAIN WATER QUALITY. PLEASE DO NOT DISTURB TM VALUABLE RESOURCE. • SEE RECORDED PLAT FOR RFSTRIC770Nc, NO TE: I. SIGNS SHALL BE PLACED AS SHOWN ON PLAN. NATfVE GROWTH PROTECTION AREA SIGN DETAILS GENERAL PLANTING NOTES l . 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 minimum requirements. 3. 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 dole and will be at least 3 inches deep. 7. Lathe stakes will be used to locate each plant during years 1 through 3. Shrubs Pubus 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 trichocarpa 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 plicata 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%). �P-oa-o5 I d./ /?---- --- ! ! / r . ,. . . .r" . . . . .an ww=6 SCALE: 1" = 20' 0 10 20 40 PLANTING SCHEDULE FOR MITIGATION AREA 62 ` ;`� l I SPECIES COMMON NAME •o ! k WETLAND AREA Shrubs Rubus spectabilis Salmonberry . � • I - .; :. � Acer circinatum Vine maple I ... Cornus stolonifera Red -osier dogwood Herbaceous \ _ \ e Carex obnu to Slough sed • I :�. p g g Trees \ . . . I I I` Populus trichocarpa Black cottonwood © ........... BUFFER AREA 1 i I Shrubs Acer circinatum Vine maple BUFFERAREAI Sambucus racemosa Red elderberry / ( Symphoricarpus albus Snowberry TRACT A ! . Z I / Herbaceous OPEN SPACE \�/ 0 — Poly stichum munirr{m Sword fern \\\ V W ! LU 1, / lPter, rum aqua vurm rac en ern MITIGATION AREA Gaultheria shallozz Salal Q I i Trees `• 0• I Thz ja plicata Western Red cedar WEMAND "A" \ � \ I O . - . - . •I : I , i Acer macrophyllum Big -leaf maple Pseudosuga menziesii Douglas fir FIGURE 3 PLANTING PLAN QUANTITY MIN. SIZE SYMBOL 50 2 GAL. Q 40 2 GAL. 0 40 2 GAL. ® 75 plugs 0 10 6' to 8' min. O 75 2 GAL 0 75 2 GAL. 75 2 GAL. 0 25 1 GAL. [] 25 1 GAL. 50 1 GAL. O 15 6' to 8' min. O 15 6' to 8' min. C) i 0 6' to 8' min. 0 Recommended Seed mix: An erosion control seed mixture will be applied at a rate of 80 \ ! I I pound per acre as ground cover prior to installation of any shrubs or herbaceous species. \ I I The mix will be composed of a native seed mix appropriate for wetlands and buffers and • I will include redtop (-201/o), red fescue (-400/o), and white clover (-401/o). - N ; GENERAL PLANTING NOTES : A, j ! 1. 1. The locations for the shrubs will be staked in the field as needed prior to planting. \ ° ••• 0 ' . . . ' 2. All plant material specifications for size and condition are minimum requirements. VIRTUAL BUFFER1 one year guarantee on all plant � .... WETLAND AREA ' � - • I ,: 3. The landscape contractor will provide a full o y g / ' 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. / r and herbaceous species will be planted centers on 5 foot ce to will planted P 5 Shrubs wt be \ = i. .... ...... . on 18 inch centers. Shrubs will be planted in clusters to provide a more natural ...� :.: appearance. \ r \ 6. Mulch rings will be located around each planting hole and will be at least 3 inches deep R ;!- . . . . . . . . . . . . , . ; 7. Lathe stakes will be used to locate each plant during years 1 through 3. TRLAD ASSOCIATES 11814 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488,0756 toll free www.triadassoc.com O z a W y 2w W QC A MICHAEL L. MA7H 3W P£ PROJECT MANAGER IRUJAM CONDR£Y, PLS PROJECT SURVEYOR CLAY A. LOOMS; PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: SCALE: 110ML: 1 "=10' vw.: N/A STAMP NOT VALID UNLESS SIGNED AND DATED m 00� 00 JOB N0. 0 1` 1D a Z SHEET NO. 0 © 2002 TRIAD ASSOCIA SHORT CITY 0l ' ,.A 7F �l � 9 Rc'lA'1� F" LEGEND o MAID_ BOX © CB (TYPE 1) LIGHT POLE O STMH (TYPE 11) M GAS VALVE OS SANITARY SEWER MH TELEPHONE CABINET _2 M WATER VALVE ® WATER METER SERVICE -6- FIRE HYDRANT -o- UTILITY POLE E— GUY WIRE ' SOUTH 5th STREET ant_ WEL-,.,46-,.- SI GN CONIFER TREE TO REMAIN DECIDUOUS TREE TO REMAIN CONIFER TREE TO BE MOVED DECIDUOUS TREE TO MOVED ao ..a_2t5-„ 0 J-r -------- --- ---Ir------- - - - ------------------------ Iw c , .A ---------- ------------------- - --- — --- - , Ex ce m EL - as-u I I_V. 00 E a I , — LOT f 1 LOT 24 W CL 2LW-In I I' 0 SMITHERS 3rd ADD TO RENTPON ' � � 1 O I I I I VOL 10 PAGE 96 I I 00 i i 1 I I I LOT 1 I ( ( i _ u CYCLONE FENCE : 3b.Q0 � N 89' 5'47" 'E 119.97' , , 00 0 1 o. WOOD FENCE4� t N LOT"' ` 'E I� o N 89'45-47 s '^ LOT` (— 1 r o 1 0 1 o ------ N 89*4,5T47qB " Q 1 1 LOT\,' _ o I i + O w o �1 I0 i l N h 1 LOT 3 119. �6� WOOD ' `S 7" W 0 a FENCE LOT CYCLONE FENCE o ; � ; I 1 zraE.'. O I I 1 r� 5 '67FEI�CE"9.96' I I 1 LOT 4 ' 1 I 1 1 1 LOT 21 +, `°1� SMITHERS 3rd ADD O RENTPON 130 00' o 0' MY_YI! IVOL 10 PAGE 96 ST 31W EL �ua _ ,_,_ poopom ST IF 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 j947d TOUMA ENGII�''�RS 507 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) 251-0625DAN T. JUNE, 2005 898-001-051 EXPIRES - 6/22/07 CHKD. BY I SCALE I SHEET 1 1 MHT 1" = 30' OF t S IENNA VOL/PG POR NEW OF NE 1/4 , SEC 15, TWP 23 N, RGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SEPTEMBER 2002 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 7HE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF 7HE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WIN THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO 7HE 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, U71U71ES 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 EN71TY DERIVING TITLE 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 7741S 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 WTHIN OR WTHOUT 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 77-IE APPROVAL OR CONSTRUCTION OF THIS SUBDIVISION. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH 774E FREE CONSENT AND IN ACCORDANCE WIN THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. CONNER HOMES COMPANY, A WASHI TON ACORPORATION BY:6i! ITS: ACKNOWLEDGMENTS BANK OF AMERICA, N A, A NATIONAL BAN ING ASSOCIATION BY: otg- ITS: Rt ( AS LENDER ONLY, OT AS OWNER ) STATE OF WA HI TDN COUNTY O I CERTIFY I OW OR HAVE SATISFACTORY EVIDENCE THAT -*KD — SIGNED THIS INSTRUMENT, ON OATH STATED THAT 40M.IRE AUTHORIZED TO EXECUTE IN UMENT AND ACKNOWLEDGED IT AS THE L� ♦�THE�{�E ANt _ 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 �E E. p, ��� .00 SIGNATURE OF ,•,.. •,• i NOTARYPUBL�IC •lt MY APPOINTMENT EXPIRES '_�� STATE OF WASHINGTON COUNTY OF1 _ I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT G_ 4 A. r"'WQt- AND _ SIGNED THIS INSTRUMENT, ON OATH STATED TTH CTHHEY )r� Z4UTHIORIIZE TO EXECUTE ATHE ND BANK OF AMERiCAANINSTRUMENT AND ACKNOWLEDGED IT AS THE �'tC7tATK)NAL BANKING ASSOGAiiON, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED— CA • 3� • e�►00'7••• OO�'•J."CgS�S' SIGNATURE OF NOTARY PUBLIC 'NOTARY *'r TITIF :L ay% MY APPOINTMENT EXPIRES NOU • 12 I W EASEMENT PROVISIONS AN EASEMENT IS HEREBY GRANTED TO CITY OF RENTON, PUGET SOUND ENERGY, KING COUNTY WATER D157RICT 90, QWEST, AND AT&T CABLE SERVICES AND 7HEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WTH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS EXCEPT THE WEST FRONTAGE OF LOTS 1, 7, 8 & 56 IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS CABLE, PIPELINE, AND WRES WTH THE NECESSARY FACIU77ES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND 07HER PROPERTY W7H ELECTRIC, TELEPHONE, GAS, CABLE TV SERVICE, SEWER AND WATER, TOGE7HER WTH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIMES FOR 7HE PURPOSES STATED. EASEMENT FOR THE CONS7RUC710N, REPAIR, RECONSTRUCTION AND MAINTENANCE OF DRAINAGE FACIL177ES ARE HERESY CREATED AND ESTABLISHED FOR THE BENEFIT OF THE ABUTTING LOT OWNERS, OVER, ACROSS, AND UNDER 7HE TWO AND ONE -HALF FEET IN WDTH OF 7HE POR77ON/ OF EACH LOT ABUT77NG A LINE COMMON WIN ANOTHER LOT OR TRACT. NO STRUCTURE, PLAN77NG OR OTHER MATERIAL W-11CH MAY DAMAGE OR INTERFERE WTH THE WSTALLA77ON AND MAINTENANCE OF U77LI71ES OR FACILITIES, OR W-11CH MAY CHANGE THE D/REC7ICNV OF FLOW OF DRAINAGE CHANNELS IN 774E EASEMENTS, OR WHICH MAY OBSTRUCT OR RETARD THE FLOW OF WATER THROUGH 77-IE DRAINAGE CHANNELS IN THE EASEMENTS, SHALL BE PLACED OR PERMITTED TO REMAIN WTHIN ANY OF THESE EASEMENTS. THE PORT70N OF THESE ':'ASEMENTS ON EACH LOT SHALL BE MAINTAINED BY 774E OWNER OF THE LOT, EXCEPT FOR THOSE IMPROVEMENTS WTHIN THE EASEMENTS THE MAINTENANCE FOR WHICH A PUBLIC AUTHORITY, U77LITY COMPANY, OR THE COMMUNITY ORGANIZA77ON ARE RESPONSIBLE. A PRIVATE LANDSCAPE EASEMENT IS HEREBY CREATED AND ESTABLISHED OVER, ACROSS AND UNDER PORTIONS OF LOTS 56, 1, 7, 8 AND 20 AS DEPICTED ON SHEETS 4, 5 AND 6 HEREIN, TO PROVIDE FOR THE CONSTRUCTION REPAIR, REPLACEMENT, RECONSTRUC710N AND MAINTENANCE OF COMMON LANDSCAPING IRRIGATION, FENCING, ENTRY WALLS AND APPURTENANCES TO BE OWNED BY THE SIENNA COMMUNITY ORGANIZA77ON ("GRANTEE ). 774E GRANTEE SHALL BE OBLIGED TO MAINTAIN THE LANDSCAPING, IRRIGA7ION (IF ANY), FENCING, ENTRY WALLS AND APPURTENANCES THERETO, INSTALLED BY THE DEVELOPER OR SUBSEQUENTLY BY THE GRANTEE W7HIN SAID EASEMENT AND WTHIN ADJACENT PUBLIC RIGHTS -OF -WAY. THIS GRANT OF EASEMENT MAY BE TERMINATED BY A COURT OF COMPETENT kIRISDIC77ON UPON A FINDING 7HAT 774E GRANTEE HAS MATERIALLY DEFAULTED IN SUCH GRANTEES OBUGA77ONS UNDER THIS GRANT OF EASEMENT. NO LOT OR POR77ON OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN W4ICIH LOCATED. 11814 115th Ave. ME \\ 1Grldand, WA 98034-49923 425.821.8448 425.821-3481 tax CITY OF RENTON FILE NO. LUA-02-051-FP ASSOCIATIES SMAN0756Will tee LND-10-0389 www.tnadassoc.00m APPROVALS CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS � DAY OF OGTO s��, 2002 . x " eg�&z Z6-ow Q�e�� ADMINIS OR CITY OF RENTON EXAMINED AND APPROVED THIS DAY OF MAYOR Hal 01=14kicolmilloOk Wu , 2002. ATTEST CLERK OF THE COUNCIL 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 PUBLIC USES ARC °kO IN FULL IS DAY OF 2002. FINANCE DIRECTOR 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 HERElk a (; F Cl,,_.,,,' �W A CONTAINED, DEDICATED AS STREETS, ALLEYS OR OTHER PUBLIC USE ARE PAID IN FULL THIS Jr/ DAY OF �.2002. �d k. A � DIRECTOR DEPUITY C f.0 A 1 6w 9 's V14 �qn ¢Q 3A7bfi'. .� a �W�'"•`y�.. _ =3LJ . JOIT, ENT OF AS '"' 'iviENTS EXAMINED AND APPROVED THIS 4�2 DAY OF 2 2.,. KING COUNTY ASSESSOR DEPUTY ASSESSOR COVENANTS SEE DECLARATION OF PROTECTIVE COVENANTS FOR SIENNA AS RECORDED UNDER RECORDING Na Q 02l 0 O 9l00a7 Sf RECORDS OF KING COUNTY, WASHINGTON ALL LOTS ACr'u^ TRACTS WiTHIA THIS PLAT ARE SUBJECT v 774E SIENNA COMMUNITY ORGAN,,ZA^ON ESTABLISHED IN ACCORDANCE WITH WASHINGTON STATE LAW W 410H IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID SIENNA COMMUNITY ORGANIZA77ON RECORDED UNDER RECORDING NO. ;002-0090Q�7 Ste. RECORDS OF KING COUNTY, WASHING TON. DECLARATION OF COVENANT 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 7HE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS LONG PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIW90N THEREOF THIS COVENANT SHALL RUN WTH THE LAND AS SHOWY 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. G JU ,PROFESSIONAL LAND FlCATE N0. 22335 TRIAD ASS ATES 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 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 JOB NO 01-108 SHEET 1 OF 7 .l 0 r-- 0 SIENNA 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 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 PUTS; PAGE 101, IN KING COUNTY, WASHINGTON. PARCEL C: TRACT 6, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN KXUME 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 7HERE0F 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 PARCEL F: THOSE P0R770NS 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, WHICH PORTIONS ATTACHED TO THE ABOVE DESCRIBED PARCELS A,B,C,D AND E; BY OPERA77ON 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 MAPERVIOUS 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. THE PRIVATE ACCESS AND U77LITY EASEMENT GRANTED OVER AND UPON LOTS 23 AND 25 IS FOR THE BENEFIT OF LOTS 24 do 25. LOTS 24 do 25 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT P0R77ON 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 FOUR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT P0R770N 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 SKULL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT J. 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 REC0NSTRUC77ON 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 P0R77ON OF THE PRIVATE STORM DRAINAGE SYSTEM USED NV COMMON. VOL/PG 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 FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 17. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 20 IS FOR THE BENEFIT OF LOT 19. LOT 19 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND REC0NS7RUC710N OF THAT P0R770N OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 19. 18. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 21 IS FOR THE BENEFIT OF LOT 22. LOT 22 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND REC0NSTRUC71ON 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 PORTION OF THE PRIVATE STORM DRAINAGE SYSTE7M SERVING LOT 27. 20. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 28 IS FOR THE BENEFIT OF LOT 29. LOT 29 SHALL BE RESPONSIBLE FOR THE MAINTENANCE; REPAIRS AND RECONSTRUCTION OF THAT P0R77 N OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 29. 21. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 33 IS FOR THE BENEF7T OF LOT 32. LOT 32 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND REC0NSTRUC77ON OF ]HAT P0P77ON OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 32. 22. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 35 IS FOR THE BENEFIT OF LOT 34. LOT 34 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND REC0NS7RUC710N OF THAT P0R71ON 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 59. LOTS 36, 36 AND 39 SHALL BE RESPONSIBLE FOR THE MAINTENANCE; REPAIRS AND RECONSTRUCTION OF THAT P0R71ON OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 24. THIS NOTE HAS BEEN 1NTEN770NALLY REMOVED. 25. THE PRIVATE STORM DRAINAGE EASEMEN T 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 THAT P01R71ON OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 26. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 46 1S FOR THE BENEFIT OF LOT 45. LOT 45 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT P0R71ON 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 47. LOPS 45 AND 47 SHALL BE RESPONSIBLE FOR THE MAINTENANCE; REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 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 REC0NSTRUC7701V OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTE7M USED IN COMMON. 29. 77-I£ PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 55 IS FOR THE BENEFIT OF LOT 56. LOT 56 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND REC0NSTRUC77 N 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 THE MAINTENANCE; REPAIRS AND RECONSTRUCTION OF THAT PORTION CV" THE PRIVATE STORM DRAINAGE SYS'',TM USED IN COMMON. 31. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN TRACT B IS FOR THE BENF_F1T OF LO' 62. LOT 62 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND REC0NSTRUC770N OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 62. ACCESS EASEMENT WITNESSETH THAT SAID GRANTOR(S), FOR VALUABLE C0NSIDERA77M RECEIPT OF WH/CH IS HEREBY ACKNOWLEDGED, HEREBY GRANTS AND CONVEYS AN ACCESS EASEMENT OVER, ACROSS, AND UPON THE PRIVATE DRAINAGE EASEMENTS SHOWN ON 114E FACE OF THIS PLAT, PER AN ENGINEERING PLAN APPROVED BY THE CITY OF RENTON, A MUNICIPALITY C0RP0RA71ON OF KING COUNTY, FOR THE PRO„LFCT KNOWN AS SIENNA FOR THE CITY OF RENTON AS GRANTEE, TO ENTER UPON SAID EASEMENT(S) FOR THE PURPOSE OF OBSERVING AND INSPECTING THE FAOOPcc TO ASSURE THAT THE 0W14ca(S), THEIR SUCCESSORS AND ASSIGNS ,4vF PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACIU77ES PURSUANT TO THE 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 SUBSEOUENTIAL OWNER(S) THEREOF, FOREVER. 11814 115th Ave. NE \ Kwidand, WA 98034-923 425.821.8448 425.821.3481 fax ASSOCIATIES 800 488 0756 bN fee 0 JOB NO 01-108 CITY OF RENTON FILE NO. LUA-02-051-FP SHEET 2 OF 7 EXPIRES: �� 9/03 LND-10-0389 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/PUNCH 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.) N8871 '13'W MONUMENT W/PUNCH MARK 2642.56' C17Y OF RENTON MON N0. 1852 2647.0' (!".-'AT OF BLACK LOAM) (10/27/00) 15 r------------ f - _ _ _ - 1321.28' to 11 N 507779.4432 i I -------------- --T- F6 - 8 - - - _ _ E 1665846.7853 I \ \��b1•T I 1 _l r T—T-"�-'�—__s�—_----- \s� -T T T- 1 1� 1 121�W� I I I I T1s� 14 1 1 I I °� I I I I I I 1 2 6 1 2 1 1 > 9 1 8 1 N 507704.9362 \------ I 1 I T — — (— _ L 1— — I- - L —1-�j 7J E 1668469.6013 I 2 I I I \ I I I I I \ I I I I/ MORGAN PLACE( 6 -------- ( L_ \ ` I I ( �,V205 P68-77 r---� I ____-----�------------- ^ SHE T 4I i � �� AFN.20020228001891 51 I BOUNDARY NARRATIVE: I I _ — 01 — — 1 1 I N 507398.9566 1 1 i D , 4 I i 4 1 AUGUST 16 2001 E 1667176.9864 ( f 20ui 00-298 AND 01-108 ( 1 56 J 55 ' SG f 53 52 5t / `61 VACATED - - - - I LOKEN PROPERTY AND JOHNSON PROPERTY ) I I I al I I W � RIGHT OF WAY 15 1 3 I i I N£ 1/4 OF SEC77ON 15, TOWNSHIP 23 N., RANGE 5 E, _� NE 3RD ST. / TRACT - —I w L WM KING COUNTY, WASHINGTON I a I g Y 1 Z B $ MERIDIAN IS NAD 83/91 BASED ON CITY OF RENTON GPS CONTROL .. I 1 2 3 4 LJ R A ( I� - - -� -, s I m - I I W r, 1 O I NETWORK AND DERIVED FROM CPS OBSERVA MANS ON CITY OF REN TON. L u p + I 2• - - CONTROL POINT NUMBERS 1851 AND 1852. - ` Z + 44 - SHEET 5 w - - t 7-- - -5- r 600. 62' _ - - '- -I' - I I PORTIONS OF LOTS 3, 5, 6, 7 AND 8, BUCK LOAM 5 ACRE TRACTS, Q Q Q 4 45 - NE 3RD ST. 600.63 VOL. 12, PAGE 101, RECORDS OF KING COUNTY, WA. — — THE NORTHEAST QUARTER OF SECTION 15 WAS SUBDIVIDED USING THE _ „� i �42 46 47 14 49 31 30 I II FOLLOWING MONUMENTS:0 F- i i 41 w I I NE CORNER, 3" BRASS SURFACE MONUMENT WITH PUNCH MARK '� ry g 9 tiF 6 40 1 32 w 29 i I N 1/4 CORNER, 3" BRASS SURFACE MONUMENT WITH PUNCH " _ w o I WOD/4 CORNER, 3" X 3' CONC. MONUMENT, IN CASE, WITH 1/4" BRASS U �. 11 Cp�,� 38 I 33 � 28 I S 1/4 CORNER, 3" X 3" CONC. MONUMENT, aJ CASE WITH 3' BRONZE ( 62 / 12 RT 13 — 13 I r -DISC. WITH MULTIPLE PUNCH MARKS. W I SHEET 6 I 16 3a 27 W 1/4 CORNER, ACCEPTED DESCRIPTION AND POSITION GIVEN ON: _ 600.62' 14 I �o ROS, BK. 92, PG. 33 AND ROS, BK. 108, PG. 33; CONC. MON. W/3" i - 600.63' I a o qo ^I I BRASS CAP, BURIED 1' DEEP. , I 6 TRACT CT �" -28' - - - - - -{ N x o I WHEN COMPLETED, THIS SECTION SUBDIVISION WAS COMPARED WITH KCAS I T C t7 -� VACATED AND SECTION SUBDIVISIONS USED IN THE FOLLOWING RECORDS OF SURVEY - _ 1 AND FOUND TO BE ALMOST IDENTICAL >] j I w tGHT OF�YIAY 25 I ( m ROS, VOL. 25, PG. 291; ROS, VOL. 25, PG. 292 ROS, VOL. 92. PG. 33 L _ - - 7 18 z e I ROS, VOL. 94, PG. 258 ROS, VOL108, PG. 61 ROS, VOL. 145, PG. 270 I I 1 I 1 1 22 23 24 N8871'13'W I W f- m I THESE CORNERS WERE ACCEPTED AND HELD FOR THE SUBDIVISION OF I L_ 19 300.32' -SECTION 15. 57 58 59 L zI 20 I I 1 CEDARGROVE PA �K r — o . BLACK LOAM FIVE ACRE TRACTS WAS PLATTED IN 1906. THE SURVEYOR 150.00' O 6 1 7 1 i W Q _ _ -�W — — — i >- DJV. 1 V72 P 0 0 WAS A. L RUDES. o _ 660.64 - J -, _ ( 2 m Z Lil THE PLAT DEPICTS THE .STREET CENTERLINES PARALLEL TO THE NORTH -r-� - - 660.64 I N N8871 13 W — — N 1 AND EAST LINES OF THE AoE 1/4 U- THE SECTION BY GIVING THE SAME — — — — — — — — — — — _ _ _ —1321 28T i I MEASUREMENTS OF EACH LOT BEGINNING AT THE IN/77AL POINT (IP) OF FOUND 3/8" BRASS PLUG W/PUN .W N THE PLAT WHICH IS THE NE CORNER OF THE SECTION AND BY GIVING THE 1 60'1 IN CONCRETE MONUMENT IN CASE I SAME ANGLE FOR THE LOTS THE LOT DIMENSIONS ARE GIVEN AS EQUAL I 1 0.47' S, 0.91' W OF CALCULATED 160' I I / Q I 1 ALONG THE NORTH AND EAST UNES OF THE NE 1/4. STREET WIDTHS ARE 1 1 INTERSECTION GIA NOR I I I i Q o1 I GIVEN ON ALL NAMED STREETS. NO STREET RIGHT OF WAY IS 2 J , I (12/7/DO) N.E. 2ND 1 STREET (S.E• 132ND ST. ~ VEN GW THE NEST 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 ) 1 I W oc I 1 TO THE NORTH AND EAST LINES OF THE NE 1/4 AND ALLOYING THE I 1 10 I ( I J EXCESS OR DEFIGENCY TO FALL IN THE SOUTH AND WEST SIDE OF THE I '�� 9 �]' PLAT AND 1N THE RIGHT OF WAY THAT DOES NOT HAVE A WIDTH GIVEN. A _ I I I 1 AGR� SON I I Z f TOTAL THE LOTS WERE MADE EQUALALONG 1}iE NORTH AND EAST LINES ----� F---------------1���� 4A�'�------------� 1 OF THE SECTION. 28 1 1 j j A10 I� 2' � FGiitiO 3X3 CONCRETE MONUMENT CEDARGROVE PARK WAS PLATTED IN 196J THE SURVEYOR WAS ARTHUR IN CASE W/1/4' BRASS ROD WAAGA. THE LEGAL DESCRIPTION FOR THIS PLAT IS THE SOUTH 112 FEET DOWN 0.7BELOW 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 SEC77ON AND SET71NG THE LOT ONES PARALLEL TO THE NORTH 16 N2605. 6"W L — AND EAST LINES OF THE QUARTER SEC77ON. 2605.29' �1. — PUGET COLONY HOMES WAS PLATTED IN 1968. THE SURVEYOR WAS MILES 15 DRAKE. THE LEGAL DESC?IP71ON FOR THIS PUT 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 SECTION AND THE NORTH LINE IS PARALLEL W1TIH 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. � N FOUND 3X3 CONCRETE MONUMENT W/ 3" BRONZE DISC W/ MULTIPLE PUNCH MARKS DOWN 1. 7' BELOW RIM (12127100) 15 1, KING COUNTY SHORT PLAT NO. 881050, RECORDING NUMBER 8201220536, ABUTS PUGET COLONY HOMES ON THE NORTH AND DOES NOT MEN T70N 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 8909720757, 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 W. 30 FEET AND THEE. 30 FEET. 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 TIME NORTH AND EAST LINES OF THE SECTION. THERE WAS NO RIGHT OF WAY WIDTH GIVEN ON CEDAR ST., HOWFWR 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 SEC770N, THE LOTS WERE MADE EQUAL, EVEN THOUGH OUR MEASUREMENT OF THE EAST 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 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, I'V63, ARTHUR WAAGA I 32 11 15 1 ------j L - - - - - - - - - - - - - - - i N88 29'16 "W 2652.29' 2633.3' (PLAT OF BLACK LOAM) I jF , L---------------J /14 NEST QUARTER 15 CORNER NOT FOUND PER CEDARGROVE PARK D/ V. 1 V72 P50 SECTION BREAKDOWN AND SHEET INDEX MAP 1 \lk 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 SCALE: 1" = 200' \ REFERENCES: � PLAT OF BLACK LOAM FIVE ACRE TRACTS - VOLUME 12 OF PLATS, PAGE 101. PLAT OF CEDARGROVE PARK DI V. 1 - KX UME 72 OF PLATS, PAGE 50. PLAT OF SURVEY FOR JOl•IN R. SHOOK - VOLUME 2N 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 BURNSTFAD CANS7RUCTION - 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 POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. COORDINATES ASSOCIATED WITH THIS DRAWING ARE PRO,ECT COORDINATES WHICH MAY BE CONVERTED TO STATE PLANE GRID COORDINATES BY SUBTRAC71NG 100,000 METERS (328,083.3333 FEET), THEN MULTIPLYING BY (0.99998385), THE INITIAL COORDINATE CONVERSION WAS PERFORMED USING 7HE WSPC2PD COMPUTER PROGRAM PROVIDED BY 7HE WASHINGTON STATE DEPARTMENT OF 7RANSPORTA71ON. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED U71UZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. MONUMENT POS177ONS THAT WERE NOT DIRECTLY OBSERVED USING CPS SURVEY 7FCHNIQUES WERE 71ED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR 7HE 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" THEO0OU7E AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. \ 11814 1151fi Ave. NE K►ridand, WA 980344 3923 IRM 425.821.8448 425.821.3481tax ASSOCIATES 800 488 0756 bi fnw www.biadassoc.com F.V�RF" WA vie; O f�G 0 VK� iyt CITY OF RENTON FILE NO. LUA-02-051-FP LND-10-0389 5M Q I SHEET 3 OF 7 EXPRES: 10/19/03 N.E. 4TH STREET I NNA* (S.E. 128TH STREET) N8871'13'W 132128' 10 11 POR NE 1/4 OF NE l/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) VOL/PG BLACK LOAM FIVE ACRE TRACTS V OL.1 2 P GA O I O I 2 75.02' 60.02' N8871'13"W 600.620 P / rr�� j60.02' 60.02" 96.35",-'•E _`\/ �J 10' 4a T 13798, 68.51�6 88.81' 19.64' z 64.4l' ! Z 76.33' �(0 v/ vs i I J � v� � G� �' �'_ N17'54 59'W k / 56 0 �' � w, �= 23.45' o f 9,452 SF 55 ^. 54 ^, 53 ;-�10' � QQ• ►► J530� `� 7.575 SF � 7,491 SF * '� 7,409 SF '� I N047521 E ?5' \ 7,589 SF Ns . /� �o - , 5 2 .� 51 30.28' ; .�� W 1 cc) 29 ro ,4 €5310} r N J5316} °� 'w €5322} N I h %� �`1 BUFFER' 319} t'RJ ( � O p CV cp �i I 9,620 SF ^ p 9,656 SF r MIN.CI I \ 2 (p 30' SEE DETAIL 'A' z 29 z 28 Z 28 0 ^+ i €5328} �� �5334} O� A z �, 2 2 31 SHEET 7 2 + �lb � cy o N w O I' C� 0=9000'00' O 0 zs 2a �o 50 Z =3'45'12' I ^�, c+ R-25.00' ;n I , ,� 9,985 SF z L=39.27' L=14.48' i h a�' 154021 " °� 0 25 h N O I \ - k�R_4_60.00' -F��� 49.61'50 00' 60.00' -' 45.53' - - + Q q \ i� k 28 +�. 8 MAN , �� N8871 '08'W I N ...rt I � N N.E. 3RD STREET JK } I - _ N89 41 '13"W a =q 1 • ST= 74.78 ;v ^�ti p `lh p O 5 270.54' - - a 2 ;Op =-R` 8\,r�\ /0 �� �S '`"� �7 °'� �o / O 10• I I -4 TRACT A �°' TRACT B ; 21' �' SENSITIVE AREA I 46.80' - T� 6860' 68.60'-31.54' ? OPEN SPACE r- �I 27, 808 SF I f02 ---\� �8,395 SF N25.00 O in o ;n�0=107'224 C' �- u 39.27' o O O o O Nl L=46.85�` '�• \ ,G o 11 31 25' '? :♦ I \ SEE DETAIL "B' O of ` 0 `� BUFFER I SHEET 7 :� O 4 :-�1 O �• `� / I O 7,405 SF 7,203 SF p 3 ^ 8,877 SF21 t1e �ry 2'�9. A =14'43'40" trig "AND I 0 N 2 O ;r 00 rlo0 7,203 SF .* 15327} �i4' •� / hry O �O Ate' s�\ L=37.01' I I I I Z p €53051 a, €5311 } 5315 �� O / �� ��• - i i 5' T RACT B 10' 4O o 12 z 13 } 00 13 G,k�`'oc�� ��� �h� Al / x. ; I O "sue • I ; / lb In z z �.=98 46 "18' `L �„ `ire �����, -� I 9' VACATED STREET 12 N8941'13'W 213.00' 0=2'08'46' / �a6/ h/ R=25.00 \'��. �+ ��9i' I RIGHT-OF-WAY L=19.51' ,. L=43.10' 71. 80' 68. 60' 6& 60 \ \ �� R h 75.00' 71.59' 62.4144 ' "s ?,. / +p to O �- s 4 �'1 C9 i-- G 7,391 SF s ��S B- --29.24 EXISTING MONUMENT IN CASE � 5'X10' 7 �S �O O 9 • C5 N s6.. w Q 1 �2a�}(5415} �o +�� \ °' *o 00- - cV 7 ^ 6 5=129'35' tih s'��• 25 O s _`\ a� ?3' OSEE DETAIL 'F L=13.58' �. /� O h h' �' e____ �___ 1 1_ SHEET 7 N8B73'14'W 370.96' 7, 404 SF '� <<u 8, 455 SF i C, /p o� �i - �o' �O 6. 38' . �,�'� -N887 J '13' 76. ,3,3 {5300} c $ 7,200 SF €53121 O col (� OD ?- �O ��^' \ ST-59.51' 46.32' J - 240 80' - o €53061 � gyp, I` ' 4' 3p4 �^ + IES SEE DETAIL 'c' 2 o �� ' 338�'+ 43 ,� v" t �` 11 i6am, N8871'13'°W SHEET 7 O .6=77*2h7,355 SF 4279' 428 0 � 1 )SHEET a=z iR=25.' 4=90 00'00 C;b} 45 5 33 340`. _� h r;+� ^ R=250' y.o7,250 SF ' L-18.05 ° - L=39.27' L o Mi 2 So.oO s357' Oh �O h "sib 154211 �O ^O Q o I O I i O s�"/ �O �� �� �o ss�. ti 2s ti �c� 46 v ��- � .. � �'� � .4' 2 30' -it ,�`� '� ° 0 bS• 7,380 SF N I _ N8941'13'W _ ST=42.04' SEE �_ - `�0 O, �o s��• {5427} N 47 a 48 ;� • 49 _5 17- ¢ DETAI E 9000'00 42 �b- '9a 754 H 7,692 sF 15d57' R=16---� sT+ SHEE 7 R=25.00' 7,340 SF �� 26 a =?B L=39.27' 1270JI54041 41 0� Ns 27 2 }5501 } o 47.14 56 43 �� \ 25 0 +� - 7,210 SF a=90•0,0•�- -�aq•�, t )) \ 1h �, {5410} ?` O R-2500" CT • �o• Q� O� 195 h \ k 40 �• s8s9' s9' 2 L=39.27. aW 0�, ryh �`�0,, h 7,201 SF 36 04' I N80 4204'W 2 SEE DETAIL 'D ^ , 4 4� ,4i u h r \ / 0 y0 63 s? j3• I SHEET 7 # ry'\ �i }5416} 69 ` 39 7 200 SF °j ?ry 10 c w i \��o. ry, \ •h 7,203 SF I '0 7,200 SF 2 p 1j h °� }5301} j5307} 2 8,347 SF ,�, ; �: \ \ �� �O {5422} 0� 37 10' 4O 14 }5313} .O� O \asp N "s� .O 23 k '� 38 72.14' 63.0?' 14 ��3 ryC� 11 ^`O \bS:S seo�� O �� k 8€128 SF ,off ti ~' ��* '` `� 1� 5428 0 N89 41'13'W 135 16' N o B• ' i 7,284 SF .O� • h j�.y O �>,�• ,� VACATED STREET 154031 k n `'' O `SO• RIGHT-OF-WAY I �� .�0)3r� i�� 15 �`ti� �ry0 12 +�v \ \ 6=1 44'18' 7,200 SF •Oh • S \ 5.95' I 62 �j16,004 SF i 15 13 12501 ' I I10.0 ao -1 i "s'bs-shoo• \\�`\ 14 150.00' N8871't.3"w I I I SCALE: 1' = 50' 0 25 50 100 :.� v. : .i �a • LEGEND: & STANDARD CITY OF RENTON MONUMENT IN CASE ® MONUMENT, FOUND AS NOTED (R) RADIAL 1O PUBLIC UTILITY EASEMENT O2 PUBLIC ACCESS EASEMENT O3 PUBLIC STORM DRAINAGE EASEMENT O4 PRIVATE LANDSCAPE EASEMENT l�5 PRIVATE STORM DRAINAGE EASEMENT O6 PRIVATE ACCESS AND UTILITY EASEMENT (D PUBLIC WATER EASEMENT XX REFERENCE GENERAL NOTE LOCATED ON SHEET 2 OF 7 }XXXXX} HOUSE NUMBER LINE TABLE LINE LENGTH BEARING LOT TRACT L 1 46.18' N00'18'47'E 48 L2 23 83' N65 03 21 'W 62 L3 19.89' N48 41 '13'W 50 L5 27.10' NO3'01 '30-W B L51 9.79' N1077'53'W A _ L71 30.45' NJI' 4'37"W A TRACT D I 3 OPEN SPACE CURVE TABLE CURVE LENGTH RADIUS DEL TA LOT TRACT C3 30.62' 200.00' 6-846'18' CENTERLINE C4 31.76' 500.00' 6=3'3821 " CENTERLINE C5 21.91' 25. 00' 4-50'1229' B C6 46.39' 179. 00' 6-14'50'55' 4 C7 39.85' 25. 00' 6-91-20'00' B C8 27.48' 130.00' 6-12'0643' 62 C9 62. 68' 144. 00' 4-24 *56 20' B C18 27. 92' 144. 00' 6-1106 :31 ' B 70 11814 1151h Ave. NE \ )Q*Iand. WA 98034-6923 OaY• T,• UH c; wAg 01 � q� 0 425.821.8448�' 'jp• "r• 425.821.3481 flax ASSOCIATES 900.488.0756 tog free -� www.biadassoc.com CITY OF RENTON FILE NO. LUA-02-051-FP LND-10-0389 JOB NO 01-108 ai LANO SHEET 4 OF 7 EXPIRES: 10/19/03 FP-6 �2 - IC' 51 SIENNA POR NE 1/4 OF NE y4 ,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) MORGAN PLACE vOL. 20J Pu. s) a- I i AWN. nL.)U Laoul1 a�v j _ TRACT B OSEE DETAIL "F" L I - SHEET 7 —1- --� _N8873'14 `W 370.96 — VARIES 240.80' — -� u 5 01 j� 0 0 u 8 N8871 '13"W I I 2 p \1 ut.l� � N8821'13'W 2673.10' — — — — 660.64' N.E. 2ND STREET (SE 132ND STREET) SCALE: 1" = 50' 0 25 50 100 BASIS OF BEARING: (SEE SHEET 3 OF 6) LEGENDe B STANDARD CITY OF RENTON MONUMENT IN CASE ® MONUMENT, FOUND AS NOTED (R) RADIAL O PUBLIC UTILITY EASEMENT O PUBLIC ACCESS EASEMENT O3 PUBLIC STORM DRAINAGE EASEMENT O4 PRIVATE LANDSCAPE EASEMENT OS PRIVATE STORM DRAINAGE EASEMENT O 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 N0. 1852 (10127100) 10 _ 11 15 TV�14 W � /W I Q> Q I rr^^ I v♦ �p ( LINE TABLE NEST OUARTER CORNER NOT FOUND PER CEDARGROVE PARK DIV. 1 V72 P50 / 15 14 LINE LENGTH BEARING LOT TRACT L 1 46.18' N0078'47 E 48 L4 31.01' N812852 E CENTERLINE L8 46.93' N00'1847E BOUNDARY L9 80.00' N0078'47 E I _BOUNDARY z Ov J 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' 6=9120'00" 20 C11 29.27' 165.00' 6=10b955" CENTERLINE C12 26.98' 175.00' 6=6'49'55' CENTERLINE C13 37.61' 25.00' 6-8671'3.2" 21 C14 1774' 102.90' 6=9-52'34' CENTERLINE C15 59.46' 102.90' 6=33'06 22" 25 C76 24.00' 186.00' 6=723'40" D C17 32.85' 25.00' 46=75'1651' D C19 21.91' 25.00' 6-50'1229" 21 C20 28.58' 25.00' 6=652947" D C211 73.57' 196.00' 6=21,30 20" D C221 52. 9 l'i 154. 00' 6=19 41 '06 " 17 ui zW vi W > Q Q = 00 W _J z �p-6a-osl 3 W I I I 1 I z W I 1h QW N o Q ��I 1 �vI W S I E NNA VOL/PG POR NEW OF NE V4 ,SEC 15, TWP 23 N, RGE 5 E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SEPTEMBER 2002 SEE SHEET 4 0F 7 8 9 10 / / / / O h / 62 / / �10'0 N8871'13"W 150.00, I I I I 1 I I � I >~ I TRACT C I DETENTION 1 I � I I �i I o I I I I Z I N8871 13 W 60.02' \00 12 'IV 7.200 SF 154151 15 �6'bss� o0 66,589 SF O 250.62' 60. c,<' %O 14 7,272 SF {5419� 16 62.58' 38 / 1 37 I I VACATED STREET RIGHT-OF-WAY I .o h I I 36 I (� • �y�/ ro'�.g`� 16 4� o 8,519 SF154291 �►� R `� ��cr 1 o O ,N1 • ; OjJ ,00 O c 'boo. 17 ' z �, 7,773 SF w -' 12191 I �- - 2.00' o N89 41'13'W ' 113.97' g o 18 qi O 7,750 SF I `O 12131 o N89 41 '13'W N8871 13 W 113.97' 75. 00, 19 N 7,203 SF i e — 15 7,284 SF 154251 16 Q 57 O eWws 8158 SF €2071 I — I .W 58 59 60 0 0 17 , o I N • 7,200 SF eW 7,200 SF 4, N O � t(D10' o� 53221 * o 153281 € 5334 b 7,507 SF N LJ N I O r p to o O �53401 $ W $ N89 41'13'W N 30 ao N C3^ eW 2 113.97' O Z Z 30 N 20 �c o O plz OO 17 7513 SF O5' SEE DETAIL '1' v J I LL-L--68.00' ---- 60.02'- ---Fn n�'---- SHEET 7 2 0.Of 250.62'v-- 88.41 ' ,I- 125.00' .. - — — 660.64' N.E. 2ND N382113"w 2673.10' — — — S TR E E T (SE 132ND STREET DEDICATION OF--7Z RIGHT-OF-WAY FOUND RAILROAD SPIKE 0.20' S, 0.07' W OF — CALCULATED INTERSECTI0N FOUND 3/8" BRASS PLUG w/PUNCH_/ (1217100) IN CONCRETE MONUMENT IN CASE 0.47' S. AND 0.91' W. OF CALCULATED INTERSECTION (12/7/00) )LACK LOAN] FIVE r l-\rRE TRACTS VOL. J 2 FG,10 J LINE TABLE LINE LENGTH BEARING LOT TRACT L4 31.01' N812852 E 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=849 55' CENTERLINE C19 21. 91 ' 25. DO' 6-50'12 29' 21 C20 28.58' 25.00' 0=652947' D C21 73.57' 196.00' a=21:30 20" D C22 52. 9 I'l 154. Oo'l 6=19-41'06- 17 I CITY OF RENTON FILE NO. LUA-02-051-FP LND-10-0389 !9 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 O4 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 TRACTID OPEN SPACE SEE -DETAIL 'G' SHEET 3 � J A N -�37 5' CgO 2 21' 21' SHEETE7AIL `H" ' 21 1 Obi g � w O n/ N iu tu CAI 9' VACATED STREET RIGHT-OF-WAY � I 30' o 21 Q I N0078'47T 6 17' SCALE: 1" = 50' 0 25 50 100 BASIS OF BEARING: (SEE SHEET 3 OF 6) \ 11814 115th Ave. NE KwWand, WA 98034-6923 425.821.8448 425.821.3481 fax ASSOCIATES 800 488 07561d1 tree www biadassm am. JOB NO 01-108 SHEET 6 OF 7 660.64' I N N POR NE 1/4 OF NE 1/4 ,SEC 15, TWP 23 N, RCE 5 E, W.M. CRY OF RENTON, KING COUNTY, WA sHINGTON SEPTEMBER 2002 u.i Z ro' Q 56 N.E. 3RD STREET � LLj A=13'37' 56' > L= 5.95' uj (D Z ; o r� _ W A b � w U Q > l cc a O 6= l J'J7'55' L=5.95' N.E. 3RD STREET V '0� DETAIL 'A" Lu DETAIL 'B" NOT TO SCALE NOT TO SCALE N.E. 2ND COURT W 5 4i Z 6=10 :30'26' W O2 L=4.58' /,rc> > ��� (Dh 2k�/J� 05 4 co (� ,6=15'54 :30' pb � 10 � � e O co DETAIL 'D' DETAIL 'E" NOT TO SCALE NOT TO SCALE y N.E. 2ND COURT TRACT D l`A OPEN SPACE Q ,6= 9'09 29' L=4.00' (DW G \ems. W I 21 0 > O J Q 1I —L-5.23' (n I~ 9' VACATED STREET Z RIGHT--OF-WAY N.E. 2ND COURT p } DETAIL 'G" -j DETAIL "H" NOT TO SCALE NOT TO SCALE N.E. 3RD STREET O 6=6 03'S1 "' i � L=18.95' 0 ti. s moo - _DETAIL "J" NOT TO SCALE N66 �i�r O DETAIL 'K" NOT TO SCALE VOL/PG tll! z IW Q O v cc w 7 L =5.95' N.E. 2ND COURT DETAIL 'C" NOT TO SCALE IgRIGHT-OF-WAY i I� DETAIL "F" NOT TO SCALE l'o' VACATED STREET 9' N8871'13"Ih' ��-16.59 O 17' DEDICATION OF RIGHT-OF-WAY N.E. 2ND STREET DETAIL 'I" NOT TO SCALE LEGEND: O PUBLIC UTILITY EASEMENT O2 PUBLIC ACCESS EASEMENT O PUBLIC STORM DRAINAGE EASEMENT O PRIVATE LANDSCAPE EASEMENT OS PRIVATE STORM DRAINAGE EASEMENT O6 PRIVATE ACCESS AND UTILITY EASEMENT \ 11814 115Ih Ave. NE FGridand, WA 98034-6923 425.821.8448 425.821.3481 tax ASSOCIATES ��07��� lnvvw.triadassoC.00m 1VA 'oy 86rf O I- oG CITY OF RENTON FILE N0. LUA-02-051—FP �i LND-10-0389 JOB NO 01-108 SHEET 7 OF 7 -� AL LAND ExPREs: 10/19 /03 1 € € i \ I�►�, E € 4o i € NE 3RD - S v.t n rr.. , .xxvv .w........w.w.. �.......wr..4� f QCNC SLAB i fl € TYPICAL ROAD SECTION - JERII 5' PLANTER AND GUTTER HO A VENUE % 4 j 6 : 416 EXI i '-`...P.R.OPOSED R.0.W. VA CA (TYP.) q SCALE::.1" = 80' 40 80 AND GUTTER TYPICAL ROAD SECTION - NE 2ND S TREE T NOT TO LEGEND 20UNDARY r r r FENCE LOT LINE • • •---• • • SWALE OR DITCH -------- RIGHT-OF-WAY — - — - — - — - — TOP OF 40X SLOPE GUTTER, FLOW, & CURB LINE - — CENTER LINE ❑ EXIS77NG GRAVEL EASEMENT — — -- -- — — — BUILDING SETBACK LINE (BSBL) EX/STING ASPHALT - . 22C 10' EXISTING CONTOURS ... .•• ...... 218 - 2' EXIS77NG CONTOURS EXISTING WETLAND — —220- — — - 10' PROPOSED CONTOURS ----218 - 2' PROPOSED CONTOURS .71 EXIS77NG WETLAND TO BE FILLED CLEARING LIMI IS El PROPOSED R.O.W. VACA77ON ROCKERY aPROPOSED GRAVEL ElPROPOSED SIDEWALK PROPOSED STORM DRAINAGE ................... .............. SEWER MAIN `;....... SINGLE WATER ME7ER W/ .3/4" SERVICE ......................................................... SEWER SERVICE x;:, rF.;"� k.: DOUBLE WATER METER W/ 1" SERVICE ........ ... WATER MAIN FIRE HYDRANT �-� '-—STORM DRAIN PIPE '' + AIR/VAC RELEASE VALVE ----------------- ROOF do FOOTING DRAIN BLOW OFF. SEWER MANHOLE r GA TE VAL VE O YARD DRAIN ...... ZEE • CLEANOUT ; '""4 BEND ■ CATCH BASIN, TYPE I REDUCER CATCH BASIN, TYPE ll CONCRETE BLOCKING PROPOSED SANITARY SEWER SEKER MAIN m.M.r., SINGLE WATER METER W/ 3/4" SERVICE - SEWER SERVICEx}"' DOUBLE WATER METER W/ 1 " SERVICE "' "" : " '� w.. •.. WATER MAIN", FIRE HYDRANT ..... - ....................... STORM DRAIN PIPE AIR AC RELEASE VALVE .............................. ROOF & FOOTING DRAIN BLOW OFF SEWER MANHOLE GA TE VALVE YARD DRAIN ;...f TEE CLEANOUT "' BEND CATCH BASIN, TYPE l REDUCER CATCH BASIN, TYPE ll CONCRETE* BLOCKING PROPOSED WA TER ............... ... ........ _..... ... ............... S�LfCf7 /✓iAIN is .c hA,,Lr_ +A Tr ',IL- TER iT/ 1" e- R CE . J/\ r1�.� ............................ ................ SEWER SERVICE IRRIGATION METER WATER MAIN FIRE HYDRANT ............ .....'..,..__ ..............................- STORM DRAIN PIPE AIR/VAC RELEASE VALVE ......... ...... ................... ROOF do FOOTING DRAIN BLOW OFF SEWER MANHOLE N GA TE VALVE fit;; YARD DRAIN F-�� 1EE CLEANOUT BEND CATCH BASIN, TYPE I I► REDUCER - CATCH BASIN, TYPE ll CONCRETE BLOCKING _. EXISTING FEATURES — —S7— — — EXISTING STORM DRAIN PIPE -O- EXISTING POWER POLE — —SS— — — EXIS77NG SEWER MAIN B— EXISTING WATER METER — -- EXIS77NG WATER MAIN ❑ EXISTING CATCH BASIN, TYPE l � EX/STING f1RE HYDRANT EXISTING A/R/vAC RELEASE O EXISTING CATCH BASIN, TYPE ll VALVE .0 EXISTING SEWER MANHOLE 0-- EXIS77NG BLOW OFF X EXIS77NG GA 7E VAL VE 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 TD 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" CONCRETE VERTICAL CURB AND GUTTER 29 27_ 1 I _2% PROPOSED PAVEMENT PER CG CITY STANDARDS TYPICAL NOT ROADE SECTION VICINITY MAP NOT TO SCALE _ SITE INFORMA 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 SITE 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.D.W.: NET SITE ARE4: 589,292 SF (13.53 AC) DENSITY ALLO;IED: 5 LOTS / ACRE DENSITY PROPOSED: 4.66 DWELLING UNITS / ACRE NUMBER OF DWELUNG UNITS: 63 NUMBER OF LOTS. 63 STREET TYPE. PUBLIC RESIDENTIAL ACCESS ALLOWED MINIMUM L 0 T SIZE: 7,200 SQ FT ALLOWED MINIMUM LOT WIDTH: 60' CORNER MINIMUM LOT WIDTH. 70' ALLOWED MINIMUM LOT DEPTH: 65' UTILITY PURVEYORS: SANITARY SEWER: CITY OF RENTON WA TER: WATER DISTRICT #90 SCHOOL: RENTON SCHOOL DISTRICT FIRE: CITY OF RENTON TELEPHONE. 0W£ST COMMUNICATIONS POWER: PUGET SOUND ENERGY NA 7URAL GAS. • PUGET SOUND ENERGY CABLE T, V : AT&T BROADBAND REFUSE SERVICE • WASTE MANAGEMENT YARD SETBACKS SIDE FRONT SIDE CORNER REAR FRONT LOADED LOT. 20' 5' 15' 25' LEGAL DESCRIP 7ON PARCEL A. TRACT 3, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, INKING 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 PLATS, 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?AL: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 TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 101, INKING COUNTY, WASHINGTON,- EXCEPT THE If'EST 150 FEET THEPECF; ALSO EXCEPT THE EAST 200 FEET THEf'EOF PARCEL E., THE EAST 200 FEET OF 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 75 FEET OF Th'E SOUTH 120 FEET THEREOF. SUBJECT TO: EASEMENT FOR THE U:')E OF AND INGRESS AND EGRESS TO A CERTAIN WELL LOCATED ON THE LINE BET KEEN TRf-CTS 6 AND 7 OF BLACK LOAM FIVE ACRE TRACTS, AS CREATED BY INSTRUMENTS RECOROW MARCH 22, 1949 UNDER KING COUNTY RECORDING NUMBERS 3886216 AND 3866217. SUBJECT TO: EASEMENT FOR ELECTRIC TRANSMISSION AND OR DISTRIBUTION LINE. A RIGHT OF WAY 10 FEET /N WIDTH HAVING 5 FEET OF SUCH WIDTH ON EACH SIDE OF THE CENTERLINE OF GRANTEE'S FACILITIES' 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 425.821.8448 425.821.3481 far. 800.488.0756 toll free www.triadassoc.com A x MICHAEL L MA74ESON, PE PROJECT MANAGER BUD COtNDR£Y, PLS PROJECT SURVEYOR WlLUAM .4 GOGG/N, PE PROJECT ENGINEER KENN C THOM/AS, ASLA PROJECT LANDSCAPE ARCHITECT DATE: 9/05/01 SCALE: HoRm:1 "=80' vm,: PIRE,5/10/19/01 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 0 1— / 0 SUET NUMBER OF 5 5 1 I "Oo�—�i d uassr as aAV u;8tii as aAd u19S t — 1 1 1 OD a 1 1 w � 1 1 Ln w 1 rA 1 _ 149th PI SE tn M .1 r" F- as aAV Pa % �w as 13 ISM w M w � i O 4n ul U o1 CA �1 0 w bw b � � •., ono ° e� o as Ca y aj ea O M O a CL v' C w v; z�u��bo 0 VOL/PG S1 NNA POR NE 1/4 OF NE 1/4 , SEC 15, TWP 23 N, RGE 5 E, W.M. D'CVE Opti, CITY OF RENTON KING COUNTY WASHINGTON �''� �-p f 7 OF �FIV Q/j1q/j,, ; FEBRUARY 2002 APR? a^ EceVED 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 —___--_---_--. AND —_--___---_---___--__ SIGNED 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 TI MY APPOINTMENT EXPIRES APPROVALS CITY OF RENTON APPROVALS CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS DAY OF , 2002 ADMINISTRATOR CITY OF RENTON CITY COUNCIL EXAMINED AND APPROVED THIS DAY OF MAYOR , 2002. ATTEST CLERK OF THE COUNCIL CITY 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 PROPER 1 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 C 0 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 TRLAD 425.821.8448 425.821.3481 fax CITY OF RENTON FILE NO. FPXX—XXXXX A S S 0 C I AT E S 800.488.0756 toll free www.tdadassoc.com JOB NO 01-108 SHEET 1 OF 7 r-P-b a-05I 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 PROVISIONS 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. 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 THE PORTION OF EACH LOT ABUTTING A LINE COMMON WITH ANOTHER LOT OR TRACT. NO STRUCTURE, PLANTING OR OTHER MATERIAL WHICH MAY DAMAGE OR INTERFERE WITH THE INSTALLATION AND MAINTENANCE 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 THE EASEMENTS, SHALL BE PLACED OR PERMITTED TO REMAIN WITHIN ANY OF THESE EASEMENTS. THE PORTION OF THESE EASEMENTS ON EACH LOT SHALL BE MAINTAINED BY THE OWNER OF THE LOT, EXCEPT FOR THOSE IMPROVEMENTS WITHIN THE EASEMENTS THE MAINTENANCE FOR WHICH A PUBLIC AUTHORITY, UTILITY COMPANY, OR THE COMMUNITY ORGANIZATION ARE RESPONSIBLE. COVENANTS ALL LOTS AND TRACTS WITHIN THIS PLAT ARE SUBJECT TO THE HOMEOWNER'S COMMUNITY ORGANIZATION ESTABLISHED IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID HOMEOWNER'S COMMUNITY ORGANIZATION RECORDED UNDER RECORDING NO. RECORDS OF KING COUNTY, WASHINGTON. DECLARATION OF COVENANT 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 EASEMENTS SHOWN ON THIS LONG PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THE LONG PLAT. RESTRICTIONS NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. 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 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. 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 FCR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 17. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 20 IS FOR THE BENEFIT OF LOT 19. LOT 19 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 19. 18. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 21 IS FOR THE BENEFIT OF LOT 22. LOT 22 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION 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 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 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 29. 21. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 33 IS FOR THE BENEFIT OF LOT 32. LOT 32 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM SERVING LOT 32. 22. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 35 IS FOR THE BENEFIT OF LOT 34. LOT 34 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, 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, 38 AND 39 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND 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. 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 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 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 47. LOTS 45 AND 47 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 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 F F c�?-a5 f 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.) ELEV.=398.549 FOUND KING CO. 3" BRASS SURFACE (10/27/00) 10 N88.21'13"yy MONUMENT W/PUNCH MARK 2642.56' CITY OF RENTON MON NO, 1852 2647.0' (PLAT OF BLACK LOAM) (10/27/00) 1 r-= ``--------- - - _ _ _ _ 1321.28' 10 11 15 -- 1-------- - - N 507779.4432 i I ` ` S� I ( -- ----�j --- T--7&6T6LT-T- 1 - _ �6Q_64' ______ E 1665846.7853 I "4` 4b2`g. I I ( I I -T 30 F -7 - T ) - -- - - i E I 1 1 I 1 121 �,w( I I T15 ,14 I— I I I— I ZI ° 12 5 I 1 1 1 10 9 I i 7 I N 507704.9362 1 - L E 1668469.6013 12 F — --� I a� — !— —! _ L MORGAN PLACE I � --------------- ��-� r —� L--------------r'l ` SHE T 4 1 1 �� AFN.20020228001891 BOUNDARY NARRATIVE: 1 30' I I N 507398.9568 AUGUST 16, 2001 E 1667176.9864 56 55 54 53 52 51 62 1 � -J� 14 Iz00-298 AND 01-108LOKEN PROPERTY AND JOHNSON PROPERTY 50 RIGHT OF I 5 I W G OF WAY_ 1 J I 3 I NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 E., �,� 1 I NE 3RD ST. TRACT 1 � i 1 `� Y L 1 1 WM KING COUNTY, WASHINGTON r I B I. �' I r I 2 ! MERIDIAN IS NAD 83 91 N CITY F RENTON ^ ao 1 2 3 4 RAC I co - - 4 -1 1 m - - I I / BASED O C 0CPS CONTROL W o NETWORK AND DERIVED FROM CPS OBSERVATIONS ON CITY OF RENTON. LU 0 1 �1�010.62 O-CONTROL POINT NUMBERS 1851 AND 1852. � z I %Q 44 Z` SHEET 5 ' I--` -�--PORTIONS OF LOTS 3, 5, 6, 7 AND 8, BLACK LOAM 5 ACRE TRACTS, j I �-- - NE 3RD ST. 600.63' - VOL. 12, PAGE 101, RECORDS OF KING COUNTY, WA. I 43 45 46 — Q I I cv I THE NORTHEAST QUARTER OF SECTION 15 WAS SUBDIVIDED USING THE = M I 42 47 1 4� 149 31 30 I ,� FOLLOWING MONUMENTS: O I- c i i r41 1 1 1 32 z NE CORNER, 3" BRASS SURFACE MONUMENT WITH PUNCH MARK = � I 8 9 N J 40 I 29 I 1 N 1/4 CORNER, 3" BRASS SURFACE MONUMENT WITH PUNCH F?�y� 0 o 1 W 1/4 CORNER, 3" X 3" CONC. MONUMENT, IN CASE, WITH 1/4" BRASS 2 I1 11 cOU � 3B Z 33 � 28 r � 1 ROD. I 12 RT i i I J S 1/4 CORNER, 3" X 3" CONC. MONUMENT, IN CASE, WITH 3" BRONZE cc 6, z I I- - - DISC. WITH MULTIPLE PUNCH MARKS. W _ - I I SHEET' 6 13 I 6 34 0 27 1 W 1/4 CORNER, ACCEPTED DESCRIPTION AND POSITION GIVEN ON: _ tj 600.62' 14 I Q ROS, BK. 92, PG. 33 AND ROS, BK. 108, PG. 33; CONC. MON. W/3" i T CT- - 600.63' - _ _ - I I � o BRASS CAP, BURIED 1' DEEP. I I N WHEN COMPLETED, THIS SECTION SUBDIVISION WAS COMPARED WITH KCAS 1 1 TRACT C 16 VACATED 1 a AND SECTION SUBDIVISIONS USED IN THE FOLLOWING RECORDS OF SURVEY - - - 1 17 RIGHT OF�WAY �I AND FOUND TO BE ALMOST IDENTICAL. I i I / I ;Z 25 �� o m ROS, VOL. 25, PG. 291; ROS, VOL. 25, PG. 292 ; ROS, VOL. 92, PG. 33 I L - - - 1 ( 18 Iw I J o I 0 RnC Vnl Q4 P(: grSR • RnC Vnl 1 nR P(: Al RnC Vnl l dr, PG 770 I 1 22 m 1 THESE CORNERS WERE ACCEPTED AND HELD FOR THE SUBDIVISION OF o I L SECTION 15. - _ F- 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 I I THE PLAT WHICH IS THE NE CORNER OF THE SECTION AND BY GIVING THE w cco 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 z I LINES OF LOTS 25 AND 26. THIS SUPPORTS SETTING THE LINES PARALLEL 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 1 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 =� 1 ONO 16 N88-29'16"W QUARIT RTER RF SECTION AND SETTING THE LOT LINESHPARALLEL 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. � HOWEVER, THE RIGHT OF WAY ALONG THEIR NORTH LINE IS GIVEN AS 30 a' FEET AND THIS MAY NOT BE THE CASE, DEPENDING ON HOW THE PLAT IS INTERPRETED. `V 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 006011111 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 a I I 23 24 N88'21'13"W L — - - 19 300.32' "7 58 59 60 L20 00l 1 T - CE6ARCROVE PA lK — o LLI 1so.00' I} ;3 1 7 1 o - -- -J� L--- _ J � DIV. l V72 P O .3 oN • o _ 171 660.64 --I--1--1.—-- I 1 ZN W — — — — N88'2�W — _ _ 660.64' 1321.28 — c� I FOUND 3/8" BRASS PLUG W/PUNCH — — — — WW W 60' I IN CONCRETE MONUMENT IN CASE 1 60' 1 — I / > 0.47' S, 0.91' W OF CALCULATED <( I I INTERSECTION I 1 Q 25I I c12/7/00> N.E. 2ND i STREET (S.E. 132ND ST. I I I ( W o0 I �0 I I I cs.� N ------{ ----------------I- A�� �---_---_—_— 28 I 10�1 N �I, P 1J � dQLv I J � 32 I '15 i 1 '1 J L - - - - - - - - - - - - - - - J L_ 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 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 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 VOL, l2 F(11 O l I 2 I �� N88021'13"W 600.62' P j A,75.02' 60.02' 60.02' 60.02' 94.20' 13.98' Ng8 988.38' 22.22' Z 82.86' <v 57.88' N17'54'S9"W 1 23.45 ' I / N coo 56 O W n� cv o 62 9,452 SF 55 54 53 ,1, i 4i N05'05 28 E 25' \ 7,410 SF I) i° 26.56' i ,aj 29 7,575 SF o2 � 7,491 SF 7,409 SF N 52 Mo N BUFFER' �/� o o o, MIN. I \ Z 31 II V/ �� t7 o� oN N �Ni 9,390SF n r 51 I 30' z 29 z 28 z = 28 0 �' O i� M 9,882 SF �� �� z z rJ7 2' SEE DETAIL 'A" o 28 SHEET 7 z i O; p ^� o N 0 I 7 C =90'00'00' R=25.00, 0=3'45'12" �O 5® p L=14.48' � 10,067 SIF 25 I �nl L=39.27' - -- -- - I PISv' \ F ER ( , d"- - -32.5-+� n m . 28 �, B �N•� 49.61' 50.00' �60.00'--[:7460.00' 45.53' + \ �, ` N88'21'08"W I �) N " N.E. 3RD STREET �� �� 05'-+�; " /�, N89'41'13 W A=41 0p, ST=74.78 v ,o `er' o o / o 10'; I - 270.54' - - A=32'13�42„�R-200 �\�� /� c rn' ;�`O � I I W N oo \R� v o°` TRACT A TRACT B I� ; i 21' 50.00'-69.00' 69.00' - 28-p� 27.54' --_� C 772 SO•\ �� v OPEN SPACE ( SENSITIVE AREA 7 2' - 6-� sc3 \ 8,611 SF 27,992 SF O W uj �n 1�=107'22'4 " c ?' R ,� �: cs 4 9 c = i• ` R=25.00' � o 'n c� `) !ul R=25.00'` `� Opo Q ern. 25' Iris 7 L=39.27' N w' L=46.85 ` 0 11 31 I a o o o W o o w oI I----{�� � 0 w SEE DETAIL "B" o o o? O \ 1 BUFFER I i j N o \ _� SHEET 7 0 o o �i 1 N ti B� I C) N z I ®> 0 1 z 2 0 0 o 4 zI �C,�,• J/ rv, 7��A� �0. \� L 1 37 040" I �VETIAND I I' i; Z - -r o "� O 0\ z / I 51' r ` Q o 7,741 SF 00 o 7,245 SF z = 7,245 SF z 8,415 SF ��P�, / ^ p / u� �� \ o w / i J� •'A CT B 4 0 12 13 13 O ^ c„ �. u!Vg4 • I 9' VACATED STREET 10' �cb `t' v, � 3g• / �►.I � , �' 12 0=2 oa'46" Q� ry/ , \� RIGHT-OF-WAY 32 N89'41'13"W 213.00' / ;'� R=25.00 � Z. L=19.51' ?7• L=43.10' 75.00' 69.00' 1 69.00' NSg. ?7, / s' 44 � •� W 75.00' 71.59' 66.41' 36, O2 ""7654 C78- C9 +--=__2g.24' �' C5 EXISTING MONUMENT IN CASE Lo N 5'X10' O2 5 A? i67, ^� 7,391 SF .° ST°s . 00 3g �0'p0» "'---- _ - (, SEE DETAIL "F" N w A=1'29'35" cy`�' tiS). 25 co`O 9s�\ 7 O 4 23' / SHEET 7 t� 8,498 SF L=13.58' �. a /� 7 ?�' h' �_H\-N88'21'13"W 76.33' --N88'23'14"W 370.96' � 7 �r U 6 ui 0 37 co' 0 6.38' •a ^-------- _ 46.32 -• - - 00272, �L a'�^• ST=59.51' J 240.80' co 7,404 SF o0 7,200 SF 00 1 LL �3 ^ h o � 70, ^� <� O4 /i N VARIES , , " " o � ' ♦ / J. ?' 43 // �� 360.33 N88 21 13 W SEE DETAIL "C z o 6' p r� x - O7 SHEET 7 O N o •- z=77'24'28" ^� ��`V /S ?�" 7,355 SF �� ^ M 42.79'--61.78_- - L1=90'00'00"0 z R=25.00' /� / ti 45- �=5'33'34" L=33.78' 8 7 �O 25 00 7,250 SF °j p -� t� •� ,r; LA- L=18. 05' cv ; O o` • /y o �0 0 1^ u o O L=39.27' o 7 0 l 50.00' 53.57' d` �ry� a/ 70270? w ��, N670Ss =� 0 46 �2 N O _I Ow I I/ " _ SEE o �00� �g 7,380 SF c N 47 :to M � in N89 41 13 W _ ST=4_2.04' =90'00'00" 42 ^�' ,.� co 4$ 06 fly - --� S DETAIL 'E' 0 87' o N uo 4J 158.57' R=165 0p�`- ` rest? SHEET 7 R=25.00' 7,340 SF 26 z 7,350 SF o 7,692 SF M � �0 �532ryo zIl\39.27' �^ ,o27 z !v 4i I50.00'- 53.57' \ q� 7,210 SF 862• 1%' B 3 I =90'00'00" L=26.87' �j \ ^�•ho cv S' R=25.00' `n=10'41'33" �` 70' 24 p� ^ 28 �3' 68.59,195.69' O L=39.27y w O ,�; �057• \ ?ry �� 7, 0® SF 36.04' ( N8 62.3 31 Z SEE DETAIL D 2 �" Ot.,; \ M 63.6g, !}' SHEET 7 � � N N v/ 17*53'8' .� �y^ \ S' �' 24 'c" �. : �,''=17'S 3' 48' l $ o 0 9 p o ry; // J� I \ of r 7,491 SF z T 7,212 SF z =�V/ /� �0�o cV 5'X10' 5o O ti�� 3g 10 / IV 7,203 SF q� � z 14 7,845 SF per% O \�6 \ N6�A- \ O 23 �` ^� 3� ��M �a oo �0. .F 68o o a 38 �, 75.00' 61.56' 14 �,� ^�0 11 O 8,128 SFN89'41'13"W 136.56' �� �� 6S. 7,284 SF � h �3��\ ® 3�j) 23 v VACATED T T s• �, / o o O 3S, �x 3 6 =� C ED S REE 30' �i�. ` '/ �3 , 15 h h \ c ?Sp \ RIGHT-OF-WAY > / S o' & A=1'44'18" I o 70, 12 \ �` L=5.95' O 32 O 7,284 SFco N 61 "i I, 16,023 SF / � 13 I 36 10 1 o I � co S?' ° 14 o Sri �j 150.00' z N88'21'13"W i 3 15 TRACT i OPEN SPACE SCALE: 1" = 50' 0 25 50 100 BASIS OF BEARING: (SEE SHEET 3 OF 6) SEE SHEET 6 OF 7l LEGEND: Q STANDARD CITY OF RENTON MONUMENT IN CASE ® MONUMENT, FOUND AS NOTED (R) RADIAL BSBL BUILDING SETBACK LINE 0 PUBLIC UTILITY EASEMENT t�2 PUBLIC WATER EASEMENT O PUBLIC STORM DRAINAGE EASEMENT �4 PUBLIC LANDSCAPE EASEMENT �5 PRIVATE STORM DRAINAGE EASEMENT O PRIVATE ACCESS AND UTILITY EASEMENT O 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 L61 9.79' N10'27'53"W A L71 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' L=3*38'21" CENTERLINE C5 21.91' 25.00' 0=50'12'29" B C6 46.39' 179.00' L=14'50'55" 4 C71 39.85' 25.00' 0=91'20'00" B C8 27.48' 130.00' 0=12'06'43" 62 C9 62.68' 144.00' L=24'56'20" B C18 27.92' 144.00' A=11'06'31" B CITY OF RENTON FILE NO. FPXX-XXXXX SIENN POR NE 1/4 OF NE 1/4 , SEC 15, TWP 23 N, RGE 5 El W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FEBRUARY 2002 SEE SHEET 4 OF 7 EXISTING MONUMENT IN CASE ��� J R ���� PLACE 7 RA C `\ OSEE DETAIL "F" SHEET 7 N.E. 3 R -N88'21'13"433-, -N88'23'14"W 370.9.6= _ STREET 46.32' 240.80, ' VARIES N88�21'13"W \ 1 i 9.53'360.33 VARIES I"'o 61.00' 76.60'- Lop=88'40'00" p- 219 ' 0'00" R=38.69' R=25.00' 21' 21' I L=39.85' a, 46 !z 6 s I 31 0 7,327 SF I `� 0 30 47 I 48 49 0 I 7,200 SF 00 n N 8,317 SF r; N89'41'13"W z '2 N89'41'13"W 27 101.00' 98.50' 32 1110' 0 r 00 0 o N80' 0 0 7,272 SF 0 29 J 42 04 W 5. (D � 21 I � o I 7,200 SF 19 69 O r\ ri 00 64.77' (95 96 2.5' O7 39 iv N89'41'13"W 101.00' N89'41'13"W ,O16 3 7 N IS p 1 co I I '� 98. 50' (� 38 12,658 SF I d i o 11c6 '� w o 33 5' -'' ? ;' oN 7,272 SF I o W 5 O 28 w Ltd O 07,200 SF = VACATED STREET z 21 r 1 \\ RIGHT-OF-WAY O 10' \ �-) 0 00 N89'41'13"W W I p z o0 101.00' ♦� N89'41'13"W O Ng O �� V 98.50' Z , 2 5' 36 34 0 5' 2 i LL, 9,843 SF 0 7,272 SF O O 27 -�' r ( N 7,200 SF 0 L� U) 00 N89'41'13"W Z \6�N54i N89' 101.00' 41'13"W �\ �� \ I„ TRACT D N s' N 5 O 98.50' -1 i \ ` �� �'�5 OPEN SPACE iv 35 �',� O J � - - 6 S to 0 t \' < %0 - S 842 SF 0 - 7,443 SF �'4 3"� t n 26 - i / i IN 16 y s� ao ' D%3� I 00 � 22 I 7,200 SF O7 O O L=91 *20'00" tom) R=34.00' ^�2 40'47" S' 19 L=54.20' c to 12' 00 to C16 30.51' 66.23' p� r�^ lV 73 00, LLB SEE TAIL "G" N.E. 2ND ���� v �4.3�4 Io6 76, W 17 , 0 H C11 N88.21'13"W- 96.74' R 5p0 /420Ip1). � COURT N 25 r D D'o 8,074 SF 0 61.06' co 37.5' � o �0 10 r L=12.92' _ _ `n -------------------- - p=5'08'27"6u) � L-8.18' �O p=6'09'S5' 0cs U 21' 21' I rn N89'41'13"W 0 0 18 SEE DETAIL "H" w 20 9912' SHEET 7 La O O O I ( r - 21 "' - �N �I o `� 22 ° 0 V') O 5 a, ^ 7,201 SF o 7,200 SF o 23 10'-;-� !�, �N 24 N 18 z 18 z 7,699 SF r N 7,202 SF N I N I 10 co 19 II 69.5269.22' 71.27' Z - 51.01 '�' 99.30' 9' VACATED STREET 32 1351.33' N88'21'13"W 1O 10' � w RIGHT-OF-WAY I• r 4- o0 30' I I 20 z I I 4 U \j 005 �� I �r\Sp� SEE SHEEDE�AIL "I A cv ( I C E DA R' J `� '� 108.41' -- ----L- 660.64' / FOUND 3/8" BRASS PLUG w/PUNCH IN CONCRETE MONUMENT IN CASE 0.47' S. AND 0.91' W. OF CALCULATED INTERSECTION (12/7/00) - ---- - 660.64' N88'21'13"W 2673.10, '- - N.E. 2ND STREET (SE 132ND STREET) Q w IZzl O 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 DELTA LOT TRACT C10 39.85' 25.00' p=91 *20'00" 20 C11 29.27' 165.00' p=10'09'55" CENTERLINE C12 26.98' 175.00' p=8'49'55" CENTERLINE C13 37.61' 25.00' p=86*11'32" 21 C14 17.74' 102.90' p=9'52'34" CENTERLINE C15 59.46' 102.90' p=33'06'22" 25 C16 24.00' 186.00' p=7*23'40" D C17 32.85' 25.00' p=75*16'51" D SCALE: 1" = 50' 0 25 50 100 BASIS OF BEARING: (SEE SHEET 3 OF 6) LEGEND: B STANDARD CITY OF RENTON MONUMENT IN CASE ® MONUMENT, FOUND AS NOTED (R) RADIAL BSBL BUILDING SETBACK LINE 1� PUBLIC UTILITY EASEMENT 02 PUBLIC WATER EASEMENT 03 PUBLIC STORM DRAINAGE EASEMENT 04 PUBLIC LANDSCAPE EASEMENT 05 PRIVATE STORM DRAINAGE EASEMENT 06 PRIVATE ACCESS AND UTILITY EASEMENT 07 PUBLIC ACCESS EASEMENT XX REFERENCE GENERAL NOTE LOCATED ON SHEET 2 OF 7 €XXXXX� HOUSE NUMBER FOUND KING CO. 3" BRASS SURFACE MONUMENT W/PUNCH MARK CITY OF RENTON MON NO. 1852 (10/27/00) 1n 11 0 W J 0 U Q Lu J 0] O � uj > Q F- 00 o N W d .� N FP-O-? - 05 / W z I — -1 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 W co 0 Z 660.64' OPEN SPACE I --�-- ,---=-37.5' L& Q 7 SEE DETAIL "H" SHEET 7 21 � 9' VACATED STREET F w RIGHT-OF-WAY � 132 0 o Do z ^ U J a �r I 0 N N.E.� �® N88'21'13"W 2673.10' — �. �- 660.64' _ — —STREET (SE 132ND STREET) 7 — ----- ----- __— FOUND RAILROAD SPIKE — W I0.20' S, 0.07' W OF CALCULATED INTERSECTION FOUND 3/8" BRASS PLUG w/PUNCH — (12/7/00) IN CONCRETE MONUMENT IN CASE Q w 0.47' S. AND 0.91' W. OF CALCULATED INTERSECTION I w (12/7/00) /A > z - I I I I °ice 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 LEGEND: B 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 �3 PUBLIC STORM DRAINAGE EASEMENT I� PUBLIC LANDSCAPE EASEMENT O PRIVATE STORM DRAINAGE EASEMENT O PRIVATE ACCESS AND UTILITY EASEMENT O PUBLIC ACCESS EASEMENT XX REFERENCE GENERAL NOTE LOCATED ON SHEET 2 OF 7 JXXXXXJ HOUSE NUMBER SCALE: 1" = 50' 0 25 50 100 14TIR SIA-IMINIMA (SEE SHEET 3 I OF CITY OF RENTON FILE NO. FPXX-XXXXX 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 t0• 56 N.E. 3RD STREET ui 7> 0=13.37'S6" uj A=13'37'56" Q L=5.95, L=5.95' Q o WLn IltK Ab Lu W A=13'37'S5" L=5.95' 1 N.E. 2ND COURT N.E. 3RD STREET = 10 0 V GC DETAIL "A" ' DETAIL "B" DETAIL "C" NOT TO SCALE NOT TO SCALE NOT TO SCALE N.E. 2ND COURT I I .. Z 5 (I I ,�• 32 9' VACATED STREET 0=10*30'26 O� RIGHT-OF-WAY W U7 1n L=4.58' �0' Q• 50 -I •y 5 10' TRACT B O N 5 �Q O I SENSITIVE AREA 7 2{` � Lu �6 i i I L=6.94' 7 , L $ 2Np CO o 0=91.20'0O" U R o R=27.50' T L=43.84' �I J � I DETAIL "D" DETAIL "E" __� ___ 24.63'---Y•'�' NOT TO SCALE NOT TO SCALE N88.21'13"W O O DETAIL "F" NOT TO SCALE 2 N.E. 2ND COURT TRACT D N2 OPEN SPACE Q 0=9'09'29" O7 `n mil- w L=4.00' O W c� Z �,\ �— �- - 0� s8o� 210 o W O O 20 Z z 0=11'59'41" O Q I L= 5.23' O �2 -#-i 5' W cn 9' VACATED STREET 10-�-1i 10' Q RIGHT-OF-WAY 9 VACATED STREET f N.E. 2ND COURT Q 32 RIGHT-OF-WAY t/) DETAIL "G" —� DETAIL "H" L =2=1052.52' 8" I 0 NOT TO SCALE NOT TO SCALE /�� I �� >- 7 6.17' N88'21'13"W �16.59'= DEDICATION OF RIGHT-OF-WAY N.E. 3RD STREET =6'03'51 " 1 //- L=18.95' O O O 7 \' 47 70. DETAIL "J" NOT TO SCALE c!' 10 PUBLIC UTILITY EASEMENT O PUBLIC WATER EASEMENT O PUBLIC STORM DRAINAGE EASEMENT O PUBLIC LANDSCAPE EASEMENT O5 PRIVATE STORM DRAINAGE EASEMENT O PRIVATE ACCESS AND UTILITY EASEMENT O PUBLIC ACCESS EASEMENT N.E. 2ND STREET DETAIL "I" NOT TO SCALE W z Q z 0 .J CITY OF RENTON FILE NO. FPXX-XXXXX