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s E 1/2, NW SEC. 15, TWR 23 N,, RGE, 5 E,, W. M. C FfREL f 1� INAF� FLANT SC�4EDI�LE DECIDUOUS STREET TREE (2 PER LOT MIN.) 2" CAL. MIN., 10' HT. MIN. (3S) PROPOSED SUGGESTED SPECIES: - QUERCUS RUBRA / RED OAK - FRAXINUS PENNSYLVANICA 'PATMORE' / PATMORE GREEN ASH - ACER RUBRUM 'SOMERSET' / SOMERSET RED MAPLE , ,7777 DROUGHT TOLERANT LOW SHRUB < GROUNDCOVER MIX 8 8 (DECIDUOUS # EVERGREEN VARIETIES) 1-5 GAL. CONTAINERS SUGGESTED SPECIES: - ARCTSTAPHYLOS UVA-URSI / KINNIKINICK - PRUNUS LAUROCER48US 'OTTO LUYKEN' / OTTO LUYKEN CHERRY LAUREL - CALLUNA VULGARIS 'BLAZEAWAY' / BLAZEAWAY HEATHER - MAHONIA REPENS / CREEPING MAHONIA - GAULTHERIA SHALLON / SHLAL - HYPERICUM CALYCINUM - ST. JOHNSWORT - CISTUS SP. - ROCKROSE NOTES s I-) ALL LANDSCAPING SHALL BE INSTALLED FOLLOWING APPLICABLE RMC 4-4-010 REQUIREMENTS. 2.) MAINTENANCE OF ALL STREET TREES AND REQUIRED STREET FRONTAGE LANDSCAPING SHALL BE THE RESPONSIBLITY OF THE ADJACENT LAND OWNER UPON OCCUPANCY. 3.) PLANT LOCATIONS: LOCATIONS SHOWN ARE APPROXIMATE AND ARE SUBJECT TO CHANGE BASED ON EXISTING SITE CONDITIONS AT TIME OF PLANTING. STREET TREES AND OTHER VEGETATION SHALL BE LOCATED TO AVOID CONFLICT WITH UTILITIES, PEDESTRIAN AND VEHICULAR LOT ACCESS (INCLUDING FUTURE DRIVEWAY CUTS), STREET SIGNAGE, AND REQUIRED CLEAR VISION AREAS (PER R"iC 4-11-030) AT DRIVEWAYS AND ROAD INTERSECTIONS. STREET TREES SHALL BE LOCATED A MINIMUM OF 3B' FROM EDGE OF SIDEWALK AND INCORPORATED INTO PLANTER STRIPS WHEREVER POSSIBLE. IN ALL CASES TREES AND OTHER VEGETATION SHALL BE LOCATED SO AS NOT TO CAUSE A SAFETY CONCERN. 4.) IRRIGATION: PERMANENT IRRIGATION IS NOT REQUIRED PROVIDED THAT ALL PLANTINGS ARE DROUGHT RESISTANT. TEMPORARY IRRIGATION IS REQUIRED PURSUANT TO R'?C 4-4-010, SEC. D-14, FOR ALL DROUGHT RESISTANT PLANTINGS FOR THE FIRST 2 YEARS FOLLOWING PLANTING TO ENSURE PROPER ESTABLISHMENT. 5.) FINAL PLANT LAYOUT AND SPECIES SELECTION WILL BE DETERMINED IN THE FINAL LANDSCAPE PLAN. STAKING NOTES: RUBBER HOSE AT TREE; HOSE SHALL BE LONG ENOUGH TO ° ACCOMMODATE I YEARS • GROWTH AND BUFFER ALL e e • BRANCHES FROM THE WIRE. O 3 HARDWOOD STAKES OR — e ° OTHER APPROVED MATERIAL; • ° ALL STAKES TO BE DRIVEN e OUTSIDE THE ROOTBALL, AT 120' ° e SPACING. GALVANIZED WIRE OR CABLE; — TWIST WIRE TO TIGHTEN ONLY ENOUGH TO KEEP FROM SLIPPING (ALLOW FOR SOME TRUNK MOVEMENT). —F 3' MIN. 1 1/2 x ROOTBALL DIA. • • O e • °•Oe O o • e • e e e e • e e e • • e ° e ° o • e e e ° ° • e • e 3 e e • • • • • e e e e o o e e o °O• • • • e •• • e e /o 2 x ROOTBALL DIA C, _�T�EE�FL�AN�TI�NG,�D�ET�l � NTS m I rzo01t5ALL DIA. I -- PRUNE TREE AS DIRECTED IN U) PLANTING NOTES. 0 0 PLANT TREE SO THAT THE TRUNK cn 111-1 CROWN IS VISIBLE AT THE TOP OF > THE ROOTBALL; SET TOP OF w ROOTBALL FLUSH TO GRADE; DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK O 4 IN. HIGH EARTH z SAUCER AROUND EDGE OF PLANTING PIT. FINISH GRADE ROUGHEN EDGES OF PIT REMOVE ALL TWINE, WIRE AND BURLAP FROM TOP HALF OF ROOTBALL; NON BIODEGRADEBLE MATERIAL SHALL BE REMOVED COMPLETELY. TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL. UNDISTURBED NATIVE SOIL PLACE ROOTBALL ON UNEXCAVATED SOIL PEDESTAL TO PREVENT SETTLING PLANT SET CROWN OF PLANT AT FINISHED GRADE 2" LAYER MULCH AS SPECIFIED ON PLANS; TAPER TO CROWN SAUCER 2" HIGH FINISHED GRADE ROOTBALL TOPSOIL BACKFILL 4 FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL 5�4FL�5 FLANTING F.)ETAIL LEVEL CONDITION 1 1 1/2 ROOTI DIA j 2x ROOTBALL DIA. NTS GROUNDCOVER 2" LAYER MULCH AS SPECIFIED ON PLANS; TAPER TO CROWN FINISHED GRADE ROOTBALL TOPSOIL BACKFILL t FERTILIZER CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL GfROLNEDCOVER FLANTING 1DETAIL LUAOb NTS SCALE: 1" = 20 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT J SHUA PENNINGTON BEARD CERTIFICATE NO. 938 cn ? OHO. p CO W a 00 h u c N R a ° °' cv a � . W ova Z er m Ln csi Z Z Q J Z CL Q ' W 0 Z W W Z Z uw W W ;Z o N 2 w ° > OLij W Z 0 Z 3�: 0� IY I— 6� Q IZ QW0�a_ E) 0 1 01Q SHEET OF V V PROJECT NUMBER 02052 E 1/2, NW SEC. 15, TWR 23 N.., RGE. 5 E, W.M. i r 0 0 N FOR CONNER HOMES »„ : c- F N88°09'47f'UJ =. 316.32 E N888g'4 2"W 3h2 :t, S t gib. r I I O 3 f HN 3 i % 26 — 1 4 25 —1-128± 5F 450 9 . + 2 1 u+= 488f�_: SF 4953± SF� I 6542+ 8F 1 f I--J J \ °:I O .... :,. �---- _ J L 4-1' 4 F 50 4 f32' v>. 15' 66� .� —------- R =100 J . 10.1' x - w — � R 60 00 0-8956'45" vg� N89'18'44"W �L=9419 CT. R=1 a as k L i112.92 Y 79' \ 4: N _ _ ............. 53�06 WYCA- : '�'L' 2w. c D ATU�l CITY OF RENTON - NAVD 1988 5 A515 OF SEARING& NOO°51'28"E, ALONG THE WEST LINE NWI/4 SECTION 15-23-5 BETWEEN CITY OF RENTON CONTROL POINTS 1503 4 418 5ENC4' ARK5: BM $1 1/5" COPPER PIN IN CASED CONC MON m THE INTERSECTION NE 4TH ST 4 UNION AVE BE, CITY OF RENTON CONTROL POINT # 1503 = ELEV. 401.02 BM "2 1/4" BRONZE PIN IN C45ED CONC MON tv THE INTERSECTION BE 2ND FL 4 UNION AVE BE, CITY OF RENTON CONTROL POINT k 4-18 = ELEV. 391.02 LEGAL IDE5CRIFTION THE WEST HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 1.5 FEET THEREOF. TRACTS B, C, AND D: TRACTS 8, C AND D, LAURELHUR8T, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 221 OF PLATS, PAGES 69 THROUGH -18, IN KING COUNTY, WASHINGTON. :..�:. 30. �s 4�' NOTE 5 SCALE: 1" = 40 0 20 40 80 FUTURE DEVELOPMENT TRACTS B, C, AND D OF LAURELHURST DIVISION I HAVE BEEN INCORPORATED INTO DIVISION 3 LOTS 12, 13, AND 14. LOT SQUARE FOOTAGE OF TRACTS B, C, AND D WILL NOT BE UTILIZED FOR DIVISION 3 DENSITY CALCULATION. 51 TE 5TAT 15T I C 5 GROSS TOTAL SITE AREA: 114,425± SF (2.62 ACRES) TOTAL SITE AREA: 104,311± SF (2.40 ACRES) (LESS AREA IN TRACTS B, C, D) PROPOSED USE: DETACHED- SINGLE FAMILY NO. OF LOTS: 14 AVERAGE LOT SIZE: 5,542± S.F. EXISTING ZONING: R-8 PERMITTED DENSITY: 8 D.U✓AC. PROPOSED DENSITY: 7.86 DU/AC. SETBACKS: FRONT - 15' REAR - 20' SIDE - 5', 15' adjacert to street D EN51 T*'t' CAL CUL AT I ON5 GROSS AREA OF PROPERTY: 104,311± SF (2.40 ACRES) - RIGHT OF WAY 26,791± SF NET SITE AREA: 7,586± SF OR 1.18 ACRES NO. OF LOTS: 14 NET DENSITY: 1.86 DU/ACRE cuff ER FUE Y. AND MEE YANG VUE 212 BREMERTON AVE. N.E. RENTON, WASHINGTON 98059 AFFL I CANS' CONNI::R HOMES 846 108TH AVENUE N.E., SUITE 202 BELL!�VUE, WASHINGTON 98004 CONTACT: JOHN SKOCHDOPOLE, P.E. FLANNER/ENG INFER/5URVEYOR CORE DESIGN INC. 14711 N.E. 213TH PLACE, SUITE 101 BELLE - VUE, WASHINGTON 9800-1 (425) 885-181"ll CONTACT: MICHAEL CHEN- PLANNER ROB STEVENS, P.E. - ENGINEER STEPHEN J. SCHREI, P-L.S. - SURVEYOR i 5HE=ET INDEX 1' TITLE SHEET 2 f3OUNDARY AND TOPOGRAPHIC SURVEY 3 ;-'RELIMINARY GRADING 4 UTILITY PLAN 4 PRELIMINARY TREE CUTTING/CLEARING PLAN 5 '7REE INVENTORY PLAN 6 ,(PRELIMINARY LANDSCAPE PLAN 1 w Z NE Q 4TH ST Q a r-- >a L SE13N2 DST i RENTON CC 14157 r. dJy S VICINIT'' MAP N I" = 3000' 1 w N N 4 E-VEL -pi ',A J #_; _ TrP ca co A N Q 01 N, a Z a $ CO u, 0, > °= � o X � O. C4 h W � 0 v 0 2 m Z Q J CL l •y � W Q ? W W Z Q) Z W �i zz Z co i U Z Q O U , z W CN w m U o Q) w > O w 0 � ° 0< 1— V) Q 0- Q w o- L 0 0 0 Q SHEET OF 1 0 PROJECT NUMBER 02052 E 1/2, NW 1/4, SEC,15, TWF 23 A,j RGE, 5 E,, W,M. SSMH RIM CTR 409.91 8" IE N. 401.93 NO CHANNEL CB TYPE 1 RIM CTR GRT.,4.0.9..76. 12" IE W. 404.09 CB TYPE 2 RIM CTR GRT 469.59 12" IE N-S 404.09 12" IE E. 404.69? PWR. VLT. CB TYPE 1 RIM CTR GRT 408.84 12" IE 31 405.15 RIM CTR 408.81 8" IE N. 399.96 8" IE S. 399.86 42 CB TYPE 1 RIM::CTR CRT.40.7.,57 12" IE N-S 403.45 8" IE W. 403.94 4, 4 4 SSMH RIM CTR 403.32 8" IE N. ».394.59 8" IE S. 394.49 CB TYPE 2 RIM CTR 402.60 12" IE N-S 396.43 40 PWR POLE FND. PIPE 25' W/UG & TRANS 0.2' S. OF COR. 4"DUCTS E-W , 63' F.7. �.., 2'HIGH PLASTIC,- ``,. ELEC. BOX ..................:.. GRAVE NI I 0 I • 0-c", FND. MIC W/DOMED BRASS DISK IN 4"X4" CONC. MON. DN. 0.3' 0.04'E. X 0.11'N. I 0 w o Of oQ U w C',Y C)r7.50Y a. Z11PUGET SOUND POWER & LIGHT oCOMPANY EASEMENT REC. NO. 561552 N I I• F' ABANDOiNDED P/P s a 14" •24 f A- m o 1Z J�2a.:...: DEG'" w 2"GP >, s ....r.-_..... _.. LS 37555 CO FND REBAR W CAP GAS co : 6'VBF 1 10' UTILITY EASEMENT PER PLAT FND CASED 4X4 CONC. MON. WITH 2"oa BRASS DISC & PUNCH • \ R=60.00 N. A=89'56'45" SSMH N8918'44"W '\ i 94.19 RIM 403.79 112.92... \' •3F 8" IE E. 396.06 CAI SS 53.06 FND REBAR W/CAP / \ 29 LS 37555 0.1S - - CB TYPE 1 - - - - - - -` SSMH 0 1E OF ..COR. `_..RIM 'CTR GRT 40316 RIM 403.21 • 399.06 \ 8" CTR/CH 395.31 W,S,E • G' 2 \ SUTURE EDEsr'. ' 10' UTILITY / ;< %\ / EASEMENT ........... ........ € : PER PLAT Z FND CASED 4X4 _ CONC. MON. WITH 2" BRASS D ..... :..:_.:::., �a PUNCH TEMPORARY FMFRGFNCY pP��o -G' I3EV, FUTURE `" .. FND CASED 4X4 - GV�• • P5END FENCE CONC. MON. WITH 2" 0.3'S. OF LINE BRASS DISC & PUNCH 2"GAS GOOSENECK FENCE LINE `GAS VAULT 0.4=OPEN SpAwl- RA j 'S. OF CORNER H 402.04 8' CTR/CH 394.09 N,S,E i SSMH RIM 404.61 8" CTR/CH 396.46 KNOCKOUT N. 0 I 0 DA TUM SCALE: 1" = 40 0 20 40 80 BENCHMARKS: CITY OF RENTON - NAVD 1988 BM #1 1/8" COPPER PIN IN CASED CONC MON BASIS O� BEARINGS THE INTERSECTION NE 4TH ST & UNION AVE SE, CITY OF RENTON CONTROL POINT # N00'57'28"E, ALONG THE WEST LINE NW1/4 1503 = ELEV. 401.02 SECTION 15-23-5 BETWEEN CITY OF RENTON BM #2 CONTROL POINTS # 1503 & # 478 1/4" BRONZE PIN IN CASED CONC MON THE INTERSECTION SE 2ND PL & UNION AVE SE, CITY OF RENTON CONTROL POINT # 478 LEGAL DESCR/PT/ON = ELEV. 391.02 THE WEST HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 7.5 FEET THEREOF. TRACTS B, C, AND D: TRACTS B, C AND D, LAURELHURST, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 227 OF PLATS, PAGES 69 THROUGH 78, IN KING COUNTY, WASHINGTON. RESTRICTIONS 1. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE GRANTED TO PUGET SOUND POWER & LIGHT COMPANY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 5615529 AND SHOWN HEREON. 2. THIS SITE IS SUBJECT TO RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 192430. (NOTED HERE) 3. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN AGREEMENT BETWEEN OWNERS AND FUTURE OWNERS AND RENTON WATER DISTRICT REGARDING TEMPORARY WATER SERVICE AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7512190492. (NOTED HERE) NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 1221513, DATED SEPTEMBER 29, 2006. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED CHICAGO TITLE INSURANCE COMPANY. CORE DESIGN, INC. HAS RELIED WHOLLY ON CHICAGO TITLE INSURANCE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON SEPTEMBER 08; 2006. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JULY 2002. 3. PROPERTY AREA = 114,425f SQUARE FEET (2.6268f ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. REFERENCES 1. PLAT OF LAURELHURST PHASE 1, IN VOLUME 227 OF PLATS AT PAGES 69-78, REC NO. 20050419000480. 2. PLAT OF RIDGEVIEW COURT, IN VOLUME 235 OF PLATS AT PAGES 75-78, REC. NO. 20060714000285. 3. PLAT OF ELMHURST, IN VOLUME 232 OF PLATS AT PAGES 28-32, REC. NO. 20051221000411. LEGEND ® EXISTING MIC FOUND MIC AS NOTED ® SANITARY SEWER MANHOLE SS SANITARY SEWER MAINLINE Q TYPE 2 CATCH BASIN STORM DRAIN MANHOLE ® TYPE 1 CATCH BASIN - S STORM DRAIN C� FIRE HYDRANT x WATER VALVE ® WATER METER TREE LEGEND A ALDER B BIRCH C CEDAR CW COTTONWOOD DEC DECIDUOUS F FIR & SPRINKLER CONTROL BOX W WATERLINE ® TELEPHONE RISER © GAS MARKER -6-0 STREET LIGHT GUY ANCHOR • POWER POLE SIGN e JUNCTION BOX v 9 �,;33 V 2 ►' z O W Of i Z ool O O W co u � k j � o `i- N 00 , z r\ 00 0000IN Z m c - Z Q J a Q ' Lw W W Z Z W W Ld co Z U Q O V , z < Z Qr-� U Z w QQ �l o o W � o Lu > o W 0 � ° I- V) Q IZ Q W O� IL 0 Q SHEET OF 2 6 PROJECT NUMBER 02052 C.Cr- I A q TWAP 0'? A/ Pr.F Aq F W M — — — - — — I - - - - - — — - - '�l - - — — - — — - 7 --- ;L.;.; : : I , �: . , . � 15' BTOR�l ::)R,41NAGr= r=ASr=MF-NT � I � . . . ................ 1—.-" ? � .... ........ 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NE NORTH OF SE 132nd ST NO SCALE --S:,.,7 NE Rlw DATUM � lq v I 4TH N" Lll� lq — — i t1m — — —V rSITE � y � ST lq — __j —j 'q � I r— � :3 Q 6 1 L -1 — I BE 132ND ST � RENTON �l . — — —j ) e,--, '---!��— VICINIT""r MAP P III; 3000't ri";5- , �-. . �oy A SCALE: 1 " = 50 0 25 50 100 I I �—M�� �� � CITY OF RENTON - NAVD 113W 5,4515� OF 5EARING5 NJ IOU � � , 6 lq 'q X i— I ; i ol (f) z 0 V) > Llj or� 0 z -.. �--�' ��. P�ON . ' P�� �- 4'. '. �. "9 - 1� . * w..t � e (/): �� . :1 ± * c . E "t" -i t': .< " --a ','- .0- '. %)> 1�1� �----�`-� ��Z�-�. i�'�;; cl. - * , �01-* . '6�t. .. - QR/ .. ...- (D cn 10 z ol t-1 ;_— F) llzl� . 5ico 0 n 11R uj >. Q') 01 ", -,q- ckt . -� c x :3 'CA. , I LE (n � 0- C4 4-- r- 3 �: k . L-u z e ;� II 0 — i� :) > 00 co z "T — -!) — 4) co � "zf — z "::( -4 CL z () �— - ti (.') () 0 LLJ C) I z , ck� ( LLI (:) uj I Z. 0 liZ w — ' � ' � j I � ... ."', I � : . . 1. i � 16 I : ..; ; . -- Ix � - I �\ -1 � � I ; : ; NO0'51I28'E,ALOWG TWE WEST LINE NLUI/4 SECTION 15-23-5 IBETWEEN CITY Or- RENTON , ; . I .1 - I . : '... '� 9 - I I : � '�.d : I- � : - � -18 -�::�:-2 .......... . � - - 2 - 1, . L.Y--'-.� - : . CONTROL POINTS 1503 4 4 p : I - . I �� : I . . . . i � , ;it M � I : -......--.�.'.. . - : \ . 5 (2 � .. . : . ",.- � . .— ; \ : .. I : � I . I j ; I --" � : .. \ \ � � I I . ! �' . � I -11 - : : ; I I . ---.- I :: y . . I : : c � ---- - ------------- - - - — ................. w� , . : . : I � —�' .--- " � � I . ; : - � I .-....— - —s — . ...... I - I/ 7 � : . ; p � \ il� \ , e :1 I : � -: ' . 5 NCHMARK51. . . . - : — --.- ; . I . : . : : . ; � � 11 '--��-- : i : : : -. . F--: ...... :..,.,.. : . ? � � . %. � . i - . : : : ............ ---4 1 � - . — . . . --- . 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EXISTING TREE LEGEND A ALDER L LOCUST B BIRCH M MAPLE CH CHERRY MAD MADRONA CW COTTONWOOD P PINE DEC DECIDUOUS POP POPLAR F FIR SP SPRUCE TfRF-I=- RETENTION L IEGEND NOTE: NO SIGNIFICANT TREES ARE TO BE RETAINED EXISTING TREES TO BE REMOVED: STATE OF CONIFEROUS 4 DECIDUOUS X WASHINGTON REGISTERED LANDSCAPE ARCHITECT )DIVIlmlAoll— �A�Mw J SHUA PENNINGTON BEARD CERTIFICATE NO. 938 L, a Z O Q o0 W � a h THEE RETENTION GAL CUL AT I ON5 �F;u N TOTAL TREES ONSITE: 23 N w a 3 „� Z TOTAL SIGNIFICANT TREES ON -SITE: 20 ? Z (8" DIA. 4 LARGER FOR CONIFEROUS/ N 2 coo 12" DIA. 4 LARGER FOR DECIDUOUS) ^� m Z Z SIGNIFICANT TREES ON -SITE EXEMPT Q FROM RETENTION REQUIREMENTS CALL POPULUS, —+ ALNUS, SALIX, 4 PLATANUS SPECIES): 4 z a. NET SIGNIFICANT TREES ON51TE SUBJECT TO RETENTION REQUIREMENTS (20-4): 1(o W 0 4 Z TOTAL SIGNIFICANT TREES REQUIRED TO BE SAVED: 4 (2551o) 04 W W TOTAL SIGNIFICANT TREES PROPOSED Z t0 BE SAVED:-- C) NUMBER OF SIGNIFICANT TREES REQUIRED Z TO BE REPLACED: 4 "i TREE r-11TIGATIOil CALCULATION5 Q � TOTAL* OF SIGNIFICANT TREES REQUIRED TO BE REPLACED: 4 ® N MITIGATION REQUIREMENTS: (1) 2" MIN. GAL. ® W O TREE IS REQUIRED FOR EA. SIGNIFICANT � TREE REQUIRED TO BE REPLACED. Z TOTAL 2" CAL. REPLACEMENT TREES , O REQUIRED: 4 Z TOTAL 2" CAL REPLACEMENT TREES j Z PROPOSED: 11 Z � ki NOTE ON TREE REPLACEMENT: LI CIO v Q W THE PROPOSED REPLACEMENT TREES ARE INCORPORATED INTO THE STREET TREE m PLANTINGS SHOWN ON THE PRELIMINARY LANDSCAPE PLAN. A TOTAL OF (11) EXTRA Lu � op STREET TREES BEYOND THE MINIMUM (2) PER LOT ARE BEING PROPOSED. THESE (11) EXTRA TREES SHALL BE PART OF THE OVERALL STREETSCAPE DESIGN AND SHALL ALSO SERVE TO MEET THE REPLACEMENT REQUIREMENTS AS CALCULATED ABOVE. THE REPLACEMENT CALCULATIONS ARE BASED ON THE CITY OF RENTON INTERPRETATION/POLICY DECISION MEMO REGARDING RMC 4-4-13OH4 4 -1, DATED MARCH S, 2006. W w (Z), z N v o Q C W w m O w > O z z � SCALE: 1" = 20 Q W � 0 0 0 0 Q 0 10 20 4oi��,�SHEET OF 5 6 9 PROJECT NUMBER a•- ,_-.02052 t- E 1/2, NW 1/4, SEC. 15, TWR 23 N., RGE. 5 E., W.N. —01 f'fRE L Ii„t INAfR**� FL ANT 5CHEDULE. DECIDUOUS STREET TREE (2 PER LOT MIN.) 2" CAL. MIN., 10' HT. MIN. (39) PROPOSED SUGGESTED SPECIES: - QUERCUS RUBRA / RED OAK - pRAXINUS PENNSYLVANICA 'PATMORE' / PATMORE GREEN ASH - ACER RUBRUM 'SOMERSET' / SOMERSET RED MAPLE x 9 4 Y7 —vv-zl DROUGHT TOLERANT LOW SHRUB t GROUNDCOVER MIX (DECIDUOUS t EVERGREEN VARIETIES) I-5 GAL. CONTAINERS SUGGESTED SPECIES: - ARCTSTAPHYLOS UVA-UPSI / KINNIKINICK - FIRUNUS LAUROCERASUS 'OTTO LUYKEN' / OTTO LUYKEN CHERRY LAUREL - CALLUNA VULGARIS 'BLAZEAWAY' / BLAZEAWAY HEATHER - MAHONIA REPENS / CREEPING MAHONIA - GAULTHERIA SHALLON / SHLAL - HYPERICUM CALYCINUM - ST. JOWNSWORT - CISTUS SP. - ROCKROSE I OTE5= I-) ALL LANDSCAPING SHALL BE INSTALLED FOLLOWING APPLICABLE RMC 4-4-010 REQUIREMENTS. 2.) MAINTENANCE OF ALL STREET TREES AND REQUIRED STREET FRONTAGE LANDSCAPING SHALL BE THE RESPONSIBLITY OF THE ADJACENT LAND OWNER UPON OCCUPANCY. 3.) PLANT LOCATIONS: LOCATIONS SHOWN ARE APPROXIMATE AND ARE SUBJECT TO CHANGE BASED ON EXISTING SITE CONDITIONS AT TIME OF PLANTING. STREET TREES AND OTHER VEGETATION SHALL BE LOCATED TO AVOID CONFLICT WITH UTILITIES, PEDESTRIAN AND VEHICULAR LOT ACCESS (INCLUDING FUTURE DRIVEWAY CUTS), STREET SIGNAGE, AND REQUIRED CLEAR VISION AREAS (PER WC 4-11-030) AT DRIVEWAYS AND ROAD INTERSECTIONS. STREET TREES SHALL BE LOCATED A MINIMUM OF 3.5' FROM EDGE OF SIDEWALK AND INCORPORATED INTO PLANTER STRIPS WHEREVER POSSIBLE. IN ALL CASES TREES AND OTHER VEGETATION SHALL BE LOCATED SO AS NOT TO CAUSE A SAFETY CONCERN. 4.) IRRIGATION: PERMANENT IRRIGATION IS NOT REQUIRED PROVIDED THAT ALL PLANTINGS ARE DROUGHT RESISTANT. TEMPORARY IRRIGATION IS REQUIRED PURSUANT TO WC 4-4-0-10, SEC. D-14, FOR ALL DROUGHT RESISTANT PLANTINGS FOR THE FIRST 2 YEARS FOLLOWING PLANTING TO ENSURE PROPER ESTABLISHMENT. 5.) FINAL PLANT LAYOUT AND SPECIES SELECTION WILL BE DETERMINED IN THE FINAL LANDSCAPE PLAN. STAKING NOTES: 0 RUBBER HOSE AT TREE; HOSE SHALL BE LONG ENOUGH TO ° ACCOMMODATE I YEARS ° GROWTH AND BUFFER ALL e e o BRANCHES FROM THE WIRE. e`\ 3 HARDWOOD STAKES OR — OTHER APPROVED MATERIAL; 0 e ALL STAKES TO BE DRIVEN o e OUTSIDE THE ROOTBALL, AT 120' o SPACING. o 0 GALVANIZED WIRE OR CABLE; TWIST WIRE TO TIGHTEN ONLY e o ENOUGH TO KEEP FROM • SLIPPING (ALLOW FOR SOME TRUNK MOVEMENT). 3' MIN. 1 1/2 x ROOTBALL DIA. 0 o • o ° e e 0000 e 0 0 o 0 0 0 e 000 0 ko 0 e o„ o 0 °• 0 00 o0 0 0 • o 0 8 0 0 0 0 0 0 o ° ° o • ° 0 0 0 oe 0 ° o0o e 0 0 o e o o 0 0... o 2 x ROOTBALL DIA. TfRE FLANTING 7DETAIL NTS —'I ROOTBALL DIA. I — PRUNE TREE AS DIRECTED IN PLANTING NOTES. PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL FLUSH TO GRADE; DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. -MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK -4 IN. HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT. -FINISH GRADE ROUGHEN EDGES OF PIT REMOVE ALL TWINE, WIRE AND BURLAP FROM TOP HALF OF ROOTBALL; NON BIODEGRADEBLE MATERIAL SHALL BE REMOVED COMPLETELY. TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL. UNDISTURBED NATIVE SOIL PLACE ROOTBALL ON UNEXCAVATED SOIL PEDESTAL TO PREVENT SETTLING PLANT SET CROWN OF PLANT AT FINISHED GRADE 2" LAYER MULCH AS SPECIFIED ON PLANS; TAPER TO CROWN SAUCER 2" HIGH FINISHED GRADE ROOTBALL TOPSOIL BACKFILL < FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL 54RL1 5 FLANTINC:s DETAIL LEVEL CONDITION 1 1/2 ROOTI DIO 2x ROOTBALL DIA. NTS GROUNDCOVER 2" LAYER MULCH AS SPECIFIED ON PLANS; TAPER TO CROWN FINISHED GRADE ROOTBALL TOPSOIL BACKFILL t FERTILIZER CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL C��OJNDCOVE fR PLANTING DETAIL NTS SCALE: 1 Is = 20 0 10 20 40 � ,1 �n -�J i t v 9 =1 STATE OF WAS H I N GTO N REGISTERED LANDSCAPE ARCHITECT W J#SHUAENNINGTON BEARD CERTIFICATE NO. 938 0 o Z Q. N o >- co co h u j C U- C4 I� Co W Z N � co Z m L6 C'4 Z Z a a. z W 0 Z W W Z Z W W crj � w p , z O WQ N Lo O Z w O p �- LLJ > OO Z O_ Z � O Ir � � d 0- Q W Ir IZ 000Q SHEET OF 6 6 PROJECT NUMBER 02052 - -__ - - - -. _. --..>, - ..: r.:, .;..,. - ---iP ." - _ -�-:. rs,. — ."h P r f. i" F- i? ••I 1� �.,...AA,ate t, .b ':.i I C r4C4I I i ate w CO) I Go 0 A= Vu U11 57 56 49 48 - (0 1' 310 P ; - 49 _j Jqq�G 21 a- 15 4 0*3 13 - > TRACT 100 WEI. IZ45 14258 Ar- !1 37 "1 = -0 t, U Olt 62.05 to 11 A ' ERITA09 77"r- 0 IB +4 cn 0 N 5 A 40 46 13 (4) FORES. 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RE'ftl Off" e e co Remon City Heft 1055 South Gordy W1:ly WA 98m SHEET 1 OF 10 LAURELHURST L9A-04-180-PP PHASE 1 A PORTION OF THE SE 1 /4 OF THE NW 1 /4, SEC. 15, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON DEDICATION / CERTIFICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, HEREBY DECLARE THIS PLAT AND DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES SHOWN HEREON AND THE USE THEREOF FOR ALL PUBLIC HIGHWAY PURPOSES; ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND BLOCKS SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE GRADING OF THE STREETS AND AVENUES SHOWN HEREON, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC, ALL THE EASEMENTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO UTILITIES AND DRAINAGE. TRACTS A, E, F, G, H, I, J AND K ARE OPEN SPACE TRACTS AND ARE HEREBY GRANTED AND CONVEYED TO THE LAURELHURST COMMUNITY ORGANIZATION (LCO) UPON RECORDING OF THIS PLAT. OWNERSHIP AND MAINTENANCE OF SAID TRACTS SHALL BE THE RESPONSIBILITY OF THE LCO. IN THE EVENT THAT THE LCO IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS AS EVIDENCED BY NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT- IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE LCO AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. TRACTS B, C AND D ARE RESERVED BY THE OWNERS, OR THEIR ASSIGNS, FOR FUTURE DEVELOPMENT. IN THE EVENT THAT THE TWO YEAR LIMIT SET FORTH 1N SECTION 2 AND LISTED IN THE CONCLUSIONS OF THE CITY OF RENTON HEARING EXAMINER REPORT EXPIRES WITHOUT MERGER OF TRACTS B, C AND D WITH PROPERTY LOCATED TO THE WEST, CONNER HOMES WILL PREPARE AND PROCESS A LOT LINE ADJUSTMENT COMBINING TRACT B WITH LOT 21, TRACT C WITH LOT 22 AND TRACT D WITH LOT 23 AND RECORD SAID LOT LINE ADJUSTMENT AND EXECUTE CONVEYANCES NECESSARY TO AFFECT THE MERGER 0 THE PROPERTIES. PER INSTRUMENT RECORDED UNDER RECORDING NO. 2 .SO4 1 0�)n 07/ TRACT U IS RESERVED BY THE OWNERS, OR THEIR ASSIGNS, FOR FUTURE DEVELOPMENT. TRACT M IS HEREBY GRANTED AND CONVEYED TO THE LAURELHURST COMMUNITY ORGANIZATION UPON RECORDING OF THIS PLAT FOR STORM DETENTION PURPOSES. OWNERSHIP AND MAINTENANCE (INCLUDING ALL PRIVATE STORM DRAIN AND DETENTION FACILITIES) OF SAID TRACT SHALL BE THE- RESPONSIBILITY OF THE LCO. IN THE EVENT THAT THE LCO IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS AS EVIDENCED BY NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACHLOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACTS PRETWSLY_ OWNED BY THE LCO AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. AN ACCESS EASEMENT OVER TRACT M IS HEREBY DEDICATED TO THE CITY OF RENTON FOR THE PURPOSE OF OBSERVING AND INSPECTING THE PRIVATE DRAINAGE FACILITIES WITHIN SAID TRACT TO ASSURE THAT OWNER(S), THEIR SUCCESSORS AND ASSIGNS, ARE PROPERLY OPERATING AND MAINTAINING SAID FACILITIES PURSUANT ` O All ENGINEERING PLAN APPROVED BY THE CITY OF RENTON FOR THE PROJECT OF LAURELHURST PHASE 1. THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER SAID TRACT TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER'S COST. TRACT L IS A SENSITIVE AREA TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE LAURELHURST COMMUNITY ORGANIZATION (LCO). IN THE EVENT THAT THE LCO IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS AS EVIDENCED BY -NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACT PREVIOUSLY OWNED BY THE LCO AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. KNOW ALL PEOPLE BY THESE PRESENTS, THAT WE THE HEREIN BELOW SIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY SUBDIVIDED, HEREBY CERTIFY THAT WE HAVE ESTABLISHED THE LAURELHURST COMMUNITY ORGANIZATION (LCO) IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID LAURELHURST COMMUNITY ORGANIZATION. SAID ORGANIZATION IS "SUBJECT TO THE DECLARATION OF COUNITYNRTS AND ECORDING NO.ICTJ,O�V0-g-0 E � T E LAURELHURST,, AS DISCLOSED BY INSTRUMENT UNDER KING IN WITNESS WHEREOF WE .•HLLAII��VEE SET OUR HANDS AND SEALS. CONNER HOMES COMPANY, BANK OF AMERICA, N.A., A NATIONAL BANKING A WASHINGTON CORPORATION ASSOCIATION, AS LENDER ONLY �r i✓ /Z law ITS: stST°►" Yl+cSit T yB v 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 HEREBY CONVEYS 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. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS LONG PLAT. ACKNOWLEDGMENTS STATE OF WASHINGTON )SS COUNTY OF I CERTIFY THAT i KNOW OR HAVE SATISFACTORY EVIDENCE THAT __-'_ �_' rl ------ IS THE PERSON THAT APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE/SHE SIGNED THIS NITOASH STrAT UIT--- ED TO EXECUTE AND ��}IAL�/S�HE��y�AS ACKNOWLEDGED OF 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: _�i 1 _, 2005. PRINTED NAME: )SS NOTARY PUBLIC IN AND FOR THE STATE OF WASHII TON RESIDING AT MY APPOINTMENT EXPIRES STATE OF WASHINGTON ) COUNTY OF�_— ) �• ��_� I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THATA __ IS THE PERSON THAT APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT `HE f6 SIGNED THIS INSTRUMENT; ON OATH .STATED AT, E WAS AUTHORIZED TO EXECUTE THE INSTRUMENT; AND ACKNOWLEDGED IT AS cJI«Trti OF BANK OF AMERICA, N.A., A NATIONAL BANKING ASSOCIATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. A� DATED:! ,L_� 2005. PRINTED NAM . �r• ' 1 NOTARY PUBLIC IN AND F THE STATE OF WASH GT ,,.„""sips% a•P�EV D. RESIDING AT _ MY APPOINTMENT EXPIRES L i �Q. a• `'�M ��'' •'O.�e�� n fi �OTA9y (P�.�c�CB®®;.tO�a� WASH CITY OF RENTON APPROVALS CITY OF RENTON PLANNING BUILDING PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS JL AY OF A 10-29 14 2005. CITY OF RENTON MAYOR Q' EXAMINED AND APPROVED THIS �" _ DAY OF PR �L 2005. 44tA. 4�� - 0 km...G, MAYOR -IF—, AL ll.-.. CITY OF RENTON'� , f .� Igo Q�(, i } ,t 1 TED SE0 EXAMINED AND APPROVED THIS �_ DAY OF ��""`_ 2005. CITY CLERK Cal=_ 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 HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER. PUBLIC USES ARE PAID IN FULL. THIS _-3 __Y DAY OF [ .L'i.--------- 2005. Qt'�vl CeA6 >'" FINANCE DIRECTOR KING COUNTY FINANCE DIVISION CERTIFICATE I HEREBY' CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND, THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ;ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAID IN FULL. . THIS --- � �_ DAY OF L---------------- 2005. ' a d MANAGER, FINANCE DIVISION �T DEPUTY DEPT. OF ASSESSMENTS EXAMINED AND APPROVED THIS L A&AY OF 2005. KING COUNTY ASSESSOR DEPUTY ASSESSOR 15230S -g0l5, 40Z4j 4i9q/ 't/--E5 / GZ 13 / qZ19) 40381 9ZIZl gz.11 4 Go4W RI CONFORMED COPY FILE _____ DAY OF _ ____------, 20( UME __- OF PLATS, PAGES -- 00504190004 CITY OF RENTON PLAT 136.50 DIV PAGE001 OF 010 04/19/2005 09:48 KING COUNTY, WA ----------- --------- ---------------------- MANAGER SUPERINTENDENT OF RECORDS SURVEYOR'. S CERTIFICATE I, STEPHEN J. SCHREI, HEREBY CERTIFY THAT THIS PLAT OF LAURELHURST PHASE 1, IS BASED ON AN ACTUAL SURVEY IN SECTION 15, TOWNSE,IP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY WASHINGTON; THAT THE COURSES- AND DISTANCES ARE SHOWN CORRECTLY HEREON, THAT THE MONUMENTS WILL BE SET AND THE LOT CORNERS STAKED CORRECTLY ON THE GROUND; AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. r ��G�r/�'i�►' 71 / Z l �J 0 STEPHEN J. SCHREI DATE PROFESSIONAL LAND SURVEYOR " wess STATE OF WASHINGTON �• •$P LICENSE NO. �37555" 37M5 $ 9 •',�� �jo ;,, •aT A'AL LAO EXPIRES: 4 29 06 14711 N.E 29th Pl. Suite 101 Bellevue, Washington 98007 DESIGN 425.885.7817 Fax 425.885.7963 ENGINEERING • PLANNING - SURVEYING .JOE3 N0. 0;20 LAURELHURST PHASE 1 A PORTION OF THE SE 1 /4 OF THE NW 1 /4, SEC. 15, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTION RESTRICTIONS PARCEL 1: THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 1799641. PARCEL 3A: PARCEL A. CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-04-113-LLA, RECORDED UNDER RECORDING NUMBER 20041202900026. PARCEL 4: THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; EXCEPT THE EAST 190 FEET THEREOF; TOGETHER WITH THE NORTH 30 FEET OF THE EAST 190 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; EXCEPT THE EAST 20 FEET THEREOF FOR ROAD; ALL IN SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. PARCEL SA: LOTS 1. 2, 3 AND 4, KING COUNTY SHORT PLAT NO. 179143, RECORDED UNDER RECORDING NO. 7910180905 BEING A PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY. WASHINGTON; EXCEPT THE WEST 7.5 FEET THEREOF FOR ROAD PARCEL Ilk LOTS 1, 2 AND 3, KING COUNTY SHORT PLAT NO. 678160, RECORDED UNDER RECORDING NO. 7810171032, SAID SHORT PLAT BEING A SUBDIVISION OF A PORTION OF THE EAST HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH. RANGE 5 EAST, WILLAMETTE MERMAN, IN KING COUNTY, WASHINGTON. NE 4TH ST �t! NE 3RD Ct u7 Y > SE 129tH PL wz Q NE 2ND PL — cr - NE 2ND ST NE 2ND ST -fit NE 18t PL SITE �tu�► 4 } >� SE IST PL Q a W � SE NO PL SE 135TH ST _ W SE 136TH ST .� p1. 9iE 3� S� I SE 138TH St � k� � SE 1387N RENTON PL — — � 8E 139TN 6T SE WOTH ST 4 141ST;r L sr H SE 142NO ST PL VIC/N/TYMAP N 1" = 3000't SHEET 2 OF JLO LUA-04-160-FP LND-10-0415 1. LOT 51 SHALL HAVE THE FRONT YARD FACE DUVALL AVENUE N.E. WITH LOT ACCESSED FROM SIDE STREET. 2. LOT 52 AND 53 SHALL HAVE 20 FOOT FRONT YARDS FACING SHARED DRIVEWAY. 3. NO LOT IS TO GAIN DIRECT ACCESS TO DUVALL AVENUE N.E. EITHER NORTH OR SOUTH OF THE INTERSECTION WITH N.E. 2ND STREET. 4. THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE BOUNDARY/LOT LINE ADJUSTMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 20041202900026. 5. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT FOR ROADWAY RECORDED JUNE 10, 1958 DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 4909728. 6. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT TO CITY OF RENTON FOR PUBLIC UTILITIES (INCLUDING WATER AND SEWER), WITH NECESSARY APPURTENANCES RECORDED MARCH 24, 1980 DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8003240430, SAID EASEMENT IS HEREBY RELEASED UPON THE RECORDING OF THIS PLAT. 7. THIS SITE IS SUBJECT TO RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY, RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT TO ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING WORKING THE SAME. DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 192430. 8. THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, F ANY, SET FORTH IN OR DELINEATED ON THE SHORT PLAT DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 7810171032, SAID COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, ARE HEREBY RELEASED UPON THE RECORDING OF THIS PLAT. 9. THIS SITE IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE SHORT PLAT AS DISCLOSED BY MSTRUMENT RECORDED UNDER RECORDING NO. 7910180905, SAID COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS. IF ANY, ARE HEREBY RELEASED UPON THE RECORDING OF THIS PLAT. 10. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A ROAD MAINTENANCE AGREEMENT RECORDED DECEMBER 19, 1978 AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 7812190786. GENERAL NOTES 1. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS. 2. 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. 3. ALL BUILDING DOWN SPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAINAGE 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. DEDICATION OF A SENSITIVE AREA TRACT SENSITIVE AREA AND BUFFER CONVEYS TO THE LAURELHURST COMMUNITY ORGANIZATION 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 THAT 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. O O 0 r0NAL LAB 67�IIi8S: 4 �� 06 14711 N.E. 29th Pl. Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 DESIGN ENGINEERING • PLANNING • SURVEYING JOB N O. 020S2 LAURELHURST SHEET 3 OF 10 LUA-04-160—FP LND-10-0415 PHASE 1 A PORTION OF THE SE 1 /4 OF THE NW 1 /4, SEC. 15, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON ' FND 5/8" REBAR W/YELLOW PLASTIC CAP "PLS 18723" I 0.1'W OF CORNER UNPLATTED FND CASED CONCRETE MON W/1/8" COPPER PIN FND 3" SURFACE DISC KING COUNTY SURVEYMON FND 1" IRON PIPE DN 0.6 ON 7/O1, 02 W/YELLOW PLASTIC CAP N. LINE NE 1/4, SW LS. #6012" 0.2'N X 0.3'W 1 /4, N E 1 /4, N W 1 /4, CITY OF RENTON CONTROL 9 10 POINT 1503 # ON 7/01/02 N88'03'10"W 2585.69 10 OF CORNER SEC. 15-23-5 16 15 1292.85 1292.84 15 N88'09'42"W 293.82 0 27 0b 24 25 26 '2 M � � N 04 28 W 1-N W M n W z Z I r7 'N N.E. 2ND CT. 0 z ^ p^ � :0-co �� ` z 0 p to - z 0 z U, 0 \) UNPLATTED 3 cn.l I TR. D 23 29 < N z w N88'16'13"W N88'16'13"W 1297.74 (� N ' 1297.74 �i 628.87 668.87 m i FND 1 /2" REBAR Z w io NO/CAP 0.1'W OF w cn 30 I n � SITE (M CORNER w i F TR. C 22 ( to (n `" g o 0 J Z 3 N. LINE 5W 1/4. Z 31 z L5 N 00 N SW 1/4, SEC. 15-23-5 TR. 8 i.i in n N88'12'gg" 316.63 21 w ►� HELD KING COUNTY 1RACT E !'� SURVEY CONTROL laj 1 tad TRACT A POINT 13758 Z 10 Z 11 N.E. 2ID PL. TRACTS 0 Z 0 N88'29'10"W 2 9 W 16�15 1302.65 1302.66 15 2652.22 15 14 N o 12 20 Z 32 o 0 N88'29'10"W 26405.31 o a V eo FND CASED CONCRETE MON PIN I 10.7tl T� T �T SuTDDS10j� N 3 8 13 Z ON0NZE Z DN 7/O1/02 DIAGRAM oNo w 19 33 CITY OF RENTON CONTROL Lo ,� r I POINT #478 N.T.S. 0 m I 4 7 -- -r cw z 15 1 5 22 FND CASED CONCRETE M0!�/ W/3" BRONZE DISC DN 1.7' ON 7/01 /02 CITY OF RENTON CONTROL POINT #1855 BL31S OF BEARINGS LINE SE 1/4, N00'57'28"E, ALONG THE WEST LINE NW1/4 SECTION 15-23-5 BETWEEN CITY OF N 1/4, SEC. RENTON CONTROL POINTS 11503 & #478 1-23-5 SURVEYOR'S NOTES 1. THE SECTION SUBDIVISION FOR THIS SECTION IS BASED A FIELD SURVEY BY CORE DESIGN, INC. IN JULY 2002. 2. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 1152281, DATED DECEMBER 8. 2004, SUPPLEMENTAL COMMITMENT NO'S. 1 AND 2 DATED FEBRUARY 15, 2005, SUPPLEMENTAL COMMITMENT NO. 3 DATED FEBRUARY 22, 2005 AND SUPPLEMENTAL NO. 4 DATED MARCH 24, 2005. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NORIS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED CHICAGO TITLE COMMITMENT. CORE DESIGN, INC. HAS RELIED WHOLLY ON CHICAGO TITLE REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 3. AREA OF ENTIRE SITE: 682,017f S.F. (15.6570t ACRES). 4. AREA OF DEDICATED RIGHT OF WAY = 159,003t S.F. (3.6502f ACRES). 5. ALL MONUMENTS SHOWN AS FOUND WERE FIELD VISITED IN JULY, 2002, UNLESS SHOWN OTHERWISE. 6. ALL DISTANCES ARE IN FEET. 7. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN COMPARED TO AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. A SCALE: 1 " = 100' 0 50 100 200 "0000'""o 14711 N.E 29th PL Suile 101 Bellevue, Washington 98007 'co, 425.885.7877 Fax 425.885.7963 DESIGN ENGINEERING • PLANNING SURVEYING J O B N O. 02 O52 SHEET 4 OF 10 LAURELHURST PHASE 1 A PORTION OF THE SE 1/4 OF THE NW 1/4, SEC. 15, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON LUA-04-160-FP LND-10-0415 SEE SHEET 5 FOR CONTINUATION I 3 rn t` N89'22'00"W z 1 ai rq N �`-4 53.07 UNPLATTED W w= z� FND 1/2" REBAR .`.° TR. B 21 z TEMPORARY 20' WIDE NO/CAP 0.1'W OF 'D SEE o -' EMERGENCY ACCESS CORNER o0 °�° DEDICATION o ;t cD 0 3 EASEMENT SEE NOTE 27, SHT. 10 z SHT. 1 0 3148t S.F. \' I -N88'12'S8"W 316.63 1\ N87'55'15"W 71105. 59 53.05 0 1 0 b 1 102.58 i 21.00 21.00in 48.95 Lo / 1 1 w 10 I N \' 42.01 _. �188'12'58"W o I 5280f S.F. -"' --- ____ - - 21' 21' 1 11 4 TRACT A 0o 10 5129 f S.F. 234 0 "' 233 I0 in W W) 5148t S.F. M 1 Z Z 1 230 0 $# 5 I N88'12'58"W N88'12.58W I I z W ( 105.59 102.58 I I N89'16'04"W Z TI 2 I co I 102.10 0 01 w 9 �_ M mi I 12 cj 5280t S.F. 0 5129t S.F. N 0 1 5364f S.F. N 0 20 Iw N 1 228 z aa7 I "' i 224 OD to z M 8.75 N88'12'58"W I I z }rE- N88'12'58"W I 0 105.59 102.58 1 N89'15'29"W W z 1 10' PDE 3 !�' 10 PDE n 10' PDE 102.20 0 1 SEE NOTE 2, ,,� 8 SEE NOTE 4 1 wi �'� SEE NOTE 5 o SHT. 10 5280t S.F. o o SHT. 10 N Q N I SHT. 10 �'' 1 rn 1 .t o 5140t S.F. I j 1 3 0 � 1 222 0 `�' I( 5339f S.F. � 00 Ld (� a z 221 A=06'18'39" I 0=10'07'12" 218 to Mo 19 0 8.75 1 N88'12'58"W L=24.34 J II L=31.62 0 )- N88' 12'S8"W 103.92 4.79 o I z M N 105.59 _ _ #X r o J_ _ - ;'w 61 4 w N84'25'52"E(R) 5*31 " Igo 0 5'0 N89'15'29"W to I 5220t S.F. '`' o % COL=21.28 A=01'42'28" 99.51 13'04'12 L=5.33 �0 L=39.92 O 5390f S.F. i Q 14 0 216 0 4'26" 4. �� it 6=12'48'56" ri 0 1 o O ' Z 215 pr.09 29i39 J � o L=49.43 6561 t S.F. 9.01 N88'12'58"W 101.06 X#- o N88'12'S8"W 110.91 4.76 o I 212 0 18 \\ 107.47 104.50 i w A=-03'24'30" Z ' �t 1r00i �1 5 6 L=10.65 I Q �� 0 ,\ 4 17'51'42" �L i I N7 z j L=54.56 ��j� 4942t S.F: -s:� 5218f S.F. �...-w --� 4.82 ""'50" o rn 10' PDE ' ''� W I 1 62.53 32.63 i 210 0 209 SEE NOTE 3, 1 _ 10.22 / SHT: 10 U 171 10' PDE N88'16'13"W 61.65 N _ '� 87.12 103.95 1 1 SEE NOTE 6, N SHT. 10 c° 4=08'52'53" N88'12 58"W 191.07 !� � L=27.13 ' JOINT USE 1 M 0 1� 1015 16 17 a i Q UTILITY EASEMENT C1 225.00 08'38'03" 33.91 cps' Op (TYP) ,�� 1 i � I 6045f S.F. 5857t S.F. w CD C2 175.00 05'10"4" 15.79 9�-'. TRACT H 1 r- z� 1 4602 i ¢ o C3 25.00 93-30'21" 40.94 1 `J� \ �� 1 0) 4608 0 SEE DEDICATION SHT. 1 j °' rn C4 225.00 02'30'30" 9.85 �, ,NTL co Li o z 0 z 11888f S.F. Q' 21' 9 I oo 21 N. LINE SE 1/4, NW 1/4, <0 ) p 10' PDE- SEC. 15-23-5 CO \ C� v,� S� ��� p0 p �1 SEE NOTE 7, N88'16'13"W � `' i� ��-A=07*51'18"- - - - - - - `�9 pp,, p /V SHT. 10 7.50 L=30.30 66.64 `�� I �'���� - - - - - - - - - - - 40 ���'• 0 2S S 36.65 61.65 �O F` '00 46.33 ro / Gam' �cs�u,,o 4' SWE N 4 SWE 4' SWE 1*it TRACT I a \ - SEE DEDICATIONS SHT. 1 _W V / R=200.00 Qmv_ - 12.63 - N 237.53 - I 2113t S.F. 0- , ,1 G� 00 =18 45'21' - - -- - N � ��6 F �,200 �� L_F,5.47 N N.E. 2ND ST. - N88'16'13"W 501.19 - PLAT OF FERNWOOD NORTH °� Z °g c's. c� VOL. 128, PG'S 100-101 i ' I SEE SHEET 6 FOR CONTINUATION SEE SHEET 9 FOR CONTINUATION W. LINE SE 1/4, NW 1/4, SEC. 15-23-5 O z z O U 134 W cc W W W t/] s LEGEND ® SET STANDARD CITY OF RENTON CONCRETE MONUMENT IN CASE AS SHOWN. • SET 1 /2" X 24" REBAR W/YELLOW PLASTIC CAP STAMPED "CORE 37555" 0 FOUND CORNER MONUMENT AS NOTED. lz SET TACK IN LEAD W/SHINER "37555" » > 1.. ON PROPERTY LINE EXTENDED 4.75 FEET SCALE. 1 - 40 IN LIEU OF FRONT LOT CORNERS UNLESS NOTED OTHERWISE. 14717 N.E. 29tir Pl. Suite 101 0 20' 40' 80' 4608 CITY OF RENTON STREET ADDRESS Bellevue, Washington . 98007 t tl7666 ♦,�: PDE PRIVATE DRAINAGE EASEMENT �P' 9?ss��•' Con425.885.7877 Fax425.885.7963 r°heL is DESIGN SWE CITY OF RENTON SIDEWALK EASEMENT mum: 4 29 06 SEE SIDEWALK EASEMENT NOTE ON ENGINEERING PLANNING • SURVEYING SHT. 10 JOB IVO_ 02052 LAURELHURST PHASE 1 A PORTION OF THE SE 1 /4 OF THE NW 1 /4, SEC. 15, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON FND 1" IRON PIPE W/YELLOW PLASTIC CAP IS #6012" 0.2'N X 0.3'W OF CORNER --� R-45' A=180'16'47" L-141.59 a 0 'Q J Z TEMPORARY EMERGENCY ACCESS EASEMENT SEE NOTE 27, SHT. 10 SCALE: 1 " = 40' 0 _ 20' 40' -_ 80' r LEGEND FND 5/8" REBAR UNPLATTED W/YELLOW PLASTIC CAP "PLS 18723" 0.1'W OF CORNER SHEET 5 OF 1"0 LUA-04-160-FP LND-10-0415 -c N88'09'42"W 293.82 ,,- 5.00 60.01 60.02 60.01 108.77 I �i 30.01 25 26 �, 27 I N 6209f S.F. r 0)W 5833t S.F. Q1 r� 6117f S.F. 0 24 rn 4612 i 274 Uj 35' 0 0 4606 o I 00 co w 0 rn 5909f S.F. o o � 0o o co w 10' POE "' N89'22'00"W 108.75 O4600 Z "� cn SEE NOTE 12, 0 0 �� SHT. 10 z o I I-o� 20' PRIVATE z 1 a \,o I �N I ACCESS &UTILITY 28 - - SE 6852t S.F. 60.09- - - - - - - - - - z 1,\0 N + 1 SEE NOTE 24,I 00 52.83 ^ C13 `� �r SHT. 10 268 1 0 r(t C�4 V o & 5' ADDITIONAL `14 N89't8'44"W / RIGHT OF WAY I m N8922'00"W o _ 112.92 - R 2 ' N.E. 2ND CT. L--4335'03" ,�'o- 99.47 I W L=19.02 O�? UTILITYADDITINAL 10' EASEMENT PUBLIC 1 Z �j 53.06 59.86 y \4-, SEE NOTE 1, SHT. 10 -- ----- --`�cR \ ti� 1 00 TR. D 10' JOINT USE �a�o� 1 �� • 29 I Q Uj UTILITY SEE EASEMENT/ / ��� °i 'QJ 6025t S.F. 1 J o \DEDICATION o (TYP) / ��\ o O I Q b W o SHT. 1 0 0 / 23 R=39.00 262 M z 6590t S.F. A=89'56'45"I i N89'22'00"W 95.00 _ L=61.22 I cn ► 1 1 I � i 3716t S._F. 0 10' JOINT USE UTILITY g N89'22'00"W N89'22'00"W I 0 1 EASEMENT 30 I o 53.06 98.89 1 i (TYP) 5700f S.F. I 0 cD TR. C 0 22 I I 256 I o ; o 0 1 0 1 I N89'22'00"W I 0! 0o SEE o 5935f S.F. 00 o cD DEDICATION o cn 1 con 95.00 ( aO SHT. 1 z 257 10' POE 3184f S.F. SEE NOTE 11, o SEE NOTE 13, 31 1 o �0 N89'22'00"W SHT. 10 0 o 0 SHT. 10 5686t S.F. { 0 N89'22'00"W I o 1 53.07 98.94 ' 21 LO I 21 N6S 250 i o I co w I I �-}� 4'� 1 35'Ln 21 �8.. n \ I TR. B 0 U 5i_._'f S'! 0 6.3�.3 N N89'22'00"W 90.83 0 cn 251 10' POE - - Z Ln SEE NOTE 10, (0 45.00 G1 - - N88'12'58"W 316.63 _� 21' 21' 1 SHT. 10 01 N89'22'00"W rn I 4' SWE _ 't -0 N89'22'00"W 151.00 N TRACT E _ SEE DEDICATION SHT. 1 99.00 1 1 W o TRACT A I o - - 121.00 _ o0 1 1170t S.F. 30.00 Z f 11 r { r N.E. 2ND PL' SEE DEDICATION SHT. 1 I� o0 4' S, TRACT F I 0 4729f S.F. { Z 45.00 ® SET STANDARD CITY OF RENTON CONCRETE MONUMENT IN CASE AS SHOWN. • SET 1/2" X 24" REBAR W/YELLOW PLASTIC CAP STAMPED "CORE 37555" O FOUND CORNER MONUMENT AS NOTED. 0 SET TACK IN LEAD W/SHINER "37555" ON PROPERTY LINE EXTENDED 4.75 FEET IN LIEU OF FRONT LOT CORNERS UNLESS NOTED OTHERWISE. 4612 CITY OF RENTON STREET ADDRESS POE PRIVATE DRAINAGE EASEMENT SWE CITY OF RENTON SIDEWALK EASEMENT SEE SIDEWALK EASEMENT NOTE ON SHT. 10 C"9 588 G I SEE DEDICATION SHT. 1 N89'22'00"W I 1354f S.F. 99.00 � ^/ N89'22'00"W 92.37 w 21' 21' N1 35' o 12 0 20 { 0 0 32 0 w 0 o z { CD5940f S.F. 0 i � I Ln I 5503t S.F. o co 219 I Z { I 220 I 0 I N89'22'00"W z W { N89'22'00"W 95.00 i Q 99.00 " f- U 10' POE I I 13 10' POE N I SEE NOTE 14, SEE NOTE 9, 19 SHT. 10 of Q 1 -� SHT. 10 33 o 0 5940t S.F. o 1 0 I 0 68"0t S.F. 0 I I U I `noco N89'22'00"W I I O1 I I 1 00 r 99.00 1 0 N89'22'00"W I N I I I I rq 95.00 M 14 I I i � 18 I I I 34 1 I Z I o 5996t S.F. i o f 5700f S.F. I o J{ I z 207 I � 208 0 Ld I N88'16'13"W 99.02 U 1 N89'22'00"W { { 95.00 SEE SHEET 6 FOR CONTINUATION CURVE TABLE C5 60.00 39'29'56" 41.36 C6 80.00 41'46'19" 58.32 C7 80.00 11'46'19" 16.44 C8 80.00 30'00'00" 41.89 C9 25.00 23'34'42" 10.29 C10 25.00 66*25'19" 28.98 C11 25.00 66'25'18" 28.98 C12 25.00 23'34'42" 10.29 C13 81.00 05'04'49" 7.18 C14 81.00 36'14'51" 51.24 C15 81.00 14"9'02" 20.24 C16 81.00 34'18'02" 48.49 C17 25.00 18'39'47" 8.14 C18 25.00 71'20'13" 31.13 C19 25.00 71*20'13" 31.13 C20 25.00 18*39*47" 8.14 C121 60.00 89'56'45" 94.19 'O S .r • a 14717 RE 29th Pl. Suite 101 Bellevue, Washington 98007 P ' !v �T655`�9'• 425.885.7877 Fax 425.885.7963 �r°Nei Li►� DESIGN XPUM: 4 29 Ue ENGINEERING • PLANNING • SURVEYING J O B N O. 02052 '-w- 0--- n c -1 n �n CG 1 V V ■ .a.v LAURELHURST PHASE 1 A PORTION OF THE SE CITY/4 OF THE OF RENTON,NKING COUNTY,, WASHINGTONN , RGE. 5 E., W.M., SEE SHEET 5 FOR CONTINUATION I 18 1 1 34 I ( fn 10' JOINT USE 1 I � �J I UTILITY EASEMENT 1 1 I t 1 n Z (TYP) 1 i 5' ADDITIONAL N 88'16' 13"W w I RIGHTOF WAY 1 ? t o U I N89'22'00"W I 70.00 co 95.00 ( I Ln 11 w ' I 16 17 woo. 1 0 Z Q J woo 35 II I I o i 15 0-Z'.�1 Ld I�az I ctl K; I w 6596t S.F. 0 w= "' I= I�' w 6838t S.F. m z M i t M o vl cn i U I uwi 202 21' 21' I 21' 21' I ZA� 10' PDE R=25.00 SEE NOTE 7, A=91'05 47" �7�• ( \ SHT. 10 40_ L-39.75 5 .36 - c' 46.33 - 4' SWE 45.01 LUA-04-160-FP LND-10-0415 35' 1't kt 4' SWE - 1Q00 N td8s3'1$`t3"1N N 237.53 151.03 N.E. 2ND ST. - -- - - N88'16'13"W 501.19 - - __ - N - 20.00 r N Tit Tit N Zt xt Tii x((ro •----------------- -----60.01------ -- ---- 72.01 ------------ - 60.01----- ----50.01-- - -----60.01------ -----5349----C38 -------- - - - - - - - ------•-- --------- -----1- 10' / 10' PDE 10' PDE 0 SEE NOTE 17. SEE NOTE 16, 42 �' 41 w SHT. 10 w 0 39 w 0 SHT. 10 w 37 36 W o N 40 O N O 0 N 3$ O NO 0 O N / LO 2 0 0 5701 t S.F. O rn 6841 t S.F. o rn 5701 f S.F• o rn pn 'n 5701 f S.F. n o rn 5699t S.F. 00 M z4619 4601 Z 4607 Z 4613 Z O 4751 f S.F. Z a, 4653 0 Z 4659 43 N88.16'13"W 72.01 N88'16'13"W 60.01 50.01 N88'16*13"W N88'16'13"W 60.01 62.01 N88-16'13"W 60.01 N88'16'13"W 60.01 60.01 60.01 50 C6 45 46 47- 48 49 5758t S.F. w w w w 5761t S.F. o N 0 5953E S.F. o co 0 5761 f S.F. 0 5761 f S.F. 0 5761 f S.F. 0 N 4658 00 0D 44 o 0 co 4604 !'� 0 4610 b 0 c0 °' 4616 c0 °' 4622 co °' 4652 0o tOD a' rn 10' PDE r o z z Z 10' PDE SEE NOTE 18, SEE NOTE 19. SHT. 10 SHT. 10 ---^- -------------------- 62.01 60 .01 60.01 - 52.53 C41-1EE 60.01LL4L 60.01 �- TRACT G SEE DEDICAnON SHT. 1 I 1624E S.F. LL N V) I 25 2 5' o I ,.+j 1 �yM 0 of W I N U' V) N MI O � 00) o M � a 1 I pn Li N 0 w OI ='' O o I CO 0LLJ zI� z 1 I� I- Q lI I J Q > � I O, (n Q r-- N 88'16' 13"W N N.E. 1 ST CT. - - 538.32 - - _ - 20.00 TiX L� 0 9 Z+I N -4' SWE --50.01 --- 50-01-- ----- 103.68 i I 102.50 74.35 -- -- I- --I--1----------- --------1-T��� 1 -t- -� I[----�-26' WIDE ACCESS ` 10' PDE !� !� 10' PDE R=25.00 i EASEMENT o SEE NOTE 21, o Q 53 1 I 't CC) I SEE NOTE 25, SHT. 10 SEE NOTE 20, 4 88'54'13' o SHT. 10 0 1 v? I 1 52 00 SHT. 10 L=38.79 N w 54 0' 6353i S.F. `� 00 !� 0 0 1 i o i 1 6307t S.F. o t° 51 4657 I TRACT o oo 4500E S.F. 4615 I I z I I z I ojj `� a o I I 4621 5982t S.F. K - 0 4500± S.F. Z 4609 102.50 I I 102.50 100.05 1 25 25' oz 4603 z N88'19'28"W 310.05 20.00 SET PK NAIL WITH a, WASHER {37555 IN TOP ADDITIONAL 10' PUBLIC 50.01 50.01 U� 8"X 8" CONC. POST UTILITY EASEMENT SEE N88'16'13"W 56 57 N8915'29'W 97.54 58 LEGEND ® SET STANDARD CITY OF RENTON CONCRETE MONUMENT IN CASE AS SHOWN. • SET 1 /2" X 24" REBAR W/YELLOW PLASTIC CAP STAMPED 'CORE 37555' 0 FOUND CORNER MONUMENT AS NOTED. SET TACK IN LEAD W/SHINER '37555" ON PROPERTY LINE EXTENDED 4.75 FEET IN LIEU OF FRONT LOT CORNERS UNLESS NOTED OTHERWISE. 4659 CITY OF RENTON STREET ADDRESS PDE PRIVATE DRAINAGE EASEMENT SWE CITY OF RENTON SIDEWALK EASEMENT SEE SIDEWALK EASEMENT MOTE ON SHT. 10 CURVE TABLE NOTE 1, SHT. 10 w 0 0 OD 0 O z 0 10'46'47" 0 80,18'59"0 76'06'28'0 W 12'47'45'0 15'09'50'0 73'44'23'0 73'44'230 17'21'23' UNPLATTED -T SCALE: 1 SEE SHEET 7 FOR CONTINUATION 0 20' 40' 80' 4.70 J. 35.04 '*[8 33.21 ��. o dry00000 5.58 :;, 74711 N.E. 29th P1. Suite i01 6.62 " Bellevue, Washington 98007 32.18 32.18 `q •' co 425.685.7877 Fax 425-885.7963 7.57 . ofeT•t t,.g' DESIGN TONAL LX► V UPUM'4 29 06 ENGINEERING PLANNING • SURVEYING J O B N O. 02052 LAURELHURST PHASE 1 A PORTION OF THE SE 1 /4 OF THE NW 1 /4, SEC. 15, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON z 0 � w 0 0 z 0 pp O 0-4 r F, 0 z O 0 z U 19 187. 0 w v� r� w 58 x V) Ch w O N t� 59' N 8 og \ SCALE: 1" = 400 "Ss� l�s 33� 0 20' 40' 80' 10' JOINT USE UTILITY EASEMENT (am) FND REBAR NO CAP 0.8'N OF LINE TRACT M SEE SHEET 6 FOR CONTINUATION UNPLATTED SHEET 7 OF 1.0 LUA-04-160-FP LND-10-0415 OD °°ice 0 O z W Z Q w O O c I M O t0 z 25' 25' N88'19'28"W 240.04 Ln E DEDICATION SHT. 1 &=50'12'29" 'SMT NOTE 1, SHT. 10 L=21.91 1384t S.F. UNPLATTED DEDICATION SHT. 1 & FND 1" IRON PIPE 0.1'SE OF COR. 170.02 5 4 I 3 I 2 I , S.E. 135TH STREET LEGEND ® SET STANDARD CITY OF RENTON CONCRETE MONUMENT IN CASE AS SHOWN. • SET 1 /2" X 24" REBAR W/YELLOW PLASTIC CAP STAMPED "CORE 37555" 0 FOUND CORNER MONUMENT AS NOTED. tt SET TACK IN LEAD W/SHINER "37555" ON PROPERTY UNE EXTENDED 4.75 FEET IN LIEU OF FRONT LOT CORNERS UNLESS NOTED OTHERWISE. 126 CITY OF RENTON STREET ADDRESS PDE PRIVATE DRAINAGE EASEMENT SWE CITY OF RENTON SIDEWALK EASEMENT SEE SIDEWALK EASEMENT NOTE ON SHT. 10 CURVE TABLE C54 81.00 31'59'09" 45.22 C55 60.00 31'59'09" 33.50 C56 39.00 31 *59'09" 21.77 �I IN r� w 0 0 cp 0 0 z 25' i 14711 NA 29th Pl. Suite 101 Bellevue, Washington 98007 425.885.781-7 Fax 425.885.7963 DESIGN ENGINEERING • PLANNING • SURVEYING JOB NO_ -02052 LAURELHURST PHASE 1 A PORTION OF THE SE 1/4 OF THE NW 1/4, SEC. 15, TWP. 23 N., RGE. 5 E., W.M., SEE SHEET 9 FOR CONTINUATION CITY OF RENTON, KING COUNTY, WASHINGTON SHEET 8 OF 10 LUA-04-160-FP LND-10-0415 0 1 W o UNPLATTED ca I I I 27 FND 1/2"REBAR W/CAP - S&A "15639" 0.1'W OF LINE 26 TRACT "A" 12 11 �R PCB P c0 00 c0 10 (n n J 0 in Q w 0 9 0 0 z o' �w LL 0 Q n LEGEND w t 0 0 z N89'15'29"W 90.00 I N89'15'29"W 97.54 63 I Q w o f 58 0 — I I Z I K L6 I 4950f S.F. � Q 4 `n `n o 20 i 1 I I LLI z N8915'29"W 62 I m I 90.00 CD cr- N 1 m I r 10' PDE ,ram I SEE NOTE 22, N89'15'29"W 121' 21' I SHT. 10 I 90.00 59 w c� r-- 10' PDE L I 7852f S.F. UNPLATTED SEE NOTE 23, o I SHT. 10 61 1 \ 114 0 o I 4687f S.F. �`si�' \ \ (Dr)z 111 N89'15'29"W \ 5.75 103.15 N N. 10' JOINT USE o UTILITY EASEMENT N �� 60 \psi s, (TYP) 6096t S.F. \ 105 N89'15'29"W h /�' `n 00 io r) 112.64 09k'` 1)S `��� 89 �o o LO Z o00 z l t.e9 70.01 w �S N88'22'42"W N88'19'28"W 240.04 - - � rl I � N 0 j 0 M oo. C55 N.E. 1ST ST. �N88'22'42"W 332.31 t� N 10' PDE \ \ C54 142.64 k6 SEE NOTE 26, 't SHT. 10 N88'22'42"W 170.03 - - / 2 \\ �a �.� TRACT U Q/ \\� TRACT M00 o o, 70835t S.F. M z 0 50' ' BUFFER i W Z UNPLATTED 0 TRACT L o H I00 \\ SEE SDTD'C &ION \ \ S FND REBAR NO CAP o SENSITIVE AREA Sj;6� 0.8'N OF LINE z 0-4 NOTE, SHT. 2 ��6 F 14125f SF � FND- t" IRON PIPE 0.1'SE OF COR. Z 134.01O U FND 1/2"REBAR W/CAP LS "6471" 0.7'N X 0.1'E ® SET STANDARD CITY OF RENTON CONCRETE MONUMENT IN CASE AS SHOWN. • SET 1 /2" X 24" REBAR W/YELLOW PLASTIC CAP STAMPED "CORE 37555" O FOUND CORNER MONUMENT AS NOTED. zt SET TACK IN LEAD W/SHINER "37555" ON PROPERTY LINE EXTENDED 4.75 FEET IN LIEU OF FRONT LOT CORNERS UNLESS NOTED OTHERWISE. 120 CITY OF RENTON STREET ADDRESS PDE PRIVATE DRAINAGE EASEMENT SWE CITY OF RENTON SIDEWALK EASEMENT SEE SIDEWALK EASEMENT NOTE ON SHT. 10 6 GOES PLACE VOL. 85, PG'S 12/13 SCALE: 1 " = 40' 0 20' 40' 80' 326.37 N88'24'19"W 460.38 37555 �jo, rats \ NAL L O i� E� - w x 3 2 w I � i S.E. 135TH STREET CURVE TABLE C50 81,00 33'06'21" 46.80 C51 81.00 24'O1'43" 33.97 C52 60.00 57'08'04" 59.83 C53 39.00 57'08'04" 38.89 C54 81.00 31'59'09" 45.22 C55 60.00 31'59'09" 33.50 C56 39.00 31'59'09" 21.77 ,.0000" 1477 1 N.E. 29th Pl. Suite 101 Bellevue, Washington 98007 425.885.7877 fax 425.885.7963 DESIGN ENGINEERING • PLANNING • SURVEYING JOB N O _ 02052 FND 1" IRON PIPE W/CA S&A 15139 0.15'S OF COR FND 1" IRON PIPE - W/CAP S&A 15139 0.15'SE OF COR 31 O O O V) n 30 00 N J O _ I- O z 0 29 O Z w LL ro Q 28 LEGEND LAURELHURST PHASE 1 A PORTION OF THE SE 1/4 OF THE NW 1/4, SEC. 15, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON SHEET 9 OF 10 LUA-04-160-FP LND-10-0415 SEE SHEET 4 FOR CONTINUATION SEE SHEET 5 FOR CONTINUATION C49 m N 112.63 �- - - - cv 237.53 Gka N N.E. 2ND ST. _ N88'16'13"W 501.19 - -- / 4' SWE z 9 N �cS. 96.52 - - - - - - - - - - - ------- oi C34 -------- -------------L 42 7366f S.F. w N /'� V� N N 180 0 41 40 39 ��00 N 51', � / \ N88'16'13"W o 38 i Lp 4.94 115.79 z 6 9 n J n I W Ln I 43 • 6201 t S.F. 175 I 6759t S.F. v 1 I 174 ci io N89'15'29"W i N 21' I 21' v� N 90.00 1 N88'16'13"W I � L I]- O 1 68 1 1 <W I T 112.07 45 o I 4500t S.F. 0 I o Z I 10' PDE W o 46 47 48 I 169 I "' I I SEE NOTE 18, 44 °D 1 oN I SHT. 10 o N89'15'29"W 0 I 7721t S.F. N 0 z 1 90.00 I co 1 R=25.00 t1=89'00'44" 168 0 r 67 L=38.84 o i 4500f S.F. 0 o i _-- 87.63 ------- ------------------------ LO I 163 U.)I I 4' SWE � N8915'29"W I N N.E. 1ST CT. N88'16'13"W 90.00- - N 538.32 - - o I 66 I o 4' )9 0 1 0 4500t S.F. I o I61.84 157 i Q ------------- r1TR ---- 10' PDE 10' JOINT USEI N89'15'29"W I 21� 2I ; : SEE NOTE 21, SHT. 10 UTILITY EASEMENT i0 90.00 o w (TYP) r I SEE DEDICATION SHT. 1 �o 00 53 52 0 1 65 I o I I -- oQ� +_. - o 0 55 54 r , 1 4662f S.F. 10 W I I z 151 i N89'15'29"W I N89'15'29"W I o 1 87.40 N8P,19 28"W 310.05 - - 1 90.00 1 0 I 56 I 64 oo I 4810t S.F. o o N89'16'13"W 100.02 0D I 4500f S.F. 1 0 i 132 ,`n oo wo 0 Ln 1 129 I co o I "' 57 CC UNPLATTED 1 z N 87.50 7164t S.F. cOo N89'15'29"W O I N89'15'29"W 126 o0 Z N I 90.00 I 20.00 OD I I Li.l k# i�89'15'29"W 187.54 0 1 63 1 0 � 1 �` N89'15'29"W 97.54 0 I 4500t S.F. I 0 Ld Ln I 123 I Ln m j 58 w x 1 N89'15'29"W 1 I rn 90.00 I 1 1 I Z of 62 to w 0 1 o 4500f S.F. I o 0 I _M 117 `n i i 10' PDE SEE NOTE 22, O o Z 1 N89'15'29"W I 21' � I 21' 1 SHT. 59 I 90.00 1-- 10' PDE ( � SEE NOTE 23, 61 SHT. 10 ` ® SET STANDARD CITY OF RENTON CONCRETE MONUMENT IN CASE AS SHOWN. • SET 1 /2" X 24" REBAR W/YELLOW PLASTIC CAP STAMPED "CORE 37555" O FOUND CORNER MONUMENT AS NOTED. >z SET TACK IN LEAD W/SHINER "37555" ON PROPERTY LINE EXTENDED 4.75 FEET IN UEU OF FRONT LOT CORNERS UNLESS NOTED OTHERWISE. 180 CITY OF RENTON STREET ADDRESS PDE PRIVATE DRAINAGE EASEMENT SWE CITY OF RENTON SIDEWALK EASEMENT SEE SIDEWALK EASEMENT NOTE ON SHT. 10 i N SCALE: 1" = 40' 0 20' 40' 80' SEE SHEET 8 FOR CONTINUATION CURVE TABLE C31 121.00 14'27'16" 30.53 C32 121.00 03'18'49" 7.00 C33 25.00 107'22'47" 46.85 C34 179.00 01'22'34" 4.30 C37 100.00 17'46'05" 31.01 C46 25.00 1 105'33'37" 1 46.06 C47 79.00 1 17'46'05" 24.50 C58 25.00 1 90'59'16" 1 39.70 0 H 9 0 U O W m w W IJ� W 14717 N.E. 29th P►. Suite 107 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 DESIGN ENGINEERING • PLANNING • SURVEYING JOB NO_ 02052 114 SHEET 10 OF 10 LAURELHURST PHASE 1 A PORTION OF THE SE 1 /4 OF THE NW 1 /4, SEC. 15, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON THE EASEMENTS DEPICTED ON THE MAP SHEETS OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSED LISTED BELOW AND ARE HEREBY CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED ACCORDING TO THE RESERVATIONS LISTED BELOW. THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER'S COST. 1. AN EASEMENT IS HEREBY RESERVED, GRANTED AND CONVEYED TO THE CITY OF RENTON, PUGET SOUND ENERGY, QWEST COMMUNICATIONS, COMCAST AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE 20 FOOT PRIVATE ACCESS AND UTILITY EASEMENT SHOWN ON LOT 28, THE 26 FOOT PRIVATE ACCESS AND UTILITY EASEMENT SHOWN ON LOTS 52 AND 53, TRACT U, THE EXTERIOR 10 FEET OF ALL REMAINING LOTS AND TRACTS, PARALLEL WITH AND ADJOINING EXISTING OR PROPOSED PUBLIC RIGHT-OF-WAY AND THOSE EASEMENTS SHOWN HEREON AS ADDITIONAL PUBLIC UTILITY EASEMENTS, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES, SIDEWALKS AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY, WITH UTILITY SERVICES AND SIDEWALKS. TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN TOGETHER STATED. NO UNES OR MARES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, FtN;1: OR POLICE SIGNAL OR FOR OTHER PURPOSES, SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND UND OR IN CONDUIT ATTACHED TO A BUILDING. 2. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 2, 3, 4 AND 5 IS FOR THE BENEFIT OF LOTS 1, 2, 3 AND 4. THE OWNERS OF SAID BENEFITED LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACIILITES WITHIN SAID EASEMENT. 3. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 6 AND TRACT H IS FOR THE BENEFIT OF LOTS 6 AND 7. THE OWNERS OF SAID BENEFITED LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 4. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 8 AND 9 IS FOR THE BENEFIT OF LOTS 9 AND 1C. THE OWNERS OF SAID BENEFITED LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 5. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 12 AND 13 IS FOR THE BENEFIT OF LOTS 11 AND 12. THE OWNERS OF SAID BENEFITED LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 6. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 15 IS FOR THE BENEFIT OF LOT 14. THE OWNERS OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 7. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON SOUTH END OF LOT 17 IS FOR THE BENEFIT OF LOT 16. THE OWNERS OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 8. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON THE EAST SIDE OF LOT 17 IS FOR THE BENEFIT OF LOT 18. THE OWNERS OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 9. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 19 IS FOR THE BENEFIT OF LOT 20. THE OWNERS OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 10. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 21 IS FOR THE BENEFIT OF TRACT A. THE OWNERS - OF SAID BENEFITED TRACT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 11. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 22 IS FOR THE BENEFIT OF LOT 21. THE OWNERS OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 12. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 25, 26, 28 AND 29 IS FOR THE BENEFIT OF LOTS 24, 25, 26, 27 AND 28. THE OWNERS OF SAID BENEFITED LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 13. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 31 IS FOR THE BENEFIT OF LOT 30. THE OWNERS OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 14. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 33 IS FOR THE BENEFIT OF LOTS 32. THE OWNERS OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 15. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 35 IS FOR THE BENEFIT OF LOT 34. THE OWNERS OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 16. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 37 AND 38 IS FOR THE BENEFIT OF LOTS 36 AND 37. THE OWNERS OF SAID BENEFITED LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 17. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 39 AND 40 IS FOR THE BENEFIT OF LOTS 40 AND 41. THE OWNERS OF SAID BENEFITED LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 18. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 44, 45 AND 46 IS FOR THE BENEFIT OF LOTS 43, 45, 46 AND 47. THE OWNERS OF SAID BENEFITED LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 19. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 49 AND 50 IS FOR THE BENEFIT OF LOTS 48 AND 49. THE OWNERS OF SAID BENEFITED LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 20. THE 10 FOOT -PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 51 IS FOR THE BENEFIT OF LOT 52. THE OWNERS OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 21. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 54, 55 AND TRACK K IS FOR THE BENEFIT OF LOTS 53, 54 AND 55. THE OWNERS OF SAID BENEFITED LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 22. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 57, 58 AND 59 IS FOR THE BENEFIT OF LOTS 56, 57 AND 58. THE OWNERS OF SAID BENEFITED LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 23. THE 10 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 60, 61, 62, 63, 64, 65, 66, 67 AND 68 IS FOR THE BENEFIT OF LOTS 61, 62, 63, 64, 65, 66, 67, 68 AND 69. THE OWNERS OF SAID BENEFITED LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 24. THE 20 FOOT PRIVATE ACCESS AND UTILITY EASEMENT SHOWN ON LOT 28 IS FOR THE BENEFIT OF LOT 27. THE OWNERS OF SAID LOTS 27 AND 28 SHALL BE RESPONSIBLE FOR THEIR RESPECTIVE PRIVATE UTILITY FACILITIES AND SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE ACCESS UTILITIES USED IN COMMON WITHIN SAID EASEMENT. 25. THE 26 FOOT ACCESS EASEMENT SHOWN ON LOTS 52 AND 53 IS FOR THE BENEFIT OF LOTS 52, 53 AND THE ADJOINING SOUTHERLY PROPERTY OWNER. THE OWNERS OF SAID BENEFITED LOTS 52 AND 53 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID ACCESS EASEMENT. 26. THE PRIVATE DRAINAGE EASEMENT SHOWN ON TRACT L IS FOR THE BENEFIT OF THE LAURELHURST COMMUNITY ORGANIZATION. THE LAURELHURST COMMUNITY ORGANIZATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 27. THE TEMPORARY 20' WIDE EMERGENCY ACCESS EASEMENT SHOWN ON LOTS 1 AND 10 AND THE TEMPORARY EMERGENCY ACCESS EASEMENT SHOWN ON LOT 23 AND TRACT D ARE HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON FOR EMERGENCY VEHICLE ACCESS. THE LAURELHURST COMMUNITY ORGANIZATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE ACCESS FACILITIES WITHIN SAID EASEMENT, SAID EASEMENT SHALL AUTOMATICALLY EXPIRE WHEN THE PUBLIC STREETS ADJOINING ARE EXTENDED. Fly" DKfm114�ly*j04-'I��li���! LUA-04-160—FP LND-10-0415 WITNESSETH THAT SAID GRANTOR(S), FOR VALUABLE CONSIDERATION, RECEIPT OF WHICH IS HEREBY ACKNOWLEDGED, HEREBY GRANTS AND CONVEYS AN ACCESS EASEMENT OVER, ACROSS, AND UPON THE PRIVATE DRAINAGE EASEMENTS SHOWN ON THE FACE OF THIS PLAT, PER AN ENGINEERING PLAN APPROVED BY THE CITY OF RENTON AS A GRANTEE, TO ENTER UPON SAID EASEMENT(S) FOR THE PURPOSE OF OBSERVING AND INSPECTING THE FACILITIES TO ASSURE THAT THE OWNER(S), THEIR SUCCESSORS AND ASSIGNS, ARE PROPERLY OPERATING. AND MAINTAINING THE DRAINAGE FACILITIES 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 SUBSEQUENTIAL OWNERS(S) THEREOF, FOREVER THE OILERS OF LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS (THE GRANTEE), A PERPETUAL EASEMENT FOR PUBLIC SIDEWALK AND PEDESTRIAN PLUS, AND CONSTRUCTING, RECONSTRUCTING, INSTALLING, REPAIRING, USING AND MAINTAINING SAID SIDEWALK. TOGETHER MATH THE RIGHT OF INGRESS AND EGRESS THERETO WITHOUT ANY PRIOR INSTITUTION OF SUIT PROCEEDINGS OF LAW AND MATHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFORE. THE EASEMENT HEREBY {RANTED ARID CONVEYED IIS GRAPHICALLY DEPICTED AND IDENTIFIED ON SHEETS 4 THRU 9 OF 10 HEREIN AS CITY OF RENTON SIDEWALK EASEMENTS. EASEMENT FOR THE CONSTRUCTION, REPAIR, RECONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES ARE HEREBY CREATED AND ESTABLISHED FOR THE BENEFIT OF THE ABUTTING LOT OWNERS WITHIN THIS PLAT, OVER, ACROSS, AND UNDER THE TWO AND ONE—HALF FEET IN WIDTH OF THE PORTION OF EACH LOT ABUTTING A LINE COMMON WATH ANOTHER LOT OR TRACT AND 5.00 FEET IN WIDTH ADJACENT TO AND PARALLEL WITH THE REAR BOUNDARY OF SAID LOTS AND TRACTS. 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 OR 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. n :a 74711 N.E. 29th Pl. 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