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A PORTION of the S.E. 114, SECTION 10, T 0 WNSHIP 23 N. , RANGE 5 E. , W.M. LEGAL DESCRIPTION THE WEST HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN.. KING COUTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR ROAD AND UTILITY PURPOSES OVER AND ACROSS THE SOUTH 30 FEET AND THE WEST 30 FEET OF THE EAST HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 10; EXCEPT ANY PORTION FO SAID EASEMENT LYING WITHIN COUNTY ROAD. 3 JOHNSON KENNETH E North quarter corner of 1023059394 io Section 10, Township 23 North, Range 5 East, 3" King County brass as stamped 1023059394 "3-101, on concrete post o to (U o m / / / -� 460 / o / !.2'N & 0.1' ; ,.,� 0.4'N & 0.9'E 4' by lone ence n 4' cyclon fence S-69 °19' 28" E 0 . 85 - 4' cyclone fence\ 0.9'W T " — —1 -' cyTnTb6—To— — — — — — 1 ►7 N F 7th T I .', rockery I 30' NOTE: ALL EXISTING STRUCTURES 1 _ ai i L I 45D SF I o — I U 46 ARE TO BE REMOVED U'I----60-8- \-60.8-- I t o o I L I �� r U — I 1 ---I.- 1 30 I 6 1 o I I I 501`4 SF 1 C° I 5 i\ Z � /, I 30' EASEMENT FOR ROAD AND I I vso ,n i I I 5014 SF I 1.UTILITIES REC. #5231765 1023059080 I I I I I 45 3SF1 U)! ---g --� L '77- - , \ 1023059397 g p r- 30' Easement for road 6 utilities I I I r I I I I I Ifni Deed Rec. No.20060703000665 I I 7 �1� i I C 4890 I 48F `O 4500 F ! II PN F I I = �' M I i 00 N �- ------ _ o �, _ -,—T— \ -- - - 3 n Lw � I n 7 t. I r 027 !ICo +I IIo 489SF N 4500 SF 3 O ae I - - - - --- 30' iGI 1 4890 fence I Power pole with transformer I_ Q° I m I O Barn'5:8 I I Zi • I — ---I — ----- �Shedl 1 Q —, I ♦ I 12 concrete \ \ \\ \\ \ I I •~�I `� \ JI I \ \IL _ \II II I { I \ �r(\i I II► I I II 1023059338 Ii 023059377 II 102305-933-9 0.1' IE 9 2 I I M�I'IIIII I o 9 L4925aSF 4\5 SF 3 T C\T A L-2* concrete DRIG\ N a- clvert 460.92' IE Lo r—CU r I \IF- 'VVO I I Ix 12' concrete IIrn M culvert o \ I O I I� Site i benchmark 460.41' IE I I',U� \\ \ I I I \ I Set PK nail in asphalt Y I � 30' Elevation: 460.24 feet 3 Water 2 MB N — \ 5014 SF I ( 5014 F I \ � � o. � _ — 60 , 4_cvclone fence __ — 6' wood fence — �e meter s i N •�---- ° --- - --- — -� - --. — — — — — ------- •------ - -— - - -- I L--------J L — — —— —-- I a Site 2 benchmark I Set PK nail in asphalt NE 6 th ST 1 65 \ 60 $ I Elevation: 458.64 feet m Asphalt Asphalt o \ \ Power +. — — — — _ m 2" concrete cV cV meter ° -----f,'—'--- J° i I I I ulvert Retaining wall }\— Mail box Z � S89'19'36"E 300.73' _ S89 19' :36" 330. 4' i. i'N & 0.2'W o wire anchor Power pole with o� a Pow 3� NE 6 th T. transformer tra � \ ' tf) CJB •PV1 , 1 30 Easement for road ry�utiliti �o I Deed Rec. No.20060703000665 p�° - - - z South quarter corner f section 10. Township 1023059385 10 E23 ast�rfounda3geK5ng LAN GLEY DEVELOPMENT County surface brass w 1023059123 LANGLEY DEVELOPMENT i disk stamped "10-15" z Q 1023059385 HONEY BROOKE WEST Q p 102305912,3 Q o' w � TOPOGRAPHY AND BOUNDARY SURVEY BY. Centre 33701 9th Avenue South Federal Way, WA. 98003 Pointe (253) 661-1901 o Surveying er pole with nsformer I 1 12" concrete ncrete III 14 culvert I 459.53IE� °a c II0 T Cn a IILL N LLI II n I O P 30 ' I 00 M.07' IE concrete lvert 9.71' IE An REVISIONS: SE 120th Street z w a CU H SITE CD z > 124th NE 6 ST. ¢ �` o' C 00 O O U N t .Q-i Q L1 Q 5 5 PL NE, NE 4th Street O SE 128th Street Z z Q z W �LO SE 132nd Street O +., w Z � .� Zqo o I Q —�t0)00 >0 o Q c co O N n w co Scale � r� NORTH SE 136th Street 4" = 1 M i l e Z N Q N VICINITY MAP W a � N.T.S. r V W Q SITE D.A TA w w GROSS AREA: 108972 SF = 2.50 AC. Z AREA IN ROADS: 31005.8 SF = 0.71 AC. NET AREA: 77966 SF = 1.79 AC. �G�� ���,� o ALLOWABLE NO. LOTS:14.32 0 T 0 PROPOSED NO. OF LOTS: 14 N`0�d�d�S n OF w PROPOSED DENSITY: 7.82 UNITS/ACRE ZONING: R-8 PROPOSED USE: DETACHED SINGLE FAMILY RESIDENTIAL 1 SITE SERVICE' SEWER: C.,ITY OF RENTON G-� CL WATER: KING COUNTY WATER DIST. NO. 90 ,�,L N - SCHOOL. RENTON SCHOOL DISTRICT >- FIRE: CITY OF RENTON Q� w TELEPHONE: QWEST Q �' ELECTRICAL & GAS: PUGET SOUND ENERGY ? o CABLE T.V.: COMCAST CABLEVISION d J - U 0 a APN: 102305 9208 SITE ADDRESS: 14102 SE 124th ST. CITY MAP PAGE E6 GRAPHIC SCALE n 'Jn An Qn ( IN FEET ) 1 inch = 40 ft. •1► GERALD LEFLER, LESLIE KENWORTHY DEBBIE KENWORTHY VICKY KENWORTHY ine] f_ LL1 DO LO 00 O(Z a0 pj LJ NoCr rn O mzN CC z 45 0 r-L J J� w Q o � w 0 DATE: 8 28 06 SCALE: 1 " = 40' DESIGN BY: iii DRWN. BY: iii APP. BY: JOB No. 01 P�c" SHEET( OF ��`J P yy+ 4pir3 av' 462 460 458 456 454 452 450 448 446 444 442 440 A PORTION of the N.E. 1 /4, SECTION 10, TOWNSHIP 23 N., RANGE 5 E., W.M. 3 North quarter corner of 10 Section 10, Township 516' ' 23 North, Range 5 ' East, 3" King County brass is stamped �, "3-1o" on concrete post o / JOH N SON KEN N ETH E 1023059394 0.5' I 0.5' " o m -� 460 \ CE'NEN T ? i.2'N & 0. V X. CONCRETE VERT. ' 0.4 to 4' cy lone ence q' cyclon fence — _ c _ 89 ° 19 ' 28 " E 0. 85 ' 4' cyclone fence �i\\ \ CURB &GUTTER 0 g.W 0 77 71 5 cyclone ence --- -- \\/\ NE CB • N rockery I z i\\\i �\ \� ` C,c 1 m 30' a ° 450�SF O �%//i\%/��\//��\/���\/i�\\/i\�\/\�\/i\\\j�\\j\��" 60.8 60.8 ,� DRAINAGE DETENTION. VAULT `� I I � � 5 CEMENT CONCRETE CB I� O WALK LEVEL. 2 DETETION STANDARD I z Lj 5" CEMENT CONCRETE SUBSURFACE CONC. VAULT 9 I CB \\ 8.0' DEEP 501�sF 5 �, i L�J � WALK VAULT DIMENSIONS: 90 x 50 x 9 u7 5014 SF l I z N „ TOP LID ELEV: 439.5 o \ S° 7j I �� tt 1 Q O 2 MIN. COMPT DEPTH CLASS E ASPHALT CONCRETE DESIGN 50 YR. WATER LEVEL: 438.0 w 45 SF 85•g� ti 85.8 \ 4" MIN. COMPT DEPTH CRUSHED SURFACING TOP COURSE VERTICAL CURB BOTTOM WATER LEVEL OUTLET: 432.0 \ 3'0' 30' Easement for road utilities / Deed Rec . No . 20060703000665 2" MIN. COMPT. DEPTH CRUSHED SURFACING BASE COURSE VOLUME PROVIDED: 36000 CF -90 VOLUME REQUIRED: 35783 CIF °� \ j Q Ir 1 GRAVEL BASE (CLASS "B") MAY BE REQUIRED PENDING SOIL CONDITIONS QUALITY: WETVAULT Q - \ 4500 F o 4890 SF 489 SF R i WATER QUAL i � I 1 TYP. ll`J TERIOR PLAT ROAD WETVAULT BELOW DETENTION STORAGE 1 0 `� 85.8 _ I _ 85.8 CDs, 1'I I .� 00 m \ _ ---I-- I ,0 1 I NOTE: A NOT TO SCALE TOP WETVAULT ELEV: 432.0 U � I 90 1- 11 ALL SEWER PIPES ARE 8 PVC. BOTTOM WETPOND ELEV: 427.8 Ln w I l 3' lCP i I M Q o 7 I I ALL WATER PIPES ARE 8 DUCT. IRON. VOLUME PROVIDED: 9450 CIF w� o D � Q I I i 4890SF \ \ i o04 I I N VOLUME REQUIRED: 9255 CIF Cn N - I ALL DRAINAGE PIPES ARE 12 CPEP. (n 0 o 4500 SF _ -1 4890 SF r Gatel fenceclone I 30' Ll r VETVAULT DIMENSIONS: 90 x 25 x 4.2 DEEP w I I Power pole with I M I I transformer O Barn5 $ 85.8 I I Ul ..1S�o _ _ C I I hetl 12" concrete culvert NOTE: WATER SERVICE TO BE PROVIDED460.81' IE 5 I I 1 450\ 9 2 I BY KING COUNTY WATER DISTRICT #90 w R \ 4916 SF \ 13 49t6 SF ( i \ I GE (\j 8 8 _ 15.8 I °c' I 1 culve concrete h, CONCCRETE DRAINAGE `° r 0' DE N N °' �- I I I 4so.s2' 1E DETENTION VAULT/WETVAULT VA L & WITH CENTER DIVIDER WALL. �A(E A LT 12" concrete USE ONLY ONE HALF FOR I M \ M I I I „ WETVAULT. WE 0 P" I site i benchmark culvert.' IE il' m U- VAUL Set PK nail in asphalt I �,� Q I \ 130' Elevation: 460.24 feet 3 Water 2 M m CB \ 5014 SF meter - - - - - - - I 5014 F C _ _ _ = 60 4_c clone fence — 6' wood few — i� s'v� I a Site 2 beMetainilm Wail —� CB Set PK nail in asphalt _ NE 6th ST. Asphalt I Elevation: 458.64 feet o 60.8 Pow m— Asphalt o CB --- —------- _----- —_ m I\ I culvert concrete met--�-----�— —•- �--- I — — — — — '— B ,r _) �% rw� Retaining wall 7^ 460V07t IE a —, ,Mail box — _ — _�. S8919,36"E 300.73' Sign 0 6' hag wire fenr� h wire ence S g�fi" o ' 6' hog wire fence 5' c (clot a Guy wire an power pole with c° — — — — — — — Ii \� o m _ 1.i'N 6 0.2'W Y T h EX NE 6th ST. ;` i NE 6th ST / transformer c,° I Power pole with �! \ emu, X .� —JI transformer II 1ul concrete CJ 1 30' Easement for road &utilities 3 Cyclone °F'y 12' concrete culvert CB `� fence p st Deed Rec. No.20060703000665 9 71 IE � I I t��l�'o ---� 45Loculver 459.53' IE •a m LA N G Y DEVELOPMENT LE_ I - -- —' �Ex I F ' BLUEBERRY EX I 1023059385 I I'' � �I i �] South quarter corner f � f LANE CB RIM: 410f Section 10, Township z I I I I'll 23 North, Range 5 a IE: 407.5 10 T I I ,; U) East, found 3 King :2I I HONEY BROOKE WEST 1 County surface brass 1 disk stamped "10-15" w Q I I I o (n I I 30' Lb Iw w z Q J n - z I -- ---- ENTE INE - -- --- -- -- --- -- -- - ---- - - -- - - ---- -- -/ - -- - -- -- - �- EXISTIING -PR-OP _ GRADEvy b -N-TE L-tNE- cn --- ___ S1=B_. - -..__ -- -�_ __ - ---- -! - -- - ----- - --- -- ; . - - - — - --- —z - - -- Z � -- - - U i Or T-- ------ 1 +00 2+00 3+00 4+00 PROFILE - FIELD PLC_. NE SCALE: HORIZ: 1" = 40' VERT: 1" = 4' ' 462 460 458 456 454 452 450 448 446 444 442 440 438 W ? GRAPHIC SCALE Li 4 w Q 0=. ED R-AD-_- _ -- _ z _-. --- ---_____-- __-._.__-. _-_-._._.__.__ - � UI 1 +00 2+00 3+00 4+00 PROFILE - GRAHAM AVE. NE SCALE: HORIZ: 1" = 40' VERT: 1" = 4' 462 460 458 456 454 452 450 448 446 444 442 440 438 C'VICTIKIr_` r2DAnC' (nl ( IN FEET ) 1 inch = 40 ft. r,-- PRnPngFn nRAnF Cad P OPOS ,D CENS ERLIN --- ---- -CENTER 1VEr- ---------- --I----- i - � I - i r w z I 41 --- - ------- --- _ i 1 +00 2+00'! 3+00 PROFILE � NE 7th ST. SCALE: I]ORIZ: 1" = 40' `'ERT: 1" = 4' �0 REVISIONS: A V z W� o �� WC-�o z — d 0) o 00 I � V N Lr) z��N Q cn° c z WC W Q Ir w z 0 z w a 3 n jJ K7 C- fS b�,pF�' W �J J t�� w Q Q LLB 0 U w O O a_ F-. W Z� rn �00 W LO 0) d- Uj psto mo 4 IL DATE: 8 28 06 CALE: 1 " = 40' DESIGN BY: JJJ RWN. BY: JJJ PP. BY: JOB No. SHEET � ,VAG OF c 0 E Y v G �r N f d r r I I I 4 ' 1 r � I I 1 \ I ! 1 \ t ! ! I 1 \\ ! \ \ \ \ \ O �'. \ lY k � , \ \ \ k \ \\ ! MA', C) I } ! r t r lip r U tU I rr drr r i y` A U) ILI C r r r I GROUNDCOVER- TYPICAL i ! ' ' SYMBOL. REFER TO SHEET L-2 1 t FOR PLANT LEGEND. ' e' 1 a_ 0 W Y •4 '� w W �Y•i M k wr`�""51�V�`•W v Y W 14z. w Y\\ w •.. „y ,y, i r w v w'�\ m w w w w \ Y w w'\ w .• \ w Y \ak w w �. a�` w .y v �y \\ -y •Y •L\ `Y w �\ 'Y w ^`\ ,Y W w W •Y W •Y ': ,�}±,, V \ w •Y `� vv \ -Y •b 4• v •Y J• ,v -` W v :. •Y •k'\ w w \.y w ,v\,\ Jr r \'h. W ,Y W `Y��`Y •Y ` 'r •iti v w W W `'. 'Y .' .Y �\ W W .Y w � � •V r •V �^ W •Y v\ v 'Y ti• \ w W .y •Y W •Y W-Y ` �",c w w •t\ W .• '��• •Y w\� -r W L\`i W W Y \•\V \Y a. .Y v\ w w '�y Y •:• \\.r -Y ,• L.\ w w Y -Y \*t •Y w b\ w w w v \}w v •Y W\\ i 'Y w w w 'Y � ' t / 0, T � w `Y 'Ay T •N W \W\ 3• W XJ •Y w v w\ `Y v ' \w v W � W •Y -�• w w a RR\ Y -Y \\ •Y w D—f. —. .I�rYV'l� G E\; w w \Y W \ ^V 'Y w Y 'Y\ w •r Y \ •V w W \r w •Y b}• w W\" \ w r w r ✓ y w Y W \ \ "v •Y Y \ � •y y \ '. Y J•\\ r v •Y r 'a�•.\ v w w\ •V •Y v Y W W . b Y V �d V •' .s 3� w w �, •Y :b •r•`\.:Y •Y •V w HYDROSEED MIX FOR DETENTION; w y POND- TYPICAL SYMBOL. REFER ."'�, w TO SHEET L-2 FOR `W w •Y SPECIFICATIONS. w v w w y. + w •r \w •v Y w s;\ •r -Y w w'\ �• `r �. •\ Y Y •Y v w ^gym •Y w •i •� ,r y `v w\ -r w . •6• \.� w v •Y W w ,\ w w W W \Y• W w •Y N '� W w\.\ w v w ,Y m\ r •r •Y �\\w y w w w\ w v w •V \ •S' J• Y• �Y •,\ W W & w \ W •Y w Y W\ v- w\\ J• Y .• W -�• W W Y Y \'tiW •Y -4 w •�4- • w w :•'\ w w W w \w w •Y w W \�Y Y' 3• W •Y a• �'\ w v +i a. \� m v w w \� m v eVj 4 V w r w i( v W v •1•� •h W w W w' SV i' w w Y w Y •v•Y •` d1.r {,� #k.: Y� ..n. v !�... •. i Ay w`\ ✓ .-..- W w W t.. M1 ` \ \IS aim ! t 1 \ �7 n DJ�NrY BROOIrkr WEST A PORTION OF TIME N.E. 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 E., W.M. JOr1NS0rJ�\Jr�RE1�.rJyNJ71—J E NP DR! I wilmF X4011" �W�n� ti , .,ANL JN0r'`�J�JlAN F' 5' SIDE YARD LANDSCAPE 13LIFFER FROM PU15L IC R.O.W.- TYPICAL I t 5�+ .z PROPERTY SOUNDARY- TYPICAL } } x 1 } ` } PROPOSED STREET TREE - TYPICAL. STREET TREES W ' PROPOSED AT AN AVERAGE RATE OF (2) PER LOT. REFER TO SHEET L-2 FOR PLANT LEGEND. ,1 I x I i fi r Y r 1 r / r r� I r / J r r I 1 t t } } } } t 1 ! 5 1 } �} I 1 i\ LANG LE'Y D E V E L 0 Phsiiii 10230-5008.6 I 1 SE 120th Street _ 122nd w v Site -J 124th j NE 6TH ST Lai a NE 5TH PL � I �s � � Q vwi in ¢ NE 5TH ST — r ^i al s ¢ a NE 4TH PL 00 Q `- NE 4th Street _ SE 128th Street - L,I w > i w > 1 ¢ � '-i s SE 132nd Street00 r c N cp d- SE 136th Street VICINITY MAP N.T.S. n SCALE. 1 "� 20' t 20 10 0 20 Y3 NO`i STRE-ET TREE LOCATIONS AND QUANTITIES ARE APPR- OXIMATE AND SHALL BE ADJUSTED PER FINAL DRIVEWAY AND UTILITY LOCATIONS. iit•�rrra.acr_r®rmmn REVISIONS NO. DESCRIPTION/DATE BY STATE OF — , e& WASHINGTO REGISTERED � LANDSCAPE {ARCHITECT !V f 1' .[iN- LEANNE D. KUHLMAN CERTIFICATE No. 743 0 NNd-0 �L C Q au LuJJ Ul w w -0-0 c c z mU JJ z d d O c O a) CO E Z O Q rn � c �- 0 w 0 to u co Z In •1 J r2 O rn -0 •U U Mu uo N o, y �L > N � = O l c w ^U '2 y 7 U Q_ Oz p VJ s O cc uj LLJ 0 Z w 0 0— LL AmAft dLij Z W > W cc z CL 0 z T z O Z W AA�� LL- 0U 0r U JOB NO.: 1241-008-005 DWG. NAME: LA-01 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 09/13/06 DATE OF PRINT: L-1 1 OF G SHEETS NOTE: STREET TREE LOCATIONS AND QUANTITIES ARE APPROXIMATE AND SHALL BE ADJUSTED PER FINAL DRIVEWAY AND UTILITY LOCATIONS. PLANT LEGEND BOTANICAL/ C0h1MON NAM QUANTITY SIZE COMMENTS CALOCEDRUS DECURRENS / INCENSE CEDAR PINUS NIGRA - AUSTRIAN BLACK PINE TILIA TOMENTOSA / SILVER LINDEN PYRUS CALLERYANA 'CAPITAL' / CAPITAL FLOWERING PEAR ACER X FREEMAN[I 'AUTUMN BLAZE' / AUTUMN BLAZE MAPLE - PRUNUS LAUROCERASUS 'ZABELIANA' /ZABEL LAUREL "V✓ CISTUS PURPUREA / ROCKR05E CEANOTHUS IMPRE55US 'JULIA PHELPS' / JULIA PHELPS WILD LILAC ANDROPOGON GERARDII / BIG BLUESTEM GAULTHERIA SHALLON / SHALL- PLANTED AT 24" O.C. TRIANGULAR SPACING CONTINUOUS WITHIN 10' LANDSCAPE STRIP SURROUNDING DETENTION POND. NOTE: ALL 5' WIDTH LANDSCAPE BUFFER PLANTING AREAS (STREET FRONTAGES) TO RECEIVE ARCT05TAPHYLOS UVA URSI / KINNIKINNICK AT 24" O.C. TRIANGULAR SPACING CONTINUOUS WITH THE FIRST ROW STARTING NO MORE THAN 8" FROM EDGE OF SIDEWALK OR EDGE OF RO.W. LANDSCAPE NOTES 28 6' MIN. HT. FULL, 545 6' MIN. HT. FULL, 545 29 1 1/2" CAL. 545 12 1 1/2" CAL, 545 6 1 1/2" CAL. 545 29 5 GAL. 42 13 38 APPROX. 845 APPROX. 413 1. DO NOT DIG BEFORE LOCATING UTILITIES. 2. SUBGRADES, INCLUDING BERMS, TO WITHIN MOTH FOOT PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 3. SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE, 4. APPLY 6" DEPTH TYPICAL 3-WAY MIX TOPSOIL IN ALL PLANTING AREAS OR AS OTHERWISE NOTED. 5. APPLY 2" DEPTH FINE GRADE BARK MULCH IN ALL PLANTING AREAS. MULCH TO BE FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT CONTAIN ANY COMPOUNDS DETRIMENTAL TO PLANT GROWTH. 6. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY PROPOSED 6U55TI tUTIONS OR UNFORSEEN FIELD CONDITIONS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 1 LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD, CONDITIONS. 6. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CONDITION. 9. ALL PLANT MATERIAL SHALL CONFORM TO USA STANDARD FOR NURSERY STOCK, LATEST EDITION. 10, ALL MASS PLANTINGS SHALL HAVE TRIANGULAR SPACING. 11. ALL MASS / GROUNDCOVER PLANTINGS ARE CONTINUOUS THROUGHOUT PLANTING BED. IF NO SYMBOL IS SHOWN, REFER TO PLAN NOTE AND PLANT LEGEND. 12. SPECIFIED PLANT SPACING IN PLANT LEGEND SUPERCEDES SYMBOLS SHOWN ON PLANS. 13. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. 14. POSITIVE DRAINAGE SHALL BE MAINTAINED. MOUND PLANTING AREAS A MINIMUM OF 12" UNLESS OTHERWISE NOTED. 15. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH NO OBLIGATION TO THE OWNER. 16. STREET TREES SHALL HAVE UNIFORM BRANCHING HEIGHT OF 5 1/2' MINIMUM ABOVE GRADE OR AS OTHERWISE NOTED. 1-1. STREET TREE LOCATIONS ARE PRELIMINARY AND WILL BE ADUSTED P1R DRIVEWAY, STREET LIGHT AND UTILITY LOCATIONS. 18. STREET TREES SHALL BE PLACED NO CLOSER THAN 6 FEET FROM THE GUTTER LINE. 19. FINAL STREET TREE PLACEMENT SHALL DEPEND ON INTERSECTION SITE D15TANCE REQUIREMENTS. 20. STREET TREES ALONG 144TH STREET EAST AND 58TH AVENUE EAST SMALL BE PLACED A MAXIMUM OF 40' APART. 21. INTERIOR SUBDIVISION STREET TREES SHALL BE UNIFORMLY PLACED A MAXIMUM OF 30' ON CENTER 22. ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES TO BE REMOVED AFTER ONE FULL GROWING SEASON. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY / MAINTENANCE PERIOD SHALL BE REPLACED AND RE -STAKED PER THE DETAIL. 23. LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER 5 GAL. 5 GAL. 2 GAL. 1 GAL. i GAL. STAPLE /-TREE L-REINFORCED RUBBER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL 4 PRUNE DISEASED AND BROKEN BRANCHES HOSE AND WIRE TIES, �y SEE DETAIL ABOVE !�•� 2x2 PINE TREE STAKES SET STAKES PERPENDICULAR TO PREVAILING WIND � REMOVE BINDING MATERIAL AND = TOP 1/3 OF BURLAP w WATERING BASIN FINISH 2" SETTLED DEPTH FINE GRADE GRADE BARK MULCH ,�/ ✓/ =.s^ ; ^_: ,r..>=: • , =: AMEND NATIVE SOIL WITH 6" DEPTH 3-WAY MIX TOPSOIL •��:�:::�• FERTILIZER TABLETS (4-21 GRAM-20-I0-5) - \/%\ \..:......: �/,\� �� �\��\\/�\\�\ 18 MIN. .� \\\��\/� ' //// \/�\\�\/\\ / / , SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND 2x ROOTBALL WIDTH CONIFEROUS TREE PLANTING & STAKING DETAIL NOT TO SCALE 12 w 2" MAX. 2x2 PINE TREE STAKES SET STAKES PERPENDICULAR TO PREVAILING WIND INSTALL "TREE BOOT" OR p "ARBORGARD" IN LAWN AREAS. IL PLANT TREE 1"-2" HIGHER --� 4 THAN IN NURSERY WATERING BASIN AMEND NATIVE SOIL W/ 6" DEPTH 3-WAY MIX PLANTING SOIL UNDISTURBED GROUND 12" MIN. FOR WOOD STAKES 4 15" FOR REBAR /\r. /-STAPLE REINFORCED RUBBER NOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE 4 WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE 4 TOP 1/3 OF BURLAP. 2" SETTLED DEPTH FINE BLEND BARK MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) SCARIFY PLANTING PIT SIDES AND BOTTOM 1\ h" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOTBALL WIDTH _`—IN HEAVY SOILS, AUGER 8"xo' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK VERIFY GOOD DRAINAGE PRIOR TO PLANTING. DECIDUOUS THEE PLANTING & STAKING DETAIL NOT TO SCALE o- PRUNE DISEASED AND BROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP iEQUAL SPACING - PLANT 1'! NIGHER = 2 SETTLED DEPTH FINE.. - - THAN IN NURSERY GRADE BARK MULCH FINISH GRADE--\ \\,\\,\\=:.,.�� . - • . • � °tip::=:: \ \\ FERTILIZER TABLETS 1/2 DIA. OF PLANT --� (4-21 GRAM-20-10-50 ORA S SHOWN ON (oil //\ //\ AMEND NATIVE SOIL WITH 6" DEPTH 3-WAY MIX TOPSOIL COMPACT AND WATER THOROUGHLY EDGE OF PAVING OR PLANTING BED FIRM NATIVE 501L MOUND 2x ROOTBALL WIDTH SHRUB PLANTING DETAIL NOT TO SCALE MIXTURE BELOW 5PECIFIED.A6 A RATIO BY WEIGHT: N.4ME r--)FOF O iION 5Y WEIGHT PERCENT iU Cs�17Y %2MINAtICJN PERENNIAL RYEGRASS 40% 98 90 CREEPING RED FESCUE 30510 98 90 TALL FESCUE 2010 98 90 HIGHLAND BENT CLOVER 101% 95 80 HYDROSEED APPLICATION RATE: 350 LBS. / ACRE FERTILIZER APPLICATION RATE: 435 LBS. / ACRE WOOD FIBER MULCH APPLICATION RATE: 2000 LBS. / ACRE TACKIFIER APPLICATION RATE: 40 LBS. / ACRE NOTES SEED ALL AREAS THAT ARE BARE GROUND AND AT LEAST 15" FROM ANY PLANTED TREE OR SHRUB. FOR HYDROSEED, USE -i-8 L55. OF SEED MIX PER 1000 SQUARE FEET, APPROXIMATELY 9-10 LBS. OF 10-20-20 N-P-K FERTILIZER PER 1,000 SQUARE FEET, AND APPROXIMATELY 45-46 LBS. OF WOOD CELLULOSE FIBER MULCH PER 1000 SQUARE FEET IN ALL AREAS TO BE SEEDED. ADD APPROXIMATELY 1 LB. OF TACKIFIER PER 1,000 SQUARE FEET FOR SLOPES AS NECESSARY. SEEDING SEASON IS LIMITED TO MARCH I- MAY 15 4 AUGUST 15- OCTOBER 1. APPLY JUTE NETTING ON STEEP SLOPES BEFORE HYDROSEEDING APPLICATION. SEED SHALL CONFORM TO STANDARDS FOR "CERTIFIED" GRASS SEED OR BETTER, AS OUTLINED IN WSDA "RULES FOR SEED CERTIFICATION", LATEST EDITION. SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO SCALE IUP t EPTo��N� r,v"r? , 1�01 2 0 20 REVISIONS NO. DESCRIPTION/DATE BY STATE OF'?, WASHINGTON REGISTERED ADSCAPE. ARCHITECTANNEKUHLMAN CERTIFICATE No. 743 :4u U ° v co 41 (A 'c Cc:n w WW o V ->, o Z 00� °J-j 0 ---- Z 0 wo 41 0 CO E Z 0 °' p o ow, Z:2 D j O O U) > U -o .m Z cu in L �� a O 0),o �U U io li E 0) U 0) L •L �—y �L- �n L wV .- 3 Ud z O O vJ _z = Q O V) Ld C) -d Z z 0 Ld o U CL O ..j >m w > W W z :2 0 LuJ z a- ..� 0 z w � A� W LL O v JOB NO.: 1241-008-005 DWG. NAME: LA-02 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 09/13/06 DATE OF PRINT: L2 G OF G SHEETS mmmmd 2" SPECIFIED TREE STAKE(S)— INSTALL "TREE BOOT" OR— _ "ARBORGARD" IN LAWN AREAS. w� o PLANT TREE 1 "-2" HIGHER — a Of THAN IN NURSERY :- a WATERING BASIN ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SPECIFIED PLANTING SOIL UNDISTURBED GROUND — 12" MIN. FOR WOOD — STAKES & 18" FOR REBAR STAPLE TREE REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES OR APPROVED EQUAL DETAIL PRUNE DISEASED AND . BROKEN BRANCHES HOSE & WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE 84 TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOTBALL WIDTH _ —IN HEAVY SOILS, AUGER 8"x6' DEEP Q HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE Cn Q STATE OF WASHINGTO E D LAND A H ECT C/-) z Z 0 JEFF M. VARLEY CD CERTIFICATE No. 774 U ) v N W o LAW5CAPF HO�5 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1 /10" OF ONE FOOT AS PROVIDED BY OTHERS, ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH_NEW,TOPSOIL_IN-NIEW:rBEDS BROWN..-ROTOTILL-INTO TOP 6" QF_SOIL. - - _. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY � OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. F�ANT 5CH�Pl� �orAwic& nwrnF COMMON nAMF QTY 51z� VWApK5 112��5 1 etula jacauemonti Jaccluemontii Girth 8 2" cal Full and Matchinq Acer freemani 'Autumn blaze' Maple 29 2" cal Full and Matching Pgrus callergarla 'Capital' Flowerinq pear 1 2" cal full and Matching Thuja plicata Western Ped Cedar 7 5' -6' ht Full and Matchinq 14 TOTA, LOTS X 2 fkF5/ LOT MINIMUM - 28 TVI�1�5 PWIJIP�P 44PPOVIPFP 5Nf W5 and GPOUNP COM, bV Viburnum davidii Pavid Viburnum 23 1 gallon Full and Matchinq ArctostaphgIlos uva-ursi Kinnikinnik 624 1 gallon Full and Matchinq / plant 30" o,c, Note; Adjust ground cover based on installed drivewaq locations, tUPical, GTYOFRENTON OEIVED JUN12Z01Z BUILDING DIVISION 0 30 60 120 OFM w tz 0 O z v DESIGNER: JMV DRAFTING BY: JMV DATE: 5-5-12 SCALE: AS SHOWN LA SHEET 1 OF 1 �1 A�PRaVEL By ..te A PORTION of the S.E. 114, SECTION 10, T 0 WNSHIP 23 N.J. RANGE 5 E., W.M. REVISIONS: SE 120th Street LEGAL DESCRIPTION THE WEST HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR ROAD AND UTILITY PURPOSES OVER AND ACROSS THE SOUTH 30 FEET AND THE WEST 30 FEET OF THE EAST HALF OF THE - SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 10; EXCEPT ANY PORTION FO SAID EASEMENT LYING WITHIN COUNTY ROAD. JOHNSON KENNETH E 3 1023059394 North quarter corner of 10 Section 10, Township 23 North, Range 5 East, 3" King County 1023059394 brass disk stamped "3-10" on concrete post o co / v Ep 10 P CU a m 1.2'N & 0.1• a / 0.4'N & 0.9'E 4' cy lone once 4' fence clon c ° v _ 89 19 ' 28 ' E 30.85 ' 4' cyclone fen�c�IeI II I I _ �4I, +m � t� cIl 1 y;rI �cI ,i I l II oI t ne III` II oce 1 N t 4 rockery0 91W 30' —10213 —Q0NZ5�9�3O9�7 g��M g� PN— — --—. NOTE: ALL E XIST�IN) G STRUCTU_. R_.ES u7 450 SF � 60.8 60.8 460 ARE TO BE REMOVED. U-j 30' 61015 5014 SF 30' EASEMENT FOR ROAD AND _41 5014 SF UTILITIES REC. #523176513 1 4SF L _--— 3b 30' Easement for road & utilitiesr- I Q Deed Rec. No.20060703000665 7 u7 I o 4890 SF 489SIF `O 4500 F � "A O _858—_J CU r—_fIos W0�27Io+lLn w8 I� o 4890 SF QA T (3 L p Gate 5' cyclone 30'1 4fence PaweG.P�ole with.transformerW j anJ-i I 58—aB 1 �_ _ I Shed 0 I . — -1 I-------1 12" concrete I\ I� I I t I — — 460-81' IE \ \ I rl 1023059338 I � I � I � I I I 023059377 it �I p 450,! 1 9 !� I \2 I C I �(; � � I I I \ \ J I 4925 SF I 49g5 SIF I I i I� T ACT A I I I \ I 1 i �, I I o -- — $ 8— L-- S w I culvert M 3 �— J I I I 1023059339 � DR I GE N ----- --- t• I 460.92' IE 1042 S \ °' —1 Io I �I c 990 I I I IU I I I�� r+ •� \ + I T ~I 12" concrete Ilrn 0 t nn culvert o ° LL Site i benchmark 460.41' IE ph I 1L O 1 I I 30' ElevatioSet PK n1148.21 feet 3 Water 2 B�IEn \ 5014 SF 1 I 5014PF 1 I o = _ _ 60 4_cyclone fence — — 6' wood fence — —Remeter 1 N —�_ �_—�__-- __----_ _----- I ----- a • Site 2 benchmark -- �— _ I Elevation: 458.64 feet m Asphalt _NE 6 th S T. , o 6eJ fi0 $ Set PK nail in asphalt 1 Asphalt \ — -- Power 6° — _ — ^ • — — — Q — _ — — m 2" concrete cV 14 meter _--_�_--�- ----• A — �r- N I ulvert \ f' ¢, Retaining wall r I 60.07' IE �\ •1- r _ _ Mail box t _� • 989'19'36"E 300.73' _ ......... � Sig S89 19' 36"E 330. 4' !.1 N & 0.2 w �v � Pow"er pole with c Gu wire anchor o Power pole with NE 6 th T. transformer I -1?,,,concrete concrete c transformer w \ • CJ,By'PV1 I c lvert tn ` ul concrete III 14 9.71' IE 30' Easement for road & utiliti s 459.53ve t IE fim •a 90 — — I Deed Rec. No.20060703000665 Lj T O m South quarter corner f z III rn�I Section 10, Township 1023059385 23 North, Range 5 LAN GLEY DEVELOPMENT w I ' `n 10 East, found 3 King > II I 1 doisktstampedCe10r15s w 1023059123 LANGLEY DEVELOPMENT z Q 1023059385 0� J HONEY BROOKE WEST Q I 30, I o p 1023 559123 Q w i TOPOGRAPHY AND BOUNDARY SURVEY BY.• b Centre 33701 9th Avenue South Federal Way, WA. 98003 Pointe (253) 661-1901 a survAxrin g Z ' w a Z SITE CD CD z > 124th = a CD 6 ST. > Q 0 m Fg 5 PL NE 4 � ., NE 4th Street SE 128th Street Li a _ z SE 132nd Street a W �, L Wa o LU z ��o Q o a ((—rn� 0)� d' c0 w Q Scale NORTH SE 136th Street 4" = 1 M i l e V Z N 4 rj N Wo�oo � Q) Z z VICINITY MAP LL N.T.S. W V W SITE DA TA W W z GROSS AREA: 108972 SF = 2.50 AC. Z W� AREA IN ROADS: 31005.8 SF = 0.71 AC. — NET AREA: 77966 SF = 1.79 AC. ���ti, r o ��,�9_ ALLOWABLE NO. LOTS: 14.32 _ Q rn PROPOSED ,NO. OF LOTS: 14 PROPOSED DENSITY: 7.82 UNITS/ACRE ZONING: R-8 PROPOSED USE: DETACHED SINGLE FAMILY RESIDENTIAL Q_ SITE -SERVICES �- SEWER: CITY OF RENTON WATER: KING COUNTY WATER DIST. NO. 90 CN SCHOOL: RENTON SCHOOL DISTRICT FIRE: CITY OF RENTON TELEPHONE: QWEST ELECTRICAL & GAS: PUGET SOUND ENERGY o ' CABLE T.V.: COMCAST CABLEVISION It%I O ^ _ U a • APN: 102305 9208 SITE ADDRESS: 14102 SE 124th ST. CITY MAP PAGE E6 GRAPHIC SCALD', An n 7n An f2n ( IN FEET ) 1 inch = 40 ft. OWNERS: GERALD LEFLER, LESLIE KENWORTHY DEBBIE KENWORTHY VICKY KENWORTHY 160 W zi rn L� O o000 W N(3)d- Q p �m�o � p0 � C�Wc a Q 0 Zi CL �JJ W Q o � W 0 DATE: 8 28 06 SCALE: 1 " = 40' DESIGN BY: JJJ DRWN. BY: JJJ APP. BY: JOB No. SHEET OF SURVEY/LEGAL HYDRO CITY BOUNDARY larcel Boundary latted Major Boundary I ." I �I, I ___ _____ , ---,-- --I- 151jT eh 1 ""' i lkl� i 11 4,1,19 I - I - . -----I-- �J " 4,�1�4_1 -,-t,lt, I !�(,,,,,,,�,, i 0 '01 ____ 11 I 61;. lt�", , , ,��), 14,� �, i0o. I , , �� I C S W 10-23-05 KC 37 0 100 200 Scale 1:1200 W' = 100') LLI;—O-gm-�l--_,���7;--�-,�; �i�____,7 FEET May 31, 2006 ESSMENTS The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sales of this map or information on this map is prohibited except by written permission of King County. I : r� 1111111 . I - � I .. I . -1. . . - _____1 I, jR,�_-!_f;.� Z, 00W .1 �', Q !.:;.-- � , Z Ili- . 17 � , - .1 a. P�-J J 0 �.- I q�, =_ i I _`� _* r...� - � - . . � - I 7i� 0 04 � -, ,� .1 � - I [ - . 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ST. !U8 29 4 2 ]i co :D uj� i5 75 4.89 - 03- '13 75- E 1, D4 75 4 8S-59-;4 E E13.01 AC 022() f, 0 37 02W 02 0.31i AC 38 1- 53 W W40 AC 23 AC 41 75 75 e)21 CIW15 , 02,30 140.04 2.39 AC `.Cl AC AC 60,02 AC 60.02 D.07 15 8258 75 �i3a- SF 91<6 �,R 7r 4 86 WAUR ESW[ ' 21. 7 7 7 0.24 AC Lu fl. 2.7 ^,.24 AC Z 0420 �975 SF he Li-20 AC 0.20 AC 9216 9242 i 41g4 1060 9u MO 9M 11 .02 TRACT L 5 46 0 41 92M 3 R L2 SENSITIVE AREA TRACT I V=48 39 A, 2� R=28 4 60 - � 1-� 4 83 5F S-E_ 122ND. ST. 4 4 0770 ^7 88-5 W 361 0760, U41) NT 8 25161 '020 2 A C 26.44 n t� 27.21 114 K 9,321 2 h AC 2li.44 IT 0750 U41) N 7 6 0 i S 78 17 iu.ull _77. ---------- �_-�7 AC S4 74 644' d-61 14-2 G 0 270 L 20 AC ;Z 0 -1� R 7�' OM 0840 9266 4 12 TRACT H I V -:, � 16. 0 3 sP 477114 KC 7804120882 5 5 J' '1 162 4 e, 4 W70 --Se-122ND PIL TRACT Z9 51 .67# C3 `072G 7 AC 49,29 15.51 N . ...... LM N11 6 G 140i 'C' 0 a j 5 7 i'i 0 j? Ar 71.74 5 r2 X 1 q 7 C4� 14 1-8.4 48.4 7 Gee, I AC 07�O PC L. 1�-� 6. 9 14, 7 2 4 9. 6EI , i .1 99 f -05k 'Z� 7.7 2 - I X7 34 92.rj" 7i L E. 4 6 ,z�'413 51 LL1 42 1 D, LL1 SE 123RD ST PCL_ 2 I-_,9 5 4 0 10, 41.4 cr 28 7 34 P 777009 9197 -3222 ---------- 7 0670 5�, 7 7 7 20 W I-1411.0c. 9397 D4 j" V 34 t! 0.28 AC 77-9 J za 4 317 i. 31 A i. 3 4 I -) :� - 0\_ - 11 38 g�g3 92.�13 42 ILI 9 26.32 71�L 9080 117 38 AC �2 4 40 ol SF 124TH ST TRACTB 0A 9 A 0,19 AC 2 3 A C SPACE NE STH ST. 79338 D374 .10 77.5 5!14? TRACT T 115 114 M 3 8 A C 11.56 W .56 A,' N 86�'i - - I - 11!662� 4 SFORM IJETII.hiloll, TRACT E 6T D 0 0 ar 1p. 72354' 7- S C 47.54 0060 on,i:.. R 0. E SM T, ��I' RD. ESkir, (S.P� i14D NT 0490 04W ? 'T 4-iE? 46 4 4 A 7 Ren 04:70 .3 SE 124TH ST 3 0260 c,25o o24b '0220 09m LCIT 2 46 .39 AC 02& NE 5TH CT C A' ----------- 49 31 110, Z 4 14.2h KC SP 480111- 8206180434 NE 5TH CT 4S� 217 ib SF -2 938b 013C 9b C_ C Lo W,70 'A' 4 3299' 54 1h LOTI aw 0= r MA 19 A" 10 A(, LU 92-% �7 C570 Tr 100 090 LU 2 6 4 Zi a9Z6 4 4i 4 1 'oat 0- ------ 71 DEM - < X70 9 0160 L OZO 42� -------------- 01 L) NE 5TH PL 0) 4 2,8, Af' 124 lie 8 -01 -16 W 41 , z , , I ;�� .13 AC 110 9V-3 1 a 8 D - 4 W 10 7 1.3-1 AC 9212 1 7 7 -"4-4 < 4 79.60> A� of.70 2 025+ 0.50 AC 8 .58 41,56 Ow I , - Z-8 :2 275,61 9042 1�774J 9 -7 Ji4 )U PL W10 03M W88-10-4 � 'J 4 59 0=; 05110 05()C T 9403 CIV 6 58316 N 37A, AC ------------- - z 02-60 LLJ 0270 .. . ....... M T 115.0 50 RACT,:F. SE 125TH ST EY 9070 B0.9 I ux r 9254 Lu 002-0 4 03M 0010 LLI o3go 44 LU 39 4 . 1131W � i fl I :L Z, X . 130�04 4 C44-0 < TP, 3 1 Tr 106 KC SP 776004 REV.- 10 'UP NE5TH LU 20 L0 -1' 4 0 P -1 CO 14 0350 AC Li A LLIA:,,03 1 i 2 4 2 T 2 Util Emt . 49 k ICU 0 4 0 4 9 0 0 0 0 4 16E.4 7 PCL C <> til F- c6 I Lr) jJ -i 2" 2 4 0 53,4 3 3 i 4_ti4i 0.i AC LL; 0 M. IN > 91, L 14 < .,4 Ar Wt -0 AC SEk 6(6 e5MI LU AREA 'I W �4 21 i 1� ISLI7 - `E_ - , - 1 1 - . -0 -2� 111.29 9 A ,low 4 3 4s 9258 9069 7f7l-= t2 0:5;0 17, NE 5TH ST WEILANES 4 d C, 001 TRACT:1� 7 !2 C 2 3 T. T 69.4k i44jij 23 LIND. I N1 T uc tf r 34 0.07 AC i - - 0.36 AC 0. �4 3 AC S 43 21 15 0.2 2 '4 4 02W lliOk 00-010 G21C 4771# Wo (MC, 0020 WA-� -W -LLA RR 10 L 4 03W z 81 13 3 5 LU, o j Z !7, 22 6-1R z 5 g au 5 4 9 01 R=6-30 0240 CL 1-1-3741 n.d� 0220 2 P., A NE 4TH CT DIM N 2 0 0 4 O'l C. MC PC L. 2 72.01 '7 81.21 4_5.(14 7 11.99 14 �b !T1 45 163-45 -i I &� I L.L 4S 45 ------- 2 4 17. - -4 �n 5;850 49 73b7i oo3a 4Q ull�u 1.23 AC 9Q03099" -1 " - _1.� 7 1 7- �z i 508Y, < i2 sow G166 8E.�5 3- it, 2,1 -1 7� C. 02 -46 ci 7 Tr 4,� 5ac, 0020 .1 4 01 I83.2s CID 3 SF 16 4, 4 0070 LU > v1L4 i L I NE 4TH PL < 0270 0 :�.: - W t 3�1 IV ,28 C 4 V V0 Lul 9012 11 4 7 i2� 3U L low C) 7 oto -J :r -0 0020 114.6 i U215 31 0 - >< :�Z! 17 Q 94 LU W! 4� -4; < 0 IN L L U 0 7 bN 3' (L N9 :::: LU 017 < 4 9.57 '70 V, Z 45 01 215.49 SURV. �850# LLJ P I CP 8364# 0320 -Z of 30.11. 1 _Im > 'A' 37 <! 4 - 4: �1 I - * - , � lu�.Il I a: I 1 1) a 2 H 4�00i 004�111 89.?8 1OF 02K 0 NE 4TH PL < : 1 21 21 L .1 - Z; 04-20 1 = i _,. 9 2 F) 1 6 t.20 FIRE cc b! ES141 t TR 0 20 GOW �St 4 15 VIL EMF L ;.(.01 44 open 0290 5 1 1 � 34 NE 4mTki _N_E41H PL �0 Sf 14 low 77 17 "5 Yo 04 14 4 -2 Z; 44 24 b� C440 P 1 W'. ��6 4 2 5 r� i 8 4 8 1.2 A C 35 0280 47 701461 31i 575 11; 1 0 0380 ��i L:1 I t: �4 ;7: 2�! t56 -1-R t3 401) 62 3,3# 2 00441) 0060 25 PIT I Of RENTION ORD. 46' d' U-1) OX076 S. E. 5084!492-0' 30 i-k 67 Iii - T. 02IG 0010 602 2� 25 27 8 6 4 14 8 8 0070 *0 (324C1 00-- 1 I - " 10 111 a 1-t I 0450 7 b# 16 16 C270 6 2 S.E- V8TH ST f � ��L 57 4 6 0; 34 7 ento .270 -------- NE 4TH ST NE 4TH ST 45tl/23 174 RNSP LUA-01-016-SHPL SURV 14 0 4 9 6 - "M\1 I 11 2 �� 1.5. . 5 4551124 46- 45 7fUll 4 581-1645 2-4 0 79 NE 4TH ST 24F 14 L 6CI 7 P LotA 57 71-4 z W 65 02 X L4 3 LU 92W > t '250 026, E6046;� W -al 0 3 5 KC 37 100 200 Scale 1:1200 W' = 100') FEET May 31, 2006 ESSMENTS The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King CONTROL MAJOR SHOR, PLAT SURVEY/LEGAL County makes no representations or warranties, express or implied, as to accuracy, compleTeness, timeriness, or righ-cs to use of such information. CONTROL MINOR -------------- PARCEL HYDRO King County shall not be liable for any general, special, indirect, RIGHT OF WAY ORIGIr AL PARCEL CITY BOUNDARY incidental, or consequential damages including, but not limited to, lost PLAT E ASE E N T Parcel Boundary revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sales of this map or information on this map is Platted Major Boundary prohibited except by written permission of King County. I 01 2" SPECIFIED TREE STAKE(S)— INSTALL "TREE BOOT" OR _ "ARBORGARD" IN LAWN AREAS. w� o PLANT TREE 1 "-2" HIGHER — N � THAN IN NURSERY -- a WATERING BASIN ROOT ADJAC SPECIFIED PLANTING SOIL UNDISTURBED GROUND — 12" MIN. FOR WOOD — STAKES & 18" FOR REBAR STAPLE - TREE L REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES OR APPROVED EQUAL DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE & WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE. & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) I ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOTBALL WIDTH �—IN HEAVY SOILS, AUGER 8"x6' DEEP (� HOLE (OR THROUGH HARDPAN) FILL u WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE LANP5CAF� NOT�5 m STATE OF WASHINGTO EfrDf LAND A H ECT Cn z z 0 JEFF M. VARLEY CDa—. CERTIFICATE No. 774 U) � 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1 /10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. _ROTOTILL INTOjO-P-_6" pF SOIL. - 8. ALL BEDS TO' RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. FLAW 5CH�Pl� �OiANIC& NAME NAME Petula jacquemonti Jacauemorltii Birch Acer freemani 'Autumn daze' Maple. Pgrus callergana 'Capital' Flowering fear 1�uja plicata Western ped Cedar 14 fOM LOT5 X 2 fffl�5/ 0f MINIMUM = 26 TP,�F5 PWUIFEP QV 51z� FTMAF15 8 2" cal Full and Matchinq 29 2" cal Full and Matching 7 2" cal Full and Matchinq 7 5' -6' ht full and Matchinq 44 TT5 pl?OVIPW 5HP,UP5 and GFOUNP CMP� bV Viburnum davidii bavid V iburnum 23 gallon Full and Matching Arctostaphgllos uva-ursi Kinnikirnik 624 1 gallon Full and Matchinq / Plant'0" o,c, Note: Adjust ground cover based on installed drivewaq l ocat ions, tgpical I i 0 30 60 NON, H C CITYOFRIVED JUN 12 2012 13ILDING DIVISION w 0 M; ng " N� v O z R DESIGNER: JMV DRAFTING BY: JMV DATE: 5-5-12 SCALE: AS SHOWN LA 01 A PORTION of the S.E. 1 /4, SECTION 10, TOWNSHIP 23 N., RANGE 5 E•, W.M. REVISIONS: 1,2'N & 0. 1' 0.9' 3 North quarter corner of i0 Section i0, Township 23 North, Range 5 East, 3" King County brass disk stamped "3-10" on concrete post o aCi tD Po P \ wN m o / / 466 s / 0.4 N & 0.9 E io 4' cy lone ence e 4' cycl f nce $9 19 ' 28 " E (0. 85 ' 4' cyclone fence 2' Fir *i Fir 0' Fi ��� TcyTne ence — — — 22' itf— ' Maple A r ro. i Maple 1►._`YI1r,,� 'o F r \ rockery 24" it 12' Fir 458-- _ / ��� MaPle]gt 4' Fir 24' Fi "Fir � F r / I\ 34° '5 9- 6„ ,r r i6' P]� —10.' r 6" Fi cluster Maple 30, I TREES TO BE REMOVED: 138 cluster i6" it TREES TO BE SAVED: 28 4• r 6 Firg o 60 i 36" tripl aple _ a6" Maple �.F' � 8" Fi t0 =f ir-- — — — I v I 10" Fir F'_ _ —I� 1� F�c �cF�c Ia" Map 8 Fi �� �! 2' Fir I I U 14" Fir 24' F12" Firs • I \ 8" Cedar I Fli 4' Fi\,``Ln Mapl" F •6 Cedar 'cedar Maple I6" Fi 1 72' cluster Maple X 1 l c ,'. F'i #10' Fir° 1 3 I I / I 1 Fir \ +r " Fi �24 Fi 24' Map , • 2' Ced r F r F _ 6" Fir — — — — — 24" 30 twi Fi _ F— - — 4=-Fi \ 0 8" Fir _ Fir o _ J 8' Fir F — 3 V s 10 F1 —_— _ — \ 0" Fir; 14" Fir �� 12" Ma e it 120' Fir- I SQ" Fir I ' 201F�r I I 18" Fir 28Fir L 30' Easement for road & utilities 24" Fir _ m Fir I 7 I I � �' I Deed Rec. No.20060703000665 I 1 FirA 1 I 10" Fir I 2 Fi 21' Fi Q ! � ,.. ,.Fi j\ 10 f \ ' ' 12" Fir 2" 14"iFir i i 14" F' i 28" Fir = 1 Fir 1 L L _ _ _l I L_ — — 10' Fir $12' Fi � O1�1 I 4 ' Me e I Fi Fir Fir— 18" Fir N C Q1 -- — -- — I — � r 1 I� N 8" Ce ark 6' F r \ 14 l — — iTFir 8" Fi 8 F 18' 10" Fir' 18" fir-- —1 22" it 24" Fir 10" ,Fi,j-* 16' Fir I 6' Fir 121 Firjy6 p LLI I Fir 1 12 it I II Maple 1 6" M V 1D D I 11� I I� I14 it 6., Alder 30'Itwin Fir �i�F�c N I O I l O �`ria Firl � I � � g0— I �28" Fir I 14' r 6 Fi . G� cyclone -- 30'O I 8"Fi lt7 4 r penceW a, —Power pole with it I transformer--- 0 i O Barn Fir --...-. CL .° Oy— .—r Fir Fir lo Shed 1 — — I I a • I 1_edar 12" Fir \ Fir I r 1 I I— — — — — —j — l 12' concrete Fir \ Fi — �� \ 8 Ce i r ICL \ 1 4" Fir i I I 460.81' IE a' I it 2 3 ple Oa QFi v 28 6, Fir \ 32" Fir I I I I II O 8' F' i 'Fir 0" � F}r' ( \ I T I I 0 A Fir cluster 1e I I �, I I I l s"Fir \\ — —. ., — —--38_I�CottonHood ; • \ I� — _ —� _ J I c I 12" concrete D �m I culvert 460.92' IE io "Fir , I y 1i10" Fir 24" Fi — — — — — � � — — — — — � 1 'Fir Io I I o m °D 0 cI m r, I I conculvertcrete Allen 14" of I I• m o nwod \A�32" twin Fir 1 I I I 1 Site i benchmark 460.41' IE I l0 rn" \ 1 I I 14 t Set PK nail in asphalt 2 B l \ 2\ I i2" Cede Elevation: 460.24 feet 3 Water In \ I \ I I I 1 m 30 — — — — meter 6• \ _ _ _ 60 4' cyclone fence 6' wood fence A RetaJn1V1Lj wall T N---- • ---+ --- — _ _ L_ _ _ _ _ _ J I a Site 2 benchmark /��'1+ 1T C T — / 28" Fir 3 triple Co tonw000 8" F Set PK nail in asphalt NE V t h ,.J \ Asphalt � Asphalt o I Elevation: 458.64 feet o . • Power • m Q---- m ' J I N l 2 concrete a 181 F— � •------ —+--- -----� — -- + — — —-- — J' invert meter � — — — — — f' � Retaining wall 60.07' IE • Mail box �, _ • 589"19'36"E 300.73' �� Sig S89 9 36" 33 4 IA'N & 0.2'W Guy wire ane power pole with c° — — — — 3 0 / transformer �,° Power pale with � 1 transformer I I ' concrete m \ w L l To •Pv_� I I c Ivert Lp ' I culvertcrete Ill l 4 9.71' IE I / 30 Easement for road & utilities 459.53' IE-5-m •a m �° _ �, — _ + Deed Rec. No.20060703000665 III 0 C m 9�0 —� W 11 ai ILL N LL South quarter corner f z I l Section 10, Township LLI 10 I Il l 23 North, Range 5 East, found 3" King County surface brass g disk stamped "10-15" z Q o J HONEY BROOKE WEST Q 30' Q ry _W CD Li_ an n LEGEND 307ir EXISTING TREES '15 TREES TO BE REMOVED W407ir CLEARING. LIMITS 0 i PROPOSED CONTOUR 334 EXISTING' CONTOUR PRELIM. GRADING QUANTITIES: FILL: 650 CY CUT: 2000 CY GRAPHIC SCALE 1)n An PA 160 ( IN FEET ) 1 inch - 40 ft. O. Z WC) o�oL0 W��,,o z — o 0)00L0 o ZN W� Q z o N Z 114- 0) t Cl- L2 rW V W Q W W Z U Z `9 � W "' u N 2 (A LLI 6'n x PRpk w V V CL LLJ N CN 0 O � cr D U W O o: o_ I` LLj n `-4— DO L0 00 OI J L0�� N rn 0 mZN C�Ld c Ld Q p . o WJ i W t7 0.' W m O DATE: 8 28 06 SCALE: 1 = 40' DESIGN BY: JJJ DRWN. BY: JJJ APP. BY: JOB No. SHEET 1 _ , DI OF Ov aE.�iTO�NtNG 02 0 2006 RECE-1\1 t SCALE- DLIVIJI I Y CHECK*- SITE AREA: 108,938 SQ. ET. ......92:86-� ...... R/W DEDICATE.-(25, 736 SQ. ET .... ACCESS EASM' Te (3,378 SQ. ETco .) 0 BALANCE: 79 824 Q� FT. 13 f (I�83 ACRES DENSITY: 14/1.83 = 7�6 OR 8 DU./ AC, :.. ..92-86' DENSITY.- 15/1- 83 = & 2 OR 8 DU./AC. 2o' 1 4� o \: Lot 1 future short pat) area=12,023 sq.ft./43,560 = 0.276 density=2/0.276= 7.2 or 7 du/acre future lots A B = 6,011.5 'sq. ft. per lot I TF� A C HONEYBROOKE U1 20 0 o� 0 0 0 20 0 �o / TEMP. EASEM I N T TO BE VACAN TED UPON 400 _E, TENSION OF F ELD-S AND GRAHAM AVE TO N 7TH STREET - cyclone Lei ce rockery t � 0' _ 16() J Cn � t � 30' Easement For road & u til I Deed Rec. No.2006070 ,0006E Zf 6 In _0 1 ! 15'- cyclon IGate fen ce i, C 1 1 l l 10 Site benchrnark 1 i ......_..._ ii < 3 0' 1 I Power I rnete a � _ — -- „`` ,mot, \ I I p,r"' / .a ...,.,....-----..^-. — _�'____._..— —.m.__ — A �`y . ;� .�., .-.. • ,,. '' / ---------------- E WEST HONEY BROOKE I s -4. W $;+ x3?`� ate`._._ +_ _ - - - - - - -- - szWl,--3.at-- Y -- d!"'szY +13>sv 2� ffi':-`• :`< .{:a9€s.,xi?= `-"k`" Fy }til�s':f1' E#-� -. K�:-:-£s# 'v' - z. SCALE: 1"-20' DENSITY CHECKa SITE AREA: 108,938 SQ. FT. R/W DEDICATE: (25,736 SQ. FT.) ACCESS EASM'T:_ (3,378 SQ. FT.) BALANCE: 79,824 SQ. FT, (1.83 ACRES) DENSITY: 14/1-83 - 7.6 OR 8 DU./AC. DENSITY: 15/1,83 = 8.2 OR 8 DU./AC. Lot I (future short plat) area-12,023 sq.ft./43,560 — 0.276 density— 2/0.276= 7.2 or 7 du/acre future lots A/B — 6,011.5 so. ft. per lot Hr�f�IEYPr-O���KE 2_b' O. Q PD� 20' 0 T) 0 0 92\ 0 1 0 O� 0� Ld ............... 0_0 0 0 I ...................... 0 20 2 0' 0 0 0 9 2 -.8 CN ...... .... . . ......... _ . . ........... __ . i I� C RCLE I TEMP. EASEMENT TO BE VACANTED UPON. 4'0"(J-E-XTENSION Old FlEL9SAND GRAHAM AVE TO NE 7TH STREET--'- 'l 5 cy ne erpce 2' rockery 30' 0 TJ in 30' Easernent for road util Deed Rec. No.2( 06070300C)E5E 0 c) ILLJ !0 0 1 0 yclonj II I Q) (D 1c: 1_0 0 Site benchr'nork < 30 I Power I met C/, AU -3F ____ - — — _- __.._ ____- — _::__ - _=_ =.. - _____-- I ........... wF_ S HONEY BROOKE c- SCALE: 1 "= 20' DENSITY CHECK* - SITE AREA: 108,938 SQ. FT. R/W DEDICATE: (25,736 SQ. FT.) ACCESS EASM'T: (3,378 SQ. FT.) BALANCE: 79,824 FT. (1-83 ACRES) DENSITY: 14/1.83 = 7.6 OR 8 DU./AC. DENSITY: 15/1.83 = 8.2 OR 8 DU./AC. Lot 1 (future short plat) area=12,023 sq.ft./43,560 = 0.276 density=2/0.276= 7.2 or 7 du/acre future lots A/B = 6,011.5 sq. ft. r er lot H 1 ONEYBROOKE C RCLE TEMP. EASEMENT TO BE VACAN TED UPON -E_ TENSION OFF F ELE�S AND GRAHAM AVE TO i N \ 7TH STREET- E UT 2 0' 2 0' 0, c cu 0 0 8-\6........ 92..: CD j 0 o : OZ N ....... 2:86-�......... ... Ld (D 7 0 ° o 0 I 9286'............ 0 �0' 1 4 20' o o: i . cycl©ne feiF e 2' rockery 30' Q) 160 II o Q 30' Easement for road &_ util I Deed Rec. No.20060703000 F- � 1 r �} r r I 1W 10 1 0 � U� , l 15'jcycloni fCot �rnce E 1 4 Il 1 1 IOW 1 I- 4� Site benchmark < 30' 1 I Power I rn et 1 I HOMEY BROOKE WEST 7 -�0 '0 1 CS 1 0 u0 N ti� U) U) S li] 0 E Y v c rn c 3 � O T gm 0 0 as 0 0 6 0 0 N ci Co oa I � � o cn �F w �o c � � N cc �2 b W t� a A PORTION OF THE N.E. 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 E., W.M. OA r r J�Jr NO PNIAN r 1023060301 BOUNDARY- TYPICAL STREET TREE - 'REET TREES AT AN AVERAGE I PER LOT. REFER TO :OR PLANT LEGEND. ;�+^1{{��r/'I a Pl`i1rNT �� 1. 01 06 SE 120th Street k122nd a v c N sf site '- !W Z I 1 > 124th � NE 6TH ST ¢ ¢ w NE 5TH PL t NE 5TH STI >i fo NE 4TH PL (- _ NE 4th Street � z > ¢ r,5 c > ¢ t M32nd Street w V) V) m 4i SE 136th Street VICINITY MAP N.T.S. -1 SE 128th Stree t0 1 SCALE: 1 "= 20' 20 10 0 20 40 NOTE: STREET TREE LOCATIONS AND QUANTITIES ARE APPROXIMATE AND SHALL BE ADJUSTED PER FINAL DRIVEWAY AND UTILITY LOCATIONS. REVISIONS NO. DESCRIPTION/DATE BY STATE OF_'j•L"'61) WASHINGT REGISTERED LANDSCAPE CHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 U :2 �rn J ao n `t o(D 0 0) Min O] v v L CP <( ,^ VJ CC o a w w ® 3 J J =w a 0 w ov Z a�-W LWfnd c c JJ C� — Z 0 0 w It C �o CO v E Z 0 °) rn �- cu E 0 2 J 'y cz O 0 � U) T — Z to • _ c 0 L O rn a �U U co u- E rn c� 3 c0 rn� c W O U 0_ O Z c/) o z 0 uj � U � Z L5 vIL z Lli U Z 0 0 z W 0� 0 co z W > w Ld w z °- o 0 0 z = QZ o � Z W ,�x W LL O U JOB NO.: 1241-008-005 DWG. NAME: LA-01 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 09/13/06 DATE OF PRINT: L-1 1 OF 2 SHEETS 0 E Y c , � J N I m g'0 00 0 0 ja - o 0 0 0 04 N / U� ma 0 I 0 � o U w / c0 �o c � N N M E \ W m / N o l� a NOTE: STREET TREE LOCATIONS AND QUANTITIES ARE APPROXIMATE AND SHALL BE ADJUSTED PER FINAL DRIVEWAY AND UTILITY LOCATIONS. PLANT LEGEND t t>rll.+ _ 50• a. • L/ C421MON NAME QUANTITY . tCZ-MMENTS f CALOCEDRUS DECURRENS / INCENSE CEDAR 26 ro' MIN. HT. FULL, 545 PINUS NIGRA - AUSTRIAN BLACK PINE 11 6' MIN. HT. FULL, 5415 TILIA TOMENTOSA / SILVER LINDEN 29 1 1/2" CAL. 545 PYRU5 CALLERYANA 'CAPITAL' / CAPITAL FLOWERING PEAR ACER X FREEMANII 'AUTUMN BLAZE' / AUTUMN BLAZE MAPLE - PRUNUS LAUROCERASUS 'ZABEL [ANA' /ZABEL LAUREL CISTUS PURPUREA / ROCKRO5E CEANOTHUS IMPRE551.15 'JULIA PHELPS' / JULIA PHELPS WILD LILAC ANDROPOGON GERARD I I / BIG BLUESTEM GAULTHERIA 5HALLON / SHALL- PLANTED AT 24" O.C. TRIANGULAR SPACING CONTINUOUS WITHIN 10' LAND5CAPE STRIP SURROUNDING DETENTION POND. 12 io 29 42 13 38 APPROX. 845 NOTE: ALL 5' WIDTH LANDSCAPE BUFFER PLANTING AREAS (STREET APPROX. 413 FRONTAGES) TO RECEIVE ARCT05TAPHYL05 UVA UR51 / KINNIKINNICK AT 24" O.G. TRIANGULAR SPACING CONTINUOUS WITH THE FIRST ROW STARTING NO MORE THAN 8" FROM EDGE OF 51DEWALK OR EDGE OF R.O.W. LANDSCAPE NOTES 1. DO NOT DIG BEFORE LOCATING UTILITIES. 2. SUBGRADES, INCLUDING BERMS, TO WITHIN MOTH FOOT PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 3. SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE. 4. APPLY 6 " DEPTH TYPICAL 3-WAY MIX TOPSOIL IN ALL PLANTING AREAS OR A5 OTHERW15E NOTED. 5. APPLY 2 DEPTH FINE GRADE BARK MULCH IN ALL PLANTING AREAS. MULCH TO BE FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT CONTAIN ANY COMPOUNDS DETRIMENTAL TO PLANT GROWTH. (o. CONTRACTOR 15 RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR UNFORSEEN FIELD CONDITIONS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. -I. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITION5. 8. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CONDITION. 9. ALL PLANT MATERIAL SHALL CONFORM TO USA STANDARD FOR NURSERY STOCK, LATEST EDITION. 10. ALL MASS PLANTINGS SHALL HAVE TRIANGULAR SPACING. I]. ALL MA55 / GROUNDCOVER PLANTINGS ARE CONTINUOUS THROUGHOUT PLANTING BED. IF NO SYMBOL 15 SHOWN, REFER TO PLAN NOTE AND PLANT LEGEND. 12. SPECIFIED PLANT SPACING IN PLANT LEGEND SUPERCEDES SYMBOLS 6HOWN ON PLANS. 13. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. 14. POSITIVE DRAINAGE SHALL BE MAINTAINED. MOUND PLANTING AREAS A MINIMUM OF 12" UNLESS OTHERW15E NOTED. 15. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH NO OBLIGATION TO THE OWNER, Iroo. STREET TREES SHALL HAVE UNIFORM BRANCHING HEIGHT OF 5 1/2' MINIMUM ABOVE GRADE OR AS OTHERW15E NOTED. 11 STREET TREE LOCATIONS ARE PRELIMINARY AND WILL BE ADUSTED PER DRIVEWAY, STREET LIGHT AND UTILITY LOCATIONS. 18. STREET TREES 514ALL BE PLACED NO CLOSER THAN ro FEET FROM THE GUTTER LINE. 19. FINAL STREET TREE PLACEMENT SHALL DEPEND ON INTERSECTION 51TE INSTANCE REQUIREMENTS. 20. STREET TREES ALONG 144TH STREET EAST AND 58TH AVENUE EAST SHALL BE PLACED A MAXIMUM OF 40' APART. 21. INTERIOR SUBDIVISION STREET TREES 514ALL BE UNIFORMLY PLACED A MAXIMUM OF 30' ON CENTER. 22. ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES TO BE REMOVED AFTER ONE FULL GROWING SEASON. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY / MAINTENANCE PERIOD SHALL BE REPLACED AND RE -STAKED PER THE DETAIL. 23. LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER 1 1/2" CAL. 545 1 1/2" CAL. 5 GAL. 5 GAL. 5 GAL. 2 GAL. i GAL. 1 GAL. 4 545 STAPLE L-REINFORCED RUBBER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL �1 PRUNE DISEASED AND BROKEN 5RANCHE5 HOSE AND WIRE TIES, SEE DETAIL ABOVE 2x2 PINE TREE 5TAKE5 SET STAKES PERPENDICULAR TO PREVAILING WIND REMOVE BINDING MATERIAL AND w TOP 1/3 OF BURLAP a w WATERING BASIN FINISH Q 2 SETTLED DEPTH FINE GRADE GRADE BARK MULCH AMEND NATIVE 501E WITH 6" DEPTH 3-WAY MIX TOPSOIL FERTILIZER TABLETS (4-21 GRAM-20-10-5) 18" MINA\\%\j/\\j\\j \\j/\\j/\ ' \/\\j\\j/\\ SCARIFY PIT SIDES AND BOTTOM �/�\//\: •`\/:`\/:` `�•\/�`/ FIRM NATIVE 501E MOUND 2x ROOTBALL WIDTH CONIFEROUS TREE PLANTING & STAKING DETAIL NOT TO SCALE PLANT 1 HIGHER E THAN IN NURSERY FINISH GRADE-\. 6" PRUNE DISEASED AND o BROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP 2" SETTLED DEPTH FINE GRADE BARK MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) AMEND NATIVE SOIL WITH 6" DEPTH 3-WAY MIX TOPSOIL COMPACT AND WATER THOROUGHLY FIRM NATIVE SOIL MOUND 2x ROOT13ALL WIDTH 1 SHRUB PLANTING DETAIL NOT TO SCALE d a w 2" MAX. 2x2 PINE TREE 5TAKE5 SET 5TAKE5 PERPENDICULAR TO PREVAILING WIND _ INSTALL "TREE BOOT" OR "ARBORGARD" w p IN LAWN AREAS. J- IL PLANT TREE 1"-2" HIGHER Q Q THAN IN NURSERY WATERING BASIN AMEND NATIVE SOIL W/ - 6" DEPTH 3-WAY MIX PLANTING SOIL UNDISTURBED GROUND - 12 MIN. FOR WOOD STAKES 4 18" FOR REBAR /-STAPLE REINFORCED RUBBER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE 4 WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE 4 TOP 1/3 OF BURLAP. 2" SETTLED DEPTH FINE BLEND BARK MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) SCARIFY PLANTING PIT 51DES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND �+ 2x ROOTBALL WIDTH r`—IN HEAVY SOILS, AUGER 8"x6' DEEP (� HOLE (OR THROUGH HARDPAN) FILL u WITH CRUSHED ROCK VERIFY GOOD DRAINAGE PRIOR TO PLANTING. DECIDUOUS TREE. PLANTING & STAKING DETAIL NOT TO SCALE MIXTURE BELOW SPECIFIED AS A RATIO BY WEIGHT: NAM O O TION Y Wr=IGWT PERCENT i!URITY GEES! IINATION PERENNIAL RYEGRASS 40% 98 90 CREEPING RED FESCUE 30% 98 90 TALL FESCUE 20% 98 90 HIGHLAND BENT CLOVER 10% 95 80 HYDRO5ED APPLICATION RATE: 3510 L55. / ACRE FERTILIZER APPLICATION RATE. 435 L55. / ACRE WOOD FIBER MULCH APPLICATION RATE: 2,000 L55. / ACRE TACKIFIER APPLICATION RATE: 40 LB5. / ACRE NOTES SEED ALL AREAS THAT ARE BARE GROUND AND AT LEAST 15" FROM ANY PLANTED TREE OR SHRUB. FOR 14YDR05EED, USE 1-8 L55. OF SEED MIX PER 1,000 SQUARE FEET, APPROXIMATELY 9-10 LB5. OF 10-20-20 N-P-K FERTILIZER PER 1,000 SQUARE FEET, AND APPROXIMATELY 45-46 L55. OF WOOD CELLULOSE PIBER MULCH PER 1,000 SQUARE FEET IN ALL AREAS TO BE SEEDED. ADD APPROXIMATELY 1 LB. OF TACKIFIER PER 1,000 SQUARE FEET FOR SLOPES AS NECESSARY. SEEDING SEASON 15 LIMITED TO MARCH I- MAY 15 4 AUGUST 15- OCT05ER 1. APPLY JUTE NETTING ON STEEP SLOPES BEFORE HYDROSEEDING APPLICATION. SEED SHALL CONFORM TO STANDARDS FOR "CERTIFIED" GRA65 SEED OR BETTER, A5 OUTLINED IN W50A "RULES FOR SEED CERTIFICATION", LATEST EDITION. EQUAL SPACING s-o 1/2 DIA. OF PLANT OR AS SHOWN ON DRAWING EDGE OF PAVING OR PLANTING BED SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO SCALE REVISIONS NO. DESCRIPTION/DATE BY STATE OF'? WASHINGTON REGISTERED ASCAPEARCHITECTANNE KUHLMAN CERTIFICATE No. 743 0 U o cow m in 0 L� 3 _n °• W o 0 J � U ww l7v w ola�w c c z LumU JJ z o W N o 41 o � z o 0) �' �' _ �< �o v a� cu 3: ca ° U) ��//�� U o V) P z ►0 _ O rn °U U m u- E ..� rn N Q, 'L m Y �o rn� c w0 3 U O_ z Oz U) s VJ O v) z C) �11r �J 0 Z z a- z Ll w CL U U) C O ..J w W Ll.l z Z 0 ® Ow cr lL ._I 0 z w LL- W 0 O U JOB NO.: 1241-008-005 DWG. NAME: LA-02 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 09/13/06 DATE OF PRINT: L-2 2 OF 2 SHEETS u North quarter corner of Section 10, Township A PORTION of the S.W. 1 /4, SECTION 32, TOWNSHIP 23 N., RANGE 3 E. W.M. 10 23 North, Range 5 East, 3" King County water grass disk stamped pain "3-10" on concrete post W TT/�� SE 120th Street V1 NITARY SEWER MANHOLE ' t w RIM TAR 17 12" CONCRETE CULVERT z 6" PVC E 452.27 IE 466.13 IE 8" PVC SW 452.20 IE c I Mai 1 box 1023059181 Asphalt I > S 1 TE ID CATCH BASIN 1023059166 I \ Q w w a D ,� RIM 460.76 1023059242 I I 12" CONCRETE CULV T > ; 124th 124th z 12" ADS N 459.00 IE ( I I I 12"CO IE M p ¢ ¢ 12" ADs sw 458.71 IE 1023059194 i 1023059250 I U ;. I m ' 4" ADS N 459.10 IE I SANITARY SEWER MANHOLE I I y R M 467.50 L 9tO I 8 PVC W 453.97 IE , 1023059223 vf� s o moo. 1023059216 I ! .MBj NE 6 ST. o Building --- i 12' CONCRETE CULVEF�T � Yf cyc one ence --rtai^�i - - - met Ca t _-I 465.34 IE -7' 4 Hydrant `� - -- ---- --T - T inin9 / C _ -� �� M-_ -� - - -- - -� - - - .I 5 PL NE _ -.__ -- on - `---- J Hytlran vel t(I T. Gravel -- Gravel O S ign NE 4th Street 4----------------- •----------- -- Water valve® Stop SE SANITARY SEWER MANHOLE - - - - % si n RIM 454.71 � ��---"-----------------------�--r g 8" PVC NE 441.64 IE c J� �- - - ,� ��LLJ 8" PVC NW 441.26 IE .._ 4' cyclone fence 4 cyclone fe - / - ¢ 8" PVC W 440.89 IE ti d 1 --�•Jcyclone fence - - - - - - - - � - _ - o > AMIN to a fence ravel- r�rl z CATCH BASIN � � / I ��� ( f RIM ADS NE 447.15 IE �h \� �i - _ 1 7WM ,� / - _02x2'_1id e e - \ 12" ADS SW 446.96 IE 4" ADS W 447.Bi IE©� / - - - - SE 132nd Street 2 // / ed - - i z w O U 5266 SF I 20 I `'� - �/ 8 // // I FDeck� Building �� w I ` Q -- 5014 SF � a• 325 SF / co / o o' ` �, 960 5014 SF i/ � 12" CONCRETE CU VERT S rn '� ` 1023059321 464.51 IE Of Scale 90 85.8 - /r Gravel / I i Sr'- 136th Street 4" = 1 Mile ��� - (7403)SSF ' Q NORTH - 9 , I \`4500 SF \ o \�. 5148 SF i 7 I I I�\ \ �I \ I oco 5148 SF \ 5069 SF i 61. I Q Garage ,\ I O I 1023059266 I VICINITY M A P 1023059080 I ��� / _ A 91 � N.T.S. I I Q i,� 85.8 _ 85.8 I _ 2 I LEGAL DESCRIPTION z ---, 23 / I I // / I ,i ` / r I Gc`�e 7826 SF I 45 0 SF o I 1 I I( 6 �- - I (6006) SF I LOT 2 OF KING COUNTY SHORT PLAT NUMBER 477114, L -'- WV® l7HYtlrant � - - - - - - - -J WVW* Water paint W ;% ; ( 514� SF r 9 SF I / RECORDED UNDER RECORDING NUMBER ; 804120882, IN KING <C \ 90 21 21 �,' 5148 SF I \ Building if cyclone fence CD _ (� 4II 90 ♦� 0 27 15 I u7 v �JJ COUNTY, WASHINGTON. q I ( 1----- CM I / erhan9 � O7 85.8 85.8 ��T� / `v i �► a _ - Overhang %' W :� «) cr j �� I 241 , I N, , Q , SITE DATA U I I \4500 SF �i � \ ��_ 153.9 !�' 1023059149 'r, �� I �� �,7 129 Q , N GROSS AREA: 179439 SF = 4.12 AC. , 5148 SF ; O r 5148 SF I'J' Cn I �' AREA IN ROADS: 37716 SF �J I `°I - - ,5 R NET AREA: 141723 SF - 3 254 AC. � 1 4550 Sr - - - - - - �5 ' OI ! I 8 �/ \ I arage I 3 O I I _ _ 85.8 I I 4500 F - I _ 9368 SF nl wood fence Garage i I_ = - - (7548) SF 41I Shed 13 4 -I ►=i I i b- - 514 -� 5148 SF 4550 SF -o I i L----I 0 1 O i 1023059091 �0 48, 6 � `��SF�Lo I '� 85. 60 - --------- 85.8 -� P ' r / 4' cy ne fence / I .19 ,28 „ _ J 9 N 9 T W 501. 65 ' - -� - _- L.. \ 6' cyclone fence 155.9 303.87' 4�cyclone fence - Q I 00 15CL rri 5474 SF 1 0 30 I \ ' cn 54T4 SF ` o . \ 1023059197 35.8 W toT L ME 85- cu8 I I 21 I z I I UI w o I I LO 3 1023059397 i I I CAR I I I 0 01 I 10231059208 I I N I I I 2 N I I I NOTE: DRAINAGE FROM THE i I I I I I DRAINAGE FROM THIS PLAT WILL BE ACCOMMODATED WITHIN THE TRACT "A" DRAINAGE FACILITY FOR I I THE PLAT OF HONEYBROOK CIRCLE I TRACT A DRAINAGE I I N, TOPOGRAPHY AND BOUNDARY SURVEY BY.• Centre 33701 9th Avenue South Federal Way, WA. 98003 Pointe (253) 661-1901 I �5 I s v Surveying I I I I I I I I I I I I � I I I I I NE 6 th ST. HCNEY BROOKE WEST I I I I NE 6th ST. LOT AREAS i I i 7826 SF - (GROSS LOT AREA) (6006 SF) - (LESS AREA OF LOT LESS THAN 40' WIDE & ESMTS.) i ALLOWABLE NO. LOTS: 26 PROPOSED NO. OF LOTS: 26 PROPOSED DENSITY: 7.99 UNITS/ACRE ZONING: R-8 PROPOSED USE: DETACHED SINGLE FAMILY RESIDENTIAL ,5`ITE SER -',I V ES SEWER: CITY OF RENTON WATER: KING COUNTY WATER DIST. NO. 90 SCHOOL: RENTON SCHOOL DISTRICT FIRE: CITY OF RENTON TELEPHONE: QWEST ELECTRICAL & GAS: PUGET SOUND ENERGY CABLE T.V.: COMCAST CABLEVISION UN -MAPPED EASEMENTS: 1. EASEMENT TO SNOQUALMIE FALLS & WHITE RIVER POWER COMPANY, FOR POWER LINES AS PRESENTLY CONSTRUCTED REC. # 347794. 2. EASEMENT TO PUGER SOUND POWER (k LIGHT COMPANY, FOR POWER LINES AS PRESENTLY CONSTRJCTED REC. # 2990202. APN: 102305 c-394 SITE ADDRESS: 14035 SE 122nd ST. CITY MAP PAGE_ E6 NOTE: ALL EXISTING STRUCTURES ARE TO BE REMOVED. GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. w w L 128th Stree OWNER: KENNETH E. JOHNSON 14035 SE 122nd ST. RENTON, WA. DVw .'jigP OF R� N 1NG A _ 7 2001 REVISIONS: O z IQ) W G '3 �Lr) Cn lr) Wc��,�o z 0)00L0 VNQL� � ZLn Wo Zo z �0)�11--o ti � W(y) d- CL. O W Q w w Z z w �- o 3 o n Q �i y r7 l�%V�LLJ �b1s bP �(7 X w pF Aff LLJ U Q &CL- J U � O Q O Z Q o z� W W o C- U W 0 N 0 J J rn Lo 00 oLO0)D Q N ,,,1- O mom v C z 0E wC: � 0 o CL W 0 w DATE: 7 10 07 SCALE: 1 " = 40' DESIGN BY: iii DRWN. BY: iii APP. BY: JOB No. SHEET / OF 1 A PORTION of the S.E. 114, SECTION 10, T 0 WNSHIP 23 N. , RANGE 5 E., W.M. REVISIONS: LEGAL DESCRIPTION THE WEST HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR ROAD AND UTILITY PURPOSES OVER AND ACROSS THE SOUTH 30 FEET AND THE WEST 30 FEET OF THE EAST HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE - SOUTHEAST QUARTER OF SAID SECTION 10; EXCEPT ANY PORTION FO SAID EASEMENT LYING WITHIN COUNTY ROAD. JOHNSON KENNETH E 3 1023059394 North quarter corner of i0 Section 10, Township 23 North, Range 5 East, 3" King county 1023059394 brass disk stamped Ln "3-10" on concrete post o u m co / o c aai CU P / \ o m 460 \ / 1.2'N & 0.1' a / 0.4'N & 0.9'E (0 4' cy/,""4ence 4' cyclon fence 8 °r9:8"E 0.85' 4' cyclone fence- 0.9' W r- - -- cyTne ence — — — V T. • I 2E rockery 1 I �— 130' NOTE. ALL EXISTING STRUCTURES L 450 SF LO $ *, a.6 _ I o 4so I ARE TO BE REMOVED. L- A\-----� \lr----- i 30' I 6 1 50� SF i tD I 5 I\ I 30' EASEMENT FOR ROAD AND 9S° i i 5014 SF I fl UTILITIES REC. #5231765 ICD 1023059080ot o \ 45 3 SF I - - -8�. - a U W U7 Cr) I \ I — �f \\ 1023059397 3b r- \ I •i I i I I i 30' Easement for road 6 utilities I I I 7 I I I M Deed Rec. No.20060703000665 �� I I i � I I t� � `O 4500 SF o I 4890 SF I 1489 SF v I 1 I Un I i I J ----�r € cn1, o y)5O9 m 85�- — _ o Ii QZ n o ono ; 11 i 48908 SF I 3 I I 1 o- 4500 SF I r` I I nl In O I _ U) Gate 5' cyclone 30' o I I r +— -1 I I 4890 SF i I fence I Q D I I „ Power pole with t-- ( I - j } ll m i transformerCL G Barn- 0 ---- ----- She ;' `1 -1 concrete \ \ Lr, i' 1023059338 �. i \ I � I I ► 1023059377 d 9 2 I ( I I I I �� C) \ \ I 4925 SF I I 49 5 SF 1 II T A CT A I = Y \ I i I I I 1023059339 e \ L- J L-_ J I ;`- j c i2" concrete M� 3 \ DR I G _ --}-- _ _ j culvert � M �1Jr. B- . -` � � I 460.92' IE 1042 S r--------� a l �I •° Lrl concrete o0 Site i benchmark culvert i IE I I'II`o '- \ \ \ I O I I I \ 130' Elevationi1460.in 24pfeet 3 Water 2 11 in \ \ 5014 SF 1 1 I 5014 F I \ - _ _ 60 4'cyclone tent — — 6' wood fence — —Re meter I— — -- -- I L - - - - - - L_ - - - - —J I I a Site 2 benchmark - - - NE V �! I S T. -`- - - - f 65 g0 8 i Elevationi146B.64pfeet o Asphalt Asphalt Power . _ _ _ _ _ m I I 2 concrete I N \ 4 meter------� --- +- m---�,` - ---- wall,- �" 0.er IE r d Retaining il- - /� I filvert �� „� Vail box �_ Z S69'19�36•E 300.73' — - t Sig ;�j 589'3Ht7 `'`" i.i'N & 0.2'W Guy wire ancT,or o — — — Power pole with oc Power pole with \ T , transformer V transformer I i - concrete � \ CJ� •PVC I it I c 9 ert 71 ' I I ( 12" concrete I� 4 9.7i' IE • I 30' Easement for road 6 utllltl S 459.53ulve t IE +t� •3 d v° ' — — — Deed Rec . No . 20060 703000665 m 9v>p w II O ; rnl , z 12 � LL South quarter corner f Section23 10, Township nge 5- 1023059385 10 Ln East, found 3" King LANGLEY DEVELOPMENT ] LANGLEY DEVELOPMENT I ICI County surface brass w 1023059123 1 i disk stamped "10-15" z Q 1023059385 0 ll J HONEY BROOK E WEST :230' I9�° 0 W LL. TOPOGRAPHY AND BOUNDARY SURVEY BY.• e Centre 33701 9th Avenue South Federal Way, WA. 98003 Pointe (253) 661-1901 v Surveying 1023059123 SE 120th Street w z — LU a SITE � � z CD 124th CD `cif NE 6 ST. y 00 p C Q C (� 5 PL NE NE 4th Street SE 128th E z ol Q CU Z SE 132nd Street z w Q > �' Q Scale I SE 136th Street NORTH 4" = 1 Mile VICINITY MAP N.T.S. ,SITE DATA co Q GROSS AREA: 108972 SF = 2.50 AC. AREA IN ROADS: 31005.8 SF = 0.71 AC. NET AREA: 77966 SF = 1.79 AC. ALLOWABLE NO. LOTS: 14.32 PROPOSED NO. OF LOTS: 14 PROPOSED DENSITY: 7.82 UNITS/ACRE ZONING: R-8 PROPOSED USE. DETACHED SINGLE FAMILY RESIDENTIAL Sig TE SERVICES SEWER: CITY OF RENTON WATER: KING COUNTY WATER DIST. NO. 90 SCHOOL: RENTON SCHOOL DISTRICT FIRE: CITY OF RENTON TELEPHONE: QWEST ELECTRICAL & GAS: PUGET SOUND ENERGY CABLE T.V.: COMCAST CABLEVISION APN: 102305 9208 SITE ADDRESS: 14102 SE 124th ST. CITY MAP PAGE E6 GRAPHIC SCALE 40 n )n An Q.1) ( IN FEET ) 1 inch = 40 ft. OWNERS: GERALD LEFLER, LESLIE KENWORTHY DEBBIE KENWORTHY VICKY KENWORTHY 160 z W O rn � W � �, I z o 0)00� 0 1 N V Z Q � ► L) W�-�°o c r Z r_ l (3) V— W rn a V W Q W w z z W 00 N �o _1 M LLJ X PR W W U \J �y ZE v J O crC N M� L-L ] � O N o I� LL- LLJ Oi�-- CL Q W J 0 O 11: CL - f- W Ln 0000 00 W N(y)� o Q mho Z� Q � o o CL W Q o Id o: w O DATE: 8 28 06 SCALE: 1 " = 40' DESIGN BY: JJJ DRWN. BY: JJJ APP. BY: JOB No. SHEET OF