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Home My WebLink AboutLarge Format - Folder 2 of 3IELEVATION - � p�ya pq� �© V, iw ® j '% u a 1 OCALEB 1/�Ed� 4-011 Il �--GRADE PLANE Em yUI1g', NORTH ` .1 � F 4' I �I i SCALE. 1/8"mV-011 I / I EAST ELEVATION GRAPE PL. -J ALE: 1/�PI i l o®BI ®D RAIL Ml SYSTEM 3 a7 DE EG: 414.0P , - SCALE: Uf°°®I —011 EG3 41.3,151/ BUILDING A - SOUTH ELEVATION EG: 4140' WALE: U41 EG. 4140 -WEST ELEVATION BUILDING A WALE: 1/0"-4— 0" m 6:12 Ix3 OVER 5/4xe) 04 5ABD TYP, Ia (0 f___..® 6 d tl 6.12 D mai WIT14 L) TRIM 6:12 MID POINT olROOF 6:la 5/4x8 FAWA W1 ALUM OTTER TYP PQP TE L5 0 �t fi I f h: ME 4 OC) C14 - MI C14 ZD 'fssss� _ 5 o >., W !. . _.- T 4- _ CO Ln IELEVATION - � p�ya pq� �© V, iw ® j '% u a 1 OCALEB 1/�Ed� 4-011 Il �--GRADE PLANE Em yUI1g', NORTH ` .1 � F 4' I �I i SCALE. 1/8"mV-011 I / I EAST ELEVATION GRAPE PL. -J ALE: 1/�PI i l o®BI ®D RAIL Ml SYSTEM 3 a7 DE EG: 414.0P , - SCALE: Uf°°®I —011 EG3 41.3,151/ BUILDING A - SOUTH ELEVATION EG: 4140' WALE: U41 EG. 4140 -WEST ELEVATION BUILDING A WALE: 1/0"-4— 0" m 6:12 Ix3 OVER 5/4xe) 04 5ABD TYP, Ia (0 f___..® 6 d tl 6.12 D mai WIT14 L) TRIM 6:12 MID POINT olROOF 6:la 5/4x8 FAWA W1 ALUM OTTER TYP PQP TE L5 0 �t �{ I f h: ME 4 OC) C14 - MI C14 ZD Locn C4,or) 5 o >., W !. . _.- T 4- _ CO Ln II�I�111 oil �t �{ I f h: ME II�I�111 oil �t f h: ME L h, II�I�111 oil �P z, II�I�111 oil WOOD RAILING BYSTEM FG: 4, AT DEC" 'P >a a WILDING E - NORTH ELEVATION SCALE: 1/8`4-011 WILDING E - SOUTH ELEVATION SCALE.- Iff'4-011 SCALE: 'rrl I z z Lo I E-4 (D co oc) CN 7-1 U) C4 0 3� (D P. (Y (n (D LLJ V) :z: a LLJ U) I, I < m 0 LLJ W LLJ Lo u rY n LLj N, in, E ON SCALE: 1/�II o I l og 11 T EG: 4212m_5---@ riP: 42.3.15' LGOAbE PLS BUILDING K— SOUTH ELEVATION 1/011211411 1 M ®D ILIP SYSTEM AT PECK TYP 6:12 WOOD VENT WIT14 IO®D TrRIM— �:12 (oXO WOOS CORBELS TY BY 4xb MEE BRACES TYP WERE SWIN Ix3 OVER W&S 6 BAME BP TYP 1 5LPG L BLD VI—G---42425' EG: 42650' BUILDINGLI MILDING e r SCALE: 1/611911a011 FG: 4200' GP: 423.1V P� ".�� BLDG L EG: 421.50' m 9 a e QL1G K EG. 426a ' L LBIILQM L GP: 423.45' PE PLANE rq/4 0 FASCIA LU/ ALLM GUTTER TYP : 420,50' L 423.50' p OV o 6 iw v a BLDG KOUR �I I: 421.00FIN ® OLI- / BLDG L�LIX : 42150' FG: 42050'GP. 42625' ISL L Bftr)IN K E&. 425x®' 5 PLANE ®D ILIP SYSTEM AT PECK TYP 6:12 WOOD VENT WIT14 IO®D TrRIM— �:12 (oXO WOOS CORBELS TY BY 4xb MEE BRACES TYP WERE SWIN Ix3 OVER W&S 6 BAME BP TYP 1 5LPG L BLD VI—G---42425' EG: 42650' BUILDINGLI MILDING e r SCALE: 1/611911a011 FG: 4200' GP: 423.1V P� ".�� BLDG L EG: 421.50' m 9 a e QL1G K EG. 426a ' L LBIILQM L GP: 423.45' PE PLANE rq/4 0 FASCIA LU/ ALLM GUTTER TYP : 420,50' L 423.50' p OV o 6 iw u� v a �I i _Ya , rp�a u� v a �I i _Ya , u� v a I M i r_u: --Ur%9yWr_ MP114r= 5ULDINGS M 4 N - NORTH ELEVATION SCALE: e2m m I FG 5UILDINGS M 4 N - WEST ELEVATION SCALE - m 30.01 Pi EG: 4250' BUILDINGS M 4 N - EAST ELEVATION DCALE: 1/0"gV-011 Nov' g Li z Z -4- �z m z -4- PID rl C4 LO E-A (D Qo Lij CO F - L0 C4 z 0 >< w d. V) Il -7 Cl) ID V� LLJ < Lo CO -j L.Li Cl- LLI u V) Ld M z bi FIN r -LR - PC MID POINT OF ROCF III mom TIMERIT-4'rr- 'ARCH OY5TEM W m FIN FLR Fq. 4293 ' I—GRADE FLAAE 0- 7XI11111111-1111111IN7 GP. 426,015' r;r.. &, w r2 x4 COI TRIM Tyr E0. 4 2 .0 � �Dffl RECREATION 5UING - SOUTW ELEVATION WALE. 1/0"MV-0, 5/4)-,G r?/4x4 CORCR TRIM rlrp L) LJ S.-12 z- 1 D PO INT OF 12 12 6 Ix3 OVER 2xI0 W2 '\MPR-. 446.20' (S) Q0 00 C14 BARGE BD (D U) CINI TOP PLATEIN 0 0 >< 0 < W (D Lj ENTRY 4 LOU�� - — - — — — - — - — - — — - — - ®P PLATE (N LLJ u ry 0- P4 EE; 31 —5/4x4 CO iZ� ER �'�ffi FIN FLS Pm. 4 �23T 4-30-l' I—GRADE PLANE W. 421Y E6 QW/0' Gp: �2�-ow EG- 4210 RECREAVON BUILDING - NORTH ELEVATION WALE: 1/8"MV-0, FIN r -LR - PC MID POINT OF ROCF III mom TIMERIT-4'rr- 'ARCH OY5TEM W m FIN FLR Fq. 4293 ' I—GRADE FLAAE 0- 7XI11111111-1111111IN7 GP. 426,015' r;r.. &, w r2 x4 COI TRIM Tyr E0. 4 2 .0 � �Dffl RECREATION 5UING - SOUTW ELEVATION WALE. 1/0"MV-0, 5/4)-,G r?/4x4 CORCR TRIM rlrp L) LJ z- z CO z E-1 (S) Q0 00 C14 _j eq I --- Lo U) CINI 0 0 >< 0 < W (D Lj by __ LML J o Ln (N LLJ u ry 0- P4 Or -ALE: 1/4"EF-O" A Or -ALE: 1/4"EF-O" by Or -ALE: 1/4"EF-O" I I 'I'AMULIDING: A 13 UNITS LD z Z z Z r- LO C14 LO 1 LLJ (s) QO 04 U) C14 0 w cf) Z:) Lij bi < Lo M U Ln CN Li u. a� ' GGALE. 5UILIDING5- 5 AND E 14 UNIT5 E.Dennis Riewb lbe ARCHITECT 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 I ASSOCIATES, e ARCHITFCTURF PLANNING 1123 MAPLE AVENUE SW SUITE 270 RENTON, WASHINGTON 98057 PH: (425)226-5344 FAX: (425)226-5344 EMAIL: EDRIEBE@MSN.COM ON LJ- 5ULDINGS-1 Crav, Drev, G,Ai - Ti!lIRU?"LAN fi3UILGIN a5: Grev, D rev, G, H 13 UNITS MILDING5: Grav, y® Cs, H - M:CoUNL) t-LUL)K MAN MALE. 1204" BUILDING.- J SCALE: 1/011411eosa ti NM WILDING.- J - SECOND FLOOR PLAJ BUILDING. FIRSTN WALE: I/8@1498-0" f ;i E.Dennis ARCHITECT 3 k SE SUITE 105 j MERCER � 9675 � {�J � WASHINGTON r. , 1123 MAPLE AVENUE SW — SUITE l RENTON, WASHINGTON 98057 PH: (425)226-5344 FAX: (425)226-53 C I �� . oij 11 UNIT5 a I DIE S K rev ♦ N SECOND �� FLOOR O � �� I' � f 5UILDINGS- K, L REV -M -V N 14 UNITS um RECREATION i_ ; i SCALE:_' `31 ,All =r zz I F {t II � � z to M1k C-4 LO J & (� C)o CN q LO ® I os ® s* F W CD LL- Lij < LO J CN CN �L MOC-4 qqgg o 0- LLJ iI � r 1 t� t s zz F {t II � � z to M1k C-4 LO J & (� C)o CN q LO ® I os ® s* F W CD LL- Lij < LO J CN CN �L MOC-4 o 0- LLJ s {p F {t II � to M1k � s* F s to M1k � s* t E M Preliminary Plan West I ado�� STATE OF WASHINqTOJ REGISTERED ' LANDSCARE t Rah 1 FELT .. � F a �iileen �radley.,Reader Cerkific4d- 6.576 f �r �ro §yam ,'i✓,c. Sac a � I :ecEcv"u= ' k k Y4' k REVISION No. Date By 0, ,w. Div -,tan scale 1" — 201 011 Designer Sheet No MFW 'u S Projec yt {M�anna'geer IY®/ f Vt! TR -1 Principe %® Date HS pf 4 Sheets Nov,2012 Phase �yy D® -G Project No. 11031 ® C Y O �+ REVISION No. Date By 0, ,w. Div -,tan scale 1" — 201 011 Designer Sheet No MFW 'u S Projec yt {M�anna'geer IY®/ f Vt! TR -1 Principe %® Date HS pf 4 Sheets Nov,2012 Phase �yy D® -G Project No. 11031 ® C Y O �y w 1� K J REVISION No. Date By 0, ,w. Div -,tan scale 1" — 201 011 Designer Sheet No MFW 'u S Projec yt {M�anna'geer IY®/ f Vt! TR -1 Principe %® Date HS pf 4 Sheets Nov,2012 Phase �yy D® -G Project No. 11031 yar l O 1� REVISION No. Date By 0, ,w. Div -,tan scale 1" — 201 011 Designer Sheet No MFW 'u S Projec yt {M�anna'geer IY®/ f Vt! TR -1 Principe %® Date HS pf 4 Sheets Nov,2012 Phase �yy D® -G Project No. 11031 ad�n� STATE OF WASHINGTON REGISTERED LANDSCAPE AACHITECT I ,R V) z u R5 I- Qj M w 0 r'-, REVISION No. Date By Scale 1" 20' - 0" Designer Sheet ShNo. MFW 111 E 1� Project Manager TR -2 MFWPrinI& R Date of 4 Sheets 26 Nov.20112 Phase ®®-2 Protect N.. 11031 Ex'ist'ing Tree Vegetat'ion s ",. 1 } ' j t r^• � t Preliminary r Plan Rm South -� ; ; 1' �� STATE OF WASHINGTON f2GISTEIk=® .. LAN 175GAP HITE T �thr BPadI y1� der Certlfic6 0 =J WA U 00 C) CID 0 0 REVISION No. Date By dQ: ?'t Illy , a �; St J. Scale Ill = 20' - 011 Designer MFW Project Manager MFW Principa5A5A//�al M Date 26 Nov.2012 Phase gg-�� ryry DD -2 Project No. 11031 ";"! Sheet No. TR -4 of 4 Sheets J 8:28:05 AM PST —.3SDI1062.dwg :P 11/19/2012 R: \201 1 \0\1 1062\3\Drowin gs\Plots\PP\l 0 DI( -LAT (r 2011 DR STRONG CONSULTING ENGINEERS INC. z 3211.95 A =-) Z U) (L < A W Z) ........... ................................ 200 f I== R umzm 0 z 00 Z w LLI UJ 0 (D < 0 [L z ILL uo 0 U) ui 4 0 T� Z 00 1-10 w 0 T xx w 8:28:05 AM PST —.3SDI1062.dwg :P 11/19/2012 R: \201 1 \0\1 1062\3\Drowin gs\Plots\PP\l 0 DI( -LAT (r 2011 DR STRONG CONSULTING ENGINEERS INC. 4 < < < M :E z Ld 0 ry LLI uj. V, N 0 V 00. �2 Di DRAFTED BY- YLP DESIGNED BY: MAJ PROjECT ENGINEER. MAJ DATF3 12.20-11 PROJECT NO.- 11062 SHEET Plo OF 1 COPY 3 z =-) Z U) (L < A W Z) 0 200 f I== R umzm 0 z 00 Z w LLI UJ 0 (D < 0 [L z ILL uo 0 z Lu 0 T� Z 00 1-10 w 0 T w w (-) w z Lo w D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS '10604 NE 38th PLACE, SUITE 101 KIRKLAND, WA 98033 425.827.3063 OFFICE 800.9621402 TOLL FREE 425.827 . 2423 FAX www.drstrong.COm 4 < < < M :E z Ld 0 ry LLI uj. V, N 0 V 00. �2 Di DRAFTED BY- YLP DESIGNED BY: MAJ PROjECT ENGINEER. MAJ DATF3 12.20-11 PROJECT NO.- 11062 SHEET Plo OF 1 COPY 3 R:\2011\0\11062\3\Drawings\Plots\PP\12-3SD11062.dwg 11/19/2012 8:29:54 AM PST COPYRIGHT @ 2011, D.R. STRONG CONSULTING ENGINEERS INC. Lo CD 'IILd W on ' I 0 m III R:\2011\0\11062\3\Drawings\Plots\PP\12-3SD11062.dwg 11/19/2012 8:29:54 AM PST COPYRIGHT @ 2011, D.R. STRONG CONSULTING ENGINEERS INC. 11 Ld . ® ry . +�- . M w V . ui. 7 . z :E . ]E.® Lli CA lVislon �f. DRAFTED BY- YLV DESIGNED BY: MAJ PROJECT ENGINEER. MAJ DATE. 12.20.11 PROJECT NO.. 11062 SHEET P12 OF 1 Lo CD W on I® 0 m zy�p� 00 Lo j_ tea' ppg�g, 1..E W km S Q C A i wg w co U.a 0) 11 Ld . ® ry . +�- . M w V . ui. 7 . z :E . ]E.® Lli CA lVislon �f. DRAFTED BY- YLV DESIGNED BY: MAJ PROJECT ENGINEER. MAJ DATE. 12.20.11 PROJECT NO.. 11062 SHEET P12 OF 1 Lo CD W I® 0 zy�p� 00 Lo ppg�g, ®®�q � p A i wg CL co 0) 11 Ld . ® ry . +�- . M w V . ui. 7 . z :E . ]E.® Lli CA lVislon �f. DRAFTED BY- YLV DESIGNED BY: MAJ PROJECT ENGINEER. MAJ DATE. 12.20.11 PROJECT NO.. 11062 SHEET P12 OF 1 RANGE 5 Ev W.M. r R:\2011\0\11062\3\Drowings\Plots\PP\13-3SD11062.dwg 11/19/2012 8:29:53 AM PST COPYRIGHT © 2011, D.R. STRONG CONSULTING ENGINEERS INC. 'X Lo 3 f �. W — W 00 C L w ! 1. _ }�V'ta..wY'.s311 1 3 _ t. 0 o o Z ow ,� L �i j3(( t i pt ^a w w U. pp� 0) (L . m LLI . y®y ryLd . . . Ld U)c� J4iiC 6 r �: v w ' 202. ® cit DRAFTED BY, YLP DESIGNED Yo MAJ PROJECT ENGINEER. MAJ DATE- 12920011 PROJECT NO.- 11052 SHEET P13 OFF Lo W — W w � !U) Aar Lo � ® w pp� 0) (L . m LLI . y®y ryLd . . . Ld U)c� J4iiC 6 r �: v w ' 202. ® cit DRAFTED BY, YLP DESIGNED Yo MAJ PROJECT ENGINEER. MAJ DATE- 12920011 PROJECT NO.- 11052 SHEET P13 OFF NW 174, SE 1/4, SECTION 29, TOWNSHIP 23 N�, RANGE 5 I ffmm�l Fmm I I R A I k I A rm%'k\ I P% 1 1 Ommnr\iQ D C-0 -w- FIELDBROOKEy HATCH LEGEND CONCRETE, FLUSH PAVEMENT R:\2011\0\11062\3\Drowings\Plots\PP\06-.3GRI1062.dwg 11/19/2012 8:24:05 AM PST COPYRIGHT @ 2011, D.R. STRONG CONSULTING ENGINEERS INC. 11 Lo c:) z W Lij :M on qg 0 z U) w 0 m z w z Z q � 0 0 co oZYy 0 w o Lu co z Lu w 0 CL w [L rL w Ir" T— uj 0) o z LL 0 11 Lo c:) W "I :M . . . qg 0 z w d z co 0 0 w CN co z w CL w 0) 11 V) Ld LS Ld fx L'i V) Ld LLI P?n vi - LL) Elf L) F- Ivizior NNOV 9 c,4- �2 DRAFTED BY- YLP DESIGNED Y. MAJ PROJECT ENGINEER. MAJ DATE:- 12.20.11 PROJECT NO.- 11062 SHEET P6 OF 13 :M . . . V) Ld LS Ld fx L'i V) Ld LLI P?n vi - LL) Elf L) F- Ivizior NNOV 9 c,4- �2 DRAFTED BY- YLP DESIGNED Y. MAJ PROJECT ENGINEER. MAJ DATE:- 12.20.11 PROJECT NO.- 11062 SHEET P6 OF 13 m NW 1/4, SE 1/4, SECTION 29, TOWNSHIP 23 Nq RANGE 5 Ev W.M. 74 FIELDBROOK COMIVIONS PR.ELIMINAIRY PicA. CONCRETE, FLUSH CONCRETE, RAISED PAVEMENT R:\2011\0\11062\3\Drowings\Plots\PP\08-3GRI1062.dwg 11/19/2012 8:25:33 AM PST COPYRIGHT @ 2011, D.R. STRONG CONSULTING ENGINEERS INC. m LO z W w 00 0 wm LJ V) w o Z LL, 0 z w z Z lot) V) c) < � T 0 02 (9 �- CC) Z 0 W 0 3: m w 04 w z LO rL w CL 0 uj z Mum LL 0 m LO W C:) 'I- 0 LJ V) Z LL, z C) lot) V) z Lo ('0 0 3: m w 04 w z LO W m V) a LJ V) Z LL, C) lot) V) NOV- 2012 I ; a I , Mull I w as I CONCRETE, RAISED R:\2011\0\11062\3\Drawings\Plots\PP\09-3GRllO62.dwg 11/19/2012 8:25:31 AM PST COPYRIGHT @ 2011, D.R. STRONG CONSULTING ENGINEERS INC. m < < V) z ® z bi Lu W Ljar of W 0 o'sl anrioa 9 Divisiorl c6 1110 v 2, DRAFTED BY- YLP DESIGNED BY: MAJ PROJECT ENGINEER. MAJ DATE: 12.20.11 PROJECT NO.: 11062 SHEET P9 OF 13 Lo z 0 0 (n w zo z U) 2E CL rs w 5 0 Z < Z< w z E > < z 0 Z < 0 0 M a z ow z j w o CL W �T 0 w 0) w SERM z LL 0 m < < V) z ® z bi Lu W Ljar of W 0 o'sl anrioa 9 Divisiorl c6 1110 v 2, DRAFTED BY- YLP DESIGNED BY: MAJ PROJECT ENGINEER. MAJ DATE: 12.20.11 PROJECT NO.: 11062 SHEET P9 OF 13 Lo 00 (3) 0 < It, z w w rs Z < 0 0 Lo -j w Cq Lu z Lo w CL w 0) m < < V) z ® z bi Lu W Ljar of W 0 o'sl anrioa 9 Divisiorl c6 1110 v 2, DRAFTED BY- YLP DESIGNED BY: MAJ PROJECT ENGINEER. MAJ DATE: 12.20.11 PROJECT NO.: 11062 SHEET P9 OF 13 m m TOWNSHIP i # 1/4,SECTION Y � �...w .. IELDBROOK COMMONS PRELIMINIARY I I i RESTRICTIONS *ARCEL A THE SOUTH HALF OF NORTHWEST QUARTERTHE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE EXCEPT THE NORTH 100 FEET OF THE WEST 230 FEET THEREOF, AS CONVEYED TO THE CITY OF COUNTYRENTON BY DEED RECORDED DECEMBER 27, 1979 UNDER KING O AND EXCEPT THAT PORTION THEREOF, LYING WITHIN THE 60 FOOT WIDE RIGHT OF WAY FOR SECONDARY HIGHWAYt B a ESTABLISHED B ORDER � UNDER i « OF RECORDS, PAGE AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED MAY 14, 1999 UNDER RECORDING !. 9905141847. AND EXCEPT THAT PORTION CONVEYED Lr , • ARLENE R. BJORNSTAD AND THE DARLENE R. BJORNSTAD TRUST BY JUDGMENT RECORDED APRIL 19, 2012 AND JUNE 8, 2012 UNDER RECORDING iS. 20120419000630 AND 2012i«4i 0 20120608001093 '�Vkll) DEED RECORDED MAY 29, 2012 UNDER RECORDING NO. 20120529000485. PARCEL B. THE NORTH 100 FEET OF THE WEST 230 FEET OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M„ IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET FOR HIGHWAY. PARCEL C: THE NORTH QUARTER OF THE WEST HALF OF THE WEST HALF OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W,M., IN KING COUNTY, WASHINGTON. a� • r i .� � m Sam BEARINGSBASIS OF N01'42'56"E ALONG THE NORTH—SOUTH CENTER OF SECTION] LINE, SECTION 29-23-5, PER KCDPWSB CONTROL POINTS « n� P PUB rBRANCH CONTROL POINT CASE - THE INTERSECTIONOF •8TH AVE. SE. AND SE. 176TH ST. AKA THE SOUTH QUARTER CORNER « ELEVATION U w w w 3.0x w- x 0 Lu �- F -- o ® W 0 Ire S 36TH CT, LLJ va PROJECT INFORMATION APPLICANT ..................................... Lo ADDRESS,,.. ..................................... 17040 106TH AVENUE SE ENGINEER. < Ld v, ...m.....,.a.............o..........e,o,.................9675 .oa>.o,...e,...o.,,,.................>.................. „ MERCER ISLAND, WASHINGTON 96040 PARCEL NUMBERS....,........................ 292305-9166,-9022,-9023 o (206) 566-1147 C:) .......................................................... ......................„...........,......,....., CONTACT: JUSTIN LAGERS EXISTING ZONING DESIGnIATION..... .,.. R-1 4 JUSTIN.PNWHOLDINGS®GMAIL.COM ..,,o,..o,..o..e,,......oe...,,.o........................ PROPOSED ZONING DESIGNATION...... R®14 CIVIL ENGINEER/SURVEYOR.............. D.R. STRONG CONSULTING ENGINEERS, INC. SEWER' AND MATER DISTRICT........... SODS CREEK .,o.o.e,.oe.,.•e........... e e..e..oee.eee e,., ............. 10604 NE 36TH PLACE SUITE 101 0 — ....,... KIRKLAND, WASHINGTON 96033 SCHOOL DISTRICT .............................. RENTON x¢403 SE CARR RD 0 (425j 627 3063 0 0 ........................ ....„......---..„............ CONTACT: MAHER A. JOUDI, P.E. w .......................—......., MAHER.JOUDIMRSTRONG.COM VICINITY IT AP 1 �9®1 DD®' z 0000 ARCHITECT ......................................... RIEBE & ASSOCIATES, INC. ......................................................1123 MAPLE AVENUE SW, SUITE 270 POWER SOURCE ................................ PUGET SOUND ENERGY ®� RENTON, WASHINGTON 96057 co W ......... .......... ....... ......m..... u " p�@W ..................................... EDRIEBE SN,COM o n CL WETLAND BIOLOGIST .......................... SEWALL WETLAND CONSULTING, INC. AREA OF WORK: 344,576 SF .oo.....,o....,e..............o....,.,..,.............. 27641 CONVINGTON WAY SE #2 ALL SOIL TO NREMAIN ON SITE ,........... PROJECT CONT CTS - PROJECT INFORMATION APPLICANT ..................................... HOLDINGS, LLC ADDRESS,,.. ..................................... 17040 106TH AVENUE SE ENGINEER. SE 36TH STREET, SUITE 105 v, ...m.....,.a.............o..........e,o,.................9675 .oa>.o,...e,...o.,,,.................>.................. „ MERCER ISLAND, WASHINGTON 96040 PARCEL NUMBERS....,........................ 292305-9166,-9022,-9023 o (206) 566-1147 _ . .......................................................... ......................„...........,......,....., CONTACT: JUSTIN LAGERS EXISTING ZONING DESIGnIATION..... .,.. R-1 4 JUSTIN.PNWHOLDINGS®GMAIL.COM ..,,o,..o,..o..e,,......oe...,,.o........................ PROPOSED ZONING DESIGNATION...... R®14 CIVIL ENGINEER/SURVEYOR.............. D.R. STRONG CONSULTING ENGINEERS, INC. SEWER' AND MATER DISTRICT........... SODS CREEK .,o.o.e,.oe.,.•e........... e e..e..oee.eee e,., ............. 10604 NE 36TH PLACE SUITE 101 0 — ....,... KIRKLAND, WASHINGTON 96033 SCHOOL DISTRICT .............................. RENTON x¢403 .e ............................... (425j 627 3063 �.�_:i1r11r�4 (divi-sion ........................ ....„......---..„............ CONTACT: MAHER A. JOUDI, P.E. FIRE DISTRICT ........,.,,.................,..... CITY OF RENTON FIRE DISTRICT X16 .......................—......., MAHER.JOUDIMRSTRONG.COM 0 TELEPHONE SERVICE.....,..,..............,. CENTURY LINK ARCHITECT ......................................... RIEBE & ASSOCIATES, INC. ......................................................1123 MAPLE AVENUE SW, SUITE 270 POWER SOURCE ................................ PUGET SOUND ENERGY ............ RENTON, WASHINGTON 96057 ..,.>........,..<,,.,.,..>.............................— (425) 226-5344 ......... .......... ....... ......m..... CONTACT: E. DENNIS RIEBE C��I NOTES ..................................... EDRIEBE SN,COM AREA OF PROPERTY: 470,460 SF WETLAND BIOLOGIST .......................... SEWALL WETLAND CONSULTING, INC. AREA OF WORK: 344,576 SF .oo.....,o....,e..............o....,.,..,.............. 27641 CONVINGTON WAY SE #2 ALL SOIL TO NREMAIN ON SITE ,........... CONVINGTON, WASHINGTON 96042 ..................—.. (253) 659-0515 .............. CONTACT: ED K. SEWALL III ................. „...,...,,.e........................ ESEWALLOSEWALLWC.COM SITE VOLUME CALCULTIONS LANDSCAPE ARCHITECT ..................... BRADLEY DESIGN GROUP, INC. CUT VOLUME FILL VOLUME NET VOLUME so,,.,,,,,....v,,,,,,,,,,,,,,,,,,,,,<,,...............455 ST. HELENS, SUITE B (CU. YDS.) (CU. YDS.) (CU, YDS.) ..... —. ...............o...--..,,.............,....... TACOMA, WASHINGTON 93402 .....< .........................--...............,,,... (253) 272-4346 17,361 12,479 4,662 (CUT) ..o,oo.............e,,....,.o.......e,o,,,.,,,..,,,....— CONTACT: KATHLEEN BRADLEY READER VOLUMES ARE APPROXIMATE AND REPRESENT EXCAVATION FOR .............•••... •°°°•°..................°... ,.,...... 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MAJ DATE: 12.20®19 Ld N®o: o reW P1 OF 13 uj Z Id 17 hr io x :r �.�_:i1r11r�4 (divi-sion �. >. . V 0 F fli v m ° A DRAFTED BY. YLP DES9GNED BYo MAJ PROJECT ENGINEER. MAJ DATE: 12.20®19 PROJECT N®o: 91062 SHEET P1 OF 13 f NW 1/4, 1/4, SECTION 29, TOWNSHIP FIELDBROOK COMMONS PRELIMINARY PUD z..-:, 3: 0 CA w LEGEND ic n w LLJ �a LEGEND PROPOSED ® SANITARY SEWER —W --W— WATER LINE FIRE HYDRANT DOMESTIC WATER DETER FIRE SERVICE VAULT ❑ CATCH BASIN STORM SYSTEM SERVICE CABINET* ® TYPE 1 JUNCTION BOX* CONCRETE PAC LIGHT BASE* NEW LUMINARE* 41705 FINISHED FLOOR (BOTTOM FLOOR) GTE *SEE DETAILED ILLUMINATION PLAN BY TRAFFEX Lo coo 0.w. . U Ld 0 z ww Li LLI V �.Ld a pi v lr4{;sx g . 3ivisiorl ON w �. z Lo 0) STORM SYSTEM SERVICE CABINET* ® TYPE 1 JUNCTION BOX* CONCRETE PAC LIGHT BASE* NEW LUMINARE* 41705 FINISHED FLOOR (BOTTOM FLOOR) GTE *SEE DETAILED ILLUMINATION PLAN BY TRAFFEX 0.w. . 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MAJ DAM 12.20.11 PROJECT NO.- 11062 SHEET P5 OF 13 J a U ®' � Q _ U o � I o® CL (4 00 m 0 a F o w U 0 U n 4 t, O CO O h lij W U Q a of Lu a J a U ®' � Q _ U Z O 0 U � U O CL vi (7) a F o _ � m U m m n LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL I-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). 1 ' 611 scale,. ,. RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMALIANME42toln TO CITY STAN DA RIBS -19 Division DATE JAN' -- 2 Ali, —. DATE §§=j P, e,� (-r 1m`d ft i J U _ O Z O 0 U a O Q r z � V) Q U) LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL I-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). 1 ' 611 scale,. ,. RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMALIANME42toln TO CITY STAN DA RIBS -19 Division DATE JAN' -- 2 Ali, —. DATE §§=j P, e,� (-r 1m`d ft F O z m O LJ U 0- w Q a J Q U 0 Ij tz 0 0 a W rr x TYP. CONIC. PAD R.�VI LINE ® °®°® _ SL 18'-3" � 23'-3"3TC.18L�01880.2190 SIDE4VA_K t I /._ . STANDjLftll PLEINS -- - LST DATE: 04/04 DVa'G. [JAVPIE J014 SP PAGE: J014 I 3 4 J O 0 RaA,1) AY 6 4 ° D D ° 1' 2 TD �1 % o ®v v v D O'JE=21IA Nr C iR�3 H, TCURB tuRo C-NTER sL' ADOPTED LETTER SUFFIXED PLAN VIEW CITY i R/Vv LINE OWNED of =o,_E R E . � ROAD\4'AY CLEARANCE FROM DRIVr-u'-'A'( LST DATE: 10/30/96 DATE REVISION BY FAPPWdD DWG. NAME: y TYP. CONIC. PAD R.�VI LINE ® °®°® _ SL 18'-3" � 23'-3"3TC.18L�01880.2190 SIDE4VA_K D D oo D O D d A ea4 e V I /._ . STANDjLftll PLEINS -- - LST DATE: 04/04 DVa'G. [JAVPIE J014 SP PAGE: J014 CONSTRUCTION OF PAD 3 4 J O 0 RaA,1) AY 6 4 ° D D ° 1' 2 TD �1 % o ®v v v D O'JE=21IA Nr C iR�3 H, TCURB tuRo C-NTER sL' ADOPTED LETTER SUFFIXED PLAN VIEW CITY --- R/Vv LINE OWNED of =o,_E R a a Standard plans � ROAD\4'AY CLEARANCE FROM DRIVr-u'-'A'( LST DATE: 10/30/96 DATE AL ERIN ATE PLAN J E V'! , �SrDEi'dA1_K r-� PLANTER STRIP STREET US RT C0I'd1DUIT TRENCH DEPTH 24" TYPICAL STREET EIGHT FOUNDATION LOCATION N Z ® °®°® _ SL 18'-3" � 23'-3"3TC.18L�01880.2190 Rif D D oo D O D d A ea4 e V I 4 = \�\ �I 2' TO 4' TAPERED ALUM. POLL `T' WALL 21 TO 4' AU -01' 6063–T6 SAWN GROUND EINISi-1 HANDHCLE"x6" OPENING I/ JOVER A S.S. SCRE'A+ GROUND LUG INSIDE POLE IN,IDE MULE STREET LICHT CONDUIT L TRENCH DEPTH 24" ALTERNATE STREET CROSS SECTIOhv1 LIGHTING STANDARD & JUNCTION BOX 7' o ---v ov o ov ° ®ov o �o/� ®®�ov ® o o ®® o ov 411 ° v o D A o v ®v d®® / ® O O ° 0 PLAN VIEW ®° ' i O O ®o °® 0 Ao 3 °> �__o ®v ° v Dv ® o® VSTREET LIGHT POLE JUNCTION BOX 9 D ® ® � 99 SIDE VIEW ° v D v v D ®® ° 0® 4 DEEP 0 oA °v® o 0 0 0 1 vo I I v ®0A A I 0A A vo o®o -- 0 QA 0 NDVIDUAL JUNCTION BOX ovo° o°®°ovo � ® v D LIGHT BASE AND JUNCTION BOX LOCATIONS ® °®°® ADOPTED CLASS 'B' CONCRETE CITY OF RENTON D D oo D O D d A ea4 e V I /._ . STANDjLftll PLEINS -- - LST DATE: 04/04 DVa'G. [JAVPIE J014 SP PAGE: J014 o LLI ® A ® °®°® NOTE: CLASS 'B' CONCRETE ® D 00D Q -P(') D D oo D O D d A ea4 e V I I TO BE USED IN A o F- ®Ao I L_ CONSTRUCTION OF PAD 3 4 J O 0 VIEW 6 4 ° D D ° 1' CONCRETE PAD DETAILS 0 D o ®v v v D C 8 Y 0 ADOPTED LETTER SUFFIXED PLAN VIEW CITY CITY OF RENTON OWNED OWNED ,p ® Standard plans 0 LST DATE: 10/30/96 DATE REVISION BY FAPPWdD DWG. NAME: JR -07 SP PAGE: J00 MOUNTING HEIGHT 15 FEET r INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50°F OR ABOVE. NUMBERING EXAMPLES 1 po�® °a®a0 P-00. D® o Q 4'y ® D 00D Q -P(') D D oo D O D d A ea4 e V I I -P- 2 L___ 5 I L_ -- 3 VIEW SIDE VIEW 6 4 7 C 8 LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWE=R OWNED OWNED CURB O� SCC 45° TRAFFIC FLOW PLAN VIEW DECAL: RELECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND 0.188 WALL BRACKET ALUM. ALIJOY 6063-T6 1/2" BNC LOCKBOLT GR. 18--8 S.S. FLUSH JOIj T --'� 4-1/2„O.D. TAPERED ALUM. POLE 0.188 WALL ALLOY 6063-T6 SATIN GROUND FINISH SIZE AS REQUIRED 8” 4-1/2" 0. D. 2" N.P.S. SLIPFITTER 5-9" RADIUS 2° 151 HANDHOLE. 4"x6" OPENING W/COVER AND S.S. SCREWS 8" 0. D. BASE FLANGE ALLOY 356-T6 WITH ROUND LUG BOLT COVERS & S.S. SCREWS f V-6" — [-,-11-1/4" SQ. 11" TO 12111 DIA. BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE (4) 1" B N C GALV. STEEL ° ANCHOR B 0 0o D ° . 4' STANDARD 25 FOOT DAVIT POLE NUTS AND WASHERS D 4"- **iam ADOPTED CITY OF RENTON Standard plans LST DATE: 10/30/96 REVISION BY APPR'D DWG. NAME: JR -01 SP PAGE: J002 TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7'-0" - VARIABLE - �1,-699 0 -41'-6 1' 1' 4" o01®° o D o D A,I IA L J D a °e FRONT VIEW STREET LIGHT STANDARD DECAL NUMBERING SYSTEM Y O ADOPTED CITY OF RENTON ® Standard plans IN LST LST DATE: 12/96 DWG. NAME: JR -09A SP PAGE: J1,009 2" KI D C CI IDE-17TI7-D SINGLE OR DOUBLE MAST ARM AS RE-nl1IDE-F) DATE 39—o" MIN. SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD I 39-099 IIo�D po�® °a®a0 P-00. D® o Q 4'y ® D 00D Q -P(') D D oo D O D d A ea4 e V I I L___ ---J I L_ -- FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "C" CONCRETE PAD I� 49-019 I I� 31-0"-1 C. 0op D °° ooaD o4yo> ' ®m°®oe I I I L -------J L_ ---J FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS 2" BY 3/4" REDUCING WASHER 3/4" ROMEX CONNECTOR WITH LOCKNUT OR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT MAST ARM WIRING DETAIL 2" STRAIN RELIEF DETAIL Y Oo ADOPTED CITY OF RENTON ® Standard plans N LST DATE: 10/30/96 REVISION I BY IAPPR'D DWG. NAME: JR -05 SP PAGE: J006 LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. - 1111111 YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN 30 BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRSTOTHE SERVICE). 71`..:2 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR CCMPLjANI,Ca try TO CITY STAN DARQ§- c)ivi, f a DAT. , �N-® " .d f DATE H w ry w ® KI I Uhf LUUAL TYPICAL DESIGN "B" ITEM TYPE 1TYPE - I JUNCTION BOX ,9 ALTERNATE A ALTERNATE 6 TYPE 2 1/4" MINIMUM A Box Outside length 22" 22" 33" L SPLICE KITS GROUND LUG DRAIN HOLEd o CLEAR EPDXY SPLICE B Box Outside Width 17 17 22 1/2" 2" MIN. GROUT C Box Inside Length 18" 19" 28" 3/8" X 2" LONG PIN HEX KITS ON ALL THRU , WIRE RUNS UNDER POLEVF OP OF CONCRETE I E D Box Inside Width 13" 14" 17" _ �, a SECURITY SCREW S.S. (TYP.) BASEOUNDATION TO E Lid Len th 18" 18" 26 1 2" 1/1- DIAM. HOLES 4 CONCRETE E LEVEL WITH I ® PAD 5„ OP OF SIDEWALK F Lid Width 13" 13" 17" COUNTERSUNK99 ,9 „„ PLAN VIEW g R CUP. DIAMETER = 7 �” G Box Depth 12 12 12 _ / H Lid &Frame De th - 1�I1- o° ° -1�11P ILII- 5 16999 -�- LL_® =1111®III-1111 a®=III-III=III- I-= 11=1111=1111 14 X 19 AND 17 X 28 8 BARE — d® J Wall Thickness Min. 1 1 2 1 1 2 1 1 2 99 ,9 99 COPPER ®° ®�I1i1=1111=1111=1111 K Wire Reinforcement W-3 W-2.5 W-2.5 GROUND WIRE 1111- L Le end See Detail See Detail See Detail GALVANIZED HANDHOLE LID II I � DRILL THREAD FOR 1—#8 GREEN GROUND ELEVATION VIEW CLAMP 4' LOAD LINE ITEM MATERIALS 3/8" DIAM, BOLTS I GALVANIZED STEEL BAR a 1" WIDE, 1/2" THICK II1/4"1 FUSE " Box 6000 PSI concrete See Notesg 2—(SIZED AS REQ D) PVC CONDUIT 1 /� * Frame Diamond Plate Steel - A786 w 3' LIGHTING SYSTEM SYSTEM BELLENDS�' 1 /8" (oil o ®-1 /�" � Lid Support 1 8"Min. Thick Steel C, L or T. - A36 MSN. "'"#' ON °°"°°'T MAX WIRES TO CONTACTORLJ �• CONCRETE Lid Diamond Plate Steel - A786 5/89,��, FOUNDATION 3, SQ CUTTING RINGS Anchors Steel Wire or Tee Plate 6" GRAVEL Q) COPPER—CLAD OR DIA. Reinforcement ASTM A-82 Steel DATE GROUND ROD GALVANIZED STEEL TYPICAL JUNCTION BOX INSTALLATION DETAILS RECOMMENDED 0 FUSE KITFOR APPROVAL LEGEND DETAIL (Mark L) `n � TYPICAL TYPE 'I' BOX BY SIGNALS z �Gix1x3 16, ,��« TYPE 'II' BOX T -S 0 LIGHTING TI 9 BY LIGHTING NG TS—LT HOOK UNDERGROUND TRAFFIC SIGNAL SYSTEM LEGEND (2Hw pE Lid) PLAN SYMBOLS TELEMETRY c� oo�� P� Lid) gY SYSTEM FUSE KIT & SPLICE KIT DETAILS M JUNCTION BOX DETAILS CHECKED FOR COMPLIANCE ®�® TO CITY STANDARDS Y O� ADOPTED �� Y p� ADOPTED LT Y p ADOPTED CITY OF RENTON O CITY OF RFNTON / CJ DATE -Form Letters with 1 >3" Weld CITY OF RENTON ® + + 1' Nom. ," Nom Bead. Grind off Diamond C) Standard plans _ Pattern before forming DATE P Standard glans letters. ,p ® Standard plans LST DATE: 12/96 �'Q`N 0 LST DATE: 11/5/96 ILLUMINATION SYSTEM LEGEND �`N `O L,S`l' DA'jE: 1 1 /8g DATE m REVISION BY APPR'D DWG. NAME: JR -06 SP PAGE: J007 DATE REVISION 4YAPPR'D DWG. NAME: JR -12 SP PAGE: JO13 DATE REVISION BY APPR'D DWG. NAME: JR -36 SP PAGE: J016 WO 2 M. iitr I�` ��=rcca. �� o P E E T L l" H T; ;1, � ,, � I T .'._- T,' P h: � I E T I -i ! 11 I z I I .v,•I i,__ T 1-'--"E III E'. w'IE I 12� �11.WI C',LT 1 i SIZE AS REQUIRED ��'� i r I- 0:188 WALL BRACKET �"I 8 20 ,9 ALUM. ALLOY 6063-T6 -, - 4-1/2 2 N.P.S. t'— " 0' D. SLIPFITTER7,11 = I i .: rLE I :) r LT I t 11 1 /2 BNC LOCKBOLT 5 -9 RADIUS' C I IT] F oe 2 x o GR. 18-8 S.S.— S'2' .S.— o o 0 FLUSH JOINT 1'-2" n_ JL 4-1/2" O.D. w n IILT n TEtI1_114 m ;r Lli TAPERED ALUM. POLE 0 0,188 WALL ALLOY 6063-T6 111 SATIN GROUND FINISH 30'-0" 23'— IE13 3" rLt , _• I & .ter >'I a �Tr� tit, T az9 M SHAFT I U.T. € FCR i43"a Kat y rrljTR,NCZ E3, ^q[ffl 1ICT TS EU'3 I /PK _F'EC. -- .'TILIT i" UF- , COMPONENT SC1IE0LJLE 11 M lURB LE 100 „MPI 4 IA'Ae Apt �AFcTf ,%XET TrFE, 5T.' -I AT 9;L4 FJ`1TON .;' �Ti-EET LIa3NTh!�: fC+`4TRA11'TQR TO `ITEf!TY ,rla�� UTILITY, 151 HANDHOLE. 4"x6" OPENING 89, O.D. xNLnrr� 120/2,104t+.c,+a AIS , lin L, skl,;_.:��Nr Eal W/COVER AND S.S. SCREWS draTNE;jC�jE nA ECT_CfT 14A R�: G'CIJIT 4:IRE3 Tom, LI+_HTIHI_ 1-1Tr1!) Int".IPa BASE FLANGE ALLOY 356-T6 WITH GROUND [UG r ,I ! Z_'?ti l 11,LUMINAlIfill BRANCH BOLT COVERS & S.S. SCREWS 16_641 I H n ELL T4 -ssl;:i_Nu 5r>af1 -�IcPtAL 18PANCH r, ,,,�>II kL� 1-1'1 c c11rF�� Lr r LIGAN, rf.,4 t E r:E_T 1-11] 1 0.01 PI'_'t FAUr P_+�ErlAc'LE di1A11l"H +ritrlC E3i;fj8101 z 11" TO 12" DIA. a '°W ' E i BOLT CIRCLE,> raiittci ?: Hcy NG PA' n, 30 ',ih 4 PULL,120 Wk,, r.01, _Q, ;g�1C,�i�AT�1Vr)��r. JANa� 4 1/2" OF BOLT ABOVE 4 CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV. STEEL 1,4] r�i��11r�� Eo"x r� I7F«cT� I1rlolc jt.L�:ir�lu %I•�'€.. !a PHOTO -CELL tra.� , a3§Twtt, SPP ,5 A -M 277 VAC. P-1 ANCHOR BOLTS WITH 4'T` I(,[1 �yar��r NUTS AND WASHERS 4„ E j au��o FAULT f E[CCKA 1° 1E0 1A0, LIINLEX 210AHITE ET I'I E 1TR_FL'I N1%IA 7, F��krt�€CM11T, P2 CA PI §.r,..Ai.`IA�,11?i.o a7Fr. CQf,3zTf",LI r , Z FtEENE AND CASKE TED VD,I TS REEi1 :;'ET 1n,'I i LOVt ,S: HEAVY DWY UNPPALED WhC`S (UFMf"«r. IVE) r lSAI1L S D LT HANDLE PAP I.Q Apl,r MER. i4CP,,STANDARD 30 FOOT DAVIT POLE SERVj_l CABINET FOR rTiT'ET CONTROL E '', EEr�, r.r'.:-E srII"E CE:tf� �:�r%I GhMILIrION }f0 rI�61 aF R, II �r 3, rMNDOW N' METER DOOR ' 1 T'AT�'E It Sl ;N B Pt11 �r Eek t41 +r 4 �1.a r C�,TTIN H I Hf'�I`'GI`I s `1r P CARD 1-CHIER Y _ ' � 4I1G?F' l 't) ADOPTED ,'•_ L j H r3 `�J , c� FI1"$H, P aEn``_R . 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SHRUB PLANTING DE TAIL f I IM I 9 i v� 15 PadficWillowl@ ft laslandra - - as shown (S) 33 ® a 2gal as shown (D 95 Picea mals s shown (D 21 wwwowqwk Malay (Pyne) &am d@ as gam ® 15 OmPnAsh ® & A9 2gd. a dmn BUFFER ENHANCEMENTPLANTING LIST ONTY 00 NNcomus Red-osierDq 5f 6'F - - Drawn by TS Checked by. @ kv WOW a ® a 2gal as shown (D 95 Nb* TWNWy ® In s shown (D 50 &1monbeny Rubus spedabills 2gal. as shown O 70 a l® as shown as shown Rm Q BUFFER ENHANCEMENTPLANTING LIST ONTY i SEP 18 201 Sewall Wetland Consult`"i:Ai/, 27641 Covington W®y SE #2, Covington, WA 98042 253-859-0515 Fax 253-852--4732 Job No. - If -121 Designed by - - Drawn by TS Checked by. e SEPT. 2012 SHEET W-2 F 30 Db WIN Fir @ ffmaawl as shown Q cascara Rhamuspuishlans 2gal. Malmo SHRUBS ® @ Acar a m shownas 75 HaWnd 2gal. as shown70 lndkn Rum 2gal. 0&7Y&* 0925MMk as shown 0 as shown Rubw spw&Mk as shown EMERGENTPLUGS Y q !� 18'v® r it Jf' + f 1300 SloughMug 180OXperdeiall +++ 13W Snw11Fmftd8u11hmhf T i SEP 18 201 Sewall Wetland Consult`"i:Ai/, 27641 Covington W®y SE #2, Covington, WA 98042 253-859-0515 Fax 253-852--4732 Job No. - If -121 Designed by - - Drawn by TS Checked by. Date: SEPT. 2012 SHEET W-2 F M NE f yx� 1 u s.= a WETLAND 1,591 SF IMM M F.II�: Q M WETLAND B a Note.- ase map providedr e y of Sewall Wetland Consulting Wetland Delineation. K I G 02 B13 B) 46 ®® ® ®� ®®a®.®® ®.®®e 15 C1 B16 WETLAND B CAT.2 ®® W) 736 F ®��6 B1 7f - w m ETA C ®.®.m®®®.®.® AT. 1,149 SF Cal v Of sir. °,reit",e Division 3 Z02 a�.g s t a ap MA w. o � g s 02 a� � x A m i w 3 � � V CAT. 318 1,595 8F 71 < A „ F' / Y ,2 ° a 19 u._o_ w .mrd zz q v 68 SF g E : b _ s. 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I -. . ......... .... . .. . .... „i vi ++ +T t 1 + ......... � T T i — �\ + I - -— — T + / I ... ......., f 1 \ ) ......... ...._- + ry� ° — + -I- + + I I I: + + i F,o�,1 , ' , — ;� + + +'�_,- _ --I. ° I' %�+IIr\� — +' I- s+ I \\Ila n�s _ _ I— T + ' F ;-� � -� IS+ — --— _ _ A �+ ��//+ „.Y _ — '._.. - -_�__ ....... ......... ........ ....... _ .I- _ _ .+ + - - '.:; ° + + + + r + --+ �� + — I }� + :rte +v + r , +� ° X111Y I +i + + f � p i'% T�i \ %. .;,sem, i �_. r lr +T r �1. / f' I , I r+ � r;I � �I 1 I I � E "� I r .r \ + l „l -ate ° + 6 ( _ — i X sF\ + I I .'1 \ l + \iTAN + i 0 \� ............. :.: .. .:.... + - + I , r IST `+ -1 a ]'! + + t' �T \ .r I %\ �- , z a - I '/ + + . ,.......... -� : �— -- ..... 1. -. � +', + - .. I I O 'R'�^ 11 .. T l N \� r , t I T+ o\ ;I , ++ + + - :c \ ;1 , t . . dI I ++ ~ CO IFER PLANTINGS `\ ./ lr e s \ \ i / F VISUAL BUFFER `i , t .......... ..... ....... MR MINI Mw 100 MINI MM NM Mu ....... .... \ _,.:+ S 'I � — Em NN MwAT,///, ...... Im I= mm MM Ew IN= EN Em sm RM t t I :. _ \ j y ,r t wa + + + + + + + + 7 + i ........ .... ,t , ......., T T . T l r : l a dscape Pan ou Mid .. az ..:� „, �-� ',".3... '€��, :. �d n� 4 a STATE OF WASHINGTON REGISTF2ED LANgSCAPE �kmyjj II t /''kg leen radley wader Cerkifi e c5, 5 6 REVISION No.ate D By Uvisio ! scale Ili = 201 ®u Designer i Sheet iso, _. L-2 0{ 5 Sheets LA EXISTING TREE(S) TO BE REMOVED - DEAD, DISEASED, FOR LOCATION. _1 -+- 14 c II , \ I S I I +++ � I++ r.+ + r I I T T ,,ice i ,- .I- I r +� - T + - — + + + + + + T r T + I-T�I- + T + + + + - - T + ++.I -j- - + +T+ + + +� - +T+ + 1®` SITE OBSCURING BU�FER PLANTING Iuj — DECIDUOUS TREE IN ITE OBSCURING BUFFER / PLAITING � � � / — EV �RGREEN TREE IN SITE OBSCURING BUFFER PLANTING 6'SOLID WOOD FENCE LOCATED 12' WIDE _ ON PROPERTY INE - END WATER EASEMENT � (See Detail Sheet L-4) I EXIS ING TREES & SHRUBS TO REMAIN - INFILL ITH PUPPLIMENTAL 71_�7Z_ BUFFIER PLANTINGS T® MEET PERIMETER BQFF R ST�NDARD.co REFUSE RECY I LE AREA SCREEN PLANTING �. �W%a ``� o°° °°SEC UVETL N �IVI TIG aTI®fel ,,: PR i 1 EPA RE �Y" D SEti1VALL WETLAND , . m _ m CONSUL. (IVG.. T F®R PLANTING IN OF TRE SITE ` a i r V I - r I ° `✓ 0 00 ©° i, 1 I u , v I ry r I I — \\ + + + ,- T 1= ++++ ++++++ � l + ;- + + _ + + + - + A �' F +,IT++ °o0ou P°ooh I. I v 1. v .. _ l ` + 1 _I_ r T �� I I 1'' 1�\ d` . \ "Ia\ I +'/! Ij\C\' r! M + + + + + T I. +' I_ T I_ u©sumo + + + + _ I.®F �. \;` + P_ v I\ - + T / \ E E .AND MI°TIGATIGN'PLAN- + + + - .I. + I T�(�'\ \ �I}\«4a T i __ I 'o m„ ��`.•\ '++ + - " i Fj + + + G/%T+ + \ Pik E IY.,SEVVALL WETLAND _� F T +,_ + T+, T ++T ��%+++ _..+ O I- '� + F -1 T \ { -1. _I_ _ + i 1, e \ °� \ ...__ T I I, �I, � � 1 � I _.� ��' ,,: TT _-` I°+�\ � `/', L NG I°CR PI^AN�ING �i�l T +1 +� \T�+ �+ + IT t I. / + I H +/ + ° f. \ ....... + �� I+ l d°©eros �''-. I I I . + + iT T - J(Ii�i�\ I I I I f r' \ _ _ + v.o - IV T + + - - T J / REFUSE & RECYCLE ARBA}� - . l i I + — r., KIOSK SSCREEN PLANTINI NF® \ L + T+��+ i III + i\ a� °® ,A + of �` I + : +I + + + v ..�� y� --- •',I ., -I �i �I + - - r °+— RE BUILD G P I �I \v � ,L\�0, FIRE PI _J fol T®CCR L NGROOM \ maoe T r. + + I + " I \ T T' + ARCA (PERVIGJ AVER + + L�A /..•.,.. : ++ + r + + + + -r. °I I + I. I y .. ...I ;I;_i �'BUILT-IN \\I + I + ' ( ,T 1-- _ .I + � _ �t6 .. II T+T BBQ & BAIL "%'�� A _F �i T + T - - _,-"w_ T .,i. ,\ j�• v , , tie V A /� A o °m —�,..� .�.' + .I-°�I, + ++..— Ili �'• /�- ''tA�\,A�`•~ io 0 '+�I:.� . 11 . + - -�o+LAWN ' "v� �V + ..... .. ++ v A / ° + fVII.......... ----- ------ --- - ---- JJ _ y �v; + T r Ae ® A � ✓� �`, •i \ T . + + + �I �� - - ------ ---------- -- j+ A=SIS RU E (5-12 KIDS) + r + + IVA:OOD EDGING T� I�12AHtPS-IITHSLY T r+b + ++ ®® +y + I >, - — L BENCH , ACKLESS META_v \ —+++ n® + RE / + .. ... ..... . I�� ....,..... _ — ... ..... .. + I- + - _.. 1 + + + .... ...'.' . ' ",.r v ++ + + + + d A +—, ,. .I_. .. I -. . ......... .... . .. . .... „i vi ++ +T t 1 + ......... � T T i — �\ + I - -— — T + / I ... ......., f 1 \ ) ......... ...._- + ry� ° — + -I- + + I I I: + + i F,o�,1 , ' , — ;� + + +'�_,- _ --I. ° I' %�+IIr\� — +' I- s+ I \\Ila n�s _ _ I— T + ' F ;-� � -� IS+ — --— _ _ A �+ ��//+ „.Y _ — '._.. - -_�__ ....... ......... ........ ....... _ .I- _ _ .+ + - - '.:; ° + + + + r + --+ �� + — I }� + :rte +v + r , +� ° X111Y I +i + + f � p i'% T�i \ %. .;,sem, i �_. r lr +T r �1. / f' I , I r+ � r;I � �I 1 I I � E "� I r .r \ + l „l -ate ° + 6 ( _ — i X sF\ + I I .'1 \ l + \iTAN + i 0 \� ............. :.: .. .:.... + - + I , r IST `+ -1 a ]'! + + t' �T \ .r I %\ �- , z a - I '/ + + . ,.......... -� : �— -- ..... 1. -. � +', + - .. I I O 'R'�^ 11 .. T l N \� r , t I T+ o\ ;I , ++ + + - :c \ ;1 , t . . dI I ++ ~ CO IFER PLANTINGS `\ ./ lr e s \ \ i / F VISUAL BUFFER `i , t .......... ..... ....... MR MINI Mw 100 MINI MM NM Mu ....... .... \ _,.:+ S 'I � — Em NN MwAT,///, ...... Im I= mm MM Ew IN= EN Em sm RM t t I :. _ \ j y ,r t wa + + + + + + + + 7 + i ........ .... ,t , ......., T T . T l r : l a dscape Pan ou Mid .. az ..:� „, �-� ',".3... '€��, :. �d n� 4 a STATE OF WASHINGTON REGISTF2ED LANgSCAPE �kmyjj II t /''kg leen radley wader Cerkifi e c5, 5 6 REVISION No.ate D By Uvisio ! scale Ili = 201 ®u Designer i Sheet iso, MFW9! L-2 0{ 5 Sheets Project Manager MFWPrinciR'B R Date 26 Nov.2n12 Phase DD -2 Project No. 11031 w % -- --- -------- ------ — -------- U) EXISTING TREES TO REO�J'N FM V SOF TRAIL (FINAL ALIGMENT WILL BE _0 DETERMINED IN FIELD TO U) MINIMIZE SITE DISTURBANCE) SEE ONCEPTUAL WETLAND MITIGATION PLAN IV, PREPARED BY SEWALL WETLAND CONSULTING % MITIGATION'PLAN- FOR HIS ARE OF THE SITE D SEWALL WETLAN `bR-PLANTING IN HE S1 v /A11/1 71VA . ......... '.'INFO KIOSK A� .4, % % -5 mma - - -- ------- 1,"J moo —J + + % EE WETLANb, MITIGATION PLAN + PREPARED BY SEWALL WETLAND CONSULTING + - + FOP �,PLANTINQ IN THIS ARE OF THE SITS 4t, 0 + + + + + t -/t, + + SEE WETLAND MITIGATION PLAN + +1 + v PREPARED BY SEWALL WETLAND CONSULTING FOR PLANTING IN THIS ARE OF THE SITE L --J+ a OC --b r % / \\\ o°° r.. I °°° EXISTI, G TREES TO REM IN BMJ + + + + + + + + + + + + + 3 + + + SOFTTRAIL + + + + (FINAL ALIGMENT WILL BE + DETERMINED N FIELD TO/ MINIMIZE SITE DISTURBXNCE) z + + + + + + + + --- --- /A ++ + + /+ I + /4,-+-+ + + + 0", + </ n M M Preliminary Landscape Plan in East M 00W& M9" rmw APR%, Ap"b-, 6 � STATE OF WASHINGTON REGISTERED LANpSQA�0,ARqHJTEQT N P,r,adley ader Certifidate.Nv:576 DC51gW Sheet No. MFW L-3 Project Manager MFW Ifln I'M of 5 Sheets Date 26 Nov.2% Phase QQ-2 Project No. 11031 > �TION PLAN -- ®L WETLAND,J . .. .... AEE WETILAND -Mll-� G, . ..... . ...... A14TING IN....il' Lu, % PREPARED 8Y.SEWALL WETL G E -FORPLANTIN G IKL..THISARE OF THE S1 U u A V) w % -- --- -------- ------ — -------- U) EXISTING TREES TO REO�J'N FM V SOF TRAIL (FINAL ALIGMENT WILL BE _0 DETERMINED IN FIELD TO U) MINIMIZE SITE DISTURBANCE) SEE ONCEPTUAL WETLAND MITIGATION PLAN IV, PREPARED BY SEWALL WETLAND CONSULTING % MITIGATION'PLAN- FOR HIS ARE OF THE SITE D SEWALL WETLAN `bR-PLANTING IN HE S1 v /A11/1 71VA . ......... '.'INFO KIOSK A� .4, % % -5 mma - - -- ------- 1,"J moo —J + + % EE WETLANb, MITIGATION PLAN + PREPARED BY SEWALL WETLAND CONSULTING + - + FOP �,PLANTINQ IN THIS ARE OF THE SITS 4t, 0 + + + + + t -/t, + + SEE WETLAND MITIGATION PLAN + +1 + v PREPARED BY SEWALL WETLAND CONSULTING FOR PLANTING IN THIS ARE OF THE SITE L --J+ a OC --b r % / \\\ o°° r.. I °°° EXISTI, G TREES TO REM IN BMJ + + + + + + + + + + + + + 3 + + + SOFTTRAIL + + + + (FINAL ALIGMENT WILL BE + DETERMINED N FIELD TO/ MINIMIZE SITE DISTURBXNCE) z + + + + + + + + --- --- /A ++ + + /+ I + /4,-+-+ + + + 0", + </ n M M Preliminary Landscape Plan in East M 00W& M9" rmw APR%, Ap"b-, 6 � STATE OF WASHINGTON REGISTERED LANpSQA�0,ARqHJTEQT N P,r,adley ader Certifidate.Nv:576 REVISION No. Date By ixWJ Ivuv. 2 �,jl Scale I" = 201 - 011 DC51gW Sheet No. MFW L-3 Project Manager MFW Ifln I'M of 5 Sheets Date 26 Nov.2% Phase QQ-2 Project No. 11031 CL U u V) Etwo E C) u > C) z C) 0 IM 0 0 REVISION No. Date By ixWJ Ivuv. 2 �,jl Scale I" = 201 - 011 DC51gW Sheet No. MFW L-3 Project Manager MFW Ifln I'M of 5 Sheets Date 26 Nov.2% Phase QQ-2 Project No. 11031 Provide min. 4'-0" high protective mesh posts at dripline of existing trees and vegetation to be protected during construction PNn In areas where'construction activity may cross into dripline, place 6" of medium size wood chips and cover with a metal plate 1111111111 iiiqll�1911 - fli AM Sal t ection Detail (Not To Scale) 2x6 CLEAR BEVELED CAP 1x6x6'PT OUTSIDE RAILS ZyLET_'5tELEE_T_1ULn WIJJV.��q 1x6x6'SELEGT TIGHT -KN* F FIELD BOARDS 1x6x6'PT OUTSIDE RAILS — 2x4 PT SELECT TIGHT -KNOT PT NAILER RAILS FINISH GRADE PRIVIDE 111RZ2—`CLEATbkNC7E 2x4x8'PT POST @ 8'O.C. MAX. — APPLY TWO COATS OF OLYMPIC STAIN COLOR: PER OWNER'S SELECTION MIN 6' Solid Board Fence Detail . . ......... "", =____ V ..... + M � _7 ... ............ . . . ..... .......... . ........ ........... ... .. L J + ........... V + 4 + .......... �, A l� ............. ............... ... + + REUSE ,I& REC CILLAREAI. I + +++++++. + REEPLAN ING + + ................ . . . . . . . . .... ............... ............. ....... _++ + + ....... ....................... .................... ......... .. .. . ......... ... LAWN. . ......... .................. .... ............. + + + 4 k f + INC— ........... . ............ ............ ..... . + ....... ............ . ... ... ........ ....... ..... ...... ... . . ... ... .... ... ... .. 1 . ... . ................... . ...... ........... ........ ......... ........ I I .... ... .... ................................. . ....... ............................................................. ........... ....... M . ......... .......... .... ... ........ + + ................... .. .. . . . . . . . . . . LAWN . . . . . . . . . . . . . . . ................. . . . . . . . ...................... . . . . . .Tr + WATEP '�/AUIILT INFO KIOSK M a Preliminary Lan ��an� STATE OF WASHINGTON REGISTERED LANDSQA"Rqfl,ff_EcT —4, Ntfle I radhey Ridader rtill -1576 Z > 0 L*_ 0 0 X-1 REVISION No. Date By of anning Divislor" NOV 2 IQ, 201i Scale If' = 201 - 011 Designer MFW P.ject Manager MFW "Inclk'BR Date 26 Nov.2012 Phase DD -2 Sheet No. L-4 Of 5 Sheets ...... ..... + M ............ .... ......................... ...... .. ........ ........... ... .. L J + V + + + + REUSE ,I& REC CILLAREAI. I + +++++++. + REEPLAN ING + + ................ ............... ............. ....... _++ + + ....... ....................... .................... ......... .. .. . ......... ... LAWN. . ......... .................. .... ............. + + + 4 k f + INC— ........... . ............ ............ ..... . + ....... ............ . ... ... ........ ....... ..... ...... ... . . ... ... .... ... ... .. 1 . ... . ................... . ...... ........... ........ ......... ........ I I .... ... .... ................................. . ....... ............................................................. ........... ....... .................. ................... ................ ...... + + + ++I + + + + + + + + + + + �_+ + �,+ 7 . . . + + +++T+ . . . . + ++ + + + + + + + + + 12 j + + M a Preliminary Lan ��an� STATE OF WASHINGTON REGISTERED LANDSQA"Rqfl,ff_EcT —4, Ntfle I radhey Ridader rtill -1576 Z > 0 L*_ 0 0 X-1 REVISION No. Date By of anning Divislor" NOV 2 IQ, 201i Scale If' = 201 - 011 Designer MFW P.ject Manager MFW "Inclk'BR Date 26 Nov.2012 Phase DD -2 Sheet No. L-4 Of 5 Sheets 2'° layer mulch, feather away from trunk Mound soil to form basin 6°' above grade rt1 Fertilizer tablets quantity per 50 native & 50 topsoil mix 6" ��, 1=1 III i- manufacturer's recommended application rates �I I li ii it I i� III— I I—III-1 I I__, I-1 — I I—III—III—III—I 11= Cut and remove burlap from top 1/2 of 12°' greater than ball. Remove all treated or non bio -degradable material. Root ball width Conifer Tree Ranting Detafl- (Not To Scale) Fertilizer tablets quantity per manufacturer's recommended application rates 2" layer mulch feather - away from trunk Mound soil to form 4°' high basin \III \%t1\ -__ \\ 50 native & — Provide 6°' clearance n I —III—III I - root ball and edge of plxanting 50 topsoil = mi ` , jtE h Y } %/ = pit. Cut and remove burlap from top 1/3 of ball or completely remove *remove all treated or container* =1 I l s nonbio-degradable materials Slope conditions Shrub l a fl (Not To Scale) 2" layer mulch feather away from trunk 50 native & 50 topsoil mix Fertilizer tablets quantity per manufacturer's recommended application rates 'I gal. or 4" potted plant material Mound soil to form basin 11 s� C 3" above grade. \VAS III—III= � � r Provide 3'° clearance `IIS -3„ between root ball and a Equidistant edge of planting pit. spacing Use knife or sharp blade to cut / through bottom half of root ball. Butterfly rootball to bring C the root system closer to the surface. Groundcover Planting Detafl_ To Note: All iron Work to be powder coated aged bronze. (Provide sample to Landscape Architect prior to final powder coating for approval). Arbors to match style i ree Planting Detail_ (Not To Scale) a P P V �. �® O P Locate tie 4' min. o a P not allow wire to touch tree. Tree and wood stake to Above finish grade °per a ® P P Tree secured to stake with Wonder tree o Remove after 1 year. p p °P Pa p �P ° ° tie or approved equal. Make and tree to 1 -year) p ® Locate tie 4' min. P be in vertical position after installation. Locate tie halfway between p p Remove after 1 year. Lawn or Mound soil to form basin 6" above grade planting bed 7 50 native & 50 topsoil mix Sidewalk a 1x1 Wood stake or lodge pole driven at Locate tie 4' ruin. Above a �o v edge of root ball to a depth of 2-0°° into finish grade. ball. Remove container & center root ball undistrubed soil. Fertilizer tablets quantity per *remove all treated or non manufacturer's recommended 12°' greater than 2'° layer mulch application rates Root ball width Lawn Sidewalk Note: (trees in lawn areas & within 4' of paving) install (avoid mounding against trunk) Locate tie halfway between - Tree W/Root 50 native & 50 ground and upper tie. topsoil mix and remove burls from to 1/2 of P P 90° — Mound soil to form basin 6" above _ �tree Pr grade - '`G— r —, III- 3' diameter bio -degradable materials application rates Mulch area remove burlap from top 1/2 of 6°° - ball. Remove container & center root ball —IIIA _III—III—III—' I I III—III—;III--III- in tree pit* Fertilizer tablets quantity per manufacturer's 12°°greater than *remove all treated or non recommended application Root ball Width bio -degradable materials rates i ree Planting Detail_ (Not To Scale) a P P V �. Tree secured to wood stake with wonder tree tie. Do Locate tie 4' min. o a P not allow wire to touch tree. Tree and wood stake to Above finish grade °per a ° be in vertical position after installation of tree ties. CERCIDIPHYLLUM JAPONICUM / KATSURA TREE o Remove after 1 year. Tree wrap (remove after ° 1 -year) 1° x 1°' wood stake driven at edge of root ball to Locate tie 4' min. P a depth of T-10" into undistrubed soil Locate tie halfway between Above finish grade ground and upper tie 2° layer mulch (avoid mounding against trunk) Lawn or Mound soil to form basin 6" above grade planting bed 7 50 native & 50 topsoil mix Sidewalk _ \ iA\r\s\\ - - Roadway MI — f f1 II i -III—i Root barrier 4 to — • w�vA' — _ dia. Ring (see note) 6°, _ _ _ _—I III -I Cut and remove burlap from top 112 of _ —III III �_ ball. Remove container & center root ball in tree pit* Fertilizer tablets quantity per *remove all treated or non manufacturer's recommended 12°' greater than bio -degradable materials application rates Root ball width Lawn Sidewalk Note: (trees in lawn areas & within 4' of paving) install 'deep root' universal barrier ub16-2 root barrier material per manufacturer's specifications for each tree Tree W/Root B 1—UCA 51 s6 III BVI"'. 8 %JULIOAU (Typ.) Fence at Pea Patch Detail_ Planting 1 (Not To Scale) Treein Lawn Planting Detail_ To L-11 PR LMINARY PLANTING SCHEDULE SYMBOL BOTANICAL NAIVE / COMMON NAME STREET TREE AREA PLANTINGS -® a P P ACER RUBRUM 'OCTOBER GLORY'/ OCTOBER GLORY RED MAPLE � P ° o ° CERCIDIPHYLLUM JAPONICUM / KATSURA TREE oq P p a p �p 4 F IMUS PENNSYLVANICA'CIMMARON° / CIMMARON ASH ° LIRIODENDRON TULIPIFERA /TULIP TREE Tree secured to stake with wonder tree tie. Do not Locate tie 4' min. P p % -P allow wire to touch tree. Tree and stake to be in Above finish grade ° a vertical position after installation of rebar and wiring. ® _ ° Remove after 1 year. Tree wrap (remove after PYRACANTHA'RED ELF'/ FIRETHORN 1 -year) 1" x 1 °° wood stake driven at edge of root ball to a depth of 3'-0'° into undisturbed soil Locate tie halfway between ground and upper tie - 2°° layer mulch feathered from trunk 90° (avoid mounding against trunk) Mound soil to form basin 6" above grade Lawn Sidewalk 50 native & 50 topsoil mix Tl� `+' '` -°Cut and remove burls from to 1/2 of P P 6 111 — ball. Remove container & center root ball �tree Pr Fertilizer tablets quantity per *remove all treated or non manufacturer's recommended 3' diameter bio -degradable materials application rates Mulch area 12°° greater than Root ball width Treein Lawn Planting Detail_ To L-11 PR LMINARY PLANTING SCHEDULE SYMBOL BOTANICAL NAIVE / COMMON NAME STREET TREE AREA PLANTINGS TREES FAGUS SYLVATICA'FASTIGIATA' / DAWYCK BEECH FRAXINUS AMERICANA'AUTUMN APPLAUSE'/ AUTUMN APPLAUSE ASH CERCIDIPHTYLLUM JAPONICUM / KATSURA PRUNUS SAGENTII 'COLUMNARIS' / COLUMNAR SARGENT FLOWERING CHERRY PYRUS CALLERYANA'REDSPIRE' / REDSPIRE FLOWERING PEAR SHRUBS & GROUNDCOVER NANDINA DOM ESTICA'SIENNA SUNRISE'/ DWARF HEAVENLY BAMBOO �/ \ \ ESCALLONIA'APPLE BLOSSOM'/ APPLE BLOSSOM ESCALLONIA EUONYMUS ALATA'COMPACTUS' / BURNING BUSH ` FESTUCA GLAUCA'ELIJAH BLUE'/ ELIJAH BLUE FESCUE FRAGARIA'PINK PANDA' / PINK PANDA SAND STRAWBERRY ESCALLONIA'NEWPORT DWARF' / DWARF ESCALLONIA RUBUS PENTAL®BUS / CREEPING RASPBERRY PE 1METER & INTERIOR PARKING LOT PARKING LOT TREES ° TILIA CORDATA'WINTER ORANGE'/ LITTLE LEAF LINDEN BETULA JACQUEMONTII / JACQUEMONTI BIRCH PARROTIA PERSICA / PERSIAN IRONWOOD CERCIDIPHYLLUM JAPONICUM / KATSURA PINUS CONTORTA / SHORE PINE TSUGA MERTENSIANA /MOUNTAIN HEMLOCK \ SHRUBS & GROUNDCOVER BERBERIS THUNBERGII 'CHERRY BOMB'/ JAPANESE BARBERRY FRAGARIA CHIOLENSIS / COASTAL STRAWBERRY VIBURNUM TINUS'SPRING BOUQUET' / SRPING BOUQUET VIBURUM MYRICA CALIFORNICA / PACIFIC WAX MYRTLE PRUNUS LAUROCERASUS 'OTTO LUYKEN' / OTTO LUYKEN LAUREL OSMANTHUS HETEROPHYLLUS'GOSHIKI' / GOSHIKI FALSE HOLLY SPI EA JAPONICA'LITTLE PRINCESS'/ LITTLE PRINCESS SPIREA y DECIDUOUS TREES 2" CAL. 30' O.C., B&B BRANCHED @ 6' HT. (STREET TREE QUALITY) B&B, NURSERY GROWN Z11041TA AM 1,121owd WIN - ON 11911.W7 poillial i.r O SCREENING HEDGE PLANTING FOR REFUSE & RECYCLE CONTRAINER AREAS LARGE EVERGREEN SHRUB SPECIES, 6GAL. CONTAINER, SPACED AT 3'40C PER SPECIES SELECTION ETER BUFFER PLANTING '15' PARTIALLY SITE OBSCURING LANDSCAPED VISUAL BUFFER ®_ � _ _ PLANTINGS OR PLANTINGS AND 6' SOLID WOOD FENCE, PLANTINGS a '6 HT. AT MATURITY, MIN. 50% SITE OBSCURING. 10' FULLY SITE OBSCURING LANDSCAPED VISUAL BUFFER " PLANTINGS OR PLANTINGS AND 6' SOLID WOOD FENCE, PLANTINGS C ` '6 HT. AT MATURITY, 100% SITE OBSCURING. E DECIDUOUSNURSERY EVERGREEN TREES - MIN. r Bc_. NURSERY GROWN aiEVERGREEN CONTAINER, SPACED APPROPRIATE SPECIES, GROUND P SPACED APPROPRIATE TO SP O PROVIDE 90% COVER IN 3 -YEARS, NURSERY GROWN GENERAL PLANTING AREAS THROUGHOUT THE SITE PL NGS TOT WITHDA FMIXTURE OF FULL COVERAGE DECIDUOUS B ABAND LIEVERGREEN SHRUBS WITH A MIN. HEIGHT OF 16"; GROUNDCOVER TO BE MEDIUM ®V u ACCENT TREES ACER PALMATUM 'SANGOKAKU' / CORAL BARK JAPANESE MAPLE CORNUS KOUSA'SATOMI' / SATOMI KOUSA DOGWOOD FAGUS SYLVATICA'PURPLE FOUNTAIN' / WEEPING PURPLE BEECH MAGNOLIA GRAND IFLORA'LITTLE GEM'/ SOUTHERN MAGNOLIA STYRAX JAPONICA /JAPANESE SNOWBELL ACCENT PLANTINGS - CORNUS STOLONIFERA'KELSYII' / DWARF RED TWIG DOGWOOD + + + T T + NANDINA DOMESTICA'SIENNA SUNRISE'/ DWARF HEAVENLY BAMBOO CHAMAECYPARIS OBTUSA'GRACILIS NANA' / DWARF HINOKI CYPRESS SARCOCOCCA HOOKERIANA HUMILIS / SWEET BOX FESTUCA GLAUCA'ELIJAH BLUE'/ ELIJAH BLUE FESCUE FRAGARIA'PINK PANDA'/ PINK PANDA SAND STRAWBERRY ESCALLONIA'NEWPORT DWARF'/ DWARF ESCALLONIA SPIRAEA JAPONICA MAGIC CARPET / MAGIC CARPET SPIREA TURF GRASS NATIVE GRASS AREA - SUNMARK SEEDS XERISCAPE ECOLAWN MIX. SUNMARK WWW.SUNMARKSEEDS.COM 1.633.214.7333 W WON ilia -ILOINI'l ON LAWN - SEED OR SOD HYDROSEEDED GRASS AND WILDFLOWER SEED MIX SUITABLE FOR SLOPE RETENTION, NATIVE ROUGH AREAS AND PERIMETER BUFFER AREAS WHERE MINIMAL WATER AND MOWING IS REQUIRED. STATE OF WASHIN TON REGIS E®.,i ...,, LANdSCAK_AROHITECT ) KaTkIeen 14rsddeyl6ader Certificate No. 576 X REVISION No. Date By i n o a ty 6y 8" �, Irlllifity F�iJi:�,ltirl', NOTr 201! Scale AS INDICATED Designer Sheet No. MFW 911 !fit Projecytt M�gana�er MFW Principal9q� R Date �E®/of 5 Sheets 26 Nov.2012 Phase DD -2 Project No. 11031 STREET TREES ACER RUBRUM 'OCTOBER GLORY'/ OCTOBER GLORY RED MAPLE I CERCIDIPHYLLUM JAPONICUM / KATSURA TREE F IMUS PENNSYLVANICA'CIMMARON° / CIMMARON ASH LIRIODENDRON TULIPIFERA /TULIP TREE TILIA CORDATA / LITTLELEAF LINDEN SHRUBS & GROUNDCOVER ' ESCALLONIA'PRIDE OF DONARD'/ PRIDE OF DONARD ESCALLONIA ELIONYMUS VIBURNUMLVER e/ SILVER PRINCESS RNUM TINUS'SPRINOOUQUET' / SPR®ING QUET VIBURN MYMUS FRAGARIA CHILOENSIS / COASTAL STRAWBERRY CEANOTHUS GLORIOSUS PT. REYES' / PT. REYES CEAN®THUS CISTUS X HYBRIDUS / WHITE ROCKROSE PYRACANTHA'RED ELF'/ FIRETHORN PRUNUS LAUROC ERAS US'OTTO LUYKEN' / OTTO LUYKEN LAUREL VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY TREES FAGUS SYLVATICA'FASTIGIATA' / DAWYCK BEECH FRAXINUS AMERICANA'AUTUMN APPLAUSE'/ AUTUMN APPLAUSE ASH CERCIDIPHTYLLUM JAPONICUM / KATSURA PRUNUS SAGENTII 'COLUMNARIS' / COLUMNAR SARGENT FLOWERING CHERRY PYRUS CALLERYANA'REDSPIRE' / REDSPIRE FLOWERING PEAR SHRUBS & GROUNDCOVER NANDINA DOM ESTICA'SIENNA SUNRISE'/ DWARF HEAVENLY BAMBOO �/ \ \ ESCALLONIA'APPLE BLOSSOM'/ APPLE BLOSSOM ESCALLONIA EUONYMUS ALATA'COMPACTUS' / BURNING BUSH ` FESTUCA GLAUCA'ELIJAH BLUE'/ ELIJAH BLUE FESCUE FRAGARIA'PINK PANDA' / PINK PANDA SAND STRAWBERRY ESCALLONIA'NEWPORT DWARF' / DWARF ESCALLONIA RUBUS PENTAL®BUS / CREEPING RASPBERRY PE 1METER & INTERIOR PARKING LOT PARKING LOT TREES ° TILIA CORDATA'WINTER ORANGE'/ LITTLE LEAF LINDEN BETULA JACQUEMONTII / JACQUEMONTI BIRCH PARROTIA PERSICA / PERSIAN IRONWOOD CERCIDIPHYLLUM JAPONICUM / KATSURA PINUS CONTORTA / SHORE PINE TSUGA MERTENSIANA /MOUNTAIN HEMLOCK \ SHRUBS & GROUNDCOVER BERBERIS THUNBERGII 'CHERRY BOMB'/ JAPANESE BARBERRY FRAGARIA CHIOLENSIS / COASTAL STRAWBERRY VIBURNUM TINUS'SPRING BOUQUET' / SRPING BOUQUET VIBURUM MYRICA CALIFORNICA / PACIFIC WAX MYRTLE PRUNUS LAUROCERASUS 'OTTO LUYKEN' / OTTO LUYKEN LAUREL OSMANTHUS HETEROPHYLLUS'GOSHIKI' / GOSHIKI FALSE HOLLY SPI EA JAPONICA'LITTLE PRINCESS'/ LITTLE PRINCESS SPIREA y DECIDUOUS TREES 2" CAL. 30' O.C., B&B BRANCHED @ 6' HT. (STREET TREE QUALITY) B&B, NURSERY GROWN Z11041TA AM 1,121owd WIN - ON 11911.W7 poillial i.r O SCREENING HEDGE PLANTING FOR REFUSE & RECYCLE CONTRAINER AREAS LARGE EVERGREEN SHRUB SPECIES, 6GAL. CONTAINER, SPACED AT 3'40C PER SPECIES SELECTION ETER BUFFER PLANTING '15' PARTIALLY SITE OBSCURING LANDSCAPED VISUAL BUFFER ®_ � _ _ PLANTINGS OR PLANTINGS AND 6' SOLID WOOD FENCE, PLANTINGS a '6 HT. AT MATURITY, MIN. 50% SITE OBSCURING. 10' FULLY SITE OBSCURING LANDSCAPED VISUAL BUFFER " PLANTINGS OR PLANTINGS AND 6' SOLID WOOD FENCE, PLANTINGS C ` '6 HT. AT MATURITY, 100% SITE OBSCURING. E DECIDUOUSNURSERY EVERGREEN TREES - MIN. r Bc_. NURSERY GROWN aiEVERGREEN CONTAINER, SPACED APPROPRIATE SPECIES, GROUND P SPACED APPROPRIATE TO SP O PROVIDE 90% COVER IN 3 -YEARS, NURSERY GROWN GENERAL PLANTING AREAS THROUGHOUT THE SITE PL NGS TOT WITHDA FMIXTURE OF FULL COVERAGE DECIDUOUS B ABAND LIEVERGREEN SHRUBS WITH A MIN. HEIGHT OF 16"; GROUNDCOVER TO BE MEDIUM ®V u ACCENT TREES ACER PALMATUM 'SANGOKAKU' / CORAL BARK JAPANESE MAPLE CORNUS KOUSA'SATOMI' / SATOMI KOUSA DOGWOOD FAGUS SYLVATICA'PURPLE FOUNTAIN' / WEEPING PURPLE BEECH MAGNOLIA GRAND IFLORA'LITTLE GEM'/ SOUTHERN MAGNOLIA STYRAX JAPONICA /JAPANESE SNOWBELL ACCENT PLANTINGS - CORNUS STOLONIFERA'KELSYII' / DWARF RED TWIG DOGWOOD + + + T T + NANDINA DOMESTICA'SIENNA SUNRISE'/ DWARF HEAVENLY BAMBOO CHAMAECYPARIS OBTUSA'GRACILIS NANA' / DWARF HINOKI CYPRESS SARCOCOCCA HOOKERIANA HUMILIS / SWEET BOX FESTUCA GLAUCA'ELIJAH BLUE'/ ELIJAH BLUE FESCUE FRAGARIA'PINK PANDA'/ PINK PANDA SAND STRAWBERRY ESCALLONIA'NEWPORT DWARF'/ DWARF ESCALLONIA SPIRAEA JAPONICA MAGIC CARPET / MAGIC CARPET SPIREA TURF GRASS NATIVE GRASS AREA - SUNMARK SEEDS XERISCAPE ECOLAWN MIX. SUNMARK WWW.SUNMARKSEEDS.COM 1.633.214.7333 W WON ilia -ILOINI'l ON LAWN - SEED OR SOD HYDROSEEDED GRASS AND WILDFLOWER SEED MIX SUITABLE FOR SLOPE RETENTION, NATIVE ROUGH AREAS AND PERIMETER BUFFER AREAS WHERE MINIMAL WATER AND MOWING IS REQUIRED. STATE OF WASHIN TON REGIS E®.,i ...,, LANdSCAK_AROHITECT ) KaTkIeen 14rsddeyl6ader Certificate No. 576 X REVISION No. Date By i n o a ty 6y 8" �, Irlllifity F�iJi:�,ltirl', NOTr 201! Scale AS INDICATED Designer Sheet No. MFW 911 !fit Projecytt M�gana�er MFW Principal9q� R Date �E®/of 5 Sheets 26 Nov.2012 Phase DD -2 Project No. 11031 PARCEL A: SOUTHTHE HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP %} NORTH, RANGE 5 EAST, VKW., IN KING COUNT( WASHINGTON; ` EXCEPT THE NORTH 100FEET OFTHE WEST 230FEET THEREOF, CONVEYED TO THE CITY OF RENTON BY DEED RECORDED DECEMBER 27, 1978 UNDER KING COUNTY RECORDING NO. 7012270174| AND EXCEPT THAT PORTION THEREOF, LYING WITHIN THE 60 FOOT WIDE RIGHT OF WAY FOR SECONDARY STATE HIGHWAY NO. 5C (FORMERLY KNOWN AS JOHN F. BENSON ROAD), AS ESTABLISHED BY ORDER FILED MARCH 19. 1912 UNDER VOLUME 16 OF THE KING COUNTY COMMISSIONER'S RECORDS. PAGE 5B2| AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED MAY 14' 1999 UNDER RECORDING NO. 9905141847 AND EXCEPT THAT PORTION CONVEYED TO RICHARD R. N|EWL SYDNEY J. M|BWE, DARLENE R. BJORNSTAD AND THE DARLENE R. BJORNSTAD TRUST BY JUDGMENT RECORDED APRIL 19, 2012 AND JUNE 8, 2012 UNDER RECORDING NOS. 20120419000830 AND 20120808001002 AND 20120608001093 AND DEED RECORDED MAY 29, 2012 UNDER RECORDING NO. 20120529000485. ` PARCEL El THE NORTH 100 FEET OF THE WEST 230 BB OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 N¢RTH, RANGE 5 EAST, VKM, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET FOR HIGHWAY. PARCEL C: THE NORTH QUARTER OF THE WEST HALF OF THE WEST HALF OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAS[ VKW, IN KING COUNTY, WASHINGTON. TITLE RESTRICTIONS: 1. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS, RESERVATIONS AND EXCEPTIONS AND THE RIGHT TO MAKE NECESSARY SLOPES FOR cu|S OR FILLS urmM SAID PREMISES FOR Ru*u As unxw/Eu` BY DEED RECORDED UNDER RECORDING NUMBER 1336034. ' 2. THIS SITE IS SUBJECT TO THE RIGHT TO ENTER TO MAKE REPAIRS, AND THE RIGHT TO OUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON THE ADJOINING PROPERTY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 4043,9G7. 3. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT IN FAVOR OF CASCADE SEWER DISTRICT FOR SEWER MAINS AND APPURTENANCES AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NVI&j.ER 7509278194 AND IS SHOWN HEREON. 4. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT IN FAVOR OF CASCADE SEWER DISTRICT FOR SEWER MAINS AND APPURTENANCES AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8003250181 AND IS SHOWN HEREON. 5, THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT To DEDICATE ROADWAY" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8183100864. 8. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT IN FAVOR OF KING COUNTY WATER DISTRICT NO. 58 FOR WATER MAINS AND APPURTENANCES AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8210220372 AND IS SHOWN HEREON. 7. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED" "DEVELOPER EXTENSION REIMBURSEMENT CONTRACT CASCADE SEWER DISTRICT" 68 DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8304200626. 8. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DEVELOPER EXTENSION REIMBURSEMENT CONTRACT KING COUNTY WATER DISTRICT NO. 58^ AS _ DISCLOSED BY INSTRUMENT RECORDED UNDE|NQ NUMBER 8304280845. -- Q. THIS SITE IS SUBJECT TO THE RIGHT TO MAKE NECE-S-aw,RY`3tFES- OIR'~FILLS FOR ^~~- ROAD AS GRANTED BY DEED RECORDED UNDER RECORDING NUMBER 9985141847. 18. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "SODS CREEK WATER AND SEWER DISTRICT DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT" As DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 2OO1032JOOO884. . 11. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LANDSCAPE EASEMENT AGREEMENT" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20130608001084. THE EASEMENT LOCATION DESCRIBED WITHIN SAID INSTRUMENT IS SHOWN HEREON. ` SURVEYOR'S NOTES '' ALL TITLE- INFORMATION -SHOWN -ON -HIS- -AP HAS BEEINSURANCE COMPANY SECOND REPORT N EXTRACTED FROM FIRST AMERICAN ON GUARANTEE ORDER NO.4209-1989803QATED NOVEMBER - 1, 2012. CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG [O ENGINEERS INC.AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTYOTHER THAN THOSE SHOWN 0VTHE MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE. O.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY �r="c, 'r" MO="^oc nu/C r//o`/cv amn ru7PrMP nn qronmc SQWH (SOL RIM= |E 10" CPEP !N= IE 18" 0`1EP OUT= !E 12~ CPBP IN= 1E 18^ CPEP | |E 12. CPEP | IE 12' CPEP OU Mc/ncuo,mxynZ) vr wc x.^"" ,w~`v/xun 3DCB1 CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. RMM=411.39 |E 12" CPEP )N=408,14 2. THIS SURVEY"^`^~'~VISIBLE - IMPROVEMENT CONDITIONS BASED ON THEBOUNDARY AND TOPOGRAPHIC SURVEY =R--D'^YCONCEPT ^~^^ ^~'^EN - '-'|NG, INC,PROJECT NO, 31051 AND FIELD IF 180 CPEP &UT=4004 - VERIFIED BYD.R. STRONG CONSULTING ENGINEERS INC. IN AUGUST, 2012. ALL SV-vEr Cu-N-nVL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST 2812. ' I PROPERTY AREA = 469,024± SQUARE FEET (10.7673± ACRES). ` 4` ALL DISTANCES ARE IN FEET ' SDMH � ' RNW=411J29 5. THIS IS A FIELD TRAVERSE SURVEY. A LBCA RYE SECOND COMBINED ELECTRONIC TOTAL STATION |E 17" CPEP 114=407j919 WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING {E W QPBP |N=407.49 MONUMENT4TIQN AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED |E 1rj- CPBP OUT=407.39 IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ' ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. - W. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH . | EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HERE0N, 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. D.R. STRONG CONSULTING ENGINEERS INC, ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. AfN lqwt G!iA-P-W.IC SCALE DRIVE SDMH W11 8- FROP TEE 1E 8' CMP IN=406.15 SDMH TEE SDOB 1E 18" CPEP OUT -402.85 RIM=4 4.37 IF 30" CMP OUT�-403.62 CMP OUT=4,07.78 SDMH IE 180 CPEP OUT ---499.76 o KELSEY LANE VOL.123. PC/5i 87-8B NID iq COPYRIGHT @ 2012, D.R. STRONG CONSULTING ENGINEERS INC. 414 � - /Vul 9�� .°« "fi v I THRESHOLD 1 / VOL. 164, PGP Se 8-12 40 37 38 39 SEE SHEET 4 OF 4 FOR sCONTINUATION ELEVATION 401.04 FEET. DA STRONG CONSUL nNG ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PL, #101 KIRKLAND, WA 98033 G 425.8273063 F 425.827.2423 www.drstr®ng.cam n�n '+ p �.., ';fit ` �l4 r a n�n '+ p �.., ';fit ` �l4 r PROJECT SURVEYOR: SJS DRAFTED BY.- RLBISJS FIELD BOOK: 550 DA TE: 11116112 PROJECT NO. 11162 SHEET. 2 OF 4 COPYRIGHT a 2012, D.R. STRONG CONSULTING ENGINEERS INC. i TRACT A THRESHOLD 1 VOL 164, PO'S. B--�1 .„ 3 b CONCRETE MONUMENT wWITH OX" IN " BRASS CAP A FLUSH WITH GROUND o s 0,1' EAST OF CORNER 10 -Z, , w, , 779,84 � �� 0� _ _. -------------- - w 412 war a— w 1 8 wr ffi .' w. °°•; UNPLATTED a 414 .— — - — q P? m. .„----w #1,. .a 417 ' wp .— 41, • WETLAND "B", ij i s s CATEGORY.._ AREA - 0;706 Sa ETq,! (iMTHIN,.PROPERTY) €" .E # •.,.., ffi aP .E s 01 a ffi I r ffi l®' SANITARY SEWER -- s EASEMENT REC° NO a8003250181 'WE TLAN# CATEGORY E f I , AREA 10 . F° 4 3 wa e , ffi MTP M TP ed MTP 41 a cli All Al 2 ffi Al �.:� S. €1319-, a .:. , ww C e` ffi ffi ffi ffi ffi rr . cq LLJ Lj Al 3 jj LJ f F +q 820. r I 'il � s HT1_ NI) r g CA T[:GORY 2 • AREA � 10$" OO SQ. FT.'-' ) �I Al t#�lF�'`PROPER;fY C if `' 'CAT a��OR� ;� APE=" " 3r, S FTa�. ,s ffi. I 1(WITH1N PROPERTY) Afffi;;,,'; ffis I s� E $ f € B t @ � 9 � a °�• r I i ffi10 MATER �'�A EMENT I+:.:.:. ..:. ... IdEC, NO. 62109.072 e " FOUND Er�I=� CAP - .� , - $ � �� -�— --� � �— -- =a---�-,°��`��—�-•--��e�� <�--� �—'tee -- -s--- I,#`SCt1�i#� �,).' �.5"F r � � ffi g 17 Al pA19 � UNPLATTED COPYRIGHT' • SEE SHEET 2 OF 4 FOR C® TII DATION y 33 F }Q FOUND REDAR & CAP 9 9654 Pll ! p'LS"^�� VVEST of � � „"m..«+,w"""` 3.. � ya 3'm '� : z ^., a✓' ' .9`� �� gjcv':w.^""`.e=-'"` KELSEY LANE � VOL. 123, KS, 87®88 cl FOUND RE AR CAP� I PARCEL C � 428- P L m®WEST LRJ ® UNPLATTED I �` FOUND REDAR & CAP "LYNN LS #16723 CALL9b 043' WET i° 7 I . 't�FOUNDIRO PIPE L. n ! O $ WEST we�tig , FOUND REBAR CAP -LYNN °...: ��.®® .p�� y�W® p 91 LS �AgLgt`_- 1$ 723 t8, - �YB dw 0.4' SOUTH FOUND CONCRETE ICON, 1 WTH 1/2" DIVOT PALM COURT CONDOMINIUM 0,8' SOUTH 2 ERICKSEN°S SPRING GLEN ADDITION CLIFFORD®S FIRST ADDITION VOLa 48, PG, 22 VOL. 47, PG. 53 j