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HomeMy WebLinkAboutLarge FormatWEST QUARTER CORNER SEC 32,TWP--23 N, RNG 5E, WM CALCULATED PER THE RESERVE AT STONEHAVEN VOLUME 233, PAGE 043. I BUFFER AVERAGING: +++++ SOOS CREEK WATER & SEWER DISTRICT MERYL KAMOWSKI i• I BUFFER INCREASE AREA + + + + +++++ (+356 SF) INCREASE+ ++ TOTAL BUFFER DECREASE AREA CAT II WETLAND (-313 SF) (253) 395-7065 PHONE CENTURY LINK WASHINGTON FORESTRY CONSULTANTS, INC. 23315 66TH AVENUE SOUTH `J\ �- z TRACT A Z CRITICAL AREA -t ��� 00 O FAX (360)943-4128 o .. o 0 In V , V (n slTE > m F� 3.� In a) rn r- 0 OL _Y U) N 3 V (1) 0 N Q -N i s a O U Q 0 = :r j zfr- V) �z V) I,. 5ul4qu>�cl t x , Ld N z Q r0 N O N N O 00 U z 00 N rn co r- j 00 z a = NI Q I ww m LCA Ln C z Ln N N z 5;: 1-. w Ln Ln j a d N 0 N VICINITY MAP M E NTS WEST QUARTER CORNER SEC 32,TWP--23 N, RNG 5E, WM CALCULATED PER THE RESERVE AT STONEHAVEN VOLUME 233, PAGE 043. I BUFFER AVERAGING: +++++ SOOS CREEK WATER & SEWER DISTRICT MERYL KAMOWSKI + + TOTAL BUFFER INCREASE AREA + + + + +++++ (+356 SF) INCREASE+ ++ TOTAL BUFFER DECREASE AREA CAT II WETLAND (-313 SF) VUECREST H SITE DATA: SHEET INDEX: PRELIMINARY 1. TOTAL AREA: 2.45 AC (106,680 SF) 1 OF 6 PRELIMINARY SHORT PLAT 2. PROPOSED NO. OF LOTS: 8 2 OF 6 PRELIMINARY GRADING AND DRAINAGE PLAN PORTION OF NW 1/47 OF THE SW 1/4 OF SECTION 32, TOWNSHIP 23 N., RANGE 05 E., W.M. 3 OF 6 PRELIMINARY ROAD PROFILES N CITY OF RENTON, ICING COUNTY, WASHINGTON 3. TAX PARCEL #,S. 3223059097 4 OF 6 PRELIMINARY UTILITY PLAN 4. AVERAGE LOT AREA: 8,948 SF 5 OF 6 PRELIMINARY LANDSCAPE PLAN 5. MINIMUM LOT AREA:` 7,558 SF 6 OF 6 PRELIMINARY TREE RETENTION PLAN 0Lu V n 6. MINIMUM LOT AREA ALLOWED: 7,000 SF N Q �, : Lia o 7. SQUARE FOOTAGE OF LAND IN CRITICAL AREA: 1,126 SF co Ld 8. SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS: 7,278 SF 0 9. SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS: 26,696 SF goHA C7 10. SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS: N/A ����� 0 �-- � �. r 0 11. PROPOSED NET DENSITY: 4.42 DU/AC 2' a_ V ZSG 0y 0 12. DENSITY ALLOWED BY CODE: 4 TO 8 DU/AC "(0 ENG%A V _ 13. EXISTING ZONING: R-8 (R-6 INTERIM ZONING PER ORDINATE #5724) f _ 14. MINIMUM LOT WIDTH:* INTERIOR - 60FT (n L CORNER - 70FT m a � a 15. REQUIRED MIN. SETBACKS:' 14 00 C. FRONT: 25 FEET M C) INTERIOR: 7.5 FEET 0 15 30 60 W SIDE STREET: 25 FEET m m r� REAR: 25 FEET EX. 1 50' ROW J(�------------ SCALE: 1"=30' 41 I * NOTE: 20 30' 1 � o MINIMUM LOT AREA, LOT WIDTH, AND I M r) SETBACKS AS REFERENCED ARE BASED 1 ON THE INTERIM R-6 ZONING. z° It a n nl� r -n r�lr- In; r 4)I I A A A L)TI I A I I IVln�t\L-I vL_IL- UU-L-I fl �A Ivini \ I fin I I I L- - -- - -- - - -- - -- -- - - - - - - - - - - - n- SOOS CREEK WATER & SEWER DISTRICT MERYL KAMOWSKI rDELINEATED WETLAND EDGE BY WETLAND RESOURCES, INC. BUFFER y�\\�� 9505 19TH AVE. SE, �-- -" ""- / �S- INCREASE+ ++ (425) 337-3074 801 SOUTH 212TH STREET CAT II WETLAND / (+236 SF) + �'S�• -5g p1'11 (253) 395-7065 PHONE CENTURY LINK WASHINGTON FORESTRY CONSULTANTS, INC. 23315 66TH AVENUE SOUTH `J\ �- z TRACT A Z CRITICAL AREA BUFFER ��� 00 O SYMBOL INDICATES LOCATION OF MONUMENT TO BE INSTALLED AT ALL + PC, PT AND INTERSECTIONS (TYP.) N 0 z - CA 0 0 N89°45'28"E 636.70' -P 465.66' _ S89' 45' 28.08"W m (8,404 SF) DECREASE -___ - �� ��' 27.52 60.00 60.00' 60.013 (-313 SF) g o m BUFFER 'o , PROPOSED ROAD .� C INCREASE M X = __ 0 10 UTILITY EASEMENT EXTENSION BY OTHERS (+120 SF) �a's + ^ \ 8' PLANTER ESMT I r, IL„u 'F Ink - urr ' 58.22' -� _ =35.43, ��56 N N88' 45' 52.96" N� 0=400 v i10' UTILITY EASEMENT _ u, �- N I % I N 6 O I r I L_Vn l/L lJ`r..)-L_L_n w �1' cD r)/v�r)(5�r) tiu/\!v\!\ ti 58.03' LIJIJLI)vLl/vIJIJVIJv N 7558 SF 7563 SF 7567 SF 8 i I z 17248 SF CD- -- -- -- - - -- -- - 7 PROPOSED BUILDING SETBACK LINE (TYP) LOT LINE (TYP) -------T------- I I I A AnnE)C- r) A I II A A IVIQUI \L- I MUL_ IVI UTILITIES/SERVICES WATER/SEWER SOOS CREEK WATER & SEWER DISTRICT MERYL KAMOWSKI 14616 SOUTHEAST 192ND STREET WETLAND RESOURCES, RENTON, WA 98058 9505 19TH AVE. SE, (253) 630-9900 POWER/GAS PUGET SOUND ENERGY (425) 337-3074 801 SOUTH 212TH STREET FAX (425) 337-3045 KENT, WA 98032 ARBORIST (253) 395-7065 PHONE CENTURY LINK WASHINGTON FORESTRY CONSULTANTS, INC. 23315 66TH AVENUE SOUTH SUITE C KENT, WA 98032 (253) 372-5361 I z I ® O - -I - T° O 111 PLAT BOUNDARY I ? SE 186TH ST. `�' co1�.�' to 13 - - - 00 X W 0 cl 41 CD ROAD CD{� Ln N 0 1 (RESIDENTIAL ACCESS) p / , (26,696 SF) "'- R=25' - - V w I 1 � 60.00' 60.00' 60.00' 47.68' I Ao. wco I vJ wI LL. > U -- -- -- -- -- -- > Q i I ® 00 w C) I <- I -i Q w I �; -J I I I I I I I I W Z O C) w �t ' ' W LY C �v O cq CD eo �7\� �(_\`� J l ray^J' I CD N 1 N 1 1 M I o Z \ �l�\J \ v�J c V 89 7571 SF 7575 SF 7580 SF 18 SF I �� \ L 10' UTILITY EASIEMENT 0 I I I I LL BSBL(TYP) \ 3' ROW DED CATION I -- EX. 150' ROW 20' gin' 203.52' 60.00' 60.00' 60.00' 60.00' PLAT BOUNDARY . > 11 1 I I EXISTING LOT LINE (TYP) X77 r\r-ugh i \/LL\/ii lei IV\/ I -I nA Ant II^T ^Tf-\ If -n I Q ^I I A [)\/I LDL.\JIVlt, UI I I L_ V L -I V �A finl \ I L_ IA A L.V I n L-`rL_ll I f I v,r n14-7n;� tih .JIJ I I / ll�/vv SOUTHWEST CORNER SEC 32,TWP 23 N, RNG 5E, WM CALCULATED PER WEST GLEN VOLUME 231, PAGE 033. I FIRE RENTON FIRE & EMERGENCY SERVICES DEPT. 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7000 SCHOOL RENTON SCHOOL DISTRICT 300 SOUTHWEST 7TH STREET RENTON, WA 98057 (425) 204-2300 III: -k ■, BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: BRYAN SCHWARTZ, P.E. WAYNE POTTER SURVEYOR STEVE WOODS, P.L.S. CONTOUR ENGINEERING, LLC 3309 56TH ST. NW, SUITE 106 GIG HARBOR, WA 98335 (253) 857-5454 FAX (253) 509-0044 SOIL ENGINEER RAY COGLAS, P.E. EARTH SOLUTIONS, LLC 1805 136TH PL. NE, SUITE 201 BELLEVUE, WA 98005 (425) 449-4704 FAX (425) 449-4711 1\189 49 30 E 636.52 �/LLt/11..1 I\/lJ 1 /f -t\ It\ IIK Iii f-fl1A/ A [)fl f\( -\t\ In I A r - -FA I V L -I NI VII 4\7 L -L) VV nl \v �A Uvl vI vn L I nL I (-\ T I, Lu I L; 1 u A I nl A l L_v rL_l) I`r I • • 0 KOLIN TAYLOR KBS III, LLC, A WASHINGTON LIMITED LIABILITY CO. (AKA KBS DEVELOPMENT CORPORATION) 12320 NE 8TH ST, SUITE 100 BELLEVUE, WA 98005 (206) 631-7000 BIOLOGIST JEFF MALLAHAN 0. MERYL KAMOWSKI AREA (SF) WETLAND RESOURCES, INC. 9505 19TH AVE. SE, SUITE 106 EVERETT, WA 98208 (425) 337-3074 o FAX (425) 337-3045 ARBORIST GALEN WRIGHT, ASCA, ACF WASHINGTON FORESTRY CONSULTANTS, INC. 1919 YELM HWY. SE, SUITE C OLYMPIA, WA 98501 (360) 943-1723 3119115 FAX (360)943-4128 60.00' 60.00' 70.00' PLAT BOUNDARY I I I I I X77 1n,r_v�� A VLLVLI �I L I`r I n�/ II I^Tln I L A Q I n t Iprt 1 ) 1 F - )u I UV.: I II V IVI �A L_nVl \L 11 00I V �\ I I I I I I EX. 40' ROW i L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20' 20' 1 LEGAL DESCRIPTION: THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32 IN TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT PORTION LYING THEREOF WITHIN 102ND AVENUE SOUTHEAST RIGHT OF WAY. AREA TABLE 0. TRACT/USE AREA (SF) A CRITICAL AREA TRACT PUBLIC STREET (RIGHT OF WAY) LOT AREA 8,404 26,696 71,580 TOTAL AREA 106,680 I DECEIVED MAR 2 4 2015 CITE' OF RENTON PLANNING DIVISION BASIS OF BEARING: GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (CPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF ZERO COUNTERCLOCKWISE WAS APPLIED AT AN "X" ON A BRASS DISC AT THE NORTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/2011) GRID COORDINATES WERE FOUND TO BE 165409.0972 / 1303018.816 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 1.0000106598 AND THE GRID SCALE FACTOR OF 0.9999844500 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. VERTICAL DATUM: BASE: COR 2140: FOUND 3" BRASS DISC STAMPED "KC -F-7 1993" IN CONCRETE WALK ON NORTH SIDE OF SOUTHEAST 192ND STREET IN FRONT OF HOUSE NO. 11406. ELEVATION 508.467 FEET (NAVD 88) SITE: FOUND 1" BRASS DISC WITH "X" AT INTERSECTION OF 192ND STREET & SOUTHEAST 186TH STREET. ELEVATION 406.25 FEET 0. SC,y� -lP pF WAS11 �l o ? 44733 01S1E�� S'�NA L EAG 3119115 o .. o 0 In V V (n N II 0 > m F� 3.� In a) rn r- 0 OL _Y U) N 3 V (1) 0 N Q -N i s a O U Q 0 = U) c� 0 j zfr- V) �z V) w o_ a z x Q QW Ld N z Q r0 N O N N O 00 U z 00 N rn co r- j 00 z a = NI Q I ww m LCA Ln C z Ln N N z 5;: 1-. w Ln Ln j a d N 0 N M E a o 4 W 3 y C7 I ° n Ln0 E LO _ / i z N 0 ° (D n U) o) a 10' UTILITY EASEMENT 3' ROW DEDICATION 5' SIDEWALK 8' PLANTER 9.50' W Z 0.5' 2.0%� ..2.0% EX 50' R/W ±27.5' A, )r1w k1wj PORTION OF NW 1/47 OF THE SW 1/4 OF SECTION 32, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON (EXISTING PAVEMENT WIDTH ±27.5') c� cr_ ±18' FX SIDFWAI K 15.5' 1- z I- J >I w � _ ±2.0% w ±2.0% ----------------------------� -°---' e. N /A CI s Qy, G`T'NG IEE NG1N�� s 0 15 30 60 SCALE: 1"=30' CEMENT CONCRETE VERTICAL ---"I - - - - - - - - - - - I CURB AND GUTTER SAWCUT EX ASPHALT AT EXISTING VERTICAL CURB I CB 5 (TYP.) EXISTING R/W CENTERLINE 102NDAVEI RIM=404.98 I YSE I I CONC S IE 403 46 WEST QUARTER CORNER SEC 32,TWP, 23 N, RNG 5E, FRONTAGE IMPROVEMENTS I Q 14 00 I WM CALCULATED PER THE RESERVE AT STONEHAVEN A i GRAVEL II I i VOLUME 233, PAGE 043. NOT TO SCALE ���in�-u'-,q - I / I I ivinvl\[_ivt7IC w.:C, fl %A rvini\ I rim y7 ugh i I I If - I^. ,.) Q A l A [)TI I A l/LL\/V.i v IVL cj) I II 1 nl n -7 fir- n TL) -7 r- Q i,r A F) 12" CPAP CULVERT n . I I I (TYP.) I LJ1nL_ L,L_n I I \L i \ l/C. nI \ IE=404.42 I W I v TOP OF WALL ELEVATION NP. ) NEW UPSTREAM DRAINAGE EXPOSED HEIGHT OF WALL (TYP.) -- 1.5 W-396.0 STORM LINE DISCHARGE P0� RT\ . W7 i_ PROPOSED TYPE 1 CATCH BASIN I!. ' II k„• I _ IE=405.39 r.\�n (TYP.) I 12" CMP CULVERT i v �Ign Y < ( r EXPOSED BOTTOM OF WALL ELEVATION (TYP.) IE=405.93 CJB I Q "') r ,� rJL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CD4 < J r'_� � v'' (j >`� I .: �� : y a `••. EX 12 SD � o � ' �7 • ' � , �'•. o . ' � I >, � ; I "� \ STOP RIM=405.87 J k'' SIGN 12" ADS 5 ,,E 402.97 2' ° TO BE REMOVED) - Q 12" ADS NE, IE 402.95 PROPOSED C.I.P. WALL p o �_ - GRAVEL II �1'a 394 - a a d I A -.396'0" Qr P.P' w TRANSFORMER t - N r- I GV •� <• W S9 kQ l -_.d� o EXtST DRI/tWAY . �.2:0'N ° -t .' Z t \\ :WF;;Q17'" ,N89°45 28"E 636.70' PLAT BOUNDARY E - '' "4Ua' '--= --- >----.«_�." 2,0'N 10' R <\ - - „ k fN I �.TH STREET _ WF A38 . U.J. .: { 96.5 . a X f , µ _ � fi:.N. .. _. , < _. � . ,, SE 6 ..... ., 4 .m r ,... i s . ... r r , ,. ., , :. .. „ ,. . .,. , -a .. ,. n ;1,v. as>.. .t. .. ._. .a ,. .... c. - ., .. ,r. .. rJ ':.. A _,.. ,.. ,.,.,} .. -.., ... \ .. �... < , .. , '... ,-A a .. : .+. a ,.:... . :....,. . ..' ,. t . . •.,. .: .a- -.. a ,.. -. ._ -. , s, ,.. x_ ,. :. ... _ _ „. , .. x a[:Tt, � ,. ... ._ .:_ _ _ .1 e ar ........ ....,. e) ,a.. .a e , rs . ,. ... , :- x i� 't BW 390.0 �1 � � rfi t 4�--�--• t r 3 rz r 9 - \ r >7: �' � \ � f 4 e� x a + 'v"i"a e a: �.- r --••-•,r WF A35 / sr4 r f' / cn ) u ... _- - .>t f a ,7--. :. , ,. _. ... ,. ., r , , ,. .. .t ,}t. . „ ,,;. ..... .. .. .. , , ata.. ... .} >rb � _. '..:: x ,...a... r. �.. • :. ,a, , :.. >, .. a ':, .. .. , .... ,r;d A - 1.,...3a N. „/ x.., k v ,. ..:::," .3 '.:_: E A 16 .v. ,< .,. :.. .. .,, w >3 , .. .. x:. v.. .. a w.5. ) ...._ _., J. x t.5,. +✓ t,. r t` x .. , ,..x .. I Y.. ., a. >.. } .x�.- ...,. ,.. z. a. , r_ ,. •,. .. _. r:. , ..-..,.., :%'. I, e: :. t .,n ..- v ,✓ ,. a _. ,i x. 2,.. ..> , -. r- , ,.. .,. ... .-.Q FON 1 r . , � .. x• , c) .. _ FOUND BRASS S DIST. .'r----».--rt----r+ <. _. _., .,. _ ., tet,_ • ,. .... -� ,.. , _ ,. r.. ,... CAT I .. ..Px . Y, .. , , C. ... /"'.. .,1,.. , :.. ... .. x , a. ..,.. .,. ...>.. ,.. ., ,. '.l -. .. ,. ,u. ,s ... ... , ..^T^'.". aT,3 :,, .,. T"• +-*+-•.m. ,d., 3. -..it V n \ . V.. x a. , , r r V., t'r , 1 t � f i _., . . „ ..: ,. .. a . \. , 3 ,. '.,.., ., a .. r,. .. , ,... .x r,. .... ,. s. �. ., _ <.-. n ,.. r ,� .. ,< ,.. SITE BENCH MAR ELEV=406.25' e r -a TRC n 2 A T A ,� G 3.<•,~ 4 4. 4.. 4. 4: yo •Q "• , �t::L ;uJ •,N 3:.. / r' : e/ ° 8' e4, Q S� F F 6 1 PLANTER .p . RfTICAL AREA. 0.... •. � - .a. . .. 4 �4 I iC] CB - t ° .4: a .' . 49 . • ' ° . ;5. <SID WALK TW 396.0 �.... _ _ 8.0 _ �)o m TW -395.0 I ___-_� __-_ // �\ ---_ -1 i, ° / RIPA=406.25 BW -388.0 �� o m "' 7,0 it 1., ---_----------- 12° AUS N IE 403.30 BW -388.0 747 PROPOSED ROAD max. g' '..... ' ...................... 1 I I DECK 1 TW 395.0 Fo ' I :.I OPOSED: 4 4 , °. / J' I �.� ....... 7.0 ° / L..... ' I EXISTING STRUCTURES 1 � PR EXTENTION BY OTHERS s. I TO BE DEMOLISHED` DRI ) A BW -388.0 I( %� '• . ' :....•• ............ ........ ... {" : I EW I AY' TYP -�,�- a•� / 5' SID ALC• I I ,.•• I I f II •1 � �Y`��� LSP o, SED 16 WIDE pl 8' PLANTER C / '� I I PROPO � ��l•' I � •:'�''' - E3UIL NG LANT R 1'8' � DRIVEWAY PER COR I � I �. n�-moi t , ro/ I STDS. i nLV 5' SIDEWALK u >< I I GARAGE (4909) (TYP.) I I I: q ^/,I In Irinrp I InA Ar^ I I /- - .:\/�)1VLIL/LI\ f1UIVIL..:, 9u• -Zt''- .-'-.-.-.-..,. /� •� 1 •.I I I ...L--. - I '� �` ' iia `� /ice\J I I 4 (- 00 \ A UII �_v i , / 3 j 5 404.00 QVRHANG • I O,� j 99.25 ' 401.7 II 6-25_" I o r 40 Ln I IIA n7_nA� I I A --- moi--- IYD- _�,- LVn V� l)`t.J-L.L"n r)nn7nrr) �unnnn ---- 8 I I I I CJ 2IJIJVvL\/ ® I I I I I SHED r �. 407.50 406.50 11 00 \ 396.00 I I I t -]I 1 -':,IMP culvert -....._I cp � z, STORM DRAINAGE TO _ j _ I 407.50 j 1 FP IE=407.82' ,........ 1 �a F------------ '- SD^_z I --I to \ i CONNECT `f0 OFFSITE � " I � � tf w. DRAINAGE FACILITY BY /STRUCTURAL PAD j I :'' .' I I I. I �� )) _ ¢ I SSMH 1g 87 / THIS SECTION OF THE STREET I I ---- I i GRAVES ' (TO BE .E�EMOVED al �' OTHERS, o I ELEVATION (TYP) 1 I :h�2 __ EXISTING SHED I T-�__ �__ I x, RIM=40 . z SHALL MATCH VUECREST ESTATES I I I i, I __ I ' 1 o :.............. ' _- �` I TO BE DEMOLISHED ---_-- - _ �, I Pi '< w,- I------ 8„ PVC S IE 402.09 FROM STA 0+65 TO STA 1+78 I I 1 -- �� _ I I____--= - tz Cfi�iP CULVERTv--I-1 _ tt , (.. ) L• / / '•� / \ I I 8" CONC NW IE 402.34 (0- /E I/=4 .16� Q' • a 8" CONC NE IE 402..17 H.EX CYCLONE TU."" ,...'1 I I I I 1 / I rx"i-I'-.-I _ _ 6' HOOD FENCE TO I I a VV u a' rBE REMOVECl•••TY? .................... - 1 1------------ ------ _ -------------------- -� I o ------------ ' ( ) \ 398- - __ BE'••REMOVED (TYP) 4 - - 400• 7/Ai I a J� 408 CB2 - - - - - I 7 WOOD 1`77 - - - - - - - - - 203.52' _----- 402- :_ �_ �� `" _ �I-- // --- _`____ _ ---- --- -- v.' - - - - - - - IC - _ // _ n ,\� _ = I------�T-- ri --- = =-_ ='--- 1 Ci`_I RIM=409,33 // h� I 3 636. PLAT BOUNDARY 6 WO E - - - - - - - -- • ....... 402...... N8 0 E 52 BOU DA _ _p_ II - ................404.............1'.5'N I �o`' EXIST. � 9 9 o OD FENCE' � ' u WALL EXi�,T. J . EXIST. r q ° f BUILDING a / \ w SPORT : v DECK \ '' I c', ) o I EXIST. (� 12" CPAP CULVERT - O- II I COURT ) I BUILDING I o ; II CONNECT EXISTING SD TO NEW I I I IE=408.32 GRAVEL hp I ;• CATCH BASIN. -- I EX 12 SID )( C I I I ill (TO REMAIN) _11:3' Il ,. - •..,.,, <<„-.. _ -, TREES TO BE PROTECTED (TYP). I EX ±27.5' PAVED ROADWAY I REFER TO TREE PROTECTION �r�r) �n�_vgnr, I 4A u _ I_110n^n� q^/V I IJ IJ u� 1,AJ�1--U-11 .,��.;V��-� Iv\; I PLAN PREPARED BY WASHINGTON 1 11-n In un In r-r,W A -)r, r,nn In l n r -T Al I _ ` «\/V�I-vim 1`t _ _ 12" CMP CULVERT - :I :I cl I Ann )r p n I v A) I nA and n^T ; Tr-? )rn I k I n �),rl FORESTRY CONSULTANTS INC. v LI vl vu vv Cv yr of \v Q vvI vI vn C I nL. rw i 0ii� i iw ivi 2 �.nv���i v F� IE=408.53 1 1 00 '; it Gate IVIU\-1 L , nVL IVI C:LVIVI\,(VL? I -IL -VL -14 JF r,\ \ I L i DATED DEC. 19, 2014. i.v i L, I fI ' n I ,I tl �"vi n I 12" CPAP CULVERT I -- 'i I A I nl A I �'. !I I AI nq A9 I L.v`t L.11 l`tl ' II L.v tLll �a4-Yn>< �L :n11 -,n^ I IE=408.49 n L_ I �f� a >II o I � I I I i I I SOUTHWEST CORNER SEC 32,TWP 23 N, I RNG 5E, WM CALCULATED PER WEST GLEN VOLUME 231, PAGE 033. I ' 4' TALL BLACK VINYL COATED CHAIN LINK FENCE 34.5' R/W 10' UTILITY EASEMENT Ld F_ z BEAM GUARDRAIL TYPE 31 PER WSDOT STANDARD PLAN C-20.10-02 0.5' � � (*SEE NOTE BELOW) 7 22' S' SIDEWALK 8' PLANTER EASEMENT 3' 4' 11' TRAVEL LANE 11' TRAVEL LANE W o J 4' TALL BLACK VINYL -� COATED CHAIN LINK FENCE 2 2.0% 2.0% 4:1 MAX 2.0% -.--- z_ 4:1 MAX J I I LJ CEMENT CONCRETE VERTICAL 4,1 M/ PROPOSED CAST -IN-PLACE CONCRETE WALL CURB AND GUTTER 8' MAXIMUM HEIGHT (TYP.) (WHERE EXPOSED WALL HEIGHT IS 6' OR LESS, A GUARDRAIL IS NOT REQUIRED.) "- - -- d, d a e 4 ROAD A HALF STREET IMPROVEMENT (STA 1+78 TO STA 2+50) C NOT TO SCALE it to II I ) 41.5' R/W 0.5' 26' 10' TRAVEL LANE 10' TRAVEL LANE 6' PARKING O 2.0% c� 2.0% 2.0% ROAD A HALF STREET IMPROVEMENT (STA 2+50 TO STA 7+50) B NOT TO SCALE 10' UTILITY EASEMENT 8' PLANTER 5' SIDEWALK -2.0% CEMENT CONCRETE VERTICAL CURB AND GUTTER (TYP.) 4:1 MAX 4_ _1 MAX RECEIVED MAR 2 4 2015 CITY OF RENTON PLANNING DIVISION 07: Q_. 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(WHERE EXPOSED WALL HEIGHT IS 6' OR LESS, A GUARDRAIL IS NOT REQUIRED.) "- - -- d, d a e 4 ROAD A HALF STREET IMPROVEMENT (STA 1+78 TO STA 2+50) C NOT TO SCALE it to II I ) 41.5' R/W 0.5' 26' 10' TRAVEL LANE 10' TRAVEL LANE 6' PARKING O 2.0% c� 2.0% 2.0% ROAD A HALF STREET IMPROVEMENT (STA 2+50 TO STA 7+50) B NOT TO SCALE 10' UTILITY EASEMENT 8' PLANTER 5' SIDEWALK -2.0% CEMENT CONCRETE VERTICAL CURB AND GUTTER (TYP.) 4:1 MAX 4_ _1 MAX RECEIVED MAR 2 4 2015 CITY OF RENTON PLANNING DIVISION 07: Q_. 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CITY OF RENTON, KING COUNTY, WASHINGTON \/LL\/u.,1 I r 1 A /�1� ['A 1-71r_ In^r�jl , R I I A E)TI I A Ivinvr,uvt_IL UV -L -I rl %A IVlnl\ I rin 1-1 T ICB ....... 402 ...............• J 43 N89 9 30 E 636.5 ' WALL / \ ............... 404 .............1.5.E ..... I �Q 2 0°N :I BUILDING ° SPO, • DECK COURT I n� �-•-, I ti77 �n�_v�nn I iLLiV�1-v Iv\i I \JLL\/VJ IVU I n1 An1 II^•r ^rr� rrL I R ^I I A ")VI )rL IA IIL I/, rn1AI A E)r\ k r'\nL IL 1 A r'i' A I LL.VIYI\,(VL:I .:ILVLIv \A JrinR\1L. I vuvlvllvv Lvrrnlw « vulvlvn LI nL_ \i I0n� n^= I I n-- A .iV\.I-Q-a-, L.V 1 n L_V I ^A n A — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I I RIM=404.98 12" CONC S IE 403.46 GRAVEL I X77 u1F: \/LLVV\) v IVL 1 Lint'_ PKE i %t'_ i R vL—, `R 12" CMP CULVERT IE=404.42: ' I 12" GMP CULVERT IE=405.39 12" CMP CULVERT . I I IE=405.93 t C1B ti77 �n�_v7� A VLL\J V...I L 1`r )n\/ II I ,TIL 1 11 Zl I A I IE)rl I ) RV I \JV.' I IIV IVI �n IL. R 11nn�)r E) A I II \ A I u A l n4 A 4 i i_v`t�_U I't I ' IVIVUI\L I nVL_ IVI I L.v tL.U1`rI v�In�a-'n� ��; I Q5rN i i r'vF,-,p 1 12" CMP CULVERT V I I) U.J\/v I IE=408.49 IE=408.32 12" CMP CULVERT IE=408.53 Attachment #4: Inventory list of project area trees A detailed list of all trees by species, DBH, crown position, condition, root protection zone (RPZ), drip line (D/L) radius, tree health status, and save/remove potential: Tree Spp. DBH Crown Position Tree Condition RPZ D/L Radius Healthy Tree? Save/ Remove 1 DF 12.3 S P -Topped 8 12 YES Remove 2 DF 17 C G 10 14 YES Save 3 DF 12.2 C G 8 12 YES Save 4 NS 24 D G 16 16 YES Save 5 CH 7 S VP 6 12 NO Remove 6 CH 10 S VP 8 16 NO Remove 7 CH 6 S VP 6 10 NO Remove 8 CH 8 S P 8 16 NO Remove 9 BM 4-8 ---S P 14 25 NO Remove 10 WP 14 C F 10 12 YES Remove 11 WP 13 S VP 51 BM NO Remove 12 WP 14 C F 10 16 YES Remove 13 WP 22 C F 12 20 YES Remove 14 DF 18 C F 10 18 YES Remove 15 DF 26 C G 12 20 YES Remove 16 LP 8 S P 6 8 NO Remove 17 DF 24 C F 12 20 YES Remove 18 DF 16 C G 10 14 YES Remove 19 DF 38 D G 18 22 YES Remove 20 DF 32 D F 14 20 YES Remove 21 BL 3-7 C P 8 10 NO Remove 22 holly 6-8 BM P 8 8 NO Remove 23 apple 10 12,11 C VP 8 12 NO Remove 24 apple 8,6 F VP 12 YES NO Remove 25 apple 8,10 6 VP NO Remove NO Remove 26 apple 10 C VP Remove 68 NO Remove 27 DF 17 C F 12 18 YES —YES Remove 28 DF 10 S F 8 8 F Remove 29 DF 14 C F 10 14 YES Remove 30 WH 22 D F 12 20 YES Remove 31 DF 12 C G 12 15 YES Remove 32 DF 14 C G 12 18 YES Remove 33 BM 16110 C F 12 20 YES Remove 34 DF 32 D F 14 22 YES Remove 35 BM 9 C P 10 12 NO Remove 36 BM 6 C P 8 10 NO Remove 37 BM 10-12 C P 12 16 NO Remove 38 BM 6-8 C P 12 15 NO Remove Tree Spp. Crown DBH Position Tree Condition RPZ D/L Radius Healthy Tree? Save/ Remove 39 BM 4-10 C P 12 16 NO Remove 40 BM 7-10 C P 15 22 NO Remove 41 DF 35 D F 15 25 YES Remove 42 DF 14 C G 8 14 YES Save 43 DF 9 S F 6 10 YES Save 44 BM 6-10 D F 12 16 YES Save 45 BM 7-10 C P 16 YES NO Remove 46 BM 10 C F 12 20 YES Save 47 BM 8-15 C P 12 20 NO Remove 48 BM 8,14 C F 12 15 YES Save 49 BM 4-8 C P 6 S NO Remove 50 BM 16,18 C F 10 15 YES Remove 51 BM 4-6 C P 90 DF NO Remove 52 BM 14-15 C F 12 25 YES Remove 53 BM 8-11 C F 10 15 YES Remove 54 DF 18 C F 12 18 YES Remove 55 DF 26 D F 15 20 YES Remove 56 BM 10 C VP NO Remove 57 BM 10 C F 8 12 YES Remove 58 BM 7 S F 6 10 YES Remove 59 BM Remove 97 RC 6 Off site F 60 BM YES Remove 98 BM Off site C 61 BM 7-14 C F 12 15 YES Remove 62 BM 10 C F 8 12 YES Remove 63 BM 14 C F 10 12 YES Remove 64 BM 12,11 C P 8 12 NO Remove 65 BM 16 D F 10 12 YES Remove 66 BM 7 S P 6 8 NO Remove 67 CB 7 S P 8 C NO Remove 68 BM 10-14 C P BM 12 NO Remove 69 BM 12-14 C F 12 20 YES Remove 70 DF 24 D F 12 16 YES Remove 71 DF 11 S P 8 10 NO Remove 72 BM 12 C P 14 YES NO Remove 73 BM 9 S VP 10 14 NO Remove 74 DF 22 C VP F 10 NO Remove 75 BM 12 C VP C P NO Remove 76 DF 26 D F 12 15 YES Remove 77 BM 8-15 C P 12 18 NO Remove 78 RC 18 D VP 114 BM NO Remove Tree Spp. DBH Crown Position Tree Condition RPZ D/L Radius Healthy Tree? Save/ Remove 79 DF 9 C G 8 12 YES Remove 80 BM 16 D F 10 16 YES Remove 81 BM 18 D VP r i :I J. NO Remove 82 DF 20 D F 14 16 YES Remove 83 DF 13 C F 10 12 YES Remove 84 BM 20,18 C F 12 16 YES Remove 85 RC 14 S F 10 12 YES Remove 86 BM 12 C F 10 12 YES Remove 87 BM 11 C P 8 10 NO Remove 88 WH 6 S P NO Remove 89 DF 34 D F 12 18 YES Remove 90 DF 8 S P NO Remove 91 RC 10 S G 8 12 YES Remove 92 DF 12 S P NO Remove 93 RC 10 S F 8 12 YES Remove 94 BM Off site 95 DF 7 S P 8 12 NO Remove 96 RC 11 S G 10 15 YES Remove 97 RC 6 S F 6 10 YES Remove 98 BM 10-14 C P 10 15 NO Remove 99 BM 8-12 C VP NO Remove 100 BM 10 S P NO Remove 101 BM 11 C F 8 12 YES Remove 102 BM 16 D F 10 15 YES Remove 103 BM 8-10 C VP NO Remove 104. BM 8 C VP NO Remove 105 BM 12 C dead NO Remove 106 BM 11 C F 10 10 YES Remove 107 BM 8,10 C F 10 14 YES Remove 1.08 BM 5-16 C F 10 14 YES Remove 109 BM 10,14 C F 10 14 YES Remove 110 BM 9 C F 10 12 YES Remove 111 BM 14,13 C P NO Remove 112 BM 12 C dead NO Remove 113 BM 13 C F 10 12 YES Remove 114 BM 8-12 C F 10 14 YES Remove 115 BM 13-17 D F 12 16 YES Save 116 BM 7 S F 6 8 YES Save 117 BM 14-23 D F 12 20 YES Save 118 BM 12,26 C F 12 15 YES Remove 119 DF 11 C F 8 10 YES Remove Spp. = Species; DF = Douglas -fir; BM=bigleaf maple; WH =western hemlock; RC =western red cedar; SS = Sitka spruce; NS = Norway spruce; CB = crabapple; CH = cherry. Crown Position: D = Dominant; C = Co -dominant; I = Intermediate; S = Suppressed. Tree Condition: VG = Very good; G = Good; F = Fair; P = Poor; VP = Very poor. Note: some trees had multiple stems, thus a range of DBHrv. Washington Forestry Consultants, Inc. Washington Forestry Consultants, Inc. Washington Forestry Consultants, Inc. Washington Forestry Consultants, Inc. ICJ) W' ® 1 , Z1 , CV P 0' r N mP�G,Hq(i��2 Wo * ? P meq• G`T/NG EN G1N�4. II u I u I u. I II C 3 E! Tree Spp. DBH Crown Position Tree Condition RPZ D/L Radius Healthy Tree? Save/ Remove Vu LLJ 120 BM 8 C P N \ STOP NO Remove SIGN Spp. = Species; DF = Douglas -fir; BM=bigleaf maple; WH =western hemlock; RC =western red cedar; SS = Sitka spruce; NS = Norway spruce; CB = crabapple; CH = cherry. Crown Position: D = Dominant; C = Co -dominant; I = Intermediate; S = Suppressed. Tree Condition: VG = Very good; G = Good; F = Fair; P = Poor; VP = Very poor. Note: some trees had multiple stems, thus a range of DBHrv. Washington Forestry Consultants, Inc. Washington Forestry Consultants, Inc. Washington Forestry Consultants, Inc. Washington Forestry Consultants, Inc. ICJ) W' ® 1 , Z1 , CV P 0' r N mP�G,Hq(i��2 Wo * ? P meq• G`T/NG EN G1N�4. II u I u I u. I II C 3 E! I II I u I I, - • I Z 2 II •,� I C 3 E! Z 2 �Q Oo 0 C N j III I o I n II Vu LLJ �z 0Z UJ u n , • CD 4 N \ STOP II •,� I C 3 E! II I II U I nil • I -+ 0 15 30 60 LU LU II III I o I n II • ign SCALE:1*=30' u n , • CD 4 N \ STOP RIM=405.871 ' p SIGN 12" ADS S JE 402.97 " 12" ADS NE, IE 402.95 t I GV r i :I J. p t fl SE 186TH STREET 1,0 I; )I . 1 j FOUND 1 BRASS DSC WITH 'Y' INCASED. SITE BENCH MARK. 1 -a' _ ELEV=406.25' l" -- CB 3 RIM=406.25 12" ADS N IE 403.30 y a SSMH 1 li I RIM=409.87 l �' I 11, ' 1- — 8" PVC S IE 402.09 I I I 8" CONC NW IE 402.34 ' u ° H• 8" CONC NE IE 402.17 II , u I n •I I i I I I I I I I :4 U i If, • I CB2 a E�__I RIM=409,33 II --12= 4}E 4E 406-47----------- C 3 E! II I II • • I -+ 1 • L III I o I n II • I 1 Lo • cr Z W :4 U i If, • I CB2 a E�__I RIM=409,33 II --12= 4}E 4E 406-47----------- LEGEND = EX. TREE TO BE REMOVED 52 52 a2 EX. TREE TO BE SAVED r TREE PROTECTION FENCE PER TREE PROTECTION PLAN PREPARED BY WASHINGTON FORESTRY CONSULTANTS, INC. DATED DECEMBER 19, 2014 NOTE: REFER TO THE TREE PROTECTION PLAN PREPARED BY WASHINGTON FORESTRY CONSULTANTS, INC. DATED DECEMBER 19, 2014 0 N rri UJ U Q � C O OfV Z w 0 U U Of w 0 w V) ail fkf :2 Mila M a M -I Zo C 3 E! II I II • • I -+ 1 • L III I o I n II • I 1 Lo • cr Z W I ' p 1 LL X Q t I Gate i :I J. p t fl 1 1,0 I; )I I: U •• N CN I ) p Z95 Wz I I Y.)11 C I 1 L'K II 'O I Ln I Lr) I Lun o C*14 C%4 Ln Ln • w I I I 1 It CN LEGEND = EX. TREE TO BE REMOVED 52 52 a2 EX. TREE TO BE SAVED r TREE PROTECTION FENCE PER TREE PROTECTION PLAN PREPARED BY WASHINGTON FORESTRY CONSULTANTS, INC. DATED DECEMBER 19, 2014 NOTE: REFER TO THE TREE PROTECTION PLAN PREPARED BY WASHINGTON FORESTRY CONSULTANTS, INC. DATED DECEMBER 19, 2014 0 N rri UJ U Q � C O OfV Z w 0 U U Of w 0 w V) ail fkf :2 Mila M a M -I Zo M . Scy� -lQ' pF WAS// '9 44733 /STv- A L EAG 3/19/15 • v C 3 E! • • Lo y 1 • • • • 1 Lo • cr Z W co •W 1 LL X Q t J Z w LL 1 1,0 •• M . 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I 1 Ann�)r ,) n I n 1 A L.L_VIYI\�(VI : I 1 L V LI V ,� :flnf \ I L_ \ )LI In nn v\ r-r\lnr n pr\ A nnn In I n r- I - I IwVV�\L i mu IVI I DATED DEC. 19, 2014. vLI V1 v11\J LUYYnI\V \a UVIVIVn LI nL I Al n4 A 4 , II n9 A 4 I II \ L_v tLV I`Y I vn44-�n� tiJ; rn44-#nr.-, ../U I I/ Vvl/v I v�IV I1/ V�iliv I I I II iL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- C 1 I I I it I I II i � I I I I I I I I I I i I I ' W, 0 N U IY Q � c O Q .N O N 1- Z W O U U w w 0 w (n (n :2 Q - m n Q V) m U (n :2 m M In M � W T -6 I/ 0. Scti� �P of W A Sy 9 Z'41 cn z �p 44733 0/STEV' "ONA L EAG 3/19/15 0 00 c O O O) ami � pO N Q 0 M U • II C U < It w > 0-0 Z j Lo 1 " U 1 •• V) • On J XQ Q Uj w N g z Q r-) N N U Er 1 O N 00 Z C 00 p� N co r-- 00 •0 z Q ( I w L` -I Z �i Ln Ln U Z C �\ , Ln Ln W co m • U- 0. Scti� �P of W A Sy 9 Z'41 cn z �p 44733 0/STEV' "ONA L EAG 3/19/15 0 ~ c 3 D 0 c O O O) ami � pO N Q 0 M U '0' II C U U) 0 U to o > m rn 0 ~ c 3 D 0 Y U U O) ami � pO N Q 0 _ U) 0 U I— Z j Z of U V) W On J XQ Q zw w N g z Q r-) N N U Er O N 00 Z C 00 p� N co r-- 00 > of Z z Q ( I w L` -I Z �i Ln Ln U Z C �\ , Ln Ln W CN 00 J .111110"' z UJI A® gay5 �7 4 G0� L E _ / + N O O Z � o }• U m O7 d 00 0 In 0 N r t7 4= 0 3 I N r O C E t1 N O 0 0 r` „ : 11-1.1 . �:✓,..<x ,,_ . tss,_._....:m�:- ,. ,-.:- a . . _ ,_ ,� - , .. .s ...._,.,_ r d L;r SIZE SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING QTY. REMARKS m 0 O 0 0 0 TREES: ACER TRUNCATUM X A. PLATANOIDES 'KLETHSFORM' / NORWEGIAN MAPLE (STREET TREES) CHAMAECYPARIS NOOTKATENSIS 'PENDULA' WEEPING ALASKAN CEDAR CHAMAECYPARIS OBTUSA 'GRACILIS' DWARF HINOKI CYPRESS PRUNUS SARGENTII 'COLUMNARIS' / COLUMNAR SARGENT CHERRY TILIA CORDATA 'GREENSPIRE' / GREENSPIRE LINDEN (STREET TREES) THUJA X PLICATA 'GREEN GIANT' / GREEN GIANT WESTERN RED CEDAR SHRUBS: ABELIA X GRANDIFLORA 'MARDI GRAS' / MARDI GRAS ABELIA CORNUS SERICEA 'ARCTIC FIRE' / ARCTIC FIRE RED -TWIG DOGWOOD CORNUS ALBA 'ELEGANTISSIMA' / VARIEGATED RED -TWIG DOGWOOD ERICA CARNEA 'SPRINGWOOD WHITE' / SPRINGWOOD WHITE HEATH HEMEROCALLIS HYBRIDS / YELLOW DAYLILLY MYRICA CALIFORNICA / OREGON MYRTLE PIERIS JAPONICA 'PURITY' / PURITY LILY -OF -THE -VALLEY SHRUB PRUNUS LAUROCERASUS 'OTTO LUYKEN'/ OTTO LUYKEN LAUREL SPIRAEA NIPPONICA 'SNOWMOUND' f SNOWMOUND SPIREA 1.5" CAL. B & B 6' HT. MIN. B & B 6' HT. MIN. B & B 1.5" CAL. B & B 1.5" CAL. B & B 6' HT. MIN. B & B TF STREET TF 18" HT. MIN. 2 GAL. MIN. 18" HT. MIN. 2 GAL. MIN. 18" HT. MIN. 2 GAL. MIN. 2 GAL. MIN. 2 GAL. MIN. 24" - 30" 2 GAL. MIN. 24" - 30 2 GAL. MIN. 18" - 21" 2 GAL. MIN. 18" HT. MIN. 2 CAL, MIN. AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN EE TOTAL: EE TOTAL: AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 4' O.C. 4' O.C. 3.5' 0. C, AS SHOWN 09 04 03 03 03 02 24 09 17 05 07 11 14 10 10 14 06 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY, MATCHED HEIGHT AND FORM FULL AND BUSHY, MATCHED HEIGHT AND FORM FULL AND BUSHY, MATCHED HEIGHT AND FORM FULL AND BUSHY RANDOM GROUPINGS OF 5 TO 17, ODD NUMBERS ONLY, HOLD 16" FROM BORDERS, SHRUBS AND TREES SEEDING RATE: 5-6 LBS PER 1000 SQ. FT. (NOT SUITABLE FOR OVERSEEDING) HOLD 12" FROM BORDERS, SHRUBS AND TREES TO REMAIN, SAVE AND PROTECT NOTE: PLANT QUANTITIES WITHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT SYMBOLS SHOWN ON PLAN(S) SUPERSEDES PLANT QUANTITIES NOTED IN LEGEND. 1. AREAS WITHIN THE SIGHT DISTANCE TRIANGLE MUST BE FREE FROM ANY SIGHT OBSCURING OBJECTS FROM BETWEEN 3' TO 8' ABOVE THE GROUND. 2. STREET TREE LAYOUT IS BASED ON PHYSICAL CONSTRAINTS OF DRIVEWAYS AND UTILITY CLEARANCES. NOTE, DRIVEWAY LOCATIONS ARE SUBJECT TO MODIFICATIONS. NO LESS THAN SPECIFIED QUANTITIES WILL BE INSTALLED. 3. STREET TREE SPECIES ARE SELECTED FROM THE CITY OF RENTON APPROVED STREET TREE LIST. ALL STREET TREES TO BE A MINIMUM OF 1.5" CALIPER. 4. PROVIDE A MINIMUM OF 6' CLEARANCE BETWEEN TREES AND UTILITY LINES AND FIRE HYDRANTS, 10' CLEARANCE FROM UTILITY POLES, DRIVEWAYS, AND ALLEY MARGINS, 25' CLEARANCE FROM STREET LIGHTS AND 40' CLEARANCE FROM THE CORNER OF INTERECTIONS, STOP & YIELD SIGNS. 5. AN IRRIGATION SYSTEM IS TO BE DESIGNED AND INSTALLED (DESIGN/BUILD) BY THE LANDSCAPE CONTRACTOR, FOR LANDSCAPED COMMON AREAS 'ONLY' WITHIN THE SUBDIVISION. LANDSCAPE CONTRACTOR SHALL SUBMIT IRRIGATION SYSTEM DESIGN TO OWNER AND/OR LANDSCAPE ARCHITECT FOR REVIEW, COMMENTS AND APPROVAL. 6• LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES. SIDEWALK NEXT TO VERTICAL CURB ` Q z ; f FIRE HYDRANT 10' MIN. UTILITY POLE 25' MIN. PLANTING STRIP LJ STREET of LIGHT � 10' MIN. 40' MIN. 40' MIN. 2.5' PROXIMITY TO _ 1 CURB/SIDEWALK INSTALL 8'-10' ROOT BARRIER, TYPICAL NOTE 1. PLAN VERTICAL CURB LINE AT INTERSECTION NOTES: 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY -WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 2.5 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C, IN CASE OF BLOCK-OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS. 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING; PHONE (206) 684-1622. STREET TREE PLANTINGSTANDARDS NOT TO SCALE n �7ri nr 4->'4 I nl A -7 j+_ A T[)-7 r Q /,r^ AF) I I 1 II vinL_ L.I. n I I\t_ kA VI_.:ni AAA /�li +_ A I'71r I(1^rL)I + �) 1 A h L)T+ I A IVInLI \LI VL_IL tIV.:LI I•� kAIVtnl\ I tln L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ❑ .• 0.• \ C. I • II I Com:' o. .. N89°45'28„ E 636.70' •�s •: I / W ` �� // PROPOSED STREET II WETLAND �TYP � ~` DRIVEWAY ( ) ! �./ ;'�� � Y .•� ` \ �"�. � \` • ° . •t. x _ I / ' A } i { A ! e 'I I TRACT .. CRITICAL AREA TRACT 9+ ;r J I .(t C Am I , • i .. A p .'• t� II Ln 1F' u I I ♦� I�iiV`)-vV`r:; ', '.. N '••' / -,.3 I ... i � ( iFl..r.r � r Il4 1 ,._.-,�, fes. �•”""�•"'•"""'• I I 4•,"" :I I i ;' I 1 1 I I 1 1 I ! I p ^/,i IA I[-Inr[} I I/'\A Ir^ 1 1 !% oo ''. •'----^-- - •- 1 I 1 I 1 I 1: I 1 1 1 1 I 1 I f - !, '- t)VFil1VLILlLt\ r1VIVIL.: L.L_l,. ......... ........ ,•/%'.3 I .' I \ W. ) U' if 1 +IAn7 nn^ L_Vn Vim.-"V`r�l-LLTC' '— -"• `- _ ,i' `• .- + t• 'I ,,.I,''' 1 I'' i �+• � 1 f t + :• I 1 I r' I II I 7nnr)n^7 nnnn -41 _ I I t 1 1 1 1 I i ''. 1 I 1 I •. I i I I l LVVL V�.SiL,iv V V VV\i ^U : � 1 i ... n IIII-- + n �u If 1/ 'J". .1.. I -------- ----- ---- -_ - ': rl I 0 `--------- ---------------- _ , ( I - - -------___--------:;. 203.52 - _-- - --- - _ ��- --- 77- - _ZL _----- _ It // 89, » 9 30 E 636.52'fI FN89N TREES TO BE PROTECTED., TYPICAL I II REFER TO TREE PROTECTION PLAN PREPARED BY WASHINGTON FORESTRY CONSULTANTS, INC. DATED DEC. 19, 2014. I if I X77 in u4nn I n !,� —�� 4 A N 4 nr n l7� 1nr 4IA1".1 1If-A IA IIA I/� f-nIAIADr\ +R n/lhlAlA f -T AI I �i lLiiVt.l-vVv,i I l LL vV..1 ... +vv ( \V\I VV, III I IVI Q Ln VI\LI\V I\ 1An(\}I_ 4 A+II LA _ I VLI VI VIIVV LUYYnI\LJ i.t vVlvivn LI ML. n C i.vlvi\nwh i i cIv'i i v `f tni\i i. + l r I : tI ! n IVI V\./I\L , nVL. IVI I L.V 1 d •••• , jl _T Aif 11� L_V I n i u` 1 n4 Al L.. rLV l r+ I L.v iL.VI tI I V4+naa-7n)<�h I VII/lh. iv 4 ngq-7 \p NR I I I ti V I I/ U,..,v I I j •. 11 PRELIMINARY T T T / LANDSCAPE PLANTINGL SCALE: 1"= 30'-0" 1 9 o., y � $ s �y- G<Tr'ti'C ENG1Nti� s 0 15 30 60 GROUNDCQVER: 0o LO ARCTOSTAPHYLOS UVA-URSI / 50% 1 GALLON 24" O.C. AS REQ'D ID KINNIKINNICK 0 gx w-2 S 0 < 1 GAULTERIA SHALLON / SALAL 15% 1 GALLON 24" O.C. AS REQ'D ' 'r � �... MAHONIA REPENS / 35% 1 GALLON 24" O.C. AS REQ'D Lj CREEPING MAHONIA LAWN - 60/20/20 HYDROSEED LAWN AS REQ'D HYDROSEED COVER " 0 cq MIXTURE; COUNTRY GREEN TURF OR EQUIVALENT FARMS cq !; LI g 7, •' RUBUS PENTALOBUS / 4" POTS 12" O.C. AS REQ'D U CREEPING TAIWAN BRAMBLE EXISTING LANDSCAPE RANDOM GROUPINGS OF 5 TO 17, ODD NUMBERS ONLY, HOLD 16" FROM BORDERS, SHRUBS AND TREES SEEDING RATE: 5-6 LBS PER 1000 SQ. FT. (NOT SUITABLE FOR OVERSEEDING) HOLD 12" FROM BORDERS, SHRUBS AND TREES TO REMAIN, SAVE AND PROTECT NOTE: PLANT QUANTITIES WITHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT SYMBOLS SHOWN ON PLAN(S) SUPERSEDES PLANT QUANTITIES NOTED IN LEGEND. 1. AREAS WITHIN THE SIGHT DISTANCE TRIANGLE MUST BE FREE FROM ANY SIGHT OBSCURING OBJECTS FROM BETWEEN 3' TO 8' ABOVE THE GROUND. 2. STREET TREE LAYOUT IS BASED ON PHYSICAL CONSTRAINTS OF DRIVEWAYS AND UTILITY CLEARANCES. NOTE, DRIVEWAY LOCATIONS ARE SUBJECT TO MODIFICATIONS. NO LESS THAN SPECIFIED QUANTITIES WILL BE INSTALLED. 3. STREET TREE SPECIES ARE SELECTED FROM THE CITY OF RENTON APPROVED STREET TREE LIST. ALL STREET TREES TO BE A MINIMUM OF 1.5" CALIPER. 4. PROVIDE A MINIMUM OF 6' CLEARANCE BETWEEN TREES AND UTILITY LINES AND FIRE HYDRANTS, 10' CLEARANCE FROM UTILITY POLES, DRIVEWAYS, AND ALLEY MARGINS, 25' CLEARANCE FROM STREET LIGHTS AND 40' CLEARANCE FROM THE CORNER OF INTERECTIONS, STOP & YIELD SIGNS. 5. AN IRRIGATION SYSTEM IS TO BE DESIGNED AND INSTALLED (DESIGN/BUILD) BY THE LANDSCAPE CONTRACTOR, FOR LANDSCAPED COMMON AREAS 'ONLY' WITHIN THE SUBDIVISION. LANDSCAPE CONTRACTOR SHALL SUBMIT IRRIGATION SYSTEM DESIGN TO OWNER AND/OR LANDSCAPE ARCHITECT FOR REVIEW, COMMENTS AND APPROVAL. 6• LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES. SIDEWALK NEXT TO VERTICAL CURB ` Q z ; f FIRE HYDRANT 10' MIN. UTILITY POLE 25' MIN. PLANTING STRIP LJ STREET of LIGHT � 10' MIN. 40' MIN. 40' MIN. 2.5' PROXIMITY TO _ 1 CURB/SIDEWALK INSTALL 8'-10' ROOT BARRIER, TYPICAL NOTE 1. PLAN VERTICAL CURB LINE AT INTERSECTION NOTES: 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY -WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 2.5 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C, IN CASE OF BLOCK-OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS. 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING; PHONE (206) 684-1622. STREET TREE PLANTINGSTANDARDS NOT TO SCALE n �7ri nr 4->'4 I nl A -7 j+_ A T[)-7 r Q /,r^ AF) I I 1 II vinL_ L.I. n I I\t_ kA VI_.:ni AAA /�li +_ A I'71r I(1^rL)I + �) 1 A h L)T+ I A IVInLI \LI VL_IL tIV.:LI I•� kAIVtnl\ I tln L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ❑ .• 0.• \ C. I • II I Com:' o. .. N89°45'28„ E 636.70' •�s •: I / W ` �� // PROPOSED STREET II WETLAND �TYP � ~` DRIVEWAY ( ) ! �./ ;'�� � Y .•� ` \ �"�. � \` • ° . •t. x _ I / ' A } i { A ! e 'I I TRACT .. CRITICAL AREA TRACT 9+ ;r J I .(t C Am I , • i .. A p .'• t� II Ln 1F' u I I ♦� I�iiV`)-vV`r:; ', '.. N '••' / -,.3 I ... i � ( iFl..r.r � r Il4 1 ,._.-,�, fes. �•”""�•"'•"""'• I I 4•,"" :I I i ;' I 1 1 I I 1 1 I ! I p ^/,i IA I[-Inr[} I I/'\A Ir^ 1 1 !% oo ''. •'----^-- - •- 1 I 1 I 1 I 1: I 1 1 1 1 I 1 I f - !, '- t)VFil1VLILlLt\ r1VIVIL.: L.L_l,. ......... ........ ,•/%'.3 I .' 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Visited 9-4-14 O Sanitary Sewer Manhole(SSMH) CB 5 I R2" CONC9S IE 403.461 W = Catch basin (CB) E�I cn� 1 G = Yard drain (YD) 1 32 T GRAVIL 4 _I i , 1 WEST QUARTER CORN'R SEC 32, TWP 23 N; RNG SE, WM -.�' av - Water valve (WV) 1 CALCUL ATED PER HE RESERVE IE=4o4P4CULVERt � o c w Water- meter (,��., AT-STONEHAVEN rn u ❑ I VOLUME '233 PAGE 043 cl w! - _J 1 LL" ; 12' CMP CULVER o J a a n ryi r ns >Ir �I R iwia� \ ,I f 1 r',, IE=405.39 *0 _ 'Hydrant (FH � cv Vl E t\L_IVL_iL V L r � o THE NORTH LINE OF THE 12„ CMP CULVERT Q._ �ign NN/4, SEC :32, IE=405.93 CJ Guy wire anchors (GWA) csi R�: 4. W � '-'��C I --I � C D 4 Col TWP 23 N, RNG 5E, WM4<z STOP RIM=405.87 Q CX) �- �, Q � � d` w (� � � � SLGN 12.. ADS S IE 402.97 _ 0 60 MAPLE Q o O 12" ADS NE IE 402.95 � —_— -- Yard light(YL) _ <� LUSTER R � �' �: �------' ro _ GRAVEL �-- 12 MAPLE P w t a c3 a 1 ----- . '' tr f r o m 26 TRIP ., GONCR TE �, � , . G - Power a l e (PP) O /" MAPLE � _ , P 40 80 1-� > / 4�8 E 656:71 2.0 N 'L E� / • .; � G W A� O ��`�----6---� C Y C L O N F E N G C __ � 2.O t� (ir �� .: ; 35� WF A 8 �, _i F - MAP -1-4 N Sign `�• • /:, q 6 ., e�-E �,� C �C . 70 z.4 N „ �� �� o . O1. SOUTHEAST 186TH STREET 1 14 14 MAPL 0 0 MN / r -` Q �c / 12 FI `14 FIR ru r f C 1 4 v Q' FOUND 1 BRASS DISC O _ P A 0w c� 72 FLUS R , ,: �E 10 IR 1 CEDAR 6_ ,� o _ Ma 11box (MB) ABLE 30 _ MAPL 24 LE ,/ {^� � � � - � o C� ru n, _ I , WITH x INCASED. fI 10APLE p IR c4 F _ ALDER AP 1 -F R- 10 MAPLE.1 IR fi m_- o SLTE BENCH MARK. Q m / /. 1Lu r -n - n H o >� n ELEV 406.25 ® _ � 12 6 _MAP „ � .� � � _ - n � 2 CEDAR � WF A36 36 W � „ 15 MAPLE LE 24 TWIN � � �, Cable junction box (CJB, 9, ® 12 CED R 32 TRIPLE MAPL-- -- - tit ,r MAPL © CE AR 2 MAPLE MAPLE o WIN MAPL4 - - qA :/ � , ,� ?D 6 �C, It C8 3 CLUSTER 1 / s w,-'� Q Telephone unction box TUB MAP E 12 MAPLE Q RIM -406.25 P ( ) 9 1,8- LE AP 33 FIR 36 MAPLE �Q8 MAPLE CLUST �� --- tit �� o%12' ADS N IE 403.30 RI E �� 9" FI 48 IR„ 42 MA c� � c 6 MAPL 1 CE AR 12 MAPL / 3 E �G ~ DECK 1 Q� m 40' f 8 DEC CLUSTER `—r-_ a LE 18. rd M RIFLE P —1 4 �p �s 4 TRIPLE LE 3 TWIN �-'� MAPLE MAPLE 28 FIR 4 q p FRUIT TREE ao I , Lo o � MA �E J”"rLE N40 TW N FIR 2 I CD „ 3g c17�-- 18 MAPLE LUSTER ; 60 CLUSTER(MAPL o * W 6„AR® f 36 BUILDIN 12” ALDER z' U �/" MAPLE TRIPLE -30 TRIPLE 14 F 24 FIR j� r �i GARAGE (4909) �, I EDA .,,.y''. ,,.'''� MA � cc 2 .2 N._.DER i� �] 2 15 ALOE h . . o LE -1 r �, ina pr n LD CD �1 DE MAPLE" Cr W ti 1 vL_ruL_+\ nvlvl�_ - " OP _ MAPLE ®8 MAPLE cU ------ ,�/(_ 32 FIR '�' w c� � I _ 12" ALOE � a -❑qIc� w a *0"FIR rs, a �. � Q I2" MAPLE0 -.;o „t 1 I T. �, - ! _ - , ,� M LE 1 C DA� QUAD 'MAPL' _ oERHAfJa� O 14 MAI4L 32 MAPLE 16 L Q $ R e 12 AL 32.: TWIN ALDR 1 nT r ° a 12 QUAD MAPLE /� z = e 4. DERYD / r J �'' CLUSTER' .� O ( 3 TRIPLE ALDER _ I L n t „ 16 MAPLE 1:. T k O 1 �_, _, 1 _ 2 TW MAP 24 T IPLE 6 MAP 3 FIR o a a 6 TRIPLE DEC vim. v r� L_L:r :. �"`.. 60 APLE �,o ti 3 TRIPLE ALDER 0 10 DEC 14 MAPLE 34 IIN ,, SHED / Y L �. „ MAPLE _ 12 �P v r MAPLE u1 e t A nr, 7r\ :� rv,rv\ CL TER o z a 12 MAPLE 2 MAPL 12 FIRS D24 USTER c { 36 TWIN „ o ,r.. E � ,. ) = t SSMH 1 12 MAPLE LUSTER 1 � ALDER - r e ALDER IE 407: 6 APLE MAP 18 ALDER.,o;. �. a „ FP w RIM=409,87 - 10' DEC MAPLE Q 14- TWIN 10 MAPLE ,• r4 ti r 0 ALDER 12 ALDER 1 © r� tc 12 ALDER 8" PVC S IE 402.09 a �� .. MAPLE :x=:16 CLUSTER ,ALDER 2{ �0 ,2 TRIPLE MAP ® 16 CE AR 16 D 24 IN w �� GRAVEL ((r 1 :: cn 8"- CONC NW IE 402.39 12 MAPLE i4 MAPLE MAPF - r t?) 18 ANDER 4 (( �_, �) CONC NE IE 402.17 18 DEC 618" DEC l o \ % — 12 CMP CULVER 29 ""� 8 D G IE= 08.16 no 1 D 60 �STTE ER ALDER` - 8 DECNORTH QUARTER CORNER ;M..,;LE `'���\8" R 30 -FIR. _ � .�,.Nydrar T P NG 5E 1 M AREA OF MAINTA14•ED GROUND L R N 6.� SLC 32, W 23 N, R �' , � `�: \ ,, M I � ° 42 QUA .e ry 32 , .�2 LI 14 AP� 6 STUMR 1.3 n. - FOUND 2 BRASS DISC WITH X NOTE 7 N MAPLE F R 2. 1'N 1 M = _� 6636.52, c R M 409.33 (COR CONTROL 1866) I - L OpD FEN c 9.. d _ X - - ;G �3�J� 1: ADS NE IE 406.07 12 FI'R HAly cyclone fence I- i. N N89 °49 30"E 656. D3 I I LPORT �I. ✓ 2.0'N 1 4:0'S/ler UILDIN 12 LM CULVERT flTUILDING . 0 COURT D + i a � � 1 4.3' S IE=40VIO GRAVE 1x L I THE SOUTH LINE OF THE C 12_ CMP CULVERT 1 IE 408.53 C + -�y /, N/2, SW/4, NW/4, SW/4, - �t of Renton Control: I 1 � N2 al t-�03 SEC2' WP 5 RN JLL ,v`I- IvtJ I ;-�T Njl I A Q I n I ICiC-n l C> me E 3 T 2 N G SE WM I 1 .,-.J ... - -.1-. H , , , ( f -n AJ n L)r'\ R r,nn Inrt A r- Al I \U I uI-) I JI V IVI �n L_r� A \L_I v 1\ rhh- ' �('i f) �r}. u.�.- VLlvrvfi vii L VVV MI \U 4n LA_Jl vrvr-k L_ I nG_ l VIVVI\L_CD 1JLLki \J �.I-.�. 1 VlJ COR #1866 N 165408 , 8"95 COR I' ,v _ iVl 1 �T ,, 12 CMP CULVERT � jl 111` $f'\1 tl.^T Tr h /r-1 R I 1 A L,1\/:i _{ U E=1303018,769 COR I \\S' 1 Lr,.v)vltvl vLly h flni\Li. uLn17 vnana IE=408.49 1 r,CD N=165109.097 MEAS1 Ln E=1303018. 816 MEAS 1 �'s), op ,,,1 r, ; ILIJLn COR #1868 N=162674.212 COR 9 ��� 1 I �0 E=1305612.474 COR, F 311 SOUTHWEST CORNER i 20' X20' 1 o� 32 SEC 32 TWP 2'S _N _ RNG 5E WM THE EAST LINE OF THE N=162674.387 MEAS ;'-I o, ° T -32, ° 1 n r < CALCULATED PER WES , GLEN SW/4; NW/4, SW%4; SEC -3 E 1305612.560 MEAS I 65j S VOLUME 231, PAGE 033. TWP 23 N, RNG SE, WM 0 I i1 CD I 1 I- WEST QUARTER CORNER SEC 32 TWP 23 N, 4NG 5E, WM 1cc CALCULATED PER THE RESERVE ILn AT STONEHAVEN Description: VOLUME 233; PAGE 043. N89 °29 1, ( 5292:74' 32 ------ ----=— — — 33 9 657:43 657. A3 13 X4.85 2663.03 THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER Surveyor's Notes: I J OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF - EAST QUARTER CORNER _ r� ; SECTION 32 IN TOWNSHIP 23 NORTH, RANGE 5 EAST; WILLAMETTE 5Ec 32, TW 23 N. RNG 5E; WM 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED S 1 ( cv -MERIDIAN IN KING COUNTY WASHINGTON �I«, SOUND 1 BRASS DISC WITH x BY FIELD TRAVERSE UTILIZING A THREE (3) SECOND THEODOLITE I� (GOR CONTROL. 1868) WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER - )� EXCEPT PORTION LYING THEREOF WITHIN 102ND AVENUE 1 �° m TRIMBLE S--3) 'AND REAL TIME KINEMATIC RTK STATIC ) (( ) / SOUTHEAST DIGHT OF NAY. Iz GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR N89 °45' 20TE 1313.42' w l CLOSURE O1= THE TRAVERSES MEET THE STANDARDS OF WAC � 'U 656.71— - I 332-130-090. ° 1 Basis of tearing `_' 656.53' I 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE - �, EVIDENCE_ 1 ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLEGRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) - I 167.25 168..03 r-, cv V r _ - _ _ �, OF THEIR INSTALLATION ARE SHOWN HEREON. LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A o N89 °,49' 3 F- �co CONVERGENCE ANGLE OF ZERO COUNTERCLOCKWISE WAS APPLIED to C Ln L 1� 656. 53' o � �; 1 3) THIS SURVEI REPRESENTS PHYSICAL IMPPOVEMENT CONDITIONS AS AT AN 'X' ON A BRASS DISC AT THE NORTH QUARTER CORNER OF - - SECTION 32 TOWNSHIP 23 NORTH, RAN -5 n m 656.00' m U 10 THEY EXISTED SEPTEMBER 16, 2014, THE DATE OF THIS FIELD � O GE EAST OF THE 656. 00' 1.�1�.01, 0 500 L��aO SURVEY. WILLAMETTE "MERIDIAN, THE NORTH AMERICAN DATUM OF 1983/1991 o 1 (NAE) 83/2011) GRID COORDINATES WERE FOUND TO BE 165409.0972 / ) ro S89 58...23E 264.01 l _ -, _ � - _ _ ,1 4) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED / 130301B.816 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL _ w J 1 EASEMENTS HAVE BEEN PLACED ON THE TITLE R THAT POINT., THE INVERSE_ OF BOTH THE SEA LEVEL CORRECTION I � SPORT FROM TITLE INSURANCE COMPANY COMMITMENT ORDER NO. FACTOR OF 1.0000106598 AND THE GRID SCALE FACTOR OF - I o �6 0023265 -ETU, DATED AUGUST 25, 2014. NO ADDITIONAL 0.9999844500 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN z I I RESEARCH HAS BEEN ATTEMPTED. GROUND DISTANCES. Scale: 1 Q� L 99 5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR 1 I o " ( TO PROPERTY LINES. V e rtic G`� 1 DC`s to 1 500' M m ( 6) NO EASEMENT OF RECORD EFFECT THIS SITE. PER THE TITLE REPORT. BASE: 1 COR 2140: FOUND BRASS STAMPED "KC -F-7 1993:: S 7 AN AGREEMENT F IN CONCRETE WALK ON NORTH SIDE OF SOUTHEAST 192N STREET ( )0 TERMINABLE LICENSE, FILED UNDER RECORDING D T NUMBERS 20131009000726 & 20131022001138 EFFECT THIS SITE: IN FRONT OF HOUSE NO. 11406: MAINTAINED AREA IS SHOWN HEREON, ELEVATION 508.467 FEET (NAVD 88) I I�ECEI���C� 1 WEST QUARTER CORNER SITE. FOUND BRASS SS DISC WITH 'X"AT INTERSECTION 31 32 1309.28 ' 1309.28 ' 32 sec 32, TWP 23 N; RNG 5E; WM .IAN 2 ®201 — — — — — — — — — — -- ---- --- ED ° � :, CALCULATED PER THE RESERVE OF 192ND STREET _Q SOUTHEAST 186TH STREET 6 5 S89 25 59 E 2618.55 5 AT STONEHAVEI'd ELEVATION 406.25 FEET =g. SOUTHWEST CORNER 5 VOLUME 233, PAGE 043. CITY OF � a !"ON SEC 32, TWP 23 N, RNG �E, WM CALCULATED PER WEST GLEN PLANNING DIVISION VOLUME 231, PAGE 033. Y W Lu _1 CnL CDw z o O C-3 (� z �7 a w [:a - CD F- z O H 0 (D W_ � I ----J s) U W M CC) a. �J rn L ` Q a c . o CD QJ a ro C crr�__) U� cD a Cr CD W ® c, F4 UJ -I- ✓" M cr) X �-4- G)Q a) L L fir �{ W 4- Lf-) � cid 4--)00 LO II LLJ LD t ) LEI 0o 0i CJ M . M o z �O f ti aJ! 2 M �.� s �'r O a O CD cr) 4 � s 4- LSD oG CD 4-03 M CP L co 0 CL) Q r -C 37- > +-J co C_ _ 1--- a j HM GJ c o o cn M oD CU Q2 w w a -C P L DRAWN BY: UK SURVEYORS. WOODS;, PLS CHECKED: SW SEC 32 T 23N R 5E WM DATE; Sr PT 16, 2014 REVISED: PROJECT: 14-180 DWG NAME; 14-1806 SHEET REV S IST— No 1 OF 1