Loading...
Plans : c:7, ec• F.,,, '-' ..) , 0 ‘r 1.9 a 1 6 c-...i - . C) .:f. r 4,,,,.. .E1-.:1,,,,V:i-r-tl\i7:16-vo' an .„,,.% !, . C.) Li II2 i L.) -..z 2/iS /SO .., 0, . ...):::„. 8 IT ;,,,,.,":2I Ce < '......i 1 bl'4 \"..•:-.,..-- ntas:, ,.....—itne:----- r , _...._ --, \ai • III ) SD - . .11AN SD SD SD SD - _ 2 1 G G G G G ,,.....- - 7 7- 1 9 / c+) cb 0 ASPHALT gl N 4', N c", c'I W C3 NITC1 ' ' V" 't ''' N N N N N N N N N N °,1- C‘t C`,1 ' 1.• 0 S '- Se- l i STET 1 --tbS -I—l----CrWL ammo. I 0 \ 1 \ ASPHALT <0 \ \ \ 5_01.(r F'tiRAIBGLITT-ORAF-ZY )1, \ \ II\ \ \ \-- - - --1- \ ELK mummii 1 -z-_-- -A w - 1- V.Ii0 IC" .1 IkAmilm.--riwn i --SD- --,-,-- --,=•--\--SD / 2 .,..- ,e2. m cl ..„ _ _ .,„„, .," .--. ..„ „ „ .......-..... .111.- --- - , .... T-.7== =1,7.4K ---' / i il ACCES- . ----*'• friBACII • 1 - -i----- \ 1 I 1 -___...-_.„-.___r i \ / I , I® / • 1 \ i il , I / / I co L I 1" 1\ 0 '\I 1 1 ,,._ The rIAX ETBACK fa GO\ "N, r-'---,x----.,- - ----- / co / , \ ...,„-.,---.-- , --,--, _J \ / 11=1= . ' . . • . ,,,,A314erfe-cy-., . . 11- , N/ q.7 M. k s5'36 -0 ?1.2, 1 UJ I II 1‘ s6 l \ I \ ,,, WOOD HOUSE © 2 u) 111 I t 1 II t 1 1._ z < ef.flz 1 II e) i 1 ( m). \ P. HEIGHT:13 2' ® A \ gi- 11 A Ii I 1 '\ I 1 I 1-17, I r --- d-----<" 'ill I III , 1 t 4'''' 1,751.7 SCI FT 1 0 f: 0 \ I -at 1 0. * ' •i• \ '...i, A mmummommi .N. c) < E CL — co \ I CO 0 1 0 \ g 1 ,.. A Z "a C's I° 1 \ /1/11/ °, s''N. \ ' . \ c'"- " 1 'N. 4 \ .a. .• W . \ N\ '4 \--if/ g/\ N ''. 9.8' , 1A1, 00 ...06/- I 6„:01 pc..0 WOOD SHED H W .c2,1 I I i \ \\ ''''. -- 29 \ \ \ 'e-' l' \-----. \:‘,.'" ' / \ 0 c..1 HEIGHT-10.9' D ° LI/I= E. ..‘ t I\ \ .."--C 4-:"-.-- I \ 1., \ s Hp:). .3. ..„ ,,,In,-,- 84 6SCIFT \ 1E18"RCP: / 1 \ \ • ' ,\ \ - -‘ - )/ \ \ _t. \ \I \ ,HEIG rt 9.6 ‘37.4 SQ F'f.. / 0 0 \ 2 z \ . \ \ I \ , 217.15' \\\ \ 1 \ 0' I\ 0 \ \ H I- (t) 1\ I ‘ cPc.s, cs <0 \I I .IRI-7I 17 )\, \ \ 1 \ ,,,, 12.„.2' , \ ab 111 i 0 '1 .,, ,/, 0,.. c, \ \ Ok4 51 \ \ \ 0...1)"4:...G v..C. \ \ ‘1,1C'°1 < - \ * Ill Ii H \ \ \ •P eq e, ‘ \ /140:1,44%.01to%3630 \ \\ 01‘N)14S,Iyo.f.,..V 02:: a X W \0 D 1!I 1 I qn 6 \ e, e-.. e, 0 \ \ \ \ I ., ,,,.,..3 _,r2.9\ \ \ P.• seD 1S a x a -- k ,... \I„,,...,c, ....„ \ \ ss,- . , '\ckse < LLILLI- III..I Let .F2 ,,, g = ,kcs -s• \.004-t,.,-.0.251' \ \ \ \ \ \ 0. \ .c En' . F. i 1 r•' '5,0,12°70'4 \ .st3-- tqcosl --,.. \ \P-2.6.\ \ \ ,.s \ co Ki .5.011 10 •LN‘jm \, \ 4 4 \ \ \ \ \ \ A \ 1) 1110 N, — 2,\ N. N. \ \ \ \ \ \ \ \ \ \ \ 0, ,cli --, 11..i 1- 1 -11 0, II" .1 N. 1 ? li IIIIIii / 2\ i \ \ ,.. -, \\ \ \ \ \ \ BENQHMARK 1 \ 5/8"IRON ROD WITH RED PLASTIC\ \ \ \ CAP"SF[ANDS CONTROL" ,... "4PEE", IMIT 'I It., ' , I. ,,, \\ ' ELEVATION`.'2 .29' „,„, ". „\\ \'`,/ / 30.c .7.. I I I c.,.. ,t \ \ \ I s \ \ \ PENCE ENDS\AT PRSPERTY LINE, \ \ 1‘) \ \\ \\ \ \ rn -...,, i,k I, \ • \ 1,188.13L137.09' i - - .',-• - '\\\\ \ - \ .., IE 12'1 RCP: `4. I \224.42' 2 L''' , .9ee 1 2: / i N. , \= /0, 7 \ \ \ \ \ \‘ \ ‘,.. s, \ \ ‘ .,..L„.0.10:p.,oe. \\ \ \\ \\\‘\\''' : 'S'L ''' ''' '..., '.,,, . ? '''..• Ii / I ''''' I / ( '''' I, / 1 / / !: C a o -.--- ' _, c'c? . t6 F'R \ t.to s.:r-v''oo \ t N. -, .1,,,), r \ \ \ 00e-,„-,c,e,A. ,,,t-5,.-5r66 -, 1 \ --. \\( ..., - =00, \ 1 ---.. t,at5 I \ --.. N. It 0 ce l'zt3 1' b \ \ — — ...,... 1 z,ott.)51 \ \‘ \‘-‘ 1 '55, .( a_\ \I \ ' \ \ ll. .,.._ [ e -- - \ \_f- -v, . I- ----7.--L__ -,,,,_, • 1.-----; \-1 ..." \ 1%, 0 Pee' -„, LI ' \ \T, \ \\ , \ I ,,' 5;41 , ____ _ _c 4 -- -- - 0 1 _ \......._ 1 '‘. -I I-\ • `N — -.. 1. a) "..- (1) "--eee, ? \ \ \ \--I \ ASPHALT\ L_ __,,-. -*-• 1 4 \ \ - V \ N \ ..z. dr...4. •-,. ,, IN I- - ___ 4 I ."'" di 4. I '--\ \ \ \ 1%. 4. 4. 1 4 1 ?al '''''(r 7-\'''-/ \-- - i‘,:-.-- --\--4- ---\"4,-- --1 s' .4 1 .5 `,.. \ y .: .. -,-, '-s. --_ ...„- -,,,„,,,, -, 1 ri• ,c,14.k. ,,,_ fel, v N. \ \ \ -... -,.. --.. Oe --... -,.. -,.., ‘.... -... c-, .,.. '-.. "-I-- ..._ --... ',.. -.. ‘z II -.. --. -.... oe.e., ''''°,-. -,„ \ \ ,r,P•si • \ (i) •:, N -... -.. -, s"‘.,.. . N \ I , ssiol .,E 5 NV'S WI Cs1 - lee__ 1 - "1„.o"--,7 "-- " '""' — ‘,,e,,e, s '..... •r, Ni \ \ UP1'1' CO- SR.1 ik-S AO • '',......, ..., " •....0 --,... \ .\ ,....,,,u w.,„ ,.... ,..- — , '.......,„ --.r..0 \ \ CO Ase,DC° \ E 1 '. `;-i '"--- . -.-.. •,•... N \ 1S N os,,14.112-\..e,,..x. / _ C'Cs' \ 1 09‘11%4Tt N W W j... \ C'eC''''• )111 ' -... 6, -..,]. <c>, .07-- Ei 1 \ \ \ N. \ \ , N i o _ or, gre•\_ , T.L.-s. if It \ \ k.orC3 C.Cks . `,. \ .®--.... VIA.W.• c^a 1 ‘ 0,340 K.. \ < * \\ vil‘,.,01 \ \ si / o I-_ 0\ \ \ 1// , A I:a4.-....''' i I1 \ \MAX SETBAs&‘„, \ .1 / ', l‘k. R.0 W DEDICATION PER - - ] .' ' .' '''''WAN:\• E '-z-' . .--', </e. , • • • .--;54% \ \ --.. R.Q.W. EDICATIDN N 2007-089253 0 _, c\i i / - RAN_ . ...4 , 0 . _,,,..._ cir .17 0.,•:°:‘,,,,, ,,,..:....,'„, ,:i...,RE. .,_____,_ ,,,,7.7S.,,,,,,„,,_a_ ___ NAT FC , -- -"""" --- -- --- --- ------- - j/ .--..... _ .--, ..._ .03) • SD ® • \- •;' ' ' , . . 7. , : /* I ' , : ' : 1 - / • ".• ., .. , ss - 0 ,:.; __ _ • - . -,,-',' i', • ' . --• .A --7 -:- . , ' C/L- _ 0 o • ' - .NA ' 4 ' N. , .. c-c1,4 ' . .% .' a . c-'''0;:. , ' '. , '9.e' • ....6"c. \IV"-,' (-7*-c.-, ., Vlf. '-''' ' c`"4.6-z-- "a\-L,--'7- wt. - . W N i ' '7 uosmAimp:H3SD 917:LI. -ZO-OZOZ 31VCI G3AVS 90.£I.LZ-Z-OZOZ aLVO LOld 8N.P'ONZL-8A-S0-0S1011s00100-10V09911.0-9954MsPerucl-11End-111311 .1.3S .1.11/413d NOI1I1O1NJ , I , I- LLJ CO RECORDED LEGAL DESCRIPTION STORM DRAINAGE TABLE: STORM DRAINAGE TABLE: SANITARY SEWER TABLE: I- M PARCEL I: n STM MH RIM: 232.18' L STM MH RIM: 215.02' OA SAN MH RIM: 233.26' IX A TRACT OF LAND BEING A PORTION OF LOTS 31 AND 32,FRUITLAND ACRES, IN THE CITY OF TIGARD, IE 12" PVC IN (W): 227.09' IE 10" PVC IN (NW): 209.62' IE 8" PVC IN (N): 220.34' COUNTY OF WASHINGTON AND STATE OF OREGON, BEING MORE PARTICULARLY DESCRIBED AS LU FOLLOWS: ( ) ( ) (S):IE 12" PVC OUT S : 226.95' IE 15" PVC IN NE : 208.98' IE 8" PVC OUT 220.30' 0,,, BEGINNING AT A POINT ON THE SOUTH LINE OF SECTION 36,TOWNSHIP 1 SOUTH, RANGE 1 WEST OF THE IE 12" PVC IN (N): 207.69' Z WILLAMETTE MERIDIAN,AT THE SOUTHWEST CORNER OF LOT 32,FRUITLAND ACRES,A SUBDIVISION OF © STM CB RIM: 231.71' IE 12" PVC OUT (W): 207.62' © SAN MN RIM: 230.82' RECORD IN THE COUNTY OF WASHINGTON AND STATE OF OREGON,AND RUNNING THENCE NORTH 89°38' ' O EAST 200.00 FEET ALONG THE SOUTH LINE OF SAID LOT 32 TO AN IRON ROD;THENCE NORTH 115.13 FEET, IE 8" PVC IN (N): 217.13' STM CB RIM: 230.44' IE 8" PVC IN E : 217.11' PARALLEL WITH THE WEST LINE OF LOTS 32 AND 31,SAID FRUITLAND ACRES,TO AN IRON PIPE AT THE ( ) SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED TO CARL OREY,ET UX,AND IE 18" RCP IN (N): 229.09' n STM MH RIM: 217.29' IE 8" PVC OUT(S): 217.00' RECORDED IN BOOK 274,PAGE 353,WASHINGTON COUNTY DEED RECORDS;THENCE SOUTH 89°38'WEST IE 12" RCP IN (E): 228.99' FULL OF WATER O 200.00 FEET ALONG THE SOUTH LINE OF SAID OREY TRACT TO AN IRON ROD AT THE SOUTHWEST CORNER IE 18" RCP OUT(S): 228.89' COULD NOT DIP © SAN MN RIM: 261.73' THEREOF,A POINT ON THE WEST LINE OF LOT 31,SAID FRUITLAND ACRES;THENCE SOUTH ALONG THE WEST LINE OF SAID LOT 31 AND LOT 32,A DISTANCE OF 115.13 FEET TO THE PLACE OF BEGINNING. IE 8" PVC IN (E): 251.05' LLI EXCEPTING THEREFROM THAT PORTION DEDICATED FOR STREET PURPOSES BY DEDICATION DEED D❑ STM CB RIM: 230.89' n STM CI RIM: 218.02' IE 8" PVC OUT(W): 250.95' 0 RECORDED DECEMBER 12,2013 AS RECORDER'S FEE NO.2013-104428. IE 18" RCP IN (N): 229.44' UNABLE TO OPEN PARCEL II: IE 12" RCP IN (E): 229.34' � OD SAN MH RIM: 218.29' A TRACT OF LAND BEING A PORTION OF LOTS 30 AND 31,FRUITLAND ACRES, IN THE CITY OF TIGARD, IE 18" RCP OUT(S): 229.19' I R I STM CB RIM: 218.05' IE 8" PVC IN (N): 208.29' COUNTY OF WASHINGTON AND STATE OF OREGON,BEING MORE PARTICULARLY DESCRIBED AS IE 12"ADS IN (E): 213.30' IE 8" PVC OUT (E): 208.25' FOLLOWS: 7 STM CB RIM: 246.18' IE 15" PVC OUT (NW): 213.30' BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF LOT 30, FRUITLAND ACRES,IN THE COUNTY OF IE 10" PVC IN (E): 244.67' 0 SAN MH RIM: 219.11' WASHINGTON AND STATE OF OREGON,WITH THE EAST LINE OF THE COUNTY ROAD(SW.72ND AVENUE) ALONG THE EAST SIDE OF FRUITLAND ACRES,ACCORDING TO THE DULY RECORDED PLAT;THENCE IE 12" RCP OUT(W): 244.67' 0 STM CB RIM: 219.78' IE 8" PVC IN (W): 207.92' SOUTH ON AND ALONG THE EAST LINE OF SAID COUNTY ROAD, 100 FEET TO A POINT ON THE WEST LINE IE 12" CPP IN (N): 215.78' IE 8" PVC IN (E): 207.92' OF LOT 31, FRUITLAND ACRES;THENCE EAST PARALLEL WITH THE NORTH LINE OF SAID LOT 30,A STM CB RIM: 247.22' IE 12" ADS IN (E): 215.18' IE 8" PVC OUT (S): 207.87' DISTANCE OF 200 FEET;THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID COUNTY ROAD TO THE IE 10" PVC IN (E): 244.80' IE 12"ADS OUT(W): 214.98' 4 NORTH OF SAID LOT 30 TO A POINT 200 FEET EAST OF THE POINT OF BEGINNING;THENCE WEST A DISTANCE OF 200 FEET TO THE POINT OF BEGINNING. IE 10" PVC OUT(W): 244.77' FO SAN MH RIM: 215.63' To EXCEPTING THEREFROM THAT PORTION DEDICATED FOR STREET PURPOSES BY DEDICATION DEED n STM MH RIM: 240.03' IE 8" PVC IN (S): 203.48' m RECORDED DECEMBER 12,2013 AS RECORDER'S FEE NO.2013-104429. n STM CB RIM: 228.56' IE 12" PVC (NE) 229.49' IE 8" PVC IN (E): 203.46' D PARCEL III: IE 10" RCP OUT(E): 224.66' HAS FILTRATION SYSTEM BELOW PIPE IE. IE 8" PVC IN (N): 203.40' LOTS 1 &2,ISSACS SUBDIVISION, IN THE CITY OF TIGARD,COUNTY OF WASHINGTON AND STATE OF IE 8" PVC OUT (W): 203.33' N OREGON. ESTM MH RIM: 229.16' n STM CB RIM: 226.73' EXCEPTING THEREFROM THOSE PORTIONS DEDICATED FOR STREET PURPOSES BY DEDICATION DEEDS IE 10" RCP IN (W): 224.18' IE 12" PVC IN (N): 223.73' © SAN MH RIM: 223.32' o RECORDED DECEMBER 12,2013 AS RECORDER'S FEE NOS.2013-104427 AND 2013-104430. .c IE 12" PVC IN (N): 223.99' IE 12" PVC OUT(S): 223.33' IE 8" PVC IN (S): 214.75' o APNs: R285729,R285738,R285756,R285783,R285747 IE 12" PVC OUT(S): 223.97' IE 8" PVC IN (E): 214.12' CONTAINING 61,328 SQ FT OR 1.41 ACRES,MORE OR LESS. n STM MH RIM: 226.96' IE 8" PVC OUT (W): 214.07' c THE LANDS SURVEYED,SHOWN AND DESCRIBED ABOVE ARE THE SAME LANDS AS DESCRIBED IN THE n STM CB RIM: 220.76' IE 12" PVC IN (N): 223.36' CHICAGO TITLE COMPANY OF OREGON PRELIMINARY REPORT ORDER NO.472518006275 WITH AN IE 12" RCP IN (N): 218.91' IE 12" PVC IN (S): 222.48' HO SAN MN RIM: 231.35' ry EFFECTIVE DATE OF 12/14/18 AT 8:00AM. IE 12" PVC OUT(S): 216.46' IE 12" ADS OUT (W): 222.45' IE 8" PVC IN (E): 220.63' N O n IE 8" PVC OUT (W): 220.61' a LOT 3,ISSACS SUBDIVISION, IN THE CITY OF TIGARD,COUNTY OF WASHINGTON AND STATE OF OREGON STM CB RIM: 219.14' a IE 12" PVC IN (N): 214.14' o THE LANDS SURVEYED,SHOWN AND DESCRIBED ABOVE ARE THE SAME LANDS AS DESCRIBED IN THE IE 12" PVC OUT (S): 213.94' 4 CHICAGO TITLE COMPANY OF OREGON PRELIMINARY REPORT ORDER NO.472518006278 WITH AN I EFFECTIVE DATE OFI2/17/18AT8:00AM. K STM CB RIM: 215.51' DATUM INFORMATION 0 r APN:R285729 IE 10" PVC OUT(SE): 213.31' 03 > CONTAINING 15,243 SQ FT OR 0.35 ACRES,MORE OR LESS HORIZONTAL DATUM: BASED ON OREGON NORTH STATE PLANE u COORDINATE SYSTEM BASED ON STATIC AND REAL TIME o KINEMATIC OBSERVATIONS. 1 o VERTICAL DATUM: NAVD88, BASED ON STATIC OBSERVATIONS oi SURVEY PROVIDED BY: 9 M CRESURVEYS EMAIL: INFO@CRESURVEYS.COM PROJECT 14568.01 PHONE: (330) 777-0502 44 DARTMOUTH APARTMENTS DATE 02/24/2020 24 N. High Street, Suite 103, Akron, OH 44308 D Q W L r..•.alimm k.h,_ EXISTING CONDITIONS PLAN y 720 SW Washington gnt,720 INFORMATION C051 Portland,Oregon 97205 971-280-B641 • - w DEMOLITION CONSTRUCTION NOTES ° ���:. ^� , // / / ,✓ SW 72ND AVE ,r �� Cr.!. N ry3D —ry SD f / SD / so s sD s SD SD - 1 DEMOLISH EXISTING BUILDING. ✓ / SS ti� ,y`Lry— SSr\ G— SS - r l� O W J I - f / f by . ryryh ,vcc Ss a/ SS / ss g SS 7 SS S CONTRACTOR TO COORDINATE WITH ,• / ( t - .T ti C� ENVIRONMENTAL CONSULTANT FOR ANY �`�. 1 f / n2 Z ' I• . c/L—/ / / W �3° W . HAZARDOUS MATERIALS. / N ' i / ( f { / — / J — P — 31 MENNE— v ° o� / /21._ / / M �_ /_ J _W / W _ _ ' 9 2 DEMOLISH EXISTING CONCRETE I"' :J. W � - / 'lid - _�.—/ _ - _ c- - ff€ j/ 1 SURFACE. DISPOSE OF MATERIALS II Fer� :: _ �_ —�> I-s/ = OFF-SITE. .,,,,, / M . , , ,, . I 0"4 / / / ` ( / '` O3`� • Fb `� �� , ,,, ' - Fb` - - - ` _ a 3 DEMOLISH EXISTING ASPHALT PAVING W • • �� 9� / �g1�' __ e �_ J / / ��� _ - / y SURFACE. DISPOSE OF MATERIALS Cl I,�✓. / t /� - 7r-- 7r -X —x - - h. ��TG . X -x- ! - _ 1 I OFF-SITE. ' • S- . j/ / /I /j �,, -``s / e r 4 �� / e ,�-- - - 1� c,� L / / / / e - ` a 4 REMOVE EXISTING GRAVEL DRIVE A, 8 ( 6 I r ' i / e ' �,. '� / T / e `"s 1 t 233 PATHWAY. DISPOSE OF MATERIALS 1 r f e / / e �,.- I OFF-SITE. '` �' / ', I I I I fr 1 / / / - ' / /-=-' '�� I �/ / / t I I / // / I / 1 / V / . // / e / / /J `\ \ - I ' 4 5 DEMOLISH EXISTING FOUNDATION/WALL// 1, - / I / / p / IJ © i / ,,3 �, / ' DISPOSE OF MATERIALS OFF-SITE(n 'n//�,/ Il n +/ / / ff /f1 s / / J✓ J✓ s s �f�U^~� — / ��1� _ \ 235/ 1 ! t J ,3 (\ C II 6 REMOVE EXISTING STORM LINE AND o / t / / / / R" \� �� i (�n D = J- - ==_`224 l F - t J / ,✓ \ ` lj I *� DISPOSE OFF-SITE. _ y3 / ( / / : �/i lfI- f � . �i � , , ''� / / //I II / r I / // d �36 - - � \.`--✓ids' "2223 ss• I1/ / f,, 22 / / / _ __�'�!(/ * 7 REMOVE EXISTING GAS LINE. III O ` // II1. `� . ! �( / / F / �' ;-N- - =_- I4, v I- 23i I CONTRACTOR TO COORDINATE WITH NW e I ✓ / .-237 . J /� — — — - - \ r; NATURAL FOR METER SHUTDOWNO ' II - ti / ` I _ _cif / I / / _ IN . �'Cc i II I / © / / / n, ti, t L'- - -' \\ / / / �'` / / n8 r /' ,� r- \ >, I238Z8 PROTECT EXISTING SANITARY SEWER g _ ' II // / / �ti // / e e r / s '�.: r f 1t . - 239I a LATERAL. CONTRACTOR TO POTHOLE lI J / / f / / ' j '� // 9 O ! Z EXISTING SANITARY SEWER LINE TO .6 I. -I = ,+ </ // / /t fv / / !r ! ' J 23° °® 4.. I VERIFY SIZE, LOCATION AND ELEVATION. w I t / 6 I / / / f � / ' . e /� -'* , SEE COMPOSITE UTILITY PLAN FOR co -., _ . l� I / 4 / / v -' - j / / e e ''� V ,�- - - �A �; � 24x �'I CONNECTION. u, m I cii- / // / / // �� / / / // I ` / e .' \\\\\ 9 242 ,�, J f° / / / r ,- - \ . 9 DEMOLISH EXISTING FENCE AND 1 ti f / / / / r - I DISPOSE OFF-SITE. \I 243- F . TV > I� / / / / /f ✓ �,b / , / / a 2 ' / �tt3"�\ \ rS, _� - _ -x- / J y - / r J \ \ 7 �'2¢4\ N 10 DEMOLISH HOUSE POWER METER. J' r / ,'S / �,. / / // \ \ o , I CONTRACTOR TO COORDINATE WITH • `� r ''� °� 1 / / I PGE TO SHUTDOWN POWER SERVICE TO I,- - - — / 4 \ II ,. ,.245® I HOUSE.. t I I 1 / // \\\ \ • e 246, o r I I I ` 1` e— — X /X—Ci 11111 a, I v _ _ — — - 11� _ 247 d EROSION CONTROL N _ 2¢8 I CONSTRUCTION NOTES o , (} PROS 2 `~ I �.' C� e 2� � ., GINS � I`� ., I 9 '- 1 0 PROPOSEDSEDIMENT FENCE. _ I ur / m a s g , 4+I' ,.i+'� PROJECT 14568.01 QZ �� i.,r 71 ,�'� O W L DARTMOUTH APARTMENTS DATE 02/24/2020 20 0 20 44• WO- r,...mrt•= ms DEMOLITION AND EROSION m E 720SW Washington Street,#750 CONTROL PLAN C070 m SCALEIN FEET 'j.XPtRES:`/$o/Li { Portland s�eig2eo 7esai