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HomeMy WebLinkAboutThe Meadow , s . TiE EDIC/'►►TI0 id _ 11 KNOW ALL MEN ay THESE PRESENTSt I hereby certify that this tracing That we, William B. Towle and Mabel Towle, husband and wife, are the title owners, is an accurate copy of t e plat of and we, Lyle 0. Goodell and Evetyn V. Goodell, husband and wife, ore the contract pur-- "THE MEADOW". '° ` '" " choser3 of the: lands. shown on the annexed pt4t and particularity described in the - survey- A R ����������� OF � 1 12 AND A PART OF ` LOT , � ors certificate hereunto attached and have caused the same to be surveyed and platted into lot* Gnd streets, as shown on the annexed plat, and to be dedicated "THE MEADOW, GREENEURG HEIGHTS ADDITION, SECTIONS 3 AND T. I - , 1 and we do hereby dedicate all roads and streets, as shown, to the public for public use WASHINGT�JN COUNTY óREGOt'1: foreztet, R. I W,, WILL. M E R., a,t en04,6, OPc 4,gS SCALE: t" a 50'. .Y: 196 W LIA s• T WLE MABEL TOWLE .417,.,> 2(At_.,--,,ZEZ-e- LYLE D. GOODELL EVELYN V. GOO DELL .., t.. » +� � ;3 i �l t}• 1 }-�•L, of } ry + A 20 iJ� i i.% ; j ACNOWLEDGEMENT ' ?0 0 1 " 522.86 i_s? ' Y ; ? / 894824 ; W ; 70,00 70,00 r • STATE OF OREGON f / 5$339.45 70.00 '. a COUNTY OF WASHINGTON S.S. / 2s 3 • 3 3 ;g4r so 3 so „ is 0 la 0 er This is to certify that on this/�_ day of fit,! 's7 , 1943,-' before me, a o o o i° „" *�' I ,.F Notary Public in and for sold County and State, per onolty appeared William S. Towle, eo ? N "' 14 a m 13 •° 0 12 0 tt ;t H ' i 6 a e� t 5 g rti - $ - I - Mabel Towle, Lyle D. Goodell, and Evelyn, V. Goodell, who are known to ma to be the /Ili (v ���. o o g 0 0 a ' 4d identical persons named in and who executed the foregoing instrument, and they acknow- f J ., - lodged to me that they executed the same freely and voluntarily. �1V ; ;...,. c, -.--w 5�� 2i� _._ g:; .8 -a,r_k_ --- - 'a-�- 66 - _ �,24 tit i • Witness my hand and official seal this day and year lost above written. .098140 70-00 �� 10.00 . LvT 70.0b � 7fl.tt0 No �} ex ,� >0 rya• i �' t .0 '�f SS J 1 Y PtiOLlC FOR Ts( STATE OA OREEflll __,.�- --- -- 5 Q" 478.29�_ - t -. 4i j My corntrtt;s10 expires- s ,lG J A O .©e b 1, �N v�1w,,� - hja fE✓ IA 6 , - -:-�‘1 ` 00 ? + ' i jl w . �, - � y 1 S e.a L , ,t Ole,., s 1.. I .�• "" " ° 70.00 70.00 70,00 •15.24 ��+ + ': $� 4g O Z ? 2s 58.33 80.00 70.00 52.86 d: +s. + d3 Q l c s'# • 0 a) 1 0 0 s 0 _ e4O N O ..b.. / t� r� S 3 p eV 0 0 csi- O N 7 • -.*ti te j .8 0 SURVEYOR'S CERTIFICATE , a ,. , t, .. I �' s 8 k + yi .i.. STATE OF OREGON 0 10 o z a i. -.."..- COUNTY °` © >n o x s }_ 70 Oa 1i - COUNTY OF WASHINGTON S.S. .� 2 00 Q 90.34 + - 84.'37 i` a •: 70.00 1 • 7o.ao g 70. I, Herbert A. Mohr, Registered Professional Engineer in the State of Oregon, hereby ....vA... o - certify that during July, 1965, I accurately surveyed, subdivided, and platted into lots INITIAL �a--�--^* ��"�"'"""'`"fi'""""�°" N 6+ a5j8100" E 626.64 - - - t'' and streets the lands shown on the attached plot of "THE MEADOW", the boundary of POINT o i _ _ - - STREET : which is described as follows; -W-- - KATHERINE , I s Record Drawing is made available by the City of Tlgard 3 a pe bSlc serVlce.Beginning at the southwest corner of Lot 12, Greenburg Heights Addition, The rr4Merle:contained within this Record Drawing is for referenu9- rp4ses only, a duly recorded suf division in Washington County, Oregon, and running thence CURVE CURVE LONG CHORD LENGTH OF c � frt. Gliy,tluk0s"tu► pr2se�ttaeions,warranties,Tor 3 Dante 3 N 89.58100"E, along the southerly line of said Lot 12, 626.64 feet to the southeast 1,, of the.accuracy of the materiP : No- RADIUS DELTA LENGTH BEARING LONG CHORD i corner thereof; thence .N 00°06'OO"W, along the easterly Knee of Lots 12 and 9, said Approved 13y: ` t 50.00 6(P34'23" 52.86 374°40'48"'W 50.43 'i°itla: Co1441? subdivision, 295.64 feet to the northeast corner of that tract of land described .in _ I :. " a N 2 50.00 45°00`O(I' 39.27 N52°32`Od\! 38,27 contract of sale to David William Mc�etche, at its, as recorded in Book V , Page 1851 Miscellaneous Records of sold .County; thence S 89'48124"W, along the northerly line of 34 3�1 3 50.00 60°00100" 52.36 NOU°02'00"W 50.00 A7TEST= DIRECTOR 0F RECORDS AND ELECTIONS ' 4 5000 45°00'00" 39.27 N52°28'00"E 38.27 (Count tit), WAS (iTON COUNTY , said Maetate tract 522.66 feet to the. northwesterly tine of said Lot 9; thence i • S 29.41'00"W, along; the northwesterly tines of said Lets 9 and 12, 203.25 feet to an 5 50.00 60°34'23a 52.86 s74°44'48"E 50,43 ante point in the westerly boundary of said Lot 12, thence S 01416'00"W, along the By westerly line of sold Lot 12, $18.68 feet to the point of beginning. 3 >deft. / , /9GS' - That the. Initial Pont is a 2"x 36 galvanized iron pipe driven 6 inchs below the surface e+oTAieY 1 of the ground at the Most southerly corner of tot 1 of this subdivision, which bears APPROVALS PUBLIC N 00°14'30" E 120.74 feet and S 89°58'00"W 12.41 feet from a large stone at the i sl#xL APPF CUED .. I:f-6 S- PLANNING COMMISSION APPROVED this , 19 4S . �'� .day of Southwest corner of Section 35, T. t S., R.I W., W.At . That" the attached: plat is a true and correct representation of thelots and streets OARD OF COUNTY COMMIS ON€RS, WASHINGTON COUNTY :. 9y fitai C • 4 .I�rtSsldBet as Staked upon the ground with 5/8 x 30" iron rods of all lot corners and curve points. '�-y' -- i STATE OF OREGON s.x. ;1 - APPROVED•. ,2 --ter 5�y. CITY . OF TIGARD County of Washington 7, ROGER THOM$$EN,county, Were, en and for said `� ! that 7 have contest- ' `,, >� county add state,AD hereby certify t �3 Sterry +�/ / lfh thr arF leaf tAereOt toot life 4 �li �" yere May°f �- ^1 • - se ad the vUAle plot w 0 A+d 2223 y some is a toll, true, eat corfest trgRs@tr'pt therefrom �' r� and the whole thereof, ae.th*saint appeore of reCOrd Id . I9QJ�RY C Y_ Plot Book... aZT.... - ----..-a?,•....o!!" _ _,f lrdf'BOt it AL 0_E �t�ti "� APPROVED this 24:*'day: of .lam -�c6� i9 6✓`� Mitness m band hereunto set and seat of Office attii!/ yqk 7, lib ` `""� .• APPROVED thla�Q day of I9.6�. 6�/ `- .- �' -- � COUNTY SURVEYOR} WASHINGTON COUNTYrA/s-LZ _ydar ar_ �. D- ,t�‘� i T T N t4`Olirtty hole lf8f} KJ Pt OF REVENUE 0 'TAX ION , my irrerk 'LL Tan ri�sUC:FOR tiff STtttE or pRieoe :" - ROGER TtfOMS$gN coN B• y ���. -.41. � WASHIN 0 COUNT My commission expires o• ",y 7 . -. -_ t3 ,- • . . . -7 -.. _ -_- _ _ �-_L._..l__.&.T�1._1.....1...Ll Li. __ 1 _.L 1_L_1 .1.1 1 .1 • 1,a 1• • 1 ,,. r.,.ra. a . 1 • 1 1 1 ■ , I , . , 1 , • 1 1 1 1 1 . 1 T_ --.. I.7 .1,-..1 1-L 11.-1-./. .l-1_-.1../_ ►. "1_J"-1_.1trd. 11•-r-_ i•" .01 ■ , . , ■ . , , • ♦ • • -roe,. ' _ I�1 , , r r1�'.11, .. -1-- 1 • A'''' e ';.1•" ..----7---•--------1%,:': ...,-\ NE , 8. lly ..„ ,, ,i , .. ,. , , . ,,,,,,,,•N . • /" i TIE i , ......... i , ,, , , ....\\,‘, \ , , ,, , ... _ .... ,,, 1 Its 1ti ' , , . .. i r}/ r _ Manhole I.' ' /_7/.4; I ��•� , �y'���\ ,• 1 �NOtch Lld tOr • , \ 1-% • - - ••• T - '' ' L _ - - -�- - • --`• i ii i. i r/ _ \l‘t ;% ,,, ` Lifting nook i li( r • 1 ci Bt - � 1 T I 1 1 1 , , t 1, / i , _i -•i _• - I 77 .p..1 i _-I!_ --� E Pipe C -- .11 i,l .�-I O' i» - r ili !r . . C .... . ' :f- ...Li , -_ •.,\ %,i • i ,D -2,74....,.. ,,.._. ....f.21 _ is i ii .: i , , , ...,,,,,,,,i, -:-F" - ?ramk.. _ :•r�i - ---=-=- _- -• 1u E Top of Cone ��: i�'�-:-'� is sr D EET ITIL iTT ..... ....... . ...... ... ... .... . ' . -.••••••••........••••••.4- =•.::-.1....::..:." .•;• ' )'s ' . 1 . . Coder and Frame to PLAN OF TOP be machined to a true ��-- -_ bearing all around. --- -- ��' O Di •• - 'jam~' • gErEto i 1 �.--u'-:� � :IAor to r �, IFEIT t • PLAN • • • PLAN OF TOP • Jclnfs to be grouted inside and outside I.1••de to cc stnootn t I 1 ec • •-2'-1" Dia s4 ' N , / An joint of precast enonncle t; 1 ;\ tC LC «atertight. • .• 't. t - `I%.�/I/i:,/, V, %% //// - � .� ,.. • . \ . j ,� fit-• - _..- -1-10 Oio yivisponurairmanwilogiate\:o ' - 'il'i.'.-11..4:10 ' . • rt,. .-T.- • 4 Iy I r_.` I ' %:' .11,*,: .'Illi'li• ';',. i*:•.,; 4445,1/11,ticrAtip1H.*: • *.r. • -1:. t ; '► Cost in plate base Nitn tf - - -' 21-7"D . - - __ l• ' ;(►� i - _• :� 1 r� •,, formed channels - -5.-0" Lea • 1► u • 7////,/l' / •SECTION E-E •t. INC -4--%>"IA0. - - 5 ..,:a_____ ' i . . . . . 2• • PRECAST MANHOLE MANHOLE FRAME .& COVER o�' p• ' o•' r i _ - - SCALE: t/2" = 1� j SCALE t-t/2" = 1• _ _ - - - - - - -- -.._ -- ._. • /. ,/ , \C.B. / • I 1 1 11 �� [ , ._ �___..____-. r.. /-'„gin % , 7. 8?3O "PROPERTY [/ir£ c • • 4 • f. , . ., • *:/...tr 8..../72.5A • ., , ' ,' hi / li. Ilk l 1 r�,\ s ZS / / /4 14 a 1 �. ct. /ht/,t 4 • v $�', /dH.,? \• -t '8.?D I 6+/B.?O s•6S�9D i 6•B9.?O 7�3820r 9o26.?O +98.ZO t . 9�St/ '-k J'-• • '� '� WATER-ricr�r COVE' `. 8 RJCSP 43B.39 S'O.00S 3 -� O 7z - `se see , 8 R "SP ? 3/ S' / 5'I c. \ - ' -- - -t - \:,i►t kr1 4 •• .d6.lf rC i1r s. So_1 I�i WO , 1 , `` • v'v 006 -4.11.1: - 10 1 pk 5.10. `.� ° 1 /Z•'/0�. C•onri�f� Cy/. e. Pi - `. -\ a O 'i 1 tC uG • t 4,v �i�� H �� r ' ( ill/8 Bens: o' •1 i / �' I •• 1 .1-=�$�= -==--=== a}-a•1..t_. _ 4 q ` a " ( t-6" �.� G I \ S �' c �/ c I / P/YF `. S= ,0050 `�4 co q1 Op�► �\i Ni 1 4 �.e, .c. ► � fl• �! B i Q /,/� /.�9,r30 {4. / \, �� r "'\*' a0 > • I I, \ S S0 QQ ; i^'�" -o j Co, .` I t% `% t% 1. I.I. `\i h `t ~ , tl�( / SyoP PLAN / �� , 1�, a ti o' • i �YATER-rislc!T ' y`. A ,/, C B.�? ��! �' I ' G•Of/E q er by SCALE: /"•$D' / To d7.30 To/r d8 50 1 '�' �C •1 __� v• C • d, f b \ / i..: e9.7.34 /.e B5.DD I£. 34�'O �t ` 124 t•• o �' r- 4 (C�1 Q I , , t 41 ..L.03a , • C O.04� .a: /t /3 (/O"STl✓/8 OUT zD'LD/YG) ' \• `° \ _ - -- XAT/-,�ER/NE STREET T Caic- or •..0 Toe _ __.___-• -____ SECTION A-A � .> t ; : ' : 5% I/8 Mend -�� ` •�`- ,/....**°°..." 11''' • .,IOas 4 GOn.lretrr ..,.• A'• i a A�� -l ru n don ret :.`' • cr trussed ruck 3 , • r{l ittorbed .,.. yrag: • supprrr t • Y• •'- ' ''•�" .. r '-'�,•• supNort. :�< - Illaa . • . ,�. • 'TRENCH 0. SHALLOW TRENCH "" ,"..""•. .... .r,.•""41'„4,» rCi. y, '% ' • „ , ..■ - ►- .., . . 1 :r NNECTION DETAILS ... _._� ..���_- �,: ,: , r' _� 1 WYE OR� - EE' ' GD .�. ^.,•..�.� - - _ _ _ . .L `• ;.L. j I 1 ., ?: •,ti- ,, . . 4 r.,` ., ' r, ` v yy. • 1r 1 A A �' : y•: '; '1 - " Atlas Foundry monument case and See Spec►ticotlons �� Tamp all backf111 to here; �:;, • _ I �- - .` Ir-2-0 sq. . .., �� 1 cover. Pattern No. 2890. ,E 95 for maxlmsm i' % Compaction 1 • `' U%� ` ' _.X. • Omit lettering on cover. _ _ . .r. -- ^t. ► h Irroh �roae _ allowable trench /' , ' o" ;:onrete or A.0 pipe-I•--_ _� •`�` _ �- `�:; Al 1 , y,, i THE MEADOW • // ,, //;• 'Class 6 Concrete •. , l ' i• 1 all m out aid includes \/ •- • vv/ STREET AND UTILITY ' ' ' all material and labor '' ,�� ).% • 1 beyond and above -', 6 - ` ,-� ;� \� DEVELOPMENT ---------- note . . \ " ; , �,� PLANS ._ __ -'Jndist,lroed Ground '••% ` .� • • _,,� Shope • bottom of • d * y� �� ,� ` MANHOLES AND MISCELLANEOUS DETAILS \\ • t0 have 6" GronCh trench by hand. ••' •\, �•��Y • 0stle __ -_�-rs-- �1� C _�ye Hand dig bell holes -I • 1- `• L t� I 1 Water tignt Plug-seal C_• c' h. Q. m•011� �j' RSSOCIA'TES • , _•_ --\-..T _ �. CIVIL ENGINEERS 3 v'� 4. �'F E3uTT��r1 . -- •---PLAN - � • " • " " ' 1 " • f • STANDARD BEDDING TRENCH 2-C x2-6 x 6 ,% re ---2-F _ Of . % RSGN bUI�UIN HILL••kiUkU, OkEG N Collcrete slaw- CLEAN OUT DETAIL ------ - ' cote :.`' ,rIJN11 By C'v.H.• 1 y�• 4440„ ), ,,. Ica 'Vc 226 865 AUGUST, 1965 3 �BFRT A. �� DROP MANHOLE � SCALE: 1/2" = 1� t ' AP"' �-. 71411 • 1 ✓ 1;_ - 'i - . .a., .eime•e,W4ai �y,., u•11�..iskx^� . ,.,.. ,,:._ n... . ..vs..,..ti.' •.S ,a1+!!t+^.gm .w �ngX"onwM,^;^; .y,.t?+ . w ,+«,.,,, W:.•.7,.,r.. :'+nv '"\. ✓ ''• .,.� .r... att* "1Y}.4 MJ• ^"1C•15'•^^»6[GL4�Cd"+YaulitR :v...a..:. : =..._-r• ...,...x. .,•. .r•-1.,,rw� , ' ' ._.. witag �r��11r1�Ir�r�r •n ., r.. ... . v, v..,.,,,.y, .M"" ••r .,.... _a.i. n. .r✓.w., ,. ..,.. .......... , L.. ... • 7 C7R ���11/��rr�ri �������� . 1�y+!1?M1`'!w', .0 ,r ,A4•" �',M.",p ..t■"1w yS,y ,, ..... -.., ,...... _.. « , ., _.,. ...�.. r11�� �� rn: rV.'. iVii 1r'r.'' 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I 1 I I i I, , V'' r --- / �o� - ( � f gj j O- 0 , 1 Ilit 1\ • r.. i �, ,i ! .I 1 ;1 Ili ; I y li �' 1r Pipe E--_ ��= 111,1( - li �'_�= E t. C — _ ; °I ` r-ti r �' I I I I ;� j, j �_-._- _-�-. _=-_ _-� _•• �_= ;�; -� 1 I 0.1.S.... _ o ' I - - - r ''�, j -'� ;f: ' t• },�I? it 11 ( 1 I ,I �. I ` - Top of Cone \ 1 I • I / �, / ` » N - Ber and • bev mach ned to Frame true \�` — // �+,^' ,j1 , 'w `` PLAN OF TOP bearing all around- `TT P F TOP . BAN 0 0 ► "; F; i PLAN ,•fir .4,• i • -3300 lb. compressive %i�;!i�;r�� \i Motor strength concrete. / `V : ?` ,t.a,''" _ _ :. :t +� -- --- ..1 Joln.s to be grouted w� . ... i 70 •. r �QdV:QC o'•o o•° i n•'o I inside and outside lt-- _ - 2'-3"Oio - - -�•� y r}Mr, • 'a o��, "- - •...... .. a DO •°�'o.o a'•-�• -30 '•Li • • _ •.o,. Inside to be smooth 1 `�. 0' • v� •o?o �Q•�•0. .. (ram -2- I Ot0 -l►• �, '. ,i ,: GOC• <S•o•oo..0.: p .00•. . • I ^ I I ",,,, r ,'- ,: ,a" • i ..Oo :q•n°,o o'�:o' .' :./;. I 4 - — 2-3/4 Oic. - -- — - 4, •� • ti • �o o• •' 4 Conc. Tile weep drain ...o..t • t0 0• o.oi ° • i !, I i x +•: ; po ��•S. Inv, of Subgrode Elev ) 00=� q o.c 00. C - �- __ — — ' ! - ��•�::< f / Alt lo�nts Ot pretosi ; ,� " r �, � wr� . ' •o t ti 1 r 5 ,_ _ :_- =_ -_ `....-C/ �o g0 I i manholes to be ; , :, r!'- -- ---- ----- ,-IC Dia--- - -- -------01 I . `� i. ce. „. I _ _ _ _ = T_= LI-%o �.. �•' water signs Z `r•~.6.,. ,• g a �� • _T. • 1'r ,,,,,,..•. ,, NyaL ,.:„..., ,,,,,.. ..., ,, .... ..,. O lG i • .• o QO +...,}p.c . r - • cV • ,b o. '., 'J:1 dc. c r • - ( I•l- -- --t -11' Dlo "�1 Via,°,. •.0 O ' Q . '4•0'O p. • oi. _,-_—'-J !: -• lam•-__' - i . _ . I:1 - -I'3.O.0?. .� .i1•.,.`-•ce. 'V•-•o.•'o•-o .ib.0••• p'0 {� �' Oo °-Q'r 0 i �4 - --� -I/2�� Dta --- - - �+ ;r - q•.•. •. o•O 0 O.O. • . �a.0 r. ..o• • o p Orr, Q dp•,,O,D'O I I i6•• y Q'' • O.'.r' ••O�. G oo •',�" QD >C/O o.pru��Q•P��' �•.•Q:. . i �,.. a • �p ?O y�fvQ• p .u/U o' O'o0 �:o-C � •' O�• O. • •E __ -. -__' .- -2 -7' Dia - - - -- ��yr"ti" a"{' t :Q i'Zf•'O•/�•V' ZQP O•0•0 O.� ( O'er O�«• o• 1• o• r' a •�.. •,O: I • ,n n•wt, : v ` . • O Q•0* •O•• s. �0.' �0 O •••�J• O O -o•• 00� •;o,., ao.O ro �,'c Iw 1 I - :•••Q•. •4..0.0 •0•$�0•Qo•.Y o,3,1'.g u p.• 0;,,. o.o o. O. �Q=. 0' a o p.. .••.'' '•�•$: .. 4'. i ,O•:'.d!:`%.n•0:0_••.0:0.,.•�•O.Oa.^�'•..5tbooP•n'o; •°'0•0:9- ,0••i..•/ ♦ t ••� • 1 SECTION C—C SECTION 6—B• ��= ,-f— SECTION E—E • �'' _ MA<�IHOLE FRAME �c C:UVtt�c411.• • �� STANDARD CATCH BASIN ���-- = ---i - SCALE. I-I/2" : I. • SCALE I": I� ' Cost in place Bose -' with formed .i I • channel SECTION D—D PRECAST MANHOLE• . .l ► SCALE 1/2": II • • ... r • •• Driveway I j 6„ Ft 8.-6" Driveway Approoch >tiI1 Praneerty = in C. y I I I rTop of Curt = I 1 r V I , a ,,�1�i ' 7► _ Drvvewoy Approach ,a' 'A • ' 4 . ' ' Q . o Z ;D I •P: \•,� \ ,' \ /:�\ �n\\ \\' �I i 1 Top of Pavement I ; -I • O•p • e Q°.0 • 0 4• '0 4 ‘ ,'\\\ n• . ` \' -1 I I at Curb. f M • 1 • n^\z\Y^I C `• :<�.,•, • •.• ` ,•��, 6 Driveway Approach I 3'-_0" Wor ed _-_ .- I0. Driveway Approach Letdown 49'Oi SECTION A—A i • A DRIVEWAY APPROACH & CURB LETDOWN r I I SCALE• t/2"= I' • • • f N [4 _ _ 261-0" I 26' 0' ! . .__-____-_._ ____..___ ..___ __. _ _.___ 2�'-L'- - -.. . _ ,k b - >►� - ,,� i THE MEADOW ,� ,.16' - - pL:.NT�NG ..�tE:. i --;;6 ;�— , I STREET AND UTILITY I 1 I -6" Exposure -� , _ _ • • ':;:c`'•\\ • \.,\ .,., �\`" A C ✓a.tolen. C'n•s b (modi!iedi Mix I { I -- _ - --- '' • �� Slope o.oz2o/ft. _ _ _ . ._ • •:,..� 'z- -- Hroperty Line DEVELOPMENT PLANS • Excavation Limi! • .o, o. ::..�.�re. o; c, o�, c' 0 3 L' t - -- - `k •�. - - nJ �' ^ �-_-• • �; a o �; o o":o 0 0 0 " °Oo• _p•or o Q,; �;.:�: _ _; ,.,_ � ^'� c-,L :1.:�.�,V _ i DETAILS ANC AP F JP I ENA�iCES . . °�i'D Oo 0�0• o Aa o OQ oo O oo O�• , y� ,�/V��\� �1•, t '•^f�, �,� "`:• r.� -i — -- of • ` p O O Q� C O , ,Vy"V, r \\: e.,\\•,e• \)" , \~e ` i •/ .\`• 1 i ., •• '�' •,._r . ����'"• .{/ t • 9 Subgrode - 6 Rock Bose (2 -0 )' 9 (3/ 0 ) a�� �' I 5 • ,. 2 Leveling Course 4 Compacted Depth ASSC:L A:E �., .,.� _- _., __ _. ?o Right-of-Way __ ._ _ . __ . _ __._ __ I , ENGINEERS TYPICAL STREET SECTION , 4' PETERSON B'JL.DING, HILLSBORO, UREGON n ' SCALE I" 3' • .. i ,� Y KI. _�,aY.• ^I�C.Vt: Eir C J!t , L.K.N. 3 �� / \1~� ..:4;.'6', 3 Job `:0 2 26856 AUGUST 1965 / 3 . {. ,, , rr.• ;. ,546,4, (5- 511(44- - �yp,��yy,X'�',,1, �G� �• t '�, .. f 'YWwll�ls k - ', �r19il4l�ilrlr�rilldrI�l.11y��ll��t;13 marlKiwiwrt:�r"�r�lllRElrSC«iir�siil�x��aiii�d4ii�mlli�r� i�• r>t1iIIliKlOfl�l/ri"n2Ir�r�11��r11r11r�11���N��11�.a1��11�1_ ■r��11��rr1/���■