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VILLAGE GLEN SUBDIVISION ASH _-_- I ==XIS TING - - _8 _SEWER EXISTING M. H. TOP 185. 06 1 E 1 79, 44 1 0 + 00 M.H. I TOP 1 7 0. 2 0 EXISTING M H I E 1 63 .30 TOP 1 61. 97 0 + 75 to I E. 154.77 1 rn 004 M CO(0 5 E 16JCSP <> I 1 T O a' . 4 g 1 c, 1 T , 1 a. v Oalu 1 ;, x 0 vycr o � 1 w O rn X to Q� 1 F_ 4 8 4 k J C 3 P V cv • I L.L_'4�� I /3 �, v- ` a a. - �oiN a 4 92 '+ GL I + G 1 W A1C "� A � t r. •OaD 02 O p , W Ofd �� CICS 240' e„ rlE 1 E168. 00 4 R.JCSP ?-0 OA C 0 50 ct Irn - f cx 0 ��, ?a R J C S p j 1 g 8. 0 0 1 m F 2�822s 3 M o � 1" oka \w ao S. 0 065p 11 .1 � , JP \� �V N N 0 a 'jQ I N 15+o1.E 21800 \ � '� L" �__._.Q>J- _ � ��. �> L) 'a�oo' J 2 + p4 41 1 ' , cr _ Ir ! TO P XH. 2 *44 61 I 1' E• 17 3. 10 G5P SO• 4 _aro n 4i 1. f 4 R JC 1 169. 08 C'C1 R� 9''R ,L 0 y b y . 32 169. 3 Z sP T L0 ✓ Q. 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SIANDARD 100-4 RAO AOEPROOF VELLUM—MADE AND PRINIFD IN 10 4 ! 1 EUGENE DIETZGEN CO. •. p...�R�M w..•r...+t ...�,I�+M.�1=.'•'•••.r'M•�ti+•-.�.wr ,..,TIM1 �� 1�h u� WPM1 �� 1 T r �-;-�r-Y.' rl� .�_ �'' Y__.:...'.-„ ��... 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O X t + + + _ Q) g~ S. W. AS � _ STREET _— �' O_ `� _ ~ OD (r) ~ _ - x uj G G56G 50G 8" RJCSP 38 25' E W i a I 2 3 5 6 7 8 L v �. J ul a i 1 --� — 12+ 48.14 } I N v �' a, N a a 12 t 39.06 U � N ' tD N R. 3 U m U {p W Z"F _ X100 w w v W 6iv w w Q O tj �/ O O / O P) M tD M O MI M Q1 O K) � L f , + - M O + + rte/ G p O + + W Y 1 - N M C1 1fi W V �r = W L3 V H y 1 t cr C) 1 J J H y Z Q O 1 m �e J W d. o o ,J c� S. W. ASH STREET 220 SCALE : I " = 50' r I 216. 69 o Ir 215 TOP 214.94 + j N 000,0 i Ali 205 0 dr CD La i kOh- h• • - — — p ----- -- - -- —.. - _ -'- -- -.. t_— - f-,C' -- _- -- - -- -- - Z be W p z - Q W W W I tl C7 e00000 > W H 2 W H W r Li tj W ,� - - -- - -- -- _ -- - — -- - - --- __ -- --- - - -_ — - — _-_ J °o -- _ - W — _-J. -- a = _ - - - - __- - - — _ - — --- -_- -- - - - - --- -- - __ - or PLATE 1 FLAN-PROFILE D. P. R. !� R. F. STANDARD IDO',. MAG AGEPROOP VELLUM--MADE AND PRINTED IN U. f. A. EUGENE DIETZGEN CO. 2 OF 12 /t -01 + 1 '`• I 1 1 1 1 I►1 f t l 1 � 1 t 1 � 1 11 1 1 t' 11wwo f�l rf, iFllll�lllll) IIIIII) IIIIIIIIIIIIf�TIIIIIIIIIIIII111III11111IIItIIIIIIIIIII1ItIIIIIIITIIIrI!(Illllllllllltllltllllll ,. 1 ' { i.,.,..,.._�L......,r., �. 3 4 5 6 7 8 9 ) � NOTE: I F THIS MICROFILMED DRAWING IS LESS CLEAR THAN 1N IS NOT ICS- -TT IS DUE TO �• D AWIG.QUALITY OF THE ORIGINAL OE 62 9Z a 92 SZ fr2 EZ ZZ !Z OZ 61 RI LI 91 SI t,I EI ZI II 01 6 9 L 9 S E 2 101""" N )rll�lllllttu�"Illtul�l"II"tt�tt"It"111111{IiI11N11111�1"tlttll�tlul""N1111t111�111111111�IILIIf111�N11�1111�1111lHIIIg1111111l1111111 �IIIIIIIII�I111+11111111tIHU�llll]IIII�III{IIIII�INI�1�Ji1t1�Y11�11U11111�111111111�I1U1�1U 1rflu iww Ntl JULY 9 1992 ) ..�. '' --.r�+.�..r _... - '+- ---fit .,.,.•�-.-?.,,.,*,.��....,.. .��....- ,..-:�„�...,:. Y••.�. -- - - ---- -� � h r, t,ak Y 5 r �ohh �- � a. c4ain� c c swa14 MAl' ;; i9i5 I rev ;ITV flFayl(.', "1976 M Q 1� It. Mr. Bruce Clark pf1*-A- City Administrator City of Tigard 12420 S.W. Main Street Tigard, Oregon 97223 IT 9315 5 .—I�Stree t, Tigard Dear Mr, Clark: With the coming of warm dry weather, I want to reaffirm my desire to have the open storm sewer on the aide of my property retiled and filled in, av per our 14.scussions last October. The grading and landscaping of our lot cannot be started until this problem is rectified, so we would appreciate ,your immediate attention to this matter. Thank you. Sincerely, kC-1 a *, Ronald R. Fletcher 9315 S.W. Lake Street Tigard, Oregon 97223 6'9-8432 or 252-3491 (bus. ) ,ter I �rµC.�. nnHave. Fl a t"Irw j c4s"41AC4( 41& rA Ar rr44 i s A ,rip car .6e I .ter. ..._.,.....:- ....,...,. ,.:,..,.a..u:xF.+.w+u..udui.awbl:...wL.1i.i.w.:x..«::Mw..rc1J.l�+a'-' YY.+__..,'-•-r.iw.Jrw.w/awn.n.Yufdwu.F.uw..uwYwwro44.iv+YWlaelW./.l�w-.oiitii�. .. -50 lkC b v✓ ,^ Octcber 10, 1975 Mr. Druce Clark City Administrator City of Tigard 12420 S.W. Main Tigard, Oregon 97223 RE: LOT 30, VILLAGE GLENN 1v 9315 S.W. LAKE STREET Dear Mr. Clark: " At some time prior to my purchase of the above mentioned lot, the City of Tigard initiated repairs on the storm line running on the lot. To date, these repairs have not been completed, as there is now an open ditch running almost the length of the property. I. would therefore request that the repairs now be completed, to the extent that tiles are laid and the ditch filled. Your immediate attention to this would be most appreciated. Please be aware that we have had tr the off springs on our lot into a central line, which the builder has run down to your storm line. This juncture occurs at approximately 2;3's of the way down the open portion of your line. We wuuld like you to install a "T" at thio point to allow the spring water to run off. Unless I hear otherwise, I will assume that this meets with your approval and that repairs will bo completed as requested. Thank you. neer , �J Ronald R. Fletcher (If you need to contact me, my current address is: 4900 SW Boundary, Portland or phone me at 245-3433 or 252-3491.) March 25, 1974 Chatles F. Curry 6 Co. 2108 N. B. 41st Avenue Attn: Mr. Rike McGalis Portland, Oregon 97212 Gentlemen, As par your request for confirmation that the City has accepted stroets, sewers, and underground utilities within Village Glen subdivision, I hope this letter will suffice. Said subdivision was constructed prior to the City's initiation of a formal acceptance procedure. Consequently, we cannot supply y,2u with a copy of an'acceptance document, ; but please be assured Ciat said subdivision's public improvements are being maintained by the City on an accepted by the City basis. Very truly, Nick Hiebert Director of Public Services Facilities NHtfj i PORTLAND CUNCQFTF ?IPI' GO,. PIPE LINE AIR TEST CNTVACTOP DLinl pnErz Mr�.uyl�....r_._�—. ../.�.......w.i�.D..a._i........iY.a.lwr.w...•....+.n.�.._ i.ow/. PF 0JECT ✓/L 4146 L C�EE/J LOCATION 0 At ?ROM TO REQU Illp.f) PRESSURE H NJ SEC LOSE � O A.9_ 7AIS 8 I --F�/�%5-3 9169 F I ' �. `, X5.3 f". ON I" Ply FENiIWER PnMTL/INV CONCRETV PI1:" (,0.. K MUM-IM-UR-ES l - PIP L'1,4F. Alp III-IFI1' 7 CCtJTIPACV)R»,.........._. 4 int l? ar'_� .__ .�.._.. ...._. .. rr r�JEr.^ _. _ ..V.J LL RC E__.. 6laEEN. I 4104 q rill H "o .�� . AL__ . ..._ .. /_ �..G�C.... (1yv"RP,"- PI 1 (10. _._�.. ..__..__... ...� . . -- --•-w-- py PORTLUD CONCRETE. PIPE CO. PIPE; LINE AIR TEST /moi .--7D CONTRACTOR 1A rc �I�.o4 612EE/J PROJECT _ LOCATION ��1.�0 1 Jr 6 66AI FROM TO REQUIRPT) PRESSURE A0141- 44141 LE OTH Sigg 3 LOSS 1 ,177 3f/3 l3`, 4 , � G FNOIMEFR � PORTLAND CONCRETE PIPE CO. AY P!Y f . r ELDEN W. CARTER CONSULTING CIVIL ENGINEER OR200N SANK 0LD0. 210 S.W. WAONINOTON 0T. PORTLAND. OR200N 07204 Excerpt from "Policies Governing the Preparation . . . .of Plans and Speoltioations for Sanitary Sewer Systems A Oregon State Sanitary Authority. b. Location No sanitary sowers should be less than ten (10) feet ro any well, spring, or other source of domestic water supply. All sanitary sewers or parte thereof which are located within Piety feet Prom any such so4roe of doh:estio nater sunply should be oonstructed of oast iron pine with watertight points. Sanitary ce:,ers and domestic water line' shottd not be laid in the same trench. Parallel Rater and server lines wherever possible eho;.ld be locrAted at least ton feet apart horizontally. Wt erever it is necessary for cower and water lines to cross each other, the crossing should be at an angle of a proximately 900 and %he sewer should either be located three (3 or more feet below the water line or be oonstruo- ted of cast iron pipe with watertight points for a distance of ten UU) feet on both sides of the- water line. • I 'S i �. ..�✓CSS' 6 s ;1.;v�S 44 N , lel O Cs () 4 � T ", ------------------- lp No Li s � JI � I � Gil e' AV nn 1! h4r r ' 06 17 , e3 OIL , r �C G 8 M ��.• :; r� -d.�' ice•• cwt' s=oc��,,;. 6 J7.?95 �' .,vim• i�••c��� s-:�G�^��; a ` _ e, OOo00CWWANO00000wtr0 -00 ��R �� �,L O��• 4 �; , �/ ,j.�• .O_C�CnCLO_C�OG-C)O_O.OG uru+O- � JfW c�O N1CN01.�_ A_(�AUAw= 0) oby U V-dN-lD01U0,-40-N 0.4 o-4 Do 0 Gr=•, ti�`�H °, .�'� ..... 0010- m-w0Nmmrnu•AWNvwAWUI 0wtoyWGo00-40U-cac,-4U.m• u+ vwco .1a r N Vl Uf Z Z Z Z Z Z Z of 2 Z Nw Vf w U)N y(A 1,'�tic�.�2�.+?_�' N w e_p� a~i cO" w� �•., O��•o�ti `9 ,f!�.•�•:•L��, I• N_cOw-yNyN_O=-_AU .i- �wAm— 1+ A(nCo+oo0O-OM N-ULAUCD--00 _00 _ 0& � 0000000002 0000000 ,Mpv uMoo wU U-O 9OA-NUW WC U °e OOCOOUu00000000aoac� � C' rnmmmuao N v 4g � m*�* *mmm* :Emm % CVW 0 S m A Obi tp r _ -pa A( -O_ 0) (Dm-4 U-0 na � (9 O-LINAN-40w0 btw vU N NNO/ U _MOtiW ti `n q �• •. 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E . 2 15. 0 Lu m t C Sp S_ M In p _ .� 0 0 75 + + 11'4 cy I N _ 13 6' 8.. iv ih a 't m U ---------- ___ __ �x + O ' Cu �� a W yUj N L) O N w a Z < I W to y W Z ; to O V Y Zo - h Ca CY iD4 < a 0) Y , O - Q �• Z O i + W LATERAL - a OZ = COURT + W .. - .- + W w r SCALE: I " = 50' — 11r.KN� - •h W r 19 1 In - r W U7 Z _.- W W L7 7 J K -- m d m m U1 LLI o - - -- - - — —_. — —_ _—. _ _ _ ptt_ -- — 4V, ix Da - -- -- -- - - - - S A �_ N _ _.. -- -- .�_- . ORA - - ------ -- ------- --- -- -_ — - REDRA 6l � THQ PS - . VILLAGE GLEPI PLATE 1 PLAN-PROFILE o. P. R. d R. E. STANnARD Ipp- RAr.. AOEPROOF VELLUM—MADt AMC PRINTED IN U. !. A. J OF 12 ELIC SNE DIETZOEN CO. r 1 -- _ I� 412 16IIII11 ISI I� ISI III ISI fel ISI 1�1 111 rll Int III I11 III IIS III III Jill ilt fII tll III III Ifs 1�1 ItI ,,� I I 1 I i I ) I I I ( I i I NOTE: IF THIS MICROFILMED I +• -�-•�2-+•.� '3 4 5 6 7 8 8 10 1 1 12 - DRAWING I5 LESS CLEAR THAN THIS NOTICFn-'TT IS DUE TO r Irf QUALITY OF THE ORIGINAL DRAWING. QE 62 9Z LZ 9? S2 tit E2 ZZ I= 0Z 61 81 LI 91 !I bl EI 21 II 01 6 • L 9 S b E ,�� - ��111J11111111�111111111�111111111111111t11�11111lIIIIIt11111111111t11f►1111"11"rM11111U1�11111iI11Nlilllill�llllllt�Iltllllult�111111aNItIIIJIJIIuuIIInInIt�Ml�llitlll�l�ltll�t11111iNIflf{�� Illullul�ttllltntiuullWl�IuiWllu�lluu�llulltN - JULY 9 1992 r r B 2"x2"x1/4" Angle Iron 1 Standard Grate 11132" CUR VE DATA o i 31f3"x2" Iron Bars, 2 oc `� ��\ CURVE CURVE CHORD CHORD F Manhole O ,rte`p y, O �\`\ NO. RADIUS DELTA LENGTH BEARING LENQTH Il, -Notcn Lid too, Lifting. Hook -- - - -_� -- - jiI p--- o - � 1 I 46 0o 'u°39' 11 56 72 N II°29' 25" c 53.20 1 C D __ } -� I I 11 1 i I 2 46 00 54°40 25'; 43 d9 N 51 °1 1' 22 ' W 42.25 - - E I ' I - E - ° A SUBDIVISION IN TRACT 24 8 PORTIONS E Pipe _ ___ _ _ I I 3 46 00 54 40'25 43 89 N '74 08' 1 3" E 42.25 4 6 00 72 32 33 8 2 N 0 3 4•i E 4.43 5 12 00 72°32'33" 17 73 N 10°31'44"E 16 56 OF TRACTS 516,6123 FRE' S O RD 6 112 UU 59°00'UO" 115 33 N 13042' 00W 110..'.`^ VV/NG RCHA - -- Top of Cone �� -- -� - - e ;/ 7 1 12 00 59000'00" 1 15 33 N 45018' 0o" E 1 10 30 8 137 UO 118 UO'o0 282 15 N 15 45 00'E 234 E 6 0 I O 1 r C) /�� 9 137 00 410211 99 15 N 54003 58" E 97 00 TRACTS, SECT N 2, T• 2 S., R. II W. W M., , �i 10 137 00 '760.3 I'S0' 183.00 N 38 56 02' E 169 25 WASh�IN I I �,// tI 162 00 U9°3S'00" 2 '.28 S38°22' 30" E 27.25 / N C�/ fNT / �R�GI/'�l�/ 69 O ' %j� 12 162 00 24°58'00'„ 70, 59 S 2 1°04'00" E 70 03 !L/ / V V/ Y ` �--_._ _ -G i 13 162 00 14°37'0 0 41. 33 S 010 111 E 41 22 B Cover and Frame to / ��.�;-` =�%j 14 162 OG 19°37' 10" 55 47 S 150 35" W 55.20 SCALE, Orr_ /00' G�'' JOLY, /966 PLAN OF IOP be machined to a true 15 162 00 31 1 5'O0' 88 36 S 59010'30" W 87 27 V4 1 - .s, bearing all around IF 14 UO 72°32'33' 17. 7, S 51 °28' 16" E 16 56 PLAN 0'.- TOP 1'? 46 00 37°40'33" 30 25 S 64°54' 16" E 29 71 T.B.M. No 3 ;•• •••• ; _, _ . -"--- - 18 46 88 5900,00;; 47. J7 S 2034 ,00,; E 45,34 R.R. spike east side of 19 46 U 6303000 50. 8 S 40041 00 W 48 41 • •• •••• ' • 20 46.00 53°0000; 42 55 N 81 °04:00:: W 41 .05 PG.E. pole 3092 PLAN 21 4R 00 39°22'00 31 61 N 34°53 00 W 30.99 E1 179.44 -3300 Ib compressive 22 75 00 8404 COO" 110 85 S 32027',30" W 101.03 ? strength concrete Motor 23 100 00 84041'00" 147 80 N 32`27',30" E 134 71 24 125 00 06°3220 14 27 N 71°31' 50"E 14.26 = 2 S 125 00 340 22:4 75 00 N 5 1004:20::E 73.88 90 0 ?6 125 00 30°23 3Q 66 30 N 1 6°41 1 3 E 65.53 a i , •.., . ' . �j -- - 1 � 3022'30 29 1 8 N 030 1 145" W 29 15 O •• _ • o i L ' 2 0 0 I O ' .� °F� o, -- Jrnnts to be grouted 28 T 5 00 '70 0600 91 63 N 25007 00 E 86.04 4 O% \ J 29 IOU 00 7Q°00 OJ 122 . 17 tJ 25°07'00E 114 72 Do.o•A 1 °°°�° U,o'•Q'•� Inside and outside. '7000'00': C ° u •�: / / 1 0•'••p••:' -30' ^o•o . n•p,o:.c o.°.o. -_- " _- 3C 125 00 17 00'00" 37 09 S 01 23'00 E 36 95 0 O O c •Ca 0."0' 4.fa.e n! Q',•°' • e(5 , �� -_ 1 - 3 Dia.___ __ O { ° { '•,S S (.� O op eo.• oe.p'• Inside to be smooth. 31 125.00 31 00'00 67 63 S 22 37 00"W 66 o ° o' 1 e �s.•O G�;p•` Q'O°[� , - 32 125 00 22°00'00' 48 00 S 49°07 00 W 47 70:••x•• °' O \ "C!) °ego ��o'•o a•o•�•000 .°gt,?o�•'G OJ - --2 - 1 DID - - - ti;• • / 1 s� 4 Conc. Tile weep drain ° o ,,•c °.,o*� - 2' 3/4{{ . ,�' �Sio 00 s .. � a�F. 5 •° ° __ - - 15 •� a 8 � o6c :"70� Uc o°..bd Dia. •;l: O , ° aj•• �. of (Inv. at Subgrode Elev 1 ,cYi°o•o °.o g':c o, °o,•c I . O 9? ?3 �� °O aro °� 0 's e'J o. •,. °o'n'oP \ - --- - !�• / Q ? �. 0 / o >� �•• `•'r► .� ;ip6 \ ,..r. -J r =' °0 o , ----- . i __-- �.a-3i•a--� •�t��•°.'.0 A11 f0inis of p►eCaSt r" 'j �• . it � : i. � ,•. \ 41. � � •.' r' ^ s° \ ' Ft'S`� �yO�1C - - \ - - . . .ti - -__ - o�g0� manholes to be - -._.._._ ._ I'-Io'Dia - ----- . :... . : „O 00 N \\ i ` •• q• 0..o. watertight. -- - _.� W 116- 277 6 �„'; 6 o - 12 6 ). _ \ q 3 Gro 9� 3 °a0 �;, O f (D1 o''odo.OC`.'••.o•qO•..o..rC•q.T>.°'P:Qo.q°To.0•o.p. 10.op.0.-.e:�.OOQ''oO:Q•p•o°p:'oooO..eu,.POo,..Q.pO..'0Qp t)..0e•V°/.•'0OO..a'�`'O.7on70•••.0'Q.0.:•.°o''�.°°'Q' .'0O'p'�.°Q' v• onO.°'0'e°oo.oo'.o'°•°.OpC:o°;.,.{ Qe°G.�,o,y. 0. .�....•o.eo•o.O.'oc�,00•gO�•UQoo.:.g°'O�.Q.O•'.Cl oi .. .. '►. �4'„t?`/ • iP P ti tiSO 3i0 0 o ! SII N T�°5� 0u 4 •,{{o :aTOP , {00Oa 0pc UA �•.' ••'��•raq 9 9 t , 84 a$°' 9 LO Disi. ,o ?a S� �O / 0 °° ,4 f2'IF I °°U -4 •••l : :: :••r 1'' . J p /O ,3 �j0 tiJ ? 0 4 @ IJ g D N 4 SECTION C-C SECTION B-B •• •• • • * : � :- ,/`� oosw v, �4'°a N-7 o°° N s 10 , N -- _ - S ECTION E-E 0 ° �,o��Fesw o° a o °�; r- °= T4" o _ 1 1 5 1� °'� g°r 9 o N_ 1$ 2 f X32. I i '° sio O �� c� 99 cT �0 17 O - h , ST MANHOLE FRAME a COVER o 33•. � s� � {_r "A o N_ 3�1 � `�� V;�� STANDARD BATCH BJ4 .. 11`� I w 0 15 16 �; ,� oo � �o ys 1 SCALE 1-1/2" = 1' ..1 . 1�ti P 9I 6 00 iq'°S ° 00 80 30 SCALE Cast in place base ;"y ti .. O \�, oti ��S; 7 8°�_.. ; 36 Bs ov 5�,' ? .. ;•.' c7 a S,o`'►, O 52 (�` a 51 -�--- e13' p ` �p with formed S �� OC �O 33, 5 T, channel �\ / Pc. �,h. 000 w' SS6o �O •.•''"�•- 6 150° 9 / 3�L SECTION D-D \ / A, 7 pas o, ,`' °o';. e +� 0 .• \� \�"'69 / $°°` -33 ° c''LF°O .a 0 O°o 50c* PRECAST MANHOLE ,� ,�. 2 y, _ oIle- 31 �� FOUND -1/4"_ �� m .0 �^� �ro e �``� 2+92 p0 0 3® ° ���Qo ?� ;C: LF liL 1, oom PIPE/ S86°30'30"E r \�O 39 p m ' r� °u'to �O arc. O I3t I7 r ,_} �4 TB.M. No.4 s �� r� a .,� - 4 sur 3/4" bolt on top of , ti ti c/ 2 •t1 ' 01 N 32 rn8 °Qgf B0�° t� ,.{r S810, a / fire hydrant �Q''r �\ 0��O� O �° 12 N7a �4'E �i'v EI. 220.97 :a \ m �'� 368 99• ) 0 8.67 0 9 qua�t^ (c,sE�' 2 7 7 WIT 37 !L A ° • QY .'•~';.r 2`�� ,� 40 wN_ ;,''42.5g z. 35 :". .f+••, ``,\Z G, O U000 N; i 3o 3709 ° -4m � • �,,.:N N�� N69° 00 s'0 I LO P& (per I 12 .47E ? '\, 36 NP f ti� �ol� II �►_ 10 ° a • , f �s P •0 2 4 I a� 69° hti %P s • Sc 9 0 '8�o ' ��A /0 d 919 f h� --T.B.M. No. 5 R.R. spike on N.* eW e1 C,a ° U6A 2 oagrL '1 ,� 2j0 n 36 P'MN $feel r� aeo so°s3� `' �� "�` , 47s2x", S89_•22 40 E 18.03, E1. 2os as :z .., ♦ S T REE T o ' " • • :• .• , s 00 '0 "° , ,�� 9 ��S °Oo k1r Ql� ;♦�nV / ` " No oSD ° FOUND � 6 o - ::' � \ h �0) "F � GU A 43 s° ®ARrEI9-o - -- a cr 1 Y PP Property - co Driveway �� 2 20�� { .II 611 8-6 Driveway Approach p Y ;v , g -y n , _I Line ,� Top of Curt `� E c,�`l� ► 41 45 666 /OBE''° 00 ; Approacr _ 1 .�� \•• ?s9�k �O Pp1 �� �Q� P a--- -o- - •- v- -- -;�- - ---3-• -- _ _, -�- _ _ _._.. _ �,• _�� •--___ __ -mac--- � : '. 44 0° i I Top of Pavement /� r :I .�' s ? a 0 at Curb. \ ♦ C `6 Driveway Approach ._- - -- --__-_._ _ _. -- --.. _.. O • `�i` S-0" Warped _ lo' Driveway Approach ?::\ '2s,\ �O\�Gj •O�, ' j�9 ; _SECTION A-A Letdown �• 1h7, INITIAL C'� DRIVEWAY APPROACH & CURB LETDOWN SCALE I/2' 40barse S,E COR OF o THE GEORGE 4 a� RICHARDSON ! DL.0 No 38 RECENED AUG 2 51366 32'-0" .CITY, OF TICARD IL _ I VILLAGE GLENN - 6" Exposure I Slope O.G2 20/it %- 2" A.C. Pavement Class B ( odified) Mix I STREET AND SEWER Excavation Limit � °roto p,•�^�c,e: r°•, . n , n,n.,.,°'`•o C °,o�� 0 C)0,0 T. i' •� �' - I u' -`,.Yo',.'o: r.Gj�l'/\�ti_?� ism. 'o", .... o, • - •� .� Property Line Doo DEVELOPMENT PLANS .odQav0000, DETAILS ANQ APPURTENANCE S g Sjb rade 6" Rook Base (2"-0'1)' 21 Leveling Course (3/41-01 )9 I __ �. Compacted Depth 50' Right -of Way _ II h, a. mohr f' ASSOCIATES C I V I L E_N G I N E E R S j 2223 i . TYPICAL STREET SECTION - PL 1 EH;UN 8JILDING Hit I cBOII OF0 ,Cl :,I f. S VILLAGE GLEN y scale AS ^,HOWN d C.L`.H , 1 y�`�f i ' 4 OF 12 �' SRT A• Joh No 092468 JULY, 1966 7 I Oil!L111iiiiiiiiiiiii NI qtr • � � '' . � 1 � IIIII�IIIIIIIIIIIIIIFII11I1Iti(III'TI 1Tlllllli 1111 1� (1(I (I I(III�l1Yrf1 X19111 111(IIII111�n II I(1�111�1(I�I�IIIIIIIIIIIIIIII1111111I1111111�TTIIrI1IlI11111I11FI111I1111111 ! 1 ,. 11 1 NOTE: IF THIS MICROFILMED 1 I 2 3 4 5 6 7 8 9 10 I I 12 111, _ DRAWING IS LESS CLEAR THAN THIS NOT 1Cf"•'IT IS DUE TO * QUALITY OF THE ORIGINAL DRAWING. QE 62 9Z LZ 9z SZ trZ EZ ZZ (Z OZ 61 91 L 1 91 S 1 41 E 1 21 11 01 6 -10 L 9 S r'•'''''--EI--- Z 1 rtllllllllllli�111111111�1111�1111(11111111�1111111IIIIINIIIII�IIII�IIH(11i1�111�lllllli�llllllllllliu�1111�111111I!I�Illllllil�llllliilltl1111� �III111FII�IIN�IM�1111111111111�1111�111{III1111N ° iiJ111111111�111111111�11111) WIWWWI�IIIII�III��llll JULY 9 1992 . ^ , • ..'� mow. r by PIED IN 0 1 IF Y WIN1C0 IN n' e'�- I C6 O6c00)z ble 2EC110N K X 10 HEM A01SK' CL402 2E�Ce10Hbe1; X 10 KEI1tEEf B E2 Fki CO' ^GV n 1M. 21VWDVHDrmit KEnIthEF B E22Eb CO' HEM AOIiK; 214 X5/-1 � ( J / iY�oe 2tVH0V♦SD ��rr IQ h /�'. '—T' ,-� ; . _ I. _.__ ' , . "'sem h � h h -�(-! 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VILLAGE GLENN 117e?/11 09 "'`ms's ohti � �' �•I E /77. 8s 180.60 STREET DEVELOPMENT PLANS /79.95 S.W LAKE STREET .w AG RI ASSOCIATES 1 PRnF�� C 1-v 1 :. �,l1GIi�E�� �'_ EPIGINEERS w�� �° Z223 . 1��•;r PETERSON BUILDING HILLSBORO, OREGON �' � ISU� "y�✓ 77' 05 , "tale: -aG SHOWN .. By C L H - 2 `�Ar VILLAGE GLEN - ` — - �} c Job No u:92466 JULY, 1966 5 OF 12 _ y 1 , �r • -.. r.„ _._ I1fY"YA --.�.. r 1 1 111 (lIIll III 11 II C 111 1�'I� (t J (III IITIII IIIIII) Ilt,IIIIIIII�I II�I�IIt�1lI�lI1 Il1IIl1IIlIIIIIIil11�lI illllll tlllrllllllllll tlllllt'titl�ll 1 '- ` - 2 3 4 5 ® 7 8 8 1�0 11 12 NDTF: IF THIS M If;ROI I LMED DRAWING IS LESS CLEAR THAN ' THIS NOT I�i•r-IT IS DUE TO j QUAL ,.. ING. TY OF THE ORIGINAL Oc 62 az a 9Z SZ LZ EZ ZZ 12 02 61 BI J-1 91 81 Irl EI z II 01 6 9 L 9 S � E � ,.�''" .' DkAWING. t - ! dlI�IIIIIIIIIIIIIIIIIP�111lIUj1�11111111�111111tI�IiNlltlt�ttul/eN�tilllntll��uil4illU1111HNi�N11�H11�11!t� 992INI�IM�NRIflt111�111111�1�1! 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F' _ It - - - 1 - r I ( _ r + -I-�- -}- 7 -- _ - - - - !1 J ; `t_ -1- t I I I - --}-- - - - - - - - - - - -1j- �_ w _ ` I 1 f 1 11 t I + I 1 1 .-, _t I-( t--1 t � I I -I t I _ 71 rt _'."t -�_ .... ... _-' ._ _• -'I- _. __._. ,-"'-I. _ .-_ .,..F..._ ._ _ �_._ -r , ",` _ - I--1 _f'-� -t -...;... ._I_"F.L_.L- i j - I---' I I .. I ---- � --- --r•- � r-1----�- t -• _,-- �- Y_.- �f �_I-- L.�.�-i•-�_ l- _.1. .. _t--I-I �_'._1 _ F...L_'_ � :_ -F � I � ' � I � 7 �� - : I - __.. - _. L. ... .. ....• t. + - -•-,��_ 1 �I -, - {-6. `. ! .I� V;vlj�--i- -`I���; I I _I , _ ,. -�- fL._. `.�.__ ._� �. - I t-. - -- - _., �... ,._ -•��.��- - I "q�'� r ��. � ;� �!_.-�'_ I_�._�y _.I. I. _ .L�.__r _. .. - �I�..�._..L.. .._...I,.._�.!_..._ .?.,.... , �._� I-r 1 I- , 11:x_ , i J� �j a Q — - -------- -— - N - / - 4 6 7 8 4-/cam,a.4e /4 x A S# S7R- Ei'7' f, SCAZ Z- / "= 50 1 VILLAGE GLENN STREET DEVELOPMENT PLANS S.W. ASH STREET h. a mohr f y ASSOCIATES ��,�.o°�r�lux �•� c,'� �GiNf ,��I���, CIViL ENI,,, IN E, L: R �; `� f 2223 PETERSON BUILDING HILLSBORO, �7REG N r I VILLAGE GLEN Scole AS SHOWN By- C D �I. ��Y - -------- -'- � �F 7, � F OF 1L Job No 092466 JUI.Y, 196E i j 1 I 1 1 I I I i l l w 1 I �! 1 1 1 ') 1 •L. ( 1 ) I I T I / l t l 1 1 1 1 1 1 1 1 I f l l I' 1 1 1 1 1 1 1 1 1 1 1 ,11 1 1 1< ( 111 1 1 I l t l l l l l �,..•.- --� _-- , .r. _-_ C -•--�--�r�...a w.._...._ ,,,.ten _ ._ ., - ._.. ` '� �II11 ' � ISI � � t llrtlltl � ) I � It � � tl t ► IIIi � Ill11111I111', I'111` IIIIIIIt111111 1 - I ,� 2 . 3 4 5 6 7 8 8 10 11 12 _ NOTE; IF THIS MICROFILMED DRAWING iS LESS CLEAR THAN c THIS NOTIari-1T !S DUE T'0 oil QUALITY OF THE ORIGINAL. " DRAWING. -- - -- -- --- -- � ,,,.•°"� OE 62 92 LZ 9E SZ IZ EZ ZZ IZ 02 61 9, L1 91 Sill b1 EI 7,1 11 01 6 9 1. 9 5 U E Z lswa>tw . � :`%." ��l,IIIIIIIIIIIIIII�IIIIIuuII1111nIIlUl�llltulltUlltltl111u111fItIItNIInt�lUI1111111tII1HltlI�IHllnnln�llllll�MIIt11H1111 n1111111t1nr�1111�1111111u�I11�1I1fI11H�1H1�1�1ItIII111111111111I11nIIInh �All�IlulWlLlulllulluh11�1111N JULY 9 1992 �rfi�. e • uro Ir n r e' wiruo IM n' r �nYi + 10 X Id C6 022 2EC1I00 .v X 10 h OEM AOLiK' C111088ZECLION 10X10 Y NEM AOFSK' C6022 P1 ' q 1000 bV0 I'VbEY 100A 11" MbEY I0o9 iY�oc 21VNDVkSO N.rr $ KEf1FFFl f3 L22EB CO' "Vot 2'.VI'IDVN0 orrr KEnELEF 9 E22Eb CO' W ' fr S0 ova 7 I 1I 1 ,t I 1 1 --I I _I 99 r ofa �_�.�5 .F � . _ ._ .. _ -i-- .� l �-- .. _ _... _. -- - -.I_.. - �I - � I - - i - - :..I--'-• - ' - .{--•-�- , I- a ' � I � '#-'I I �: ^ .+ 1 `-�, . i'�•-.._. � 1-I --! -- _I_ _._ I_ � .... .. ....., ...j_ _ _ I I. _ ��- - - -- - ! 1 I � .. , -I ( '_. .i. i l ._. �1 � I I, r J. , -._ _� _ , _I 4-1 - - I 7, 144 I -- - - - - - - - - - _ t-C I. f I ! - - - - � - 1- -,-•- •4 - - - - - - ._;_. _ - -, i ZAA1 Z,4T .�� _ _ ja Sir]_. i�� • e a - _- ,- - - - . �• t1' - i' - - I - - } 4 . - .__. .t . ._. .., - _ t _ - _ _ , -_.__� ' 1 !�_'r— i -I^ _,_. i _I_ —I♦ -,- H-�' , 1 'Y I r 1 I r ! iV 1 1� _ I� 4 I _r_ _ _ i - : T , .+_., t- : f I , , r.- I I I I -r , T f I -I - - - - - - I ! � _ _ r 1 � _ ,� 1 r , I _ ice, I I 44,t 7 — --�� i I .'��.:.: !>�'iP/.:�•.Li�� . •-r r ( 1 -Ir'� I A � � - -f - - - - - - a-L.- _ .i-r - ' - � - -- I� - • -- - I , ""Not him - - - - - - - - r- I i -I i + { _ r - 1 -i 4-: t. _.., _-i--i---�._-_ , .I_` '_I_j: -;- _ -k_.+ +•-, I - �.L_,_ _ _ ,+ - I- - �1-, I i - - - -i- - -- I_ - r- - -i___ _ �.... .,_ , �_L-r_ _ I r - _I _I , _ - --I : _ t • r 1 I I , I ,_ i i y� II r - =� � i--f-•+- - - - _ _t._✓. _ ,') _ _ ��: � r+_:-~t _T ~ 1._i � t ' r�-� _ -I-- -t- -r Y : t 2 i I , -- I - _ I - - - ' moo _ }s �,� �/ 'y��s, -I -}. t F I--{-' , _If r _ � . I - f f1_ + T r•. . I.._ _1_ 0 n P,,ro �, � 1� � r - '; 'or,, � 0 C T4 0 C90 ' G :� al► #00,ZjC ig o too )' (� �� 9""'F'✓iso 0 In OF 01 CA �j x �• �p \�. o =a.o.�o,J -sem - �`¢q VIL- L AGE GLENN ,' G6 ���� SEWER DEVELOPMENT PLANS Z , l C. PR0 r sc J ? , ` h. a Ix1!,Olry Fe ASSOCIATESFs1'Cy s , -r� CIVIL. ENCINEERS 2273 r� C� u 1, /''2G .3p' �.•• SP PETER^ON 8111LDING HILLSBORO, OREGON,, f. N Scale _ AS SHOWN -- by C D.H. - 4 VILLAGE GLEN Job No 092466 JULY 1966 j 7 �FR1 -- OF 12 "--'-- 1 i Ir • 1�,1� 1�111�1`iI111111i11111�11I1�� 1 II� I:i�llll�ll111i11� x.111 (i _ 11i1�111111 IIIII1) 11111111111111 I111111[111111111111I111III11111I11111111111111..I IiIIItI1111111III1t1111111t11111 1 NOTE: IF THIS MICROFILMED ... - - 1 1 3 4 5 6 7 19 9 I'U II 12 _ -111116 DRAWING7 IS LESS CLEAR THAN ` THIS NOTILk-rTT IS DUE TO JK QUA07Y OF THE ORIGINAL yr DRAWING. QE 62 BZ LZ 92 LZ IZ f,Z ZZ It OZ 6t 91 LI 91 SI 11 �1 �1 1I 01 6 0 L 9 S Ir E Z 1"r•'" � '��� �' �:+� �rtlluull�n unllln unlnl111ul1u 1111u11111�1u11 nubs uu111� nluil a111111i1uu111111111t111�1111111H1r>1tjl4l! uulnll IIuInIIInllblllIl�U1lLuIl�WllullllUIIIIIf�IWI1N1 Tt -4 +611 111111►.IIr111hwlrllntlnn�tnd11++1111thMl I JULY 9 1992 . I / ......... r 7-7� + ,•--- s.r- -�•- .�+ .. _-- -.rte.......• _ _. • _ ....�.:..._,. _ .,•.,grlge,ur __ .._._._ -... _ - _. _ _ +. « � . "fir-:, " " I d. �:�, i ba1Y1C6 IM n •'v' bY1Y/E 1 n i v' C!l022 2EC110N 10 X 10 C1�022 2FC.LIONi10 X !0 C!!02@ 2EC110N 10 X IG HEM .�WK' C) tao x Y avt ch +ooX 4D b D NEM AObK' a oox isle brake KEnl:l:EF ff E22EH CO ,Yroe a1VNDVHD NtY11 lYVOI 21C'NDr1iD NrYY KEf1EtQf ff E?2EH CO � 0. IYIDi 21V14DV;0 N1YY , r + t _, + � h. - • -T Y) /?IV YC I til.o 035 + ' "!S'T//br Q I k TOf' OF G4s`B LEF S/DE Iz SCAL f�/O/,'/ZD TAL "~5 .� _�,- •\ � VERT/C - J i - 77 I l h 7 ,r I I �J o ►� KIN � S=O 056 O y 500 ' 8�-�P✓CSS' n ------_.—.__— N 3� Z5' E� 247 70 I E.Y/S.'r/N6 8' SAN/TAiPY SE/1/ER - - " -- /?9. 4/FIND -- ` 7 8 r z , oge--. � h p � � � 0 � h eM Q I SCA L E VILLAGE GLENN SEWER DEVELOPMENT PLANS S.W. AbFi STREET �p P:Ro�� h. a. mohx f� ASSOCIATES G, AN ff CIVIL Et4 _; INELR a � + 0 PETERSON BUILDING HILLSBORO, OREGON , Scale- AS SHOWN By_C.O.H. 5 ./ yqr 7 ! i f } ,.ub Nu 09466 .IDLY, 1966 7 a l � .�� _ .... .w m�.. 4tlw*. rb�i...�lit ;.::iii llNakM.�..w. elm i �'"�' jttltttlr � t ► rl � i 1�'�It (I �� ) i 1 � I I I I I Il� l�llltl�l'( I1171ti1111� II jt- 2 Ii IIIIIIIIIIf�tIIIlIII1I11tIII1�111�1IIIIIIl111I111lIIII111I1111It11Ir11I111I111I111IIf1llll1111 2 3 41 5 6 7 8 9 10 I I 12 NDTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN --_ THIS NOTICG;--IT 1S DUE TO ,, QUALITY OF THE ORIGINAL r ' .. „RAWING. of 62 62 L 9z sz IZ EZ zz IZ OZ 61 91 LI 91 sl t,I C1 ZI 11 01 -6 9 L 9 s b f z I"�•*� -,.-�''f I �ell�lulllnt�unluli�ornlut��►Iulut�lllltllll�lll�llnl�nulu►rl�nulnn�aulllll�IIII�IItIHIq�HI1�tIIlIII�I�111tlNlt�ltlllllU�IIII�11 �IIIIIIIU�IIIIIIt11,tIIllllf1I1111�1111I1111II1f1I1Hi��li�tt�ttulnuluull111I1111IilllLH@111UIUUli111I1lli�111)I11�IIUI�IWIIIH �` JULY 9 1992 i 6 will IN n av NEM AOL-K' C16022 2EC1101101 10 X 10 bal"Ll IN n • r l bve lNEM AOUK' 015022 2EC110N 10 X 10 h.Eflk_Ef A E�2EkS CO" lrvot 2iVNDVbD ovum KEnImtEF ff E22EN CO Iol bve I,vt�ee .urot 21VWDVBD 1 4.1__ "T dttt F4 -- - -- — i -- !_ I I _ I I i _ :I 4 1 -� ^1 y. ___ _i .._, .. _ -._ -- ..- __- ,_ ._.. __I ,. .. - ._1 __I._I- _• -- _ _ ,. - _ til�:• ( I. - - - - I - - - - -- .._ _ i._�._L. -j-� -- ---•_ i -!• -- yf- I - r- -_ L -I r-I _i- _t..-i _ - t r I - -- _ _ _ I i- _ _ i - H r - -: - f j-- it r - - -- - - -{ _ -•� j- - f ...r I -•t--I I '_ ._ -_ - -- --{ .__ �_�I- - -- '+ Y.r 1-+-�r•r'y. r -- - '._ T�, 47�r i _ - r•f'-I- - - r - _IF I 31 - I _ , t -- - i r +- -- — ` _ : — _ . I _ 4� - - + _ --� - - - _ 1 _. 7. - - ; �. - --- __lk - 11 I F' --I� 1 . ---FFF_--- - .._ _.-1__ ' �," ... -1_. -' _ - - _ ._ __.-�� - _ •r•_ _. -I. t-1+1 ..� _.., _ ..i__ .}_ "}- _ L_- _ _ 1"+•-J ,-+,-It �_I �I- I •. '_' - _ 1 - - - - - -I- F-F + Tt 41V r- -r- I I- I r ' _ TT ; L "r - I - C�j �- -(-: -r-, -r t-t .. i ' _I 1 I T' ORT �> z r T�,� ;�9 60 CS � 1 � CLEAN UUT L� -__ �h �, :�> 'o o ice , `` . y �h ,'4 r) LAI ILI VILLAGE GLENN SEWER DEVELOPMENT PLANS, � h I � �S COL/lll T L A I-iFAL EQ PRaf h. a mobj _f; ASSCC:IATES � '` �NC,Iry'£\ CIVIL ENGINEERS 2223 ��i> F ` I K' BUILDING HILL Sbk Rll, OREGON RE,ON �• r 5c:alP 1uW+l IBy•C L111 6 VILLAGE GLEN 9 OF 12 Jvt ,• ,; �a., •l'1 Y, 166 t. I III 1141i 111 !11 '1illy- lipj �) 1' 1111 SII IIIA Ilf 11 III 11 111 III .OWlip •III n Ilt 11f 11t t11 111 III III III 111 III III 111 T11 rll'lll III 111 III 1�1-111, - ':� I . ihfI j � I I I I I I I I I I 1 I i 1 1 1 1 1 1 1 1 1 1 1 1 1 0 i t I I I 2 4 5 6 7 e 9 10 NOTE: IF THIS MICROFILMED DRAWING IS !ESS CLEAR THAN r THIS NOTI;F;"TT IS DUE TO THE QUALITY OF THE ORIGIN1.L I wr' OE 6Z 8Z LZ OZ SZ v EZ ZZ IZ 0Z 61 81 LI 91 SI bl EI 91 II 01 6 • L 9 S r E Z 1SWAM �T 1 �•• ._"'"""�01��' ,--. ,IIIUI1111111111111'IIIIIN111I1I�IIIIIIIt�)uI11uIn11�c111bn�I1la61p111�tINI111u1111NI1NfNl�la►Illinlll)IIuMINu�ntHlill�lll unllllltcll, ,� uullulluullullulll) l�UlulTu�ttll JULY 9 1992 .� .. � ,T1Ig,D,( ,"(�.A'?�.'�"'"... :.,,.h.. .r. �.- '^'F y. •"'�n-'- �P•^`��. _•_-r-�N'_. a�F/��..•y:�.+�-^^ �►-_ —._�..-�..�__-.� ._ ... - nn._.,_._..._...ate..._- ... ..+,MYw�MVr�t'.,' 2.awn ,��...-o..,-"R... � .'�.f+ ♦ Gil _ _ I I ! I -_ � __-_� �_- _ _.__ —�-- __ t. Manhole / !�/ _ _J I _ -. __ i _ _ \\ Notch Lid for ._ _ -__— _ :-A_ _ I I -�- _ _ r l� - � �o -- - p, Lifting Hook } c_ \ g - - - - $-— — - ---r - --- - B ,� I I 1 Pipe C t� {-I - -t -I=- -- r % ILI — I o- - .:� O Top of Cone I � 1 it _ PLAN OF TOP Cover and Frame to be machined to a true bearing all around. � I ! Mortcr PLAN PLAN GF TOP Joints to be grouted Inside and outside. Inside to be smooth. -- ---- .. 2 ..3 Dia. ----- -- ---� _._ r_\ 2'-3/4" D I a - ! I All joint of precast manholes _ I I is be watertight - - 57 _ fl- 27 1 I f4-- -I'-I I"Dia — } -"-.— ., .--- - --- ---- _--- --. I - ht.. - - -----2 -I/2 Dia. - - - - Yy - Cast in ;,lace base with �--_--------_ --- 2'-7"Dia ----._____ —_ formed channels - i SECTION E--E . PRECAST MANHOLE MANHOLE FRAME & COVER SCALE 1/2" = 1' SCALE: 1-1/2° Q P � I � II � -1/8 Bend I 4" 0 6" I cV :Q• a) G. . -) 4 . Conc or A C. Tee •---- SECTION A— A •\\ Backfill 95% - f-1/9 Bend 1 a . Compaction -4 1 ' Gloss 4 Concrete --"`" �;i' • �� •a --Class 4 Concrete Y or Crushed rock rf .A. �: � Undisturbed - � � � or crushed rock / suPPurt. \\\ l Earth -Z,_ / . support. n �— _DEEP TRENCH SHALLOW T9ENCH VI!Y E OR TEE CONNECTION DETAILS r I ---- - A ; A Atlas Foundry monument case and See specifications Tamp all backfill to hero cover Pattern No. 2890 for maximum 95% Compaction.--? hinish Grade - Omit lettering on cover, allowable trench Rough Joint-­40- . b width. I — I b, I I I 6�� Conrefe or A C Pipe %�/ / �` �- _... Clean out bid includes ,;1- Class 6 concrete VILLAGE GLENN all material and labor " \ rt beers and above SEWER DEVELOPMENT PLAN Undisturbed Ground MANHOLES AND MISCELLANEOUS [?ETAI C Shane bottom of �� ``9U°� l ` Wye to have 6" branch trench by hand 1 "-\ Hand dig bell holes.• �..,wig Wafer tight Plug-seal Z�r' .. _. �� N=11f�� h. a. mohr t'- AssOCIA'rEs ;�/�GtNFi.NJ PLAN LIF HuT TofA ----� _ - e �r ---- _--- -,�----^r: °� -�- .0 I V' I L E TJ C I iv E E R s Concrete Slab' --- STANDARD BEDDING TRENCH PETENSOtJ HUII uING NIL ^50h' , UREGC1Aj" DROP MANHOLE CLEAR! OUT DETAIL 7 ti ' Scale --A v., ,,N _NN- _ By G[�.H , SG LE 12" I' - lob Nr 092466 JULY, 19!66 ' 7 40.1 • '" 1 tllll I�IIIt1Il{t1 ,1 j i I'H71 'iI h11 NOTE: IF THIS MICROFILMED �""+ I 2 3 4 5 6 7 8 9 IQ_ I I 12 _ DRAWING IS LESS CLEAR THAN THIS NOTICGi-•IT IS DUE TO DQUALITY OF THE ORIGINAL RAWING. ___ - -- --- - OE 62 8?, L2 92 S2 ti2 C2 ZZ 12 02 61 81 LI 91 SI 111P C1 21 II 01 6 0 C 9 S E 2 1"'�"' ,,,r�'r rruluulnnluulltnlln+I++nl+tulln�tllllil111It11tIin+I++nbrl+ll+++atlulr+4nnitn+Ilullunl11uI1HIlIIIlIN�11►u1INItItN+�H1iIlUI�H II11II�tN11tUltfIIIIIIlII111IiIi�I111I11{iII111I1111���1tl+uil+wit111II111II111IIWi�11�1111IIIUWIlIll11I)IUIII1111111II111 , JULY 9 1992 VILL467-E (;lL-NAl i r► r � = /� — 7DDO L Gc M,�/V /ylER C u Y APnRTAN.oA�1� L / A �.✓.4��F_ C� - . 2 f S-0 _ /D P/Il rf . Wooz, /oLE.s 0- /V j3,6i@ / fr � ToTA r_ PER M o wr�4 50 W. A 23 c _.._.�--•--�-�._"'�_`- V/ o � 2 ol ( 3 s •2C S3 f / I 846 `X U ci \, S I 44 r ef 7 / 31 OMAXA ' VILLAGE GLEN \ 11 OF 12 da }• 1 ;� �.•..,,,� � �'It �. l1 + 1111 1 � 1 'I� t I � 1_LF�1 ��r��� i� 11R� 1 I � 1 � 1�,[� tip �tll I FII i 1 Ilr I I 1 1 I 1 1 t 1 f t I 1 r 1 1 r I rel 1 � 1 1 � 1 1 � 1 Int tll ISI 1 � 1 til l�� I 1 � 1 Itt ell tit t11 111 - x" ;� .: 1 1 1 I I I I I I I I 1 1 1 1 1 1 1 2 3 4 5 6 7 8 8 to tl 12 NOTE : IF THIS MICROFILMED ., DRAWING IS LESS CLEAR THAN THIS NOTI�;'"IT 1S DUE T ' 71 THF QUALITY OF THF ORIGINAL_ • ' DRAW I NG _—- -- --- —_--_ , DE 6Z BZ 1.Z 9Z SZ bZ EZ - ZZ It dZ 6t 8f L ! 91 SI bI EI ZI 11 01 6 8 1 9 S b E ,Il.+l"-` Y ��!1�1III�t1llltitt�ttttitl�t�tttt�Ittilltl�,11111lIIIIIIIIIIItl�lttll�tltlittl�lttl���ttlllli�lltllllll�ll�j.�llllllllllll�tllltl�iill�11i1�11�1tlIII�1 �IIIIIIIIItI111�fH�11lI�IIi6Ilill�I�It�I��}�}1f��I� It�ttlllllllllllllllll�lilf� - W- 0 3G a , UNa.F_R(sIC'.OILNL) SER✓!CB T-e 47 LQTs • a V1L4 6:Z G[ Eiviv Skca,o/IV/sIdN e ,21- 2 c 16- 14 0 6-140 AER Lor C'osT' -}o VIEW CRE5T /e_RR.ACE M.G. 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CINDkIT / \ / SN.5T/1L_L/✓r/ A4 TPA/Yc. CF 7.'o0V `'. Z . G � ?.AGE GI,T' 12 OF 12 .A► '`•+.., 1lI�I I Intl It; �I til �+ �+ iqi I!1 1� I!1 rl ( I) I!1 1111111 1! i � ISI 1!r r I Jill f I 1 I I I I I I I I Ili I I T I f I I Ill Iil 111 Iii ! * _ ._... ._ � It � r � � I � I � I � I � ( � I � � I 1 � � � � ll � � ll � � � ltitlti It � l •,It � tl � � ! ! It ! � 1 NOTE: IF THIS MICROFILMED +. 2 - 3 4 5 6 7 A 9 10 I I 12 DRAWING IS LESS CLEAR THAN ? • THIS NOT ICfrf ZT IS DUE TO TK-QWILITY OF THE ORIGINAL • ~-''`DRAWING. _ oc az 9? Lz 9z SZ ►z EZ UP 13 0z 41 91 L1 91 G1 bl fl z I , 01 0 1 L 9 9 ► E z 1"0"" �►ll�llllluu�nllllul�luIINIIIIIIIIII1�1j►►�Illlllllfll►1111111!MNlIrHlln�I�fUIl1n11IN�lUhlll1nitllltI1NwlfIIllNll1lll4ltl 11ululIll ltt+N1�11iluH�fltl�ut1l�ilh IuIIIIIINnI11ulIInIJ 111!lliLu�IIIhN1l1 JUL 9 19 99 _. -- -- ._—_ .,....•�..--. _ ,. .,r,..... . -ten.•—•-__ -. _ ,_ _. . _ 7_