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LERON HEIGHTS NO. 3 SANITARY SEWER 01 0 (D OD 0 Qy C4 W w w 7 >_ 39 72 73 74 01 (ID 75 76 77 78 79 so 81 82 0 01 M 0 0 QD ch� (\I + 0 N Ae m 0 + = m -4-cy 0 0+ 4- 4- to d CURB 8 LINE C.B. 2 13 4 5 4- 2 R.J.C.S.P MAIN • v.G, I ># + CL 0+-()0 CURB LINE -4" > X X u2 4 *9033' R 742.20 V > z o 40 "t _oj :1 : 0, IL -K IX Ts 62 La 123.71 Z CO3 0 71 C-, 3 62 61 52 51 50 49 4 8 A Qi 0 o rdl Z Z I L co ------------- A w Id d ERON HEI GH TS INMRCEPWR SEWE,91 �IKA V j . MERINE S T. SECrION SCALE: 1% 50' -1 7 6A MCI V3 w in-I 4- Lu ZL i i 0 Au - 4- Oa -r tog -1 rprovm D Nano-, C-73 t I Ak, ------ ui to &n 40-- 8 ly 71 T z V% L) a w z m 6jto 7- -400-- :� th CL 0 0 in opw J^ 1w. vv o _T xjrz- str4mg Ih- A -ST T 0 C3 _44 Ir a 6 .--- .;--9mE: r7-.-3 44--- z (L tft— IA- a. j A,2 IM= 0- tu 90 all g1_r___ 0 777 -w -A.P, - . 6 1=-_� -Rf"ON A c 7-14 R T C A4; -UT747 A Aft 1k 0 7 ...... INV a 0L SH .-jo N 0 30 5 A V) _T ampi F— 0 0 Q + N 4. ♦ + PLATE 1 PLAN PROFILE 0+ A. W E. STAND- + M + ARD + + 0 u) 10(1*4 RAr. Art-PROOF VKk I"M—OPW AND PRINT90 IN U 8 A. 0 N LERON HEIGHT9 1\ SEWER FLIGENE DIETZGEN CO. 1. OF 7 -V- 1.1 Now prill,1111111 I ortql, 1 -11111k NOTE: IF THIS MICROFILMED 2 6 7 12 DRAWING IS LESS CLEAR THAN THIS NOT ICEI-IT 15 DUE TT) fff QUALITY OF THE ORIGINAL RAW I NG. QE 62 9Z LZ 9Z r.z ►2 EZ Z2 Z 02 61 81 11 91 SI t,I CI Z I II 9 1 9 s 1p E ' � JULY 1 199 2 A 4 a &FISI 9 `0 qiw O M O `* _ _ +• _ + _ N 890 55' W .0 z KATHERINE 12" RJCBP STREET - _ 1 " L_ J 5 11 WYE \ 0 +4700 411 WYE 0+ 50 4 ' I I 1 00 \ I 0 + 50 o0— 611 WY } ; 0 + 45 4 WYE } 1 \ I C 9 P 3 I I 8" RJCBP 1 _ 8" WJC9P = \ 7 �\ \ 63 1 62 61 1 0 52 51 iD 50 49 48 a� \ I mI I o M II I Ln + ;t 14ps 411 WYE + I \ ~ O 411 WYE � � � . 004'1 WYE 4 1 — I +40 411 WYE 'r 1 } 1 , 3 \ 64 I I 1+6100 411WYE ` a o • 70 ` ` \ 60 I 1 z 1 + 83oo 47 4 WYE 1 0 1 1 153 1 Q\ \ g0 4j1 WYE I d 2 + 31 5 411WYE 1 ! 0.0 _ 41`,N*4E .�2�` �3 65 \ 1 I � 1� s 1 a IIWYE r ;� 2 }5 3 \ VIM � M.H. 7 JI 00 59 2+70411WYE 1 STA. 2+6E �i _._-- 'a I 46 69 0:\ f8 0 4" WYE w0: 1 I 54 CC 00 3 }0 ,QI 11.; I J > WF ; — � o � 0 5041 WYE \\ 66 I 3+3350 411WYE 3 + 30� 4" WYE LSI 3 _ � � � 3} 45 \ I i + 44� 411 WYE ' M Ii c it 1 0 58 I 55 I � o 3 +'97 z 45 I 68 M.H.9 o 1 STA. 4+04 50 11 a` WYE 4+12' 4 WYE 4+ o� 6 7 !NIH 8 C. 0. 1 STA. 4+2 2� 4+32°0 411WYE STA. 4+ 422-1 . • 5 T 56 - - 44 LAN.. SCALD,' 111= 501 wpo td CN __-_• _ - - - — - -- Opp- 77 - - O V _ - -- - _. - .—.._ -_-_ --- - _— y1=600 _ —_ NIS L) O z -- _— - - - - - - -- — --- W y _ W ci ' W y r _—_ Z -59 A. m O ---- — __— _— _ _ — - -- — - - -- �rt�+_ - -- — - -- _ _ _ _ - alp r­ a z - - - - INA IV ----- — --- - --- A kL r — - -- — --- -- — - -- ---- -- --- - - -- E ERS _. - - - - ----- - - - -- - -- - --- -_ _-- ---- ---- -- --- - - - CA O + Q + O PLAT':G LAN-PROFILE D. P. R. d R. E. STAN p p p O C 1 1 1, �• II�. PRODF VELLUM—MAO[ AND •111NT[C 111 �. A, + O N � N EVG�ENE DIETZGEN W. (� Q T N - LEPUN HEIGHTS NO 3 SEWER ------- -.----- ------------ 2 OF 7 Tv -map—. I f�11+11 111111. I t M I I�j 11i"t't t l l l l I' (I 11 I 11 (1 111 ► sill` _ ,,.,,_..... �__. . _.»,..,. .......� � � - - ___-_ �'Ii I I � � •�.. I I � I �^I ( I � I I'llllll) tllltlllllllllrllll�lllllll�lllllll�llll111{1111111{1111111{III11111�11I111{IIIIIIIIIIII1�1I111 � """I""""1 _1 .. _ ' f+ , .._.,�, NOTE: IF THIS MICROFILMED ''� { Z 3 4 _ 5 g 7 8 9 I o I I 12 - • DRAWING IS LESS CLEAR THAN THIS NOT ICIi -IT IS DUE TO j}IE QUALITY OF 'IHE ORIGINAL AO ••t, . -'DRAWING, OE AZ 9Z LZ 9Zo SZ ►Z CZ ZZ I OZ 61 91 11 91 SI t►I EI 7,I I1 01 6 A L 9 5 b E Z 1�'••[" ,�'. 1�11�1IIIIIIII�ul11lUI�un1H11111111n1�llllllllllii1111111111111u11��1u111��iau{111111111{Illl�lltl�llll�lill�ll!I�IIIf�1111�111lIH111111111l11�1ill�IIII�11111tH1�II11�tItllfltt111110111111111�1p11y1{f�fll�llll{III1�1111{Illl�llll�lllllHWIIU�!;lul,ll�hll.III11UIlUNIW�ll1) - _ JULY 1 1992 or C: twK ch N H H H H � i II Jule 11, 1975 J. A. Paterson 12700 SW Pacific Highway Tigard, Oregon 917223 References File MLP 3-75 (Leron Heights #3) Dear Mr. Paterson: Please be advised that the Tigard Planning Commission, at their Tune 17, 1975, meeting, considered your request to allow partition- ing of a part of lot 62, Leron Heights #3, for a single family home site on sw 1.16th, and your request was approved subject to the following conditions: 1. A cul-de-sac be provided at the south end of 116th Ave. 2. The finished floor elevation be not less than 164 ft. 14SL. 3. The foundation and footings be properly engineered for resistance to erosion and settlement. 4. You promote a local improvement district for the purpose of developing said cul-de-sac of condition #1. If you have any questions or need additional information, please do not hesitate to call this office at 639-4171. Sincerely, Jerald M. Poweli, Assoc. AIP Associate Planner p s ,l December 26, 1973 Mr. Pete Perrino . Portland General Electric Co. 12259 S.W. Main Street Tigard, Oregon 97223 Claim No. 73N-2709DU Deur Petes As you know, on October 4, 1973, Dale's Sand and Gravel Company damaged a P.G.E. primary and secondary cable at 12020 S.w. 118th Street. At this time Dale' s Sand and 'Gravcl Company were doing work for the City. I am quite sure that we both agree that this power installation is not good, but realize that it was one of the first underground installations made in the City. I do not feel that the City should pay for the damage to this service since it was not markad or any signs posted to advise us that a cable was over our sewer line. I should also point o out that since this was in the same trench as our Newer line, it cost the City several hundred extra dollars to hand dig this trench. Due to the above mentioned circumstances, I would i1nd to ask that you void or credit the billing to Dale's Sand and Gravel Company. I would also like to ask that you install signs along your under- ground service lines to prevent some innocent person from getting injured. Thank you for your cooperation on these requests and `.f you have any questions, please feel free to call, Sincevely, Nick Hiebert Lirec-tor of Publi Services & Facilities Nil: fj � ^ I I y t /. e^ 1 n �, i �.. — - Z 1 ' �o I C. a ✓�c I I N cl -L re-,' ,i I /� NG J h I✓� '�" S nn JJ r n r �iG4C}��iHt� f � �► i A SUBDI VISION IN SE_ CTION 34, T. l S R I W 8 SECTION 3 T2 G, R. r 1 ,r lt� , T TE MERIDIA W�SHINGTON COUNTY 00 OREGO � lJULY, 1964VICINITY MAP /e I.R S�o�e. , �o� WlL LASE , S 89°55' E 130,03 IIU716 137`.12 N -+ ` W O s 83 ° 1 Z t 1 > Id vi FFRR ( N 89°55' W 1076.58 p 4 16 58 100 100 100 i'' 100 100 100 .100 100 - 160 0 51 YIC), cJ w 1 , c � 1 w w w W W I r w w w - %t in � w v h h _ u' S W DAKOTA ST 7 C13 IJ 0 a tt wl t, o ° e` W L7 1(1 -- 72 N ?3 a ?4 0 W) 0 N 77 O N 78 ° °0 '0 79 ° 0 80 0 /`1 8t ' o 10 r- YI w ° a c9 N O N 7507. O 76 z z o N , x N v. 82 _ N Q 0 . . 0 z z c� 'n w N S W TIGARD ST. z y z x o a w L w W Q SUBOtvIStoN t y 04 ar 27.9 99.98 9980 _ t00 100 100' _ IUO 100 100 160 SITE 3 < Q r U7 G N ' 50. C 'n h ►- ; <' q c N S.W. o N 89°55 W KATHERINE 9• 684.51 STRUT r� to 1 ►) ��� �` U, �, S.v. � /• u-)i15 330 439.51 - --- ___. ' . �,.E3�?o 2`W �►-Yrr• 2 N o 0 o i '"� N S 7 2 M Z 19 � ti 5 .W, j A N IST. 7983 it 1 - 90 __10894_ _ - -�90 z 80.06 E5 -+@1-89--• �,- -too 1 100 1}7.33 1 1 391 I 10/-� 10 I {0 10 _ 10 w_ r;, t rs o / e In ._ , In 1 1 ° O '.V .p cD A ci, �S ,`.`iA• (�'�'• 1 m v I-- c a�_ �. 0 0 o i� '.S k N t ` 7I r'' ; I 63 N 62 61 oYl '~� 52 ' 0 51 N Sa 49 -- 48 ° �, �'o,•. �PN', v T G A R D CP Y f it 1 _ A or cr o _ w S.W 80°32 E 6 ` O /O = Y 1_ `r C� °._ 1 O d m _I_ { 1 N An 1 - N g0o32r E i 116.45, X64 54 100.33 I0 ,30 \ �/ to 97 ' _1 g 5'u ia4 135 �, 135 1 cs` 8 7 t 032 85.05 r t .; I!8 4 R �, / N 86°12 E 164.8 ,c, Y aA rj0 m, I. 4°34 4v E 1820 r p 170.19 _ h 1 /� ^+I 9 0 W i Ir i E .� ' �, 11 7 4°0�3o \ 0 6 0 z .111 II 53 JI' ' 4 7 16'':jl I /o c i 70 r► , ,� 11 tt �� / o r - .� t s 5.0 , Iv 89 15' w v- cr �,� p`E S5 j 6 q 445.53 14 9- i1+ t 046 _ I 0 -5 N S r 3/4 r,1 P 1 0032 , 51 20 t 7,0'2 81 1 2 W Q 151.88 '1. 1 -4 a %_ IZI ; N T �q3 N �h9.2 --- Qom._ vec. 34 T ► S 8953 X89°53 E 1209 35 �, __-__- ----� ` = 5/8r, I.R. 8 0. Ai ilk N 81°4 34 4 2' Lo 59 °• 'CPt� 54 N 46 I a_Sec. 3, T,$,, R.{VI( A,, I' : m o o 1 1 25.09 -'5.29 /OD °'i '� 7.23 ^� �8.8:i 1� 1/4 SECTION CORN.:_ Z. � �Oo32 E ° r i`� tD 7 121,22 ,'►1 � 158,78 rt � S li7°24 ' F. , � 2' SQ.' IRON BAR 1� N 1 66 t` ai I W 147.74 �� 6 2 y a � ,` 1,V. m o_, o 0 o m 7r o i � s =111 N87°1330E o, 3 55 ..... �4 v W . 3 -- i Ito Obi �0 45 Y tV • 136.51 om ` v o t I w o '. \�1111\0 o` S87°24'E '•� ti S87°2.4'E v,' 3 25 24 ,_� i 67 01 t 130.61 N , 149 39 o i 8 87024' E 116.37 N 143.87 >q +� 1 S 88°27' W - z m 57 �' ' `° z1 -QD �� 201.61 N 64 as 25 25 '`� 55 m 25 125 rn 44 0 3 LLLlll 1 i ! � S � 50 03 140 "'+ 1 � ; �' 1 9 140 50.03 14 �-plow r., N 87°24' W 520 0 ! l CUP\/E DATA I �I Curve ,NO y R t_ CH beoring CH i_eng1r, 1 09° 33' 742 20 123 . 71 6� U S B5°N 8, 30" W 4 2.3 57 7 Y 2 03°10' 22" 7 17 20 39 71 S 88029 4 W 39.71 3 061'22' 38 717 20 79 83 5 83°43' 19" W 79 79 4 02005' 767 20 ' 27 90 N 8 1034',30" E 27 89 E 5 0;028' 767 20 99 98 -5. 86°21' W 99.91 6 44°43' 182 34 142 3t 75 00 N 220t6'30" W 431'.72 7 44043' 15 '7 34 122.80 S 2 20 16'30" E 11 9.70 e 8 23048' 207.34 86. 13 S 32°44'E 85.5 + 9 200556 207.34 7'5.69 S 10°22' 30" E 1527 4. 10 45023' 185,01 14 6.54 77.36 N 21056' 30" W 142.'74 11 3J°I 8' 2 l0 .01 I 1 I.06 N 29029'W 109.77 12 15'05' 2 10.01 55.?,) N 06°47'30" W 55.13 13 08°'039' 160.01 25.09. S 03044'30" E 211.0E 14 36024' 160.01 10165 S 26°26'E 9'1.95 E 15 41°03' 200.33 143.53 75.00 N 20°2.6' 30" W i4t) 48 16 41°03' ! 75,33 125.52 S 20°26' 30" E 12,,",.95 17 14'030' 30" 225-33 60.99 S 3 30 12'45" E 60.80 18 25032' 30" 225.33 100.45 S 12041 ' 15" E 99.62 E 19 41 °43' 230 40 167.75 87 79 N 20006130" W 164.07 20 25°27'30" 255 40 13.4b S 28014' 15" 1- 114.35 21 16° 15' 730" 2 55 40 72 47 N 07°22'45" W 72.23 22 30033' 205. 40 109 52 S +40'31' 30" E 108.23 ' 23 1 10 i0' 205 40 40.03 S 35023' E 31,97 ; - I LERON SANITARY DISTRICT . COVE R S H E E T L ERON NEI Gid TS NO. 3 .. ' 'r. N.v1� Y r .,,�rl+ t ` _� ,nr'`1 s.• r .•,,. \'Y ,,yy■am�..A (? O �r O . s Q r i ;� 1. i•, ,i, ! ��' •,�. r, ,9' ';i r(`. a, 7 ya 'ti - •t:'..I.,r hr C I x Y I a I r. c. !w, 'r r,r •'�'}? .,:}o.y. 'M. '•x'•"?`•> i + e' X. .5'>' , 1 r 1 sc. \..,P '1'A;'. "... �r , . _i. ti 1. '. d'r, o r'�' ,'t f'• 't".''� x.i - 1 r lir rP. - ,1 . r -\. l P,` u r "7 ! f."� t�' ,% eT:. ''r' \n' ''r•' �p"' :f x OREGON c „ �• z, PETERSON IN 11 I OR N 1 r.• •. '� -. ►' ;< E ERSON BUIt_R 0 i LLSHO Z0 E S ,, a ' a ,. X. SCALE: AS SHOWN 9 "T ._ :,. .. ? °., .,.F ��1 -. ! .f' Rile l i ., JOB N o 2 U 5 6 2 L..U..0114 R 11....1.1:.,111 ,a ! O � ri..WI• t + r c 1 .�7'1' , r yi'• ft „ 4r. v r :> ! w _. y fire u! ,; 19641 e+ , SH T I of 4' AUGUST E E t r 1 r r 7 '� 1... 7 �' , s'•�S. i �in.�rsr .n r� Y s , Tjib, N d G - . . ! < .� '��` ,A f. ,. ., t,, } h. f a 1, u •i� .0 r .!. °.6�..t .,. •. I r .. � .,..., „ � .. ,p+ •'ilk ...�, ,A h .,�.. .. A .:: e. i t .Y• �'� '�'' r .F., r., ;r',j. ,;� ;"n •1!' eli ,Av1, eY.. 1 F;, r " 1Fn 11 r.w_ ,t' '+p : r i5` y ,S� � __ - .► ._..,..__ -- ., -*------ " .gin" ~rM1'1117��4 ._ ,,. ..----'^fl-'-.•.--err-- 4A, ..-•�.-':'.._ , FF ( f . 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I RJ S R STM Ext 32 pq � 9S 78 f2 C V g f 2 4 - .». _._. _..._ ,C-14 xt. ra« rT _ 9 S T /2 - -� 9:68 A �-�. _ — --_— � P 0. LE O N SANITARY TA R Y D I ST I� 23369' . � R N I C T I I1465 r; A.01 p' Nmol onlTn� I 5 ' H7 g -!acaP ASTM S.W. KATHERINE ST. INTERCEPTOR 1 VE:R !CAL I" = S' -07• 5 C-f4 Elcfr Strength �722 �_ ___ _---� -___ _ -- - ----___ -______ _._• -_ _ �._. _ _. _ -_�-- _ _ - _._ _.._ __._ _ - .- _.___ _� _ L ER O N HEIGHTS N 0. 3 h. a. mohr- fy ASSOCIATES �4 �Ffs 1 I CIVIL ENGINEERS 4? �!,2123�� ` _._ I , I PETERSON BUILDING HILLSBORO, OREGON 0Rh4jN SCALE AS SHOWN JOB No. 205962 'yf' � 7' d • J { SHEET 2 of 4 AUGUST, 1964 P:1; . I 8 ?71U3N �•N Of1AQNATc fa«r q.4-te BAA Pool .OJ A�ZP3 8aaU9H hG ,�•<., �I..r w. 01 x 01 NoI1J38 aao>ga .MaoYYI ,,6•, , .• a .0 Mr fu"141 - 7" UPC�'.i I-IE 1' *.�i- "I`�.i I`a1::1 r:ir WG'F r,1 11 1' "7 _ .w.w..........,.r.p..rw.._.. . ,,. ..��rr-•- _ .>. ,..rr�•SS+A .Ilwr_.- ,,.....M......r.�.. .-.�,........ ..... »..- .. ._ ,...y... ..�. ... -. - ....-_---•_.__ ?��t_'.-..,..-.._..`w.r.�,•�w�.w+w�`�...--.... ^,t:_...-_-.t... ._. ..._ ,.. .. ....._».w:aPibt r.. ...... _-.-._ • - ei ' � � . � _ _ M r � i r � - .-.SrIiI111111tI1�111'Ii�11111111t!IIIF11111111�IIIIIIIIIIIIIII�lI1�11�I1II�11111IIII�IIIIIIIIIIlIll1'IIIIIIIIIIItIIIII111III1I11tI111111tI1111111IIIlIIIlIl11IIIlIIIII111It11`111IIIIIIIIIIII'Illll�t NOTE: I F THIS MICROFILMED �• 1 2 3 4 5 0 _ 7 8 9 I'0 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE; -1T 15 DUE TO THF QUALITY OF THE ORIGINAL -------- --------- DRAWING. OE 62 62 LZ 92 S2 tb2 Ce 22 12 02 61 131 L I 91 S1 b I c 1 21 I I 01 61` 9 L 9 Si b c 2 n1�IIIlIIIIIIIIII�IIII�luI�11IlIIII1111UI11111111111111I1111I1uIInnlllliln�,1!�nIIIIIIIIIIIIIIIIIl11IIIIlI1111111�1IIIIt�ItIII"��II�II�III111111Ir.IIIIIIIIIIIIIIIItI1111IIIIlIIUIIIIIIIIIIIIIIIlII111IIII111N1�1111IlllIIIIIIIIIIIIlIIIIIIIIIIIIIIIIlIIIIIIIIIUIIIIIIUIIIIIIII1111111IIIIIIIIUn (,j 1992 w„+uo ,w n av whim tN n' a v 2 0 UVC tN 10 X 10 VIFM Aur.K' CK022 2EC110N 10 X 10 HEM CK' toots HKF11F..FEI 8' E?2£K Co' 009 uvt+ Obiki 1—kE 21VNDVbkiC)O nrYr lYrDE 21VNDgKD rtw KEfIEEEf- 8 £22tks t:U' 104 0 st 00 —__ _""-12-8-_ ----_ _ _..__. __._. .__ ...___._.--.-._..----_. _------- -- -•--------- -----------------_ ._- .___-- - - — ' (- _ �._.. ' FI .. , _ I M w I I 1!8.71 ^! m p w - -- ---- ----- _ __ — ____- --__ _ - UJI i w ca l p, ._. 3: C) 4p I i `+ v G I I 3 ►-� ' la Mt x r s ae�t�- v I _ I IGf. o 107,2 d _ � ► ( ,. �� Gid r/ �� th I , SUa- 1 6� 00 AO a Pg'S� 0 . ' i1'7fs.2 p s / 1l.?1 .Strep I I >R J 1 0 ( S 4 I I 2 5Z'' I tr = G� .62 8 02 Siren I I o. $ • -- I I -- 99.54 _ �_� -------- �--- _ .- Gf• 1 13 ---- -- t S fi M 0 T4 —�Ot't a p 97.52 I -LATERAL I{A{► ; - _ 266.0° - gi - - 91;.54 I I - I i-I-F � • 8 i _ rt it I 1%5 8 t � f--- - -1 I sx.7e LATERA 1.C 1I ; I I Sr � Z*TA L 1 _ 50, I V 1CAL 1 , I I I I I 1 _ } F I � I -- �---- -- - — -------- - - gW _ - - 3------- o - _ _ - k I I ox t O I �, ► I a , I f N 89° 5 ' W + p 1 1 �•� S. W. KATHERINE a 12 K.,►.c.s. STREET ,� 11 ` 0+ 47.00 4" WYE i "" I 0+50.15 4 WYE t 0*50.00 6 W �� 0+45.00 4 WYE Q gRJCSP I P,� 1`14C.S.P + 1 1 5 S J C.S P f' 71 `� '� 63 62 61 i 52 51 50 49 48 1+14.00 4" WYE 1+38.00 4" WYE if 41 _ WY E t yy w � � W 6 4 " 4 i I 1+61.00 4 WYE �' I PLAN ° � ► - - , SCALE' I = 50 ui 7 "j7� ,, �` �; \ 6 0 =s ) I+83.00 4 51YE 7 - tr► ` 4 1� Op 2+31.50 4 WYE Z�•2Z-00 4 WYE. I "- 2+24`QA- WYE 2 1 3.0 0 4" W Y E �, 6 5 ' I i --`'" =' J +► 1 I ��• V '2+70.00 4" WYE 1 -----` 59 1 t 54 46 69 `t 3+08.50 4"" WYE j LLiI I I (3, 66 — I _. --- ...,.. .. .. a., 6:5a4 `3, 66 �a► "" T 3+30.00 4°" WYE _ _ z _ �� WYE �x Q 3+33.50 4 WYE „� Ld --- e LERON SANITARY DISTRICT 3+44.00 4 wV1�` w SANITARY SEWER LATERALS A,13 a C `L L ERON HEIGHTS N.O. 3 5 8 It tK 5 5 I w � �3+97.00 4" WYE I II x� t � 4 5 �IND.„ I h. a._motet & ASSOCU►7� 4 PROfd 1 68 - --�- .. "� 1 I _ 4+09,00 4'" WYE � ' � �' I i�' X L E N C L_2� E E A IIS ��� ���'I*E 6 7 4+12.50 4 WYE t _`_ ~- _--�.�_ OD Q t 227 PETERSON BUILDING HILL SBOR0,0REGUN - 4 +32 .00 4" WYE 1 �� 1 57 56SCALE' _ SH_ - -- oarhoftl RS SHOWN JOB No. 205962 ' fr ?, �� �►4• a SHEET 3 of 4 AUGUST, 1964 FfO 9 3 44 t I-Il lf.if'�T' ty:UJI:.F' .. - .. y19 'ih,�y,t: `ir• _........w,-_.w+.v.,......,,,,, 4,..w..�..«... ,,, Xt � c 'x Y�' � ..7: ., t , '�; � :�' ba�Agar r . _ • ._.. .... OMAN .+rwwow• .w. 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' t:IIIIIIIIIIIIInnIInIIn1 �nlllnnlln{IIIIIIIIIIIIIIIIIILIIIIn11111InIIIIntI: IIIIIIIIIIIlIII11IIIIlIIIIIIIIIIIIIfIII11111tI1Ii11111111111111111I ,III1111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlI1111I1111INIlII111IIII111111I1I1111111IIII111111IIlllIIIIIIlIIIIIIIII111i11111IIIIIIIIIIIIIIIlllll I 7 JUM I .1992 c- It I I ' 1 � �I ----T O t 0 0 `P _I ( \`% • _ _ -/ _ _ I f _ ��.J �.�__.o-a.�.� i._ •�` Notch for1..i ttaq 114)f 0 �0 0 o - 0 ", - _4 PLAN OF TOP _ ; r Cover and Frame to be machined to a true bearing all around. _�.—I--_ .•— Mortar PLAN OF TOP Joints to be grouted inside and outside. P L A N Inside to be smooth I D a � �. All Dints of I-• 2' - 0 4'1 D _ -o" -_Z I precast manholes r~ to be watertight l II D r. 2� 1, S ECTION Cost in piace base with formed charnels M f� N �� OLE FRA M E & COV ER PRECAST M A N H 0 L E r - 1/8 bend _ .o,� I •-- -ori i/ ,�r.�ri��-_� P } ? II ,? t :co 8 bend y l 8ackfr11 95% f ' See Specificohons for t Backfill 9�/ Compaction ° �' Tamp all backfill to here; +'� maximum u!lowable S E CTI 0 N A — A (onc or a c tee 7 '1 Compaction ' �' 95% Compaction. trench w!dth Class 4 Concrete or "I �'b t Class 4 Concrete or crushed rock support, �, r. t crushed rock support 1 r' � _ _ _.y k `"� ' , DEEP TRENCH SHALLOW TRENCH ' ,, I Shape bo of trench by ti , �,* i 4. ' r. A I +' A hand Hand dig bell holes � 1 �� r ; WYE or TEE CONNECTION DETAILS 90 M� ' , 2'-0" Sly ---A Atlas rdry monument case rind cover Pavement �" Pattern �V°2H90.Omlt lettEring on cover STANDARD B E D D i N 0 TRENCH Ruugh Joint C1o5 f 6 Cork 6 Cfnc or A.0 Pipe ► r - " LERON SANITARY DISTRICT , Undlrstubed Ground SANITARY SEWER MISCEL. DETi%'ILS ' --- ' Clean-out bid includes all material ''% � C HEIGHTS No.1 - - and labor beyond and above here) 1'' _iC R QN 3 Wye tL, have c; branch Manholes And Miscellaneous Details „ �-"—��L—"-• r P;uy-seal watertight 4'- I D. y; __ 0 o e �1. tl. Iriohi ASSOCIATES PRp�F PLAN O F BOTTOM �; .. �. ...�_ ..__.__._. ` 1• " �'.. 'T F :' . I f CIVIL ENGINEERS v �r223�� i 7. U x 2-6x 6 Conc flab% DROP A N H V l__ E PETERSON BUILDING HILLSBORO OREGON ORE M, I_E R'ON HE T GH-rS NO SEWER, —_ --- . - — C L E A N — 0 T , ,'�''P 7. ��' 6 OE' 7 SCALE AS SHOWN SY' C.D.H. � 4 -- ...+.�.- JOB No. 205 962 JULY, 1968 4 • ,,, _. T .ai:. +1µ�►.. on-.,: 7rn-.aMtrw 'IlA""" -.w+•....._ ,y.,�w..... . _ ' r y�r (, _. 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