Loading...
PENMAR TERRACE SUBDIVISION r . / --- --- '0^ N3D21314 3N3M17 �---.._ �-------- --.. ---.-_--s- --- --- .. 'v '• n Ni 03iNitlr aNr 3avw—r•n713n A00tla43or �ytl .,;001 0wVONVLS '3 11 a •n d '0 31130fid-NVId l 31V1d - FILE SCA E _ _-• -- - - ___ __ ...____ —_ - __ :�- - —_ _�_�. —�_ .__-~- --- — -_ -_ - _ -- - --= - --- ERT CAL- TOP - - 5 8. - - -- - -- --- --- - — - - - -- — m _ W 7t- — _ o -$ N m C � Uf � O �.•' D D 355 - - - --- -- -- — --- - - - — - o - ---- ---- - m o m _ _ _ — _— N _ lop- A - - _ J 4 — - - ---_ - _ -- --- -- _- _ 241. =fin -- _ - tOi ---- --- --- - -- --- -- _ _ _. _ - - -- - -- 4t.� — _ 40 to cy _ — ---- - - - - - - — �. - -- - - - -- - N 0 CO M W > o Q 10 ' CD + 7'DEEP 9 t fn C M 10' WEST of P/L r 3.61 D E E P � � a, = F� _ I S. w �- 5 WEST of L 3.8' DEEP 5 ti 14 13 N 5 I -15s 8 'WEST of P 13L-0 �- � • (f) •0 280 7 o m r ± -}- 1 m D 5.85 DEEP N. ?5 0 0 z —� 161 EAST of H �0'1N - 2+23 M.H. 5 11 1 3 O \ 31DEEP(STR. STA. 2+25 ) o = 2 1 7'- R S=0.0560 -r P ' '^ O�'OO - - - d NORTH 4f PiL EZS= o .T l i 12 0 D x 6 e n . = n 0 Q m m < T 001 I 11 i 6 is Lj �J OI I _ 60 DEEP F- Q "Lo ( 51NORTH of FyL 1 2 3 . �a �� < L I 4 i W I'- U I 1 -op I 6.75DNORTH of P/L �Q ZJ Z xI i -Y c Z X00 I + 15 14 I N N w , ( ! _ 3 n.. N P., • M°% L56��8_RJCSP i 5 �� .. . ----- --- - - - - - - -- -- IP L A N � ' o, �°` JPS 1 1y oI-C) xQ�`�'�P� = SCALE 1"2 50' 0 � 1-4 8.`151 DEEP � � X ' J 32.251 NORTH of MH, AS 8 U I LT. ♦ W N 89046 N � � S W. � NEZ ST. PENMAR TERRA+CEA • SANITARY SEWER PLANS H. A. MOHR & ASSOCIATES S. W. INEZ LATERAL S.W. PENMAR LATERAL CIVIL ENGINEERS PETERSON BUILDING HILLSBORO, OREGON 0 + 00 ( EXISTING M. N.) ( S •W. 92 AVE. -- VIEW TERRA►CE�� � - — - SCALE AS SHOWN BY SHB, HAG 0 . 9 JOB NO. 04026.7 SEPT. 1967 REDRAWN BY R.L.T APRF•. 1972 F'ENMAR TERRACE' MUM 01- ! / i 1r tj1 ifi 1+11 It1 1t1 11 'Ijl I� II til ��� r( III X11 lilt �1111 ��t Ij� I!t 1! 11 11 ill r1J t i�tir(It rpt 111 il� 111 it1 il� X11 ili T!t rli il� X11 111 1!i iltlilil 1 fi 1 1 1 1 1 I I ) 1 1 1 1 1 11 V I I I NOTF: IF THIS MICROFILMED -- I 2 3 4 5 6 7 8 9 - 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICii--IT IS DUE TO w QUALITY OF THE ORIGINAL . DRAWING. OE 62 92 L2 92 92 tit EZ 22 It 02 61 91 LI 9``1 SI bl it z I I 01I--1 6 9 L 9 S11----JJ��:----f``� E11''---- 2 1II•'".'••''" - ' � y,.�. �- �fl11111111111IuIII1111�1uI1U11111111111lj�1.IIIIUIIIIINI1111111111u111uu11h1111MUIt1111111111NIII1tLI1111�IH1111�1�11111iut1111►1111111IIIIIIIt�IlIlII111�i1111tfftltlilltitf�lulllfil�ittiIIIIIII�IIIIII1111111111111�11111111111111�111111111�111Illlllll11.1�1111111lINWlttll _ + JULY 1 19 92 yam{ - -. _:..._...m __. _. .. ,F,__ _. ._ w... - n _mow.. _ n,e„ m„ �y n•.. Qj' pPff, . ,�yii yrr, ,pr.'"�T, Y .. _ ,,..n, f .....c.r+rwr++....r.a....ww....n.a...,.,.,..+...w.•.,O...r..r•..+..ww+nv ,.,.r.:....,..ww.•...•w, .,.....r..r -___ __ wr,rr ' w`o' ...yr. yi,r+•y, ,°+ w.+w.+wwwwr.•.n.r n ••'M• ..•..YrM1•.42 u.._aw.°w'W+.4MF..+.••Mr.'.M,W.Ms•...w.+WDM.•.r.A.r•xwwwr..,.r.MM.Y •Olw'x'v.:,V•wn:W.n+_wow:w.,wuNM..._.v.:...wV.urM•wM•..••M.'"•ren•.b...+wy....u•IG,sou:s.wNi....y.wWW.W.i'rs:'.•:•ry'.w++wMer'• .•.w+..-...u4.N.:..w..p.a.wv.+•wnn«..•m, B I 2"x 2"Y.1/4" Angle Iron . i Standard Grate 16"x,52" 3/8 x 2" Iran ®ars, 2" I)C --- - ''� <. . _. E Manhole Not„h Lid for _ .. __.. Lifting Hook 1 i 1 i , - t: Pipe _ _ I I I I I t i 1 _. _ ___ �, v t-- - t. I. 1.1 I -._. - _ - - r E I i t I'� E i H 1 � Top of Cone PLAN OF TOP Cover and Frame to be machined to a true PLAN OF TOP bearing all around . I - j:i U L lb c a m p re 5 s i;e PLAN. strength concrete Motor '�'• d`%'4� tl` o. t;,o Joints to be grouted � 000 0,; n •0Qo}0�.i oneoo' .o ,e i ,,'.. o.•:. _30 ._ ago . o., p.p •oc�:e.b Inside and outside O O o o.QOa 0'. , O. - - ---..._. .-_ 2 _3 Dia.,_.... .• oO;o �_ , n Lc cP o ��� Inside to be smooth. -- - ---•--�{ '. O:�•,ars.• U�o.O.• ..�. Qo oUGO�., - y$'.,o. n 400 oar o.,c �i•, ,.p.Oro. p:. 4 Conc. Tile weep Broin ee oa:,� °o �� pbi r i't� 18 cri' (Inv. at 5ubg►ade Elev • 0°C); °.o °C a: a� _.. ._ 2�-3/4" Dia, - - -- • _ o c e m o°° -- _— a --� aw '0 All joints of precast __ - -a �•.�•; �_ n.•, manholes to be 11 Oq', watertight ._.._ _ 0. 'c f °.. 0 ho ho i Q•o'O ala �- :d�,� o.`� e e •,e;oOGo °.V O.Q.a eO,O.o 'i.0•°"J. ..!'1'G n.o : •OQ P��o�O• :Cj° •' ` •.'(�.°'Q, v o ,0 eo ,e o .00• 4 C,°• �`. 'O. -T- Ja 1.....-'�_ _-._......_ � ' n � •���'�� 0.•°.C,�_JU$•BoG.`�•p'�O• 0 AQ� (..� oQ°boP � ��0e.o°����i'}•.°• o �'•o, � .,'� � 1�1 1'F"'_._._"' _.._._ I -1 i Dia. —__.._.__...___..._.._� `,� I ..�J•. Cl. °t7 oor^1'G`.O' 'L� O�LI:o f� DrJ o •'_ .o•'.0•• M' Q• '-o$`�.�o Q ! ! I -- ' n _- ap• .o..o.•b, o C'o C�•o' O e' 0.� 0 ° °Oy •O. S7°n•0 C pt'j oOo.oV /"t°• o� ._. Ia. ._.—....._._..-. o,.e p 8.0•.o•,• O'.p o.�.0 �.•.q;P'... 'a oTo..•.J $o_ ,o.• e. �_ .� .•. .•;,q. .�.J �O.o.'.o, .,;5'?'• '.O•°d.Y.' O O o O• ' o O ooC o .•o. � I 2 12 D __.. 2, 7"Dia. SECTION C-C SECTION B—B SECTION E—E STANDARD CATCH BASIN ' - -_-_ ' MANHOLE FRAME. & COVER �_ _ _ _ I- _ I I SCA LE I"= I ------- Cost in place base with formed 999 channel / _ SECTION D—D a►I - PRECAST MANHOLE i m 8' 0" v - o 7-6" Driveway approacht •pe•ty ' LinM Line Driveway II LinTop of Curt r� Orwewayi Approach -..0 . /� `r.%\\\`C/ \'•V/' �7J�'� ,-To p of pvementa e . , t O ° _,,-Top of Curb. �' ^ .° •� 0• 0 � ` ' 4\`6" Dri✓eway Approach M 3�-0Warped 10" Driveway Approach � SECTION A--A Letdown - , e DRIVEWAY APPROACH CURB LETDOWN ';Cai_E I/: , Tr-U" si 4 ! f tV �6 i rn_6 Exposure 4 / f _ rIJ 3 SIDEWALK I „ I1r' SL. 1/4 ft a P�.NMAR TERRACE Y`' _�•:,�s?_• '+ ss y. Slope 2 A.C. Pavrament 1 1095 C MIS - S' SIDEWALK 11 Excavation Limit �l C e2ma%0'yO O.�` /�,''.Sr,Oe"" :'•JS�•I�,Tno! o raeV_�';�' o'Q?fs'�+��� �O!.J?v�\�,:'�Io.�. ,`7�Y°y/c•f�� `rn�l o�^� i' I ..-. _ ;. 1 . -.".;, . •.7 `r, , 01C,,e.G ' coo•Q •�cl 'dneQnix �' 00O O0 CoO rO o oO epe•_ p L• I STREET Propert/ L':,e Subgrade a" Rock Base (2"-0" 12( " Leveling Course 3/4"-o" r7 �- - DETAILS AND --APPURTENANCES ( ) � Compacted Depth 30� Right -c -Way 0 PR Cl.� t1. MOhl f,r ,. A5St}:`UIT�:`� � �+IRf.���✓ TYPICAL5TREET SECTION r r PETER^ON 13'JI1 DING Nil.1­980Fit), OREGON � F EN'!r AF TERRACE 2 OF 9 kale AS SHOWN I By C.D.H, _------ •--- ..........__. .._..,_ ____ •.... Job No.040$ i7 ! SEPT. 1967 4 �• r ' �..:tr �,.• irAy. t' .. _ .�: ..•...,.. .._ .+_+.:.:.--++_+r. ......,,. _ . r.. _,..._.._..+w._...r._...._ .r+rrr I .._.... .. IFIL �y''� 4.t. • a , , . .•, rr - _ . ._ __ rIt MOP" 1-11 ``` , rll l III I�tIII1lIII I1�/ji fti�lll II1i1I't� It h �flf I�I�I�II1�Ij �111I1) I�IIIIIIIIIIf�►IIIIIIIIII�II111�111�111I111I111�111I1)Illllll11�111I 111111I111I1111111Ilillltl t r I 1 NOTE: IF THIS MICROFILMED - •a ••rte•- ••••1: 4 5 8 7 Js • 110 I 12 I _ DRAWING IS LESS CLEAR THAN -- � .. THIS NOT IV&I- T IS DIIF TO ,, •° ' QWILITY OF THE ORIGINAL _ .._ RAWING. QE sZ oZ LZ 8Z SZ fZ EZ ZZ la O1Z dt 81 LI •'--9t SI trl CI ZI II 01 _ 0 9 L 9 -'S-- �--tlr..•..1•. IE-•- Z I NT Y,�y- - dU�IlI1111�II1111u1�Ilully1�u11111�,�11�111111NfI11�1111�NNIuultut�Mu�t111�1i11+�IIf1111�Ii1t1�It11It1!IIINII1tt�11f1i11N11�1 IIIIINIIfItiN �I1111IIIII�IIIIIIIIIl1111IuI11�W11i11MVIW1�1111111I) JULY 1 1992 . . ......... w Q 010 _ Mo. c �n mw I ti f d 1Y LI K r ` r i C <3 /0 �' Kva le it s o a /4 e-O a % c' A! lT 3 4 0 i NFILADT f.-MCIZET? PIPE, 00, r Kz).rECT www.rw.w.w�r........tir.rr...,..w.......�.».........w.ua...«....w...�..ww..r:...w.w...,.�...ww..w.M.+....«w.».�.......rw...-�.......w_._+..� p.y.,..•...r...........w...� ,Y....:.m..wY.^_.{ .....}...w..Yawrr...+ww... ww.+....w.w..w....w..ru_rr+._ _... r 1 _w.........._...,.,.. .....�......... (11;;ffn7x R.F..� k'��f�";1�SUH'� LOSS FRnJ �..��'ClS 1.T.1:..�.. .�:('.P a.1�A •.. ....�aiwil +1�_ . ..:,+..:1.L",..._ ..;i; ,L C��n .u�.�.....�.,..... �....... ._ .w.� _ ,._. ....... .. �...�. ..�1 .._ xf .Z.�?A.e.....«...... t. �. .. t ,z _.l7.�.. _ _ .:�.. . . �...�. �_..__...._....�w..__... 3"' 6-15 �..�-..r. .c .... w...e..ei S ..i�., ,.w. .. .......n.� .........M.....J.........r'._...WM..iww........... ....w1I•••...,....r....w.n,ro.u.I,..l�.... w ...www.. ..yw ...eu./{.SJ.ww.4 .._,r.'_....w_.•.. 1►.w.rwwr...MYM. r..w.........�r.�.u..w.�....M..f....r_ r.Y►.+..Mr_.�+..>�ww_.+......+yww.r.«nin/Ww.w.�.M.:.+.......n.M.. ..w.._w.._rw.......w_V w.W.•-..'ll.'•NY..w.^..�W..•.-ta..M Yfw.un Y..w •►+..... � � • .w.! :..�..r.IMYr....0.•Y. NSF■■■■li/..w. ..�,w.r.�w�......r...n IG Y Nx'�+f t'.i'ulL' t) �:U IQr:�?F'?1'�t; .C'II'L' ,'0. �........_....... _.......__.. ., ...x......r.aYM.M1..W.MF..r.:..I.F.r.:.J.Y.MM�J......�..lSlw.. ♦aMFMIr�►....- ...i.r+w..►w.`..wWIrY.Y..YM..Y.wMM�u..�.+yl. H. A. MOHR & ASSOCIATES PHONE 64e-1232 CIVIL ENGINEERS / J PETERBON BUILDING H. A. MOHR HILL960R0, OREGON 97123 TTT--- CIVIL ENGINEER L i 22 S ,ptember 1967 Nor. Keith Thompson City Hall, 1.2420 S . V. Main Street Tigard , Oregon 97223 Dear Mr. Thompson: Forwarded herewith are six sets of the Plans and Specifications for the construction of sanitary sewers in the proposed subdivision, PFNMAR TERRACE,, in the City of Tigard , for your examination and approval. This subdivision is being developed by Mr . George T,. Penrose and Mr. A. F. DuMars , Penrose Realty, 1.21J36 S. It,'. Main Street , Tigard , with the plat now being nroces,sed for recording. It is our understanding that your office will forward two seth of these Plans and Specifications to the State Sanitary Authority for their approval. . Sincerely youra , H . A . MOHR ASSuCIATES By Herbert A . Mohr F'M :m,j encl. 231 e, H. A. MOHR 6 ASSOCIATES ONE�, u� 649-1 CIVIL ENGINCERB • FE�EPppN pl11LDINP (r� . '"'�'I " HILLSBORO. OREGON 97123 CIVIL, L! tUllzzoq II 13 September 1967 • I erri?e Peerc i e I'enrc 6e Realty Ti&ax d, Oregon c OINEER'S Conetruction of Streets and Storm Seweerc in PENMAR TP;RRACE, Tigard, Ore or I Item Approx. _ No. _ ,wBid Item ---Quantity 1. 'Street Exonvati.on , ?67R r,.y. P-. Sewpr Excavation, trench, neat ? r-ard.age inc. bmokfilling, cvmpac`.a In and rias-aurfaci.ng where naces,,r-ary 107 coy. � M CurC3 - in 16 1'. 4rushed flock - in place ,,Ind r. 'led - truck measurement ac poi:it o,.' i,�1. ` »x4• aN4r �`r Base Course - �7N-O" 1.058 c.y. Leveling G urr.e O wr 1413nl171eg _ ' :+nto -1, . `1 -_t! li. "tch Saicins, in'it.-,1.1�..: wt's;g'�*atxb 4 each , Coucrete Pipe, culvort '1' r. "'Uent joints ib r)lvo'. . 12, lr ;i f. AnphnItic .Conor r�, T r,t, 5 R ' Modified in pl�ece Ant! -•ollerl 1!80 ton., 813,45+.55 /S L-W'.' ?!Ag .reerrftig- ''ne for desimn of strrets 1.6,38.56 - i n /O h � .mss• ..rs• so• 0 9 -t7• F xn. •� -xe /l wee L �{ Ole O �V• Y /ed ' ;rs• ;Y; 1t• >S' 7S' a � � r� cr ���t iw w/l nr NJ ` C � � 7•.3'0�•r A � / t .y 4 0 0 D 0 . ,•. S{ �' S rev Sv ,�s ��• II'Pre" x r N r 9,3 ' ti Wry 0 � 0 6 /J' It /J S I ' 1 I � I 1 C. i I J_ All i t Arj ��l T„. fit•/� s` 5:�,,, /�✓v �� le.t lac+u t� K rtl 0"Oc) ' A •�tr'j �l,.�G ..r- JJ �'oIle -- bb,NICO IN r 6VINICr, IN 0' i r- EM AOFS K' CB022 2ECIW0 i 10 X 10 HEM AObK' Cl5022 2�1,110H 10 x 10 TkLEr r E22Eu co' 1000.. UTC brl,Ew NEM AOkSK' ,brok 2IVHDVU() wrrN KFnLI:.E1 9 F2'Fb CO' =»X 1W bvbFls ,brae 21.VHGVkSD wrrr KrnEku 9, L22Eb CO _._.__. ....... , , SCALE H RZ. 1'x=501 V RT I"= 5' 265 260260 ` 260 A. 1-1 00 Lc 255 14.0 zo- c n LF 255 0. 0.51 I M ?55 LCI 00, - 14 4-j- "NCO) -0 3 fir, a \ �. ,�.� I 1 - i �. t f% r N I 25� 40%1 ---_.250.' I 2� 2.5 -of q O i vLo 'I� M C - . _ J 2 50. '� I 9r.$ 2 I _ Io d c. 4 a 7.(F M.0 - 05 24 _ 245 J -.�-.1. � I•--, T.1071-4. -�-i-i. .-._r—ss.•.F,.r.- 's- rr.+e-_•n,+N -err. ,. _,�y ut.y„ I _i.�- �. � �i.�.-_{_ _.I_.I t I' � i - - _ �-' - � `_/ - - r : _ ! h - _.J ;. II r l Ll Z -i-r-- - -- ----- — It -co ix ,I I J + a m f E -- ._.1.I_ 1 i. _. - i ILL1 = aa- _ - -- --- - a .4- _ {. -1 a a © j -� a a a r a ' n T� I _ I - o T - j �� N lfl lfl I �n � + r ( +- N N tr) _. _ [V Lo 1. L_. It F + +_ + I � i +. I 4- + r + 1. _ _ I +I _ N I _ _ _ rn o i s � N 0 I 3 4 0 1 2 0 I 2 3 4 5 S.W. I N EZ STREET S.W. 92 nd. AVENUE ( SOUTH ) S.W. 92 nd. AVENUE ( NORTH ) 8& S.W. VIEW TERRACE m 4110 N + r`_ a + 9 M/H W y a J ' IE 24367 �, ;O a - - a 8 o01 OrO30If 243.27 S.W. 4 V � c (D15 14 0+ 37Ce13 r 5 I --`= -; �Q G C� TOP 252.50 + °+° ---.- _. ^� ' -;! A IE 249.50 N ', N ( `5 SI WALKS / . .. . . .. .a �'1+ \ ,� -`,Ot 37 -!R I. :2� L71 37 t 1 CB 1 �`` `� TOP 247.67 - - - - ..,TC 2Si (�f� ,.... I3�=- - - I ha IE 244.87 11 2+ I o 4 l �, CB i 2 I 0+00--'- - ,� _ _ __— _ ._-.._-- --_---+ - -.--- -- - - `'♦ V TOP 247.62 _ . l S.W. 00 I^'E'] '� 00 �� ti ' IE 245:12 PC I t95 Y Y1-y----` 1 of LJ ' r15 0+ 36.85 2+35 „BJ m ti Q TOP 252.00 a. + N IE 250.00 (0- 17)'? 1 N 2 J 9 16 I6 9 11 CL 4, i 15 14 13 00) 25 ...Mow __ �__ _ _ __ _._ h -c� O 5 TIE TO EXISTING D w `PAVEMENT "h 0+ 37 _ + CR -- — N _ � 3 N \ TOP 252.50��'� IE 249.50 �R, ... .. I. DRAIN PINES IN CURB,- 3 ' ORANGEBURh u PsR LOT �> 2. SIDEWALK DRURMIG CONSTRUCTION OF HOME. - _ 0+00 / SW I N EZ ST. GB PENNAAR TERRACE P L A N TOP 252 N STREET DEVELOPMENT PLANS IE 250.00 STALE 1"= 50, .� ..... plop I �� b. a. mob Asso=ns --' ''OP 346. m' , CIVTt 2 . � •�, ' ;,+^w'a'' I I E 239.13 E h C � )� t I� 8 .,� !• ' PETERSON BUILDING MI!LSBORC, OREGON.. `� � ;'•� NMAR TERRACE SCALE AS SHOWN BY: HAG � � ,. RE � ' !~F ;UH NO 04026r `'EPT 1967 01 II � 1 111 Iilfl I11 III � 11f � 1111111111 ,+ ! I I f I I I I 1 I I I 1 I I I I I I 111 X11 III 111 �I� Iii X11 II X11 SII •I1 �I► 111 SII _ • 1 , ''� I 1, 11 I NDTE: IF THIS MICROFILMED 1 , 2 •� 4 5 8 7 8 9 10 11 DRAWING IS LESS CLEAR THAN M THIS NOTI -IT 1S DUF TO QWtLITY OF THE ORIUINAL RAWING. -- oE ez 92 Lz 9z SZ 1rz Ez zz Iz c 61 BI !1 91 sl 1►I EI al 11 01 • 9 ! 9 s 1 , E z I""'" • ,�u�11111111111111111111uIH�t�1IIIIII�u�iHfl1►MluutuwGtNll�glm�uhNllEU111IUNK11111111u111I�IIn1IlIu11l1lI��In11P IIIIN�IIIIgifRTi1t111M1�1i1{tf111RM1F� i>�uuluullulluu111111)WIII�WYIIIIIIIIYIIi�llu�lU�IIU��H ' � r � 1992 i � rrwlto is n a r' W�NlI'U IN n �'t Ile C►SU?.? 3EC1.10H 10 Y 10 NHM nor'K HI:M AptSn" Cb022 it b1t, w 10 X 10 HEM �,ClfK Dual d�ae nv,en KEf1EE.kC I. ''£k4 CO no A I.."D k KEnLEEr v Eatru co* .rano -* iive , rrrw lwna ,'.1dNDVdSO dttrw PROFI 6.. E j 1 i SCALE HORIZONTA 1"=50 VERTICAI5�1 ?6 465 L 260 l d o TOP 25 .71 � .. { -- __ --- ! 255 i ' ' �2 55 r-- -- ___.._. _ _.._.._. __ _._ .---.- _..-�-. ._ 2 � 1 I { I Op, 253.50 TOP 252.05. I I 1 TOP 252.05 IE 151. 0 ! I TOP 252.E}5 I i 1 / I 250 1 i `� 25 -- _ , -� 1 ( I I i 1 25 .05 TOP 246-96 / TOP 247. ! I TOP 248.04 I I i OP 246.50 f I �L.�� 5` I E. 246.47 245 T 25 ! - 245 I 241.03 IN1 SL-O. ::211 -8 RRJCSP SL = .0040 IE 241.97 OUT IE. 240.9 3 OE1T _ _ „ 121 8 R CSP SL=b 0.)40 4a ':.8 _ 1 - _ Q7�5 IN - I IE 41. 3 IE 4f.03IdV 242.©2 IN { . I - IE 239.E 1 ."8,� P 1 239.85 IN _ lE 240.17 I � 2-10.A T 24t7�3 UtiT $� �►I j { 1 23'3.75 OUT 240 07 UT E I � I W 1 I I ! , 1 � .o i I � I. _1 I ( 1n O 1 O N � I W O ( 1N * N ol N . { d' i i j N J� I � I =I ! _j I W J Q I W� i _j I LLJ _j O N If d p { ( I 1 J O u7 u� , O ' Z Z Z +_ L 2 z _ Z +_ .... --- -- - Z �_.� _. -- ------ I , kJ00 �y vl �"I { i + = r7 i- + i N ap ' •4-d + I + +- + +� 1 4- + ! I a ca _ M • 0 I 2 3 o I 2 � 0 I - - 2 3 4 5 S.W. INEZ LATERAL _. S.Vl' PEN MAR LATERAL. S.W. 'IJ2r�d, AVLNUE ( NOR1. H ) VI S.W. VIEW TERRACE. - LATERAL 10 j 9 1 _S.W ° vv 14 j- i I 3t 8 M/H 6 STR.STA. 3+84.IIZ 159. 02 0 RjCSp 1 - _ ___. ? _.. - - - it `, I�1, _.M�"�--..� __ 75��O�w 2+2 /HAS r 0•+•00 --- __ .__ t687'-8 JCSP SL=0.05610 45'-d" R C P 3 t 32 M/H 03Hp �j° i ,• +GC I I\I t L Oi f* SL=0.0040 ST 1 1 F II a t 4 Q I V! "�j I l a N cr I ' >" Z W s Q r Wd ZN _ C r, afs Z v N 2 +� 8113 w ; ► 1 0� M o 0. ,�2 0.1 15 14 r 13 �' (.0 2-t 11 M/H 1 ° _j I PLAN ` a° SCALE o 4n r S W. I 1' .., P E N M A R TERRACE a W SANITARY SEWER PLANS J a 0: r d I otoo TOP TING 6ANHOLE + d^ I V I I. E Yd1 C I PI * E 2�!) r IE 239 13 PyNMAR 7 ERRACE PETERSON BUILDING HILLSBORO , OREGON OItE Aft 1. SCALE AS SHOWN BY'.SNB,HAG 1108 NO. 040187 SEPT 1967ONO An 4 IW a • -- _. . ._. -� � - • 1'11�`°I1111 �� 1111111 IIIrFjI ►11�'l�lr 1' Il I�yl 111 I �) 111 111 11 111 11 111 111 111 r�l 111 111 111 rll 111 Ill 111 III 111 111 111 III III 11 111 III 111 111 111111 ' _ _ :, I I ( i I � I I I � I � I I I I ( I I i j I I I I I ( I •� ( I i l l l l � 1 NOTE: IF THIS MICROFILMED � �+■'� I 2 4 5 8 7 - e • 10 11 12 _ DRAWING IS LESS CLEAR THAN r THIS NOT IIQSI--TT IS DILE TO . " WAt1TY OF THE ORIGINAL LZ toZ SZ fY" E2 ZZ 12 OZ 61 91 LI 91 -GI if e1 M !1- d! _ 9 L 9 S V~ E Z 1 '' -� ,,/''"�� NIIlunluulunluulnlFll�I1tu1111�,IIr�IM111g11i111�11�Nlnallnt�Nulu�111u►11a�1�M1111111r11!IIIa11lInIn11�INNt111r1 IIIIIW�1 ua11u11n111111111111r)W��U1119Ui1i!llllUlllll�IHN ., . JUL 1 19 921. T'.. { w I t t / I I I I '\ i �may'T,.-• ��; ` R . s '~ w` � ':. � \ E Manhole / , / _ _ L -Notch Lid for '/ -1 1 �' `� Notch in lid for It, -- - - - - ��� Lifting Hook. ' rJ - - - - - \ Lifting Hook I -.. B I1 !I I (.\j E p _ — _ — , - II C p - p --- -- _ I t ~ r I ' t I I I I it /u-�r I�t1 0 V, Q /i' ' I I _.( 1 J 1 E Top of Cone ���\ r �� � /ice/ \\�. I � I ' /iii/ \��'�� I I '.f• , I fi i / \ �_r�,i PLAN OF TOP cover and tram® to - — �j� Cove► and Frame to �;` _ be machined to a true \����- _ ri" /' be machined to a true -- bearing all around �_ � bearing all around. I I -\ i PLAN PLAN OF TOP Join's to be grouted Inside \ and outside In—Ju to re smooth_ —__ - —.___. _.... e • _. 2' .' pia. - ' - H _ 2'- 3" Dia. ►- _- - - _.....2 _I" pia--- _ _ _ - �� I _... I f All joint of precast rnonholer' I `� ___.__V__ 2'_3/4" Dia. to be 'watertight to _� ....�, __- _.w .. _ ..fir _._�_ I ^1~ I f`• R ( - 1 - .r— •—_ _ ^ } n. a. Cia _. _ _ ,.__ I �._-...-_v _ 2'-112" Dia r - - 2'-1/2" Dia. I Fes-- I' I I' Q l a - Cast in place base with 2 J Uia. -� r+ 2 17 01 a. •i - forme.' channels ` - I _SECTION E —E SECTION `D -D PRECAST MANHOLE MANHOLE FRAME & COVER i SCALE 1%,'„ SCALE: I-V2" I' I ° ( WITHOUT PERFORATEI..) LID ) SCALE 1-1;2" _ I' VI I f 4 '1/8 Bend 4 , 0" ��. _J it • ' LID Ca -Cone or H.C. Tee SECTION A— A Backfill 95% Bend r.' Compaction Class 4 Concrete - - `� ----Class 4 Concrete / ^``�/�\\\� or crushed rack ^ .D• +., ,- Undisturbed ` A ~� or crushed rock support. ^ artY1 i , b supNUrt DEEP TRENCH SHALLOW TRENCH ' WYE _ OR TEE CONNECTION DETAILS --- II I ' _ Atlas Foundrymonument ca3e and See Specifications, Tam all bockfill to here, cover. Pattern No 2890 for maximum o t/ J1 95 /o Compaction,--, Finish ,rade - - Umit lettering on cover. i" allowable trench _ . _ Rough Jo1nt-.e► width ---.._ _,_ _JL-- -• . \• I I e or •A.C. pipe I t ;lean-out bld Includes J ,�I. Chas concrete , PEN MAR TERRACE all mnterial and lobar SEWER PLANS � beyond and above Here. � � �K� i — / -'Undisturbed Ground Shape bottom ''`900' ' MANHOLES AND MISCELLANEOUS DETAILS -Wye to have 6 branch I►ench by hand al Hand q - -- — ter tight plug-.e dl bell holes. PRO — NLA F 9 V T T V rr1 — IN "-- -' _ _� �� >R. )Nl 1 >`t w°�� Z)t1 N' 2-0 x2-s x 6 �--- a-s { Concrete Slob's ' S i ANDARD BEDDING TRENCH PETERSON BUILt11NG HILL�BORU, UREGON CLEAN OUT DETAIL cols: AS ;HOWll By CDH , •..., .r DROP MANHOLE � — r ..�.._._ iob No 040267 SEPT. 1967 PENMAP. TERRACE —..... ...... ....,.._......... ,._. ..._,.., : 5 r;c 5 rlow 1-I 1ItII 11111) IID111 1(IIr�1 1I�IIIr 1IIIrII rI1(111 1111111 ,�Ic -•a*�rlrl - 1 1 1 1 III 1 ( tit 1 1� 1'� II I III1111 111 1 1 1 I ( I I (11111111111`y111p1111111111Illllllllttlllll , . 1 111 �1 ► ` 2 3 4 5 6 7 8 ® 10 II 12 NOTE: IF THIS IS MICROFILMED ' " DRAWING IS LESS CLEAR TtiAN THIS NOT ICFs--IT IS DUE TO r,.• , QUALITY OF TIti ('7.1GINAL '-DRAWING. ---.._ _ - ---- - /` OE 6Z BZ LZ 9Z SZ f►Z EZ ZZ 1Z OZ 61 91 LII 91 SI tr1 Cl ZI I I 01 b 9 L 9 S 1. E r,►''''� sell llnlblIll III I luI I I I I t)IIIIt11111 1III111tItlNllllllllphlHltlulmt tI11111IIt11611t1101111111JIn+IIIIN111111"14"IIIA inlnllllllt ;lt` 1M�1t ulllllllnlllllllltNOW1Wt ttN JULY 1 1 9 2 4 .:, , I. l��l'ly iyr'R ,ttn w. •.+. .-.lr,,,...—r. .—.. lylrw.•....o..-._ . � ._.+r._.n11�1,. . :...rp.�e•"fr__ 1 - 4��•:�er,w elc......-..... r.. PRO _, t�,l .. I,n