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Summerfield Phase 3
6\ ,� 3 EC o ON 10, TL25 IV I V/ w- 1,4, MAP 23' 1 IOD WA 5 HI NO TOY CDLJN T.Y Teo 4- OREG01✓ kJ '�1 /NsrALL 2'B j,o. /N a.METER ,..0.,i t,` END ;>.Y/JJEC/ -- I 283 232_ 275 274 e?73 212 271 �r (G‘ _ V IN METerC 130/ 28� 2l c.3-1- 7� - . � �- 711 ----- -, ---- --:1--lvw/ { 8 G.1, , /,'✓S TALL -3' C.1. .r s-r:C--------._ 61.....0 y,,,,/ F. J-!. \ ' 1-_m: l :'N,NECT /---.-: -- - Ex�sr/N�N : ',3 J END PROJECT j2 16' 218 �/Dt2` �' 27? , , -'5r ` P, O/'05(DS" C,12c35 ` /,YS/ALt t3°C.1, r� 210 N5 r.4LLra" r 4" rc4 1 \ a" c,-.v., i P.O. Pa�voscn2% 7g" c.J/ /`� 0 .• / 2 �7 yF.i'\ 2 .6 9�. ___,-----:"----_----* ;: JNSn44.1t g'' C.J., ! , 4'E}t4 G ✓. �t il/� � y �'�, �4( 2 r,i' ° to �"l` �l fir, �• t,i, v iA (� a'J., 0 / /N51A L J. r-A:1--1'---1.< 1 1 1,..CV" ,,,,' - t.L'' 4 , ,0,-- ‘ ,e 4._,_y .# it 4.t.) u -, ,,,: ' ---, ..tfri-- 6--4 ,1 _7 c, - PA a aeNos, rJ } 16,'PROYOSEIJaTH a" c.r. I bt - v Gr? EEW L �v - P�P� h ( ----- ? C / , ,rAP � JST/ G" c,i. — `.__ / j1$TACI, �1 (��' (1 MA r t.i I/ ----- - (.. ,_. ,te (...- sd TIGARD WATER DISTRICT I ro �, 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223 -f TELEPHONE. (503) 6391554 .. - 3 4-/ ..? _ ., ,. fC,/ / /e- �. -,, ,,, _ , ___ If - _ Tp_ WATER PROJECT 4 - .,. 4fi5 r/.va /z c J - W. ( __ _________ _ J -.. S .� F l U ..e)----{ __ U h11N F_rZ I D F�1 4/ pti1VIINA1 stf t___N flit;ri_ 1_,) TM �� -ICI- T /''; a or Y1�r a — ; f CVT-IN /2",i 3" TEE __ _ �� IN EXIST/,'VS /d c,l, r- __ 7.,_ __ __ a___ Robert E. Santee, P.E. Administrator k ( �Xr s rinr 12" c.I, ScaIel_ / =.5v /2 MAY 1 975 ; / ---------(\. _ __ }r,sF ' CI-,/ , _ . S. W. OLD 08C11A%RD PLACE in,,,, ' //3' � F C) f.xisri,vG /a" C./ /J, f ,- G '., N ! .S. W .UMfIERFlELD DR/ VC /2" G.V., /a"X 6' cKoss '` ,'✓ -,_"_."�--. w/ " G.V. (sour/af / _�_ « ,.,.. - } _�. _.__ 17 __ __ -. _..�._ _ _ C CONNEC r rO 6.Y,s r/ ✓G r3Er/11( P80a4cT 2; -1----..„ — / ") G"C,Y> LV/4'1C/. r ur- ,N le" x a" TEE i. r /NS>ALL F.N. ,/,,, SOL/D :aLLEVL �L,1?�I lEt5T/NG /a" C.J. /•WSrALL %3tND5 I As Requ,RrD 2.3 / 5 E r 1"l ON i O 125 R 1 IN NM. 3.5 MAP 23 1 IoD 251 -\\.\ NN' '\N,s 1 23v N WA. HIN(37ON COUNTV N. I / OIEGOY `.. I / P/ OPOSED 231 G" C.l. f \\ e .\ 9 TN TEE '7'.1, \ PRO PO5 ED PIPE L,NG /.5: 255 238 T'RUJ EC-T I : '150' -- " C.I. , 2 r. H. 's , .,2 LOTS .( '\_} PROJECT 2: /O 30' -- a C.1. , I F. i`i. , 2g LOTS „K/// I ;3 5' - C.I. 254 G 269 Construction Notess y 'N. 253 G. 2/10 1. Notify Tigard Water District prior to commencing construction. j Xie,„,<\\\\.\\ 2. All work shall be in accordance with A.W.W.A. standards. 252241 All work shall be inspected and approved by TWD. Ps. Fire hydrant assembly consists of MJ x Flg tee, BUG 6" Flg x F1g gate valve, 6" ,gl x Flg spool, and EPacific estates fire hydrant, " MVO, 3-port 1251E -'� (2-2}" NS? hose connections, 1Y4 " pumper), 6" =PROPOSED24?c.i. Flg connections, 11" Pent Opr Nut, open left, . f , colors red, traffic model. I \ �'°� �`" 3. Poured concrete thrgstblocke at least 4 square \_ /� ca at all tea, eross and I � �50 � �. / feet of bearing �arfa r N\ -\ bend locations. $ I,1 \ 6. 36" of /10' minus ravel cover for all mains in INS TALL F.;�� f 4o� x '" streets' and drivewii s# ''•otherwise 36" earth r j �r 243 cover. _ _ , - .-Fn._ ._ ..n__ .. �__ ...___ } 7. All sewer lines Ill' laterally .or 3' vertically 248 24 ` of water' mains„ shall be encased'lO' from cross- $. ; ainitishallncre#e 4r� thick.- - i `� - _ be tested, at"�130 psi for 1 hour. I �r / ,7 iNsrAL4 6„ - 9 O. ,H. bacteriological tests required. /� c� �� ��, r, ;LLB v x* `y 10, .. All other utilitiee:�:will be underground, in�- /' �< 0 _4 4, �1N eluding eleo,trie`and telephone. Ni r 1:� f' '- 2�� f f ,��.a ;, 1 . 1 Tigard Watr District shall install all copper �/ ' <_ > `ere services prior to blacktopping of streets. L!'� , �nKo,Ecr V 3 �\�/ Meters will be installed by the district per t ,if eOcAr,o.v 3 <r P,vof�vs 6 c.�. ;a individual request for same. Yr s. w Dvx,+a RD. J�' t2 >` 12. Upon completion of installation, contractor /f I ._._ rtir-eiR-E 2 45 �X''� shall advise Tigard- Water District of total /,� �) Iri sexrJCE \\ �1 construction costs to which will be added 10% al ,re for district inspections, water loss, overhead, M o ' I - - ." �3.v. \ '9 '`' F administration, water sampling, etc., and 8% %� for en ineerin includingermi is "as-built" lNsr,4t[ " .o. 1 engineering, p :it 3 Ch = END pxoJic r / 2 4 drawings, intersection maps, etc. tij FlrY.7E E.Y7E.Y•s�D,Y ro ?U•Q/1AM KJAO (0 247 - te VI CINI •rY MAP -,c �� � ��� sc,a[E : J" .. /coot dal c.` r,iN,c� � j 4ro4 09�`'_'g` '9 �,�<v TIGARD WATER DISTRICT i , i9rt,. s { a 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223 , ,,,,, -, 4f,-04 TELEPHONE: (503) 639-1554 WATER PROJECT UMMLFFI F1_ D 3. W. DUR11AM ROAD PAGE I OF 2 PAGES ___. __ __ ___._.___----___.._-, Robert E. Santee, P.E. Administrator FT \'�j .5. W. IOr3 rH AVENUE _ ►- Eri.sr,va /z" pd. /iF_` scale: 1 U 12 MAY / . u Fin" 1 • 3 PHASE i, ._ _ s_ .... . ., ...„ ., / , S a ,/'`i�! 1<E/ 1 ;�x A'RO J C? L D C AT/0 AY /"JQ,�' 12, 86'7 - 7Y� r�c r/c. I !_or y S,E. .'4 SEC 7/0/2/ /0. ,.5.4 ..SJ�,.E. 4SEC /:' T 25 ✓?-/u.'�c,/.M. I20 x 2a�c� ;oo ►4oa T/LfA.¢.cJ ORE, /--1 D C7 f.7 Y 1 6 14.1 rl[_ ' 55t5SORf MN,f r%� AGO 2 5 / /0 -V e $� 2 5 / //-C 70- 3oL _ ter s r.. 2 $ / //-a s 71 �a� o $ 'or ____ OWNER — DEVELOPER T7 5,W KR82E Sr TUALATIN DEVELOPMENT CO. A CO-VENTURE } �� ' '•�� I -or FRANKLIN SERVICE CORP 901 Lr,7` 10 �/L 4 T/,L Tit 77G 3 T/� - r/0, t.. V QU/ JOG /Ty r44.0,7S /000 . Tit _ - • _ -i0 Alen- 169 /70 177 178 /8S 186 4 /93 /94' /99 coo 006 z47 -�=' r/G LoT 4 /68 ' 171 176 /79 /89 187 /92 /9S /98 ! Za/ 2oS- 268 - — \.) - 7-- 1 2_ /67 /72, i7S /80 /83 /88 /9/ /96 /97 2aZ ZoY zo9 /80 o T!L 279/22/ /66 173 /79 /8/ /9Z /89 /90 203 Z/O •''1-- ''''1 '--' ► moo ,� ; op ip 7.-:--0 o 12min , • ENG I NEER - SURVEYOR t , . A pi o ( :! Q ^' ^� laillEll ti HARR IS - Mc MONAGLE ASSC. oz ° `�° ISI ►� �'°''' �b J 8905 S . W. COMMERCIAL ST. �. - ► v+/,//044-1 OR'cY�eC fr.14r / tiuM/"�ERL,F�t� T I GA R D, OREGON TEL. 639- 3453 / Lori/y/ - ,.S/ Via vi i . �J j- /3 0 Z 1 - - - ,Sv�4ME+E<,E.[p 1r,z T 6 - - I. - I r '• y L aTs /s2-z33 1+2 T// /6 o o 'Y I 0 tJ" E� � C.� (J S _ CA 7/L . L or •/ /, N,, --\ V , , " 111111, -\\ . Vilio. . . , • '- u .per : • • . _ ,, i % , 115.44)114%,1111 -0 S.V HIGHLAND CT SHT I OF 2 • J ^�'Q!‘. ill_ ,, -, ; " � ,' � 11/ llaill 1111 � s` , TiL r/c ;/� r�� Isar PLAN 8 PROFILE /so© - `. � �', zoo° 1#00`�iikAPVt _ :-- �, 2: ; v _ sy �/r�a �zao �3�0 ,� o:� za S.W. ! 09 fh 'REALIGNMENT SHT. 2 OF 2 ..."--- ' 111114, 4/S 00 �,viiti ,0 tc-Sir*- gi L o T Zz PLAN 81 PROFILE Lv7T /GNB . �p 8z r: �• 14: "s ,_., C - 2 . I LINE SHE' I OF 2 pp, �' �-. �, - 4 `; SANITARY SEWER ryz- itik i90� GDT�S' T/� � ' �� °- ' '� �sE c) nr Ot Q0 NH C-2 to 9t70.42 NH C-2.5 $ 14(« r�o �� - if 6�u�5 P 4,�9 '\ Th- PLAN PIROFI LE F r Z. 44141 qa ,� C 2 . I LINE SHT. 2 OF 2 r9aZji: q 41,4 � 9t70.42 MgC-2. 5 to 16t15.98 1 I 1 LoT /7 4 0 oil+ R§ 117 col PLAN PR©FILE ,_,- / l'I zWa 4111, C Elf TC,�/� 5� 'r �U 11111 z•io./ 0, 4$--- - 10• I / 3 r 3a Y LT` 4 `� y/ �r6Ell ©'gf_ 6,3 0 14z i . 1T/� T/L > 7lL 3 1/ RIMINI!' 116Illi62 6q 6 /`1 2Ya© �f 11�/GOJz /9 0/ 3 �= N9 co iiiiii 60 ' ,� Arn 36 tiligiM ?0 7/ ra _ SUMMERFI ELD PHASE 3 1 1t 25 ' 25' 4' 14/ -- /E+ ' 9' 4'G 4! ;.. ---••--.•�,.5'«.--.. 3"A.C. CLASS "C" —4P„ g`` \1 2`' Flf?..57 OVCTeL AY' I` �{ 1=r 1" A F T1i' 7 Y I=A R N r . ,'i=tH AT lfill. h ' .,_-L.b - - ,' ., o \\3+`. a \\:1+ t7 IPp"3, c- _ ~` ' r+tf ;fl�l �-;,i +rwi.=a -,e rt �` •" a��` b�-�•. LocAr,� 14 it w ,°ff= 7 ,f� ! _ t yet � , . - - - • /'/ 3/,"c-.) rjt-/Lr C) a� 'i\\ f" Tf 'cY.i6/1 r .. -''''''''' '''''''... .(e),,r,.4 't , 9/10--- 10 4.1 10/� .�. S R SSG T!D i . VICINITY MAP - scc ; 1",-I 000' . x ‘..._____ IN1/4._______--;:______________ _ — .i,. . . , ,, . ,_. , ,4,. . 2 Czo` 20 ' — - T --- e � rf�/ 1_1XL� GOT -3 __ -� - _ �, r WTZ / 4?r . _ ,�M :: No: ..._... .N..._-. . ,. lipk, i.‘ . , . . '- n. 1 O.O' ' 53' - ? S3' - -- 1* isitiosix 53, _..........r_,t..'i - 7-I— -- 1:. ' ' ': ' - - '.-. . :' - r �. . ' lq `.� �--� _ , ,_... ram:., `�- ;, -7 n - , Is:_ . .. . ---'• -44,. • ,....,„.s..._, i . (L — ••- '7".. 4W!‹.4L- - ,y- , 312.4 ' 0' �,'; j w C Cj ter'- �, -- .....„..__ _.., _._ , ‘ 14‘s\--._ S' , , e4 \ —_____ *. ----..-..er.) .1._.\%:-.. -.— • I \ G E,4' , \ '9°2\ . i d \-A\ 1 ' . -.7,_ '41 .: �-te i fig `�, --j /, • i `\ tat . --__ i ., 4 ,l , , \ r7� gg' "....„...- ...,, g1/4 :, ,r9 Z4,1 ,'''''' PRQPOSEI; --- -__� _ �, -,,PLAT BOON DAIRY \ i i IT) 2 \ , 2' .,, 4,,ott rel, / ', 4,- \ --_, +� s. c! 1 fat �,, t ,. \ :? \ „At: I tv,,,, li. . , \ \ 2.6:e ic, ,,... i., ___.1....._____ , ,. . „6.) 4 , —,.,.______ , . \ , • (-. , / \ / e, i A\._ it f i I Ai 1 - N\ \ , \ ,. \ N, _ 1' L }I 1 a40! `1 ; y t . /�' w ' 4 i. - \ , 60 GREW l • ,.,1-, 'f :. ;•,. + .•°t 7,„ 1 -____ .2. .:.: , L \ ' \ '-‘-- 4 i / 'AIL .5C1 ' . I A 1 ' , i \\\(..'''''''' ''----. � —__ ,.—.4 rz -fir.j g ./6 , r % ,7,, , , ....7' . - . _ , ' , . '. ----- --- 4. — _ ____ r q DR I V E _ -��r ! �* `-� 1�_ Z7.PSr .��}�5.�`� ►`91.J� �`�} � 4 �43tQ�t, sl 2,000 -- -- __,H PROPOSE.I KAT 4 1' ,` 19 ,1 .E4UNI N,RY , --- ,� _' ' ) --� 36(0.Sd f ,,��yy y N / S �y 257 '` /; s),),,j, ue' c•'`to - a % sSc" Z _ . _. . TRACT +-1 t - N "�. • GOLF COURSE - 2Gs� ly �;� r COMMON FACILITY - r` MrON ILI ' PROPOSED '' ,.. . N k„ ^bk . \ + 9— rEr pL�7 BOUNDARY „„/„....."'"''''' , t/'�j r'.a ' „ o, i 3 T -:7r ! // _ o r Of 0 // ,{, � 4 '.':.:.' ".."... ...: ..-. ,. . '-' ' y "Y�d 4. r - V'41- / / I. ..- SI li i \\ 4., q.' 1 r / i f 1 \ 7"GJ _ / _ ,- N OTES: s'- 1 I. TNeEMC'AL LOT/ SIZE WILL I� 4000 SQ. FT UND PRESENT PR.Z0NING ` . ` --.. -2<r-.. 2. STORM tRAINAGE PAtILI TIES *ILL DISCI ARGE INTO NATAL :•� �- ,� — `� L -( cr:---.-'-- •i�RA 1 N AGE COURSE WHICH FLOWS TI.9RU TIE PRR\OPOSED SOB IV IS:ON. / \, f' 2 42 - - . ,-,- SIDE FRD►�T REAR LOT LINES NES WILL !-IA`,1E A z.Sa EASE MEN": ` ' ' '\ C�� ' r.4' - ' 1�RA NAGL AND UTILITIES. __'� \ \' • y � r ' t:i �� i �: \ �` � wry / 4. THE PR ECT• SITE I S NOT BEING UTILIZED AT E PRESENT ( % TIME • �``, " ` ;' S. AN T . NY SE' "L-�. W YI_ BE COLLECTaD_ 71-iR0 THE SYSTiM - -r'. _,� G ^4 • v_ —_ ~ Y a ,f J = rr . ...; =� �9 /� - - DeVE:�PVENT AND wiLL BE TRIEATEf.) BY THE IiNG CITY d �' % ''�f 0 .i j( `TJALATI Iy'.D v. Co), SI�1dvAGE TREATIv'aEHT PLANT UPON \ �,ti ?' c- - /� M� �' �'� 7 .7-"---- © / , APPROV'A_ 'OF THE DEPARTMENT OF ENV I ROMENTAL QUALITY,, 1 ' 981 ;` / �a U• S. .A , AND THE CITY OP T 1GAr'v, _ Z /._� 1� p �' t . DO.IYIESTIC WATER WILL BE SUPPLIED BY THE T►GARD WATER ---___ I ` , �, fDI S TR ICJ'. 'N t / 7 STREET IMPROVEMEN'CS SHA�L ICE T CITS Of= T1GARD �� (I El, ! '`' �i' s's- r' rIg /7/ETANDAF{J.S. qe• ff,. / �- 8• SIDEWALKS SHALL BE CONSTF?UCTgD AS S IQWN ON ;45 � ,�THE' TYPICAL SZCTION• 1 ¢I cx �` '/ ASet. THE I IGMT OP vv°AY AND PA'�rI tiG WIDTHS SHALL BE CONSTRUCTED is! rE m �aas / ; D y ; AS sl�oWM olv N TYPICAL SECTI© ,. ,, --- _ 1/ / • r? � y- ' , PROPOSED PLAT FIR /O. T.I; V©LF COURSE SHALL BE SHOWN AS TRACT ON THE ,�y Q S� ,� �-`' 'f • I~I N.A•- PLAr'. - ' Dk _ 1' - '' = �,t S U M M E R F I E L D IV 0. 6 I/. ,A. NOME OWHF"S ASSOCIATION HAS BEEN FORMED FOR TI-4E r _ �._ " -C, ,' r/ ;/ �f �0 aEI�lir.E RD. c_ ' y / CE1/>r DPM 'rv'4 . A Df�A>'T olv THE C()V1 NANTS AND To aPARTmEI+r �, `, --�, // 1 ( /./ LOCATED IN PORTIONS OF 1 E1 1-F,GT IONS 1-I.�4�:• BEEN 514, 8111'n'rTED TO THE (—ITN" , SITE Z.� �� -- � l • / j r J• ,�ND •AP o v ,o �A, f'� / - LOTS I, 2, 3, 13, 8� 14 OF /2. A DRAP NAG 5TUD' �R THE PROJECT HAS SEEN COMPLETED �, = r,' i; f �— ./.., ',' W 1 L LOW BROOK— FAR M FOR TH AREA 5ETWCI±N S.W. PACIFIC. I-IWY. AND s • 'sv- 1 / � ,� ` ��• � 77, oJ' f // SE 1/4 SEC. IC), 1'-2S, R—IW, 11�V. 111�p / J fo° jam PRO.3ECT k)uNDARIES * FACILITIES SHALL BE CONSTRUCTED p / /'� / f� • ,; / CITY O T 1 CARD—WASHINGTON COUNTY -,u ACCOMQDATE THESE FLOWS. >c N ,- / ' / / M -f / /' / • DATE: 8/6/ 74 SCALE. I a 50 / A S6� IGE ROAD WILL B& CON S�'RU GT lED AS SHOWN FO ' / ./ CN' ." E1V�ERC,IENC�f ACCESS TIJ THE APARTMENT COMPLEX f ' � j l '' i / 30-ZS REV / 1 ,/fir ,f / ', ( 4 ORE VI ©USLY APP IRO vEiS To THE WEST• r f ,E �' �' / ;j4- THE RELOGAT"ION OF 5•W. I09'M' AV AND S.W. HIGHLAND \_� / �/ } l f r f, v Vti N F M R F'E!__:D !\r N D �\ , ./ '" ,/ 1' -� i DRr € I S SH N NORTH T H O� SI.} M1= CR G A r / . IS T BE CONS1 DER GO AS PART DF TI-II S PRELUMl NAr' ' •' I < .. , I �rj�X �f ,'' i' 'L ? ALA f / L�,yv , �.,. �tt rS. 11-1G LAYouT ApJ�ACEN T© S•W, 10q 'k AVE , a S-� Hi GI-ILAND-- i \ , ___/ . - j�� r �.L�•.k�� ��y' f r/ /'- i� /j__ . F• � .-� Y �. CF N IS SHOWN FoR I NE017MATI ON P,RP S AND IS NOT 1 rV - '" t -w-- '�' ' r {� -__—__ _ P. • A PART OF IRIS PRE LI Nt1 NARY PLAT APPROVAL, _ -- ----- ,✓ _ -w ,__ `� �. 4- p-'T 5 . S:w. k. 1 D U 4 - �Intl,w:,I s'©e a � I.� Ib. 5 w, t-}I�I� LAND DRIVE AND S W, IOq4!" Avg, REI_OGAr'O 1568 ' - - _ ? .„ 27� — W'AS $O€ MITiED AND ,APPROvED 11,1 SEP ' I;MBak t9�Q- e4U U. A. .- _--- .." - • ) ''''' M) i AS PEP.\ITEM 14 OF T-IE OR GI NM— NOTES Si4OWN �' ,4 HERE OtNi • S , \7 TNE 'WT 'LAYOUT NORTH OF SW SUMMERFIELC DRIVE ADJACITNI\' TO s,W ‘--41&1--iL..AND DRIVE AND S.W. 109 . AVE. 1S THE AREA TO BE CONS I D RED IN r HIS, PR Ii L I N1 I N A'R.Y' PLAT. • • y r --mow - -- - —V'---- - -5_ _ - - _ -- 'v - - - _ - - - - - _ _ _ - -- ---- —• — .. . • A D E B C ; I I GENERAL NOTES: I. ALL. WORK SHALL SE DONE IN CON FOR MANCE W ►TH THESE I�LAL.)S AND SPEGFiCA�-IONS V�H►CH ACCOMPANY THEM., AND WITH Tr UN1FiED SEWAGE AGENCI' STANDARDS . IrJ EVENT Ol �9 X A CONrLLCT BETWEEN THESE PLANS AND SPEGlF1CATIONS AND DUI% THE U. S. N. STANDARDS , THE U.S, R. STANDARDS SMALL_ cnc2• r 7:%1C. TAi<E P1�1= CEDENCE. �. c2t�ATia�h. /oc. SXSF.eoM • 2. NO ITEMS OR PHASE OF WoRi< SHALL SE CONSIDERED COSAPLEI-E �,,,r ,oT ANC zf32. 3o �Z� UNTIL ACCEPTED BY THE U. S.A. AND THE ENGINEER. G �g�,24 WC-Z. 2 P 3. ALL PSIZMITS AND LICENSES NECESSARY PO e PIZOSECUT I OI`1 cam,-16•'(' wl-1 C-2-,5- .0l _ /E /76. 72 �T AND CONIPL_t=TION OF THE WORK SHALL 1;3E SEGU2ED A-NO PAID 11= 18Z.96 0�r �n�� It 133.C6rN .� ,�, 2�-I Cat FOR BY THE CON TRACT42 p21OR TO COMMENCING OF s 5` - �r 240 7d.� TOP �r?`f.S 7 ��� / CONSTRUCTION, g"sreir3 r:E•- /83,8 .✓ 2 3� Z3 7 2 38 23`7 SS iosrua z E.=/8z.8`I oar• 0- ,� 35 tcc.sxsF•2o,•, 4. THE. LOCATION OF EX 1STI NG UNDERGROUND UT IL IT 1 PL.9c� U��E�rES'a,v��,e=��sr"� • �- �S SHOWN ON THE PLANS IS FOR I N 1=02MATi ON ONLY AND �a4•�T- �,eMG.eo�Tc✓EOGE /o'csA Ec �� 23�- y�Is_3o , C-2.3 G)' IS NOT GUARAN i E O T� BE ACLUr ATE, /gF1tt� CONG. a�+SE - Cu/:.^ �. Tiyi� cS , - 1 E •Z 3 OUT / t✓EocE �✓i//,(;c Niaei, i2 t A�' 'O '' ��-79.30 �M C...-2..4- 5. r3EPORE COMMENCING C1Jt`l STRUCT ►C7N, THE 'CONTRACTOR �. _ � G7. I "]8.38 IrJ SMALL NOT FY ALL PE2'T'I NEM1 CONAPAN I ES Oil AGENCIES use o� /o"sr c.• Fc w sTc�c r. �. is 18 I,S S o v s �, �/ �(G Al� �. , 'a = Z,OS Ilv + N N t ,vim M 4ti TOP iE'8'3S R6 WITH UNSD>=2G20UN D FA GI L_I Tl ES IN THE Job AREA 50 • THAT FOCI L1T1ES MAY SE ACCI)2ATEL' ( LOCATED �, • / .�Q 1t. I �� I fi I i �'w �' `/' w 5 5�' 2 4� \;� CI,E. ••. POWLR GAS, TELE PHONE, •WATER,STJRN t SAN ITAR ( s, _ _ k II G-�-4t06 •••• SEW EtiZ,sir.) (� E 2 -� m I.P. i 5� 5°j �R 6. ALL SEWER. LATERALS A-PE TO BE Cr" CONC. P1 E �lr A --a 1 0 1 o_ 5=©,Oa75 - L=�i-"Its"N + O r °.4 p 4 _ z ._ 41 a •, ;,. �C�"8 G51 ID I _ ` Or wri. • `-• y • N \ /- STRENGTH G- 14. 11CSZ) TI-1 I.E. Ci N ' = •••._-•` _ �-' j s--. - 7, LATERALS oor OF Nl-1 SHALL BE CON STRUCT ED W 1 1 `� !_1 -�• _ ss- € '' LATERAL AT SAME 1=LEV' AS INSIDE TOP ELEV. OF g'% MAIN. i''' '' I L , . , ,,,,..,.:.„,,y ,..e.,,,,, ,.. 5p �30' - - f / 4 =/Ca 9r oir 2S4 ZS � -252 2 � I Zo, I� • Z5� 2c� a J o 25 R L1 0t` 7..3 .9-L 1 247' i .--r-T-11 - 3+0, O c-z-/G/rye E>c�sT. A-2 ,i �� 1 i ( GAO .E,=/6'.9,510t�/ h 30 �I or,3 6 0 • !� -= 7-4/",5 /�o.cTio...of A-,�,.w',grreay.fo Fo.��cniSi,.=n/S��r2E.c;FiE.CO PN�SCS �ln•v . t • _ • _ :" . • • r 2tS8 d7 E (I TIL G ��` P.V.C. 1 '�,rr b AND 722 o c�~ST UN�E, 7 ,1.4 CONTJ'AG% • 7 • .. • ) 30' SA�JITA�`f S�WE.R --�- O 'S= o.00yoo G•3�o°' $o•°� ,+ •: • • .. •` PIZESSt?R>= LItiE �- - 8'.c•s,P. -- 5' �yc-i•=A-/of�oo • . 1 45 Z9' C L /N6 ` �, /�� lerN • •• • I5 R Q. g,.� •• • Zt3Z 3a £ 'JA7'19 l' S,W, i - D U 1e I-1 Ik M _ z+zz SR.t i c-z.z . / IE I i6.72our -2 I ? IL) '° � x t 2- •TOP 18y.5 ,, : 1, 1,� r r ,__.... . ___ _ _ ____________ ___ _ _ t. 4 I ,P _ ______ _ ________ .____ ____._____ ___ __________ _ ___ _____ ________________ ________. _ ____ , _ _ _ ___. _ __ _ _ _. .. . . .__ _ ____ . _ ._. .____ _ _ .. _._. . . .„_ ._.. _ . __ _ __. ._. .. .. . _ . . ___. _____. .. ._ ________ __ _ . _ ___ _ _ _ i _ _______.___ . _ _ ___ P-- -v. 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I _ ‘As , ___ I _ - MilliM- -_ ------- _ OO !�`2G 2f��- INIIIIIINI11111111111111U.1111111111111111111AMIIIIIIIIIII IIMINIMINIMMIMII 4--- PIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIMMIEIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIUIIIMIIIIIIIIII IIIIIIIIIIIIIIII 1 AN iii.1-- 1 immi�i rommi i %tt _G -_ SAGO r - - -_ - -_ --- ' - amma mum immill11.111. m _ __ 111M 1 1 ElirillinillIMIMIIIMIi 11111.101.111MMIINIIIIIIIIM1111111.1 MEM MEN __ _ _ __ • ��ommuoomm-s�� 1 , mom ---T-----MIM-----Wit - --#---- . =siirmm•omisoomtmmmmmmmmmmm=un. _ , , . -L a a L rl". Ej1.1 = ==Emmirmommineamm=tommommoimminimmummommormimo = DESIGN _ SCALE III:so' . , , REFERENCE INFORMATION AND NOTES: DESIGN, JRi i f v,)Lnn- C 2 i LINE BUR RFILDAS vE�r, i _10 _ r � � a JOB NO. L ry �,,"a� ,Lf TRACED 6�10 .3F� AS E, 3y 0 +00 M-I C-2 . to 9 t70.42 NH C-2 .5 _5 1-7-7lv AS t '�' . •. • KPH • 0 EHIENTS SHEET AS BLI1l.T5-M-ISTA.,INV. EL. SLOPE�LE�1_ K.!`�. °1 r- CHECKED Harris - i�'lc ® � � � � � Associates SANITARY SEWER IMPROVEMENTS 6� OREG::I\V , / / /.S� .S7"A.of G-Z-/ L/ - Anyv Fe- W1.ff` G , L , 4 '` r.i,� Jam, y� 1ab� �� Ji�4 WLMG ENGINEERS SURVEYORS REV. DESCRIPTION SUB. APPR. DATE 4'� ^ COMMERCIAL STREET PLAN & PROFILE 'cS ,�, N�� DATE 09�5 S.!h. OF 2. REFER TO TRACING FOR LATEST REVISION yjl0�7S T!GARD, OREGor: �'?223 i I ! . G I • KILNAM STATIONERY O PTC,CO, - - _ _ -Pro t iso Sheep ila - rf v ,r; maimimmillimillimmomm _ 1 2 3 , '• 4 •5 ^• 6 7 - 8 -- 9 1 10 11 �, � 13 14 t i .y:- _ __ _____-____________ -_�- - __________-'-_ _ - -- _- _.. .-- - -- - - - - - -. ._ _.. _ _ .. - - - - - - - .---- A. al . . -. , 1 • I , . • 1 r , 1 1 . 1 ■ $ . 1 i r . i a , . 1 •, . . 1 1 1 . r • r . r . 1 1 1 . il i a E F G H A B C DI ' I ! i GENERAL NOTES : I. ALL WORI< SHALL SE DONE IN CONFORMANCE W ITH THESE PLANS -AND SR_CI FI- CATIONS WHICH ACCOIUIPANY THEM AND \NITH TI-\E UNIFIED SEV Rt GE AGENCY STANDARDS. IN EvE NT 'OF A CONFLICT S-.TWEEI'l THESE PLANS AND �---- SPEC\ F I CATIONS AND THE U S. A. STANDARDS , THE U. S. A. STANDARDS + i SH ALL T AWE PRECEDENCE. I . J1---w. Z. NO ITEM OR PHASE OF WORK SNAIL SE CONSIDERED COMPLETE UNTIL ACCEPTED BY THE U. S. A. AND THE ENGI NEE.. 3. ALL PERMITS AND LICENSES NECESSARY FOR PROSECUTIO -3 AND COMPLE - TIOIU OF THE WORK SI-IALL 8E SECURED AND PAID FOR g`l THE CON TRACTOR • PR10R TO COMM>=NG1 NG OF CONST t?UCT' I ON. q+?G•10 C-Z -4, TFiE LOCATIOIJ OF EXIST 1IOG UNDERGROOL)D UTl L 1 YI ES SHOW IV ON THE PLANS '�o l� OUT' I SG, 9C� IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TC7 13c ACCURATE. S.,y , -' IL !��! j� 3 p(D 5. SEFORE. COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL NOTI Fy ALL 1:4 PaRTINENT COMPANIESORAGENCIESWITHUNDcRGZOOL)DFACILITIES1NGN �� / Io�ZS ,�'h1438.7° WI-)-'(<Z•� THE JO[3 AREIA SO TF-!AT FACILITIES MAY SE ACCURAT=LY LOCATE D(I.E.: Pow`e, C�`, ' ew n 1OI'C �0 X 'l I GAS) .TELEPI-ICIJE• WA-yE1` ) STO�N1 t` SAN 1 T A 2Y SEW Ea, ETC.) s _ __ � 1l= oar 1 ��} . ` ` \ w �' F o.p0831 _C '/� I>� in( 1641 .61 , Co. ALL SEWER LATE2ALS ARE TO 13C- C;` CONC. PIPE E' T R A STRENGTH C- I4, \ - J� ^ �' 162; o . Q� 7 LAT= R_AL S Os O S D SHALL SE CONSTRUCTED WITH 1,=., G` LATE1cALS AT �`-�� 0).z , op 0\ pT ` 0 SAME S\i. OF 10 M H'1J, Ili \u 1 M /0, i� lk0 8. ALL TO" CONC. PIPE TO ISE C-I4 EXTRA STRENGTH, !,� M A 9, ALL LINES WILL ZE AIR TESTED TO CITY OF TIGAR.. AND -i �`� 21� 2� �- U. A r G. 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TRACED _�.,� BUILT , „, , 4, c, �>_� ( PHASE 3 ) 9+7042I�-� C-2.5to IGt15.99 END OF LINE SHEET -5 5- /AS2 BUILT A STA,IIJV, EL, SLOPE , f�lST, 10EC 1 AS r rc JQ,-) 571075 CHECKED Harris -MlcMlonagle Associates 2 / AODFD C-2. 8 L/NF J I REV, DESCRIPTION SUB. APPR. DATE ENGINEERS-SURVEYORS PLAN & P R O F I LE 6 2 a; C,g= 1�,,,�. DATE 8905 S.W. COMMERCIAL STREET o� REFER TO TRACING FOR LATEST REVISION 3 R.. W3�71 TIGARD, OREGON 97223 1 -i - - -- • 1 I E IF i G H q g C D • • KILHAM STATIONERY s PTO.CO, PlAeCt __ Sikh ae0 _WILINININIIIIIMmummimmip _ _ . _ . . --•--. -- -•- - ... _. 3 ai�iarPrar~11 ..__.�r�1MIMI1� srerinIIII1■os igailIIIIMIKiii usiina allmraa�r��l ��11■.i�■>;��I�111�cR �N�>I1��rN��r1�����411�111���1u�1����111�� 11111111111111111111111111411111111111® • A B C D E F G H I I l I I I I I • ,.... .,. • \\ �IQTi I: AU. WORK SI4ALL .BE DONE . IN CANFCRMANCE . WITH -THESE FLANS AND SPECIFICATIONS WHICH ACCAMPAIiY THEM AN WIYI THE .GIT..V.OF TIGAI?O -STANDARDS, IIJ "EVENT OF CONFLICT BETWEEN �f;' THESE PLANS" AND. �fi.EC1PI CATION AND THE CITY -STA4 I gDS SHALL" TAKE P E-CEUEAICE. , , �1 t �i'A 2.NO I TEM--OTa, Pt-IP SE OF WORI< :SHALL •BE. :C JNS I DERE.O CA PLETS' UNTIL ACCEPTED BY THE DR.1'�� ��l �f \y ' 'f _. _ .__._.._-. ..... .-_ CIIN, OF--TIG'ARD .AND THE --ENGI.�II� , /11 1 ° ' 3. ALL TRE.NCI4._BAC)< LL- MATER I.ALS ANC) METHODS SSHALL SE" I N. CONFORMANCE W ITN THe CIT•l �.1i �' L. A OF TrGA►I :STANDARDS. • ara5 �6 ,/ P I ..� 4, ALL7PERMITS .AND -L.ICSN.65S' .NECS.S�SARY FOR PROSECUTION `rRND COMPLETIOW vF 'ME WORK p Z.1q SOM.U� r������ d�vl ,e �� svlr&-Ir �51='�SEC3'RED AND PAID FOR" E Y THE' CONTRACTORPRIOR••TO CANINIEIVCIO C3 CANSTROC, iOi) • $ t • 241 CURB -5:THI= .LC -CATi vo -OF eX I ST I IiG UIJDSRG ROOOID -U ILL TIES SHE!!J oIJ THE 1c'LAk7 S IS FOR }IQ- Crtco N IC,F1 l.i ztoc::C• i 4 .9 q f iNtAT 1 a 1.3 3 3� r \ 6.5 D�"y�q' 3 r� 23 7 2 3$ 239 2 4O P C,Lg. 2�- - - FOR I��'> I IJ O L.Y R I+�PJ'_ 1 S...Ns T._ GUI)Ial . 1'I~ i7 :TO: B� P CCA) AT . ~!°• TC•188, -5 --"rr"- G. BEFORE CC N\!~1JCIPG Ct STRUCT1oto THE -coNTRACTog SHALL f�90TI FY ALL PER Ti 1�q0 3P'. - 0• .` \ 3;q�• 23q- 2,35 �` d I, I/,4 O �--•-� cQM PAtdlgS C7� "A�aE4iCIE5 ' ITt 1 U N DERGP.OUI�t} FACI 1�I TIES" 113 "rI-1E ,SC13• AREA SO Ti-4 AT 1 .. 0 . \ d.,r• - 5+3 Re- T G, 186. FPTCILITI5S MAY BE NC.CURATELN LOCATED (1,2.: POWER, GAS, TELEPHONE, WA11 R, STORM • i•�,. -a-9 ,. ° . 0 so Q.G �- + -• -$T• -T,C. I$ :.'7 ri . . % S A Ii 1TARP SEE ERS i.ETCH) • I a :.a °� TG.i91• _S Z:C. 1" Q• ' CI% si- :t- R. , '4 ,� , I+ �►R l.3 ' 114 188• .S ti \ 2-v�"dvsrtJx2"x I/�" . . _ • S i Angle Jra11 NOTE: woo}b. cornpresive BIZ G. +.. I © I o q RtS I$ I N-4G 00 00-W strength concrete 44 �+ d . 010 •I.3 iit � 4= .1 e ��52. ,---- . 1 L= 57.94 = 2Gi. o 4h-zs3z %\ Tc: 188.13 17 ►E 781% a.0r, - - 124.85 1 •I� USE STANDARD GRATE WITH Sf®"x 2" '- • lb ' 1�' e ' ` F�lGll' J1 IRON BARS- "b.c. " ��� " c R i - S•t32.. RC. Tc. 1 B.T. G . • i Ei� b=93-5. AO•-- } , iPg' zfi -8.5�P.C• -�:c. i BP�.�6 �/ ° Gto3.l�PC,R ;� R= I9' • 1�'P' 1+2 .6z R T.G. 1°l r. •q CURB iL c L=31•l3� �5$ °}R1' -sc. tgl.al 24-9 2' �� to /S rfS°! z '` .. . p �' . �- x: • Ox c 2.5 1 �] •Gt•02 44,RGR -1 __ �q .► .111.■�:Ir'111:C illl'It7'1 i; : ieu o+� .i .ma -; i. �� ��, �� A �.,, J ��� 1 G.- Q I rsC. l�7.�� 0 w �...d��p� '� ¢ �.w � "�'i014Y.• iie Y +• - T• 2� 2-.SS �•j' , eepi7�rain b� ,� u, s-, �Qq 41' 4�v ,. . • P NOTE: IB"conc. curb •l.r, - • w 9 Z • o r shown Curb section at '' a ti n 48 f lof �(J .. -.a- ` ri ht oppbei also to '+j-' -- a .• i - a► L. `� ram"'_- :I 1-..' 12`monolithic curb .•.� . ' c it ti • �- - -, • : •r ' and garter section. I� • tl{ 'ti Attemaft ' v p Alternate\ I•' w Plea • l fir`yatiOn a • 0 A Lo�cpateeo J '•, n,, • • • 44 E� Q`- ~�\ Z+I -[. �.� 1�". p HOC LG�.p }� �'}1� • • • , ; •; •. .a.. .I •� �•. � �;• . ; •��{.A� b ' 1ch Ft • .... 44"."--,--..,-' • ii ci..GC.° z9 02. R = GB.48 L= 73.('7 Ch r :9.60 ch Q s 61-ig."co'2a -� t- 2� , r ..6" 3Q„ }J, 6"4 •k6'4& -- I4"--�a-6°� 1 7 Q a- 0G° 1$ coo E $31.j7 1..,.57,9y Ch = 57.9f ch J3 IM I!q 07 3o-ua ?+3S 4.(c iJQ ._ - 1�� � )i SECTION A-A SECTION •B-B • • t Tom• Ii35{i�. I.E, 182.00 - . :- , TA N DAR D CURB AtA .Ari L • • ORAI NA6� N L�T" .07, 1q' tg.Af. 1. . 14 7.01 I P.V. I =I AB.645r I • 1d �, i ' . _ a., .-st...41, • iti...„...44 'sv_L_ttfr.)tr-t':4L_ . N , _____, 3- L' ► 1 ! ► + --X r Ir It A. F i IiY -----r t / +. • \ ,s 4, . ---16,0 i t - a 0 g_ _ - - 1,, it. P. 4 _ ..- y i, - r 4 may �► 1--a. --_ 1 . teza1) 'wiz.•� -.N_-s 1-. .-..- 1 MO4-o.bpi 4400 -,• r =�. �.,-- " '• A( .4... ._ ini = /9 0 .. G. ... • _ lip i , , - , � 1 i• _1 • i. I- -IIIIIIIIIIMMIMMIIII.MIIMIIIIIIIIIIIIIN"Im=llugllimmmigillgilIllu. pn414-9,41- - r c•Ae.?' oin P70 � I !` jr 1111111117 II _ I '- �. "a��� "-Alle_le.,42- 1 e - iti"( , , 1 , l. . L . . • i ♦ .: r { i: .y� ..ti 3 I ii _. 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STNAND�AT�RQC T'CkfT4HREQ eJST~A 7OAFRQCU5NFTL, liIGT , i u___ N ------ammige. �� :C CIT� CF "IARD STNDAiDSEA1LfAE PRCEDECE I , '2. NO ITEM OR ?HfaSE OF WORK SHALL BE COUS) DEICED COMPLETE UNTIL ACCEPTED BY THE 41 ;�* OFN A1*1t THE. El.7C�II �FY�: f .`,th . 3, ALL THE C. H i3ACK-F;LL. MATERIALS AND METHOD'S ..SHALL BE 1ta CONF©RMAIOCE WITH '�'3 h CITY -STAtbOA1 OS. .� q ' ,, �� I 4 AU.. PERMITS NOD LICENSES NEC.E•S^'SARC FOR P12OSECuTIOIJ AIJD COMPLETIOIJ OF THE `NORK-. Si1AU. 1.3E sECL SEID AND PAID FOR IFH THE' .COK)TRACTOR P1 IOR TO '� COMMENCING OF CONSTRUCTION.), 0 • _. f w , 9Y S. THE LCA'T.ICIV. OP EXISTII�IG UNDERGROUND l3TI.L'I TIES . SI-Iov+11J ON THE PLANS IS ' r.������9 /f .7� �- F°OI� 'I N FORtdI ATl QN ONLY AND IS NOT Gt)A RA I�['.S'EED .TD SE A CGU RATE. ‘S � ; TG,- s92.d� ra, EEFQR COMNIL�NGINC3 COI STRUGTIOL), Tti E CONT�2,4'C'TOR SHALt..NNOT Fsc�Ir3 A szEFINENT -, .ill, IL,, •COW PAQ TES-.OF2. AGE-OcIES-WITH UI�JI�ER G Rot.500..-F. 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I • Z/A0 a biVO 0100 • .. I WOO c51"00 771/410 67‘tV Stcga 476o0 _Woo . . .• • . . . ..... . . . • . . REFERENCE INFORMATION AND NOTES: rkl, DESIGN i SCALE , •• :i i . 4i 1 Mit t • JR14/WL.M•Q summERF Hogiz.. /,‘6704,,,. 1 vERT1.. 1,0,„ . • c„.. . 40. t.` 4.4• i.. . a....e.mowasetTRAco um C- 2.5- I LINE EXTENSION • ..„.•:, , • 4 ' 4 6? 4 JOB NO. ..•• -• ; ,.. . • ' J FC ( PHASE 3 ) . . . 5- • • -iv deolemo-.. , ... . . .. SAN ! TARY SEWER , --, . . . , ._. . c. A ' T ,,. , Harris-McMonagie Associates .., i r r r . .. 'i '' 11,} 4 ii • ,,, I • • AS ett.il LT.N'H,STA,'WV,el.i SOO P a,c I 1ST• .KEG 1-7-76. • • REV. DESCRIPTION SUB, APPR. DATE 1,f, os _ . • N ENGINEERS-SURVEYORS 'A' ,..- .1... .. . .. . ' • . -1-es R. k_itt%W- ' DATk • 8905 S.W. COMMERCIAL STREET PLAN a PROF I LE • • .. ,.., • . REFER TO TRACING FOR LATEST REVISION R. ite 6/7( TIGARD, OREGON 97223 OF 1/',5' • • . - ..p,... • • • • .num..... ..mi•••• • • AOMOINIIIMINI /We OIWO OWN‘PNIR IMIN1 . . • . - I . .• . `• I I I 1 I I . I I •- • A ra C D E t F . . G H • . r