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8376 SW PFAFFLE STREET-2 v If CA;— F;IN kFINE � I ' ,1 I ~ � I FpI,CE "T ago ^ ^, AT PFAFFLE STREET .1 z TH4AN �I s, W v, S T. a a 1HaPN w a Q v ;TFV ,T j w Q / NORTH DAKE1 K s Q 7 v tiLl r X1 .W_ PR0VEMEN. T PLANS 'i Q) �. (v \ I.; C� 0- 11 \ \ / N <<, , / VICINITY MAP c:0� �,' `�\ �•�,- � �� NO SCALE I \<� //\. C:) t ' w� ��✓ �` \ SCALE: 1 "=t , �' 16 / ' HOU" SE )ZN pq AT PFAFFLE STREET �p NO 1__* to f)WNER / C+E VF.LOPE R' CONTRACTOR: ENGINEERS / SURVEYORS: INC:, ANDREWS MCH CONSTRUCTION HARRIS—McMONAGLE / %♦� �� \/�' l �� /�✓ \1 8235 S.W. OLESON RD., ASSOCIATES, INC. r� \. / �\ �`f MANAGEMENT LTD. 4000 SW KRUISE WAY #270 SUITE C 12555 S W HALL BLVD. •, \' LAKE OSwEGO OREGON 97035 PORTLAND, OR 97223 TtGARD, OR 97223 �` \ ( �`�\ y - ---•.'-.. ` �.• L PH: (503; 244-0523 PH: 639-3453 O } ` 1, \ y __ 1 T _ ._ - Sheet Index • _____-.____ Grading / ESC Plan 1of9 ;_'' ✓�`� ;;rte; °', �"� ;lr�___-- �:� Street and Storm Drainage Plan 2 of 9 _ - ♦ T. B.M. Str®et and Storm Drainage Plan 3 of 9 # Street and Storm Drainage Profiles 4 of 9 I Sanitary Sewer Plan 5 of 9 BENCHMARK DATA: Waterworks Plan 6 of 9 217 WASHINGTON COUNTY BENCHMARK #1401, A O.D.O.T. STD. DISK i H VV� LOCATED ON THE S.E. CORNER OF THE HALL BLVD./217 OVERPASS Pf of fle Rd. Street and Storm Plan 8.0' FEE1 NORTH OF S.E. BRIDGE CORNER, 2' EAST OF THE THE CURB (BETWEEN THE ROAD AND THE HANDRAIL), ELEVATION- 229.687' a n d Profiles. 7 of 9 SiTE T.B.M. S: Standard Details 8 of 9 I T.8 M X11 THE RIM OF THE SANITARY SEWER MANHOLE ALONG THE CENTERLINE Standard Details 9 of 9 OF PFAFFLE ROAD, 30' EAST OF THE INTERSECTION OF 83rd. —_. �_ _------- — ELEV 2.21.97 (I.E. 208.42) IMPERVIOUS SITE AREA= 118,001 S.F . I T.BM 02 5/8" IRON ROD AT ANGLE PT. IN BOUNDARY LOCATED IN THE l S.E. CORNER OF THE SITE. ELEV. 246.08 CITY OF TIGARD CASEFILE *SDR-96-0007 8378 SW P/aMe 3t SIT 96-0042 1 of 10 IF THIS NOTICE APPEARS CLEARER THAN THE O('T" 7 1998 IX)CUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 1111{ISI{I{I{t ISI{I{ISI{I{I i t{I{I{III{l{i I f{I{i{III{ISI I !{I{I{ISI{I{i I !�1{�j'+�I{I{I iii{I{i�llf{ISI I �{�{i{IIl{�{I � I{lil�lll�ljl ► Ill�l�ill�l{I�i ,� I{�{III,I{1�i IIIA , IT Millisill!nilillillillliliilinlhllllll!111111 I!IIIIIi! IIIIIiiIi {lit�l!II I!!I�!Ili illl{till Illilii!llilll{lIii il!llllli IF lIIIII!Illlili�ll�ll�iii! IIIIIii41 ilil�llil Illl�lltl 1111�11i1 fill{Iti! i{IIIHII lI1IIi11! {Ili{ilii Hll�iltl 1111�i t P F AE STREET � GRADING NOTES: LE -7- 1 SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME ..- � r� r r r . • r , . Y 2 EFFECTIVE EROSION CONIFIOL., DUST CONTROL AND DRAINAGE CINdTROI IS REQUIRED AT __.-_- �? �- — ALL TIMES THE CITY MAY OF;DER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION ----- -__—_ ----- _ AAr T ANY TIME 3. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSFRUGILN OR RLLS TO BE " ' GRA VEIL H I CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FkOM EXCAVATI~D MATERIAL ,�� ` 1 -- 2 CONSTRUCTION r� ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NO f \ TO EXCEED Ci' LOOSE MEASURE. EACH LIFT SHALL BE COMPACTf-D TO 9U PERCENT OF G Iry TRA Mpp�'T I�p1tY/LTt ^_ _ MAXIMUM DENSITY AS OBTAINED BY AASHTO T-18(1 COMPACTION TEST. �.• `^eC' ' GENERAL QUIDRIIN�S 4, CONSTRUCTION OF STRUCTURAL FILL ON EXISTING SLOPES GREATER THAN 5:1 SHALL EjE •Walls vrX W tour fo(rl,without excessive Pljlrr41rt�116! ✓r ' • 'r '/ POOH ` loads.slopes but good sal grneraMy _J' '. ; • requus nc Secgrw uet,xh Halls over tour .G mPill"as 6v"v n 3,000 p s 1 � AGr11E 11ED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE fca.rid:4bay t base an WI0 Corot III detlpn 7•N t1X iF EXXON GTF 250 A l+ BENCH EXPOSES SAND SOIL, MI UNDERDRAIN MUST dF PROVIDED THE UNDURDRAIN, ec no:wbac>,based an arta condtar•s IF REQUIRED, WILL BE CONSTRUCTED BY LYING NON -WOVEN FILTER FABRIC, EQUIVALENT , , 9 G •6rhu astnuty 120 pounds{.+a cuDHc foot �� (_ t 0, ALONG THE NOTTON OF THE STARTING BENCH, THEN PLACING FF-225.' _ ._f ,�- ` --- 1 -- 3 R E T�',i N l N G •5cA corxluar,s. site geometry and iTA111,1A11101N11T ' SIX INCH LAYER OF 1- 1/2"--0- DRAN ROCK, AND FINALLY COVERING THE DRAIN ROCK / I - the MAIOe on the amarted earth are Wta+ght:ppwbitabOy 40 WITH VERTICAL 'ILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED TO A MINIMUM Of WA(..L the mala tx urs ansct,rtg despn �'•L-� \ / I REC. RM I Fasizce 7" 60 tt- s W. tt orb'G 140 PERCENT AASHTO T-180 DENSITY, THE FILL SLOPES SHAL`. NOT EXCEED 2. 1 AT Fr d25 ( Wass Thos tt, f A Is ►nlu ncnes of ,Fie a Ill We tit FINISH GRADE NO RCCK OR SIMILAR MATERIAL EXCEEDING, A 1? INCH DIAMETER SHALL 1 1 l bane Those vwr h reclwre 6,ncnes cr 4 --- -- - 1- -. FF-225.2 I --_—�- y 1 1 oase ANow ?a'rurnmum base depth :T �Mde x t �eeq canon ods lergtn BOTTOM VIEW TOP VIEW I 13E ALLOWED IN THE STRLCTURAI. FILL. Bury one nil below 9ra,ae for every �� / 5 THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ? �G_ _ _ six feet of Had one Wass three Iprt C� �T /// ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWC'RK TO DETERMINE THE NEED •c-� � Q•' /_ �! �--"�-.�1 arW ur,aer Dury one Haff of a wart ,, �a � t FOR AN UNOERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. 4 — The face area of eachb",tIs2"3ofa `,us 3b�'N■ „ &S"WrIS�ti'D a S uara fccl To esUmale the nuff"f c r'•Yee 33%of a"A's}pp, v „f�; -�l - J ct acclts neeCed.muntl, ins Dttual riR, 6. THE CITY SHALL. BE PROVIDED NTH A COPY OF THE GEOTECHNICAL ENGINEER".) REPt)k T/ vt yy t�11 scuara tcota�•of the wail;:y 1 62 �'• � 'i � rf gyp`~ RECOMMENDATION CHANGES. S••. +t7 ?(J t;a• �i�> � ' A ''S 1. IF SPRING r"2 GROUND WATER ARE ENCOUtiTERED DURING CONSTRUCTION, THE r FF-228 C t'+P•ArY c Super ta,gh nyl;n { " ' '• ` o CONTRACTOR SHALL NOTIFY THE SOIL. AND CIVIL ENGINEERS OF THE CONDITIONS FOUND FF-227.5 - - FF-228.5 7�'�► +:aC011 AND T�X1tMl� I Ai ( .t�s� 'r , • '�: � AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME 1 I GowtcpAorvl Glen"Gray Roost-'aw '.�: , , a - TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER TeaNw Ra flic-4 stone face I ' It . • ENCOJN TIERED I C,sfom otdm See rnanufacfuters fpr details / ' `� , .___.x T FF_2�� .� +'wi n r � IµA•r11WW,W,r„A-0& wsr � r � 8 THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE 'OMPACT10N TESTS. A MINIMUM GARA�, _ + , OF THREE TESTS WILL BE. REQUIRED FOR EACH 2 FEET OF FILL t1Alll�s • «s• Tel 1 9 THE EXCAVATOR MUST COMPLY NTH ORS 757 541 THROUGH 757.571 (UTILITY PRE- 'Stonew Is engr,eerea to be a JIunl 10 Construct '• A , ' :• ` b NOTIFICATION, ETC.) wo nkat rm*"no monar or fooMnga The easy to C Wardle MD A urw are I t►►a naftd.but he in CL(Aw r A,,% M 2•-NINUS (,PAYE,, t,}p X -� rA` " (_• !r?� .r b 10. THF. CUT AND FILL AREA$ AS SHOWN ARE TO BE BLENDED TO THE ADJACENT LAND TO n,e'"eu lhouq►'d"UK*s desigo'lown *Axxt 'JP 10 e 1 e`� ti's A GE.N TI E SLOPE Of- 4 1 OR FLATTER, AREAS IN EXCESS OF THIS SLOPE SHALL BE .� 2 eflgrNM b the 100►a 10 dearQn wANe'JP to l: ,• :; SUL11falA�[ A[I K trlCt 1eT Nt N` • �.- 2, bot and to ,Mwe fne mtatler is Baan a unit t HYDRO-SEEDED OR OTHERNASE PROTECTED FROM EROSION 1 i�rrEOTEvTIt,E. AS IT , whcr f • ts WCHs Hatt+ At they Irre eta'pl, me • v 11 ALL. AREAS TO RECEIVE STRUCTURAL FILL SHALL BE STRI(-DED OF ALL VEGETATION 66 � � _I - I` L_�/-1 mcrtuteaa�w+gs wtamaucaxy aal a.c 3rd De' " " ( PRIOR TO THE PLACEMENT OF FILL MATERIAL. I . 'a11000CT �iH�f171 ons's WA 1 A �r",t~ / -- -~ - Nwreded by use of the non newcnaatlng P rytiuctl(In is I .� _ 'tlprn In tn. anh nt a 11 care I 12. THE POOF AND FOOTIN(, DRAINS SHALL DISCHARGE THROUGH THE CURB, OR IF THIS "or „ - 230 re„tgn weeps the unit a apr.;i0 Lba BASu ,•• r P . I-AW.., Ak „r r• •a.ICENI ik IS NOT POSSIBLE, INTO A PIPING SYSTEM WHICH DISCHARGES INTO THE STORM SEWER. ( _fur afK;W of iCl loft perurns rr,ean, dalaoWalliof IM a•1tar o,,,fill L,, font b' 13 A SWALE SHALL BE FORMED ALONG EACH SIDE, REAR, OR PROFIT OF EACH STRUCTURE �ntury nab is ^e•"edaea aha Cutput 'e I d.e0 d 1)r�X CoalrCapUld gNnuLar fill (awl bare !_ _ E-r ,� ` ncreasen uaewHOeandhenitobadt The nurnItimM x► ar AS APPLICABLE, TO DIRECT THE OVERLAND DRAINAGE AWAY FROM THE STRUCTURES, 2jo•D I �l 2J f' -- 1 n rTe aafr,hW%v c-re county betow nnaned Stade+wL +ani dspe^O "g an ` • I •-.�' t�� LOS ` �._.__._. sr "Math ne i a d)arowciicaisw At,(;wlft"fl-offumGYe w 14. THE MATERIAL FROM STRIPPINGS SHALL HE SPREAD OVER THE LANDSCAPE AREAS OR 1 �.L ! ` Cesasv uLcwt a';'•alt ;rl .:ICac M "i ? ELSEWHERE AS DIRECTED BY THE UvA`:ER OR ENGINEER, SHAPED TO DRAIN AND WN EEL / ( cct rwarnt.r. ne Nat Han aemr ` �3Q FF_ I' �) ,I i su1L INNG THS WALLr "C. -' naHuw nns � I ROLLED. _ ,�r../�� �r �11 , mens .Main arkws ! r�... � �T7 ` --l' � �•�."' � ifOY'�armor' • t FIl1q Et3(Xae�t 1tW IT10St IR1pORan1 L.VII IAUt'A 41 'Vol, 'p I rF „ ..._. _ I a ;vnttnuajcime,.;wt, omeans ,V � t -, I EROSION S IM NTrfITI N TR I T _ I ,� �►. ��. a afnng,u tyule.ln.Ple,.mYn, / ED E C CJN OL (ESD) J ES: 3T,s _ . _1 �»•{-- L_. L cerenpnQ'he nst.luYH :I,C ealsJhrg ! i fit» - .•,,, L__ _ ( T I the Ceagnet I 2 6xMRk and co"'(Wt w+th granular •`""?` -•••,. ISM aAW aacn D'tGur:a 'aml;,ne Aft rnra Ma cores i ""• 1. ME IMPLEMEN 1ATICaN OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE., ,1I I i F'F- r ; FncwLOCMhniPatent Petwrsgl rso7wvexlaWiW, W(,ck,andt(Setund L REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES 15 THE RESPONSIBILITY --- r T / ,i 1,0 I F.�3J Haan•ro wuu0 u0ense on M+rrngn esc•"W* Cts ane aquuc topsoil are nol OF THE CONTPACTOR UNTIL ALL PUBLIC M)RKS CONSTRUCTION IS COMPLETED AND / gait h N ,ne P t'4• of Soper I APPROVED. THE OWNER WILL ASSUWE RESPONSIBILITY SUBSEQUENT TO THE PUBLIC ...�- �--I'. - -�Hr► I l I O IeCttInvnafti0ed A 1A• C OrYrii r!ra:orr,rrenr>!tHd kxrwh Wyton Pon s a m.ghty rtlWget 9 IrtafaaaMgniltern PHIS n holes Clear Ina r-,ples - �� WORKS CONSTRUCTION. IIH,1«Mn.�,nct a n«'esA►v `� - - t 4, nptu(,urae syyr�►, 2. THE PROCT LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY rLAGGEO IN THE ? I / L�” i ��,� M IVI to-►race FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURB tA �ie,' p ,,,,ntar,.er�w �irtVA I Construction ton ANCE BEYOND THE FLAGGED LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE TECHNICAL GUIDANCE HAN000()k Entrance MAINTAINED BY THE CONTRACTOR. FOR THE DURATION OF CONSTRUCTION L � I -_._._,_ T.!_ �._C'••-- �r�",,r._ t Ya'A, i ;bog.is E�+•�.+n :k-.1n • T _ •�•'••�'- -^^-- - - ~a - ' 3 THE Ef,C FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTIC)nf » q `,fes �. hot •w..rlHeM 1IIw ra +wrrwi,.+• ,• r o• WITH ALL CLEARING AND GRADING ACTIVITIES. AND IN SUCH MANNER AS TO INSURE 'C�\� —� i tom! �` ---j1- � '� 1e"", r",,s",,➢ �,,��,,,,r,. I� \ THAT "-,EDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR AC`LATE I 1e AePLIC ABL E WA MR S'4WD ARDS 4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REoUtR.EMENI'y FOR +J es+eas e^tAew. (s`• t ANTICIPATED SITE CONDITIONS DURING; THF CONSTRUCTION PERIOD, THESE ESC /I J �- Pr� �� ow� ila"M 'rdae'e rl%W09 6 FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND Tr TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE 5. THE ESC FACILITIES SHALL_ BE INSPECTED DAILY BY THE CONTRACTOR AND r. \ \-Y ,. ,1 J _ 4 F ��3j•s Y .,� I ..,.....r .. ___.__...________.._,.�..-,.._...�,_.._. '»•----- --. .._.�.._.. .___._.,.,...• MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING,, lu► a( USCD smom, T(4Y .._.-.,._..-...,.r^...._ c, C �rl ' C �\ I _ N X07 + UTILITY Wontt AND W/ F`1 ��--~ � 6. THE ESC FACILITIE., ON INACnvE SITES SHALL BE INSPECTED AND MAIN'fA1NED A .JL � } l ( , \ MiN11•11114 OF ONCE A PAONDI OR WITHIN THE 24 HOURS FOLLOWING A STURM EVENT _ ,� PHA!,ING Or DFv(LO►4(NT I r, GRADE . .1 .. - Q o _ c . 7. IST NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLO*D TO ACCUMULATE • rF�Y T -{ - I {` ::7Aj "'-" '- WTf+IN A TRAPt ED CATCH BASIN. ALL CATCH BASINS AND CON VFI'ANCE LINES SHALL {� /\' 1 i N V (.�R���J E ` ! —F;�..�.�.�.i—•:'L�. _"_.._- 1. f• r 0 '.b , 1J J TOUR - -^ ' W w y ^ ' Y r ___ f' - BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT CONTCSR \`\ 7 �` �- w9 t ►.� w 8 ,y I 4 LADEN WATER INTO THE DOWNSTREAM SYSTEM. f. \ ' �' o I I 1 '"T'1 1 8 STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF -23� ---- FINISHED GRADE ,.�.. ��3 ..� r �� '' w � _ , � � �, �. .. r'I ` / ' - - 1 •.I a $ v; M. , , I CONSTRUCTION AND MAIN-AINED FOR THE DURATION OF THE PROJECT. ADDITIONAL �(�N I t�UR \ \ I-)A D L) ,1 � fes._ � OI a � y � y� y µ»f ~ MEASURES MAY 13E RFQLIIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT Ct.EAN FOR THE DURA IN OF THE PROJECT. FF.—�2,.5 FINISHED FLOOR ELEVATION y. THE CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED 0 - ' � � �.: � !� � � "''""""`•'"LO 10 ALL CATCH BASINS SHALL 9E PROTEGTf.D FROM SEDIMENT HATH A BIO-BAG BARRIER CATCH BASIN AREA DRAIN AFTER )HEY ARE CONSTRUCTED. REFER TO DETAIL 3-7D. C � E31 OFI L_ TER BAGS � —, � � ..•--�' , -- � � CATCH — SEGIMF_N .r F ENCr ~ / W W NTS RETAININC; WALL COr;STRUCTION NOTES: ry"� LPW `\ ,_.. `I_ _ r Cj �- FLOW THE RETAINING WALL SHALL BE A `STONEWALL' RETAINING WALL. SYSTEM, CA I \ � q\ \i •f COtIAL, AS APPROVED BY THE CITY OF TIGARD BUILDING DEPT �. ALL WORK SHALL BE DONE IN CONFORMANCE NTH THF. UNIFORM RUILDW, � �'(3. \ ! (' W - CODE, THE CITY OF TIGARD STANDARDS, AND THE MANUFACTURER'S �\� J W RECOMMEN()ATIONS. \\\` ?45 0 n u ./ ►-r P, F4- 't1 ^� . T., THF OWNER, MANUFACTURER, CONTRACTOR, AND GEOTECHNICAL. FN",INEER N \ \,/� - r r ! �' '�• i SHCIUID MEET ONSITE TO DISCUSS THE CONSTRUCTION METHOOS IN113LVEC \ -'� W kI � h•- IN A WA1ER SATURATED CONDITICW/LQCATIQN ITEMS TO DISCUSS '�•HCA1L-) �/ s I ( �' � � a- INCLUDE: FOOTING DESIGN, DRAINAGE UNDER AND BEHIND THE WALL, WALT / ]I to Q ISI 0 FLATTER, ETH `. r F LOW RF:PER TO THE DETAIL SHEET FOR PROpUCY INFORMATION AND GENE RAL GUIDELINES NI E «r �j- + T S ( IS T SECTION A-A _---- _ _ _ DITCH I NLc T Sediment Fence TF CHN I CAL GUIDANCE HAN0El00K Tem of ry "0 40 SCALE T�CrlN I CAI. GUIDANCE HNpBUUK I p . � Wlto�l Cw*v11'1$ 1I- if 001-011 Or'as,fit 1-70 t _-. ....�..,....._....►_.14Mr t ctsel«y,,.r,1 M41•.4 1ra�ir �.'. „ .,o++ ;-*= '1 a�,4, �• . REFERENCEINFORMATION AND NOTES: / FIR(f(rc 0F51;N- �/��'�� CONSTRUCTION ON .�. .� SCALE _4 ra ir1 - CA I 'RIA GE HOUSE )HE EXISTING TOPOGRAPHY AND BOUNDARY W£T•tE PREPARED FROM INFORMATION �N�NrtN F!o ..,_.,__.._.. 8235 5W OLESUN KD, SUITE (' f1 PROVIDED BY ASSC)CIATED LAND SURVEYORS, INC. TRACED DWG NO, I'ORTIaANL), OREGON 97223AT �Frl-GRD r STREET 1 REVISED PER CITY ENGiNEFRING ar F_fUUDING DEPT. I r> 11 9/18/9f ORE ON CHECKED — -� ------ --�--- �F'EET / HARRIS—McM�)NA�rLE ASSOCIATES, INC. J° �' GRADING rAND E .S.C. _ REDLINES 11 ENGINEERS-SURVEYORS A RE1r, UESGRIF'TK�N. SU-_ 8376 SW Pfaffle St � �E•,C 0 Ht1AQ� DATE 1255.1 S.W. HALT. ETLW. PLAN TIGARD, OR 97223-6207 1� �� w N SIT 96-0042 REFER TO TRAC•;N0 FOR LATEST REVISION _ FIRES .LINE 30th, 1997 7/10,,96 PHONE (503) 639--3453 A OF 2 of 10 THIS NOTICE APPEARS CI,EARFR THAN TNF. OCT- IF 1498 DOCUMENT,THF, DOCUMENT IS OF MAR(:INAI,QUALITY. MICROFILMEI) I1I1I1I�I�I� I!Ill�i�i�l�i I�I�I�I�i�l�l ! I!!lI�I,1!!!I� I�IlIli�i�i�l I f�r�T�l�i�l�l 1 I1i1ll111li l I!I!IlI�I�I�I i I�I�i�l�l�ilt t (�i`Ilc�r�lll! I(i��f r��(i�� I�I�I�Ij;�li! IMdt MIID�M l61� _ utltut ttllltlii IIIIIIIIIIfIIIhIII ttllltttt tutlnn uttltttl IIIIIIIII Inlllnl nulucl IInIIn�IhIIlIIII IIIIlnII nIII�nIlnulull uullnl nlllnu IIIIIIUI I�nlnlctnulllll nnIICII nnbctt II�thllt Intln�t cL.' rt IIaIlcIl�!Icsltctla nnicc�n mcllcntlnllcTl�.n 1 ' J�Ealk 4 LQ ' ' � PFAFFLE STREET f 6+00 7+00 e,+00 9+ 00 10+00 REFER TO THE PFAFFLE ST." IMPROVEMENT PLAN (SHEET 7 OF 9) T 7+33.6. 15' RT. PFAFFLE - - - 5+814, 20'RT. 0+15 ROAD A USA 0170 O/S INLET. LISA MH /010 T.C. 221.33 PUBLIC LE. 218.63C) -- - -- ----- - ---- - _ ----- - ------------ - -- PUBLIC i PRIVATE N 90'00'00 �_ PRIVATE -� WATER QUALITY SWALE 7 0' OF 8" WATERQUALI .VAI. CONST, 3'x S' GROUTED ___ N _ ,4:1 SIDE SLOPES __���_ 2:1 END SLOPE __--- «.. s. C CIO ROCK ENTRANCE PAD _ 73.0' OF SWALE - ♦- _ - -_ �4-- -_ --�, WALKWAY LOCATION SEE FLAN WALKWAY LOCATION 0+54.4 0, 15.0' R.Y. ROAD A -��. VARIES VARIES VMTH 3500 PSI CONCRETE. 6� 222.i,1 4: 1 SIDE SLOPES \ I-r- -.------------- -- WIDTH VARIES EXTEND PAO UP/AROLINO P E 4 1 SIDE SLOPES TRAPPED INLET ---.___• --� •. X16' � 0+00 BEpN SWALE " 1.473 WAIF ... GRATE 1222.0 - - - --� 2 Oz SLOPE VARIES SLOPE VARIES OX I.E. 218.31 � - - I 7'�--- , •� --- �--•2 1+65.8 A 2:1 END SLOPE ("ONST. 3 x S' GROUTED --__ x \ '� [ 3x r, �__ ' 8' ROCK DISCHARGE PAD! �, Q�, � CONST. 3 x 5 GROUTED U 4' P.0 C. WALK ON..- ' 2 pX TO 5 Ox.._._y �- e� 6" ROCK ENTRANCE PAL) r CO 2" BASEROCK 2 UX TO 5.0>< "- P C.C. WALK M!TH 3500 PS CONCRETE WITH 3500 PSI CONCRETE. - _ --"---- 6" EXTRUDED CURB EX',ENa PAL) UP/AROUND PIPE �C�♦ EXTEND PAD UP/AROUND PIPE 6 EXTRUDED CURB -` - �- __- 2.0% / 11 N _ L CLASS 'C` ASPHALTIC CONCRETE SA #0 0 MH 2" 3/4"(-) LEVELING ROCK O+b5 04, 10.18' ROAD A IM 1223 6' 1•-1/2'(-) BASE ROCK FF- 225- 2 16 __ TYPICAL PRIVATE DRIVEWAY SECTION 2 i .14 R L R M 2'0° NOTE: NO scALE o j 1+zs.o, o' RT. D A i ALL PARKING LOT ELEVATIONS ARE TO TOP OF TRAPPD INLET i 1 2.0% �GRATEE1224.24 FF- 225. 0 FINISHED ASPHALT PAVING AT FACE OF FUTURE 06 3.5' OF 8" ____ _.^_._.J - 2+83.5 END SWALE EXTRUDED CURB TO BE PLACED AFTER THE PAVING. rv1 FF- 225. 2 -_j:24.79 _.� ( r '° 5' OF 6� 2:1 END SLOPE � 1 -� 1+ 52, 6.00' RT. ROAD A' A.U.A. OILEL 116.1 OF 8 FL'+ -SPLITTER MH FINISH GRADE (�\ US #010 MH (SLOPE VARIES) Y CHAIR RAMP lam/' 1 BIM t224.5 2.071 5.0X Rat.S"� _ 28 _ 226.05 2+b3.0 SWALE, 8" OUTFALL CONST 3'x 5' GROUTED �-'R•.1 S" LI 6- ROCK DISCHARGE) PAG 6" -� - ____J� WITH 3500 PSL CONCRElt.- ;000 P S.I. (MIN,) P.C.C. 43 0' OF 6' EA(TElNO P/4D UP/AROUND PIPEEpOXY BOND BUILD-UP AST SIDE TO TURN ( 1. CONTRACTION JOINTS SHALL 9F PLACED D FLOWS TO THE NORTH. AT 15' INTERVALS, EXTENDING AT LEAST28' 0 8 _ 226. 50% THROUGH, THE CURB. FF - 228. 0 -� 5.Ox i 2. A CONTRACTION .h)INT SHALL BE PLACED ALONG AND OAR WEEP HOLES, THROUGH 2t' FF- 227. 5 � 2 28. 5 �-- PAVEMENT SECTION (SEE TYPICAL SECTION) N t ITHE CURB ANO'•SIDE WALK (IF PRESENT). - �- � 3. ISOLATION (EXPANSION) JOINTS SHALL 3.0% ;:,, BE PLACED WHEN SPECIFIED CHAR RASP`- r BY TME ENGINEER. EXTRUDED CONCRETE CURES DETAIL 226. o . 226.62 3. -_ r__ ;, NO SCALE Ij) 22 57 • - - O -A D. . RAMP FF- 228. (� 227.05 -� . 'j � LEGEND 3.OX r� I I" ------ WATER QUALITY SWALE NOTES: 2 =.30ao 0+95 ROAD C. + I _ FF BUILDING FINISH FLOOR ELEv THE wATLR OIaUTY PONIT SH4LL BE GPASS LINED BY BROADCAST SPREADING T'1E FOLlOw1NG 228.91N utOO ROAD D GARAGE T O _ 1 _. 1 r 229.43 - -- C4 O �_-, FINISH ASPHALT ELEVATION. SEE MIXTURE OVER 4--INCHES OF PREPARED TOPSOIL F G )27 57 0+06.0. 6.00' LT. RO C ( L � ?_23.)3 U-) I _ ____ USA 0010 MH MIXTURE SHOWN ON LANDSCAPE PLANS: N 1 �� RIM t?27.0 1 CJ TRAPPED STORM INLET (PER U.P.C.) (PRO-TIME 820 81-FILTER COVER) t 1+00.0, 0' RT. ROAD C iS.S' � M ?27,81 67% FORAGE TALL FESCUE +67. 18 ROAD C TRAPPED INLET- 1e 4F 6 11 5' Fr a' OF 8 276,6 11 OF 6 _ TORM MANHOLE 23x GATOR PERENNIAL RYEGRASS .. # OC} GRATE 1227.6 1 t OO cv �� __ _-_ ___.-.__.- _____...__�� _-___ 5% CINDY CREEPING RED FESCUE `3.0' 43.1' 10 0+46.6, 28' LT ROAD 8 229.06 • STORM CLEAN-OUT 3`l MITE CLOVER 229,48 11 5 �' �- 83.0' OF 12' I TRAPPED INLET "'- 2% SHAMROCK CLOVER 229.00 228.82 12.5' OF 10 t15' �'_ GRATE t226.6D } �t _ 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND MAINTAINING THE NECESSARY 228.00227.66 - 227'59 15.5' �'� -A D A NMEEL- � � I ,� IRRIGATION TO ENSURE PROPER ESTABLISHMENT OF THE GRASS SEEDLINGS. ( `r' iL �' I \, 242402 ROAD A• CHAIR RAMP N � 228•)8 O+A9 6 OU' L R ADC _ -�-- ld `1?+OC'Q[OADS B & 229 cit 3. THE OWNER WILL MAINTAIN THE FACILITY AFTER THE ONSITE CONSTRUCTION IS COMPLETE 2 8.70 USA #010 UH 2 7. 5 TRRAiE 226L$T 227 84 O ^ �j n 1 +54'`'t'' I AND THE VEGETATION IS ESTABLISHED; W41CH INCLUDES, BUT IS NOT LIMITED TO THE ,S3, 228. 228.34 RIN 122, 7 GAP,AGF e' �{ [� } FOLLONANG: - 24. / K ---•----•••---• ----- -•------•------•-.-- ---- A.0 A. WH!• - A. REGULAR MOWING OF GRASS TO MAINTAIN A 4' TO 6" HEIGHT. RE-SEED GRASS AS NEEDED DCH ALP, �AMA .A. WHEEL- - FF- 227. 7 28'59 >tt NTH NE ABOVE GRASS SEED MIXTURE. �` Cf+A1R RAMP _ -+ ', S• f B REMOVAL AND DISPOSAL OF ACCUMULAITD SEDIMENT FROM FOND BOTTOM, (APPROXIMATELY 229.00 2' - -- ��� - EVERY TWO YEARS AFTER LANDSCAPE AREAS ARE ESTABLISHED). RAKE THE DEPOSITED A D.A. WHEEL- 2.OX A WHEEL- f SEDIMENT TO GRADE AFTER EACH STORM EVENT, AS NEEDED CHAIR RAMP L Rte' C -_ 9•B � � w E C. REMOVAL AN[' DISPOSAL OF ACCUMULATED 'iEDIMENI FROM STORM INLETS 0.S NEEDELI, -- - ---�--_- � ll �-•- I 231. 0 t_ 22E).34 a I (APPROXIMATFLY TWICE A YEAR). O 5.0% _ I _-45' EIENL) 229.62 -`" - � ._,1 D WATER GRASS. A� NEEDED DURING DRY PERb�DS TO MAINTAIN VIGOROUS GROWTH. `-`-- - - '---"-'- - - D E REMOVE LITTER AND DEBRIS FROM POND AREA ON A REGULAR BASIS nj 290' - -- FF-- 231 . J 229.20 10.0' OF 8' ---- 231.Ei2 7 - - S F REPAIR AND CHANNELS OR RIVULETS THAT FORM IN THE POND BOTTOM OR SIDES. 7.0>< 0+50, 35.5' RT RD. 6 ---- � li• --� � I X30 5� -- - - ---.__ -0+73.6 A-LINE A(I CLEAN-OUT, USA 0150 FF-- 2 3� C3 n 5.0% n /� RITf230.2 F-' NOTICE N 16.0 ,~_ - B [� --- 1 L J I _ THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY pEF'ECTIeA: d 2 0x J r -I WORK, AND SHALL PERFORM ALL MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY rl -_ - _(- a I Q J 2_0% 231.19 - THE DEVELOPER SHALL PROVIDE THE CITY'S DIRECTOR OF MAINTENANCE SERVICES HATH A SCHEDULE l l�• � I I 1 OF THEIR CONTRACTOR'S WORK SO THAT CITY CREWS CAN MONITOR THE MAINTAINANCE OPERATIONS - S.OX y 1 AND THE REMOVAL OF SILT AND DEBRIS. -� ON OCTOBER. IST OF EACH YEAR, THE DEVELOPER SHAD PROVIDE A WRITTEN EVALUATION OF THE i ,n _ r M I ri I� 2 1 ,/ OPERATION OF THE FACIUTY TO THE CITY AND WILL. PERFORM ANY REPAIRS OR IMPROVEMENTS tV IDENTIFIED IN THE EVALUATION. u + - 231.5a es.o' OF 8" U- 2.070 FF- 233. 0 -�� I ------- 231.62 -- F-1- - 231 . 0 29.0 0 6 r REF- R mi - $ HLEET 3 � - INFORMATION AND NOTES: P DESIGN SC Al I MCH CONSMUCTIUN ARRA C � f�OC/ r.=-o'E4 ROF \y�,NG "c�Fss�o J. o.H 823. SW OLESON RD, SUITE #C DWG. NO. �R A T AT PFA PRL E S TREE T7GON F POPTLAND, OREGON 97223f�FA- STIR T.C.M. SHEET CHECKED1 REVISED PEP CITY ENGINEERING Ar, BUDDING DEPT. J.OH. 9/18/9f, HARRIS-McMONAGIX ASSOC'IAT'ES, IN('. REDLINES ( qtr 21, `�p1 g JV H ENGINEERS-SURVEYORS STREET AND STORK! DRAINAGE 2 aF ; n ✓.�8 N�Q`A, DATE 12555 S.W. HALL BLVD. O TIGARD, OR 97223--6287 PLAN9 8376 SW Pf00 St REFER TO TRACING FOR LATEST REVISION EXPIRES JUNE 30th, 1997 7 10/96 F,IONE (503) 639•-.1453 F_ � i7 SIT 96-0042 _•_-----.__._._ .___ _ .__ ..-___._�_ 1nf10 IF THIS NOTICE APPEAR.R CLEARER THAN THE KT' 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFMMED 24X SD I�ili�i�i!i!i IIIIIII�I�I�I I�IIIIi�lllll I I�IlI�I�I!l�I� i�l�lll�i!i�',�111�rIPjI�I�l�i � 1�1�1(I�ill`I 1 (�Ilill�l�lll I I�f�l�l�i�tjl (�t���l'Oji�i! i�1�(�I��(>J�l ..���,�il�ljl�il 1110N MAGE N a+ tttlttn nttltitt tmlltttl�ntlntt'ttttimt tn1l14i1 tltil�ttl nitlr!tti !Illllminllllm tnllttnllmin�In��I!�Iii iiitli+n It�tluu'�Ilnllnitmllnn nnllln►Iuil+tllrtllulml I!nlln�rl+ttt ttttlttt nttlttt�t tntlmt uttlfttt t>!tilttrt�tnllllc ntlln�l IlIIlIII�t11 r I 0 �-+vaFF1REFE E � 4�r33. GN ET r ,,e: t82'� • I '"•E 5PA:E a R£5caos h_* DIsAD6.E✓ am+.:-`V r 'C G'C 5't✓.L b ��� X 2321.96 > ' FF - 233. 50 by �I K- - - K ,>� _ •� so�E a :m - U _ B 4REFER TO HANDRAIL 4 j _� 9 I 2.0% DETAIL FOR WALKWAI' I I �.-e -e_ ��.� + I' � �1-N_. '- za' d SLOPES GREATER THAN C-ES; "`-•E4 "413,`j �l / --- -- - _ 5x 0z _ eeo�_ .: ox a • - __ � •� --- �,1 FLP-•RE�J OSA /1'X1 CLEANOUT ,I 6 .� t.... _k a . _,b ► -- -� FF- 23,5. 50 - � � RIM 21 j� U REFER TO HANDRAIL a t+C.1.2, G' RT. ROAD 0 o 2.OR ' DETAIL FOR WALKWAY _ I "Cf Tkt.PPE INLET 6.0 Oi • ,x`63 ff d �61 f GRATE 233.24 ())))��y]��j. __J SLOPES GREATER THAN I 1 + T lI 576 . � I I�_�F,cam 1+751, 38' LT ROAD U`` 40.x{' OF i USA 0 MH � Ir - RI1, j233 Q �' � \ J ~ -1�_ ."E�!�.' �+� _„C'v� �.:e ��♦""S..L- R ! . !M! CA C GR►O�!FT 15-t 10L.1-N AOA v,4iEELUiAI\ IE RAMP _ M � _ _ a~o,�1�IG.aP QaQ�•�� O�GS 3s.5o FF - 2 3 7. 5 0 - .a1N;�'�«Y cLRf. r.', c�^'.i ,E5 TC DF SAW _ ` 0 .. A 6 \ EELCHAIR ,yo 2+53 0, 28' LT ROAD D N,:' gRCEE" �� -- S. s ,� exus+ � =o ��►-_ F F - �3 �. `,�� r- ec ^..�+�s-,a.�•e�� �s R�.r�►e ��••. ter' ►.K.�- ..a�;.:R�lLs N ADD VAN AC SSIBLE 90P1 TO THE NORMAL CN ONE 61':Er ADOVAHANDICAP P STALL SIGNS. ly:E�' �"'�5 . b' =� _ubs it'" cv Rh 2.36.32_ � � � 236.49 � - -- MAIL ONSITE CONSTRUCTION NOTES. _� 213' Of 8• fv �f , 1. THE CONTRACTOR / OymER SHALL CONTACT THE CITY OF TIGARD BUILDING AND ENGINEERING DEPTS 48 HOURS PRIOR TG COMMENCEMENT OF CONSTRUCTION. � r ' Of d' �3 7.49 :?. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE UNIFORM BUILDING AND / 13 - -- PLUMBING CODES AND THE CITY OF TIGARD STANDARDS. �'� a -� 239.21 /dM 3418. 28' LT. ROAD D 3. ALL ONSITE STORM DRAINAGE PIPE, INLETS AND FITTINSS SHALL CONFORM TO vX �' a TRAPPED INLET THE U.P.C. STANDARDS, UNLESS OTHERWISE NOTED. ()� `ORATE 1237.9 `o n 4. THE CONTRACTOR SHALL SUBMIT AN "AS-BUILT" STORM SEWER PLAN TO THE F ENGINEER UPON COMPLETION OF CONSTRUCTION. . ,�' I g + 239.53 5 ALL PIPE SHALL BE PVC, CONFORMING TO ASTM D 3034-88, TO WITHIN 5' ROAD D 4 +00 FROM THE PROPOSED BUILDINGS. , _ ! ev 6. GRANULAR MATERIAL SHALL BE USED FOP TRENCH BACKFILL IN PAVEMENT AREAS. - � 3+60.53�6+ 14.69 241.08 7. ALL ROOF AND FOOTING DRAIN LINES SHALL CONNECT To) THE UNDERGROUND STORM I rn 239,75 240'04 ' 41 4 DRAIN LINES. I I - / I C4 , ` ��I. 8. A HARD SURFACE PATCH IS REOUIRED TO BE PLACED ON TRENCHES WITHIN THF PUP_I . * I ;S 240.35 RIGHT-OF-WAYS AT THE END OF EACH DAY. p 240.30 �O 210'0)5. � 241. 0 �\ 0 240.20 �� 241.0 7 � 1 r 241.41 �p� *` 1 ` �! 240.64 o 241.14 r • S `s• ? 28•x26" CAST -IRON �S♦ 4.6. 0.T rR� ROAD D NOTE. TRAP DIpHINGED �� � GRATL WITH BICYCLE '. \ � U�SAW �H C'Y � ALL HANDICAP PARKING STALLS AND UNLOADING 4" MIN CLEAN-OUT BARS �` J` , ��P �� AREAS SHALL �4OT EXCEED A 2% CROSS SLOPE IN STREET STREET �J / 1 ANY DIRECTION, _ - .t 4 CAST-IRON 4,S'° BEND -1 �� // 2 ;,3. 50 4.3, 5 \/ 1 _ I241. 0 a D 7 .�I MIN } 1 W E F" ! CAST-IRON OUTLET 245, 0 24"X24" 10 GA. tiCAST-IRON c sly S sp �l___1-L_ 1_'LL.L 11� i OR 1• PLATT co COATED INSIDE "1 a�, KENO u 2(i 4U & OUT NTHC�, � S ASPHALT PAINT ',O S�;ALE \ 1 CAST-IRON TO TU STORM MAIN 1 STORM MAIN PIPE LFGEND MATERIAL COUPLING I.E. PER PLAN FF BUILDING FINISH FLOUR ELEV. 223,03 FINISH ASPHALT ELEVATION. TRAPPED INLET DETAIL TR APPEU STORM INLET (PER UPC ) NO SCALE • STORM MANHOLE STORM CLEAN-OUT EF�EI,�,E INFORMATION AND NOTES: - �PEp �� I DESIGN MC_11 1 CONSTRUCTION►Jrhl� l J \rr�'I �� ti � �• •• cCAL. -Lv, r C.4 RRI.� CSE Hcy USS' � y V/\ . `• ''N �' o� Ei?35 SIN OLESON RD, ;�11I'I'F; ,y( ' caw(; No 15, BH�Pf. ! TRACED ) 972233 PFA-S7R1 ( ---'�" T.C.M. F 0RTLAND, OREGON - AT PSTREET y I REVISED PER ':;7y cNGINEERING Ac BULIDING DEPT J O.H 9/18,, J' I�tE I'll"I CHECKED , _ , .� SkfE1 - REDLINES „k, ?�• ��1 ,,c,•,.,. �iARRIS McMnNNEERLEu ASSOCIATES, INE' _ _ � aa�� rrr 12555 S.W. HALL YOR STREET AND STORM DRAINAGE 3 RFS - �1EiS('RIPhpN r U e,P�R UATT: $ 0 H� rIrARC. OR 97223•-678-. PLAN 8376 SW PfFiMe St r tltth 199: _ Hl1NE '50'l) 639 . 453 _ - _._._._...._ ____ ___._,.__.._ .___----.._.....__ _. ._ i SIT 96.0042 4 of 10 IF THIS NOTICE APPEARS CLEARER THAN THF OUT- 7 1995 tX)CUMF,NT.THE DOCU!! I:NT IS OF MAR(ANAL QUALITY. MICROFILMED IjIlllilljlll I�I(lIIIIIII) !IIIIII�Ij1jl I IIIIIII�IIII,;�'tlllllillllli I I�rIrIIIT1;I I IIlji�i�!jfll 1 III;III�ijil► I III Jill illi gIIIIIIIIIIIIII 11f a� Mbc M aaM Nllilll lIIIIIII111IIIIl111!!!111!!!!1!!!1{IlIIIIIIIIIiI IIIIIIIII Ilil�lll!,! +!f!!!!)!IIllllli !lllbnil!!i !llllli !lIIIIII{IHlllliilllliilllli lililllil !lllli;i!liilthin inllilt'IllilNil Iil4lili) Itllllli Ilitlthjlllhlttil pUlilti(itfltll11111111!) 11111111 niillill�l i 240 240 240 P 240 230 '230PASTA - 0+75 NOTE: PN EIEV • 228.72 A.D. - -1.50 THE COVER OVER THE 10' PIPE BELOW IS K - 33.33 31.2' FROM FINISH ASPHALT GRADE. z THE CONTRACTOR SHALL TAKE APPROPRIATE ` MEASURES TO PROTECT THE PIPE UNTIL Z 3�i 235 235 � 235 235 " 235 THE SITE Is P 1VE0. 6'1 FROM BACK OF WALK al 225 225 EXISTING t 00* $ TO TOP OF SLOPE EXIST. GROUND p m t � �' + I N 4't FROM BACK Of WALK = •� GROUND N v v a o�ie + � - I N TO TOT' O� SLOPE ROAD A - p f PROFILE y - M a(�D N 0 ry nFINISHED I r.i K ,, FINISHED a 6 a� o 4� 8 � � � PROFILE A/C 3:1 GRADE L& C-u N N a c t. a `� a +W *, t GY ASS '0� 0AWIL1 - r/• 230 + +(3 2.30 230 +W 230 220 --------� �ion_ ___- 11e.o of swALE -,� 230 CLAS, ��� 230 qp Nov p� _ C1 N N N 0G - J� �/ �� I r 50 5TM. A + ��� EXISTING - -r - at SWALf �ATA00070D.LP. AT 001° �O 8AG>X + ^� GROUND EXIS PING 7 j'0 • �� 2+83.5 END SWALE g o d � ..._ USA /1, ANOUT u FINISHED A/C PROFILE 'a� GROUND oS AT 0.0150 1+85.5 S I.E. 221.82 'D x '10"" RIM t234 0 6. PROFILE CLASS VAq C1J` N1 Ft I.E. 229.34 225 � eA�(f�►, PROFILE a CONST. 3 x 5 GROUTED - eAr✓K �,/';(��• 1 225 L151 0+73 SWALE 6 ROCK EW TRANCE PAD 225 •0• 1 e 5 45' HOR12, Gt 12J 21 5 CONST. Yx 5' CROUTE0 WITH 3.500 P9 CONCRETE. 21 J g• 0+73 6 STM_A 22rJ CLASS L 1 (�3 X10 _BF.NO N 6 ROCK DISCHARGE PAD EXTEND PAD UP/ABOUND PTFE �6 - - -35. 9A r I q• ~ _0+00 BEGIN SWAI.E 3500 PSI l ONCRETF. E. 720.05 �� USA ( r , 1 -U+aO RD. B, 35.5' RT. 3?; 12 ! 5 '0 2+30.02 6.00' RT. ROAD A- ►A '1+' 0 1.E. 218.31 EXTEND PAD UP/AROUND PIPE RIM �3U CLEANOUT CLAS L _�� - `-0+00"T' `' '- jj 0+50, JS--Z RT. 4 I E. 210 40 BENp(JR12 55 •D' 9ACKf �0 1�,� USA 0010 Mh8� SA 171 USA / AN T I.E. 225.94 • I.E 1221.7 RIM t230.20 220 Gam' FILA ,•- -',.�--� 8 SANIf. Z2O RIM 1227.0 9ACK -'"�Z A I.E. t220.8 I.E. ?.22.11 21O I.E. 225.20 22O 220 > ' I I f 6' ?+30.02 6.00' R f ROAD A- ?+30 02i 8 00' RT A- II ."1�"_" 14A� p0 5+ . 6. LT. RZ� ()+ OO 1 00 2+00 3+ 00 'O+W aTbl. A USA 0010 MH L/ c / 1+28.S2, a.00' RT ROAD A USA /010 MH RIM 1227.0 I 6g.e 0 i0 w LITTER MH R,M 1227,0 WATER QUALITY SWALE 1E. 22211 1 AtUSA I.E. 222.11 SIM 1224.5 (PRIVATE FACILITY) 21 5 I E 219.23 12' 215 215 215 �.� �0 1 t Vn '_ + 00 7+33.6, 15' RT. PFAfTL.E• _ I E 218 80 8' OUT E. 0+15 ROA A0X85 04 t0.18' RT RO�+U A CAP 8' W/ THREADED PLUG S� ORM A USA MH 0010 DRILL 4" HOLE IN PLUG Al RIME221 d IF 215 70 RLL 2172841?1a 9b (PRIVATE STORM LINE) I E z1 s.Bao IN IN 210 210 0+00 1 4-00 2+00 0-+-00 1 +00 2400 ROAD A ROAD B (PRIVATE STORM LINE) (PRIVATE STORM LIN'') HIGH POINT ELEV - 240.92 HIGH POINT STA - 5+0512 PVI STA Is 5+12.50 245 PIA STA - 3t12.50 PV1 E'LEV - 241,22 PVI TV . 238,54 AD. - -3.34 245 A.D, • •- 16 K - 22.48 K - 34.1 5.00' vo--- 75.00' V', O� J1 0 0 240 240 mg; UJ N " A a W 235 0a +6 a 9 235 + tote 01 Q " " 235 'Z a. 1 00 r - 235 oar 000� 1. N CV Q Ng 230 EXISTING- S CLAcs rD ,ROUND 4 L EXISTING 9A +��230 ALL ( rpt PROFILE \ c) r4tL GROUND 1 ' O ca 2 JS 11 PROFILE \ ] a h , • ---� u oao 235 0 a oc FINISHED A/C `4 y5 m PFiOFILC 2 Or'. Arl(f1 "0 n ' ' 6 ASS #010 .► o FINISHED A/C ,..r--•"' + °� 225 CL 8A p(f�' 2 Z 5 + +�? PROiIL E 11 1.1< 0.0`,.._--�' RIM t 240.9 b r��* ---- L 3O � � _...--•--�"'-.�142•� �.✓'"^ I_E ?3!5.90 _ 230 D' OF Ir J A T 0.00711 CLASS S d`"LL , t o0�1- 1+751, 36' Lr. ROAD D p CIRCULAR TURN ---- AROUND PROFILE 220 220 �Z USA _010 MHr 04890, 6.00' LT ROAD C. A� HIAA 123s�' ' (STARTS/ENDS AT SAME POINT) z+30 02 6 00' RI ROAD A_- 1aA I.E. 228 80 _ _ 0+06, 6.0' LT. ROAD D 2 2 5 � , �- -.--- USA #010 MH 0- � Z RO t �" 725 RIM ±217.7 USA #010 MH ' �'-� C I LE. 222.70 RIM 3227.0 C I I.E. 222.11 1-( 15 2 0489-101, 6.00' LT. ROAD C- .j+OO 2400 1 +00 0♦00 L 0+06, F.0' LT. ROAD D I t - 220 use 0010 MN ROAD C RIM 1227.7 I►l 220 I.E. 222.70 i) 500 100 (PRIVATE STORM LINE) 1•+01Pz. ,CALF 215 215 0+00 1 +00 2+00 3+00 4+00 5 + 00 6+00 ROAD D (PRVATE STORM LINE) � P F f E:R--F�INFORMATION AND NOTES: ;,c ,I ,rJ .._..,...�..� .�. .._,_„��. _ .,_..._ .,_______._..w.._.,.,.-._ PR MCH CON�"I,Fcuk., �C�N SCALE O �I��j[An VfRI �ra�. Nc,l"FF 'o: CA RRIAGE HOUSE H2 3. SO.N RD, SUITE #C Ho,�l f'r TRACED •(JW l•"� I I ' '9g r T.(.M. PORTLAND, OREGON 97223 AT PTREED P�,,_sr�. FAFFLE S T t. REVISED PER GTY ENGINEERING rk BULIDiNG DEPT. J.O.H. 9/tR/9f I dR ,pN - CHECKED �_ REDLINES IiAk',S'-McMONAGLE ASSOCIATES, INC. -- ----..�-.- SHEET Q PTION APPR. DATE '4tr 2t 1941 ,� JO.H. S.W. ENGINEERSSURVEYORS STREET AND STORM DRAINAGE�iRrs 0 NPP` un�E 1255:5 S.W. HALL BLW. 4 8376 SW PfafNeSt REFER TO TRACING FOR LATEST REVISION _..... � ?�1n/96 TIGARD, OR 97223-6287 Rf L SSiT 96-0042 E N , PHONE: 639- 14535 of 10 OF Q V ...�......._.._- t IF THIS NOTICE APPEARS CLEARER THAN THE Mr 7 199P [N)CUMF.NT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED �Il�tllill ILII I III � I (I Ilt�l�l�l�l�l ! Illy Jill I111 t I�I�!�i�I�I�i t C1fIT!1111111 illIIIIIIII11 (p1IJ�1�1;i�1 ! 111Jill Jill ii 11111111ilci VAN 0 CRM 11111 i�ilntt t►Itlutt ulll+itt Ittillll►!uultttt tut{nl! Itnlnit 1utltttt illllinlhnlliill Inlltnllnnhln�inllitll nnhlnlililllln unlnn ILII{Iln t!1'hllltnit x111111, 1 tlldll+t ititl�ttt tntht+ nttltttt ttpltn, 'rtthtit ttttlutt t�t111t1t uit{Iltt�llllltil) 11 M n O i � I I 0+00 M,H. A-I M j _ no US.A.. 0010 I � I o RIM-221.8 1 a + N� --- __ -- - ---- --= Q y j f33.5' ONNECT TO .0 n + XIST MH. STUB _ 00 S.W. PFAFFLE ST 8' PVC STUB OUT 5 OF 8 8c PIUG - c t +• 36.93' 0.0040 FOR FUTURE CONNECT1Gr1 0 'n & • -- a+ao f...N, S, Ij,NG a.0" LIN �.«�o , I.E. 208.79_\i, y.�, 240 of o6 t M 240 EAST 5=0.0039 � 38.53'" • DUST. M -------- II --- -r PUBLIC - ,. u C�A`D�' CSC F 0- .�,i CONSTRUCT MHS o r� BA' - U.S.A. #010 RIM--222.3 < N I Y I.E. 208.57 OUT m ` ar �, N A �✓ S I.E. 208-77 IN :- �W t� p 0 �. I I a rn o+;F POOL M 30 -- �►-----ll % 60 93 I 230 0 $ _ rI L_ I o ♦ + r, .c _ a •c 230 ". p P p0 REC. RMLJ �z 0 I $ Z I � � �. I _1---- �� � _ �:,�,•P GAF oo W � a " , �, i LAJ 4 1 00 I `J 2+04.8 M.H. B-1 h L LJ 220 SS (,t5\V Irk 220 U.S.A. #010 `- P 0P v 1 RIM-228.1 �_' 2 E � N i (;GRACE I j CL 51 — 204.8' 8' P V.C. A __..�•- �•�14 � �-��-- Aye LINE A Oflb k(iA`. 7+J40, RUAp A+ — •,� L LINE 8 N , 0+00 RUAL- •00 ROADS 0 i < -0+00 LINE 8 'PRI i'A1E)r� -- U.S.A. #010 E I 1 C _ _ ._I.. 210 ARAB RIM-22�9_'•�°_ CONSTRUCT M (JVER — .. ----•---- � �E EXIST u►+t, INSERT NEw I, Ill llI11111ii11111111111111 210 11111_.. t ► i. _.._.-------- 5J 1C0 1 O PIPE ANO SHAPE CHANNEL HORZ SCALE —'7— I� l„�/"1[� l u'�j N TO DRAIN TO Ex7ST1NG PIPE. 7 1 y2 I I r�y I W cv G CUT OPEN TOP OF Ex1ST �_ 4(�'. J l_ __.__ 2+62 1 RI ('' RPE TO MEET NEN l>1MINEl I I 16' _____, __ _ a z 1 __._ _ - _ _ D .1J I ( 1 - 1+00 2+00 3+00 4+00 5+00 a+oo I 2 201 1 �T l 1_. J (-- 1 SANITARY SEWER CONSTRUCTION NOTES: 0 08 °D J �.__ _lt� Ir 235 ix8' 235 1 ALL CONSTR „TION MATERIALS, AND METHODS SHALL COWFORM TO THE CITY ►- ! �• —I it OF TIGARp AND UPC STANDARDS. Nti) .91N - - -�. 2. ALL TRENCHES SHALL BE BACKFILLED AT THE END OF EACH DAY. A HARD = o r`< + Y Z ) SURFACE PATCH IS REQUIRED TO BE PLACED ON TREN ;9 HES WITHIN THE 1 (14 " Tom PUBLIC RIGHT OF WAYS AT THE END OF EACH DAY. "T'O H I Ex15T1Ni; r r 4 N Z. THE CONTRACTOR SHALL NOTIFY THE CITY Of TIG.ARD PRIOR TO COMMENCING 230 GROUND \ +�t/i � o;,i a� 23( PROF" f. �cv �� N N . ANY WORK. + + � 4. BACKFILL IN PAVEMENT AREAS SHALL CONSIST OF COMPACTED GRANULAR MATERIAL 1,164, ALL BACKFILL ON PUBLIC LINES OR LINES WITHIN THE PUBLIC WAY SHALL BE PROFILE° A/C -� � 99 COMPACTED TO 90% OF AA5HT0 T- .._, AND WILL BE TESTED ,�'. / `•. _ -I- / 5. CONTRACTOR SHALL SUBMIT A PLAN TO THE LNGINEER SHOWING THE "AS-BUIL.T" 225 CLASS "D" II 225 LE NQ LATERAL LOCATIONS. ' BACKFILL O EXISTING MANHOLE � "�I ^`- ) 6. SERVICE LATERALS SHALT. BE CONSTRUCTED AT A MINIMUM GRADE OF 7% AND A f -~-----) _._/ MAXIMUM GRADE OF 100% (45'), UNLESS OTHERWISE APPROVED BY T► ENGINEER. N O.OTg • MANHOLE TO 9E CONSTRUCTED -- -- -L- 7 ALE. SERVICE LATERALS SHALL BE 6 IN DIAMETER. w �, \ 6+04 3 M.H. A-4220 8 0 2.20 �J U.S.A. #010 vRIM-240.1 o LINE A o 40 80 U S.A. #010 R�)A Ci [� s.� �. C� q S(ALE Rlld-2 38 1 _ 'IN �9• 215 �� 215 3+00 2+00 1 + 00 0+00 N / 40' • ' S PFrFR(-NCE INFORMATION .AND NOTES p PAOyr �1ESIGN MCH CONSTRUCTION � � 1� SCALE � �� , FF�r,� J.O.H. . . ARf�IA � f,l�L _A5.SHOD, . `� 8235 SW OLFSUN RD, SUI Cir #t, nwc. No. PORTLAND, OREGON 97223 AT PROAD - PFA-SAN - REVISED PEP CITY ENGINEERING Ac 8UUJING DEPT. ) "M 9/1H/1f, OR GC CHECkFf — I+FrT REDLINES JC ,� HARRIS hIcMONAGLE ASSOCIATES, INC. k' r ?1 �9N1 g ENGINEERS-SURVEYORS SANITARY SEWER 5 S RIPTIO SI;H. APF, pAT �4Zr� 0. fA DATE 12555 S.W. HALE. BLVD. THONE: 5R 97223--6253 PLAN PROFILE 9 Prune St REFER TO IRA�:ING FOR LATEST REVISION 1 xP°I s JUNE 30th. 1997 71101196 PHONE: (503) 639-3 53 sit ss cW Pf _ _. ,.._ 42 6or1G IF THIS NOTICE APPEARS CLEARER THAN THE OUT 7 1998 DOCUMENT,THE DOCUMENT IS OF MARC;INAI.QUAIATI . MICROFILMED 11i1i�il 11111111"1111 MW 0 I�I�I�lii�i�l I f�l�I�I�I�I�I� I;I�i�i�l�lil I I�1�t;11i 1�1 l�I�I�I�I�I�i ! l�I�i�l�l�l�I ! I�I�I�Iil�l l l�1��11�1�1�1� if I�III�I�l01 i�i�l�iil�l�l� arI �4 f it�ltiil liiil�iii �i;ill��tiil��lil►�l►ililui� nlli�la Ilnlnll u1111n1 IIIIlll11 Inilinl ullinnlnll!!111 Inlinll Imhllllnm1111 nn�na IIIr11111 en►Ilul 11H�u1�Illilml ullhln I11111H1 Iirtl1Is;1I 11b11� �I I 11,lott II1n�1►I� �nrillli IrIh;1I �a�ll�rl nn!;N��II r I � n --" cw -- --- ON SITE WATERWORKS CONSTRUCTION NOTES: a _ NOTE: - - b.lw Pf AFFLE STREE I TUALATIN VALLEY WATER DISTRICT HAS INDICATED T?iAT THEY well- BE 1. THE CIfY OF TIGARD BUILDING DEPT. SHALL BE NOTIFIED 24 HOURS PRIOR TO 8k INTOE PROPOSED 8" MAIN -w _, Al COMMENCING CONSTRUCTION. " ' , --� -•- -• � REPLACING THE EXISTING SIX INCH MAIN IN PF AFFLE •BOAC NTH A LK., f _ _ 2Q -� �,I,Q EXISTING 6'-D.I.P. _ _ _ _ �� �_ T_1 1 / r� �� INCH MAIN. CONTACT STU DAVIS Al T.V W.D. FOR DETAILS. 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO AWNIA AND UPC Si ANUARUS. -- - I 8 X 4» MFM_ _--MCT lI MFTFR TO BE REPLACED ! _--- -- 3 _IN yAU�L ETaIgC ..,._ -, --- - - _. _. .__ ALL WORK SHALL BE INSPECTED BY THE CITY OF TIGARD. -7- OF _ _._._ THE CONTRACTOR SHALL COORDINATE THE TIMING OF THE INSTALLATION OF THE WATERWORKS IMPROVEMENTS SERVING TI;L SITE TO COINCIDE I900 BEND , .594 8" WITH THE MAINLINE CONSTRUCTION BY T.V W.D. 4. CONCRETE THRUST BLOCKS WITH AT I-EAST 4 SQ. FT. OF BEARING AREA SHALL 9E POURED AT EACH BF_ND, TEE, AND BLOWOFF LOCATION; AGAINST UNDISTURBEE) SOIL_ DOU _E CHECK V VE ASSY, -� 5° BEN y� G\ O IN VAI;�p- - TpQ ��1�� 8» 11______.. 5. ALL MAINS SHALL BE TESTED AT 150 PSI FOR ONE HOUR WITH A MAXIMUM LOSS OF 1 45° BENp POOL ;TREE T SIDE f USTOMI R %im 5 PSI. ALL LATERALS SHALL BE TESTED PER UPC STANDARDS. �-' 1 6 O.S.H.D. BACTERIOLOGICAL TESTS ARE REUJIRED. SAMPLES ,MLI. BE TAKEN BY i ! 1 P r`� • J R . u • crus r Irr..•.ry i"'4'�!_------ 1 w»utr w:a'. Ir.r, ' s on MfwMl B _ wL.w M .u�, . .,v %A, ru THE CITY OF TIGARD. IAM .•111+.•./ '.M'11 V is, .&,11 1 RIl1 IM r M V '�••� r ut"•aftooAU 1 mdm• 4'MWA WIN r•r'1 .• I t"A1.1 ewe 10 R, Y MAI C,rM CONTRACTOR SHALL SUBMIT A PLAN TO THE ENGINEER SHOWING THE "AS-BUILT" REC. RM �� uft - •'wrl rr14 rr.rlG■11• I Aft, R'Y14 NIIN r•.. , r ,alu ,u 1 r,t.rt ,c cu I 4•,{GrV4K1.41111 . . LINE/LATERAL LOCATIONS. f >k . 1' J) ._`y^, ._«_ " .�•.. , ' •.{ r/l r..WIG J � I _ � ' •. _ \ 1 I I �/,-�. � • _._.-. , � , ' M• 111 rI 7 � 11 IG Ir , •� 1 • K' ww Y l �; ,;';,;". 'l PUBLIC �(PFAFFLE ROAD) WATERWORKS NOTES: LL•r. •'- • • ,41W,,n/w•orat ALL MA rERIALS AND WORKMANSHIP SHALL COMPLY WITH A.W.W.A. AND TUALATiN C , I tr•r11a tell ,.r ..• �. ©- rM•TIMI tr•f,. y,l .. I •» VALLEY WATER DISTRICT STANDARDS. I LVW V•r•17t IRU W'[,r' im srr • .•..•A AAmmorp-,"'/■' "' ti,,. ...1.,,, - - -�-- - 2 THE DISTRICT SHALL BE NOTIFIED PRIOR TO COMMENCING CONSTRUCTION. - •- • .d �•, -J PLANa . ".. : ,., ..Q _ ♦ _ .. ., yr v.0 3. All WORK SHALL BE INSPECTED AND APPROVED BY THE DISTRICT. 3 67 to R(_)H L ) i858 �.1.. R„ 4 PIPE SHALL BE TYTON JOINT, CEMENT LINED DUCTILE IRON, CLASS #52, afiN,. h • .r1 OWN r11r•1 » o 2.2402 ROAD A• CONFORMING TO A.W,W.A. C-151. ALL FITTINGS SHALL CONFORM TO A.W.W.A. d+W rNJWb b Er = � � { (� iI NOTES' � � C-110, CLASS 750 CAST IRON, fr•al rlh r1i YAM• 'a«t' ASSY. fC 0 A B I•=•' � 406 5. CONCRETE THRUST BLOCKS WITH AT LEAST 8 SQUARE FEET OF BEARING AREA , ,ac. .•,• wr•tr 1 rl' .0 ,u. .rra.r/ r.tr - 1 • rtlrlr r••N•s rrr rt rr l■a,+w. « SHALL BE POURED AT EACH BEND, TEE AND BLOW OFF LOCATION. rt_ _.,. _� I � � l 'l: ! -1 -- __ j-J sm...Is�"'"`"" /' fOi'wq •`'"' 6. ALL MAINS ­CALL HAVE A MINIMUM F 3 INCHES F 4" r l •.n 1 wll 1 .-__._�.__.___- _. I �,' • .......... .. 0 6 CES 0 3/ (-) ROCK COVER. t--- � I lLJ " T_ _ - 7. ALL SANITARY SEWER LINES LESS THAN 10 FEET LATERALLY R FEET ► � -�Z_ J-1 � VERTICALLY OF WATER LiNES SHALL BE ENCASED IN CONCRETE 6" THICK ° C3 > "�� r -1 l ELEVATION uE+ elfin Valley Hlcr 11i�ltric't WITHIN 10 FEET OF THE CROSSING OR USE C-900 P.V.0 OR DUCTILE -I D'■ { Y1 Y MCT YC1TN OctAlL IRON PIPE. -� L 1-T _ IIY tUNrNA1TANI _ 8. HYDROSTATIC TESTING SHALL. BE PREFORMED IN CONFORMANCE WITH DISTRICT 4=:'� STANDARDS. O.S.H.D. BACTERIALOGICAL TESTS ARE REQUIRED. SAMPLES WILL BE TAKEN BY THE DISTRICT. ____- t• _ --7--.- I..1 Ij 1 llllll` 'Y, %i �i,'�"�. cx � re MAR. SIDEWALK ADJACENT TO CURBVOL_ _ ��. t-_.r�._� ,. •,., _ BEARING AREA F THREIST 'N CU 'D , (VC - CAD 0 NRUS BLOCKS ,M S0. �T. IN cu gas. tvrRTiCA' '`'1'`'E 0 45' 22 lit' 1-1 1_/sem IttING >fCND A�+ •' 90' BEND G � ` ;0• MIN 3, L,Iy tt ` SIDENIAL1c BEND BI-N7 BEND "7E 4�: 22.5' i12S' 04 069 6• MAA BREAK _ANGE i a :E9 10 ' ^ + �` A� qty,. •�; -,V b z01 e {.0 2? lI : c b ?� 1.0 a« 0 7.1 is 2.0 1.0 8 RETAINER GLANDS '�.�;::a. ` 12 11.3 16.a H 7 4 4 _22 9.5 3.2 1.3 . r2) REDu1REC E av 16 201 .284 :5 4 8 / -! ` ) I 4Rcu FT NIK POCKET �► ?0 31 , 444 24C 12 3 3.9 tb 14.9 =.� -LEGEND 1�__ `-1 +1.>�- ----� I "iN T�ANDARD COLLAR ' t, 6' rAVILE IFICN 1"PE 24 S 2 643 346 1.. f a RUST Bt DCX s . . /A.-IAZ RASED ON 200 PS: WATER � \ \ SEE DE'All •+0 ?00� � \ \ r•tss14tt Arr7 Boot Sr saTL 4tARtac 6' '1[;AIUG RC'AINCR FIRE HYDRANT ASSEMBLY- TO BE INSTALLEDNO\ Vra :8' MIN GLAND (EIAA IRAN) Y✓ R C) � Ct7NCR='E PIER 6' ATE vALYC �4' MAX FOR VALVE AND CUNNEC Tii:/, REF FR TO DETAIL NO 101 r; ■ b fLG TEr. FIRE HYDRANT -- EXISTING � �`` ""- �_ -�� �� 1 ' 'CC Nt TC qct. 1 rl _... a F.H. ASSY ; ''', � 1NRVYT et x• Q WATER METER IN VAULT 810- 784 � j_. � 6' MAAX•iRCAK ILANGE SIDE' .IALK v/ITH PLANTER I • y ' `X, r �e1 11 STRIP AT CURS =g• DO..BLE CHECK DETECTOR ASSEMBLY IN VAULT 687-WA ,I� apt ;, ;fi: :i" z•• MAX. I BEND TEE VERTICAL BEND -we".H '►. MANHOLE c, \ \, •a >ctL Si7f traLDt4r''+ i ?'/ ,DtvAt r- t A• »A'+ iIIEA« �I A•, ` 4' I?' 46 30' INLET \ DRAIN `LICK I+pCKft -1 4 CV T ►Ilk / t C•,i , ± 1 IIP ►f' \/ DU:TILE IR13N PiPE I) t 'l( fi • t r• ~ '�M \ NO t I ' , , %'t/ 1, CC•)CWtTC BLOCKING '7 IT otl(AI[D AGAINST r . ,R[f) t•a { UNDiSTUNBCD rARTN 01 ALl fONCR[iC TO IC CLA / \� i✓� '\ � _ - --..._ _.• � _ 5S .7001 / _ ..r.»rn++. ._..\ • `v i ..1' >'"' 1) INSTALL. iP NIL 'DIAL tHICRWIS �+ETHEW Y►1[Ct ' i ' ,s. NOTES, STRADDLE BLOCK 4o"D tit•iNG StCURr SN[Et thb% TO 04CVtNT W E �� � � 1NfiL•RA1toN rs WIT ICtv[EN S"C[f AND olv►' +n `+t.F DE iAfl No 200 I I111W1, WiIO,I TO P0.11►INIG TNRUft ILttt�lk„ \ t fit nNISi t0 EXISTINGKj 1Ai OI ULE IAYct•Nl Litvt. 6' Mr.GAt 1G RETAINER R rU� :Ift rI4 StIC USE A KJ fAM1NG tL[tvr 41 "01tt t MCNANiCAL JMNI fUL1 OVERS AND Gt.ANU 'TBAA ipDN1 NO OBSTIhICTMNS Wit4IN I ft Or FIRE o fDRANr room CDNC*ttc VITN ICINNO AR'I roRNS AN, \T -- - -_--CONCRETE Ri£R v ►OL rt tN[NF SNC[TIN4 SIC •Iptt No C,t \ • I BLOCK � f DETAIL No -----•-------....'�+ FIRE HYDRANT FIRE HYDRANT of r'''` --- 1tilult+tinvRlle wRt�rCnRtrlct ON DEAD END LINE 102 1'uniEllnvelle 111IterMrtr►�t STAN RD INT -___y_ - -�___ _ THRUST $COCCI DrIAI�Ne Ne _ _ ( ____ ___ _z----_ -?- _ DA ALLAtioN 101 �MU.,.��pv.l,f . .; ,tet 1{ DETAILS 20 J _. 0 40 F'o SCALE REFERENCE INFORMATION AND NOTES: DESIGN MCH CONSTRUCTION RRIAsc�1 E ° PRO DESIGN , • < < T CA GE 1. 40' N 8235 SW OLESON RD, SUITE #C DWG. NO, 15, B nE r T "`'ED w PORTLAND, OREGON 9723 AT FSTREET PFA--W'A r I If PEP I T T pl_11LDING AIS'D EN�,INEf p,N1 , I 0 EGON CIiFCKFD SHf.E1' l r , • IIAI?I�I. � INC._ -- LINA('i.F' A� (' .ATI'~� FNC.INLI1 :, WATERWORKS FREV iPTIQN i SUB 1 I+Pf'R UATLp` 1�55'� S W II+U i 9Lti'r' P St D/�fE- 11UAF0, rJk � 316 SW Ptaft PLAN - ,Ii gs-0041 RF F ER TO TRACING FOR LATEST REVISION EXPIRESJUNE }stn, 1e97 ' ��� "` 1a` i 7 of 10 IF THIS NOTICE APPEARS CLEARER THAN TNF. 0GT` 7 1998 DOCUMENT,THF.DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED ��I�I�illll��t��l(I�IjI���! Ill�l�l�l�l�l I f�IIIJi�lll�l I�Ill�ijl�l(! � r�r�r�'ft�i�l I Ifil��l���l�f ,� Ill�tl��ll I i�l�l�l��jl jig ,Nat am a CHH* IIl�ttll IIII�IIII Illtlliltlllttltl- lY4lll'I►tt�ulllnli tliiitlil iiilllln 1llflnll nnllili nllllilllllll�iln Inllnil Inlinillflillllll InlMnn{iIIIIIIIIIIiIIIInIillliltlllilHl�ll11 IltiIi111 IHiI1fi1 Itllliilt it{Ilitil tiilliitl iiNltil)ltilltlii lliiliNC illtllill IINIi1y IT i YtA] 33 LAJ _ I 4 s I*7�-�-1 c-_i - -- --_- --_ _�_ HYDRO-SEED AND ESTABLISH 1 VEGETATION TO PREVENT EROSION. y a N I L.-.0+00 '-NORM A-URE- EXISTING GROUND STRIPE R/W I I I I t3+09, 7.0' RT. 83rd. I ��, V' CONNECT TO EX. MANHOLE --\- --- - NORTH ' 5 R/W DEDICATION I r- ' I /v J - i � B 0' WIDE PEDESTRIAN 20' �- - 13' AND PUBLIC unLITY ESMT w E ± `� i c?.x `J''t (VARIES) 8't (v,ARIES) 12'1 (VARIES) I x J NOTE: THE CONTRACTOR SHALL CONTACT THE -- i 5 >- I CITY INSPECTOR AND THE ENGINEER PRIOR TO - 6. Q 3 j3 - �- -- SETTING-UP THE PFAFFLE ROAQ CURB LO" OvERLAT 2,5' U\1RLAY 15' OVERLAY CURB--.. 4/W 3 I�20� STRINGLINE FOR CHECKING AND - _ J 2% to 5X-� I / 2z r0 3z 2 0- ---7� p wAT�R pUAlll'Y - rSwAiE ::_�L� I lo S - 1 _ - - - _ � _ _ -- I F LSI TC,H GRADIN\3 DETAIL POSSIBLE ADJUSTMENT, 24 HOURS �X`-P - - , _ _ 4 STD. CURB I PRIOR TO THE CONCRETE PLACEMENT. _ Ex. E.P. _ �- --- --- `- I + NO - -- - _ ` __ - - - - - _. _ _ _ k GUTTER c cYl -' x I /J SCALE EXISTING PAVEMENT I ' 3`� C I SECTION .. v) I ! I ( 4" CLASS B ASPHALTIC CONCRETE x C ( ,!()TE: ALL PVMT. OVERLAY 'SHAT L BE 3" 3/4"(-' LEVELING ROCK LAJ 12 I ! ! i C_LHSS "C" ASPHAL TIC CONCRETE " 1 -1/2" 40 so (-) BASE ROCK `il'ALI: L I ! f ! �-- --- - ---- - -- I I T^ TYPICAL HALF - STREET SECTION I 6 I SW PFAFFLE S 1REE_ T I 1+66.1 STORM A-UNE- ( I NO SCALE 1+43, 7.0' RT. 83rd. La I ! USA MH #010 I I � I � 3 6 3� � I I I I� it !� L I -- PFAFFLE STREET CONSTRUCTION NOTES:I� `` o (� EX hATERLINE NOTE: I I I I 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO APPLICABLE SECTIONS OF THE CITY OF TIGARD STANDARD CONSTRUCTION THE DEVELOPER SHALL BE RESPONSIBLE i3 ,rn ( I C FOR THE UNDERGROUNFR.-ING OF THE OVER-HEAD I N I� INSERT 10' PIPE TH FF U EX. 0+00 PFALE= PFAFFLE STREL . T SPECIFICATION AND DRAWINGS. UTILITIES ALONG THE ONTAGE. OF THE I ! INLET WALL. SEAL / NON SHRINKING GROUT. 7+26.37 ROAD A SITE, TO 11NE LOCATION DETERMINES) BY THE UTILITY EX PGE POLE MATH COBRA r ..� I GRATE' ±221.4, EX. �E 1219.6 I � OVERLAY F.G ±221 86-- 2, UNDERGROUND UTILITY COMPANIES SHALL BE NOTIFIED FOR THEIR COMPANIES HEAD STREET LIGHT I MAINTLUWLRAIN NEW PIPE I.E. IF POSSIBLE -._ RESPECTIVE FIELD LOCATIONS. THE CONTRACTOR MUST COMPLY WITH O.R.S. Z+oO/STORM \ MAINTNN A 18��1 __ -_. __ _ _. _ - - t AI3 ON GRADE D/w 757.541 - 571. ArrIANE TEF I kLFER TO C.O.T. DETAIL- EX. PGE PULE K11M IUEjRA m f '�`" _J 10" INTO 12' �--- - -- - - --- -- EX :URS - _ 138-8' OF 10' HEAD STREET UGH1 _ _ 5+86.37, 20' RT , P.0 7+66.37, 20 RT., P.T 3, THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL SIGNING PLAN APPROVAL FROM 7+2Z`164 Pr�rr� - _.-.._. _ _ _ ....---- -• T.C. 221.72 I 5+73, BEGIN 3�1 PWT. o+a, e3-o• C-9W P.v.C. ABAND CULVERT. PUMP PIPE FULL uoNoul>♦Ic cuae T•C. 222.12 THE CITY OF TIGARD PRIOR TO COMMENCING CONSTRUCTION IN PFAFFLE STREET AND ' TAPER AT Ex. D/w 20� _ _ 7+36, 16' RTS F?FI1FF'�E�o•� Rojo .I A7 t0.t?tt , PFAFFLE STREET I 83rd AVENUE. THE CITY INSPECTOR (LETHA THOMAS 639-4171) SHALL BE NOTIFIED �4 HOURS . _ - - - - - _ QF EM' I ,GROAT. Ix C,'L STPIPE 1.5' LIP w/ DRIVEWAY k w •. x, yc�. ). - «o0 3+23.8 STORM A-UNE �.ao - e.r•t - - ' 3.150- - - lo,00 tV. a � _ -- --- -- _ _ _ �_. _-- _ -- _4+15, 1 RT _. _. _. _0+2 9_� Rt. _._ _., - .r 4 -�- } S,0 n BEFORE COMMENCING CONSTRUCTION. E_x�E USA AIFI NOTQ _ USIA /! 0 W/�NRZILF� f � `.IQEWALK cy, SIDEW 1 _ _ _ END PV�IT. TAPER , EXIST LITH ->�; -- 1 FLu� �� -�- r. _ lL" ' " �ir' ',� _L Z G; 222.-25 A. `� /" 4. THE CONTRACTOR SHALL PROVIDE EROSION/SEDIMENTATION CONTROL MEASURES f FLOW Ix w ------- - FLOW E x �. Mr � . .1+`T ��W���TT- _' OF UITCN GRA 1 U � �JR . � ROAD � _76.O'x 70.0' ESMT A:a REQUIRED. -� 5 0 , 13EaN Al) ABANDON CULVERT. PUMP PIPE TOLL .� - C.O.T. STD. M QED� l7RET'- PEDESTRIAN- DTII_. F'f f0 ' / 2� Or CLASS 100 ROCK RIP-RAP CHAIR RAMP. T.C. 222.15 RT C.O.T. STD. MMEEL 5, ALL STORM PIPE SHALL BE P /C UR 3U34, UNLESS OTHERWISE NOTED OR EQUAL. of IwA�� coN.,>2En. GRCk.IT. 5+67.4, 2o'Rr BL REM +02.3, 20' RT.-' 0+38.40, 15. T.C. 222.3fi LT. CHAIR RAMP. AS DETERMINED BY THE CITI AND ENCINEEK. `�+84.8, 20' RT. USA /170 0/S INLI.T. BEOW PAv'T TAPER 8+10, 22' RT. P.C.C., T.C. 21 Q / INSTALL STOP SIGN 'END PAV'T TAPER „5,,11 ,.rtnp;�IR/yy p UICATION END CURB AND SIDEWAL USA X1420 DITCH INLET 0+64.94, 20.52' � 0+41 90, 15.21' LT. BEGIN CURH AND SIDEWAI K IIND OVERLAY TEE INTO 15 0TH 7.0' P.T., T.C. 222.70 Q P.C., T C 222.'71 6, ROCK BACKFILL SHALL BE PLACED IN ALL TRENCHES WITHIN THE PULIC. RIGHT-OF-WAY. BEGIN STREET OVERLAY uaNrrti ow a,�zt ` +26.37 C/l OF P.C.C. I.0 227 .U) OF 1:". T C 221.21 - SLAB 0dv GRADE D/w. 3 [r' ;_ R•� RETURN C THE BACKFILL SHALL BE COMPACTED TO 92% OF AASHTO T-99 DENSITY. DENSITY TESTS REFER TO C O.T. DETAIL RETURN A RE TURN B 0 A - 85'24'53" 1 r G - 74'41'26' k r R - 2500, SHALL BE SUBMITTED TO LE .HA THOMAS AT THE CITY. REFER tO ONSITE PLAN", NOTE: o - 10576'54" L - 37.27' R - 25.00' R N 10,00' 7. A HARD SURFACE PATCH IS REQUIRED TO BE PLACED ON TRENCHES WITHIN THE PUBLIC i RE-STRIPE 4" WHITE FOG LINE IN L � 32.59' L 18.38' � ,/ T.C. #1� 222.+.8 i; THE EXISTING LOCATION (+/-8' FROM C/'L) T.C. �2- 222.27 RIGHT-OF-WAYS A T THE END OF EACH DAY. MATCHING THE EX, FOG LINE AT T.0 #1- 221.79 T.C. #1- 222.43 / 5+84 AND 8+02, DO NOT STRIPE T.C. /12- 221.93 T.C. AI?- 222.52 T.C. X13- 222.13 PVA STA = 4+80 FROM 6+86 TO 7+88 (INTERSECTION) T.0 #3- 222.17 T.C. N3- 222.61 I PVI ILEV 210.511 ALL STRIPPING SHALL CONFORM TO M.U.T C.D /CITY STANDARD PLANS AND SPECIFICATIONS A.D. -1.91 CONTRACTOR SHALL RE-STRIPE ALL. PFAFFLE STREET MARKINGS K - 31.53 WATCH ARE DISTURBED DURING CONSTRUCTION. PFAFFLE STREET INTERSECTION DETI AIL 80.00' VC z 2 228 8 � � � � KM + r 8� 2 A. r c� + v W 224 a- FINISH TOP OF CURB PHO-ILE Q E x CA STRIPE PROF' E m a, 0.50%. � _ _ �+ 0+19. 7.0' RT. 83rd= 0,507: _ - _ I DITCH FLUYMLINE 220 �1• ST4RM l z N _ EX. DITCH + u n IEE90 2 INTO i 220 I.E. 214.82 12" 185' OF DITCH GRADIN CLASS "B" LzACKFILL CLASS "B" BACKFILL rl� S 10.0080 I I.E. 1214.9 10' 1t� � E xI�;T � iI t N, I . r , 2 OF CLASS 100 ROCK RIP--RAP QA S.3 " 81.4' OE 15" PVC DR 3034, 9400, FEND DITCH GRADING 2! t� i' _\ 146.3' Cf 12" PVC OR 3034 AT 0.0050 --- AT 0. 5 137 7' 8+15, 15' RT, 216 `- 00 72'* c� - 13+09. 7,0' RT. 83rd. 5+87.4, 20'RT. L USA 10 MANHOLE _ p�R q * - O+OU STORM a- IJNE- _ USA 70 0 S INLET. 8+10, 22 RT. RIM #2220 (-)0+15, 7.U' RT. 83rd• =035 AT BqCCONNECT TO EX. ►IANHOLF / US20 DITCH INLET _-- LE. ?16.31 1+33.8, 15' RT. PFAFFLE• -_� o,n�Qo KF<<� RIM 1210.0 T.C. 221.23 ; 3+23.8 STORM A-LINE I.E. ?.15.83 GRATE 1211.70 (DITCH I.E.) � � 7+33.6, 15' RT. PFAFFLE- I.E. 217.0 12' Our 212 u5A MH �It11u LE 1..01.0 OUT (vERIFY 3+23.8 STORM A-UNE TEE INTO 15" WIT>i 7.0' 2217 \_ I.E. 206.00 Try SOUTH '1 212 I.E.RlMLE. 215.70 OUT 166 7, USA H 10-- OF t? RIMt221.6 NOTE: I.E. 215.90 IN `'� _ � 1?• I I.E.. 215 70 OUT THE MANHOLE ABOVE WAS DESIGNED AT' 6' FROM RIM TO INVERT °� Orr !I I.E. 215.90 IN TO ALLOW THE STORM LINE TO CROSS ABOVE THE SANITARY 1+43 7.G' RT, 93rd. 4� I! SEWER LATERALS, AND BELOW THE WATER SERVICES IN 83rd. 7+68.1 STORM_ A.-LINEN A2-.`0 � ! ! _ �I UPSTREAM CONNECTING PIPES IN PFAFFLE ROAD MAY uS� MH #010 �� I HAVE 'VERTICAL CONFLICTS WITH GAS, SEWER, UTILITIES, AND RIM 1216.4 WATERLINES. THE CONTRACTOR MUST POTHOLE/EVAULATIE E. 211.40 OUT _ h ( 4 +80 64-00 64-80 8 4 ,M) 8 + 80 10-+•00 I.E. 211.60 IN fk 7? ALL OF THE CROS51Nl, POINTS IN 83rd AND PFAFFLE ROAD `�- - - TO ENSURE THAT THE STORM SYSTEM CAN BE INSTALLED, AS SHOu,N, CIA, PFAFFLE STREET P R 0 F� I L L ( PUBLIC ) BEFORE STARTING IPJSTALLATION WORK. 0+00 1 +20 4 +00 3+ 20 4+00 STORM DRA, Ii ,! A---LINE/83rd PROFILE ( PUBLIC ) DESIGN MG�-� CONSTRUCTION i sc�ALE ,-�4 trI r t L. �Ar-E INFORMATION AND NOTES: D PRUfF,p �/A ��IA �� �"��US�' Nt?RZ t"a4C1, a� i N % E3235 SW oLESON RU, SUITE #c DwG. No. .N.98 P TRACE M PORTLAND, M,'GON 97223 AT PSTREET PFA -PFA I / SHEET I >; F r� .FE CITY of TI!:ARU ENGRJF'Epw- DEPT. E c" CHECKED HARRIS-� eMONAGLE ASSOGI i-I'ES, INC -M-h' i PJ 0 H ENGINEERS -SURVEYORS ' 7 1"555 S.W, HALL BLD$ R. 1 a ' = C � � S d N 1119. 8376 P7affe \ GARD, OR 9-1223 -6::R SIT96-0042 Ex�IRF�; TINE30th. DRAINAGE PLAN AND PROFILES e o f 10 IF THIS NOTICE APPEARS CLEARER THAN THE !)Tar 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAY,QUALITY. MICROFILMED _ ji�I�I� � �� rlriii��t�� I tjl�illjl���i i �t jISI 24X �l IIIICN Mwc aIIN 11111TH !IIllun IIII!IIliI71111in!!1lnllm! NlI�IIli Ililillll 111liltli IIIIIIIII ilililill illiillilllllllNil iiililll! (!IlIIlIIlllllitll! llilil!'II+lIII{III nulmm�l�rll1hn11nil rrllllnl mllrlll u�lln! nIl�Ilr! ltnilnl !liiur!larilrlr :nlii riiiiumiiiiii1,, t 't,w•Iw .w-• unT . O la:A►a.rw: ---- _. __ -- �k CAST ALUMINUM TOP \` J asrA.csT.,o.rin� trot s•,.c.11cs� I " IV:r, AND COVER WITH "WATER' w 1`c .+{A _...o , \^.\\\ �-�� rr'a•St`1a ��. -- i !}. 1 CAST iN TCP SUkFACE-• _. PAVEMf NT r'y a 1 1 'NCM PIPE S+ZE - HAND TAMP BACKFILL J `.VI •.--••-A-..�- AROUND TOP SECTION _Ty" dly 6' MIN, 2' MAX UG TAIPPE) :.. 19LOWOFF SEE DETAIL. NO 203, SECTION .A« A_JMINUM - / t MATERIALS. I 0►V K'0• 'O ti w Ki • �, '�K•a►1f W vHl►r P'I•oCA ' R ••t•r"A.q - 2 X ' 12 GA CALV PERFORATED STEEL I .. .a••cvto • _ - X 40' I •'. •. wn.. o +- 1 I r R _!'t f' ii"EVEN' ♦ J POST. FAA 'L' rIE:� OPERA CTR EXTENSION pi I'- D' 'A ' D1.P SPOOL PE II EARTH / ( {SEE OFTAIL No Si V PUN 1'- 6' � .. (Tyr"; ' 2 1/2' x 2 t/2' x 18'. 12 GA_ CALV. PERFORATED ti PIE r4NEa Gi wc.r ,i .- .•.� r, u•• I I 6EOL,Rt:; S iF.I~ SITE FiVER POST.... I w• i'Olr 7•q• C) :�.---f-'='--�"I -'--} _- /--- ,._ ,,• 'ri I - I _ _ - 2 1/1' x 2 1/4• x 36•, 12 GA. GAILY PERFOAAiET) �a" 1 � Tnr'tia � 1 ..}'_,,)'► 1STEE:. ANCHOR. 3• CROINrO J/E• X 3 1%'', LKVANIZE'J HEX HEAD BCLT WITH 1 / o r T 6' rARNEA BOLT. FLOCK WASHER. OR S/ W E VALVE 8 AND SMALLER t,. �, ( I 7 6' x S', �,A1VAN12O CARRIAGE IMM FSU1T AMC >.I.. -_. .....--.•-»-.�--..-•---.• •-..•� - .- -�..'_ LOCK WASHER. 2 BOLTS PER RAIL PEFt PO.. id• a.cwavw• , r+ , aE)TTERctr VALVE 10' ANA LARGER r yri ' i r IPI•.t 'W'1` ..gin I t '.. , I r )•,:'•'•, �►' .-''7'7\,•' O y' x 6' cREI) AND '#*tjTF: PAINT. 7tO�SRNlS-PAJNTirD MATH tiETLCTORIZED •- t' _ r _.-..". , to', `',: O c 1 TRAP • t .,,�..-t �.• .. • '1' 't 1 �'• � NO �E�: SEE aIANtJ/11 ON UNIFORM :a�.•c'1II •arc, 1 1 .t1`_ THE R E DEVtQS t_ a..-»�f•• _._ .•.•...,.. _ kir, ` - p FOR iTT2EFTr, AND NIQiWAi ANC; '�1E QREt:rN ,awn4 4•I,.N' 1 ^.H It '. a...-....� �..... .. „� ..- _ _�`, ttq'!rr r11•l� NT w rw1+1 ,a0+rc w -'sr r -._- .. 1) VALVE RA NOT S M13L REST SL'Psll3d 6ARRICApf� O r �.-••.�- ON OPERATING AS5EMtIlY '.EE "DETAILS NC 3 li 4 f OR VALVE 8CX 2) OPLRATOR EXTENSION DESIGN AND :Et'ING RE.1�ummr.NtS .•. ��I 1'.;�' • REQUIRED WHEN VALVE NUT 6C-9 9ARRICADE AFVLIC w . . y'►. Tt.M►. ('j iS UEEDER THAN 3 FEET � MANO►ACTUr1E0 B� O 6C-9 UMRICAUE ,u'PUCATip1 ELEVATION rROM FINISHED GRADE. I METER ETOx EQ1JIftENT 3. AL1 MATEPoAL.S AND WO XMAN`%ilp SMALL BE IN A. -Atf. yA,A AW O ACCopOANC'£ MATH Tl CURRENY STATE OF OREGION 04U91E CHECK VALVE ASSEMBLY Alvt d0x %JMF';EiL I 3) CLNTER VAI VE 909 UN ;ACNE sox COVER NO VV- - —'� 5TAJ113<•'D SPEClflC.ArON; FOR i4lGHWAY CONSTRUCTION I _ ?' ,TAN'1Agi Nl 7YVG1� AXIS OF OPER NUT v riU•• VAULT r 1 A t NU 203 VALVE Bax TOP N0. V91 1 H HARRiCADF • SIt74 SUPPORT- 9fL'O DV<><+ PLAN 'E ' I ___ ______ --__. - •�2< •r.QVAl CA 'EQUAL 1 I •} IROVIOE 24' ,QUARE !Ir 4 T>IICK VALVE BOK HOTTt31,1 NO VHiI a (�ANRICADE FOR ,iDFWAIri IS 9tvalAY2. p• i �� II PDX RETE OUTSIDE o FPA E� VALVE !';`U �)1� ti!1)�:11 ;�I ,h �-SAL � • 777-WA -SA ... S) VALVE BUX COWER SHALL BE A _ ��c;� Po s'll, hA e7e-{IFA J-•'A MINIMUM 0i 4 1/2" IN LENGTH ' • -IAL T' I .`.�—" — GATS VALVE If TAIL tin- Q►� ,P++�o� ITT tsuaw t1` or •c Tru to w+u•In I}q - cm TYPICAL. WATER VALVE E TA:1 Nc, � TtF tA;t � TYPICAL 3T COLLAR THRUST BLOCx 00 TualaUaValle"RaterDlithet _ SETTING OETAiI aTY OF TIGAn �DOUBLE CHECK T„1 alatinlvir•RaterIhs l lLOCATION DETAIL 1 Tualalinvalle MaterDutnct t _,_ �T alah0alipvllaterbrtllt1 VALVE ASSEMBLY 3 BF DJ6 ------------- - -- PC/PT � I Q' CROSSWA;K STRIPING h r_uR8 TNF^4MATICIN P n V. .yZ:• 4.N )' ,�,:, t4 2 OF FACE 0_F_ R TPW DRAINAGE. BLOCXOUT I 5' MIN. i I C1.'F9 JOIN? _-. 5 WIN �.: SFS 401E S hoN F r!;qg ! TA!L. •� Q�1 8' W'IAX. r, y SiREET W10n-�. J I.D. PLASTIC • _ w r,• PIPE w/CQUPUNG 0"F STREET AREAS OUT OF STREET AREA, SGCIIW, _A_ A SAW CJT —� I -- 1' BATTER ��� E X 5 TiNC .<.CTt17rr ROAD, �- t• 8� 1• R JA 9, + ,�Sl1R>A(7NCSTOP SIGN LOCATION 7• LY of 3.'. - n' • , / 8. t ;INSTALL 4, PVC SLEEVE , 1P r_ _• • • ///� L. • ••. M _ UNrTE PE RIMANEN S:CN `�, U `'� •+' • COMPACTED SuBGRADE 16 . • r •'• • :. • • • . ' • •• •' INSTALLATION) — •�'� •• �j�/ couRSE--� a� `� _ SECTION B—B BASE , • • : •• / / ��.__2•. _ 16111 �,, ,' MIN` SIDEWALK ADJACENT TO CURB41 . i r ! � CUSS ® �� � � 8 - p' MIN. — __-►; G �.L •r. 4 . 8ACKrILL 0" CLASS A ' r1AQ�lll FOR USE ALI}Air, MEDIANS, Q1T"ERS MAY SE REDUCED WITH PRIOR PC/PT —+►}6' EXPOSURE 2' - 0' • • • •I�OROVAL FROM THE QTY ENGINEER s- CONGR f APR'y 1 • • • 'el., ROAD TORCONF ORM W HSN In • ° . • 00,// a �ONCRETT TO HAVE A BRLAKINC STRENGTH OF !000 P ; AFTER 28 DAYS I COMMERCIAL DRIVEWAY PRIVATE 0,/// - SEE NOTE S A I > •• , /�j f ANSTCN NTS GRANULAR !PDIBACKFILL • •' . ° .�. // / A TO ITE PROMOED: PLAN VIEW l� _2* o1` .1114'-0' OA'J..RQCy A . A • • //�j oar ') AT EACH POINT OF TANCFWCY OF T)-E CuRd. COMPACTED SUPGRADC • . • i ' • :" //,��— a 2) AT EACH COLD JOINT. .,• • • .�- 3) AT EACH ftET STIRUCTiJRES 3' a• --�--- 41 • �•. SIDEWALK AWAY FROM CURB _ II �(�4- r IS' SIDEWALK)i S) A7 LOCATIONS NECESSARY TO 11ART �'A(:7Nf, TO 45 FE.E1. FLUSi+ NOTES: j • � •--- -------._ ._�_ _ ___- MATERIAL TO K PR`' .;.,L.``D. ASPHALT IMPREGNATED. NON EXTRUDING. -� tlt-- _.11�j�_�„ 7� I. CONI�lETEy SMAL� AE 3000 P.S.I. AFTT R 28 DAYS. 6 SACK MIX, S1UMP RANGE 1 • o W1TH A T41CKNESS C4 i nt,I! ' •, OF t-t/Z TD ] . rONfltAC11f1N JOINTS. B ■■ _. _ r.l:_� 4" P CONCRETE 000 �Q,O PANEL", TO fjE 0 FEET IONC • �- 25' MIN. RADIUS (TYP.) I A. SPACiNC TO BE NOT MORE THAN 15 FEET. ,C. CO L ETE / te p0�0 �o 0 Tflf DEPTH CS INE JUIf1T 54ALl BE Al Lf AST 1 t/y INCHES 0&s• �'a l�� S EXPA14SC14 MNTS TO K PLACED AT SIDES C» DRIVT'NAY APP'4OACHES, . o v.0,00Oct � UTILITY VAULTS. gAiEE1CNAA1 RAMPS. AAT SPA�7NC NOT 11` EXCEED 45 FEET. PIPE •ASE - 2' 3/4"-Q" ACG. SA ROCK - FOR RAMP IWORMATION BASE Ra;K 1' h OR .1/4'- D, 45X COAIPAr,T1oN. BA'.rL ROCK SHALL BE t SEE VHE.ELCt4AIR RAMP DETAIL BACKFll1 IN STtiFEt MEAS 1UNCRADF Or ST41.T STRUCTURE OR 4' 1N DEPTH, WMCHEVER IS (7RE.At[R. c 4 FOR SI(X`WALK ADJACENT t0 THE NRA AND POURED Al THF SAME TME AS THE SECTIUN A-A LVRd, THE JOIN{ 9ETWLEN THEM !?TALI BE ► TRUwEJE JOINT WA H A MIN t/Z• RADIUS � IF 5/111 IS AGAINST Cllr, iTll �. )AAINAGE. OLOCM.pJT - J' OIAMC TFR 1``1A511C PIPE. ROCK TO BACK 1:F S/w. Z '.,XOfWALK SFIALL HAVT A MINIMUM nlICKNLS5 Of 6 INCItIES IF MCKINTABLE A. it) PI.ASTiC Pik[ MATH COUPLING. P40TE1% - -_-, „ CURB IS USM OR IF gX*WAIK IS IN'Ry,'?EO AS PORTION OF DRIVEWAY. -- FOR SITIEVALK INFORMATICIN IF S/W IS NOT AGAINST CURB, P DRAINAOF. ACCIt'SS THROUGH ExISTiNC CURB`, Si4AL1 f1F C(NtE DRILLED OR LUR© 094FRWISF SIDEWALK SHALL HAVE A MINIMUM TF44"ESS OF 4 INCHES. SEE SIDEVALK DETAIL_ 1`111 ROCK 2' BAC( FROM CURB T CONCRETI SHALL ATTAIN A MINIMUM COMPRISVVE STRENGTH OF 3000 P S.I. IN 26 DAYS SAW CUT VERTICALLi 18EACH SIDE Or DRAJN ANU REP(x11R1D TO F'TA.L DEPTH OF CURD r', I)HAJN FKcmc)(OuT5 IN IIINRS SHAH HL F.XTTN(1ED TO PACX OF 9DF.WALK PATH 3' IVAIAETTN ---- JOINTS SMALL BE SCRIBED 3/4' DEEP AND RAMP PANELS 'SHALL BE EDGED ON 4 SIDES P1Arinr_ PIPE Al 2% `LOPF c'OMMACT10N ..XYNT TO RE PLACED OVFR FVF PIPE BEDDING AND 3 SURIACE SHALL HAVE A MEDIUM BROOM FINISH \ BACKFILL DETAILS CURB AND GUTTER ____....� CONCRETE SIDEWALK PRIVATE ROAD ENTRANCE OFF -°t(W A, I °~ � D,-- STANDARD CORNER t OF PUBLIC ROAD W/CURBS r^+y1y-� /1C •1 Ir'itJ[II(X ,Ir'�•"'�•:I !r� 01tA•M In C1 I 1 iT IIGARD r-� (�1) — UPI ' *AHI t IDN f1` [� tT )ru `�+F� +wRrMD F►1` ORAS aY l�All :,•ll DAG l,I, can � �nrA>�n ."y` `� `� '°=- `"" _-- ....� .. WHEELCHAIR RAMP CITY y 14T% tl I r IA'AA S�l'ITttI[D r11IG E E tIrJ/2 c A n OtJ,a Ittl yl i 1 V1` I I V M V A OAt[ M. oil C i t '.Jr 17I'N Lr W-M[ M R pulll4 Mf1 _._. _- -�-. 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