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Plans ti - - -- 20.00 \ � �p PROFF �F s' sro�n �� . ""' - 9• - i" C _, N ��) <cOI N£4e s /a I ' - - . III 023 ` 43 426VIL• I y 1 >.,, / g' 6691; i PROJECT WORK NOTES • • „„i77 N 89 2 7 . 39 " E 200000 / t 84 ] iaa AA i • � � J ' r J • Q ''� PROJECT TO CONSIST OF REMOVAL AND RECONSTRUCTION OF EXISTING FAILING � EGON I 14616 'S' _ , ' , o do !i 1 PAVEMENT SECTION IN MAIN DRIVE ISLE AND PARKING STALLS ALONG THE FRONT OF , / 1 40 1 C 3 D 401 . I r THE EXISTING BUILDING. PROJECT TO INCLUDE INSTALLATION OF ONE NEW CATCH � , CI BASIN AT EXISTING LOW POINT AT SOUTHEAST CORNER OF THE PARKING LOT AS 4' I 9 21.3 ABOVE GRADE E __ _ • ' I I I 11 CI if SHOWN ON THE PLANS. PROJECT TO ALSO INCLUDE OVERLAY OF THE REMAINDER OF '1 r f ‘k\''‘' ‘k\''‘' L L _ oC 'AZ � v THE EXISTING PARKING LOT AND RESTORATION OF EXISTING PARKING LOT STRIPPING #E W N I INCLUDING ADA STALLS TO MATCH EXISTING CONDITIONS. 00-1c- I BUIL 'dc, ✓ . u_./ RENEWS 12/31 /2e' I 38 ` ~ X99„ 37 I w -- 2.0 I PROJECT #OPBIII AC - - .. v i e c..• == O I ` St / L V ` w (V I KABLE LN. ■ 7 )439.--X99.37 36 OL i - TE HARRMCTON al C:;273 , AC AC I O � I y e t i u SENILE W N p , , x a* �' 0 Is: 32 99.8:.,‘••• 8 O MARHAN ^ I..!..! 99.58 2 ,C I . ,, L ` Z 3t /, \ I N TS N a 3 9 ,5$;' }� 30 1 I fR05T ST. 6 a N a 10 ,� � ..: A C / .+5�7 / J( AC .a3 X9.25 CBI 1 2 a5 ` TIGARD C Q / •\ 1 CB 98.6 .i P +- -� .�� - - X98.27 ! h • O O Vl , AC ! r I..! p U MM N 26 \ Il r 9.32 � 5T ryo j X -X -xO • i -6\ I ; 07 9R Y v f.l I 1 a O 99.89 : ' Ci. Z / ! I VICINITY MAP : v/x!!18: . 9� • ^' I I: ``*, a 00 G 8.44 9.24' p A\ / ! \\ ~ I 1 • .Q "V ~I O (� ` /`/ IP :.:\ 1 STORY BUILDING , •' '' 99.49 \ ..... ,3 . ` o DRAWING INDEX a w 1 5951 SW 72ND AVENUE c v im, _ Q 27,350 SQUARE FEET I C -0.I PROJECT INFO, EXISTING CONDITIONS AQ 9 46 / . ' Q C -2.0 GRADING PLAN \ X 14 \ \ ,� / C -7.0 SITE DETAILS 1 • 99 99.44 99.3y . 5 i , •. � " / 'Q. I m • e % ! OWNER PACIFIC REALTY ASSOCIATES, L.P. '\ Q � � `C /\ o 12 A fat? / / ; � I 15350 PORTLAND SEQUOIA OREGON 97224 99.48 / - 1 d' p 4 / ' (503) 924-630° (PHONE) /� .--■ S 89• 27' 39" W ` (503) 624 -7755 (FAX) V 1 / % I CONTACT: JOHN WIITALA N 57.84 `� A 8 (•! ' APPLICANT: SAME AS OWNER , � • 99 AC F-. 19 / % � O /•1 -I /' , (/j �J ) ENGINEER: MATTHEW H. OPEN, P.E. �I 1..-1 / .• I 8 PACIFIC REALTY ASSOCIATES. L.P. CO \ . , \•8. 99760 100. TC. e:9'62 , � �, ,, ` ! / ' ' w - 15350550 SEQUOIA PKWY. wnE PORTLAND OREGON 972 24 CO \� 99 • .0 /4 IA /.1 I--I • �/ '� / (503) -6300 (PHONE) �I W / • S� 9. DS / a / , (503) 624 -7755 (FAX) �-\ \ C / / Z 9 d M \ \ 1\ j ,� / , ,/ M TRL w z \\ � ,��'' /' , / / R� / / / j Z TAX ZONING: LOT: 1s112D00 INDUSIA PARK O 0 J!1 '1 \ Ir /. ' / ' / j a te' �� � / F-+ Q .��, / / % /� 5 ^: 7 CITY OF TIGARD w N o , 5 rz U ,� � / , , ' '"" • j % ' i Approved �j lT �Vi' O z O • w F 3 �V ... / .� / Conditionally Approved [ ] W / See Letter to: Follow [ ] U '-4 Q / / / ,o, a ,� �� ' 1 " , /. Pern,ltNU b e Attached ��, [ ,OFFICE COPY w H / '� -� / Ad • = !��% ' " w, h°' / - / By: Date: III�G Iri REVISION �' e , ,,...:..:•. , , _ »< '� 5 _ / / w . .. 2. l� �� SCALE + + '° 20 40 80 DATE: 10/11/10 newt Craw N m • • EXISTING CONDITIONS ' IN =4 PERMIT Away " C -0.1 ���‘p PROF( • 1 1 OOTTP. 20.00 ��5 ��G NEF� / . N � 9'27 39 "E 1a6.51 •' 669 ' G IP `,'i \ 0_ �/��/ /// • u , 11_1 N 89' 2T 39" E 200.00 . , � � OREGO o ,� 84 1T ��� - ,eo.00 ; GRADING AND DRAINAGE KEYNOTES �, y 9 Zo / NO � � , j' ' � 9' MAINTAIN T CONTROL � 1 F W �� °Y/ l i I \ • _ 5y 0 M EA S URES CONTRACTOR IN AC CORDAN CE TO INSTALL AND WITH CWS STA NDARD ALL EROSION EROSION AND CONTROL SEDIMEN NOTES LISTED � 1/ � ' Y ON CWS DRAWING NO. SEE PLAN SHEET C3. ROOF HT. = 21.3 ABOVE GRADE _ I I I RENEWS 12/31/10/0 C I I / I ' / I ® IN S PLAN SLETTRO PROTECTION AT CATCH BASINS PER CWS STANDARD DRAWING NO. 920 PROJECT #OPBIII -2 ©�• I , . K - SAWCUT STRUCTURAL REMOVE EXISTING PAVEMENT TO PROVIDE CLEAN STRUCRAL EDGE ••• - - 2.0 I ] l.]..1.1..I g I O ALONG SAWCUT LINE AS SHOWN ON DEMOLITION PLAN. PROVIDE A PRIME COAT AND \ \ \\ 1 'j I RE-CONSTRUCT �w � 1� \ % -- ASPHALT PAVEMENT SECTION PER STANDARD DETAIL. / TACK COAT WHERE PAVEMENT ABUTS EXISTING ASPHALT EDGE AND RE 0 F I h �— 1 \ a . , .' , O CONSTRUC PRIViE LYNCH STYL CATCH BASIN WITH RIM -98.85 AND IE�5.83 PER Q 2 1' • W N I STANDARD DETAIL NEW ( / V \ , Q I CS W M s I ^ 4t - W I \ !r , �O I Mj 3 R CONNECT NEW CATCH BASIN LATERAL TO EXISTING 10' CONCRETE STORM PIPE. I••••4 . a C 1 -{ •. I CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATION OF 94.2 AT TIE -IN y" r... I ��_ N ° ( LOCATION. NEW CATCH BASIN LATERAL TO BE INSTALLED WITH A MINIMUM SLOPE OF �7 r O ® I 0.01 FT/FT PER STANDARD DETAIL. ® �r O CONTRACTO TO ASSURE PAVING SLOPE WITHIN ADA STALLS AND ACCESS ISLES ARE FFE = 1 00.0 • �Yd( `\ I , In I I © LESS THAN 2H O .-. o U L N r , � � 01. ` MAINTENANCE CONTACT INFORMATION: W C/] � 7 N N x -X- ,• SIEPES NOTED ALONG VALLEY LNES I • • / ( / I . I I r 3 WIITALAPROPERTYMANAGEMENTCOMPANY Z O \ ( \ 1 U ASSUME RESTORATION or 6� CURE I / /. I V I ! I. �= 15350 SW SEQUOIA PKWY � Q � \i1 U 0 EXPOSURE ALONG FACE CF CURB AT 1 / ` l ! • PORTLAND, OR 97224 & V) r--1 Cr") M Z THE BUILpNQ TYPICAL ELEVATION I / 7 \ \ V 1 t PHONE: (503)624-7787 O 0 Q ASSUMED AT FULL XP i n CURB EOSURE 61 / V I / C I / I FAX: (503) 624-7755 Cr) Lel Fil I a XO4 • APPROATELY 99,39, 1 • / � IN V I / ' CONTACT: JOHN WIITALA L J I \\1 / .. C' W �O aw • • - i _ \ 1 STORY BUILDING • / '� 0 Q LEGEND 15951 SW 72ND AVENUE /( / 27,350 SQUARE FEET / I /) �S) 0 TR. / � / STORM DRAIN PIPE -se- FINISHED FLOOR ELEVATION FTE \ 7 1 '• - " • \\ // (' �� Ca � " G v / I EXISTING STORK DRAIN PIPE —SD-- TOP OF CURB jC C • 27 Y / ` CO a• ' / P \ \ - % / - / • SPOT ELEVATION � f TOP OF ASPHALT AC ~ 'Cr • YY / \ 0-4 rl M, / � \ .,"'/ , ' FASTING CATCH BASIN SAWCUT LINE - - - • / MW CD . ' .A% ), P RIV A iE 6' PV ^ V 39" W 4o L F., yaO1 5 / I I_ •I Q 5 89' 27 57.84 � / ' (/ I NEW CATCH BASIN II. e NEW AC PAVEMENT e O M B EXOST. R.C.P. / !O `+1 • ) / j .. / f/ti C J I INLET PROTECTION 1 / , ") PEACWSDWG NO.920 F i W /7 7 7 / .; V O I — j \\''v6‘. • • / / / // 1 F--1 O , / i l r:4 .1- ' *) / -a - ---. ii !�• / • / �. 4 N. o • � Q , '*� � , _ / gg ice: / / \ / O Q • ct:7 , 4r..\ , •, / ... /' .• 1 < g LL, Q �I e '� g REVISION \ � / h A / / / • / • l . / \ k /.' 2. / 01 SCALE DATE:10/ 11 / 10 GRADING PLAN 40 0 20 40 1° PERMIT 1 1N =40 FT 2•0 [ _ . k op PROfe ■ Norm • CV A �� � N � N �� � a � STORM SEWER CATCH BASIN V � ' y COT.. NNONORiot nom N. a� 6691 PE L OONN.LCTIOI KOVFOLL MAT WOO OP MINN. MAW. MCMAR«HdIVA MOUE MO• WON. r &MOW NM N RA01 OAR 24" Sauare With 8 OR 10 "!n Outlet / % • WONG NU NINNTW NWT. rwoE.n.wK. R liNNIN EDOM c NE ENO ONNOWCNOE• VC. . JCICHM S TATE APPROVED - ASPHALT DIPPED ..• ' �Er1111 • ,� .,,. �,.. ,o.own...Pa. •..on•aM.®6 am.�p.N .. ...� Vlll I.1.• INN OR PUCE UM ELNIC•.M U!E1ATa a OVEN FINCYN OCOMINGa n.�ua• r®. 1 REBAR FOR BAG REMOVAL • ..71W ounNI•r NAV.nwn COTR.MI.= MB NANMANw Ar ALL rrolww COMMUCION.wu mrwA A NRq®.A.A L&YPMED Mr AnMI.MLGYWD ,AM wO Rmw PO . tm 0.•• NW ONIO1 YIN. •.NOMM MOWN IONrm•.Na LEWES Be .1. 1••7 IMEME0 w wm.. YNOUMMOI K•011 v OM 1N• NO NCI CANCAN 7 CATCH BON GR R•rATEIANC. NiWM TIE MVII. •reri•N,p v . u mm ,K UN.. GrNmNNr ` ` `` \ 4 , O '( � .. NM NM EAwMNNNw .• •Y.G. G . aY Y.NN.CNN.. W.O ON• WO E& I.Nv. • I 1 HEW Ii• ` • =NW NMINFe..R"" MCC //1. UMW C°""I°`MO . NW. I'G" RUCHED A WO. C ! FILTER TO rI1NWSO ON. ON WCTHE _ �������_U �1���� 1�I I I �� I I I I1 • . Box obrCOted from 10 GA, material � ` iii NMI TO NS axRNnM OW..IOOM. CA TCH B15 O � O �O��� e ••• — ` / NO • °.oa •wNI...N. COOP •r ..m.R.»..NNOU.t ,�N.GD.,nMGA. !�4•� ��y �� O I �I4•�s� 1 f i 2. Bike Proof, heavy duty traffic grate RENEWS 12/31/20 NI r wn U" T°° CCN° N` t" vv°° u. N''°."' rM` "°I°R°"n °°I"°`, SuppOrtS AASHO H2O-S16-44 loading PROJECT #OPBIII " N. CAM ON MENNMCC w•nMVSINEC • O aMa.IAO rin OME GONVOCON.ou.ca oN.e M�.R.wM..N. •G.r.. •oo � II TIONENT a LEOCII F ® ESTO C OMMM A MMENWT6 I ..RNIN = NW NNNU.nu. DIFIMO MO CANE *CUD •., 1r INWOEl N Aw.O.rr� YI r•, WnEA T.•IIa wE RI.�I•waunECANE Y NMOE noM aNr .lsl.wm« MnrwTw Itw.AwaNa i�4.? •, wRI COOL•n nN� COW., .IN owo.wn n A RN • NO>tarin auintn STOfM RPE �� • �, `- 29 " y l I F . NRONTO MN IMO [arum. AErrIT . ..u. n arn •ar NNO MO .Nr YMO. MfOl NOw ON I MO RAN M. IC OMR, 0.0.140 • THE NOD MM. OTOEINNIE NAMED. ND COTOREINCL el PEIN•TTED KNOW NIL • • NOTE VEGETATED CORINGOO TO IN OBASATED WT. CONNIE 00.7.1.CTON PENCE ON •ITPLYED EC.. 1 MON TO MMMM tNp O•MN�rr AMT.T ENAN INVMOT IC IX= OAEOw•6 CON.1•PCTON BMRN.. raO•TE. emNCRN rti COMM, ANf EAST RrrOOTION rrM 1• •r EA Wier/MP NOR 1I• uIATBN OF NW PROJECT • I r M . .M• _— . Y ,VNG_� RM WV En,CE NOWI TN.N Y„NNINRN TIC r.rNB..w®MN>• OF YI N --� , 2 " TYP. o Q • • A PI.1RT•M i•Iil r•rr u.E rIIVrt M11MTm•O.S NYA In• CCMAK'llO1M•R AN MSnO. ® .auvuert. lOYUw 1. PO 2112•* RUBBER BLOCKS � ('n M. Oaar1 .A1A ®aAr ®IDrwroNU.NGMwY•nnrw r•TY MOM G.siOwr.r.oeNwrM.ruAM W 1: _ ~ - w r a TER LENS SA GK (M o ^ 1 rm LL mnitdw NiT WO rMln r•TYt•OrwsOww.w uamA• ®.welrar KaeTArzo Nrw+NO ngagr�AY[Nen TER (WOVEN) 1 ,r ' IN O r .. CR. wr• r . K . rawl r a rl• " urr.muror•nwr m BwAS -... anNBn uDwR.nt 442 _ - -o 'Z' S O WOVEN POLYPROPLENE SACK 0&1),•.. .• r NI..a . .�•N�Iwo., �W. MN . ( A" N c.- a Y...ni meDG. M.., NGwr. P1a. NMNANM MOM MDONAw.. TOG•1RLT.�1vN,•MM�,•,r 24" MIN. N IIIL i l �r alSin..nmo:Hf ° . � .NnaM�wlnNe Nm.[ IMO .1,wM.r.n.M[THE MarnrON r�Ne WATER SNMAraG M..,ne tY•s.wsr•T i commas n•Na wratm,.Pomo FI Nl7TF RECESNCH I Ia MUST SINR FABRIC OF ! TION I I 24" SQUARE FABRIC DEED F BY MA 1, O .4 U INLET PROTECTION W v)A N ct Q ezi STANDARD EROSION CONTROL NOTES : J TYPE 5 C7eanWate Services Al = 3 Q , - . U r � FOR SITES LESS THAN 1 ACRE •Clean1 'Sav DRAAIN NO 920 AMC) u-06 w1 «• -II-• I I.. GIBBON STEEL BASINS E y a o O 1.1 DRAWING NC REUSED 12 -06 O ,,R,// n 247 WASHINGTON ST. ■., M W �••-, EUGENE, OR 97401 If x AI � k, (541) 687 -8672 L ELEV ^' I F•-T 1=4 Q (Fox 541) 687 - 0033 PER PLAN I2'IIN. O.D. 121• NOTE: 18• MAX le MAX CIBSON STEEL BASINS OR APPROVED EDUAL UNDISTURBED \A , EARTH OR CATCH BASIN DETAIL COMPACTED Y 0 N ELL Y FINAL \ BACKFLL - U PIPE /\. CC I TI SPRING I �- LINE \ BACKFILL ~ I / ����� a �� ®�� � HAl1NCHIHC O tt z _:?y t.f• g 4' BEDDING ^ v„ v I W Q N CNI 4 E~ q � z zON wd STORM AND SANITARY LINE 0 0 z O N. TS. LL CO � T� 3 9 A GENERAL NOTES U W Imo+ -_--= 1. Q 1. BEDDING SHALL BE CLASS I -A WORKED BY HAND. F GROUNDWATER IS 6. FINAL BACKFILL NOT ENDER PAVED AREAS CAN BE CLASS IV -A LEVEL 3 3/4 DENSE OR 1/2' CEILSE a h� Q Ur 1-1 ANTICIPATED, THEN BEDDING SHALL BE CLASS I -B COMPACTED TO 85% COMPACTED TO 95% STANDARD PROCTOR. _ _ (COOT STD SPEC 00745.12) STANDARD PROCTOR. :.:Oe°O ° • w • ) • O a 8 po C/) )4 U —I (~ 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE NTH ASTM D -• • Q° ° r, 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE 2321 - LATEST EDITION. o o°4 VOIDS AND SHALL BE CLASS I -A OR CLASS I -B OR CLASS II COMPACTED le .: o - • , 0 ° , (8)01 5 BASE COURSE TO 85% PROCTOR. Et All MATERIALS SHALL BE INSTALLED IN MAXIMUM 8 LOOSE LIFTS IN .! 27 2° ()DOT STD SEC 0263010) REVISION ACCORDANCE WITH ASTM D 698. CLASS M AND IV-A MATERIALS SHALL .<9 S" .•• 4. . • . •• . . ' '0'/ // 1 INITIAL BACKFLL SHALL BE CLASS I - WORKED BY HAND. OR CLASS I -B BE COMPACTED NEAR OPTIMUM MOISTURE CONTENT, COLPACTEO SUITABLE NA1IAt MATERIAL oR SONCNRAL FILL OR CLASS I COMPACTED TO 90% STANDARD PROCTOR, 9, FIIL SALVAGED FROM EXCAVAnON SHALL BE FREE OF DEBRIS. ORGANICS u141A1ABLE NAM WTERIAL 91AU R oMREXCAVAIED MID 1 REPLACED. RriEN OEO1TXIU WOG TO BE PLACED OFR 4. INITIAL BACKFILL NOT IMJER PAVED AREAS CAN BE CLASS A COMPACTED AND ROCKS LARGER THAN 3'. PREPARED SUMAC( PRIOR TO PLACEMENT OT NM BASE • i0 90% STANDARD PROCTOR. Roo( 10, ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, XC> 1. 5. FINAL BACKFILL SHALL BE CLASS I, II, OR III COMPACTED 95% STANDARD OR OTHERWISE SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS AND PROTOR. LOCAL ORDINANCES. 91B MADE AND COILED BASE COURSE 91 BE COIOACTEO TO 964 C A )E To 922 M S tumuli PROETDR DRT DOOM nT (ASIM D- 1554 ASPHALT CO M1[ TE PAVEMENT SNARL BE CC PACTED TO 922 Q RICE TIEORETKAL MAgA1M STORM SEWER TRENCH AND BEDDING STANDARD PAVEMENT SECTION DATE: 10 /11 /10 © N.T.S. © NTS PERMIT SET C -3.0