The URL can be used to link to this page

11612 SW PACIFIC HIGHWAY 4 --TR . C D:) 1 TIGARD PARK AND RIF) [E Tigard Cinema sAccess Pacific 99 Hw . CONTRi.. ANwT 96 0454B (C DD r. TRI-MET OR CONSTRUCTI'ON SSUED F IT- AP ,1VED Pt.ANS M1fT nr- T, _ _. 116 CITY OF T1�,AR� ........... ARED BY: KAM PE ASSOCIATES , INC . � VOd 209 - CoR Itd IoaNY Aop,,,nd .KRUSE PARK BUILDING Foronly VI �. .� PERMIT 4 �`, i; 3990 SCOLL- INS WA� �,Ott.. �. ....... Attach LA KE OSWEGO , OREGON 97035 �,, ��: 'g 1 j sw F��r r«.rlwy 199f) 0030 APPROVEDNSTRPCTIONQ' P0 _ 91178COV.DWG IF THIS NOTICE APPEARS CLEARER THAN THE OCi 6 1996 COCUMF.NT,THE DMUMF.NT IS OF MARGINAL VUALITY. MICROFILMED 1"04 + il+lil+I�l+l+ +f+l+f+I+;ai+ + +i+i+l+I+I+i+i+ !i+f+f�j►I+I+ + r�rl�� T��+ ef+i+!+ �!+;! + +!+!!;+ �i+l+ �» p, �»w► —�-- I i I !11!!11lII!!!lINI NIIII!IlIIIII'III!!lIIIlIIIINiN!I!!IIIIIIlNlI II;,I!!!! (!!!�r,! �f�; IlNnhnl►nnllltilnnlnn Is+t!Illt mehn�lan!neelelnlnn�nnlnulenl!nnllletbnli Jill II Illleae ule!N;s eeeeleeeeieeeelene elnlnN Inlhlllllllllnnllnllnnllllillll 24XI 7 •r r 4. tii, r , s , • o AN Nk qe _ ow- 1 i .r yt. '� -$.k. (♦.., r S. t sl ) 1"till e 1 „ 14 q•, Mf k �q i. .y. .,, '' �af f,JSi ' /'.n �. „�;' , w •v GENERAL NOTES LEGEND (Alt /1£AIS AIRY NOT BE U.�fp -- £X/Sl1NG f1�ATUR£S ARE SHAOEliJ I. EXCAVATORS MUST COMPLY WITH ALL F'ROb1SlANS OF ORS 737,341 TO 757.571 INCLUDING N077F7CA71ON OF ALL OWNERS AF UND£RaROUND ® SANITARY SEVER MANHOLE FAaUI1E5 AT LEAST 48 BUSINESS DAY HOURS; BUT NOT MORE THAN 10 --- c GAS LINE BUSIU11M DAYS, BEFORE COMMENaNG AN EXCAVA11QN, CQNTRACTAR �- SHALL CALL U77LJ rY NO77FlCA71ON CENTER ro HAW U11UTy LOCATIONS -- --- MARKED. `(WJ) 246-6699). CONTRACTOR SHALL ABTA/N OWMW w WA'FR LINE TIGARD / PROJECT CO0VnRMA 77ON FROM EACH U 77U TY 0 WVER THA T U77U TY L OCA 77ONS Ss SANITARY Y HA W FEIN COMPLE TEL Y MARKED. SEWER LINE LOCATION 2. LOCA)70NS OF UNDERGROUND FACIUnES ARE SHOW STORM SEKR LINE / AND ARE NOT GUARAN lEEO TO BE COMPLETE OR AC��FARMA TION ONL Y 2 PROPERTY LINE J. All CCWSTRUCITON AND MATERIALS SHALL L�ANFORM Tt7 7HES£ pLAN.% D CATCH BASIN p AND 7HE APPUCABLE 7HE C'yry OF* 17 , T I�n / ED SEWR GE AGENCY AND 7UALA 1IN VALLEY WA MRDISTRICT. ° MAILBOX g9W 4. STA 710N/NG /S BA,� UPON STRErT C�E'N L4�q p�OJ lERUNE UNLESS NOTED O7HERWISE: 0 TREE JQ RTO 5 �ADJUST I M.ST ALL INCIDENTAL S7RUC7URE-Sr MANHOIL.E UDS, VAL W B'OXE'S~ ® LIGHT POLE ` �i BOXES. TO nN�SH PA MWENT GRADES W„ PROPOSED 0 P 0 S va E D � N D4 WA 7ER VAL VE Q 4 6. SA KW STRAIGHT MA TCHUNFS TD M£E'T EXISTING PA VEMENT WI7H NEW c„ ® Z Ix 5 PAVEXfENT. D4 GAS VALVE 04 NEW PCC PWW rISIDEWALK 7 CON RACTAR TO NO7IFY 7H£ ENQ/NEE7R OF ANY CONFZJCTS WITH CURB FIRE HYDRANT Q v pVMENT AND EXISTING STRUCTURES 48 HDQRS MIN/ML#M PR/p? TO NEW A.C. PA VEMEN T BEGINNING CONS 7RUC710N ® WATER METER t Q —C--- DA YLIGH T LINE (CU T) B DEMLIUSH ALL EVS77MG IMPROVEMENTS WTMN PROPOSED COINS7RUC770N UTILITY POLE --F— DAYLIGHT UNE (FILL) AREAS AS NEEDED TO .4 CCOMODA 7F NEW FACT j nES, UNLESS NO IED 07HERWS£: SIGNAL BOX 0 CATCH BASIN/AREA DRAIN 3 S S AN EROSION/SEAMEh'TA776W CONTROL (ESC) PLAN Is RE4UlRfD. UNDER Gh'OUN7 TELE � STD. STORM DRI''-; MANHOLE LE 7NE *PLEMENTA 77ON OF THE ESC PLANS AND 7HE CONS7RUC7 0N,1� Qi TELEPHONE PEDESTAL MAINTENANCE', REPLACEMENT AND UPGRADVNG OF 7HES£ FSC FAaU7X-S O STD. STORM GRAIN CLEANOUT IS TNk- RESPANSIBIUTY OF THE PERA417U\CAIV7RACrOR UN71L ALL SIGN CONSTRUCTION IS COMPLETED AND APPROVED, OUTFALL PROTLc;PON 10. CONSTRUCDpy OF ALL QgoswoN COYVIRx MEASURES SHALL BE IN BENCH MARK RETAINING WALL —" ACCORDANCE W17H OAR 540-41-55 AND 7HE I.W/FiED SWWtERAGE AGEWCY OF WASH/NGMV COUNTY EROSION PREVENTION AND SEDiIMENT Cowin VICINITY MAP PLANS TECHNICAL GUIDANCE HANDBOOK, DA 7E'D f-EBRUAR Y, 1994, 11. BENCH MARK BRA&<)' CAP 140' SOU 774OFST PACIFIC MCH WAY (99W), 3S' SOUTHEAST 0 OF OLD HIGHWAY, 2:'' WEST OIfl' SW 72nd AVENUE' TO THE SOUTH. ELE 4 - 274.658' 1 INDEX OF DRAWINGS SHT N0. DWG. N0. REV. DESCRIPTION 1 IGT-- 001 _� 00 INDE;� OF DRAWINGS, GENERAL NOTES & VICINITY_ _ N I TY M A P 2 CT--001 00 SITE GRADING PLAN _.._3 CT-- 002 00 SITE GRADING PROFILE & DETAILS 4 CT--003 00 --"-- --'--SITE UTILITY PLAN _ -- -�- - - CT-- 004 00 SITE DIMENSION & SIGNING PLAN � - _ -�005 00 SW PACIFIC HIGHWAY FRONTbkGE IMPROVEMENTS _ __. 06 _ _00 _ _EROSIONZSEDIMENTATION_ CONTROL PLAN CT- 007 .___-- - _ 00 D E_TA i_L_§- 9 S9 CT-007 __.____ 00 _. -D E TA;L S - ---_ - ------- -- -- -----------------__ --_.___-- -_____ -- ELT-001 00 ELECTRICAL _SITE PLAN ELT-002 _ - 00 ELEC�_TRICAL DETAILS --- _ -�� --� -- 1 _. LST-001 00 _ LANDSCAPE IRRIGATION PLAN _. LST-002_____ 00 _ LANDSCAPE PLANTING PLANv 14 LST---003 00 LANDSCAPE DETAILS Teo 5/23/95 TRI - COUNTY METROPOLITAN i RANSP - ' � DESIGWED — DATE ��P�1i/, C T OR1 ATI JN L IS RICT OF OREGON - TIGARD PARK AN TJF 6/07L95 RIDE UN -- --- RAWDATE OW ENcWIRING _ u,�1r sv1WYa Index of Drawings, GeneralPKW t3 30 95 Notes ox KAMPr' ASSOCIA S �I TRI-MET CHECKED - __ . ._�____ BATE r,/r, 16. fig ' zap :-�,� PAS .�1, ` . � Vicinity_ _ Map i �J� �Y TAKE OSIIEW, OREGLIN 4)OSS — X(503) e3S—s4 10 N0. DATE �,,� _ ---- -- _---_—.__- KrfE w�Eo`` c�o.IM3s-•s�:, FA APPD. ION:'f APP OVEU _. . DATE •-- -� CHK I DATE: _.._._^ ._ _ 7/21/95 APPROVED: DATE: SCALE: `e X DRAWING NO.: CONTRACT NO.: SHEET NO.: 11612 SW Pacific liwy T- r SIT 15-0030 001 96 04548 i Of 14 2ot15 Ov FOR CONSTRUCTION , IF THIS NOTICE APPEARS(_I,F,ARER THAM THE OCT 6 1998 I)O(A)MENT,THE DOCUM.FNT IS OF MARGINAI,QUALITY. MICROFII MEI) 11 �� I�F�I�1�11 �11III1'III�I M llllllllllll! ! !Il�IIlIlIlll+! !IlIIIiilII;I I llIrjill�ill ! lll�;;i(iIlII I Illji�lli�ill I IIIIII) IIfjI I (I!II�I Ili�ill i lllll fllllli IIII! I I i I , T I� M�_M �,,,,, ��Itt�tl�utl�ut ttt�Juttl�ttil�ttt!itttlttttlltt►Itttt tt►tl►►tt ttnitnt ut�l�trtlnnit�i� tinli�u�n��l�nu�n�hm Anilnnt�min111uiiln1i1111IhIIIli IIIIIii�ll��hn` t ip n�i�ii�� n�tlittt tntltttt ttultttt ttttltt�i titilnit !ttilutthtnl��illtnilu�i uiilt�u Y . ' n�'t••if, rY ..J 'iv! .e;:l.1p1 ':_ •F s:;r,jia '.Y s t �. Fit F01=1 mi- • 1 - {lri�" ^ -.._ J � .• 'nom --_ 7. Rawl s'05.?a 'a yzm,f+ .` ry � _ n J) 7 `ti ► r Y c-r L) � EDP- -•--- - -___ _.._-- _ \ ,, >NCH r Ea I .�(�_ 1! R1J + f ''� ��7 A(.� 7 7 !1 �'�� f _ _ ` G _ c, - c F�rfJ,rOF.D CURB v ~ G G TSTA 04 00 l STA 6+42 35 9,5' OFFSE T FROM PROP, 1 BACK OF CURB ( f f u =9.5 OFFSET FROM PROP, LINE INSTALL 581 t L.F. STANDARD CURB N 1 SAWICUT dr IlIATCH �� \ SAWL^UT AND REPAIR EXISTING PAVE-HENT � �, o 1 EX 1'G CURB 4,t SWLK � � �� DRIVEWAY APPROACHI'2 £U jb►�pEp RB AND PAVEMENT -11 EHIIV C RB NE , M Y APPROAC S�TAIL If , RIM ?04 41jr A • � � t 4 _- _ _. 4" ONUJN `�, (.OIJbl7rV 4" Lilly r .•�► / ,.. • ° ' � ' _CE A� ,= . • t , .• • • ° • � • , • • ' � - ._.,jam � • • . `".- _ (L YNl H TYPE 1 1/%l �N -� • • • ► I • . . . • . •N •' . • - ._._ .. ' �'t -- c�" 9Eitl,4Rc . •T s /i \ ' =--;t - •►: •l I £IMD OF EXl'G WAIL ac. tYF \ \ STA: 6+12.85 `\ �---_� i DRWY // ( CH .0 L T, ELEV 08.00 � 214,03 � 220.33' 220.73 / SIDEWALK RAMP _ - - - - __ - ._.�� 6 �1 ?14.30 ??7.Q0 35 Qt k-,, ,�\ STA. 6+,n ! \ _ (0" rO 6'-CURB EXP URE CT ;� _. T ter•' \'� II 219. 7.2 ? 7.69 U E L-41AINST EXISTING RETAIN AININ T OMF\ 9e. \ j , TA. of 18. 'G RE WI/ cU scry 1 14.00 ) -� WALL. ADJUST CURB LINE wAi-� T-mI o I 214.87 \ \ JAS REQUIRED TO PRONDE 1 t O, STA. +95,16. 12. RT. I \ TO PRONDE 5 WIDTH. - j TA. 5+9 + ��- J 9TA •�� •� u , 214. 19 ! _- _ / ' I REMOVE EXT'G A.C. WALK 1 t • \ \\ • • ` \ EXTE'NDE'D DRY _ / - - ,SEE SHT CT-005 FOR I j ti -TENnON POND i GRADE AK INE. i + \ 'FRONTAGE IMPROVEMENT OXTAILS 1 TIGAf'LI� XA STA. 0+4 . 1 RT o ► �j � SIDEWALK R P - 9rI LONG I I " ` 1.175 ? 2?G.30 226. STA. 0+44.8 TO + r \ I ,� 85 �'PLANE �� \ \ 2t4.s8 227 7r (6 TO 0 CU 8 EXP URE) - PA1 • CONSTRUCT 146 L.F. CURB WITH 0" EXPOSU 1 \ ` BETWEEN SIDC. 'LY RAMPS F'OR HANDICAP ACC �S ' 1 L ELEV 208. CONSTRUCT 561 L.F. O.D.O. T. ANDARD 226-12 �� l \� \ Fro 1 0 �� \ I RETAINING W L g \ \ W C.B. ,, 21as6 ?i9. 19.94 \ STA: 1+10 AFF T.- 315.5' L T 6- c A. 5+5' 11 ,�!T. � � d e 2�?6�7 NOTES• 1_�5 .F. GI�ASS SWALE �\ R =213..5'1 ♦4' RETAINING WALL. 1£ !f-.MODULAR NING WALLOP \ \ 2 E, Sa 1.60X � 214,ss I. SPOT ELEVA 710N5 ARE RN/SH GRADE \ 1 I ST.4. + 6. 1 R7, N ` i DATA CHART FOR ELEII/A TIONS r 1 PAVEMENT, EXCEPT AS NOTED ''� � \ � S + ,1 RT " 2. BACK AOF WDTNS ARE MEASURED t7tOM\\ \ � � 5 0.97 _ ._. ._ _ _ _ _ _ _ _ _ ` � _ - I �.•>. ' URB. ' \, \ �\ \ k l; ASPHAL T NO BASE A 1 f 3 MODULAR BLOCK '� \ \�\ \ 'ouP`AK \ ' I RADE BREAK /N �- TAINING WALL DA TA CHART ' \ �"' \ \ (PARKING L r) _ \ �!� \ ?13.32 d -- =7. ter 7- RE = 1 \ \ \ \ ♦1 N 21 d 78 224, - � .-- BA� � EZF.V. BACK TCaD \\\ \ � ��' , _ STA 110�V OF SMlX. LIF' SWX WALL ELEI! • / 0+44, 173 2?8.43 \ \\ ?13..8 u i LUti/yy Vii--'K-� g1NINV Th ,r \ \ ' \21a ?ia f A W yyALL \ 1' WIDE BERM-- __ •,• TREE c o+sa ees I�s 2?7 sa �_I ,�, TOP ELEV 211.2 � \ �TA\22Z46 `; ' \\ 5+11.36 \ ?1.7�Z0 40 L T ELEV 209. 1 ► \21184 `� 217 ?rd oa I � SIDEWALK RAMP - 6 LANG ® t+00 355 226.77 � \ � \ \ \ ` � \ � 21J.71 \ � _11r 4,t 224.3?� STA. 1+47.56 TO 1+53.56 t+to 31s .� 2?9.o0 2so '� \ \ \, �. STA. 5+00.86 . \ t I I (0" TO 6" CURB EXPOSURE) 2 \ \ \ \\ \ . ELEV 209..33 \ RT. N 1� 3 a9i3 ??6.09 23?00 t9t \ \ i \^ \ \� 212.72 sill /+62. 12 R 1+47.36 315 ??3.46 232.(X! �• N \ \ � \ � \ �, _ _ � _ __ -- - - - - _ I r I HAWTHO E ac; PAI,LM,` '+ 6.34 x \ NEW QB. RT rA.' 1+ �" _-�'; PVc y,�s ►+ .TYSi S .?5.80 \ A , \ L \ \ STA. 3� 9. 47 JJ RT. ?. 4 a ,a ... I ,�� EX15T CArOH 8 \\ \ \ \ TA 4+78.7NEWI i sJ 13?.00 6.20 �' \ ELEV 209.73 IA1�21 65�' 11 R r -N X8.00 3691J�t AL) BR AR, IN �►�. 1+7� 1 R . FRS 1+75 33.3 223.49 23200 6.51 \� �• \� 27.32 L T, E E j ,?+07.33 33.3 223.96 2J2.00 6.04 2+1110 59.49 2260? 232.00 3.9'8 \ f � \ \ \ �`� � ! ,-• 2+19.12 26.74 225.70 227.00 1,jo \ \ \\ \ \ \ \ STA 4+ 5 2+22.8'9 5119 z �� \ ` '-21.0' L V 2 .20 � - .00 _ _ \ 2?6.48 ??9.00 2..2 ` \ \\ \ � \ 1E p STANDARD � \ � TA. 4+ar, tJ.� R>: 1 RETA/N/NG WALL DA TA CHART ` \ ?iJ.eo _ ?"? 2 .77_- _ GRADE BRfAkNE 2?4,3 \ \ - -- - - �� 4 1 I I OFFSET - TZ7 ELEV. TOP f!IWSH GRADE MINIMUM \ \ \ � \ � 44.gig \ �� AUTD BO+-TUM OF STATION NORTH FACE OF WALL IS FA CE) F0011NC H \ \ \ \ `'" '-- \ \ 4+00 _ J+75 )+50 J+25 ( 2+$5 ! 4+92,96 27.3 214,2/ 1 1 \ \ ` - _ _ _ _ _ \ fflt/LD! \ ?? 36 I 22548 2 2? Itt.00 J.?i \ I I ® 5+25 27.3 214.33 ?1[.3.3 2aiB..sO 6.03 ` �\ \ � \ ?14,.1,6 � � �_ ,��4• 1 C•h Y . 5+51. 9 J . , 4+4 , 20.7' L l ?0 ?14,90 21290 20130 6.40 POLL4,770H 217. ! 22355 X59 t \ uu I ?ta J? f SIDEWAL RAMP \ \ \ \ CON>7? MA HALE \ 5+75 27.3 ?l3�09 ?13.09 208.30 6.39 RIM-0214.QL ' \ \� A �. 00 i I 1 ',' 1 6+00 27.3 211 J4 2.•a 34 20&50 6.84 �\\ � \ � , \ 214.76 `�1d o8 ! 21856 22181 `r ' 6+21.47 27.3 211 01 ?tans 2f0 oo _5.01 N. \ \ ` \ 226.58 1.0 'L 4- 9.750 VAR/ES - il \ I STA: ,3+37.71 r � - -- 4.0' VARIES \\� \, �\ \ F� __� 5' STA:2�-22.76,33.44 L T. OFFSET. 27.00 L I j 2pY� END MAbULAR BLOCK 25 FT. 7L AND BUFFER N i _ J G R"FDIC S C ALE I ti CONSTRUCT 601 � .F MODULAR /3L K RETAWING WALL. VARIES \ \ RETAINING WALL. WALL HEIGHT i 0 ! END SIVE WILK, I I 20 Z��' �\ \ \ WE7ZANJ BOUNDARY I STA: 3 45.71 1 40 A�4 TCN EXIS71NG GROUND. APPROX, 7 HEIGHT +• ELEV. 211.25 '� �'� �� `\�\ f:, 8� \ OTFSE'T. 27,00 L LARGE TREE ROOTS EN TOP DURING WALL \ .r• � \• � ____ ` `l TOP OF BERMI �;_ f L T X7 ( CONSTRUCTION BE HAND TRIMMED. \ � , _ '� \ \ l\ SCALE: 1 2U (NOT VARI Ab'LE) 2 �1 1 ! �- � � , r _ , EXISTING i _/� CT- RIM .�r 61? \ \GROUND - F0,00T STD RETAINING WALLPOND SEC TION A-A \ \ \ \\ GL RIM(1 It 4' TLO 05_/23/95__ - - - - - - c TRI -- COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON QESI(iNED _ - --DALE L� _ _ WTIGARD PARK AND RIDE - --- - ---- - _ - - -- -- TJF 06/13/95 4,t 1.Tg3 f �;y �• PLANNING DRA�/N, DATE _ .• ' �- •-- • CAVIL C:N(tINEERMIO - -- - -- -- - IAN SURVEYING - Site Grading Plan _ ---- 0�/1$/95 KAMP2 ASSOCIATES TRI-MET CHECKED DATE - 209 KRUSE PARK ESS WAY ' . -_ t, '.,;��4' N 3e90 S.W. cou.iNs WAY . 1 /29/95 PKV MODUt.AR BLOCK RET4INING VALL DATA CHART TO MATCH REV. SVLK RAMPS _ ��A r1� � 1�o3)63S 62991 FAX( OREWN 97035 03) 635 5w Tigard �ner�s� Access Rd./ Pacific Hv��/• 99 ___. _ KI(l VI c .. l NO. DATE Bl' APPD. REVISIONS APPROVED DATE ---% SUBMIT E DATE APPROVED, Hwy _ __ 4i--�-- - --- - _ , � 7/21/95 SCAtrE� DRAWING NO,� CONTRACT NO+ 11612 SW Pacific Hw ✓ DATES SHEET NOS SIT 95 0030 1 = 20 c r-oo 96---04548 2 Q f 14 3 uf 15 APPROVED FOR , ,� C+C'��'�"R U�"'�"'l�I�It '�a '1780R.DWWIG IF THIS NOTICE APPEARS CLEARER THAN TNF; OCT 6 1998 DOCUMENT,THIS DOCUMENT IS OF MARGINAL QUAWTY. MICROFILMED lIj INC" ! !j!IlII+IIlII I i'IIIIII�!jllljl lIIIIIi�llljl ! !jlj� Ifiilll I I�IIiII�IIIII l Ij!jijl�lllll I Ij!jIII�fI!{i f II!Il�f�irllll) J III�i�IIIjIIi I�III�I I�I�I( INCH (LWT � pii1NA l IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIInII{IIIIiIIlIIIIIIIIIi flllIIIII II!IIl!III!IIIIIIIilllllll!Il�I!I�II►I II!illt!I !il!II I!Ilil!IIIIII!I!IIII!!I!III!fIIIIII!!i!IIIIiI!!IIjl111h!!IIIN!!!!I!II!!i !IIIIIIII IIIlIl11',i!►IIiISIttIIIll11! 1llIIIIII !Iltllllilil!IIIII!1!IIlI11I1!!!!II!!I�!!I A o B o (.. o D o E o F o G o �+ 24. -. - 240 8' LONG SIOENALK RAMP-- 2' � c� RAMP L.P. ELEV = 224.28 H.P. L LEV - 224.75 .60lATi�1 JONT `►� L.P. STA 1+75 H.P. STA - 2+09.58 SIDEWALK 226.60 -228.36 228.12 w N PW STA 1+75 PN STA 2+1&20 .______....� + h I P N El" = 2�0 I PW ELE'V = 22119 S� ,,. S- d e0 1 SIDER%LX ,r CONTRACTION OR i h ° �.- ISO(AT10N JOW\**c; DNtI�ECTED \10 W i r ,n 228.46 \ 228.22 r2 1 S JA;STING GRADE' EXISTING GRADE 'n N + � � " J'-0'C£1+lTERI:uvE l2' LT. CX aI + ------_-- -___-- -�- ------- ------ - - a �. N --- - ----- -- ---- r►�- - -1A 230 SIDEWALK s 230 _. __._ --�-- - --- ,,,. -- - - - -- -- _ �.�uh„ &aCx c�tP-•----- ♦ Lo CURB GRADES TO D' 4IMT A FrAai WIEPDXY ATTACH TENSAR l,EO&WD OVER _ill, I __ MATCH EXIST. PVfrIT. 226.95& TOPM, IL V S� PINS ANO PUK.L rAV T BEFORE 229.I It i'l1P 228.0.31 ~ PLACING W w --- s� CHART s�Hr cr-o01 B'''�`�' �- -- --------. __. -----------__--_ ____ - -- -----------------------__--_---- - ---� ------- -- 8'-© ANN. LENt;TH Gi�YALaRIID - I _ 9ETBA CK 17-1 .AC' \•.rocE cif PAVE)r1ENT s �--uMas71JAWD EX1ST/NC GRA (6 CURB EXPOSURE) 3 TR/ '17" WAP 8ACKFXL 3 TRANSITION-- • H VARIES l2' Rr. OF CIL 1 Y APPROACI�1 FOR BET-BAC - SEE CHART SHT CT-001 w/ ©�xr E CA z ZZU , ._.--- _-____._ ---- --- -- -- --- -- ----_ __ . - - - ------ - --EXS7WG GRADE 2.20 � N.T.S. �- COM�IPACTEn 8 G1T' �i 3 4 -A UNDER WAIL. 2 � a --- 21• _.._____- AIQp(/I�.A/? BLOCK l2" � � 1 STANDARD UNIT 4 PERF. PIP£'£' SURROUNDED , 2• IANC CURB 1ZAMP,TYPK••AL MIN. 6T Y 6 OF FREE DRANWNG b 4t oa 213.81 .214.06 213.57 ISOLATION .IOOtVT SID�E'WALK 2K ROCK NRAPPED IN ► 0. -- ----- - GEOTEXTIL£ _ •' Sff PLAN Ill L OCA TIONS � - - --------_ ------ - _-. ----- ___------ - -- --------_._ _____ -_..__ - _ _ - S••6A7E �Z:w 27E S"5 t VARIX-S - 1 �.001( +�~ SIDE1oMALK AW BOELOW S*LK - � � cc J0�lNT"AS DIRECTED. '151-OAP V 213.43 -213.67 ' 213.91 - -- -- UNDISTURBED SGML 210 m,�- _____.__--_ ___ __ _ _�. _ ----_____�_ __________ f 0 .. a a ___ - ------------ - --- - 2 -- ------------------------�--------------- --- O a \ CURB GRADES To �R BLOCK RETAIN�INALL TYPICAL 81gCTION A1ATY;F1 EXIST. P1/MT. C`002 N. T.S �� 212.86t 21408! 1•LIP 213 Oat USE• .7 4" 17" G>tIUS�*1? -- -- / � flu G�va'ES AIVb K'�IDs AP __A---------------------- ---- ----------------- AQP X AR WW15 AND 1 FT ANN. 8f}, W TAI.S CIF' BLOOM All 1 BLOCK MAX 2 BLOCK SUM& BIE1.OW BALI[ OF SNtX - N IN IN I� N •EDGE Of PAVEMENT 3. Tom, N --�- 00V MACTt�P 10 O�EIERA/N£ STEP LOCI IMSA (6" CURB EXPOSURE) BLOCK LIANTS M 8f PLACED LEML J' TRMSRION 0+00 14~00 2s 00 2+50 DRV - Y' F 3 ;SITE R IN PROFILE N T STA. 0+00 TO STA. 2+50 1 SCALE: NII 1*=20' VER. 1'=5' L� •• . JKr.towtNJlo►nn'� •. �A�,ttw7td.H1iJ ivilr"�Ht /JO/Ol/ltl./�'. AJ uw+rd Jn�II alfMfOlvl�f /ii[tOn J2 �iMy*S wJ for.!=!'of JwtAorpI • K.y.waJ�'tl'►d�, r w:.rnw.w frtlor •/1MMh � I _.-.. IMtor•�,o4t.d/.,rlrttsa/ I��.�st .�d•ny a/�S rwlA> ,aI ciowcrvte at fmov to o/ Inst on !ittr ,/0. . { , : /OO�inI to Aor t pn tool t4-t Iwalwal I v.,I V W Ail jianjr M a C.�.! xa-tny swpoat �rce \• dr+d L Hwy an4,tnitfAt r►.,. O ry L.P. El EV 21,2.96 rAe,e �r:oru.t/�atr/tee ra•dvy Z I L.P. STA - 4+64.90 I c J• .� p.r'hfii,.AAe 44#11 N lAe An.vrpnww alwMaiw, 230 _. ._.__ _ �.___ - -- - PW SIA--= 4+2919--- ---------- - -- -- - -----_ _. ---____- - ____ ;d ,trworta/swill f tGI fM oR �,� u,'-116, kJwtuiwworrrw tofo.thk All - .-.---- - -------- - -----__.-_.-. _ Z TO _ . •• _ .. Fla 6 =IQAL NOTEJ ��. PN ELEV_ 212.5-1 _ . ora N n/ftr nr�ltrN/wyir ott,l�s Aal qtr v^0orm fo JA*JdA%(rd JWu- Z `Z /lire �cB • C rpp �. D O E 0 F r�r ` Rim 205 18 (I )NI TYK) (v C �IU ,IIZ4 A J i� r `� AVID ® �1 - -- - - ----- - ----.- 6 - - - - -- G 'STA 0+90 00Q FOR WA TER LINE Of TAILS SSE SHEET CT- c- A(, C B ( •ic Til 4Z:� E SHEET LST-001 FOR IRRJGAT)01V AN =9.5 T FRiW PROP. DINE BACK OF CURB y 9.5 OFFSET FROM/ PROP, LINE I --/ " r 12 MANHOLE \ 12 STA. 0+13. 9 0' R r i I A TE )O LOCA TE EX rG 12WA TER Wr,� / R� \ .; INSTALL DOU6hf AREA DRAIN o Tp ,yA/�,+H E QC E 5T. 1B S,Y7P �r CONNECT INSTALL 1?."X 8" TAPPING L �iI " !p�gpp INSTALL FIRE HYDRANT ASS:. .3LY ATTOP MANHOLE " r- \ !.E.=?0�'.SO 1/N N. � TYPE I! (MOID.) - RIA!=228.00 ASIA TCN � � " 13 " .. 43 3t F. 18 CSP 9 SLEEti£ AND 6 GA TE VAL�E 1 1.E.=?02.40 our SE `, 1 INSTALL 6 M.J . LUG ON "\ 1.E. 221.85 8 IN N 5=10.5 t I " io EX T'G 1�' IN (VERIFY) " r END OF WA TERL INC 101P� I E=2?1. ® 1. . -Z26 40 18 our F\ 6 45 M.J. BfNO ,>• .� •• �'A'.r'ah R�.t, Onl. � L �... _ _ --_- 51 --- - - icnk RW Ip4 <I PL L E DON ___ ° C - ♦ q(.S�DE A (1 ►NCH 1 'pr) / AN - I . ottdr-07, . . . • *_ • • LA 142 40 0 �` ti . AC / ,'T)P.) DIPWT- 16&�.` . \ (� 1 ` ® 352,1 L.F. 18 PVC �vl4"S 3.84 C13 L�] " II I f ,,Ar, � �� , dp ? L F 4 f ._ o � _---- --- _._. .;r_ _ ��6�,,I 'Qr I j JS )?33.66 war AIMI \ £ A,_l INSTALL DUTL ® PROnLL 2 PRO TEc nav w/ IN. CLASS 100 IP! R \ ------ ------ _ _ .._._ .. • =201.90 EX TENDED OR Y•----- 4' PVC PERFORA TEL) PIPE 13 - o TIC.4 DE7EN nON POND ( r,`_ ,N T BASE OF Wil LL. EXTEND i \ 11 U I \ TH - I fir' • J ! RU WALL NEAR. Ct N TER. <Ir r�1 �Q ~ ` 1,I CONS T &OCKrxj r ,;V WALL `�4" LOn1�01� \ ! I AV/ 1 MIN. CLEARANCE. / f I d fItANf I ( � I CIA YUGH' INTO POVD/SWALE. l \ I1/1;itic x ' ', 4� 1 :t '.M a� \ ( TA. 5+49.57, 4.9' RT L£ANOUT y. I ► \ \ I 1. .67 1 F. G Ass swaLE---- \\ J =212. SS I !NS tAL 5�!8p 1 t.1' R T.CT g ��\ \ , \ 1RAFPEO C.B. \ Z' £, sa 1.soar I � \\ ` RIM�-213.52 I / INV A LF' 6 DIP f I AR ..r 3 GRAPHIC SCALE _ / u /20 0 20 luAl ARE 1�IN�N \ \ 1 WIDE BERM r 1 4 w *ALL \ \. TOP EL£V 2 11.25 \ `� T STA. 4+64.90 1? RT. SCALE.• 1 20 \� \\ I INSTALL TRAPP cI \I m \ \ \ \ � \ I� ED G.Q. \\ RIM=212.65 r E.=?11�25 IAll 5 LF 6 r' PVC PERF. PIP£ A T B / / J AS£ OtF WALL 3 DIP 1 j { J CONNECT ro 8" PVC W/8"X4" WYES - , STA. 3+29.3 47 33 CONST. BLOCKOUT /N WALL RT STA. 1+78.24 2. 8 RT l i 1 STA. 4 f 52.50 15..5 T G = l,Y. ANOUT N INSTALL CLEANOUT INSTALL TRAPPED C.E. C, .£ANOIJ4 00 S S r '� I W/ 1" AI/N. CLEARAhL1E'. 1 _ _ RIM 1 _ _ F \ ` 2 8.00 _ w ® RcA/:19112.27.* S - -RIM-218.,�?14.00 OUT J.E = 220.Q0 _ _ 4 NAWTH f a CA.1 STpRM I. 02 5 LF 6" PVC 6 I / 4'; �_6 , 1 (" P�g!►5 5 D.J.P. NO - _ I / EAIpA (:A 8X8 ./.P. � \\ \\ - '- 8 L. . 8 PVC Sa3 06� v ANO1T 4+51.5, 2f� LT \\ " 100 L.F. 8 PVC Sef: )� ,. I 1, lE 210.20 \ \ 8 45 PVC BEND [� •7,�' R/ l * 232.30f \\ \ \ \ 8 L F 6" Plc, S=�.25x \ lb W/ 8'x8" C.I.P. T 7� l.E, .. 223.48 L••°9 p.5* OUTFALL \�\ I S11-k4+87 38.5t LT INSTALL ANOUT 4 \ \ \ \ 5 L. 8•x'VC I 1 i + 114, �r �' E RIM = 23�30t / \ \ S"2• k} $ \ LOCATE EXIST. 4 PVC AND \ \ I i 2'•-J� BEHIND WA CANINEG T \ , �� \ N � . � LL W/6 x4' WYE \ ( RELAY FXI'G 4" P 3:1 POND SLOPE (Bf YOND) � � -" -' -• �: IF !DCA TJGW - TRANSITION 3 1 PUNL.' SLOPE TO ``\ `\ \` \ � 4+'S`3' 43.5' L T I .- -. + _ .- - - I \ CONFL11-'1S' W/1VEW SLOPE` uro ` l \ \ \y OUTFALL ; 5E'R % 'B i ••�cr,,�L 87LFf 6" PVC W16-1p' 7 1 ?' MATCH SL�wf BT►M/. �fREA DRAINS 1 H/ND WALL AS SHOIMY. BT/gyp/NG anlo \ \ IPRO DOS i I **�- - - L_ _ _--- � --�-- - J - --- 3f I - --Z �� _ 2, _ Z+�S ' • • ,,.,,. / 4�' et ND P I - - 4" CLEANOUT \ , - --+� - -- '� MOVE EXrG 4" PVC \ eEL o w NEW c ONIVEc nON. 2 lE NOUT (SCREW �• \ \ \, r / � 1 icy 1YPE) r•L'�G W7?4 5/8" e �\ / J J t. r ` • \\\ \ � STA. 4+4 , 20.7' L I • `\ HO(f !N CE r:TER OLLUnON \\ \ \ CONTRAIL M HOLE I I 0 \ I R/M�214.00 • • ~ ` , 1.E.=a 10.65 8 /N NW I.E.=210.65 8; I S. I " aI 4" PVC PIPE - • r SUM BC 1TOM &T 14 • 1380 TTOM rw Z t ! _ _ 6• MIN - T 4' PVC PIPE • V O?08.0 \ J I \ \ \ \ o \ �\ 25 FT. rbE'IZAND BUFFER � I MIN. \\ ' WETLAN I DAYLIGHT \ 'N 1 MIN. D BOUNDARY J IE $ 229.St PVC \ ' • ``� INSTALL OUTFALL \ 6. . _2=0' _?--0 -- r\. • ` ` 1 I P�OTECnOnI \ \ f / DALE AREA pRAlla TYPE 11 IMOD.) _ \\ `.� \ \ CL 11.45 I \ \ 0046 I l / !c, Ot/T ?04;'3 L -----' - -- - TLn 05/23/95 TRI - COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON - - - CESIGNETIDATE. -- s Ppnf� TJF _ 0 /23/95 11,�ie TI�GARD PARK AND RIDE LAND S~.r : Site Utility Pian PKw o�/le/_g_ 5 KAMP ASSOCIATES �t Y - --- TRI-MET 2 8/2°'/9_ ►'K1J REV, DRAINAGE PER CITY OF TIGARD BLDG. DEPT, CHECKED c�;aie e � �4 «�, PARK �t,�wlNc �� MCI S.w COU IMS WAY • . 1 8/�I/�) PKV REV, DRAINAGE PER CITY OF TIGARD ENG DEPT. *�/4KlEL W1E��' ('503)635-6291'"��a s-' o � ar� Cinema A�: _ cess Rd./ Pacific hw�ry• 99 NU. DATE BY APPD, REVISIONS APPROVES --- PATE t)F DATES APPROVED DATES �1K• `- _ 7/21/95 SCALE, DRAWING NOr CONTRACT NO,, SHEET NO.• >>s+2swPe�lr�I�wy � 1 " - .20' Ct-403 SIT 95-0030 5 or 1s 95-04548 4 Uf 14 APPROVED ' FOR CONSTRUCTION .9117808.0 IF THIS NO'TIC'E APPEARS CLIEARER THAN THF. OCT 6 1998 DOCUMENT.THE DOCUMENT IS OF MAR(JNAL QUALITY. MICROFILMED INCHlMoat INcm"�l r I�I�I�I�If I�l�l I�I�I�I�I�I�IjI (�I�I�i�Ilill I (�l�j(i !�(illl I�I�iII�lll�l I Illlijl�11111 I I�III!Ill�iji i I�i�llliJ�lII�I I i�l�l�tll�l�l I�III�l�lljll! T11911IIuII�lnlllll.nttllnt ullll�!! ;IIIlltnlnlllnll tllllnnlnllllnl �tl!Inn IttIII!!!lnulnnJfnllnl!I„tflntlUf+Iluntftltlrrt !flnl, n,tll!tt I!Ifl!!!t tltf'tf!fli t!!ff!!!!tfflfffl fill llNl !flflfl!I�Iffll�tffl tll,Jttf�l ! . ® 13 o C O D 0 E 0 F H NOTES: _ 1 1. ALL SIGNS SHALL CONFORM TO � -- Iv DRI Vf WA Y MU TCD DIMENSIONS AND REQUIREMENTS. - T OF /� 2. ALL `SIGN POSTS SHALL BE ME TAL. REMO/ `[' .41 n --- - E.KT'G STRIPING. BEGIN NVSTALLAT101M 3. PAINTED MARKINGS, EXCEPT FOR SPEED t x1RUDEP i'URE+ INSTALL SPEED BUMP W/ CL. INSTALL 40 LF TYPE 'B" STA p+p0 OF 300 L.F. 4" WHITE BUMP, SAHLL BE AS FOLLOWS: ' WARNINGS PER DETAII- IN TRAF'FI'C SEPARATOrR A CURB LANE STRIPE. CONTRACT DOCUMENT; ) PER DETAIL /N X9.5' OFFSET FRDII/ PROP. LINE HANDICAP PARKING SYMBOL TAS+42.35 M CONTRACT DOCUMENT5 4 DIRECnONAL ARROW _ --_-- _- _ - _�_ .-_._.-.-.� BACK OF CURB _-r- -- RAI! PROP. LINE oo _ rc SNE .STk/P£-,, ;_.__ ._ .-- -- . __ __ .__ 9.5" OFFSf'. F � INSTALL 300 LF 4" NHl1]r STRIPE CONTRACTOR SHALL SUBMIT SIZE AND 7 . -- �- fND 4' WNI STRIPE - .. ...�_ ,...._._�....; CONFIGURATION TO TRI-MET FOF? , REMOVE EXI"G STRIPE -` J0. 10' 46.20' - - -- c ANE STR_ IPE APPROVAL Fkl�.�? TO PLACEMENT �� ~-' - 10' ALL PAINTED MARKINGS SHALL BE WHITE. � Z cy r PAVEMENT MARKINGS SHALL CONFORM 70 ` ' � ` • � ` ' - - _ T -< H MOST CURRENT ODOT SPECIFICATION N 01'56'51" E ^ . ' 311.02' ---.-��------ _ . __ - - r .~_01' FOR BEAD BINDER PAINT. COPIES OF THE - �`-�- ----.- _ _ Y'* �_ � y �, j �.� �� ` *0 p • . s MATERIALS SPECIFICATIONS ARE AVAILABLE FROM: � / : _ - -- - Qg ENGINEER OF MATERIDRINY ALS AND RESEARCH r�� STA: 6+12.85 - __= r u �� ,,•-•. -�. �.,.. �,� �. •.rte ,�� ® HWY. MATERIALS LABORATORY �`' �� 48.00 L T l �� t t __ c' 600 AIRPORT ROAD S.E. II - I m u 5 ' SALEM OR. 97310 / \ PTN A D (503) 986-3100 �\ \ \ \ I I 95 6' 104" 24 t �' \ 4. SPEED BUMP STRIPES AND TEXT SHALL II I �, �` ----- BE COLD PLASTIC. 5 PAINTED STRIPE', SHALL BE 4" WIDE STA. 5+95.,36 - STA. 0+42.02�' WHITE LINES. , „ \ £X TENDED DRY14 TIG�1 R1� S \E TEN noN POND I �_ f,V s \ i I 0 z C C C c. C C C C C C \s - 51 C W o \ \ T4._ 5+65. D - 0 ► \ \ 14 LT �88' C C C C C C C C C C C C C C C C C C C C v,C C \'r 1 13 .F. GRASS SWALE \� 1 kA I I I I 2 + \ 4 NANWAPPED 2' WOE, 3-1.60 ' 88' Q \ \--A ,- ••r � � ,STA. 1+0229 � r�r I '� • - _ \ \ � \ n \ .r I Z S 01'56'51" 1 1 CURVE DATA \0 - N o 56 - HANDICAP SIGN \ �\ 67 - - CT 00 NT 1 S O 17'J8'fJ' \ \\ \ ` t 2 TA D R + > i 1 R = 100.00' \� , -�7 - u � J0.78 \ 1' WIDE BERM �` 0 - _ Ori ELEV 211.25 �1 2 k� 36 3 \ 15 00 ® R - 175.00' STA. 511 t..36 \ \ / R3" ® I L 53.87' \\40.51 L r � \ � 0 \ STA: 5+00.86 \ \ ` \ +� I 10, I O = 90170'00" 38.24 1.T \ \ V _- 0 7 _ f 4' \ 00� A3 R � 15.00 ��\\\ ' -- _ - --- - - - - - --- --STO P - -;~ - - - - -- rp. 1A 44z \ TA; 4+7 . 7 \ ��.\ \\ 8.67' 52 o TA. 1+62. I -;O t 27.32 L T `O STOP siGN o = s4v9'o9' \ _ � I� . CT-004 NTS tF { R = 1500 \ L = 16.80, (D 4 \ 3 7 T N A D A = 25'51'15" \\ STA: 4+51.5 \ Q R s 100.00' � 21.0' L r \ -`- • L = 45.12' V I46 s 0 o w \ \ V N I • N 3+�75 _ J+�SO~• �J- S _ J+D_0 _ 2+7 U 2+50 7+1� - _ J6.50' D 0 N 0 f N T >�� 0 PRECAST CONC. WHEEL - N) E ER SIGN ss ,,�0 sroP" rm. - N CT 004 NTS - 87'_ � h NOTES.- \ \ C C C C C C C C C C C C C C ( C C C rr C '. SIDEWALK IMDT;�;S ARE MEASURED FROM � I "Ci ( • BACK Of CURB. ALL OTHER CURB \ O P C T I DIMENSIONS ARE FROM FACE Uf CURB. vvw� 01:W51-_EBUMP -- - P.lR�IA'C SU,,Y�YAR�' - - \� \ 410.74' .- SAHEAD SANDlRD S�,lC6S !zI S8� FUTURE ACCESS W/ 4 PARKING SPACES "4EMOV£D � \ !'D,Uf',lCT SP.lC�'S B2 .?.5� ' \` LANDSCAPED ISLAND COIv„TRUCTED -- �, 11,4NDI64P SA4CJS 7 7X �---- 25 FT. WEBETWEEN ACCESS WAY AND>1AND BUFFER ADJACENT PARKING SPACES. -r T07V SPACE'S 210 10499 � -- BOUNDARY EXTEND CURBS AND P VM T TO PROP. LINE _____ ----- -- --- -WETLAND BOU D RY AS SHOWN. PUMP AHEAD SIGN_ -- CT-004 NTS - - - - TLLI 05/23/95 TRI -- COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON - - - ��. L.< I a t�' nd-+ TIGARD PARK AND FIDE -- - TJF 05/23/9.5 11.700 s o._. %-ANNIaK; 0 WN DATE OWL UN(**1RM A") /// IAND SURVEYING SITE DIMENSION + SIGNAGE PLAN PKw 07/19/95 ��! .1 � KAlNPE ASSOCIAN CHECKED DATE A '�L/ �4 20'9 KRUSf pN!!( 0"NO TRI-MET _ 1 d, �' 3990 S.W. Cal INS WAY �,�� • • • _- _ _ 1/ .1 4� L,5- �°° GN -UM Tigard Cinema Access Rd./ Pacific Hwy. 99 1 8/29795 PKV _ ADJUSTED HANDICAP SPACES/REMOVED ONE STD. SPACE PER CITY OF TIGARD dKlf( rn�� (�o3A3e-e29i .00. OEM 97035 N0. - DATE aY APP D. rtEVISIONS APF'ROV DAZE` ---- -- - __ SU D, UPTE APPROVE DI nAYE� SCALE, DRAWING NO.; C[INTRAC - HK• 7/2b/95 SHEET NO1 IT 9 00 Pacific Hwy 1 " = 20' CT-004 .96-045,08 5 of 14 SIT 95-0030 -�� 6oi15 APPROVI"'FrO CONSTAUCTIO, IF'THIS NO'1'10E APP7ARS C'LF,ARER THAN 7'HE OCT 6 1998 DOCUMENT,TILE DOC:UMCNT IN,OF MARGINAL QUALITY. INTiCROFILMED Ijl{►fill III III lllllijillllll !ll{lIIIII'll ! ! I l l l t l i l i l I �li I I ! +I� i l l l l l Ili i!I I Ii l l ill{I I'I{Ilill I{Ij! I I I{III IIIIIII I l i l i i l ! III i l l l I� _I N 'LMACWPsCM !A17 LT W � ( II � III Ill , . i i 1111 I , I ► I ILII I I I I II { III II I ► : ��I�I��l��nl�� l,,lll.11iiilllil�ll .11, Innl�nllull!nninn nnlinl Ilulllnlnllllnilinilnlllnlllnn nlllun Inllnllllull�nlinllllln�lIIIIIIIIIIIIIIII,I►�Illllrllflnllllll IIIIlIIII Illlllfli IIIIIIIc= Ilnll�l; I�ill�Illtllllllllll!i�'IIIIIIIIIIhlntnnlllll►�illllltl�fll, �17 I IN � J/ •'=ate I It' y,- ,k ,�. 1000 100.1 ofd OHP ----- s•. y S, 4'r ._ prt► JfiP T - - '�- � �►+r✓ ----- otic` s VtlP -- r ____ __ OW -- "� .o. p - p '_ �_ sr a � ------------- ---- 4f 29+30.LOI 39.91'.* LT "coo, w .r tea*H ELEV 237.65 ANO BUS TURNOUT & CURB TAPERtW BIC VVLE SW NES � e * x ; I INSTALL BICMIC DINE MARKING -_ P � EXT'G STR/F'IN �. #r.. P.4 ci A1C H#rr Ovo. 99 ') i i-c STA. 2�it2B, 33'f L T �9t?7.�, 47"LTt REMOVE EX G C8 GRA TE Bfp Np��! B/CYC .E �c/P LINE --- w w c INSTALL MA XT' LINE S.O.�p G�V� �'0 E G SKS_ - ----- -- -,- - Rf•MOW EXT'G C8 GRATE&---- - _ 30+OU (INSTALL SALD REIN. COMA COMER W/ HANDLES® _ _ AD�JST TO MATCH EX C PVI�/T - -- ------ _ TO CONTROLLER I _ ADJUST TO MA TCW tEXT'G PV><IT — I 28+� `_ �_� 27+00 26+Od — --_ 25+00 N 55:79'37" £ � ..._ REMOVE E'XT'G CURB � I ! t —• I — -- — ! -- --. ._.__! _._. _ . _ FROM FACE OF ----- -T - -I CA TCN BASIN 13 STA. 28+68.88 STA. ?7+85.8$ MEDIAN ISLAND. INSTAL( EAR ?9+52.15, S 1.38' L T f TA. 29+26.7, 39.7 f LTG - 7 L4 _ - S►. ?3+.3 131, 46.3 L Tt END PCC BUS PAD BEGIN PCC BUS PAD � � 2 BUS TURNOUT i G�flR19 TAPtE)P 151 L.F. STD CURB TOC ELEV ?36.841 "�- 'L s,�� NECT TO EXT'G DRAIN PIPE ,'' r - t9U5 PAD ELEV 239.73, ' L r Lr BUS PAD ELEV 24186, 3EY 5 L T �, . �w SA WCU T & MA WN EXTIC CURB & SI>~[.K -- - --BEGIN SOU TH-91tYat VZII UNE AS SHOMIN REPAIR ISLAND �•T r BEANV CURB rAPEIP 49.3' L T �"`- END CURB TAPER 49.5' L T ;: -__ �# � �' PV1♦IT AS DIRECTED. ,_ -T- _- � , � CB RSM 2.13 4 � A , ri �C 2 8 Tlx: ELEV 240.31 I.E. IN ?40 ; ' TOC ELEV 244.22 �,/� L4 0� Z M,1� EXT'G hVCYCXE• LANE UN& 34.5'.* LT 2 � .,.- 4 _ .T T W. � 2 - ( C _J� .' ,R..R.....• •s r • • •••f •.r•_.r■ •r1w y.•a asauaa.a . _ __ _ ___ ---- _• -'—..'j �) '-- - - ---------�-..�._.---s T--. R X -� 1 r 1�C RX �,`,� �. j ••. •.;...•..•..• ...�._� .1:� _ - - - _ _ _ = L—y�ry� c qrE 4 w =J t w 'Ec �� I �_ •.� - r .�rw� r•r.•1.•-�r •w r w _... w+ �� •ww•w•... � 1 SA•IVV T UNE•• w�.�1 � - N14► aa•.rwr,a • • f rr�r•rw•rrrwr•.w• ii rZf �r'�M+1 &wi�Zr... 7_21 r r•..rrr••rr•••.•�rwr...•.•.rrrrrr 1�••• ••••r .• _ - __. _ _ __, • _ - ' 1 • `�T ^ ` _ ••Alit_ "M•"t....w._ r..- '�,-=Y :..�. �t:?c- :71r• :,: ! w!w. . 1�',"�'.•I�w.....1a / �I` �JIr •`�' •• m RR ` — - --- `1 I • • •• • • • • { �• w. �. 7� v.. w -.. ... - � "u c.- �.r"' - c�,` .•.•... ,,.�, .w.., �•��_lw.lw lf• 36" IIII MAR TW. �AT I •/ - _ _ ?IO CGIdTROL1ER RX 'j , .. _r • • • •• • • • • ♦ LL • vim'• • • • :r+ _ _•� __ - _ _ _•. _ .._L- .. .�. .v-w _. .. •w 1-i 4 U 1!7 •• / ` ,_..... _� . ."`. •� v • • • Ln 11� _ -� ��_ -i �' _ _• . r ,.. , y - • _ ._.-- _ _ \r^ I Y` / t ♦ ' -..; I_ /, u •i t \ a-iO 1_ `-`{'d'`-..r . _ • V• . +•w..r C' r,y,,,....._..-._.-.�.•.. r.._ y- •- �-• �_ ��,�r•.�..ri.4rN r.r.mow• + + _ I Lk JIB RmI _! �X - _L �� 1, <'� 'FS �y �� c I:.' SIA. 28+38 , �� yr- ._ RE OCA TE EXT'G SIGN TO BK OF SLACK `� / rf�,, \ Sf �'tNT U _ •�' APPROX. UM17S CUT AND FU %O10Es , 4 4 .. FC, y l;t % T wrY'✓*J �\ +� 24' DRIVEWAY_ ` — � _ w ♦♦'� '' m6 ' o. �/ C, 44.- STA. 28+a1.?8 6'X 2e- -�• "�J�� s►s-" — �� Lw �/ % •, ' ' e ,/ 3 pc'"I�, 4�yP�cc s�rfL TSR PAD, 6' TN/pc C— -,~ STR I PI NO DETAILS 1 `' �� 0 4 NO TES: y�c� �' �� 9' 3 CkL4 16RE71/0VE 241 LF EXTRUDED CURB. �Y SLOWES IN 44REAS OF EXT'G PVMT °t�� EXTEND CURB & SWX TO MATCH (STA• 16+7.5f TO WALL ON CINEMAS ACCESS ROAD) NOTE. 1. ALL THERMOPI-ASTIC PAVEMENT MARKING r r r ,� P� NEW CURB & SMiK IN FRONT TO BE PA A. WTH ? MIN. DEPTH CUSS C AC i ALL EXT'G CURT,- PWT & SKXS MATERIAL SHALL ?E INSTt,LLED AS PER AIKF LANE SKIP LINE -• 6'• WIDE G�' 1 of RETAINING WALL SEE sHTs ow ?w MIN. AEPTPI 3/4 Or AGItECATE BASS TO BE RE7HOVED B£TM£EN SANC,Y/T SECTION 2940 OF THE ODOT STANDARD WHITE LINE. b'�' PA VE ORI V£WA Y W TH FULL DEP 7H CL. "I A.C. •9 13 l.lNE IN 99W AND �� CT-001 AND CT-007 FAR DETAILS � �J� A. � CU!•�7LL UMI TS SPECIFICATIONS FOR HWY. CONSTUC�IION. __..-. Q► SA MCUr EXT'G PVINr PRIOR TO PAVING G�' Q STA. 25+34.51 TO ACCESS ROAD 2 ALL PAVEMENT MARKING SHALL CONFORM S 3W- SEE 'R' O ' INSTAL_ 15 LF.• 12 RCP � SLOPES AND OWY � MATCH TO NEW L- 1 SELF SHT NO. C�-OO.� �� ! C S�VCn�• f�-y S - aOa5j FTA/�TT TO THE M4`' CURRENT ODOT SPECIFICATION FOR WA TERLINE ,i .�� COINNECT TO EXT'G CB ALL NEW CA Tt;H BASINS TI:7 HA VE 18 SUMPS FOR BEAD BINDER PAINT. COPIES OF THE EVEN-90N DE•TAILF' '' L� �1 SOLD REIN. CONC. CB COVERS SHALL REMOVE EX TIG C f!A TE & INSTALL ,� MATERIALS SPECIFICATIONS ARE AVAILABLE FROM: 21" 140r \ �' `~� REIN. CONC. COVER W hANDLES I'T bE CANSTRUCTED IN GENERAL ACCORDAkI� GRAPHIC SCALE ENGINEER OF MATERIALS AND RESEARCH ON EXT'G & AD„L T TO MATCH KITH ODOT STD L'I►1G NO. 2105A. PVIWT C>�I S: 20 0 10 20 40 HW MATERIALS LABORATORY CdY1ITRACToR To VERIFY' CB D/M£NSms. ® / 600 AIRPORT ROAD S.E. SALEM OR. 97310 BICYCLE LANE MARKING - SEE ( :,03) 9& 5100 ODOT BIKE LANE STENCIL STD. I_EGENQ — TRAFFIC SIGNAL INSTALLATION II RETAIN AND PROTECT N INSTALL (N) PAIR OF I EXISTING CONTROLLER LW LOOP NARES - -- 275.00' VC -- EX RETAIN AND PROTECT LF INSTALL (X) PHASE (PH) LOOP 26D --------- GRADE d EXISTING JUN TION BOX T FEEDER CABLES 1iX/ST. 260 RETAIN AND PROTECT EXISTING INSTALL 4• X 4• X 4" GALVANIZED CAST b PEDESTRIAN SIGMA; PEDESTAL ® IRON STREET BOX WTH (S) INCH + 4 fX RETAIN AND PROTECT CONDUIT TO JUNCTION BOX + r q� 4) EXISTING HARING INSTALL (S) INCH OS EX REI AIN AND PROTECT ELECTRICAL CONDUIT •i _ _.__ ._.__ ----___ -_ r_ __. __.__---________ __ _____- _ _ - -- -- - EL EXISTING ELECTRICAL CONDUIT /` � � I � q � -- --_.._.__—_.___�•�x___.__._- _ __ - .- CJ SPLICE NEW ELECTICAL CONDUIT _RX , REMOVE EXISTING TO EXISTING F LECTRICAL CONDUIT I s JB JUNCYION BOX N-C INSTALL (N) NO. d TYPE THWN j (<1 Q- a m m RX " REMOVE EXISTING (SIGNAL FY' COMMON)"RING 0. TYPF 250 INSTALL _ - N (N N 14 _ I I REMOVE AND RELOCATE EXISTING (� IN WN WIRES PEDESTRIAN SIGNAL PEDESTAL REMOVE AND RELOCATE EXISTING Qr HARING a �____ __ _ PROFILE -- GW PA�IFIC HIGHWA Y RI REINSTALL EXISnNG PEDESTRIAN _--- _-._ --• _-__ ___ _.__._ _. , ___.___-___- O - _ i SIGNAL PEDESTAL ~! I - SCALE. 1 r=20' HOR. W REINSTALL EXISTING ( 1 r= 5' VER. W wIRINc AX ABANDON EXISnN, DETECTOR ?40 240 I CONDUIT - _...._. Q ADJUST ELEVATION OF EXISTING JUNCTION BOX _ TO MATCH NEW SIDEWALK GRADE r,�,�+++� CG-1 CATCH BASIN 1 1CA �'g/V, f STA. 27+36.7, 48.0 L T 5 STA. 29+?6.7 J9.7't L T i RIM 246.23 �`.'./ INSTALL 1 C X 10 X 1 N (MIN. DIMENSION) RIM 23.7.12, IE` 234.601 IE OUT 243.68 PRECAST CONCRETE JUNCTION BOX 0 f'n'NNECT TO EXT'G DRAIN PI E I ` - ---1 - ----- ..____ - -- — --- -- - - ---- -- -- 4 ABANDON EXISTING VEHICLE DETECTOR LOOP, INSTALL NEW ' 7/ PHASE (PH) 4 FT. DIAMOND VEHICLE DETECTOR LOOP PH PHASE SOF C 4�i •� H b O 10 i jA Os k � NUMBER OF CABLES SHOWN 'QF Q V N - NUMBER SHOWN 230 ^ 5 - qZE SHowN 30+ N N - 1�1___ - - N -- N_ N I N (� 230 DO 29+00 28+00 - 27+00 20+00 ?5+00 PKV/TRI. 3/19/95 r TRI -- COUNTY METROPOLITAN 'RANSPORTATIJN DISTRICT OF OREGON - - DES[ �f ��1`l 11��ff TJF/BLS 6,28,95 TIU�� D PARD AND RIDE owl_ -_ -- -- »LAI c URAVN DAVE - ! aM� ENO EERM 3 /23/9 PKW __ ,,TREET/DRAINAGE PER ODOT _ - j / ---- / ��TT.r LAND SIIRV(•_YYi(: SW PACIFIC HIGHWAY /15/95 PKV TRL WEST. LOOPS HWY 99 3' TO +' ^ PKV/TRL 7/26/95 p .�,�r KAMPE ASSOC ATOS Y CONDUIT WIRES 3 TO 6 IN ACCESS ROAD CHECKED `-DATE �►� ,e* �„y 1e �� TRI-MET 209 KRU% PAIL OUILamo , S ` ', � � "Op sw. c^,M4s WAY035 FRONTAGE IMPROVEMENTS A uK� os oo, o�c^a� 97o�a 1 9/@/95 PKW TRL LOOPS 151,16 CHANGED 3' TO WPER ODOT __ _ 4 KIF.L WtE� (503)635-9201 FAX(503) 53•-54W LA0. DATE BY APPD. REVISIONS APPROVED DATE APPROVED, DATE( CONTRACT NO,SCALE, DRAWING NO., SHEET LA0. �,y � 7/c//95 1' � 20' CT--005 9F-04546 6 OF 14 11612 SW pacific H p SIT 95-0030 7 of 15 1 9f I AW1.DWCAPPACTI IF THIS NOTICE APPEARS('L,FARER THAN THF. OCT 6 1996 DOCUMENT•TILF, I)OCUMENT IS OF MARGINAL QUALITY. MICROFILMED I�I �IiIIIIII! III;►� I� I �I �I i I�I�IIi�i�l�l Iil111111 !�!I,IIII!�Ill�iil�l�l'I I�f�Cjlll�l�i 11111 !I;II)1 1 I;IIiIi�lll�l I lI!II�I'i�!ji I I�!�I�IIIIIIIII IfI�I�IIijl�lll !�!�!�! !Til ItA1CN M�W cNINA at�IIIIIIII! UIIIIIIIIt!II!II !(Il !I!I !I'I !ill !lllI!!I!IIlII!!!IIIIIIIIII�lll111!IIIII1111;111!III!IIIIIIIIiIIl1IIIIIIlIIIl�I11111111III11IlllllHl 11 1 111 1111111I1lti IIIII11111IIIIlIi!IIIIIIIIIII!I1IIIIIIII!I!IIII IIIIIIIIIfill III a IF Ittt!III Ti! QZ� I i A 0 C a D E 1 FILTER FABRIC MATERIAL FILTER USE STITCHED U3O'S 36• MADE Ri]LL:i _ 9RIC OVER $•x Z' Pai'fS -- �` __ - - �_ . + _► .c WOW MATERIALpr — \ • + •+ • I • • + • 1 ^� v � Zo \ + + \ ICO GTI F--•=- — 1+ + +• \ I N SG�I {IRIS ` : OV?i<ALL i'R0)�VAiQN ,/ 1V `00 � \ � I — I .911/!•V1NGWWI SEED — 6'MAXIMUM sPACING - '1' I Wo FRONT VIEW SIDE VIEW- AS 1\ /Norm , - 4 C T�0.06 CON (01a - v, I �a� R + �� ANGLE BOTH ENDS OF FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED NO E S— ` \ r ---NINE 11tAPPED TYP. roc \� \\ _•��J�►� ` VERTICALLY BILLOW FMS" GRAM L ex r f1 rsI a STEEL 111001 \ INTERLOCKF-D FD's ' \\� 2'x 2' POSTS 3. STITCH D LOST TO K NaTALL✓ D \ �---i aIaFAL.L. PrPVt T)AN _ ( �UTD �, \ AND ATTACH DOWNHILL SM Or sLaK. 6 T`006 * SBRVICI" \ VIEW i �. COMPACT Kion" K-NLToe rAafgc TOP ` i p MTS AIFlr STAIEN TC T—006 AUCH A SM AIB - / I As IIIOTev I�""'�— \ Sediment Fence s TECHNICAL GUIDANCE HANDBOOK j DeitaK Drawing 3-2 Seeding and Mulching Notes: AA- All areus disturbed or regraded during construction shall haw r,� o v&90tataive cover growing by November 1, as determined I 1��-25 Fr ;Un AND BUFFER ` � � `� \ by the City of Tigard Inspector. Please see, the USA Manual GRAF= WMA \ � l i —OE]ILAND B'oUNDARY \� Erosion Preventlon and Sediment Control Plans Technical mss" OR" \ �y Guidance Handbook' dated February 1994. Disturbed areas shall sire Na N, t\ _ / \ be seeded upon completion of grading construction and must ♦\ \ �� be fully established by November 1, 1995. T'o achieve rde note � \ q \ 2' u0N VARICS 1• Mev. B• wkv, grass stand, the Manual recommends seeding and mou;whinq by �, •t. -__ - - .-� _ \ September f. 3 �\ I \ If gross is not growing by September 1, all disturbed ureas may be hydroseeded and all slopes of 2: 1 or greater arc!; have erosion CONTROL PLAN control matting installed b October 1. After h rosesdin if 00810114 _ y � 9• �Anr s►,>EFT disturbed areas still do not have a vegetative cow by Nov. 1, SCALE: 1'@40' alternative erosion control measures shall be installed that may include additional berms, matting, etc. as approved by the City of Tigard Engineering Department. B. Hydromulch shall be applied with gross seed at a rate of 2000 LAQEND; !b./acre. al slopes -steeper than 10ercent, h p ydroseed and mulch shall be applied with a bonding agent (tockifrer). Application rate SEDIMmT FENCE" and methodology to be in accordance with seed supplier recommendations. " f7M.TER �AANfF.T GRAVEL CONSTRUCTION PiJRANCE C. Dry, loose, weed-free straw used as mulch shall be applied at • • , 6'-0 double the hydromulch application requirement (4000 Ib./ocre). (.&W. XASS f' Roos PRr)T T I*-CFOV Anchor straw b working y equipment (rollers, (arM�nr, aAss fuo RWRAP AT Ie" P� y g h b hoed or with a ui meet OUMAU AS SNOWW ar PL4N) m' S1EED AND MULCHING cleat tracks, etc.,'. 600MO AS RIEGID U.V M CU ,ERT BLOCK AND DRAW! INLET D. Mulch shall be spread uniformly Immediately following seeding. BARRIER (SEE DETAIL .3-78) E. Soil Preparation - Top soil should be prepared according to 1 Q U T F A L L P R O T,��T t 0,� � lond�ccope plops, !f awAab/e or recommendations -� ••. WIRE S(FrELN CT-00J6 (SVTs) OUTFALL PR01�cnav . endations of gra,,, _.,red • supplier, It Is recommended that slopes be roughened before 4 (E'SC) NOTES seed;ng by "track-walking," (drly 79 a crawling tractor up ant! down EROSIt1N1SDlAlENTAnav G1Q/vTR01. PLM - slopes to leave a pattern of cleat imprints para/lesrl to slope cont.^urs) � trE moa Sediment Fences Notes; or other method to provide more stable sites for soods to rest. A. Approval of this erosion/sedirnontation control (ESC) plan doss not constitute 1. Stobftod constrvctlon entrances shall be installed at the beg+•Nning of am approval of permanent rood or drainage design (e.g., size and location of construction and maintained for the duration of the project. additional F Seeding --- Recommended erosion control grass seed mixes are as PPJ� GESS • .� roads, pipes, restrictors, channels, retention facA/tles, utAltles, etc.) moosures may be required to insure that all paved areas oro kept clean for the follow& S/m!/ai mixes designed to achieve erosion ccsstrol may be J�V duration of the project. substituted if c.)proved by *risdiction.Sa, B. The implemenfatlorn of fhe.9s ESC plans and the constrricflon, Rrofntesrronce. 1. The Nter fabrk shall be purchased In a continuous roll cut to the length f ep upgrading of these ESC faelities is the r g o I. dwarf Gross Mix low height, Now maintenance): replacement, and u g espunabAlfy of the the barrier to avail use of /hints Miner► ilAnts om necessary, filter doth sinew✓/ ( 9't► � '• .'. • . : • .•••. e.. a aCplkont/contractor until all construction is completed and p approved and spliced together only at a support Dwarf Perennial Rya rass, 80% by weight • be oy y ppo,rt post, with a minimum 6-inch ov"srlap, • \ " vegetotlon/Iond:caping 1s established. and both ends swcureJy fastened to the post, or overlap 2 x 2' posts and Creeping Red Fescue, 20% by weight v ' : attach as drown on detaA drowino .3-2.(7his sheet) Application rote: 100pounds • + . • . , •'• i• � � ' • .w ;� PP minimum per oar's •J " ' C. The boundaries of the clearing limits shown on this pion iholl be clsorfy a ' '�.' �' 0,• .''.:' • : e•, .i• I,' GRAVEL rATQ °: 1 ' v " •'.A a Ifcgg*d /n the field prior to construction. During the construction period, no 2. The tinter fabric /fence shall be Installed to follow the contours where 2. Standard Height Grass Mix 181 • •.; p• . s, s:�'. iR, �' . � . .Q • disturbance beyond the /lagged clearing llmit3 sf.al/ be penrmltteM The feaarm/e. The fence osis shall be y p spaced a mov#num of 6 feet apart and Annual R i n v . •,' '� flogging shall be maintained by the applicant/contractor for the duration of yea ss, •+tOA' by weight RADIUS 25MIN. ,••.:�.`� +. Turf-type Fescue, 60X by weig N t construction. riven securely into the ground o minimum of ?4 inches. J. The filter fabric shall have o minimum vertical burial of 6 Inches. All Application rate: 100 pounds minimum per acre It¢`' U. The ESC 1bcNltles shown on this plan must be constructed in conjunction CLEAN PIT RUN OR V� ` V SCRfEN J� excavated materia/ from Mier fabric fence installation shall be bocktlled and p �� r�lE. OVERFLOW with all clearing and grading activltlsa. and M such a manner c,e to Insurer compacted, ,00long the entire disturbed area. � G. Fertilizotlon for gross seed - In occordance with svpplier s 2'-MINUS GRAVEL JAS that serdlment and sadlment laden water do not enter the drobNogs syatarm, recommendations. Development areas within SO foot of water RIFT VOTER roadways, or violate applicable. water star cols. WiTM =� �._ e4 4. Standard or henry duty feller bbrfc fence shall ha+e manufactured stitched bodies and wetlands must use a non-phosphorus fertilizer. SUSGRADE REINFORCEMENT loops for 2 x 2" post� installation. Stltp`+ed loops shall be installed on the H. Notting and Anchors, as needed - For disturbed areas on sl and apes GEOTEXTILE, AS REQUIRED 8' IN. E. The ESC facilities shown on this plan are fire minimum requirements for uphill olds, o/ the sloped area.DEPTH SrDi�xr -:-. anticipated site conditions. During the conatrvctlon period, (hese ESC in dltches/'swoles, biodegradable netting or ate h destirob/e and may rn.TERED WATER :. facIlitles shall be upgraded as needed for unexpected storm events and to S. Filter fabric fences shall bremoved when they have served their useful be used lnstood of bonding agents to provide a stable ores for HOMP GMTE ensure that sediment and Sediment-laden water do not leave the site. purpose, but not before the upslope area, has been permanently protected and seeding. Netting should be anchored in accordance with � w2)' MIN. FORSINGLE FAMILY AND DUPLEX RESIDENTIAL F. The ESC /acAltles shall be Inspected daA; by the applicant/contractor and stabilized. manufacturer's recommendations. malntolned as necessary to ensure 101,ek contknued functioning. 6. FAtelr fabric fences shall be Inspected by aipplicant/contractor immediately I. Motoring - Seeding shall be supplied with adequate moisture to C T-:1006 CT-006 after each rainhOl and -7t least dopy during prolonged rak7fdl. Any required establish grass. Supply water as needed, especially in abnormally G. The FSC focWties on Inactive sites shill be inspected and malntalned a repoks shall be made immedlctaly. hot or dry weather ex on adverse sites. Water cvjppllcotlon rater u _ minimum of once o month or within the 2.4 hours following a storm event. GUIDANCE should be ntrolled to provide adequate moisture without causing TECHNICALTECHNIGUIDANCE HANDBOOKGravel C,OnStruCtfon � Block �—Gravel H. At no time sl►dJ mare than one foot of sediment be allowed to accumulate runoff Entrance Inlet Barrier within a t TECHNICAL GUIDANCE HANDBOOK rapae0 catch basin. All catch eosins and conveyance lines shill be - Areas which foil to establish grassy cowry ad ate to — Detail Drawing 3-1A DertaK DrawkV 3-7B J cleaned prior to paving. The eysoning operation shall not flush sediment J. Re-se+edlng laden water Into the downstream system. prevent erosion shall be're-seeded as soon as such areas are identified, and all appropriate measures taken to establish adequate cover. wv. Lo 05/19/95 /� TRI — COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF C)REGON DES`tWEn --�1E�� '�CQ o v N t� . T1�•-ME7' TIG ARD PARK AND RICE JRN 05/23/95 �i• rI 1 PLANNNG -pRAw --- ATE - _ ��.A IR Erosion/Sedimentation PKh/ 07/10/95 - n Control Plan n KAM TE TRI—MET _— PE ASSOCIATES � CHECKED '—DATE O¢ �'r ,c ''� ��► 209 ncrtusE F'ARh in:"dNG 1 /23/ PKW _ REV. P_ � - -- --- - •4f�� !r LAKE os�OwEoo�o'�oio�s � � � • 9 E PER CITY OF TIGARL ENG, DEPT, ire t� Tigard Cinema Access Rd./ Pacific Hwy. � _ _ fl WI (503)635--e29s FAngso�1 e35-Uft NC7. DATE BY APPD• REVISIONS APPROVED DATE SlJBM T h DATE APPRi]VED, DAtE� SCOL 116tPacific AWING NO,, 2 SW Hwy �Dk % E . , CONTRACT a4Jr4B SHEET NO., 7 F SIT ss-on,o = 40 C r-005 0 14 8 of 15 R //•/� ' APPROVED FOR CONS,'�'#'�' CSN a,r �n { . t IF THIS NOTICE APPEARS CLEARER THAN THF, OCT 6 1998 IMCUMENT',THE DOrUMENT IS:Bir'MARGINAL QUAL11N. MICROFILMED II JI�AN rN�l��rl�l I I�I�I�III�I�I .I I�iii�IIi�i�Il' I�I�i�i�l�l�l I !�f�tjil!(1�1 I I�i�iflll�l�l l i(I�i11Ii11�1 I !�I�I�I(I�IjI I I�I�I�l�I�11111 I I�I�IIi�l�l�l I�I�I�I I�I�I IIIIIlillllllllff►111111!tlIIII1III!!!!I1{flll!Il1111111!iIn1111{n.111111n11!!!1�ill!n!!1!nl!i1111n!llin!1!n! l!i!�n!fl!!!!Ilnlhlft�nll Illllllllllilllllllllllillllll1�1111111i111111111 Iill�flll tfllll{I{ i{I{�!{{{ {I{I��i{{ 1llf�l{{11111111i11 111111111111111111 Ill IIill 11111ill 1111il1. i A 0 p ® C D - F 0 G t� F17 �� -- -_ _ ' TO 330.9'WATERTIGHT PIPE PILO 4494..5b' ON PLANS AROUNCONSD FAME PAVEIIETIT-� PER UNIFORM PENIS G SHOWAY .� 1,/4" RAD 1" RAO COOS REQUIREMENTS . 1•_ A C PASANG 3" CLI SS C 240 x 224' WITH CODER I A3 111 A A F1N1'S►' GRADE 6` CENTEIp IN CONCRETE • &-goo • PCC BUS PAO TRAk• n8 CSTD. CONCRETE CURB.I TYPE C' - SECTION _-� §19ANTAAf 6�' 4• CONCR>E�" ' \ MA NG'✓LNl9 I>EP7H FLOW '� A.C. PAVEMENT, � .C. ' TOP COURSE: PIPE DIAMETER-MAW -� .._- I I INLET OUTLET TE �'. '��-- 2' DEPTH 3/4" -0" AGGREGATE BASE + 211 7" ® 2 PAVEMENT SECTION MV L = •" BASE COURSE: PIPE, OR 8" MAXIMUM f -----�.. I -4 -� ' q T Ae AREAS MA-H OUT PCC BUS PAO: G u —6` DEPTH 1 1/2"-0" AGGREGATE BASE - 6' CCMICRET'E ENCASEMENT �`' ' C tee. ✓ �- SUBGRADE OEOlEXTILL ENG'A�S'F�T � �+ (MINIMUM) _ . 3/4 �' ' 4 CLASS C• A.C. PAVLEMENT TO MANHOLE WALL AT CORNERS • ' IV `° •3' 3/4"--0' AGGREGATE BASE OUTLET TO POND — PARTITION TO BE FASTENED r1l • ® •'-- 7' DEPTH 3/4-0' AGGREGATE BAS1: AND 2' O.C. ALI]NG SIDES.MAW SIZE A ON PGC CONCRETE I,. j 12' 1 1/?'-•0• AGGREGATE BASE CURB AND PAVEMENT DETAIL_ NcnEs PLAN WITH I/eCKE M A STEEL f l a •` : . . PAVEMENTJ 3 BRACKETS MIN EACH SIDE. ( -- - - 3 DEPTH 3/4-0 AGGREGATE BASE 130 -/4 DOWELS C f�!0 7 NOT To SCALE r DEPTH 1 112'-W AGGREGATE BASE-/ 24• O.C. (TYP) � 1.e CURS ELEVATIONS COMPUTED FROM �� SAWCUT EXISTING A.C. PAVEMENT—` CEN iERUNE PROFILE TO GUTTER LINE GALVANIZED CHAIN, 2000 INSTALLATION PAR IT T � AT LOCATION SHOWN ON PLA,VS OF CUitS W/ -2-0R SLOPE' CAPACITY, SLACK WHEN PLATE IS DOVN. 1/2' THICK, ASTM D12 78. 5 STORM SEWER CLEANOUT DETAIL 2. CONCRETE sHul Hr.v>~ A MINIMUM '�. � STEP BREAKING STRENGTH OF 40100 PSI C — Not TO SCALE a SW PACIFIC HIGHWAY TYPICAL SECTION AFTER 28 DAM 7 SACK Mix. DROP PL 1 E 1/2' HDPE DROP PLATE (CHAIN TO SEE PLAN SHEET 4" CONC. SIDEWALK (3300 PSI) C -•Q STA. + + 2.1 N. .$. 3. EXPANSION JOINTS SHALL BE 1/2" MOLE AT ACCESS). -. STD, FOR SIDEWALK ►MATH ON 2. OF 3/4"-0" AGGREGATE BASF PREMOLDED A"T AL.T IMPREGNATED MATERIAL, OR EQUAL. EXTE,�4G FROM SUBGRALIE TO FiNISHEL GRADE. 2 Is- 1• RAE) � . IP 4. CONSTRUCT CONTRACPON JOINTS IN PCC INLET PIPE SIZE �-� A.0 PAVING FTNIS4I�D PAVEMIENT AT 12' INTERVALS. 1B• MAXIMUM 6� FLOVi OVERFLOW 6' BEND �X. 210. TAP R ( TAPER B 5. CONENDS OF cl�)s'Tl1RNOUT� SECnON f I�-�-��• � 8' OUTS •' ' `O j ALTERNATE NOTES' 1' MIK INSPECTION , ` m 6. IN SLOPE AREAS MATCHING EXISTING HOLE IN PARTITI00% e LOW j II.E ZIC.30 6 . p p CONNECTION — L CONCRETE SHALL ATTAIN h MINIMUM PAVEMENT, CONSTRUCT PAVED SLOPES ,ONCRETtE TYPE C CURB o HUI9 fitEND DETAIL A A COMPRESSIVE STRENGTH OF 3000 P.S,1, AS SHOMR4 ON SHEET CT-f10y. � .. 6 OUT SV MATCH - IE AS SHOWN DITCH IN 2'8 DAYS. I.E. OUT ON PLANS Z. FOR FRAME DETAIL, SEE DWG. N0.430 F8_ Dta MIN. tO CLEANOUT I -� 3. FOR GRATE DETAIL, SEE DWG. NM440 2 SIDEWALK DETAIL I �— FLEXIBLE .—_. 7 / � C NOT Tb SCALE Ft!XI ( \�� COUPLING AS - ' -s KIN. 0 LYNCH TYPE CATCH --- COUPUNC \ ..i BASIN WITH 28" -1- TEE ' v !. i1 : ,,. I . .;* , •� SQUARE GRATE (OR IPII. 1 ! SUMP VOLUME REQUIREMENTS • '�. - (6A PIPE C ATL �\ / PLAN �- T SINGLE FAMILY RESIDENTIAL 3.5 CF/ACRE APPROVED EQUAL) �-�+ T KPI MULTI FAIQLY RESIDENTIAL EE-0 CF/ACRE SECTION A—A COMMERCIAL/INDUSTRIAL 94.0 CF/ACRE 4" MIN. 3/4"-0' CFNSHED SFE A80VF FOR 4' <1.4 ACRES • 9 FOOT PTH 7 N DE CLASS D CLASS C AcoREGA7E COMPACTED eEoolxNc z' - o` 's�� ,•A �L or�Ec;o � _ POLLUTION CONTROL MANHOLE 7 SURFACED AREAS LANDSCAPED AREAS DETAIL - � `�.-.. C -0 NOT TO SCALE SLZFACE RESTORATION -MOUND ERC RENCA,1 T QEALL MATERIAL 6 TRAPPED CATCH BASIN PIPING DETAIL ' AS SPECIFIED FOR SETTLEMENP C - NOT TO SCALE + •o L • • I • SECTION A-A ELEVATION B-B IT UN ISST BED •. • UND($7 BED p� p� ART •!' • GNAT V TART STEP SEI SED DPA Y ES /4- KU NATEPI� " of z. OR Llas. �Q AREA DRAIN TYPE II Kms`.. N' C — NOT M SCALE • :�r�fJ TYPES G-t, G-2. G-2M TYPES CG-1, CG-2 .: '' dt ,•I a• ,_. r "Alm °� •�a., rlonlr 1 , GRATE-TYPt If.- , GRATE-'f YPE 2 ••r•;,.;�,;, LANDSCAPED ISLAND •_ » l LANDSCAPED ISLAM . ----�• «_�ttt•- J. ej 'r.r..wir.►� - 6i �,•',�;: ', • -- -r L, ----�� Mtfr nfY M ti _- `- -- �,_� •� d rirnp Is In ! e 1r rvrw wf • 't . �, A.C. PAVING t-� �,,j ANar ~IPPGM •rlbv �Sr•- ;{�►: �T•; , • . is MAIM SEVER LINE ---! f t. T t r r alilnAa �"'__'r» ,w ,.n f! -* • • • rr 1 3/4 -rs.- ZUSHED «.,� � • , P �, e� X ,w. LOCATE MANHOLE COVER '• • i bM��trio � ar,er� ` . 11 ...w AND 'RAME O VER L EDGE • � 4•xW mw p1r T 0 �RAAt s r`r 01r"'r""'� OF AT LEAST 12' IN WIDTH i'pove .ArI+...a I,++•r0WON"�,AlIr LAN '7,- f 1' �' ' � T Od- `� F..•Dow mvis.w P'L Av �. fir.i�ws� t�r w rMA M wr.� � --•,'. --! •�.� i.�.w. os�„ ten►Ar3 »tCAST IRON COVER AND FRAME NATCHM FINISHED GRADE OF STREET 'y•- -- 1 �r" f r I �. T, • : (SEE STANDARD PLAN> -- _ ei. 4_ 7� __.—SET FRAME IN » DRAINAGE DITCH MAXIMUM 2 FROM NON-SHRIWI14G GROUT' �r "� •..rwrww �w � � T r -QD NOT TT? UIE WV,, +•4rrAt w„ i; MIZi the ,4+rr r•r•+ir ye TQ.' OF FIRST STEL `�, ► i,�,,,, r ews Nr '! ti M Aw S•r ara+rw d' MIN. FOR PIPE SMALLER THAN 18' TO TOP OF CASTiFIG MANHOLE L .1 Ipu. n _ � -I �� r�m.� �� 6' MIN. FOR PIPE 18' AND LARGER � j' •r �� "� ",;� .Nr,r,,,r, �, . •'w'w , STANDARD 48' PREFORMED PLASTIC � � 4 MANHOLE R1SF'4-.` GASKET Nsw.awrr ry. �: � 'NI�� r ....:t' �, t • , � � wrK 3 TRENCH BACKFILL DETAIL Fr�',t PIPE ;� - 1; '' -_ • •� a.... Ayr C - x 2"'r' IR LESS UNDISTURBED i� 6-1 r ~ ►r NOT TO SCALE � �. � F IPE EARTH w�--.1•r!6^--•!A•k.� r>r► TI__I-fir �. N. —T ••rwJ `;�IA- r• r w"�i�f..� i LARGER a �..a.... •'� P�•• i►' �, I COMPACTED I`'K"" �--o�•i 3/4'-0' CRUSHED ROCK StC11f1N A-w fECTt'Alf f1-� 12' SRCTION C-C Ln FOR MAX. , PIP �.•t BASIN FOR INLETS ► SECTION D-G 1� FOR CONC, PIPE ,aaw.r N'«omw .•ter . t - .. _ � -____.�.�...... ,1 f�~� TYPE 0 CURS. PAVEMENT AND INSTALL ACE ASPHALT j 1tie --- r . , >� �• � a.•w. �irf�111sAeI'o`"i ..... ..... PAVEMENT TO MAINTAINS G � t PAVEMENT SLOPE ANDDEPTH �: � •, e; � �. �•� k �t`� Pont or t�•�tao�4��r M •Y t r � .) ("�- � '� r' S r`p"i� � . � r�,� ` ® SEE PLAN FOR MADTH I NX,� �• ,�,a. SFT IN FRESH 'y` 00 ••fyrf. 01 oovt�•e'. t, JoNf Nee1,+4 G►o�I! M 11' /t ler •j T• r+� C& # ,,,, �,► I' INSIDE DROP MAXIMUM 2'0' CONCRETE ANI1 GROUT fi j__ st+►+*oof ft a� PW wiwlw•w W 0t rat -� ' - VERTICAL DISTANC[• 16'0' MIN M ' ooa+rA N tM1 eM for ea+KM7rn N'1r '" e' rl-�JP T TT � �• 11 IA 1_ Af INVERT TO INVERT �112' LAYER COMPACTED �•••-R� _ .•. 4X BASE MATERIAL(3/4'-0 I. tsewelfletrr sAeer M . In tw+,�estrq L 1 •!Mr ._._.0 Ri M :.....».....i tufts of alt f are^$ 0wooswr "I`. a T' SCGIION 6•e sEsrt. A-* 4" CONCRETE SIDEWALK M" is the root •�rfltd W+.�ensbn of t/lrso L' ® INLET �� e o-w 1• CUR11OC AIL ANG ".:1..... .•:�,•tr r STANDARD MANHOLE cure surfacer r,.de,. 6 o.a* e,o. � ' cine oc'E Ii�rAn � Ii'�-,•.�•a `4 �r►.-;�,>�'-� N --------2` DEPTH 3/4"- 0" sttoeer.r >r,•yee.w� ltslrwlo tsor�sttlen atew y r, r•K r. OETAiL • EXiST. PAVEMENT-- C+ NVT M SCALE ,r •, 1 in M+af be ?0' fe/ tttrM 11"4111,lerNMAo ; �r .• •... l�►L>ti •4�e TYPE �i`G�MA ' CRUSHED ROCK TYPE C L "' -G- � i0N ft•t �' -• t, 1a,w of of ewes ~ ow* fe.erl #A$ 7 _ h h Ya,Ur..•!YM r,q, ,: 1 w f1Ff I� ' "" �[Vo1Nw PLP rAeahep Odo rw+"a,nra,w etr+a•.Ne .._ S MAIe,,.w Mr i e!!f wr!•wti IAt#I aa.�.e i t f 1 fti bn I/.,.4 ta.MotlMY STANDARD CURB -" sr.r«w or ea dlroe�oal. � N��' Noll C X00 Tnh Werfish to be rm"Wed Yr"t■oa+tfen pint lefts ^- •�•.. wnr/i. r. ,emir r+ru rrrr 11 w :.c r �'1 r1w w a.r.si w.aw CONSTRUCT 10' WADE IN AREA STRIP BETWEEN # ,, 1 0101110 r wawP rd!r.r r� uDsn et tenUM si �rw fair st a hire �.N� a«•salt .M• t•rt r.1+se+•orN fee - J Pt AM •Z�r�ANAAW CURB AND SIDEWALK IN AREA ADJACENT TO PARK .�r� ow Fii AND RIDE. VARY SLOPE AT PLANTER STRSP ••n a✓•M, •r•M&"m tkmwo �� "r11 d s.e,w,�. G ' rj TO PROVIDE STRAIGHT GRADE ACROSS PLANTER Cuffa,r 11ne •r frw••riMrd► M wla�r rw• - ,' '! i' •� "�' t I eelpt, a ON 6m 4Y111411110 e .M '_�..r. ~""/are d e•M Ao>Iiit trlNareaaw STRIP FROM TOP OF CURB TO EDGE OF SIDEWALK • ��....,._. 9l►Lei (►yN ft..o•►Lite te1a0M � �' NI�N 11 11111 W. V� ' :y , • �, • M►�r sea*r ij i i1 1tPj.�¢�1 • moi I 1(tAl � - '1 •..a�. •« , . ,. -•• - L �• ..�'�'.-...•--•-� - A"m "sI.-.•mss>r;_-- - - ft#A t�tAt�i� _._______ CURBAW S " "'''" 4 TYPICAL SECTION—TiGARD CINEMAS ACCESS ROAD �'-"--�r'-•---� -retfw� of rareV A,,, - , f C -oo NOT TO SCALE �IAifIL1�.M' •,,w. ..�' .-�'ml1 t •+� AETE INLETS CURB ENDING OL'TAIL a, N.,� �, ,r ,.� .]�I rr Ov ' , tAfiOM '.-� -•f fl' w i fhm1• . >irIrlllr �. ucticw H-MWE L"'1 .tfOtfrorf rs NOTE, INLETS TO K INSTALLED V/ TYPE 2 GRATES EXCEPT AS i40TED ON PLANS. - - -tt' -- 05/02/95 4r��. F TRI — CODNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON — _—_--- ------- -- - fj '� T1M••NOT ------- _ --- _-- ___-- _ ___ 11GARD BARK AND RIDE JRN 06/07/95 s Il,�p6 � PLANNING D-SAWN - -SAT / UTAL Ratio LAW sa,RVi:YW DETAILS KAM PKW p7o t 9195 PE AS�OCI A Y CHECKED ATE A' `'��ifl,�� Z 209 KtRu PAW " GTRI-MET - - __ -_ - ___- -----•--------- ( .4� 3090 S.W. Ccx11Ns WAY Tigard �� .j 1 8/23/_95 PKW REVISED PER OOOT A Kill W`E�� LAKE oswFoo. OREOM 07035 n�.na A��s� Rd./ Pacific Hwy. _ (503)635-6291 FAX(503) 633-UM NO DATE BY APPD. REVISIONS - - --- --- _ AP VED PATE DATE: APPROVED: DATE: SCALE: DRAON, NO.: CONTRACT N0.• SPIFFY NO.: �• 7/2t/95 AS SHOWN CT-007 96-0454 8 of 14 11612 sw ra�:�r�� Hwy SIT 95-0030 9 of 15 ONS• `' 91178DET.DWG IF THIS NOTICE APPEARS CLEARER THAN THE OCT s 1998 DOCUMENT,THE DOC(IMENT IS OF MARGINAL QUALITY. MICRON'iLNIEI) Il I!I► !III1i i! I l�I�I�lil�l�l I i�l�l�I�i�l�ill I�i�I�!�I(I�i ! !�t��jlll�i�l I I�Iiill�l�l�l I ��il�il�lll IIi�I�I�If I�IiI I I(I�I�I�I�ilili I i�l�I�I�I( I�I �l�I I ! . !I!IlIIIlIIIIh!!II!IIIIIIIIIIIIIIIiI!!IIIIIIIlIIlIIIIIIlIll fill fill 11IIIINI li!lliEilln�llnnh111lnfllfnflfni i!i!IIIIi i!ll�ilillflilllli1l11lllilt!II!IIIIIIIIII!Ii!Ilil!Ill�iil lllll! nulnn finlliil if fill llli�lill�,lIllIiil ltlililllIll 11111, ' E F o D : ... t H ill' UK 4 M-a SIDEWALK ADJACENT TO CURB (HORIZONTAL) vOuAC Of "WT � * CAST ALUMINUM raP - • - __ BLOM VALVE AND COVER tAITH W„LER C ^ �' Ct�A55 .� BEARING AREA OF Ttn`RUST BLOCKS IN FT. N Cu. YDs (vEtzT►CAL) ' � E�T1VE �. hiAl'NIE MATERIAL - -_-•-- • FlTTMIC90. BEND 45' 22 1/2" 11 1/4' F1rim 800 ANOL.E 1a' Allll /--SIDEWALK COMPLETE CAST IN TOP SURFACE PAVEMENT--` SPECWII:D SIZE BEND BEND BEND SIZE 45• 22.5' 11.25' a M BREAK F1ANCE j _ 4 1.3 1.8_^ 1.0 1.0 1.0 4 I A 0.4 0.2 ` HAND TAMP BA(XFlll 6 2.8 4,0 2.2 1.1 1.0 6 1,7 1.0 0.4 -.•. � AROUND TOP SECTION - -;; 8 5.0 7,'1 3.8 2.0 1.0 8 4.0 1.3 0.6 f .2: MIN. 0 12 :1. f 16.,E 8.7 4.4 2.2 12 8.5 3.2 1.3 -L 16 20.1 28.4 15.4 7.8 3.9 16 14.8 5.6 2.3 ® -ORAlF1 ROCK POCKET i 20 31.1 �° 4 CU FT. �, � 44.4 24.0 12.3_ E.2 CAST ALUMINUM a, r 24 45.2 ^84.0 34.6 17.7 8,g �,---a" DucTx.f. IRON ?IPE BOTTOIIA SECTION -�_-_ -•�' --•- 0.D. 4' M1r1• V16=0 SAW ON 200 P9 WARTR PRESSUM AILD 2000 PW soli KArf1Nc CAPAOTY. i OPERATOR EXTENSION ---6' MIEGALUC RETAINER � E)ostreC r Titi11 EAOE'S To SAND (EBAA PON) � I (SEE DETAIL No. 5) P4000E�it SCOW p�� ONCIRf TE P1fR a GATE VA1 VE BLOCK FLG- x V.i- M.a tz a" FLG. TEESM CSS �� •�/� • •- •' NOTE No. 1 COMPACTED GRANULAR T1iRU5 T BLOCK - - • �J BACKFILL AS SPECIFIEDir •, a -• ''t��•.•� SIDEWALK NTH PLANTER STRIP AT CURB '� ''�''.24" MAX • • • • BEND TEE VERTICAL BEND FITTING TRODEMBEDM� a .J SIZE SIZE 1I Mu1lx a• MAX_ bWAK FIANCE N 0 TE S. -4 ,� 4"-12" /6 3o~ O t 1) VALVE BOX NOT TO REST t 14'-16' /8 36' ON OPERATING ASSEMBLY. . ' 2) OPERATOR EXTENSION �5 NOTES: REQUIRED WHEN VALVE NUT COMPACTED GRANULAR f I"- 4 � R DEEPER THAN 3 FEET EIACKFILL AS SPECIFIED 1) CONCRETE BLOCIONG TO BE POURED AGAINST * MANUFACTURED BY: FOR THE TOP 12 INCHES •�� • UNDfs"IlIED EMT4 FROM FINISHED GRADE. METER BOX EQUIPMENT 2) ALL COMMYE TO BE GLASS 3000 3) CENTER VALVE: BOX ON VALVE BOX COVER NO. VB 3) INSTALL 12 MILL TOTAL THICKNEES: POLYEIHElE S�-T AXIS OF OPER. NOT. ►+: •" STRADDLE BLOCK AaCKINO MTTIIIC. SECURE SHEET DOS Tb PIWA>tIT NOTES: VALVE BOX TOP N0. VHT 18 r'• WnI.TRAT1oN OF GIRT eET ►d SHEET AND w+� 4) PROVIDE 24" SQUARE BY 4" THIS.;: a SEE DETAIL No. 200 nrnvc 1(lft TO Pt)t1WNG THRUST BLOCKING I. FOR CONNE n(* TO E)OSTM MAIDS USE TAPPING SLEEVE. CONCRETE PAD AROUND VA`VE VALVE BOX BOTTOM NO. VB :; 3 FOR SJIE ON SIZE USE A M.J. T.•.:'PM1C SLEEVE M �I 4) PROYEGT MECHANICAL JOINT FOLW1AXJliS AND MATS 0OX OUTSIDE OF PAVED AREAS FROM f MEC A 1MTN OINT FRY FORMS AHD 2. k 0 S TRUC nON S MA THIN 2 f T. UF FIRE N YDR AN r 4- FRO1rElHENE TE NTH SEE NOTE FO 3 5) VALVE BOX COVER SHALL BF A MINIMUM OF 4 1/2- IN LENGTH FIRE HYDRANT rural- No. TYPICAL GATE VALVE DETAIL No. �••� TRENCH BACKFILL RAIL No. "c THRUST BLOCKING DETAIL No. ivalatinValley Water District STANDARD iNSTALLA'TION 101 thtalatinValleyWaterDistrict SETTING DETAIL_ 3 TualaUnv eatc ABOVE THE: PIPE ZON! �- '�� aU r Distrlct 1 0 Tuala.en Valle water District DETAILS 20 I1Ar. lox t= �Otfec ileal iamt for �,wuv. .a+ w. • TABLE A ,�00.. 3:s"'+.�".,.'�i.l.. �' DRIVEWAYS I..el� t 1''.tia. �f.. G.s ret 04a e) >fl�e dor loan lour IwM.�. 4• car .M.. w•••� MOTE.SAW -14M• A- f« f,�fs e - , ==.4* p• 44110 Md lar MY ftV ►etwom Y WA 4' C0 ts►•v a.w.w. Alkeww t/M Mf Sp10M , ra-1.••tey [ In fMf / �4' d \rtAM L• T. 4. _ for TlrIvetio� 1 r r lao�ey - Kew Ceortr. t' rail / o� r�MaA. 3• 11DVOTtOtt W 1I1IIM/"1ATO1 ►�i---��` ,+ An...tro� r .rte �-- -- .. :twwllo�� s e to ; TYPE A TYPE A-r cArti•c+�+ �` � angss SIOEw;A11� R�t!4tPS PORTLAND CEI.IEtet CONCRETE ASPHALT CONCRETE � Defeo ,� D fast feet r, In feet Q f! APPROACH PROFILE y.o. ..r►..t. Sys°°. +r:r`ale ,� - - 12 ,s is Is IS II -_-i- ` - T •See blow u e E �; 2 � E �• tr ►r IT tr 44 •�� t�a�Xot* 6 � S � r Air.hent.wee•iM ..fp;e t , .� _7a ( ) J S.�3X MNCY� 1117 4 f Concrete as0 1 Oe% of d4 w w000l4a. f K 3 19 11 :1 C~ .4e ItO T ur6--Y- to cAr+orees �'-� + t"- -'' to Jf Jt 2 Jt SIDEMAU RAMP DE'rADI. (PERPENDICULAR) ALn*iATR SlD9VAL.K RAMS DRAML (PARADE) ALTLRtIATIt �Auc - Pre/aryl /iter S : evorge (loci ?0 73 J3 23 73 Arra RAID f.'lfAjL (COI�lt>m) sfcTlott o-o ee.let►from e• 04J r: JT Je Ji so r+v� o••{.�e'(o.as)}-[(e'-rxe).(rxo.at)j x SECTION 0.0 3 W.We Crest NA!F PLAN ?• » 30 31 31 �t � �•�d�'�) ] OVA 4 'yyo..IreO,e rx --b-� N Ayeroa�i wrwe j Au.:wawa. , Jti 31 u 31 141, '�'� • up r Too c: centrale rof Je 33 3. 31 3E. •- 1 ave i I---r--}--7--..; >o ss 36 37139- � e. F- 1>r 1>r I",,� i+j A14 •t .: ,. •c �1.'TION A-A af':Tf0i1 A-A !aoCQlotr s-s 3L�CTIa11 3-t SECTI M C-C JIa.•>1 N C-C SECTION [-E S[trIOM [-[ ... Q}'t1t II011011'fErtlG C4lRls A 9m.1Ali Metes Mien erodes an eeersawws meet AlW wf r--p•___„' S .3 as 46 As • 1r1TH UONaUTIRC CM ! 9M9WALxvortko curves she r "houL a elsowele _ - Guitar ;he i1)- •s K ae so � WITH NDl10tdTitlC CURB ! s�A1.R sffrriw an creole nisind be etc Arid on - i�_-_ ._ fatlfr r.-.. HALF ELEVATION wwe s trevArteris .a SO" I JZ•ed.dee eft WN Ilion t 11; of vro - construrt" ediocetit to \JCti�reiiell� NOTES: ri�7. Ite► M used trit!gvf erler apre.4 of the cite cvro iA*. volt K'r i Rees Oeelen Ertelrieer. -_!_� r t r oir%Wt ro for rme:CerVe Ares Is erlirevey T A tura J ro° °� too 4t tatiCrate a •� 1. Rom texturing is to be done with :.;, expanded roe+al grate planed Ty" a rcLoo.iei for Ito l 1• • r-- APPROACH r+w^ Shown t.,.--- �►I--r-T ' `, to 5, '• °A, s•to "' ` and removed from wet concrete to leilv+a a diamond .� t; SECTION ►-r I' f« eotn.Oe not otsd iiia � `' P Sl xp 1 S' le rt ittten r teiriiwt/tt � 30•INrrel Oeo�er Carietr•I flier. dt►sstN Variable � d L (a roll ORMrerS ,•,� F L I �1 srrwov r rkoway cs !(Cur Cwtr. 4' Iffy pattern QS �hAM►f1. c to wrtaf erlridr c.netr,, `,� •ta.� ! tf c e o ff1uuo°C n tM revel. ,� � Akwebaw r ud& The long axils of the diamond pattern nn+ be p fs„e ' ,� Cuter I&* r �. i� Iww a 3' perpendicular Or parallel yr IL F t ? �. . = 1 � 1.>4,ExT a ••-•--••" • . t '1 HALF ELEVATION to the curb. Groove depth is 1 8 - n;,rni��al. onknumot t 140muft ,est xOtgJ 'i 2. Sidewaik curb romp sl shown are ri4ative to horizontal. C� P.•', SI. 311 Iteret, r4kww Centro)on how ��',..1 r Alternate even race to ee u"d P �►""' aeT' efl,refy elseed triw.oys tyle A qyy JJJ ,�?-, oay as W"ted e1 the enpl^aer. ` ..� tree etr.ii 9• ��t shown SEctw" r•r • [vo ••oean a •FIS rher.ts. rvr ^-•9NS Gft.tr. 4` cola r S Dimensions derived b equation ore nominal.. Construct romps to meet s[eTlat a-o •^°�^ an aAr•e « •�,•� required slopes and exig conditions. � � y reg OINKeen r�« ASI AlRste•e�tMs3e 8 tstla. .t' r11M mookiilec cum a SIOErAU t rawi fMMN Oeel�t it wiles ttel we^we aA•f.70►TI 4. New construction is defined as projects completel- within new R/W. In r Dsmall A > s > c alterations, conform to new construction requirements to the maximum Ey. of owed atetrw -- _ `- - 1G►>IIP PA1DICSIG, 1dAlQi CO1f801AflON RAlO' Idea el resod �Ca•'rw e , L.Ierile Ortrewp APPROACH AND DRIVEWAY � extent feasible. ' HALF PLAN T CONNECTION CIEWRq wrist sEctlotl c-c 5. In alterations curb romp Met« 1, +well e/ ��...,, I.1« flftetMt an Artane or ' .re , or '12.5% for a max. rise sof 3 a Curti romps, in alterations need not w Mors Ilene to ertentt t0'• 1rarA the of SURFACING � a P oP Y • tlwinv emelt rwwnr r to ��•�• 3' �� exceed 6• in length. 5 Ilio r4nt of nap Ikw v1dowwr is less. Awoah owfacMig Ane w• P trldth to then eleteh Asset -AWVoCK NPeOW Less Rr w arwtedt L C * Ills r Outee from tet» 01 are to Bites er ' I^I Iwo.COW sonImmft-r .►.wit r fvltro .ant or 10 /sore i+Nafievr > > a • )or for 1%"Ic Flood CQnn0Cti0n& A.f-oft Wool to 11"If astowe ts teas. Iter(, irrweawt•se of fr t ride•w ecorafno•�M sldewllc . Cw-M Ooee N tee w '••e avow {tis•N Igen U•W.LausaM• + . sr►emnM r of MW L rttsro o■istlne raewy 4 In good conotleR for do"c.si.vtw.. _. -- y� � � Side flares, that ore not part of 'the 3 continuous passage aid that ""'""' � Lj`_�� - Kao are not readily pedestrian accessible may be of any slope. tenatruCt etiy as ew,oh a roaArsd for sefls �� CAAi1[rl Me'`Mwws•MMaltr' Inetry csr•isatlen •lth now .cies. eV.nritftwr d► rsutsrotlrenorf E.1.lttig Zr lr. S tt..f ,.... s►.v�,47 �-^QQ�� iw 7. Ramps for bikeways to be full width of bikeway when t ^ellertie•e Oren Slaea•'ilsed srsp .rwre r+ns �, DtL�I[III ! 00-01,Lo � i y approaching bikeway v.c.c.ie►ee. � a s1,e. e.sletwte tye. .Itn M ..wftle.E.aesl« ryes RAMI oop s perpendlculor to the curb and a minimum of $ when the approaching e.r`ner�s• Arlo► Iyee A-le. DRIYEMIAYS► i APPROACHES N t T Ifaw(;Ase• item 4- S Mtcreeee tfacttnesa of esss+af tetiErete and sttwis JAI .AI,Nei Dz=N D 0� bikeway Is parallel and adjocerrlt to the curb. b ells. .►+«a aie.rt en Hvte. WA4[ d ne� sTssT M RAMP 7 RT un P•C.cOHcRtt AStnAITIC CONCII[T[ 9 . *T0W,,r, ,. 1 p details are based on URS 447.310 rt_eM er a res -�' .�1.�� N /w� txf DlTA1L S. Sidewalk ramp ` . V•�`� 0R�G. N0. 20776 ,e► 00RKiR dosvAtu RAMP DWAtlts (from ere. too be textured $ Americans With Disabilities Act of 1990 requ'rements. �+► (see sR�>t � 004W for s,"Me" tr.�dreetlrsb) Mgr to M+dad nor teadwo) --- -- --- -- -------- -- ----oA M- COUNTY METROPOLITAN TRANSPORTATION1 DISTRICT OF 0REC0N - -- I 11GARD PARK AND Rite BLS 07/10/AS - - - DRAWN- -- p- --- MAL 941MM Pew _ 10 �5 um 91xw"4 DETAILS KAIAPI AS OCA ti TRI---MET CHECKED CATS IOIU I ,� S.W. WAY Tigard Cinemas Access Rd./ Pacific H �9 -- �E �� ,»3Wye. (W3W"-.er1 rA)(sas) 035-54e0 N0. OAT( 8Y APPO. (PENSIONS APPROWD - DATE e�Jgyln-• OAT( .... . . ...... /� p�� APPROVM. DATE: SCAI-E: DRANIMQ NO.: C(INTRACT NO.: SftEF,T NO.: /yes/ • 7/21/aJ AS Cull ION l�I""'V{/sJ : -04518 9 of 14 116 i2 SW PAcitir_Hwy SIT 95-0030 10 of 15 'bRMi1F✓.t•1•+r«AAMMCP^w1A> +•..ry.:.x.ix-.w.+.1^+r;.•61P.+.+.t1.+Cur..Cur.,bM.++'n+..wr+.NrNen..l+rrrl�Jn ' , .- j - - - . r 4 '� M _y 4. ..frYMl.�• .... , i�ip•rcn'ibl.•iw•.,er. .+r rr.n.•r�•.. • . .4. :} n{ .. ._y..-..-..�...r.,.._ ._..-_ ....._' ..+.«.•.r �ef�""":.w.wsMw;aat/.rni�es�wo. �•nrea••row.rnwt.r.r....sw....n...w.w. +.h.ww.w.•.M- :'- r. . _eaRun..__:.. a..e_,..-...-ti- .:� \ gy�ps}.�Y�,� (" ...,w.........-.�,:. •.+•....-.lYY1.rw, .,_..+.t.......nw.....res.w.+w•.r ...w..r..•..anlrl Mn.- :..Y. Ppko' f� ; ;T, f "' Teo IF TIII�S NOTICF APPEARS('LFARFR 'THAN THE OCT 6 199th IXtC11MFNT, (TIFF bOCU WFN•r IS OF MAR(JNAL QUALITY M:CItCIFIh>\1I I) i iJi;f�l�ljlji Ijlli�l�!�I�I,i I�i(i(I�I,I�III'I(I�I{I�I�I�If I I�I(Iji;mill I i�fl�ii�(�1�1'I I1I1jl�lfl(! I I1i�i�l�l�l�l I i�l ;l�l�l�ljl I I�I�I�I�I�l�I�I I i�l �l�l�l f�l�l�i�l)I�I INCH MAOQ 1N C1tM1A • llllllilltlli�lllilllli�llllllllfjllll!!ill�ltllllll1�1III nnlill! lnllll;I iill�liullll,ll�nlilll�lllill�!!!{IIII rll!�IIIL�'IIIIIIIIIIN�IIII Illi'rlilllirljrr;Ittlrllilntrtlr�tlltlurrhrl nrrl(!if ilrl�iri{lllll�lft; (tltlt{tl Ilii+tet) (Itrlttl) Ittt�tlttbllllnnllnlill�lltl�ll�lll�lllt , :, I SIF t_ , '1 , 1 ,�K' * ,',Nf' ° cr• . -?, +,.� ,,•. . . • ._-... �.__ • w • HEET NOTEs 1 rROVIUL ONE (1) 2-1/2" SCHEDULE 40 PVC CONDUIT '.+TITh NYLON PULL CORD, 26" BELOW GRADE:, FOR PIL ER SERVICE. ALL ELEOWS TO BE LONG SWEEP. PERMITS AND REQ � A ALL UIRED COORDIINATION, INCLUDING D L NEMAS, CITY OF %� TIG.ARD AND WASHINGTON COUNTY FOR STREET CROSSING. EXISTING P.G.E. \. SAW CUT PAVEMENT AND PATCH AS REQUIRED AFTER �i POWER POLE BACKFILL. AUTIO • CAREF;lj,L COORD;NATE EXACT ---. -__ ro y &`!ZL_4.E CONDUIT TO AVOID CAMACE TOL IX STING , r -' ' !12190. STUB IrFI� StG AiTECTOR LOOPS CONDUIT UP AT � - BASE. ~ \ 2 PROVIDE CAST BOX WITH WEATHERPROOF COVER AND DUPLEX GFI RECEPTACLE ON BACK OF METER PEDESTAl7 ENCLOSURE. F \ T11GJ� C'JN� �„S ll 1 ' J <3> PROVIDE FLUSH-IN-GROUND CAST JUNCTION BOX WITH 1 WYL,TSS R6?,4, \ �` �` s WEATHERPROOF COVER FOR IRRIGATION CONTROLLER. ,': y CONNECT TO EQUIPMENT AS REQUIRED COORDINATE P LOCATION WITH LANDSCAPE ARCHITECT. A 10 n PROVIDE METER BASE,AND PEDESTAL WITH 100A, 2P MAIN P '� �' BREAKER SERVICE DISCONNECT, (3) 2U AMP 2- POLE AND — ,..�A 10 2 ---- _.— _ _ ` (3) 2.0 A...p OLE BRANCH , "»A -- -_ _ `, -P BREAKERS. SEE PANEL . - 10,12F- '_-* ,► QHlp.: 1 r — { ;< SCHEDULE C,. SHEET ELT-002. CIRCLE A-W #CMP-4111- .00 L_ a �7- MC-4 WITH B-LINE DISTRIBUTION PANEL ON PAD MOUNTED 1Q 1� -�'_✓ 1 0 �'T .•rw��.. '«'+'yu, �' ... �" ` ' \ _._� ,�.•....� ��» rti .,,.v.. „•r-, ��.""•r Iw_.a.r✓�„' 1��.. - -._�. 11 <0000, 6 ' �., +' ' " • --- -- -1:."'":..�• ...,,,,; ..'*""' '...'.•..r3 --� ..► � �-'-- - ----- _ ._,..� _ _,_,•-- _ .... •, -�+ '' '\ �', BASE #MB-1514. SEE DETAIL 2/ELT-002 FOR MOUNTING. t O 3/4"C. j I COORDINAT ,T- r� E LOCATION WITH LANDSCAPE ARCH, cC'. t C. »�` ! 3/4'C.I A-10 , C •.. ` I ` j , ,3�41C. ! I ;' s 12 { \ y_ _ �� O5 EXISTING SITE LIGHT TO REMAIN, MAINTAIN CIRCUITING 2.4 �,. _ _ s .� , 1 �2,4i ►•�(�, 1 3 (- - -- ` AS REQUIRED. >I 10- C" Z,4 , _, �» -' a �,� �A-1 9 t 6 STUB 3/4»C. OUT A14D CAP FOR FUTURE. SEE 10 C" #10 2 \ �, O SPECIFICATIONS 1600 — IY " / ---�� ,� � `"'� 0 3.03—E FOR REQUIREMENTS. RETAINING � � - 3/4"C. . I"C ! q-3 '�, 3/4 C --_A- . , % 7 CENTER LINE OF POLE FOUNDATION TO BE 3' OFF BACK � rf WALL �', � i I. � � 4 O r OF CURB, TYPICAL. LN1 0"Ics #10 ple + J , 1 _ ./� A �' � �-�w.. � •r � � I» � -•j•,r�•til _ _x i`c-z z a�- , 1 • � � 168 C0 It % \� J. A \ I � 4 -- I f 4- 31r I 1, S)PR VICE 1 � 1I I =;F v ` \ 2,4 \ 6 L RNA= 1 r TYP 7 10 ON 3/4"C #10 UTILITY CONTACT I� I'- M AM FUMM E PORTLAND GENERAL ELECTRIC 14655 OLD SCHOLLS FERRY ROAD BEAVERTON, OREGON 97007 , MR. BRIAN MOORE ELECTRICAL p LAN 503 590-1351 T_� 1 3 -0 r _ s 5033 590 1240 (FAX) CAREFULLY COORDINATE ALL ASPECTS OF SERVICE WITH UTILITY COMPANY. a GLR DESIGNED -- /01 95 PR U� TRI - COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON � ��•1 NB �' I, -+� _. ____ _ TIGARD PARK AND RIDE J W K _7 21 9 5 97 -- --- -- - ------ _ RECEIVED � DRAWN DATE 1, The Bentley company ELECTRICAL DETAILS SEP rl 1 1995 i ORE.►ON Capitol Plaza Building, Suite 2d0 0 TRI—METTi arch C inema Acre Pro P J M 7/2_1/95 � ,ld S.W. Barbur Blvd. IDA�E q Y »,�9 �.. Portland, Oretan BTI'19-6d09 „� s�, K 4F 140 ASSOCAsoc INC, y� 9 Road !: �• 1 t S (:`r ��Y PhAnai 603) 244-9:I>el 8/% I..3SLE_D FOR BIDS RUYED _ E. MII Rail—'_ �6�s) U4-•9'.142 — Highway MJ. Dr►TE Br APPD. REVtS10NS AP— p -� • AT EX�IR 1 �' �a� �� ES 2-31-9il3 suar�llTTer: — - --- - -- DATE: AP pvEp; DATE; DRAWING NO.: CONTRACT NO.: � SCALE: T P` 'l 1�` AS NO EL T-001 9f-04548 s"FET NO.: � 1 1612 SW Pacific Hwy , SIT 95.0030 " 10 OF 14 11 of 15 } w IF THIS NOTICE APPEARS C1,FARER THAN THF. OCT c 1998 F)OCUMENT,THE DOCUMENT IS OF MAR(ANAh QUA-_lTY. n�(�('IMI �LNIF,T) , 111Ii11!l �i� I' III1111I1I1 ► !I!I!i!�!!II! !!I!lll�!!I!I!! (IIIIII�Il111 ! ;III' l�;{!I! I I!!l,�IIIIII! ! !!!! �l�J!!II ! !!!l1►J�lIlil I !!!!!!!�!IlIII! I I!!IlIJI!( IIJIIIill 11 _'MADIE Nr Cf11NA WE µITIIIIIIIIIJIIIIiII!!IT,II'll�llllllllllll!111i11lIIII Illlillll I!!II!!IIIIItIIIIII IIIIIIIIlJIl1!�!!II I!lllfll i ! it I' �� — ►,�n� �� - I ! 1 nl Inllnflllnl. lnlunillnJllnlllfllln,lrllltlhllnll uullfll IIIIlIIl1111111111rf1„11111 Itl1!ltllNlltllNl I1IIIII,�II111il1nlNIIlIIIINIIIlIIlI) a , ANCHOR BOLTS SUPPLIED WITH ---- SYMBOL~ LST L� FIXTURE ANCHOR BOLT COVER OR --- SCHEDULE LUMINAIRE PULE. INSTALL PER CONCRETE BASE PLATE. MANUFACTIJRER'S INSTRUCTIONS. POLE TOP MOUNTED FIXTURE "A"� 150 WATT HIGH PRESSURE SODIUM LUMINAIRE WITH 18" DIAMETER POLY- "-T I', -�� D_ SINGLE HEAD POLE MOUNTED FIXTURE CARBONATE GLOBE, BLACK HOUSING, INTEGRAL PHOTOCELL AND COATED HPS CRD. BUSHING -4 .11.. Q LAMP. MOUNT ON 15' OCTAGONAL NATURAL CONCRETE POLE WITH FLARED 1 u �' 0-0 TWIN HEAD POLE MOUNTED FIXTURE BASE MOUNT ON CONCRETE BASE PER 1/ELT-002 HOLOPHANE "UNIQUE SMOOTH FINISH PAINT 313 TYPE JUNCTION BOX I �' I � SOLUTIONS #PR- 15AHP-MT-SB-NPI-P WITH NAV701 x 15 POLE. �� - � TO MATCH ARCHITECTURAL 2" - TYPES 'A' & L- IL_ __1 - g METER BASE AND PEDESTAL "B" 250 WATT HIGH PRESSURE SODIUM TWIN HEAD ARM-MOUNT FIXTURE WITH 25" FINISHED GRADE ► I U I WITH SERVICE DISCONNECTDIAMETER ROUND SPUN ALUMINUM HOUSING, 240 VOLT SINGLE PHASE ii ! _ nJ BALLAST, BLACK POLYESTER POWDER-COAT FINISH,, INTEGRAL PHOTOCELL AND CONDUIT BELOW GRADE HPS LP KIM#28/ LA25W3/250HPS240/BL-P/A-25 VTH PHOTOCELL. MOUNT ON 25 STRAIGHT ROUND ALUMINUM POLE WITH HANDHOLE AND BASE - ��. • I I� I HASH MARKS DENOTE QUANTITY OF COVER. FINISH T HORIZ, #4 RE--BARS — - F Y I.- -T W:-ES 1 S 0 MATCH FIXTURE. VALMONT 84-250008SO770. T iy 2 UNLESS OTHERWISE � MOON Y 24 ON CONCRETE BASE PER DETAIL 1/ELT-002. IN 12'x 12" SQUARE. 1 �- `t-I - NOTED. NO HASH MARKS, 2112. 6" O�C. GROUND WIRE C ' " 250 WATT HIGH PRESSURE - ESSU E SODIUM SINGLE ARM MOUN-1 FIXTURE X URE WITH 25 — -- P POWER CONDUIT -0 DIAMETER ROUND SPUN ALUMINUM HOUSING, 240 VOLT SINGLE PHASE CONDUIT - BALLAST, BLACK POLYESTER POWDER-COAT FINISH, INTEGRAL PHOTOCELL AND PROVIDE GRC ELBOW AND MINIMUMc CONDUIT STUB-UP� HPS LAMP. KIM#IA/VLA25W3/250HPS240/BL-P/A-25 WITH PHOTOCELL. 24-- 24" GRC STUB PRIOR TO CONNECTIOrI MOUNT ON 25' STRAIGHT ROUND ALUMINUM POLE WITH HANDHOLE AND BASE 4-VERT. #6 RE-BARS --- rf _ L . TO SCHEDULE 40 PVC. O SHEET NOTE DESIGNATION COVER FINISP TO MATCH FIXTURE. VALMONT #84-25000850660 MOUNT ON CONCRETE BASE PER DETAIL 1/ELT-002. 6"-0" MIN - TYPES '(?' k 'C' TYP TYPICAL -- I� 3'--6" MIN. - TYPE 'A' GFI GROUND FAULT INTERRUPTER CAST C!NCRETE BASE N T • PANEL IS INTEGRAL TO METER PEDESTAL. •L _1 _ Lr. -J_j -i F � . PANEL 'A' LOCATION -METER PEDESTAL TYPE LOADCENTER 100 AMP 120/240 VOLT 1 PHASE 3 WIRE �` y - 24`m MIN. •- HYPES 'B' do 'C' NO A P AWG DESCRIPTION 1870 MIN - TYPES 'A' SC 'A 1 ' CIR BKR FDG LOAD A C 1 20 1 12 IRRIGATION CONTROLLER 500 3 I 1 1 12 DUPLEX GH RECD 01ACLE 1.500 5 SPARE � PCE SASE DEVIL 7 SPACE T NO SCALE 9 11 1 17 PROVIDE 4' THICK 192 1 • REINFORCED CONCRETE PAD FLUSH WITH 2.3 FINISHED GRADE. 25 27 29 -" 31 33 37 ° LINE SIDE 3 9 4-1/2"x12" 12-1/4' L07 x 1�E 2 20 2 10 SITE LIGHTS 900 ' . r 4 900 — — — 6 20 2 10 SITE LIGHTS 900 F, 900 ' 0 20 2 10 SITE LIGHTS 564 12 `—" 564 . 16 �- I/4 20 22 4 36" 26 28 30 2 &1TAUAhQLA_._IY4IU34 - 1. INSTALL36 MOUNTING BASE ASSEMBLY FLUSH WITH TOP 38 --•" SURFACE OF CONCRETE PAD, ALLOWING MOUNTING STUDS 40 TO REACH ABOVE PAD, LOCATE LINE AND LOAD CONDUITS IN THE DESIGNATED AREAS AS SHOWN. MAIN BKR 100A, 2P TOTAL VA 2,864 3,854 2. USE ANCHOR BOLTS {1/2" DIAMETER) PRE-CAST IN CONCRETE PAD, MOUNTING HOLE DIMENSIONS ARE SHOWN TOTAL KVA 14.5 TOTAL AMPS 23.9 32.2 FOR #MB- 1514 (15'x14") PEDE_STAI --------- BOTTOM ❑ SURFACE ❑ S NEUT ® FEEDER PRE-WIRED TOP ® FLUSH L I.G.13USS ❑ AIC SYM. _ 10,000 M,M R S'►'AL DETAIL T 00 GLR - ORE) -` 7 DATE PR1 �-� TRI.-- COUNTY METROPOLITAN TRANSPORTATION DISTRICT��`'(►G I It F �� _-_- A o F OREGON TIGARD PARK AND RIDE JWK - 7/21/95 4' 9751 - -- - -,-- - - ----- _ DA The Bentley Company ELECTRICAL DETAILS RECEIVED -� Capitol Plas• Buildln` Suite 200 SEP �.► 1 1995 - JEM 7/21/95 vGl Q�e 9320 S.W. Barbur Blued. • CHECKE TRI—MET igard Cinema Access Road DAZE 9 14,E � Phatalnd. Ore o 60�I�) 8N9Q�>¢�09 Kro PASSOC - CINC, 96 UFD FAIR 6�IDS � --- ' E. M�� rr:: (M) 244-935: A� r; Assn N0. DATE I31'� APPO OWMS10NS ----- -- APP DATE EXPIRES 12-31-96 -- --- -- -- --_ �- __----- 1• PaCI��Ci Hi�F�VyAI--- SUBMITTED: DATE: APPROVED: DATE:11612 SW Pacifir.Hwy SCALE: DRAWING NO.: CONTRACT NO,.12 ,�S NOrFO96-04,548 >> OF 1¢ SITo95-x,0030 �' A�5_ 'lr4 F!_ t—002 7F THIS NOTICE APPEARS CLEARER THAN THE OCT a 1998 FOOCIIMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICI10F ILM Fn S D111III��I;II!I'ilililjl111'!I�1111111+ILII! I'III�IIf�lI11111 lIIIIIiI11111 I ilflrj_Aoil�llill i Alii{I��IIIi I I�(�ijlllll�l f lllllllllliji i 1I11111�111�1I) I III�I�IIIiIII IIIIIII�I�IIlI INCH MAGE IN4 CHOP A 1 Illllllllllll�llllli!!I�IlIII!III�III!lllll�lllllllllill!! IIII�IIII III!I!!!I I!!II!!!IIIIflIIII! lItl�Hllllllllllll I!!1111!II1I!l�Itlllllll�Il!!II!II�111!II11111117 111 is 1111I!!�1111!!!U�II1111IIfIff!! !IlI�I!!! lllllt 4 IIIiIIlf4 INIIpl1 !INIIItIINIII!!!I lllllfllll�llllllllllUIIIIINIIII!IIIII!!t � 4 ; 4 ' " _..r•ha,___...,-...-., _ _.h•-wR"-f+-...... ._,..--„ __.'_' _.rte--' . . � G��e �, +. f ''i /G.'��Rl� ('l_1�,�1IZi1�Sry ,-�f„('.�'� �SY fi'(>. 1 L� ! t A }' _ 1--------,e-- _ ---__ — ------ LANA 5Ofpf�.�_ __ - , . - .. s:' u:c r: R 'i�L'�•-T�11F-A.a .- _L"_--' �- __'-�'�-o--"� r .. ^ u;,;. .,.,,•..-moi:: -i.:' - . o -z -a V4. DRAW R i„ ) /��J t(, ... .�. . a ' • '�• , , . , ,.`,-•�---- - T +--�—+- +'—"'�'—'L-•-'�'--{t--V'-- _ ., ... :. - - '. "�+ :ic+-'�.e•:::scs-=.t:.tc-Y;i II1,�- ;�.xai:. "a. .e:�.�.✓ta.xrs:•s.IF.*_:::, .;�:.c '�IfA.0.�ac:.'. I RR I VAT I ON NOTES. � t •� S tr , . _. If \ - e • . �41 INSTALL MAIN L INE I 8w DEEP ;:, x AL..+- LATE RAI LINE i 2 §. -,�•- r. - t �.': .. . :»,.__.: .y,:.. ,•:.. �, '.s�:_�.� _... u� " AND SLEEVES 18„ \ `�1(TI�/rL1�} y �:4.'t..7'�;•:::moi aa4Mie. 1......,.�I:.«irk' a.,�14w••n auL.r6. F w.is I �,�r•:ar z.::3. r.�.. a..K � , v �--»��. -:�•.yye'.�C'mt?e:-_! I �- - -� , - :My''CZ:t:fi_-M C�_:�71,YoeeUMiwn a::,aarrr�T"7-- zz .•iv►+ �s�v..i C_.:� �1I�.r aa'..es+w. L F t .._._,y,. C tu. I i N ')TALI. 6 SLAT I ON r ONTROI-LER 2. LUCAT I ON OF F'IPES AND VALVES '� E� ARE SHOWN D !AGRA FOR MAT I CALL Y 0 CLARITY, Il ---._. 2(► I `f 0 A� E' 3. FIELD ADJUST SPRINKLER RADIUS I I Z 1 I AND ARC FOR MAXIMUM COVERAGE. i KEEP EXISTING TREE ROOTS DISTURB, j AS MINIMUM AS POSSIBLE. 1 HAND EXCAVA fE IF NECESSARY. T 1 WATER METER SHALL BE: INSTA!-LED BY OTHERS. -� _ .-_.. . .. I + �• I 1, '�`" '`,, STATIC WATER PRESSURE AT POINT OF CONNECT I ON I S 90. VER I FY AND NOT I F Y lilt , N Y +� A � D I SCREPANC J S , R I E OR 10 CONSTRUCTION. 1t 11(x' l a IRR I CATION LEGEND: ' i" METER BY OTHERS GATL: VAI VE 8 1 DOUBLE CHECK VALVE_ 8 RE-MO f E CONTROL VALVE 'JU I GK 1.;OUP1_ I NG VALVE: 112" SCS' DUi E 40 PVC, MA I N L I NE UNLESS OTHERW I Sr- I N I AT r ►i I I 1 C E 3/4" CL ASS 200 PVC LATERAL LINE CLASS 200 PVC LATERAL LINE ` T" CLASS 200 PVC LATERAL LINE 1 '�'� _ . _ '• `' � .., /, a S`� u J ,\ �� _ . . . .._. .. . _ .__ _._.__ . __....-- _.. . __..-... .. _. _ ,,.._._..; � ►1 � �� --� I CLASS 200 PVC LATERAL EINE ' -�-'-"--- ( ---�--~�- CLASS 200 PVC L A TE:RAL. LINE SIZE AS INDICATED 4" CLASS 200 SLEEVE UNLESS OTHERWISE INDICATED I TROLLER S I AT I ON NUMBER I AGPM ' I I II I , I , I VALVE S 17E: , _ 1 HEAD KEY .__... _.._._.._ ._._.. _...._ n F OR F t�1'�f L RADIUS P 5 11 A MCCEL I ARC RA !NB I RD 1812 F� 10-- 15' 30 3600 o RA I NP I RD 1812 H OR INDICATED 10-- I 30 160" Q RA I N91 RD 1812 Q I ' �I I I I I I I 1 I �>*��:.�,�,�.:-�•,.�--» :- .";' r 11 0- i 5 30 90 O 6 IRA I N6 I RD 1812 STR I P HEAD 4 X 30, 4 X 1530 I:::r-.-:^. Otml[.:0. 'aromas.•I rte a3:9 eAr.•.vw r ra•a,.n ,. . , s!#Ic.^..a 1. ,'rrrw t*:m-... c• t•.mr,a., m"..::`: - t:fr�.• , 1 - 2 00 CD RA I NE3 i RD •C 4 PC T30- 13 30 35 0-- I 0 RAINBIRD T-4 PC T30-25 30' 35 120--240" 4 C 30 50 30'RA 1 NE3 i RD � - P T 35 240-360 RA I NB i RD T - 12 PC T30 13 30' ' 11015 F 7, WETLAND BUFFER eta�.. � '., ..r-- "�" RA I NB I RD T- 12 P T 3.5 0- 24 2 C 30- 25 30' 35 120-240 1 r•r_.. - WE TLAtZ DWIDARY RA !NB i RD 1- 12 PC T30-50 30' 35 240--360' 1 rte„_. NO 1 E: USE 6" POP--UP HEADS INSTEAD OF 12" ALONG CURB AND S I DMA K. i GRAPHIC SCALE 20 0 40 SCALE: 1" s 20' �o 1 $/29 CW CHANGED LOCATION OF WATFR IrFUR PER TUALATIN VAILEr WATER F)I�IRICT REOl1E51 �; �I �i95 �.� �' t'r� TRI — COUNTYf METROPOLITAN TRANSPORTATION DISTRICT OF OREGON AT 8?. - Till—WT "'� __ -- - AND RIDE AT 19/95 � I� �RD PARK y t� LANDSCAPE IRRIGATION P�.,.tAII`t cpLhrr. r1. P lQ1 Mayer /Reed ��•� ,w w�sr,Inala ��I,�E, �� GW 0/ r ��, � , , . . � �a �.�;L.F>� �►�n+leccur � P�V<<� C� �- _4 Tigard Cinema Access Read - C R TRI-MET • f 4 C ) t0).-� � ° 50:3 �'?3-"�5.? )� ..�� ►�Y .-�.- Pacific Highway Nu. bAtE pr AI'AI? RFV+51r)N5 _ - - _ _-___w__ �n 1 � , "• � �i .: ,, 1 � r -A � 1 t?A'E: :,� F. tI+?nwiNC No �.... � ..�. _ CG�NT��i;t .i0 .,HFE-T NCI : 11611. SW Pacific Hwy 07-.24-95 1 �O t LST-001 f2 SIT 95-0030 13 of 15 IF THIS NOTICE APPEARS CLEARER TITAN THF. OCT 6 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. 1\1 1�,�201�ILn?LI) IIl'll�lllll� l IIIIII1� 11111 i Illlllljlllli I'llllllljillllll Illllli+lllll f IIIITl� Ijlll ; illli;;jlllli 1 11111111111; 1 Illlilljlllj! I IIII�I!}��1I111 fIlII�IIIIII! IIIIiII II11ij IMC!! MAD(iN CNINA Ho'1II1111'i;III►111111►111l111u111111;!►niIn1111111111±I IulI1n1 IUI11►11,11 1'IIIIInnIn11I111IInnillilllnl III11n1, n�IIIIItIiIIIIIIif11111I1111111'fililllllllllltllt!111111 I I I 1 1 Li7- 11140.111111111111111111i 1 Illillll I IIIHIt II ILI I{11111 1 ,111111!IIIII111I11,IIIIIIIIIIUIIIIIIIItt .�til��ul�l , ` '% t% 1•\ `/� '+' _ ,, ' � ., � _ :. i"•._� � E :�;, #IL.� ;3�,�..1:,'i6 >�.. ,Y•�� '^.�,",I"' j. ,'R..-4. <-... r - y •',�y. - t- _ .. r rib } "• �' .��` � �of f � li � .. r. - _:. .`.. r �•a.at f-{' y, �.. _ �' .. .� r7 .fl. :. r ".b p''".�'^'� •L �a'4:�_•� ,,<.>...}�i � } ,. a..I':,,,- { . Y fMtJ . . t ' 112 GEN I STA P. '�i i,NC(k1VER COLD 1201 3+ -7-1_. _ r— M _y 5 EXISTING LONDON PLANE. TREES ,0 BE REMOVED �-� ANE S`RrA£ EXISTING GRAN. - T!'6,�Rll Cl1ti�"�l_aJ,S� .�lCf.-�'.S�S P�>•1I> culNo STUMP MIS. Ie �LOw xI AN[ f ` _w.,,z;s. . .a�:x:fR..-s.:R: -....... .. •>a::�s�::�:.:rx;:sx::�si�m:x::ns: .w::--:..',_ :r.:.•s>=. '��Y �F._ � ':;Al��:j :.y. �' 6} � ° � .� - ..»-'rix'.:_::�;.;. - - - _- � ,.t� t• • • °"_ ««1.i... _ •. • .. �• a , • err:{' '�F�.:s s cs^ 1 3 �m 14 5 Ys - - _ ____w . ._.-____-- _ - PLAN L I �T OGARPUS CA1� ! T A T U5 5 GAS o � � '° ___._.... . � -'- •' , . . � ' �- ._._. `.._ _ +"K, �`, ,, � �,'' ` � h •.. • � ` 4 .._.,-�..- • ♦• ' t r � .. _.. .• . . - f � r --_..:_.` rc.A .I' f .r 1 1 1'� �sar�• .ips.:mr L.c:_ .:=a-+M�;r.:>o as:u r.- - It 1 - • .� .. .• �::. ,� ,,«, lRTJft ° :_ QTY. BOTANICAL NAME I ! COMMON NAME S!ZE CONDITION i A.MEIANCNIkR AlNIr01lA 3-- 4' a ! 1 3 ALNUS R )BRA RED ALDER 6-4 B&H N �� 0. RAYW " ? SAMBUCUS C�,ERU1_E.A 3- 4' ? ! + , �, `` I 29 FRAXI I UI•�' RAYWOOD ASH 3 A � c � - I � } I, - L t_.B&B 5 LATAVJS A. BLOODl;000' BlOC10G000 LONDON f'I_ANE 4" C�'L.E38c8 `\3 A!_Nus RUBRA i I 5 ATAN n I I ' 3 POPULUS TRICHOCARPA BLACK COTTONWOOD 6 8' H&B C S B DUS 1 5-- I$ 4 0.C. I UH A 6 8 � I PL US A. BLOODGOOD 4 CAL. 11 I I TUS H Y R i f 1 3 AMELANCH I ER ALN I FOl IA SERV I CEBERRY 3 4' CONTAINER I . ' 53 BERBf:r7IS T. "ATROF'�IPURE;A' RED-LEAF J. BARBERRY I5-21 `CONTAI R — --- 5 rRAX INUS 0. RAYWOM 3 CAL, EXISTING LONDON PLANE TREE TO BE REMOVED a � a ! ED 12 i C I STi1S HYBR I pUS WH I TE RUCKROSE 15- 18 'CON r A I NER S o ._. _ _ r „ -�, I 205 CENISTA P, `VANCOUVE•R GOLD' VANCOUVER GOLD BROOM 12" CONTAINER '.- •�. � I �'� �—` RUNUS L. OTTO L K N 1 _ U J 21 24 j I ryw , 40 OSMANTHl1S H. GULFT 'DE GULFTIDE OSMANTHUS 21 - 24'tONTAINER S { I i I + i 8 OSMARANIA CERASIFORMIS IN IAN ' { 0 L'LUM 15-� 18 CONTA I NER i _. _•� it {! ._ ..._ .__ __ ..... . _.. .. ! .. ! _._ _.. ._�._..w-t•_�. _.. __. �_. --1- 1 � 9 PHYSOCARPUS CAPI TAILS PACIFIC N I N EBARK 5 GAL CONTAINER 'OTTO LUYKEN' OTTO lUYKEN L UREI. 21 -24"CONTAINER 05 PRUNUS L. w 179 ROSA NUTKANA NOO rYA ROSE 18-2 I "CONTA I NER r 1 SCOULER Wit -1 OW 2-3 CONT" I NElR 5 SALIX X ,COI ILER I ANAr C 1 15 SAMBUCUS CAERULEA 1,� ti I I I ( j � � 1 1 ��, ,�� •- SAMBUCUS CAFRULEA 3-4' CONTAINER 18 SYMPHORICARPOS ALBUS SNOWBERRYS 18-- 2I (CONTAINER 5 S � 017 SYMPHORICARPOS ALBUS 18--11 '' 1075 COTONEASTER D. t E I CHHOLZ EICH HOL1 COTONEASTER I GAL. CONTAINER r N EX I ST I NG LONDON PLANE: TREE TO BE REMOVI�D 3 I•RAX I NUS 0. 'RAYWOOD' 3' CAL. � C.� GRASS SWALE N ,-.SEED GRASS J PH YSOCARPUS CAP I T A TUSSGAI. 0;v 3 OSMARAN I A CERAS IFORM I S 15- 18" F' o �` ,'.-- I + ! -tt .• • P P SYMPHORICARPO5 ALBUS 18-211-7" 93 GENISTA P. 'VANCOUVER GOLD' :12" • / \`�, y ,; <<1__._ . ._. _.._ _.._._..—... . ._ .. .... _._. .___... __......_.._......_,..—._.._ ........__.__.._ ..._.—. _�_.__...........�._ .-_ _._...__......_..__.. —__. EX1STttC TREE TO 8E REMUV!'0'-" EXISTING TRUE TO RFMA 79 ROSA NUTKANA 18--21 o S � Q �:, ', PRE ERV`q AND PR TE 5 SAL I X SCOULER I ANA 3-4 r _ ..... i o I POPULUS TR I CHOCARPA 6-8 ._ __ IN s 1 t * / 11 SYMPHOR I CARPOS 4-BUIS 16 -2 I" OS u F' t � ► 3 SAMBUCUS CAE RUI_EA 3-4 ( 1 ;- ` + i ? I ! _ —._.... __.q°• ;,lr S . `,L , I P 47 PRUNUS L. 'OTTO LUYI EN' 21 -24" __.__..._ . PHYSOCARPUS CAP I TATUS I N �- 7 ERAX IN _ y� ---'- ar W n �a{�' 8 US 0. RA YWO _ . r _ o0�...3" caL _._ ` „ F, �' - - 14 FRAXI NUS 0. 'RAYWOO(7' I GAl. - - II ` 5 OSMARAN I A CERA5 t FORM I S 15- 18 P O 53 BERBER I S T. ATROPURNURFA' 21 -24" r^, r a r.. ' 2 POPULUS TR I CHOCARPA 6 8' �.�' �,� I ! 4,, { r.:a a : .�� ,�;;/Z � � I ' � ( � ! I � 1 �M /, I•/`/ ' � .,.- f �/Y/� I ��.i�' / .. I . . '}I '' .�L.: I y, �1� "Y kJ I .:• .edlct�� YtRRtt- c..raM1.lcf L:• '� ''..�/ 1 r/1/�� j //�,//J ;+� , �'lt4bie ,\ '- '•r# .. �� i`'` - F i. 'N4 �i ANO E3i-lc F t I' `• � t_� f h,,� ,� • * .. �• >sr��;, z5 �, WE�Lnrvl� f��lul l[)n�� 40 OSMANTHUS H. 'GULF I IDE.' ! n / -�.�- w EX ISI I NG OAK TO REMAIN 1 PR[ SLRVE AND PROTECT �•••+ y'r, '•. tit y •' '4 � .�-- GRAPHIC SCALE 1015 COTONEAS T ER D. 'E I CHHOLZ' I GAL, 24" 0.C. ---�- _._,_ _� ��_ `� "� }• 20 0 40 .. w a OWE"--HAIL� 512TR£PRODUCf_O ,\ ,. SCALE: 1* a •20' ft� e1 T I +13/29GW CHANGED LOCATION OFWATER METER PER TUALATIN VALLEY WATER DISTRICT REQUEST + TRI _ _.__. �.� .w�.ylr-...+._r...-..r_.1_..._1_w__..._. .._.._. _.a.__..�w_._...+_.._.4w_..r.___.._.... ..r.. __.www.__.._..w•-..._.«..r-+. ...___...._.-a_w...r_.. _ ti � TAN TRANSPORTATION COUNTY ETROPOLIGIS.r_T_._..RI.._—C_. T 0_..�_F_-`-- 0(.R...-_E... -GO—. ..N A _.__. IGARD PARK AND FIDE wia s rnRAl ER RSCA Mayer /Reed s wa:nmgl,,rr, suite fi^U LANDSCAPE PLAN +�,w07/10/95 � � nl�„ce�.t�llE; Pucl�clt (-VW7�o4 -�'I �► 6M 2,x'1-%63 TRJ"�MET gard Cinema Accc ss Road 'Fax 221, 9076x' . �. �a "Ic_ l 4'I Br JV+f�tl. A V1�ifONS .A'F'bRflVEn nrl t __.- — - -- cific H g .IV y n IF APPRriVFh Air :TWIN( -h, CONT*R "; 1 ; Si'C!" T ►��: IT 9 SW Pacific NNry 07-24--95 1 " a 20' S r UO2 Af,T o451e SIT 95 0030 " 7 14 of 15 J „. IF THIS NOTICE APPEARS CLEARER THAN THE OCTB8 199 DOCUMENT,THF. DOC1'MF.NT IS OF MA RGINAL QUALIT a TY. M l�. I18 Ej) III �IIIIIII{I IIIII{ lil{I{III{I{I{IjI;III I'I+lIlIlI1{!{II; I{III{ill{I{i I I{fl�jl�l(i�l I I{I{ijl�i�lli I IIIIIIl�1III1 i IIIII{I(Ilij! ( (III!;I�I�IIIII illllll{I{III IIIIIII�iIIjll , _ _INCH MADf NI (a11gA 00 IIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIII!!!;Iilllllllllllllllllllllllllll III!I!I!I,I!II�??I11lilll!Illllllllllllllllllllll 11!1(11!1 III!I1111!!IIIIII!II!IIII!IIII!I� ILII! !Il�lli!!!It!�I11'I;!!!�III! 111 �HIIi ' ! I vn11111! II 1h+,11111111II Ilnllln lu!lnn .Inllllllnn1111,p11111ullllu1+111111 s �_. A ® wii•'R'i"; ?'- { Sr• `: `rs$A(r,.n .. ., y.. l' :.i>'fl[,}:?. r.i' ,. . 'pa-, .' ,•_,i.:., n ....,.. .,r. .-_.... - G F �-� ----UTILITY VAULT CO. CONCRETE VAULT -- CAP TO REST ON -- rFINISH GRADE OR APPROVED EQUAL _ FIN ISH GRADE WITH LOCKING COVER SIZE AS P[QU I KD. FINISH GRA, . -- --- - CONTROLLER PER SPEC. ----COMPRESSOR HOOKUP 2' _BARK MULCH FINISH GRADE PEDESTAL 4 QUICK COUPLER = ILII li�l ® 10" C I RCUAR VALVE BOX MARKED "CONTROL VALVE" - ^ - COMPACTED SUBGRADEF I N I SH GRADE SLOPE 112" II III_ l _— -- - —- BRICK OR P.T. 2x4, ---SCH 80 R I SER JIM 00 0 ONE EA. SIDz E -- __:W ---Union _ Un ion I o SH. 40 PVC PIPE - pp po;� If' D I RECT - I o—--- . — —o_ 0„ LI.NGT H AS REQU I RL-D I 3 ELBOW CLASS 315 • ►I; -_ • '�, a _._ _ !' ii_I c • —° PVC MAINLINE PVC S WING JOINT. 00 • ' °2 o o LENGTH ASREQUI REDBURIAL W ! TO ELECTR I CAL _--__._ QVC MALE ADAPTER C C � • ' iI s iPVC TEE OR Ell CONNECTION (TWO REQUIRED) LATERAL LINE GATE VALVE rLR LEGEND 2 C SWEEP Ell CONCRETE THRUST iIi;� _ 120 VOLT SERVICE BLOCK I CU. FT. -- -- STD. BRICK --- NOTES: IN CONDUIT MIN. 2 CU. FT. GRAVEL (0-3/4N)- — M i N. 4 REQU I REQ- - I CU. FT. PEA GRAVEL I. MOUNT ACCORDING TO PVC MA I NL INE ---- NOTE: 0 MANUFACTURERS __- _ 6 TH I CK CONCRETE NOTES: I. All I: ." THREADED CONNECT I ONS TO BE MADE W I TH TEFLON TAPE. I NSTROCT I ONS. FOOT I NG I. ALL F I TT I NGS SHALL BE BRASS UNL SS OTHERW I SE NOTED. 2. ALL WIRING TO CONFORM SIZE AS REQUIRED ALL CONNECTIONS SHALL BE THREADED. TO ALL APPL I CABLE CODES. 2.. PROV i„E PRESSURE REGUI-IJOR. ('A PEDESTAL MOUNT VALVECONTROLLERB DOU BLE CHECK C GATE VALVE D QU I CK COUPLER LST003 NOT 10 SCALE LST003 NOT TO . SCALE LST003 SC LE NOT TO SCALE LST003 NOT TO SCALE - -T- -- REMOTE CONTROL VALVE c PUC LATERAL LINE— I --- UNION / ' FINISH GRADE ® - PVC MA I NL !NE I -- TOP OF HEAD TO BE 2" BARK MULCH ULCH FLUSH WITH FINiSH TREF TiES PER SPECS GRADE 1 FiNISH GRADE COMPACTED BACKF I Ll. COMPACTED MIX PER SPECS I SUBGRADE - 2X2 P.T. FIR S AKE PLANT I NG FERT I L I ZER I - I TWO REQU I REPER SPECS ,_.___ POP-UP HEAD , _._ REMOVE PLANT FROM 2 BARK MUCH TO FINISH GRADE CONTAINER OR REMOVE ' CNROOTBAL! CROWN TO BE . .•`� ... TW I NE AND BURLAF FROM . " IN. LENGTH OF . . LU`,4i WITH F i N I SH GRADE _ TOP 1/2 OF ROOT BALLMIN. I "XI " FLOW �VALVE BOX . . . . . SIZE AS REQUIRED � � - LOOSEN SIDES AND BOTTOM OF PIT TO ALLOW SERV ICE TO a oo - _ EQUIPMENT 00 `� � o �o r' (I _ BACKF I LL M I X PER SPEC. _ I! I I I I LOOSEN S I DES AND 0 0 0 0 0 0 n - - _ Ilil11=_ Illi! - II,Ii—�il,lll 00 oo �� o. BARB ELL -- -- - PVC TEE OR ELL ® LATERAL ^III = I I I 00 0 0 o$ oQ foo LINE OF PLANTING PIT III= NOTES: CO) o a - — —REMOVE BURLAP do TWINE FROM C> �_. OF r'� TOP OF R00f8ALL I. PLANTING PITS TO BE 2X DIAMETER. �I - EA. C --- RICK SUPPOR — - I CU. FT. PEA GRAVEL SUMP BARB ELL. X W I FH ROOT BALI. 2. KOOTBALL CROWN TO BE FLUSH WITH GRNERj 1 FINISH GRADE. 5 E REMOTE CONTROL VALVEPOP -- UP SPR I NKLER TREE� STAKING SHRUB PLANTINGT F-� NO TO SCALE LST'00 ST003 NOT TO SCALE LST003 N LST 003 To SCALE LS OU3 NOT TO SCALE AT 5/1995 _ U)T TRI — COUNTY METROPOLITAN T RANSPORTATION DISTRICT OF OREGON DF,I G�IED DATE � TIGARD PARK ANCA RICE ATDRAWN'- -- OATF -- CAROL M ER-REEDMayer/R ed 319 sw wasNngtn suite ata LANDSCAPE DETAILS __ _ �zpALc �_ 7� LenriscaDe ArChitedue Portland OrP9on 97204 Tigar- Crnenns. Access Road CHECKED crow 503 223-5953 I-MET Highway Fex 223-8076 + f- ac-�ic APPRCIVEU - -- pA1[ - A 1'NO DATE BY APPD. RFV I S I ONS S� I TED: — DATE: APPROVED. DAZE: - ---.-. SCALE: DRAWING NO.: CONTRACT NO.: ISMELT NO.: T 95 sw pac;rc Hwy 07—? f--95 AS SHOWN 1ST 0+0,; 96— 95-00:30 15 of it f 0 . IF THIS NOTICF,APPEARS C'L.EARER THAN THE OCT s 1998 IX)CUMENT,THE i)OCUMENT IS OF MARGiNALQUAIATY. MICROFILMED INCH mum I I�1�111�1�1,1 I`Iilll�!'llf�lll i�I�I�lilll�l I It(��j!�I;l�! f i�i�I�I�l�I�I I t(i�flll(�i�I i'I(I�I�iII�I�( I (iIII�I�I(iIIII I f�llliill�l�l i�I�i�III�I�II , AOm[ IN CHINA 1 iii.!IIlliilllniillnl,linlnlllnl,rinllnlilin:li!!l.nnlli!! IIIlIlIII Illlllillllllllllll nnlnlilnillnn nclliici iluhu�I'Ililnlllnnlc+Ilinlllnnlilillcnliu;cltll�llullilil iuiliin niillii: uiiliisi nuliiii !1lilit�iiill;liln inllniifniillinlunl�licil►n!I„IlII