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11745 SW PACIFIC HIGHWAY-5 J r OREWN OF TI(I Y.-!OIGARD # Approved.................... ................ ... JT If y - IWORATION � Job Address: LE5k, e- (JDD 0 Sy- [)a,.,) � TEAM DRAWING INDEX SITS/BUILDING STATISTICS PROJECT Z ��AM D ._ OWNER/ lvcstN,,11111 c tltl pm-at]()[I :)(►:ill x.11'. 1111t111� 1 �.,..:. ;! �9'� 6'!.l�1,7•! S:•� 1�:Vii,�,. CONTRACTOR I'(ll'11mitl, M" SI;"ul - 1))!)7 C-2 CnrrAII u �-A,rl.°EROVO't'z CQ1,'1 R0!1. 1"111:31 "''" "0U11 Q;WcsI't" � N71(I!,!�' 1►�d.,IRF� �:��• A.�TII,IT•�S� fir1;`t'A.i�.�~) `:�-� I!"t'3':):�lr�i! w:•G�"y0"(,"I��$�ri.. �1�' O�l�.11,� I t'fRCHITECT It111 1i. .I III' rt'Ily 1k :>>�tlt I IIt'ti 1'r ► nt`II 1►,Ik ,'I'f1t' I tltn►1111t1ti Ituiltlitt^ I Q,UI1InA:',` 1]V1,; (;r1.1•ti11t'i1'r Park ;,N, "'Ilih. ".(► .,� RICO ; I '�FA.i`'til644tu !r'1.A1U1 1771) �,w STRUCTURAL flerry �t1t'1+ I;.► 1:11'rinvol- r. !'r " 1)EYk,,.'3 ENGINEER cul �N: �I1i1t'►' �ta..3 FI,.CT)I)i tyl.,A.(r9 I�rlrtlallrl. M! 9-1'12012 ;(OTT;I" KA1'1 L DI I'AAL i Wt 17 js;,:rjl ! ;. .Is r'1A.�'y'lIAL NTERK-'•"v F'1.00OP N.-ANS 4 3!9TETI 1,1•�t��, CIVIL \1111 (It'll, \1 1�i1►I, 111'11111rt1. 1�1'itu,ulll ? Ira l lln F !_1:VA i n`►1,18 _ i , "Ti `11 I', 1,llt 1\'t'. /`,�� . , rr ,a i�_, TIIIDN� �u u ✓t;,. ��ll ,�a�lrl� � �lt1.l .� � ',�% U �..� ENGINEER I'11rtl,ltlll, I)I: !►,"u1 �,.:�n� WA. .k : ''"I �l 9, it FTAILS �8� 'H MHAL. HOMILL—F, SJBh4 'TAL(.,� 1 1 011:I 1 D1:*,`A. 1..,S `"' ;. � ,t:'�;I ,i�r- ��1�b`?u°�IT'1: :aid.,-31e.: +.��::�IQ;► �'�"`I��:;u�"h, 'L'�A�`('r..� ,��..�p�,�g�. LANDSCAPING I hri- Vrt•-hli,v Landtil`apingtl.� . �, rq l ' � k-"2. p . T, 1.- 'r- Jy"�.� }..I ►,' ► ` 1 1 ;1 1011 1'107 U)SU) )A � y I�I11'1lawl, ()1; 9/205 j,4.1 FLOW II-PLUMBING 3. R,"i�rA,C1�l,�d'1E1l�1 11, Ii�A��r�i� �••$•�� ., GEOTECHNICAL I:'/ � - 1(;it t. Itl1•. •^1. /R.`� ;�A,�:?�)h:�l�l�1''u /�, 1��fr•Tfr:?�) 5'•.:� ��. lull S11 I'cch I ofil `r Dri\o 1A, E_•ti ENGINEER I'mA I;,)1.). OR Ili ''':i-1111'' t r"'2 POWER FLIT, , _ ! ►I i ( +1(1,31 O:M-:i1()0 1Of) .,.3 1,J� ArI 5i FVW. A-L A;i: ', 1 �_,'II PL.A,I n TRAEFi(' 1,Illlt'�I1I1 � ,1ti�t11 ►�Itt'� � (; 10 "-;w 11111'► S'Ilitr` 7(►(► I,, ?'LLAT"•-10 PLAt; ENGINEER 7 1)'a1�1o�ATION T'LAIa 1'1111171111►• 111: I)7�0'' VICINITY MAP NS & �� ► �-_y (.) J O 111 C� y� ►._� DATE ISSUED: 1 �1 �� --- - - ---- MAY 6, 1994 :112('1 I I'1'f';C"1'l: 1?1•. 14' 1'L:1 ; pn '-')ET N0. : n (,103)690 1771) • tax (r103)(MI) 091,1 Project.; 98,4 1-14 1 155 N.W Crct`nhrit'r Parkway. Suite 260 Beaverton, Oregon 9700(1 File: IA64CCI E m T PACIFIC HWY..11745 u, SIT 94-0019 1 Or 13 - ------------- - -------- ��- --. - --_- - -- U Ll _ 1 �T TjT� 1�T�'�•T�l 1 tit ).M�I �Mi/IIPY'YMZ�►.�v"..n.�...+nw.wnr��+�•a : wr.�wlH+irk.��..�.��NY�.�NA1ilArl�IMiN�tl1I111PM.11M�R J y I IF THIS DOCUMENT IS LESS �I 1 �l� 1TTTTTi 1 4 6 ,1� 1�1 1�1ir1 I . I _-I- WI7MT1 1TI. I :�y AUGUST 30LEGIBLE 'THAN THIS NOTATION, T11,11 _�T� - ___ --_. ---_ --� � I � I No an A' IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. �S g g� L�T— 1 9T 6T tirT �I T T 8 L I 9 9 IIIIIIIII1�1I �IIIIIIIII�IIJlllll�lllll111�1111111i1�1111lillllllllllll�llllIIII�IIII1111�111111111�i11 �111111111�1illlllll�llllllll� 1IIIWIIillll�lllllllll�lllllllllllll ! 11�III1111U�111111II�IiI1,IIII�uI►I I 1 . S.W. PFAFFLE ROAD M N W R`P PLANNERS ENGINEERS LANDSCAPE ARCHITECTS 1 1 233 SW FRONT PORTLAND, OR I � r 97204 12 503122510822 FAX: 50312.7318353 n 'i „)i i� ,l f I LEGEND EXISTING BUILDINGS —• w 30 L c)0 A4,1 I EXISTING CONTOUR LINE - -_ 1 _ _. _ _ N— EXISTING CURB UNE - EXISTING SANITARY LINE --- 12*SS D12 _- __ f 01b EXISTING E.P. LINE — — - EXISTING STORM DRAINAGE LINE ��NES -- '� --- U r EXISTING PROPERTY LINE t4c2p j El EXISTING SANITARY MANHOLE/ EXISTING CONCRETE EXISTING STORM DRAINAGE M.H. U� c 2(1 � ' -a /'DB , I EXISTING STORM DRAINAGE C.D. as C28 -- 235 EXISTING BUILDING j/ EXISTING WATER LINE -_g'W - ----- 1 c24 EXISTING WATER VALVE �d a N e92s,'ST w e 10 Dia 1 EXISTING GRAVEL �,� � 44626 I O - - I L EXISTING FIRE HYDRANT 0 -- - / ! \ ; � c;1 O' D12 EXISTING A/C PAVEMENT EXISTING WATER METER ® �\ I E-1 EXIS 5NU EVERGREEN TREE • . CABLE TELEVISION RISER S � \ g EXISTING EXISTING DECIDUOUS TREE / 136 - 1 EXISTING STREET LIGHT EXISTING (:AS I INE � ' EXISTING SIGN EXISTING GAS VALVE � 2jµ I - ExIS'iNG CONCRETE Rt-r!�nvudG w ��.1. EXISTING FENCE LINE EXISTING GAS METER D8 EXISTING UTILITY POLE EXISTING OVERHEAD WIRE O pD1 \ _ / EXISTING GUY ANCHOR EXISTING UNDERGROUND ELECTRIC 9 ^ {' — ""• _ '4o I / EXISTING MAIL BOX EXISTING TELEPHONE LINES 1 :a,T EXISTING TELEPHONE PFDESTAL EXIST. CONIFER TREE TO BE REMOVED De EXIST. DECIDUOUS TREE TO BE REMOVED 241 Od�� ASPHA,T PARKINQ I,pT, "`; - — _ O +/� / ELECTWWE1ER5 NOTE: EXISTING 1REES UNDER 6" IN DIAMETER ' NOT LABELED ON PLAN 142 ai:, J 1 O r / FF ELEV-228.00 \f t E:r STING `zE"AIL STORES ,r i¢ BJILDING 1 � ' 'wt,- / OVERKA'+G 'l.'�Q!" • ^moi, p`Tr /`/ C� Q U CIO C10 "' (/ ` 1112 G.M. MOTORS - �� / i \ �� ,� • APIs OY FF CLE V 247.00 N�oil`r�u - ,/ I �--- Q :, .• y ;'�•' 2 NE `N O ' � ' Sip // '� •,.,-•-• "`- , �h a } �ysrh �.�, •�. REV. 1 DATE 1 BY ? V N�r\�� • �' q4o , in PROJECT NO. WWM02 -DATE t 5,/17/94 _ DRAWN I J. SLATER GRAPHIC SCALEDESIGNED B. WILLIAMSWILI.IA p. 30 a 1e 30 so 120 CHECKED I WELBORN • f U4 PEEP ) SHEET TITLE • 1 Inc h - 90 tt EXIST, CONDITIONS SHEET NUMBER-- PACIFIC HWY.,11745 SIT 94.0019 ci 2OF13 IF THIS DOCUMENT IS LESST-TI 1IT 1IT 11 TTf T T [T i ._rT1 T 11T 1IT 11-1 1T lil T!T1r Tp III 11 Til i1111IQ, - IT Irl 1jT Ij1p_1 �C 1995 4 T 1 '� �'� �' I 4 '� 1 g 11 �j 1 g --1 177 1 10 I 1 11� AUGUST ,r LEGIBLE THAN THIS NO`I'ATICVN, Y TS DUE TO THE QUALITY OE' "°'° HE OR.TUI NAL DOCUMENT. II I 1111111111111{ {{111111 fIIIIHII 11111,119, 1111111111111UII Nlllilll I1III1�1{1111I1fU IIIIIIIII Ililllll! IIUlllll HIIIIHI 11111111 IIIII I IIIII1f11iI111f1UI11111IU1 ll111U I 1111. llJslll a 9 9 ILII Illllllll LIIIIIIIItIIlIi,111 , MNWR!P PLANNERS ENGINEERS LANDSCAPE ARCHITECTS 233 SW FRONT PORTLAND, OR CLEARNGIORRADINGIEROSION CC*ITF 0 GIEHERAL NOT . 97!04 off 503122510822 1. All construction and materials within the Right-of-Way shall conform to 1; An Eroaior�/Sedimentation Control (ESC) Plan is required on this these plans and the applicable requirements of Oregon Department of Transportation. project. The implementation of the ESC Plans and the construction, FAX: 503127.38353 S.W. PF�E �� maintenance, replacement, and upgrading of these CSC „,,i?hies is the 2. Notify Engineer 2 business days before commencing work. responsibility of the contractor until all construction is completed --"-and approved and the vegetation/landscaping is established. 3. Cone structures shall remove all trees (marked), shrubs, to sl hl, and mon- 16. , pproval of this erosion/sedimentation control (ESC) pl;.n d�oea not �F made structures including, but not limited to, concrete slobs, walls, '`tt. ff r / -�- --;X / constitute an approval of permanent road or drainage jesigri (i.e. size � NGINf� / / / / waits, footings, asphaltic paved surfaces, groveled areas, sheds or �, E. R a td location of roads, pipes, restrictors, channels, retention 16,109 �/ other free-standing buildings (constructed of wood, concrete, metal, fo:ilities, utilities, etc.; r etc.) building` foundations, fences, railing, machinery, etc, within the � F clearing lim t.. The Items listed above shall be disposed of off-site. �RON / I It shall be the contructors responsibility to confirm the number of 17. The boundaries of the clearing limits shown on this pion shall be structures to be removed. p y clearly flogged in the field unor to coilstruc+ion. During the 21. construction period, no disturbance beyond the flagged clearing area \c�,�, 4. All buried structures i.e. conks, leach lines, drain rile and pipes) shall be permitted. The flagging shall be maintained by the �WI�?- / / ( p p ) contractor for the durat'on of the construction. / not designated to remain on the site, shall be removed and the t 2 resulting excavations shall bo properly bockfilled and compacted prior to any gra�:ng or filling operations. This is to include stumps and 18. The ESC facilities shown on this pian must be ;onstructed in 1 I rootballs of trees to be r�rmoved from the site. conjunction with all clearing and graaing activities, and in such o manner as to ensuie that sediment end sediment laden water do not 5. The area of the site designated on the pion to be regraded shall be enter the drainage system, roadways, or violate applicable water 1 •� strip.-ed to remove organic material. standards. I w r ca' i 6. ?'I unsuitable material (soil do vegetation) removed during the I [� clearing and grubbing operations shall be remoe�d by the contractor 1:l. The ESC facilities shown on this pion o-e the minimum requirements for � '4 and disponee of off-site in a suitable location approved by the ar ticipoted site conditions. During the construction period, these � e 1 / / engineer and the Applicable Jurisdiction. ESC facilities shall be upgraded as needed for unexpected storm events J 1 i or Bite conditions to ensure that sediment and sediment laden water do 1 , / I 7. Excavators must comply with all provisions of ORS 757.541 to 757.571 not leave the site. Q I• PLACE EXCAVATED MATERIAL 1O TO 20" ABOVE including notification of all owners of underground facilities at (f� THE EXISTING GROUND ELEVATIONS least 48 business day hours, tut not more than 10 business days, before commencing an exc tvotiun 20. The ESC facilities shGll be inspected daily by the contractor and 77 8. Trees not designated to be removed shall be protected at all times. maintained as necessary to ensure their continued functioning loco construction and during 1 year warranty period after construction. I 1 •� / I 9. aawcut straight lines to meet existing pavement witn new pavement. �! 1 / I 10. Contractor sholl provide and maintain adequete traffic control along 21. At no time shall more than one foot of sediment be allowed to EXISTING a N I I the existing roads. as required by ODOT standards. a:cumulote within a trapped catch basin. All catch basins and 0 B �0 Gs conveyance systems shall be cleaned prior to paving. The cleaning U) 11. 411 erosion control cal hand shall be :n accordance with USA's "Erosion operation shall not flush sediment Inden wot.r into the downstream I A� control plans techn.cnl handbook". system. 12. The erosion control devises shown on this plan are the minimum requirements 22. Stabilized construction entrancoe shnll be constructed at the C� required. During construction the contractor shall maintain and upgrade beginning of construction and maintained for the durction of th9 r7� � 1 � :he erosion control devises as required to prevent the soil from leaving the / . \I ►'//, property. project. Additional measures may be required to ensure that all paved ►-� areas adjacent to the protect are kept clean for the duration of the ~ 13. The stabilized gravel construction entrance shall be installed at the beginning project. I-a of construction and be maintained during the project. Additional measures / X / shall be required to insure the public sleet is kept clean. 23. Sediment fences and straw bale barriers shall be orrtoved when they _-� N 235 14. Erosion control devices shol! be removed when they have served their u3eful purpose have served their useful purvose and when approved by the engineer, w I _ I' but not before the upslope area hes been permanently stabilized. X X�' Y. �� d OC 33. 2 TOC '23#.07 I 24. Construction and maintenance of raveled constructian entrances, 9 Q 233 234-- 1 fi0C23 .r47 23 .72 G2 3" 7 / 4 temporary sediment fer,es, and straw bole sed'ment barriers shall ---- follow t`,- quicielines 3stablished in the "EROSION CONTROL PLANS �-- � � I G232. ' s,TOC233.50 �.► / -TAWWC� WALL TECHNICAL GUIDANCE HANDBOOK". G233.00 - - SPOT ELEVATIONS 25. All erosion control work shall follow the yui-Jelines established in _ 23f: i 3 = j T the "EROSION CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK". �, I POINT TOP ELEV. BOTTOM ELEV. TO EAST - e TOC233.50 l 1 231.3 229.0 •T yt I- RIM232.10 233.2 228.1 G233.1 228.1 T r'-I - - _ i p�� .r- - ---._�.1 - � � �� 4� i ?.33.3 227.9 1 EUU3M 40 -� � - -�� _ , -- - I TOC233.5 1 t�/ "� ELEV �=00 G233.00 ('} // 3 T - ( TOC233.06`� I \ ' 23r; - - - B - p I G23?..i6 f J• XISTINb CONCRETE RETAINING KALI CONTROL 7 TION NOTES I Tar 2 35 , ;4 l //� �;� Z2 21.It _ 01 CONSTFU:,T EFJSION CONTROL FENCE AS SHOWN ON PLAN I G232.80 i 5' SEE SHEET C`. FOR DETAILS ! Q 2�1 0 CONSTRL'C' GRAVEL CONSTRUCTION ENTRANCE AS SHOWN 1 1 244 -/ �. ON PLAN - SEE SHEET C5 FOR DETAILS G232.$O` i /I FF ELEV-228.00 U CONSTRUCT RETAINING LL - `n % �� CONSTr,UCT FILTER-FABRIC INLET BARRIER AROUND ALL CATCH BASINS 0 SEE STRUCTURAL PLANS FO�h DETAILS 232 ' % / SEE :HLE f "5 FOR DFTAI' S 1.1 • EXISTING � 00 RETAIL STORES � e : ,� � ` / .',?EA TO BE RE-GRADED TO TOP OF WALL ELEVATION BUILDING 'i rj • DURING CONSTRUCTION ,Y r - \ � Q TO 3 7 / / ' 1 � g0 .T�OC232#7Q- G232' I I ,'i b �- i. ' i• .�� UVL31 230 t 1 j Rt Ie'10.11 30 ti' / t '44 `� 00, TO TC0128.75 MATCH G 28.29" --237 , X y ! 1 EYISTING ��. . . . . . . IN 1 t NC22 .40 /'' by. LEND I;M. MOTOh; T1 _ j \ \ /� �.�/ FINISH CONTOUR LINE 230 APPROY rF LLEV 24'200 , / PROPOSED CATCH BASIN ■ REV. 1 DATE BY !MYI4.8 /'ryy.'! i ( FINISH GRADE BREAK ---�- 1 MATCH .r•'% --- ------ -•- 1 r r•��'r' 2 EXIS TOP OF CURB FINISH SPOT ELEVATION TOC232.05 --1--- t - /. o �'. GUTTER FINISH SPOT ELEVATION G232.35 _1 I 10 i TGC225.20 �;G ,- TOP OF WALK WALL FINISH SPOT ELL, '''r1N TW232.85 t 1 E�S�ti -.-\C225.00 �r ' •%�/ / PROPOSED TRENCH DRAIN - I EF'OSION CONTROL FENCE X I I i PROJECT NO, 1118 4 10 Ole i DATE I 17/94 - - PA DRAWN I 0. MC,AFEE DESIGNED S. WILLIANS GRAPHIC SCALE �' �!'�'' ,� CHEC D. WELf30Rfv 30 C 1& 3U so 120 g 5Hf.ET TITLE - ( IN FEff ) GRV "'IG PLAN I tach 30 ft. SN r_ BER-- PACIFIC HWY., 11745 SIT 94.0010 3OF13 II•' TNf.S DOCUMENT IS LESS 1 SIT 1 1 � I T � T 1T T jT j1 11 I � I'1,' i•jl fP TIIlirfrlTl TI1 1�1 1 � � *.� • .•----�T1�- '1 TIT TTS 71 7. T �1 I 1 �- T 1 �1, 19 9 5 LEGIBLE 7'FIAN THIS NOTATION, I�II�II T . 4 b R 1 I �1, 1�I f�Ur�`'T 30 1 IT IS DUE TO 'PHE; QUALITY o ' -�^- No 3e-��' 'rHE ORIGINAL DOCUMENT. - til --- - " -- .- - .e,L Z9 tti, I8lI9til1w, i o�i I 6lll lllllllll�I,lllllll�llll ll�lli;lllll�lll,illll�llll lllD,illlLllllllllllllflllllllll�llll�llll�lllllllll�lllllllll� Illlll VIII,III IIIlll11111ll1111i11111 Wllll ll1I�IIII�III1�111IIIIII�iIII�IUIINItI i : M1 .t ... �.; '�'�""•"qR+ r• •--•+ ., ,x...:f7r _• _ T y. Y f, �" �t � ap• ry•.' 1 �,, �'"' ��' f �r�. . . 't. i ;f. . If s ONPANDN ,�-,a. KENS �1 FOR t <, 0 F los$� OE . a fi �I 0 F 4; E lk LINE 1 03 ---- VIAL^nWhw _ w'''`LcTioNOSECT arJ - -- - 5'-4' �i''4' 13'.4' __ ___ _ 6�=$�__.__�_-.. fh �_ r__._., -- ------• .._— r- - --- ---- _ -------r:-- -"' T --- -- ----- — -- _ _ !� ---- �---- -- ->�--_... .---- -- -- - C.J, I I I� _. 2�'-6'_.______ _..— � ,..- CDIQh:^"•R QF r.,� ;. G J. I DUILD+NG 242 i G.\ I I i p"a b ,, -��-- - _ .4m- F7 16CAII i4 Ul ri 7i B�r�G CORNER 232 - ---- - • —' ' I - _ etl r-- 226 -T- b'-¢j' 4' I $' 4' ' y- - r WEST WALL ELEVATION . I l , ail I I I I V e'RUPERTI' LINE `,�.._ _ _ _. . .� _._ . - - . _ — . - - . — — . __ -- -- - - . — �. . _ — , — — , __ _ . — 1 *20'54' L_ 90, T-- ENCL. I '1 1 wuus"r VALL_PLAN ' Rer�fafa�as: "14i 14 Pile Num►1ex: A 14Ar;2-P ' s Date: s_Iq.%4 t i RCm2 PACIFIC HWY.,11745 CIT 94.0019 4OF13 - , A IF THIS DOCUMENT' TS LESS ITf 11 1TMTTITT �T1 I ffT T ITTIIIc 1 T Thr �� 11 r�I 730 1995 I' �` � 1T'T'4 '�j1 ! 1.0 11 I 12 AUGUSTLIsGIBLE; THAN THIS NOTATION. L � _.____� - - -- - —� TT' IS DUE TO TI1E QUALITY OF' d £ THE ORIGINAL DOCUMI:N'I'. —� Z 4Z LS 7 Al 9ii i�iuii iluilllllllllll IIIIII I Illullll Ilil�lUl�IIlI�W11111Ull11►��i� � � ��I►►III��,►��I,►�►I►I►�►�I►Ili�,ll F, } STORM DRAINAGE GENERAL. NOTES ' 6. Rim elevations of manhole' and cleanouts within pov,ment «re approximate, SION DRANVA(E CONBTR PION hOM 1. Al: storm sewer construction and materials shall conform to these plans and final finished rim elevations shall match finished pavement ^ 3des. Rims outside of pavement shall be set 6" above finished grade. 1, INSTALL 38 LF 6" CSP O SL=1.0% the applicable requirerrlentr of Unified Sewerage Agency standards and CONNECT TO EXISTING 10" STORI' -EWER LINE (19 INSTALL 178 LF 8" CSP O SL=1.0% the applicable requirements of the City of Tigard. 7. All storm systems shall be video inspected, pass the required compaction APPROX. IE: 219.93 2. All C S.P. shall be ASTM C-14, Class 3. tast (ASSHTO T99), and a deflection test, per U.S.A. Standards. FIELD VERIFY ELEVATIONS AND COORDINATE WITH ENGINEER 20 SD MH#4 PAVEME14T PATCH SHALL BE COMPLETED AS REQUIRED BY ODOT CONSTRUCT STANDARD 48" GIA. MANHOLE 3 Location of existing utilities are based on available irformation. It is the 8. Contractor may substitute PVC for the storm drain pipe material designated (� WITH DETENTION CONTROL STRUCTURE contractors responsibility to field verify depth o,ld location of existingon the plans. PVC and ADS pipe shall meet the requirements of the 02 AREA DRAIN X11 RIM: 3; 5 MNWR P ' utilities prior to construction and inforon the engineer of any discrepancies Agency. q CONSTRUCT 1"WE ;I AREA DRAIN AT END IE IN 8 W : 228.10 U.S. A enc A mandrel test will be required. Note that nese alternative I OF WATER QUALI ' SWALE IE IN 8 ' 1: 228.52 materials may only be used where o minimum r•f 3 cf cover is maintained, BOTTOM OF GF ATE: 22?.12 IE 0'i 8' S 228.00 PLANNERS in the plans. Call for locates at least 48 hours prior to construction. Y Y OVERFLOW( and must be upproved by the Engineer, othery �; concrete sewer pipe IE V 8" E�:: 220.35 SEE EET C4LEV: 2 2.00 E�:�dNE:ERS 4. Pipe bedding and backfill shall conform to the U.S.A. standards. shall be used. IE I,pipe outside the public right-of- hall LANDSCAPE ARCHITECTS /l4 5. The contractor shalt at all times abide by applicable safety rules of O.S.H.A. 9 All storm sewer iway sbe gasketed pipe O SIE Ot EE SHEET `21 CBC4 6 S : 220.31 OR DETAILS anu in porticulor those pertaining to adequate shoring and trench conforming to Unified Sewerage Agency standards. 3 CBy1 STRUCT TRAP CATCH BASIN CONGRATE: X 2.10 ?_33 SWI FRONT - I protection of workmen. - - - - CONSTRUCT TRAP CATCH BASIN IE OUT l8 E): 229.60 - - - - - - _ GRATE: 2J4. 0 INSTALL 54 LF 8" CSP O SL-2.0% PORTLAND, OR 10. Storm Sewei pi a within the public Right--of- Wa shall conform to these plans - - IE OUr (6 E1: 222.80 and the applicable requirements of the Oregon Department of Transportation. INSTALL 4 L� 6" CSP O SL=5.0% 22 t;ONSTRUCT 28.9 LF FRENCH DRAIN DETENTION 97204SYSTEM WITH 8 PERFORATED PIPE O4 CONSTRUCT 118 LF WATER QUALITY SWALE SEE SHEET C4 FOR DETAILS Ift 503122';,1082d- 0 St_=3.0% - SEE SHEET C4 FOR SECTION ,�1 23 6" ROOF DRAIN CONNECTIONS , V INSTALL 64 LF 6" CSP O SL=O 43% CONNECT TO PERF. DRAIN PIPE FAX: 50,-,127. 18353 $.W. WAFFLE ROAD CQNSrRUCT CONCRETE HEADWALL O END OF IE O BUILDING = 230.5 6 OUTFALL - IE O END OF PIPE 225.66 - ------- _ 2 SD MHy1 4 INSTALL 149 LF 8" CSP O SL=3.0% - - -- - - - - - - - - CONSTRUCT STANDARD 48" DIA. MANHOLE PRW, - - - T - - - - - WITH CONTROL DEVICE WATER SYSTEM N�7T �`�` ffsi 'J �HvINEFq IE IN 8Q N : 226.22 Is•I � IE IN 6" �): 2 25.94 ` I I IE OU6 SW): 225.94 �1\� CONNE`�T TO EXISTING 6" D.I. WATERLINE IE OUT 8" S): 224.78 INSTALL 6"X6- HOT TAN W/VALVE AND 6"x 8" REDUCER. CRL /- 1 SEE SHEET C4 FOR DEI I �� FIELD VERIFY EXISTING ELEVATION AND COORDINATE WITH 07 7 INSTALL 24 LF 8" CSP O SL=0.5% ENGINEER AND TUALATIN VALLEY WATER DISTRICT. _ ALL BE COMPLETED AS REQUIRED BY OCOT PAVEMENT PATCH, ''r! SD MHyy2 --- I ( CONSTRUCT STANDARD 48" DIA. I.?ANHOLE ��> INSTALL 8" DOUBLE CHECK VAULT, 2" TAPPINC SLEEVE, 2.5 WITH DETENTION CONTROL STRUCTURE & 1-1/2" WATER METER I IE III 24" ): 226.33 � SEE FITTING DETAIL X11 CW SHEET C4 IM: S 227 62 `3> I:�RIGAiION STUB - SEE LANDSCAPE PLANSIE �N 16" S� ------- IE CUT ((8 226.OEi (f) l OVERFLOW ELV: 228.88 w BEND W/THRUST BLOCKING. SEE SHEET C4 FOR DETAILS 4 INS'ALL 8" D.I. 22.5 1 O •� 1 O N CO STRUCT TRAP AT 5 INSTALL 154 LF 8" D.I. WATERLINE 1 , I BASIN GRATE: 2J8.Q0 C CH O II IE OUT (6 EJ.,, 226.16 6 INSTALL 213 LF 2" DOMESTIC WATER LINE PLUG AND LEGEi !D INSTALL 52 LF 6 CSP O SL=0.5% MARK END 5' FROM FACE OF BUILDING O E - CONNECT TO 6" CSP SEE MECHANICAL PLANS FOR CONNECTION I i EXISTING SANITARY LINE - s - i 10 CRR C7, INSTALL STANDARD FIRE HYDRANT ASSEMBLY, 8"x4' REDUCER, n Ij ! CONSTRUCT TRAP CATCH BASIN v 4" CHECK VALVE, do FDC INCLUDING 6" GATE VALVE, 8"x6" TEE, GRATE: 20. 12 LF 6" D.I. WATERLINE, do 10 LF 4" WATERLINE. <1 EXISTING S,ORM DRAINAGE LINE - - --- - ��v - � - - i IE OUT (6 E�• 228.2 SEE FITTING DETAIL �2 O'� SHEET C4 INSTALL 29 LF 6' CSP O SL-2.0% -.� EXISTING; WATER LINE _ _ „-w _._ _ __. 1 oV EXISTING STORM URAINAGE C.8 \ 1, 0 INSTALL 218 LF 24" CSP O SL-0.25% EXISTING WATER VAL'vE , I F BO INSTALL 364 LF 4" D.I. FIRE LINE. PLUG AND MARK ENO 5' �0� ` F� STING'BUILDINGS 12 CBI 4 FROM FACE OF BUILDING, SEE MECHANICAL PLANS U-) PROPOSED SANI1 ARY LINE CS .�� I' - - - CONNSTRUCT TRAP CATCH BASIN FOR CONNEC IION INFORMATION. (I (( . 0 7 PROPOSED STOkM 1RAINAGE LINE - IN: TAL(;RATE: 2�0 UT426LFj6" 28.1 O SL-3.3% O INSTALL 4" D.I. 10' BEND W/THRUST BLOCKING. ti PROPOSED WATER i INE yy ` /� j CO,'NECT TO 24" STORM LINE <C0> INSTALL 4" D.I. 22.5' BEND W/THRUST BLOCKING. I . PROF(;SFD SANITARY MANHOLEt5) 1 \ 1 . 13 CONI` T�UCT STANDAFD 48" DIA. MANHOLE V RIIA: 3J.07 :Z) PROPOSED .,TnRM DRAINAGE M.H. ® IE IN 8 'N): 226.88 PROPOSED STORM DRAINAGE G.3. ■ ' - �- IE IN 6" E : 27.08 ov PROPOSED WATER VALVE 27 �� ,� ' .'' - 235 _ r" IE OU (L4 E): 226.88 S ARY SEWER NO D4 \ %/i % 1.¢ INSTALL 19 LF 6" CSP O MIN. SL=C 5% ^ 1 CONNECT TO RETAINING WALL F00'ING DRAIN - `1 INSTALL 80 LF 6" SANITARY SEWER SERVICE SEE STRUCTURAL PLANS FOR DET,&S O SLOPE = 8.0% - CONNECT TO EXISTING 8" _ Z' r 15 CB�yS SANITARY SEWER. (IE IN: 211.2 FIELD VERIFY " I I j CONSTRUCT TRAP CATCH BASIN EXISTING ELEVATIONS AN COORDINATE WITH ENGINEER O \ I�� '��"�� .� � �....��..�� .,��' i AND CITY OF TIGARD. ��M 111111 ��. MEN m �.J 20 / GRATE: 2�,9. 0 ?.i7 -_ / IE OUT (6 E�: , 27.40 PAVEMENT PATCH SHALL BE COMPLETED AS REQUIRED BY JDO'i _ I INSTALL 105 LF 8 CSP O SL=0.5% N 2 I �..� i 16 CONSTRUCT TRENCH DRAIN ALONG TRUCK RAMP 2 SS ST 1 �� I 21 I GRATE 229.00 O CONSTRUCT 226.2 STANDARD 48" DIA. MANHOLE ' CONNECT TO CA1CH BASIN LEAD I IE IN (6" N): 217.80 �•. -_ i I e I i SEE SHEET C5 FOR DETAILS IE OUT (6" SE): 217.60 �\ `fit, INSTALL FOOTING/SLAB DRAIN RECEPTOR 15 16 23 r- / ERTIEOU (26 9E 55 227.95 O INSTALL 140 LF 6" SANITARY SEWER SERVIrE / SEE SHEET C4 OR DETAILS SANITARY SEWER SERVICE FROM END OF 6' E 5 0 CE OF BUILDING. CONSTRUCT FOOTING DRAIN A'_ONG RETAINING WALL 1. END: 226.20 - SEE MECHANICAL PLANS FOR CONNECTION ��-1-•- /. SEE STRUCTURAL PLA S FOR DETAILS 1 ?� I CONNECT TO FOOTING SLAB DRAIN RECEPTOR 1 i ✓ '�' -� '. % WATER SYSTEM GENERAL NOTES 1 / XISTING CONCRETE BETA KING WALL 1. All water lines and appurtenances shc,ll be installed in .accordance with the Y I I / r: x / Tualatin Volley Water District (TVWD) standard construction specifications 17 1 �f" �• , .�/ and drawings. r 2. Mechon'-.3I joint fittings shall conform to AWWA 0110 and ,hall be of A class �9 /r �// at least equal to that of the adjacent pipe, 10 t3 8 �11) i 4 8 3 (7� Vii• //� � 3. All water lines shall be tyton-joint ductile iron pipe (class 52). Pipe shall FF .LEv=228. 0 be :ement-mortar lined and conform to ANSI 421.6 and ANSI 421.11. 0 4. Contractor shall perform all necessary pressure and leakage tests on all w ' newly laid water lines per TVWD standards. f �<ETAL 3TORES /j/ r .'� 5. All fittings shall be thrust blocked per TVWD standards. 0 BUILDING �/ Cj �� / f� 6. Prior to being placed in service, the water lines and services she:. be a A' - o flushed, sterilized, and tested, all in accordance with TVWD standards / /�* by the contractor.F1 4"L�I.F� �4 '` l 7. TVWD shall be notified at least 48 hou-s prior to any water line construction. -� Contractor shall malntaii u rninimurn of 3 cover o%er the water line. ` rt 24 .� j f/ j. l_�-- I // •,.j;.�i 9. TVWD contact - .�w Davis, phone number 642-1511. 10 71 1 ' 1 - y,4 SANITARY SEWS=R SYSTEM! GENERAL NOTES 1. Sanitary sewer system shall be const-ucted in occoidu^ce with City of Tigard. 1 \ -_ /, 5 1 loo 1, \ �/ (� 2. All sanitary sewer ripe (except sewer service laterals) shall be 6" l i 1 1 S 2L`� �� PVC pipe conforml,,g to ASTM specification 03034 ('OR 35) Joints I - /; ,'' shall be -ubber Ing type (I Ity of Tigard approved) cooformingg u� �'• �`'� y to ASTM spr:ciCcation D2112. Pipea in areas with less than 3' of 24 _ v' cover shall oe PVC C-900. r t / .,� �. 1 ,+ ✓ All sonitar ,, sewer service laterals shall be 6" PVC pipe conforming i , to ASTM specification 03034 (SDR-35), unless noted otherwise. r,M.T hloTo'75 / i .-' 6` �x�� Sanitary sewer service laterals shall connect to the main line by AF'PROY FF ELEv " ?a200 11 r 2 ,,• ,ice/, means of a precast 8'x6 tee. - - �� LS � _ /4 / 4. Hydrostatic and air testing cf sanitary st,wer lines and manholes REV. I CATf I BY t ,.": f✓• j f shall be Conducted in accordance with Unified Sewerage Agency / / ` i l" • ' r .' standards. All necessary tests shall be performed by the I I �`> contractor and witnessed by a representative of the City of �, Tigard cnd the ongineer. joa '� �:i. 5. Finished rim elevations of manholes within pavement are 3 3 ' '.. 1 approximate, final finished rim elevations shall match finished ', pavement grades. Rims outside of pa�•�ment shall be set 6" above finished -_ -1 sh,V gl ode. 6. Pipe beddiiand backfill shall conform to Cit of Tigard standards. I� '•�� r �;..T 1 7 Suniiar� slower manhole construction shall conform to City of Tigard -- y 1 standards. 8. A minimur-, of two feet (2) horizontal separotiol, is required Q'• �� , between woterlines and sanitary and storm manholes All 2 \ ;' , construction must meet DEC and State Woter Resources Board PROJECT NO. •�� 1\ Requirements for separation. g• All public sanitary systems hell be video inspected, pass '.he requirgd WWM02 -•w-�� . r' compacticri test (ASHTO T--.o9), and a deflection test, per City of Tigard __ j ,•+ II standard specifications. All required testing shall be pwformed by - - - - ,� the con•tr,ictor. DATE 1 5/17 94 DRAWN D_MCAFEE • / 6 ' 10. Sanitary Sewer constni-.Uon with i the public Right-of-Wa shall bc: completed as required by these plans and he Oregon Department ofyTransportation. DESIGNED 1 B. WILLIAMS GRAPHIC SCALE ti 30 a is 3a to 120 �.'%.• - � �• CHECKED , D. WELBORN �• $' SHEET TITLE ( IN rEBr ) I inch = 30 ft. UT1UTY PLAN SHt_ET NUMBER PACIFIC HWY..11746 SIT 94-0019 C3 5 OF 13 i IF THIS DOCUMENT IS NOTATION, 1717 L l "L T -1 j`=L 1' �� I �' T l''� �T om_1 l_�_i yL__._! _ lu1 I i-111 -y! r - -- --.-- ---- --' 1 T A T r r r 1 r 1 1 I r l i -t I � 1 1995 (. LEGIBLE THAN THIS NOT'A'PION, j AUGUST 30 IT IS DUE TO THE QUALITY OF TH% ORIGINA;, DOCUMENT'. C Z t311Z L��1 �Z Z[ iT�a�i 118 L !t IJ E Z ir�a IIII IIII�illl IIII�IIIIIIIII�IIIIIIIIIIIIII Illl�lllilllll�lllIII�IIIIII►II�IIIIIIIII�IIIllllll�lllllllll!!ai Iill�lllll IIII�II11�111111111�1 I�Illl�lllllllli�llll!Illl�lll�l)WlllllillllllljJlillllillll�llllllillllililli 111111 llll�llll IIII II11 Ii Illlulll A I i I 'p ism M G g�P � � 1► I s g/11 � f d'I 69L-I 4{„ IE�. Mt►J, i Gt�u w . ; �. i �►t PM+`t' >kf`'','�f • 6440 oko _ � 4ss�l) ,��, ,'1 � � 1 N1.Xr 1 �, � i ��)�' �✓" �•�`" rl � � � � i � 1 � ! � uo =r4 0 L 1./ &�AW I _;� au ` 1 2�1 4�L - - = ► ! jE j r�� `1 ItaM it•M L) 1N 1 L." e M u 4J I 4 r---. .. .... _ _• - �r 1 ,� c - - _ _._, ,1~ � t Q/l� WIT -- o + `�' .w t l* h.r. ... ,,, ,,,,,..-__•-- � ._.._ -�-,.__.__ ._..__,_,�� i ' i I� IA 1 � `l� ._; . � I ;w �'� ;qe.M' �tc•cN'� . *'Svlt�Ct F i ! ( � � .,_ .._ c�► � - - �.l gel"4Y(, 14 ( M�.� G Vc� 1 /-*•�IN;�,}j Ilse :►M,i l�1� '�' �I t' C I �d t I VIA 4j I I ) A *+I! lh.�llf.l C1la I I�� il�•tRj I ' . + '' ! ! , S `�' tot r Q ►'� 1p ro 1 ' ..t .' V i e �. .} I ...L ••� 1 , �. I f ! I I t i r iJoc - + 1 j i 1 N VIIAMA, � l r� + � r � c 1 .0( f r i � � i � 1 � I �. � � I r � � �� I1 I 1 T-7 .... _ _ _ 1 7 fig► C •-� � .�t »•. `,'�"� r yam, i y Y f� _ 141 ilk (31 �"�� ,, � � : ;�� Q � ;• vas � i If 4 fin •�, .ir ,� • ' I bLFL rRe ri,�iious. or I ^{r Prs ,. f. Ntasub+•s Fde Number Rc_-3 Dale PACIFIC HWY., 11745 SIT 94-0019 6 OF 13 •.rwiw + r. .r..r.rrr.. 0 IF THIS DOCUMENT IS Lt SS II i TJ� T � 1� ��I1 1�1� .111.11 � i1 - 1995 1 4 6 8 10 1 1 1. 12 ' AUGUST 30 LEGIBLE THAN THIS NOTATION, — --------_ __-- r�� _� ___ _. I'I' IS DUE 'I'O THE QUALITY No 36 THE ORIGINAL DOCUMENT. � Ell T6Z— 8Z LZ 8Z Z Z f -- Z IZ — Z 6T gl GT — 8t 91 1�i �111 TT— — 8 9 � — FI!1111II I IIIII! I I I !�I I ' �� IIII I IIiIIIIIIIIII � I IIIIIIIIIIIIIII111111 LIIIIIIUlllll,ll 1 l�llll.11l��l►I� w� I THRUST BLOCK T S. RE''AINLr% GLAND I TRICT 6EPROVED BACKFLOW_DEVICE -- - - --� � 1/4- PLYWOOD GV£R ,TOOL FLG.x rl P.E. v -- -- -- '` - - FLANGE COUPLING ADAPTOR FACE OF BOLTS vw 1� aaca pR cAv -4" D.I. WATERLINE MNWRIP FLOA nk- '.-- 8"x4" MJ x SEB REC JCER . PLANNERS I 6" MJ x FLG GATE VALVE � ENGINEERS E ARCHITECTS t' I - � ti _.A.N..S_ C ECiS !� - --- •t, CONTRACTOR Ti; SEAL ALL 8"x6" MJ x FLG IEE--+ -� ----FIRE HTDRANi ASSY (! ! +I (PENIN(; IN VAJL 1 NTH NGN ( � Pw�� py��o F 1\!\`.'/1 SHRINK GROU' PRIOR TO 233 SW FRONT •t. BACKFILLING l4' MIN I F1Rf DEPARTMENT ..-----$" D.I. WATERLINk I- •t CON N EC TION I1f�T $` - OSHA APPROVED LADDER ---� l --*- t. CONCRETE BLOCKING TO BE POURED AGAINST UMUISR;RBED EARTH pt7RTLA�10, DR 7- �-+--- -- '- i,5 2. KEEP CONCRETE CLEAR OF ,JOINT AND ACCESSORIES 97204 6" GATE VALVE METER VAULT AS MFG. BY F4G x M.J FLAN DRAIN TO CURB OR 3. PIE REQUIRED THRUST SCARING AREAS F SPECIAL. CONNEC11ONS ARE UTILITY VAULT C.C,. TAPE 3030-l_� '�' 503�225�0822 6' SHOWN ENC,IRCLFD ON THE PLANS; e.9. 5 INDICATES 15 SQUARE WITH NO. .1030-{ COVER y _�-�- __ STORM DRAIN FEET BEARING AREA REQUIRED. 0R APPROVED EQUAL FAX: 503127318353 GROUND LINE / Mux FLG. TEE �_�'-_ � r � "� "� -•--------- 4. 'r NOT SHOWN ON PLANS REQUIRED BEARING A,4EA5 AT FITTINGS SHALL ----- t BE AS INDICATED BELOW, ADJUSTED IF NECESSARY, TO CONFORM TJ THE /� TFST PRESSURES) AND ALLOWABLE SOIL HEARING STRESS(ES) STATED -_ ,�--_- FITTING DETAIL #2 o IN THE SPECIAL SPECIFICATIONS. (_ _ � \ALVE BOX II 3" MIN II 5 dEARiNG n=FAS AND SPECIAL BLOG1(ING DEIAILS SHOWN ON PLANS TAKE \:J (3 -1 3 L 18" t8" COMPLETE, - - -- -�- PRECEDENCE DE BEARING AREAS AND BLOCKING DETAILS SHOWN ON BEHIND CURE CLEARANCE ON �- TO CHECK 3" - i 4,109 OR SIDE WALK I I OPENED OS&Y W - - i VALVE I - INLINE CHECK VALVE ^E� __ 1! AU.T ��N� �I BEARING AREA OF T-TRUST BLOCKS I IN SQUARE FEET � L �N Y �'1 S0 CONTRACTOR TO INSTALLA-�� SCREEN MIN ENT 6 5 2 M N. F WILL \ DRAIN RCCK POCKET TriRUST CONCRETE BALLAST 3 CU. YD. _ _- TEE , 2 _O• g" D.I. WATERLINE 4 CU. FT. MIN. BLOCK MIN. WHERE FLOODING OR _ � TEE, WYE, 10• BEND PLUGGED 45• 22-1/2" 11-1/4' HIG�ROUNDWATER EXIST _ -" STPAN ON �� - FI�IE` PLUG OR CAP PLUGGED ON RUN {5J --- � D-- CROSS BEND BEND BEND 6 " y I • C6" HOLDING A-I A-2 2 WATERLINE SPOOI- M.J. �-� A - 12" MIN INSTALL SUMP PUMP - - - SEE LIFTAIL CONTACT DISTRICT FOR BYPASS - I #903 ELEVATION PUMP SPECIFICATIONS 4 1.0 i.4 _ 1.9 1.4 1.0 - --- w � ' � W B" DOUBLL 'T VAULT WITH FDC w • �� 8 2.1 - 3.0 4.3 3.0 1.8 1.0 1-1/2 WATER METER ASSY.�,� n UTILITY VAUL1 OR •EQUAL 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 I RILCO DOOR 41 •1� - - - SIZE WITH F D.C. WITHOUT F.D.C. OR •EQUAL 10 5.9 8.4 11,8 8.4 4.8 2.4 1.2 P1 �" TAPPING SLEEVE ~ 6/b-WA 577-WA J-5AL 6" GATE VALVE 0 ( ` �\ 6 687--WA 676-WA J-5AL _ 12 � 8.5 12.0 17.0 12.0 6.6 3.4 1.7 O CONCREIE _ - I %N � -8 510E-LA 687-WA J -5 AL 14 11.5 16.3 23,0 -116.31 S. 4.6 2.3 +� ROCKWELL CJMPC'.1ND METER. 2"DIA. -6"x8" M.)xFLG TEE PIER BLOCK TO 5t06-LA 5106-LA JD-3AL 21.3 30.0 21.3 1 11.6 6.0 3.0 8" D.I. WATERLINE E L • DISTRICT ENGINEER APPROVED EQUAL 18 15.0 -- ___ 2G ADAPTOR COUPLING - ROCKWELL N0, 912 FIRE HYDRANT ASSY, 18 19.0 27.0 .18.0 ?7.0 14.6 7.5 3.8 8" MJ x FL(; ADAPTER • 20 23.3 33.3 47.0 33.3 18.1 9.4 4.7 3� GATE VJ\LVE WITH 2- 1/2" AWWA OPERATIt,6 6"x8" FLG IIEDUCER DOUBLE CHEGkDETECTOR ASSEMBLY AND VAULT -. NUT AND VALVE BOX FOR BURIED USE) 6" C.I. WATERLINE EIRE HYDRANT - - 24 34.0 4a.o 68.0 48.0 26.2 13.6 8.8 _ N.T.S. 4O 2-1/2"x2-1/2" TEE -� - --__ `-�--6" TAPPING SLEEVE � O N.T.S. �� W/ 6" FLG GATE VAL',IE 1. ABOVL BEARING AREAS BASED ON LEST PRESSURE OF 150 PSI AND AN ALLOWAiDLE SOIL BEARING STRESS OF 2000 U 2-1/2" I.D. PIPE: SPOOL PIECE � { FvUNDS PER SQUARE FOOT. TO CC`>PUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING r Wr� 4 STRESSES. USE THE FOLLOWING EQUATION: (6� ADAPTOR COUPLING - ROCKWELL NO. 411 j I BEARING AREA ( TEST PRESSURE / 150 ) x ( 2000 / SOIL BEARING STRESS ) x ( TABLE VALUE ) FrMNG DETAIL #1 WATER METER VAULT THRUST BLOCK 1 N.T.S. t 4 I 2'-5 1/4' -- ---"{ I - 1. BASIN SHALL BE CONTINUOUSLY WELDED. SIDES AND BOTTOM SHALL R BE BUTT WELDED OR MEMBERS MAY BE OVERSIZED AND FILLET WELDED. OVERFLOW E.IEV:232.00 z2 ALPHALT COAT OR GALVANIZE ALL SURFACED OF CATCH BASIN AND /- '- 6" OR B' OUTLET PIPE CLEAN OUT. I i II I II 3. BREAK SHARP CORNERS Af"TER NfLD NGS. 4. APPROVED DRAINAGE AREA (SQUARE FEET) l u I I I - Lt" OUTLE( PIPE (10 C;,Co a.►.) 48" DIA. MANHOLE 1/4' I - - 1 - E" OUTLET PIPF (21,500 S.F) ' 5. ANY SUBSTI1JT1ON REQUEST OF CATCH BASIN COVERS SHALL BE • 48" DIA. MANHOL7 I I ACCOMPANIED BY CALCULATIONS (STAMPED BY AN OREGON REGISTERED PROFESSIONAL NGINEER) FABRICA(ED f I I LYNcf+ STANDARD CAST IRON GRATE TEE FARRIrATFD^ (2" TRICK - RATED 12,000 LBS.) 'I� I -OVERFLOW ELEV:228.88 I ��-- CONNECT OVERFLOW U U U U J U U OR LYNCH EXTRA HEAVY DUTY CAST = TEE I IwN ATE (2-3/4' TRICK - RATED 6 1 2` / DEVICE TO MANHOLE PLAN 20.000 L-4S.) BOTH OR EQUAL / �- CONNECT OVERFLOW i + � NIH ML I AL STRAP 3 1 i2'--I F--2- -� HINGE - 12 GA STAINLESS STEEL '�� DEVICE TO MANHOLE AND STAINLESS STEEL DEPTH TO MATCH �_ 2 1/2 OPEN WITH 1/2- KNUCKLE, WITH METAL STRAP 8" PERFORATED PIPE 7777),� FITTINGS. GRATE DEPTH -�- -GRATE `FAME 10' -- 10' LONG NTH 1/4 PIN (FASTEN + AND STAINLESS STEEL ' ' M LINE WITH 6 • 1/4' STN. STL. BOLTS) 24" Di TENTION PIPE _T I �� ; 8" STORM LINE FITTINGS. 3" CENT- IE:228.1 IE:228.00 T1/4" CKNESS MIN. ` , IE:226.3 IE Y26.06 PLUG END UF' TEE I I OkiT T I/ �� PLUG END OF TEE 3/16" 11/4' STORM MANHOLE #2 1 STORM MANHOLE #1 C STRUCTURE DETAIL �f � -- --J F-10- - 1U GA. SHL �IAMt1 -! _ SEE DETAIL "B" 3/16- I METAL (TYP.) y„ CONTROL STRUCTURE DETAIL x 1/4' PLATE (TYP.)- 2-O• 6' --- I j SIDES AND BOTTOM {TYP.j 3/16 I '- I SECTION C-S• �'•t. \>11 CQ LEANO 2'-0 1/2' SO. "' OY Tati;:•,'.�(,,T�•.A'2�.. �...� 1y��r.� �n i+��. .s.•' 7..5.,^♦ '.�•.�t.�i..::'L �,�.✓`y�•.� 4 I GNC. HEADWALL J GROUT -� �- 4g" � C 5' STANDARD TRAM' CATCH BASIN REMOVE UPPER \ �- r- N1T)ROSEEp SWALE HALF OF PIPE + - 8"MN. ' N.T.S. INSIUL OF SURFACE LEVEL MAPIHOLE - A r l � A .4 3.1 J 1' FREEBOARD 0.26' • --CAST IN VARIES Sz PLACE N 36" DIA. BASE J, L I& �NSTALL EROSION CONTROL -- 3' •1 •. MAX. BLANKET ALONG ENTIRE 12 L 1 ELL ( I LENGTH OF SWALE PLAN VIEW . _ • I T �E)OTTOM WIDTHI HYDROS E MIX: L 8 MIN. 40% REDTOP BENTGRASS 30% RED FESCUE STANDARD MNc NHOLE �-- 64" MIN. 20'X TALL FESCUE FRAME .AND COVER 10% PERENIAL RYE FINISHED GRADE SEGTIQN A� -A1 SEED MUST BE PLACED PRIOR 4• - GRADE RINGS TO OCTOBER 15. 3 -- - 3 - --� REV. DAiE BY • , -�-- MIN 1 M U M 3" WATER OUALITY SWALE [DETAIL r- MAXIMUM 12" TOP OF WALL. - 229.00 I � - 26"MAX. +-- WALL �_- 2'-1'I M- GEOTI..xTILE I 4" THREADED CLEANOUT AWG--� 2"MAX 36" --MANHOLE JOINTS IE 483.8 NOTE: HEAVY %jU 1 Y TRAFFIC TYPE COVER- _ _ 1. ALL PRECAST SECT17NS ; au I +- 3' BEDDING ROCK tE � 2256e e" CSP MANHOLE SECTIONS ----------�-- I ---- VARIES - -- 48" - 5 SHALL CONI-ORM IG T};E - , VARIABLE REQUIREMENT OF A.S.f.M, Z /' ER -�--- -BREAK OUT 1" C--478 9 / SURFACE L ,-EVEL + --_.__------ - • CLEAR MIN.) m ., _ _ e' ( 2. ALL POURED 1N PLACE � - CONCRETE SHALL HAVE A 12" IN. REMOVE UPPER - 1 I.0' 3'•'\ B A - HALF OF SEWER B 28 DAY STRENGTH OF r �RI BL 12 3500 psi AND 2" TO 4" - z y PIPE INSIDE OF P -`-'- FOOTING/5LA9 - -y. ----TO STORM GRAIN MH " MANHOLE. 3 ORIENT MANHOLE 50 STEPS �.1 GEOTExnLE FILTER FABRIC PROJECT NO. �__ --_) 30"D AX ARE AWAY FROM ANY CURB. 3" MIN. \ --THE MANHOLE 4. RIM ELEVATION ON PLAN IS CLASS D US RAP J.R. SMITH 7070- MAY BE POURED FINISH GRADE AT CENTER 2.0' g" MONOLITHIC TOMANHOLE. 5/8"-0 ROUND ROCK COM^ACTED 5UBGRADE _ DALE 5/6 94 ��L.._,L.._- BACKWATER VALVE. q„pwoo^oo�,�o " OF ANH DRAWN J. STATER_ CAULK F-ITTNG WATERTIGHT I j - g"MIH, 8 ABOVE THE 5. FOR MANHOLES NOTED AS TO CAULKING HUB. _� BARREL. OF THE "FLAT TOP" USE FLAT IOP FILTER FABRIC ---- -_� 12" COMPACTED �- 64"MIN. MAIN SEWER (MIRAFI 140 NS OR EQUAL.) - l_ f . ASA SEG Al SLAB INSTEAD OF ECCENTRIC 4" NIPS. DESIGNED 9 WILLIAMS (:RUSHED CHECKED 1 0. WELBORN I �4" SQUARE --� AGGREGATE 1 CONE. 10 GAUGE STEEL. ALL WELDED CONSTRUCTION-/ 8" PERFORATED FVC PIPE-'� �+-- ASPHALTUM COATED INSIDE AND OUT. CONNECT TO SD MH#2 I ` 5 !- BOTTOM WIDTH SHEET TITLE -- R STANDARD MANHOLE [ 1�'T10N FACILTIY DETAIL HEADWALL DETAIL UnuTY DETAILS OTING�SLAB GRAIN RECEPTOR _ SHEET NUMBER --- - N.T.S. 1 N.T.!'. C 4 PACIFIC HWY.,11745 SIT 94-L019 7 OF 13 1-77F17711 1F( T -' T 11111CIIIIIiIIII I 111111111 - - PIPT mTITPTj T � I_If 1^11ii IfN 1111�1JII 3QIF THIS DOCUMNT IS LESS 1995 ,FGIBLFTHAN Tliib NOTATION, 1 1� AUGUST NO. oIT IS DUE TO THE QUALITY OF -Al THF ORIGINAL DOCUMENT, IIIIIII3 I8LIIilLi IIIII - Q TIId� I � r A I��NOTES: / I ABRIC 1. INSTALLATION SHALL FOLLOW THE MANUFACTURERS RECOMMENDATIONS. TO BE USED WHERE THE EXIST. 2. POSTS SHALL BE INSTALLED SO THAT A MIN. OF 3' - 0" EXTENDS GROUND SLOPES TOWARD THE BALED y•' r CAI STRAW ---� ABOVE THE: GROUND WITH A MIN. OF ROADWAY AS CALLED FOR IN i �M INWRIP OSE 2' - D" EMBEDMENT. THE PLANS. 3 `=) SC � I PLANNERS -0" MIN. FABRIC EXPOSURE I ENGINEERS DRIVE STAKEq FLUSH TO LANDSCAPE ARCHITECTS TOP OF BALES. ■ r 233 SW FRONT •2')'MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL —� PORTLAND, JR 97204 rooeT ■ TRENCH /' \, �� 6" MIN. BURY FOR FABRIC / 12 503122510822 12' ON CENTER FAX: 50327,:;8353 BACKFILL �\ I _�•— �, h" MIN ' PROFILE VIEW ■ ■ rQ,FD PRofr aS V-0" MIN. v �� FILTER o�coN �a ado MNIMUM.AATTACH TCRIC RISTAKES.�DE ROLLS PLAN VIEW � a o o 0 v p0 ��. FWll v (� v a o 0 odav Q - 12 31 `�4 o gC�ny,�aV p p 0 \ REINFORCING NETTING, - �' � ^� IF RECOMENGED BY MFG. //— CENTER OF SWALE OR DITCH 2' 0" MIN. 1� v o q Q0 oa v v\ /�� FABRIC - 2'Y2'x3' PEGS EA. BALE 1y v G q u p EXPOSURE ' I . C 0 p q R-25 M N �� Q o a n 0 4 a Q p\v 0 v •v� � p q � p�Jav CLEAN PIT RUN OR 2"-MINUS GRAVEL (� \ a v 5l'BGRADE REINFORCEMENT / • o� v�„a o! GEOTEXTILE, AS REQUESTED o U v �Oo�� NURBY BBY I," TRENa 71 CH OF TER MATERIAL �- s / 8" \ `ns '��, << --2"X2" WOOD POSTS. ALTERNATE: STEEL FENCE POSTS PROFILE VIEW 46 �� ss IT�. MIN. EMBEDMENT BALES TO OVERLAP AT BASE (f� O BUrKY IN NAli','E GROUNO - Z SECT!,-)N F,—A W C.7 GRAVEL CONSTRUCTION ENTRANCE SEDIMENT FENCE DETAIL STRAW BALE SEDIMENT BARRIER � w T.S. N.T.S. N.T.S. O y I I I z I v F I ' r-- EDGE OF DISTURBED AREA 4 I SPACING AS CALLED FOR ON Li THE PLANS. DROP INLET 4 _- - -_- WITH GRATE TOP OF BANK w OR STRAW /- STAKES TOP OF BANK c� BALED HAY 2X2 X3) rrrr ��rr V) TO BUTT Li CL ..11 FLOW TOGETHER. err a�"``�� PERSPECTIIiE VIEW .x , �1--� -•� N J --- iv FLOW / STAKE SPACING 8' MAXIMUM (SEE SEDIMENT FI_NCF DETAIL) J LOCATE SO THAT OVERFLOW WILL N ( �� rf ( J LOCATE LOWEST STAKE NO) IMPACT TRAVEL LANES. IN FLOWLINE --- l - �� J r� �( r TOP OF BANK REV. DATE BY F ILTER FABRIC `� I STAKES � /-- TOE OF SLOPE �- / \' EDGE OF DISTURBED AREA, / - FILTERED WATER f` �- �� _ 2' MAXIMUM SPACING -- -�--- u: FILTER FABRIC DITCH FLOWLINE STAPLED TO -� '- `- STAKE --.-1----- P L A N Vi t wV �.� _ — — — — — — -- ----�— I— �� TOP OF BANK DRIVE STAKES FLUSH TO TOP OF PALES. — RUNOFF WATER TMTF SEDIMENT PLAN VIEW PROJECT NO. �-----_ \ ---✓Opd4c� JOczll �2 % 0 0� vn0 _Q - — — _- - _ ��"'J II •° DATE- I 516194 U DRAWN , J. SLATER TOP OF BANK -� DESIGNED B. WILLAMS ' EMBED BALES 4' MIN. — --3BURIED FILTER _.� SEDIMENT FENCE BURIED PROFILE. VIEW FABRIC (MIN.4"DEPTH) SECTION ION A— A (SEE SEDIMENT FENCE DETAIL) CHE:CKED1 0, WEL90RN SHEET TITLE -- --- STOCKPILE STRAW BALE SEDMENT SARRVER FILTER FABRIC INLET BARRIER D17CH CUT—QFF SEDIMEW FENCE DETAIL DETAILS N.T S. N.T.S. N.T.S. SHEEN' NUMBER---- PACIFIC HWY.,11745 SIT 94.0019 C5 8 OF 13 IF THIS Dec ' r.Ess __--_----�T -� �� Tl r1� 11 �� ] rr��rI r DOCUMENT I'; __.._i� I 4Im �� 6 �_1 � I 111 1L� AUGUST 30 1996 (" I LEGIBLE THAN THif; NOTATION, — IT IS DUE TO THE QUALITY OF No.Oe THE ORIGINAL DOCUMENT' IItEll III IIIIIIII�IIIIIlI"3111111111ll,lllllllll�lllllllll�illl Illl�llll IIII�IIII Iill�llll Ilil�llll�lllllllll 1111 g Illllllll111li1!s Illlllll t t V s e e I�ll1�111�1ll1Wsl�lllllllll�lllllllll�llllllllilNlll ,�� 1 V JON R.JURGENS`.r C�IU, FFAFFLE 5TF.-EE -ti- jw PORTLID,GR f, EGON OF 0��v 1 1 I I I ,....r, x Y 1 J TL 401 V 1 1 I I 1" GAS LIN, LOLAIION 1 1 I TAKEN FROM GAS "AS BUILT" I PLAN SUPPLIED BY 1 ( NORTHWEST NATURAL GAS II I c::6 1 1 I j I II O TL 600 TL 500 �� = r I 1 j I EXISTING LANDSCAPE TO REMAIN. 1 I _ EXISTING 1 , BUILDI�JGS - — — — — — — -- L 1 ` BUILDINr I f�fr �-f . 7 M� 1 NORTrIU1E5T PERIMETER 5'-P." ►-IIGk WIRE FENCE �) 'B^Ifs)NG;POINT 1 FOOTIN TO MATC�I PACIFIC I� -� PARKING LOT POLE LIGHTING— ; / DRAIN l4"m I CROSSROADS FENCE DESIGN 0 Fc ®< �� SEE ELECTRICAL g N 89'29'51" W 16.24' I ° L 5 V U NORTHEAST �� r 10 11 S A- F.P. e G" BUILDING 18'-m' ' -z--------- --------- a.D->--- WORK POINT d _0" 9 �� RD ,ROOF DRAIN) - - N.E. PARKING ' 1 C f - 9 - INDIGATEE INSIDE 4 OUT51DE TURNING RADIUS ` IN.FLR, P.P.-' _OT — / REOUiREMENT PER FIRE MAR5NAL d 6S I EXISTING CONCRETE O, ) 9 RETAINING WALL , W"Es � I 0 �p /I r 8S ' BUILDINGS 3cl 32,350 S.F. --1 1 coNc. r 2 -g" -6" 21'-0" _ -6" 8T c WALL - ��gAASN. T� FIN. FOR. +13 3 _ } T�IIZ'XiNIN 9S 0i I: 1 C P.P. C — _ 5 EQ, SPACES GUARD ., RI8 RAIL 3 P.P RI MIN 8'-6" EA. 319�j L ADINC' A PHALT PARKING LO -ALsroN UI F. r- ��— MIN. 5C 42.03' 1 1 SIDEWALK 1 a FIN.FLR. 15IKE RACKS HANDICAP 2IN.FLR. p 2L�o' I (T7 .) X233' i 4'-fc> MI RETAINING `,�� 1- _m - -4. t _s ,..i _ _ Pp EXISTINi 25' 5 o AA4i _ , RETAIL ST,a�ES - s BUIL-DING Y' 21 "-Z B 17S 44 A- 0 FIN. FLR +228 A z 0 2S b a b 153'-©" iA. 1 S.W. PARKING 0 8'-0" - 8'-0 g'-0" cb 100 (-ASPHALT LIN LOT _' 31'-?�" 2 i'-0' - W1 PAVING R2 P.P. a P.P. 5'-0` - \, TED Sl"I TRAININCz ENTER -�'4S:NPNG ® R P.P. 4S R26 TE) 1 - PARKINC REA 3C 1C E'c I BUILDING ( P DRANT OVERHANG P�Q�h�' O WITH FI DEPT . p,p .0' �•.a� . 1� \ �' / z y W PP BLDG CTION TO 0.4x � f.....r+ A10 13_, 6" c�r1 DNI Ao 51TE AREA 101•Ig'l S.F. (2.47 ACRES) O s \ /'L F w o 7S �'��' S / Z�� /" BU ILPING GRO5S SF. = 32.380 5F. O 1 ` / � •• + " W E.C. � - • � \ / _ SITE PARKING 11(o STALLS 1 ` �/ 5TANCAIII 89 I C-ci"1 TR.4ININC CENTER 1c �� UJA7 R W W v , . / COMPACT-- 22 Nla%) (� 1 /\� QUA IT" SP1 on c) /� -ANDICAP-- 5 (INC.LUDES I VAN AGGE551me) I I v FIN. FLR +242' -6" 6 BIO- ILTER o ' L LAUN o' TYPICAL PARKING STAL!, DIMENS:21 1 A ? E. ACCESS AGREE SVT STANDARD 1 y AREA PER OD.C- j I ;OMPACT 8'-6' Y, 15'-m' y 45 STATE REriEW / ,� ZNDICAP = �'-rD' x t8'-0' 5EE ATTACHMENT A v v P ATED 5-3-94 ' / LANDSCAPE LOT COVERAGE RETAINING WALL G JCC G v R6 6 ' - -= FOOTING DRAIN i6's ��0�e� '" / '�CURB ING� W00 / GSA p� 1'� ry c '`'0, c� - \ i +� SI HOI�rr LIFE Pl' o SIGN / k / / GUR TYPES: \�(yi=� / _� F'CURED-IN-PLACE GUF2B A_11 �� G E.C. - EXTRUDED CURB h c� // PSE 6 '1. ,V�\ RAD 11: / / R2 - !'-6' RADIUS TE OIvE BOOTH = 0 44^ G R3 = 2 -0" RADIUS GPS I 1 , 6 R4 = 2 -6' RADIUS ro��OC► ,i5� CHORD: $ R5 3'-0' RADIUS N 59'25 4 E R6 - 3 -6' RADIUS 101.81 R15 15'-0' RADIUS R16 16'-0" RADIUS RI8 = 1d-6' RADIUS 6�"�O R26 26 -0' RADIUS Revleione: 1 EXISTING TRI-MET / BUS STOP LOCATION 1 SITE PLAN TIGARD OREGON -- / WESTWOOD CORP('�M'HON IN Project Number: o �\ + / 88 bee: CID 14A201-N Fl;a Number: G GRAPHIC SCALE , Date: S-I&--34 v / 0 30 60 12 a ra PACIFIC HWY.,11745 ( IN FEET 1 m SIT 94.0019 I It7^fl = `�0 Et. 9OF19 0 a v IF 'PHIS DOCUMFNT IS ;.ESS 71T 11 T 1 T T 1 lr TIT I1 8 P II111 1 ITI�II TIT 11.I I K..�. «..... wrrr..l a�9eJ .rW.o.»..+..°... -- LEGIBLE THAN THIS NOTATION, 1 --� 4 - 1 6_- I AUGUST ' 3077 47 1T IS DUE TO THE (UALII - OF -'- THE ORIGINAL DOCUMENT. E �nl �$ LZ 9 L Z B Z Iv Z I B1l Ll 91 4T tl S�T �Z[ 111II-11-11-11-11IIIIIiIIIIIIIII IIIIIIIII IIII�IIII IIIIIIJII IIIIIIIII IIIIIIIII II IIIIII IIIIIIII11111111111111111ullllllllllllllllllul�llli Illlllll Illi Il IIIIlllIl;illlWl� I� �I, I I�i111T►11>lll 111111111111IIIN111 • c `-y- . FR'I ENAr1E, 5TEEL REFLO --- \ T 2' VERTICAL B.aRS m0aCINCMU / 3E ED TEXT OR E: \ 1'1" f ?.�JOV'-R 1RGE(Nj SIt � F PPE . ,�, PONTL ND,OR GON �} FIN!3Ea GRADE vR "f`, .� v 1 f` r 4" POURED- �` c INTEIRNATIOF.AL - IN-, �AC� PAINTED ACCESS OF 51DEWALK.i 1J� �CZV Access181LIT,-.- I (, — 0 •,]rHinrj with L.M r'�rfi,9 ani' L M.v _ *4 SON'r X15 (�1, disabled permit or: , disabled pe mit only 6' isolators subject N ]ators subject to towing under towing under -,RS 811.62 and 1811.62 and •�d up to $250 t,:Pd uu to $250 - e / 1?AILING ELEVATION r X91 lit - --- ��+ f _ .:STM 436 5TEEL PLATE `J ORS 811 F15 \ under RS 8 .61 - i rJ 77T-4 kr-`% �� \ ' MIN.WIGS -. J:L�ii 5TD. 5TEEL PIPE - } 0I 6 JANI ,� L MIN. 'NG 3a"lip I-TOLES FOR 1/2''(PFD E +•LEAD r l ^-5830 LIEXNLIT SLEEVE ANC�-+OR OR APPRCVED EQUAL. eO e II Q�aN BASE PLATE__p.�TAI� LOADING _� ° 7'-D" W:IN FOR VAN-ACCESSB_E SIGN FOR - FC ° �- �— —1 W.C.PARKING SPACES �---- -- - ,11 ".TO BLS DG.°� ¢ a 3. GUARD RTI, DEA ATL FAcE 4. HANDICAP SIGN DETAIL 5. CURB DETAIL • - - A(-ALE: !'• I'•fd' FILE • G10005 SCALE. I'• 1' m' SCALE' i'■ 1'-10' _ - 1 . BIKE RACK DETAIL �, I EX�Ru,..ED LONG. GURF 5ET IN CCNINUOUS BEG f _ Or- EPOx`r" CEi"?E'N,• o 1 , °01 �Q `r- •, • -----ter " I �. MIN • .• .G. PAVING ol=r€ Tari =__..._ m -� VAN ACCES31BLE — PARKINGCC) = _ • f A-2 go A Z SCALE: 1', I'-& 10. EXTRUDED CURB DETAIL 4' W. PAINTED - STRIPES �i SCALE: I'■ 1'-0' F!LE D10008 TRASH G-� 3m' TYP, �- -- — — 0 - -- — ENCL. 'ON 0 iL' 4 GONC. 5IDElio�ALK - FACE OFF6ti ON 6" GRAVEL CHAIN LINK FENCE BUILDING N // WITH VERTICAL SLATS "1 CONT. T415 (BEYONC) 3 ! ro SIM. 'K _ A.G. PAVING 10 e4 F1 M'N STEEL ° AIR I 4,4 STRINGERB. PRE-1.1ANFV. STEEL TREADS C. BOLT TO WALL I SLAB w/ 9■ H.C. PARKING DOTAIL 2 - 1i2'0 EXPANSION ANCHORS / SCALE: 6 f { FOOTING 6. TRASH ENCLOSURE DETAIL 8. STAIR ELEV, 11 . SIDEWALK DETAIL i r SCALE: I/4'■ I'-m' O gr-ALE• 1'■ 1'-0' SCALE: I'. I'-0' i GCMG. F LL _ -W 4-- I "-' (FAINTED WHI1TE) h O III - - � �` 7 7 c�' tufts rT- Yi,E " ��6• FURMCITUR SEE SITE PLAN 1 I Cc Ir(0) — 1=0R LOCATIONS , 1 o il I 16. STAIR DETAIL ° — iI ° �� • O 1 SCALE, I'r 1'-0' 4. ° i -- I 4..d 1 - a. Revision@: / 1. 8. BOLLARD DETAIL --- --- --- - 4' CONC. RAMP �� ✓�'i�C.l. �'�F l ��!� ( -- CHAIN LINK FENCE / ON 6" GRAVEL I 1 WITH VERTICAL °l.A'S ALE: I'■ I'-m' -- ---- 1 t !i,qr>/n/t f'o!/r � F'�• �% 6iZc'Y '��5zCA u Y- --- - 18'•0' CLEAR - -- -- 6, "4 CONT. T 4B --_— I 1 � - A.C. PAVING FIN15H GRADE -- h VA i SITE PLAN FOR DIMENSION 1 �< R E5--SEE 1 f ti r. �ROOME^ FINISH ;OHC. 5!DEIaiALK 'ZC � 5 9 j�� Project Number: } I - 1 r .. ir'.'I °`�f { .' 7') h'Y it -- • A. 1. --- ��_�o � �� 88141-14 Lin jik � a a 1n'" File t 4403-L tom, I!l b° Y Number: �'�- 9d1�✓ T — -� l „ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 — Ip ��' �f✓i5d f ��`�`t•�d/1G �5',' DBL. GATES 1 1�11I ,�-,r-1�- y� - � x�r�7'� + 1111=W.LI- � Date: ?3-18-94 I t / W/ BARREL LATCH �If1=1111—I I— =1_x! 11111 IT=(1111=I �ITfT=11111-1111=11111=MTI=1ii11_1111=TfTi=(1111=1Tfi1= 1 'Veam-s %gin � ��' d.�.Es 4" BA5E GRAVEL OR CRUSHED 5TON=_ Am2 12, h,; f Y�v�� i�yv � 17. YRASH ENCL. DETAIL _ M 19. SIDEWALK DETAIL 21 . SIDEWALir DETAIL ., PACIFIC h-WY„ 1170 �•rG� � .r_ SCALE: V L I'-m' SCALE: I'. !'-rD' SCALE: I'. 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GA �-7 . \ f.a 6 1•--1 �• Cl 190 AOAL("10W xr 91r o fLECTRICAL Serra PUN Q JRrYC t•_ar�-o-o•-- — a C3 , P REMI NOT FOR CONSTRU-CT-I.ON PACIFICHWY., 117,5 a_ 317 J10 it OFF 13 - --- ----- - domms ' 1 r .. , n ♦�4wt4 Wy:!.•• .. wt !. ..ns4ee,..Sr.«..,......_..,....... __.....,. .. ..... .•._.....,....wrl, ,.a..n.....m__..«�w,....a.�...r....r1Y�.�..�IrA.+r1-....r. .._+ '^�,.HAM"+.W.:T✓,,....,y.s.,�::aprMlgwn..�r.•.awlRrn� w,..r+_.«..... •...... _. -... :. '�. - ' ...... ..�....•' _ 1 �.,Irr;�^+'°�`.. ; �TJ7� 7rqm7l[_IS ILS5II _ ,1 y 9 5 IF' THIS DOCUMENT LEGIBLE THAN THIS NUTATION. ' r _v — i T AUGUST 30� 1. r IT IS DUE TO THF QUALITY OF T lM • I E �pr � I L�-�iIL 6� Z It 1� 0� l B��I L�B�L 4T 6il Sli 1 8[ TT T �13 L I r� �/ I �i » I L III! _u��luu ui.liui iuiluii�uiliui uuluu�ui�l��1�� lu�il�u..ui.l��iuiliiuliiu iuiliui iiuluuluul i ui�Giu i.�l�uiJwuil.0 �ul�� ,IIIII�IIII 111u��ujju► I�� viii iiii��ii 30X THE ORIGINAL DOCUMENT. ' i t ! `... .'-..—.,.,,OI,,,ter„a,anv„n,,.s�w�'ax'w•�w[RaYIIIQ+..w,M�Mruser„:ems•• PLANT LIST -- S I Common Name Sidze/Coe . ReY.rXs ymb>a •(1' 74 1 Botanical Name URSAA • r DF Douglas Fir �- -�. FFAFFLE 5`� �E E "f� ropeantWhit menziesii I EWB European White nl:-h 2" cal. ,BiB ��;EG,�-� Betulus pendula v JM Japanese Maple 10'-12' ,B&B specimen I Acer palmatum 'Atrop�rDIITC:,j�' RSM Red Sunset Maple 219 ca1. ,i1iB < r Acer rubrum 'Red Sunset' --- SH Skyline Honeylocust 2" cal . ,BiB Gleditsia triacanthos 'Skyline' WRC Western Red Cedar 61-71 ,B&B Thuja plicata qhrliha BH Burford Holly 24"-31)" W llex cornuta 'Burfordii' 1 DAR Dora Amateis Rhododendron 21"-24" I - Rhododendron 'Dora Amateis' �) DFV Doublefile Viburnum 24"-30" 1 Viburnum plicatum 'Mariesii' M� x CV David viburnum 3 gal . T , Viburn.t,m davidii v 1 I , DWE Dwarf Wir.ge4 Euonymus 24"-30" Euonymu:. alota 'Compacta' 1 I HA Hino crimson A::alea 3 gal. z Rhododendron 'Hino Crimson' < [A 1 I LF Laland F_rethoin 5 gal. stk. - Pyracantha co�:cinea 'lalandei' r 1 x jG Oregon Grape 3 gal . Mahonia aquifolium I OLL Otte Luyken Laurel I8"-24" Prunus laurocerasus 'Otto Luyken' I PSR Purple Splendou:- Rhododendron 24"-30" Rhododendron 'Purple Splendour' 1 SOV Spring Bouquet Viburnum 5 gal . I Viburnum tinus 'Spring Bouquet' 1 SKE Silver King Euonymus 3 gal. Euonymus japonica 'Silver King' Groundcov+-U 1 _ 1 1 � �? •','1 Sod Lawn � = pot t 18"a.C. 1 4� N' - •-- --• —• ` Baltic Ivy helix Hedera helix 'Baltica' "4 �,. I O A C� � � 0 � J^ C \� Flowers 4" pot. 8ro.c. - 1 0` v-_ EXISTIN 'S I ELECTRIC METERS 09 o Do Trees To Remain Existing 1-0-1 .�. r Y ` 10 vt r, �� 1. O /� f� \ ' � NUTE3Existing trees to remain will be protected by fencing placed - Y Y at drip line prior to any site construction. ---�r. 0 2, provide jute eros 0 ion contrcl netting on all slopes 2.5:1 and } - ey 4 C greater. Refer to site grading plan. 9'29 W to owa�,ro CONCRETE RETAINING WALL o I 0.4' X 5' TALL i WITH CHAIN LINK FENCE ON TOP Ln FROFC5EU 5UIL>7ING - w� 32,380 5.F. CP � to �✓c.3'a� / 161 013�W Pao i LOAD INCs A PHALT PARKING LO p ` \� ELECTRIC METERS V G�WpGs,119OP. ® PP 6, Z44 •/ / NOTE: WA1ER LINE LOCATION SHOWN FRJ"A "AS BUILT" PLAN / FROM TUALATIN VALLEY WATER. DISTRICT (PHONE 642-1511). RETAINING WALL _= EXISTING / " LOCATION SHOWN IS APPROXIMATE. �F tw4�� ^4ncQ�rl. OI 16i�, -. RETAIL STORES / Yt � t BUILDING a "SOV✓�o� � �' � E"" 7 --� _ � , • ., � jai � EN'E�R 0 � ,BUILDING 1 p - �.3 R��- ,�• OVFRHANG �Q�P ) O Po o P C, \ / I. Vl/k�-�/�►'ID G6G. _41 .°• �! q�-�t a sl�0�. 0 0 + wv 0. O Gt"I TR,4INING CENTERO C � J II • � ` �/ � ev�oy, E� o a- 'ate 0 '• /.� ° / o I Wl / 10 SI / 1 SO�\� Iq = 1191 Pit,i 6 4, ./ C< CHORD: /GRAN N 5925'4$" E yl- Revisions:101.61 `N Revieione: PQt, — F 6 Landscape Plan TIGARD OREGON AL - WESTWOOD COMRA.TION _ - -- — Q GRAPHIC' �CAN \ � � / I 88141-14 LJ 1 144201-N File Number: Date: C . �\ ( IN FEET ) inrtl 30 ft. CHRISTOPHER FRESHLEY L A N P S C A P E A R C H T T E L T r PACIFIC HWY.,11745 tOLn S W TAYL'.14 SUITE 111•PORTLAND.OREGON 01701 103l212 96e1 SIT 94.0019 12 OF 13 -- — CJ a— Sk I F THIS DOCUMENT I S i,L55 I I TI_T77 fTT C�1 1 T T�T� 1 TIT P 11T'1 IjT 11T 1Tf11 I 111l 111 11 111 1995 ' NOTATION, 1 1 1 I ' 4 ' I 6 �?I I T �1T11i711 11. 2I AUGUST 30 IT THAN THIS QUALITY � �_�_._ 1'1' IS DUs TO THE QUA1,1'I'Y OF ' HE ORIGINAL, DOCUMENT. I � ILII II!IIIIiI IIIIIIIII (IIIIIIIII IIIIIIII IIIIIIIII IIIIIII'!IIIIINl1 IIIIIIIII IIIIII!Il IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 11lll I UII�III Illl�lUl Illlllll I IDT T t T e ?►I, TL1 I, e 9 il�)ul iul�ul illiVllll iliilNlll 1 ti ' ^ End Strip 4,x15' .61 Rainbird 1800SAM-15-EST •�• f= EET FAR LE TfR Side Strip 41x30-' 1.21 Rainbird 1800SAM-15-SST CHRa10 r.>f11�3 1b 1/4 101R. .39 Rainbird 180OSAM-1OQ-LA t OREGON ,�KJ A S Vdr. Arc 101R. varies Rainbird 1800SAM-lOVtN-IA -- -- - -•h+�I�ev�c vy/ttxlc qpE, �gC1 ��' 11 1/2 10'R. .79 Rainbird 18o0SAM-'.OH-LA I / � r*t;ZulF�o - Pew 4 - 1/4 151R. .93 Rainbird 1800SAM-15Q rel 4V 0 KL_� rtc-� �K� � 1 Var. Arc 15'0. varies Rainbird 18u05AM-15VAN ► ' ! --- -tr'�Ic�tivJ r' r r1� iii � T.I -I - li Pe =iPit'cO W/ I- '# '• -- L7 k VI.110�� v-y �i+ti` � t�G �� ,' ' �p�o o �. FIPM'--- -- �' 1/2 15/R. 1 .B�i Rainbird 1800SAM-15H I F.---" � Part Cir. 22 R. .65 Rainbird T4PCT22-.65 - _,__ pnrIII► - ,'t - K44-P4 � - ��;,�� jp� J{�, u� Part Cir. 2210. 1.30 Fiinhird T4PCT22-1.30 r FbP x `1 T All1 ��/T� G QrO �G � ta�0 i (� 41�OP�r J�1 y >' W f V& Part Cir. 27.10. 2.50 Rainbird T4PCT22-2.5U LA Part Cir. 3100. 1 .30 Rainbird T4PCT30-1In j-'yy�clEp J � 4�1N. „ %t�tC�l�'R/G+'t ✓ � �lOo PVG PI S 4&t4 Wl� Part Cir. 31 R. 2 .50 Rainbird T4PCT30-2.50 K\\ Mr`k'iXZ11 - L. F--�-" Part Cir. 3l 'R. 5.00 Rainbird T4PC'P30-5.00 b F'IPii W iON1 M fl T'r� r� �LZO1J NOTES. � - �f171tib, } '7( �R+�- �{l- 1. Design Pressure - spray heads-30 psi, gear drive heads= 35 psi . 2. Lawn Heads - 4 inch pop-up, Shrub Heads - 6 inch pop up, 13ACKFLOW PREVENTION DEVICE POP-UP SPRINKLER GEAR DRIVEN SPRINKLER SLEEVE DETAIL QUICK COUPLING VALVE Groundcover Heads - 1.2 inch pop up. 3. Use PRS (Pressure Regulating Heads) on zone ! 6. �-) scale no scale no scale no scale h0 scale cENFxAl. Lkc�:ND �-' Class 200 pipe for laterial lines, bury min. 12 inches. l Class 200 pipe for supply lines, bury min. 10 inches. _ ____��____�-__- Schedule 40 pipe for sleeves under parking and driveways, �dll a �__�x- x.-.___.-.._x-_�_ "_ G� I � -��.f-�� I Class 20U for all other sleeves. Size 2 times diameter of �+ 1 r�7 pipe. Q9Rt _g1 wi '.e to be i �Q�b'� SCh. 40_g1fgYg, 7 � EXISTING I ELECTRIC METERS Rainbird model RCM-8B Irrigation Controller 1 / BUILDINGS jO Febco Model 805 Y 1.511 Dounle Check Backflow Prevonter 1 CaJT�t- r,<�� Ball Valve - 1.5" size � r • Rainbird Model 3RC Quick Coupler d u Rainbird Model PEB Remote Control Valve • ' Rainbird Model PEE 1.511 Remote Control Valve (Master) w O oglAtIVIA, Mp 2A 4 Remote Control Valve Number 2iI ) N.E. FQRKING - I t t LOT CONTROL VALVE KEY �� l r CONTROL VALVE NO. 1 2 ! 4 5 6 7 8 T Z / GALLON PER MINUTE 40 41 35 38 34 35 3 --30 M DEMOTE CONTR(X VALVE / ` I v U� �1� � CONCRETE RETAINING WALL CONTROL VALVE SIZE 1.511-•--------------------------' ��^Cf�-" l•CY�7f 5 >, c 0.4' X 5' TALL L=LANN,S-SHRUB/GRD. S S S S S S S L I10 SCa{@ 2i;,t 1 �- 3- � ' WE CE ONITH NTOP K NOTffi: 1. 9'his plan is schematic, placte all piping, valves, equip- o PROP03ED BUILDINGS I1 / rent, etc; shown in paved areas in planting beds where- _ 1 -- - ever possible. - ^F9,-J �, ,�,� 37,38 CJ 2. Place sleeving where required prior to asphalt/concrete work. Co-ordinate with other trades. 3. Verify the correlation between grourd measurCWents and drawings prior to any work. Notify the land. arch. of i � • ' II any discrepancies immediately. 4. Make field adjustments as required. Tire contractor shall (`} 1 �� lid 1 LOADING � I � not willfully install the irrigation system as per plan when it .is obvious in the field that conditions vary from ASPHALT PARKING LO ELECTRIC METERS the drawings. 1 5. Verify location of point of connection and water pressure at 111 t _ 42.03' .'.. .' I point of connection, submit test results prior to any work. '1 6. Verify location of automatic controller with owner's rep- --- resentative. 7. DQ-r�szt�a�.hJa�_ D��__ ougll z .�.Qne of exetl�9 _ r�� / hI' I 'TING e. Provid�e�one- extaicontrolewiros Contrrller continuously as RETAINING WALL, •• EX S WLAWE GR I` TV19 : ` (; al¢ ''� ' twee ANO"�f / RETAIL STORE - '' j 6UILDING from valve to valve throughout syste.. s9:nil.iar to common for use if wire falls. Color to be differr_.nt than other wires / WPv� and shall be marked as extra wire at controller.4. _r O MfMWN�l� P11tIhYs� E `t 34 MANUAL DRAIN VALVE i1 '; s^Tf'GRKING tto scale G'" I�;AINING ENTER -1 P / PARKING REA S ,� r 0 ERHANG � \� • • • / t � v / 11 l0000 GM TR,41N ING•s CENTER •• �, ' '•••• -• �5�NS��UN� �: �- �/ • �/' ll `�Q ��F P s .. .►Y'• • •-••' -••• 2 /" �✓>?�{' �amk6 cc'��-�Tl, v��;��r'�✓3 �1�- cr,�• S0�'\l,�P� /� 21! -•��' �' _ � "'0''46 VP�IJ Gt71� '��n 1 1.81 ./ t HORD: OQPP� N 59C1581�" E ro Q�OI ,p5 __ - Revisions: - Irrigation Plan TIGARD OREGON -- I = 30, WES'[WOOD CORPORATION N ) - ----- ISPAPHIC SCALE \ 3� 0 ;1 \ � Project Number: Coe 1� \ / 88141-14 14A2m1-N n. File Number: \\ Date: � .O _✓�.. ( h FEET 1 1 inch = 30 Ft CHMSTOPHER FRESHLEY PACIFIC HWY.,1n45 L A NIPS C A P E A R C H I T E C T L2 SIT 94.0019 13 OF 13 1010 5 W TAYWR SUIT[ISS•POR +ND.OREGON 47105•50W22 9001 T „ �ITi�-r-TT I r 1T I I > >TT-� I r j�jT I r l l� i, t i ;)9 5 T F THIS DOCUMENT I S LESS I 11 I I 4 6 ( I I �j 8 I I I I 1 A AUGUST 30 i LEGIBLE THAN THIS NOTATION, _-in -_--I _ -------- -- -� IT IS DUE TO THE QUAL.IT`! OF _ rHE. ORIGINAL DOCUMENT. £ Z 8Z LL Z Z L S LL I�L e�I I BT I Li T 9T 6I �1111J,T T[ T 8 19 L 9 �9� �£ I L Irunl IIIIJIII�III�llll�lllllllll�lll lll�llll Imk, IIII�IIII llll�llll Illlltlllllil11lilllllli�lllllllllllllllllllll !I!.IIIIIIIII�IIII Ilil� lllliWlllllUll111lllll' llll ' 111W!.11illl11111ll1111111'!I Ilfllfll►IIII!ull I.