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6700 SW SANDBURG STREET-2 IP . , 4 l /I . .4" ;A 1 I it • Y ). -1 7 off•0101•101.111.11Magnya..... Immiroroomonmeromon...... mom.ro.....mr.....n................. u..................... ........... ...........................................................m.......... m................-.....................00m.o•om s..............*ar ...................................................... ....................... .........................................................................................,,........,... .... .,iris w-.v��w�^•�r.- ,..).,.,,NE . I FAMII_ '1' r!GARG OFT: 97223 T.S. TITLE SHEET . "503) 639-3900 RON KING PRESIDENT CEO CIVIL DRAWINGS - „,,,,-*1 -, PHILJP R. JUCKELAND, SR. /ICE PRESIDENT, CFO CI SITE AND SURFACING PLAN ;. 6700 SSANDBURG ST. DE ✓ELOPMENT MANAGER: C2 GRADING 4 EROSION CONTROL PLAN Z to OREGON TRAMMELL CROW C3 UTILITY PLANTIARD, BEA. SW r El-tDRIVE C4 STANDARD DETAILS • � U N BEA✓ERTC�NO OR 97008-7123 Iti.l • 503) 644 .9400 i"' $ Icy r,� CONTAC ;EFF SACKETT .,,RC-IITECTURAL DRAWINGS ' I cr' U44 c 1 SITE PLAN 2 pd -►RCS+ TE!;T SITE GRADING AND UTILITIES PACKAGE ANKROMM0I54N ASSOCIATED ARGf-IITEGTS 6 6'120 SW MACADAI"1 A✓E. STE. "IOC — < T PORTLAND CR 972190 (5C3) 245-1100 W CONTACT: ..EFF LOS0 ( v CONTACT: TRAVIS TI-tROCK 1ORTON 134 U t GENERAL CONTRACTOR: 0 CIa VI MCCORMACK PACIFIC Z v) Al 1190 SW 8.+NDBURG ST C!') 1. T503R62•i 8090 . 3 : - - - - — —_ - CONT,:I,C-�: DALE UY-KEND LL STRUCTURAL ENGINEER: VJ AFCsHAN ASSOCIATES. INC. a r. 1 co 93:0 SW B-;RM,;R BLVD., STE.'175 0 PORTLAND OR 9219 (503) 244-2450 0 CONTACT: HAMID AFGHAN LL. , CONTACT: .ERRY NAVARRA , - CIVI.. ENGINEER: g • HARPER NOUF__FIGNELLI$ M coQ 52010 5W MACADAM. '580 POIG:TLANZ , OR 91201 ' 5031 221-1131 ICONTACT: GARY ALFSON ZCC I 1 w { LAND SCA? E ARCHITECT: F. GREENUJORKS, INC, c'S00 NW 6TH A✓E., 57E. •327 PORTLAND OR 97:09 %503) 639-3900 CONTACT: RON TENDICK SURVEYOR: \ 7 I ' UESTLAKE CONSULTANTS I fl —�� 1 D I T.E A I LD SSD f4TA: `�I to-r Pae c Ere Ca:AB arALY-646) 3115 SW SEQUOIA PARKiU.3T Ll_ 1 - TIG!'RD OR 9'1224 1 UNIFORM BUILDING CODE: 1994 EDITION (30j) 684-0651 - \� �1 ABBREVIATIONS STATE OF OREGON STRUCTURAL SPECIALTY CODE TA +�Y c ' a I `\ 'D J CONTACT: GANDERSON 6 / ZONE C-P (PROFESSIONAL-C. ra7":"4 . '' Al F Abase Finish Flop F.N C. Faro New Cabinet P AM PI01tie Lom;not• 1 ACOUST A..ou•t,cal FAT rite Retardant Treated PT Plate A C Acoustical Clg Tile rPRr. Fireproof PWD. Plywoo0 OCCUPANCY e} ._ AW Adiunt. M;u.ebla FIST. Future PT Paint AGG A�•pg�VHpols Fil F101 Bar P P Power Pol• gF AL. •luminum FN. not Head PRc,51 Procett CONSTRUCTION TYPE TYPE V N GEOTECHNICAL: �, ' �-- A-B Anchor Bolt FL. Fledr PREFTN Ptohmshtd 11 AMOK)* Appro..mal•1y F FI Diem 0T Prose,. romiod MCN. Architecture' Foot Or Feet P/L Property One USE GENERAL OFFICE AGRA EARTH 4 ENV!KONMENTAL _� A 0 Area Drain FTG. Footing O.T. Quarry I I. -- _-- -.- -_ - J A H Asphalt FON. Full R FRAD Renu. T 511) EC CENTER DR. f .. •\ em 9Agora 40.,,attic caner•b rums un Sete. Sra4 REF. NeferMtt FULLY SPRINKLERS:✓ TYPEV-N 5N) 417 T N 11 BM B+om PURR. Furnny R-FR. RNrg•rotm BrTUM B.tuTmaus NT, rulure RE1NF Reinforced PORLAND CR 97223-8025 -� 1 BLK, eteck GAIv. Galvanised PICOT. Reouirenienl. GROSS QUARE FEET 36,000 1 ��ANHO '!'.. ' "IT Blocking R.. Gowan;ttd Iran AES. Rosie; rel (503) 639-3400 I ` n0 Boma �. Co.bog• D sposol R Rser s CREEK r (SOT/BIM Bottom GA Gouge R o. Root 940;,1 FINISH FLOOR ELE i 201'i0' VrnDRQo 3T L / . 8 sC Bottom df Curb CLU-lAMwu-Lominated RM Room CONTACT: STUART ALBRIGHT SITE Iiie W Bottom of *011 GL. Ghia R 0 Raugn Op.n�ny �•��_..K ,eLDC 9u any GB. Crab Bei SGL sarey Gloss HEIGHT TLLO STORIES (30'-Or) w CAB CoMnet CP. Crude SN.D. Samlor. Nuprin Dispenser • �,i C.PT. Comet CND. Ground S N.R. Sanitary Napkin Receptacle C.I Gnat Ion G 90 G sum Wallboard $CNEO Sch•eu• I _ J ALLOWABLE FLOOR .+REA ✓3.000 SQ. FT, SIF eoRr,4 I — I P 1 In Plate GTP BO ----";1.:_ SCT Seat cover Dispenser —i r .ss� Catch Born Wafer Resistant SECT Section I , t lG• Ceiling GYP Gypsum S S s«vrce sinr FAR. REQUIREDEP -11 CE*t Cement rt Hdrdwars SHG, Sh•othtop - CTR C«tt« MT Nepht SNT SnN1 , C.Y. Ceramic Lb H.0 Ho Ow Core 5H. SNIP CLR. Clear H.C? Hollow Core Plank SHR. Shaffer CLO. Close H,M, Hollow Metal SIM Sl m,lar al i 1 COL. Column N0R12 HO?itonla 5 0 G. Slob on Grads V ;!!K CO2tC Conti H.B Hose Bibb 5 D Soap 0lratmer //�s T /w A.. s� CMU. Gem Mntenry Units NR Hour S C Squ Cors Rrq('1 E C)E\/ew L^srr..s_'EN s,,r ..�RtIA ION 4.44J 5 I GOND Condition IN. lncn(n) SQ. Square V/ ✓r taw T r. Y-j,_ 1' '9T Iryr`n�T�I -- � CUNSrtt Constnxtion D Inside �amwt« (Dim) S.F Sauar• root _. NI CONT Continuos NUL. InfWOtgn S tV Stan and Jorrotn G --- / CONTE COntroctor INT Interior S STL. Stainless Stew �� C.J Control Joint JAN. Janitor STD. Standard ! ` - CUNR Corridor Jr. Joint ST1.. !Aso Cs-ROSS SITE AREA 'I2 446 5Q. FT. (APPROX. 2.51 ACRES) C Kp. Kiln Druid T , . -__ `� [ ' REVISIONS curt; count*, stop S o oq• \ 4/4 T"( Countersink KIT. RdenM STRL Structuroi -' pK Deportment K.DN. Knotr Down SVM. Symmetrical t,Ey. NAPA uv. Lavatory SYS, system LANDSCAPE AREA "_'.5,810 SQ. FT. DN. ' [iometer LT. Loht TEL. tet•Oho-a r p1M p m•neldn LINT Locker t V. re:o.r•ion !,'W. Oishwosh« MACH Machin* TNR Thick 7•• ,,, ! MP U1.pasol (GOrtx n•) MB. Machin• oaf y"IL. Toilet LANDSCAPE ---_ .__--_-- [R poor MN, Manhul• T.P.O. Toilet Pap« U,soerser - •: DBL, Double MFR. Manuf0ctuAr TSQ r�,+Sus and Gra+w __ ON Down M 0. Maeenry Dp•nina t C rep of Curb FANNY _ -'-'_-'. .. 74' US. Do..nspaut IuY�)1 Maslmum T P. Top of Pavement D.P. Drawer MECH. 1leehanicn' 1 PL. top of Plate I.PEEK �-��� , DWG Oro•op M.C. Medi.'.• Cabinet its Top of wait P gP---- INFQI ..,<AT ION ---- __. .. p F, Dnnkmq Fountain MOO. w'.u1um Cwr+s ty Ovetloy T reads w V f�`Vy '�I [[�� �I t I. Each 1Ig�MB USmbrOM TYP Typicot E S Each rid• MF'. Metol uw ,Tnt;mehy ,1" _ E East haN Minimum U.O.N- Unless Oth•r.;N Nnt•d i E w C Etcfric wear Cooler ac. NiPCNlaneOOI UR Urinal STANDARD (9' x 18') \ / ELEC. EI•clHcol Tito• Mounted vFr verity �' lf' I I N I�i Y f`1 A P CITY OF TI,AFib _ ____ __ - EL Clamber. MUL Mullion V.C. l.'t eo; Gror ELEv El•volor NOM. Nominal VEST tsbbule Condition/4y Approved NEP E,n•rp«,r_ N. North V.C.T. vinyl Cempool.on T.1• HANDICAPPED (9' x 18') .1 ty� I ! ---- ENrL. Enctov v NIC Net in Contract v,W.cc, vnpp wMI Cover r0 E0. Ea N.15. Not to Scale tITSCt. walrrscat t,uipm.nl NO Numbs. WC. ;41:,:«1 For only(hit wartyi .c.... . 1Y. Del/ �___ y orb"9 085 Obscure IV C. wet« 'Gait VAN ACCESSIBLE (9'x18'? Peelett rto1. .�J t.. I EXIs [•poneron o C On Canter P.N. nate HAWN I ' I F, E•pontion Joint G.F.C.I riner, FwrosnW ttfP wolarp.oaf Bee IEttrrtQ:Fen:, f:TPO E■pp ssd Contractor Installed WT eoier Altc:Gh I I VET. ErleHe4 G.F.01 (]wn« Furnished W, West4:4--4' 1 sits. Finitho• I lar," n 3 owner Inrnien WOW. window -- - - -- -_ ._-.____ _--_ rinitlh ',velar," ORNe. Opening fel/ wnn �,d Y ji wr ✓ :b.: Addl'DSo - -FOC. rote of ConcreteDPP. pPasitso wittoul TOTAL PARKING 121 (69 EXISTING SPACES TOK _ t?,t•; J h-y DATE 06-10-98 F.B.F. fop al Finial, OM Opposao HOnd F+eaa I ;ft raae o+ Stud, y O2. r'unce W.W.I Woven *ire rubric REMAIN • 58 NEW SPACES) -- �� —`--- F.0 S. Fore of Studs G O. Outside DamM•. (Dim) And I 1. 101 fottory Fln,•h P. Point n---.-- FIN, FL.th PR Poi? i 4rg4 ~~_ FILE A00-TS I t.f Finish ('oar o T D roper Towel Di.P•noer At PARKING RATIO 1 SPACE'283 5Q. FT. f f.E. Ftrrish 1'noor Elevntirv+ PT 0./P Roper Tone' D,sp & Practice! Lent•rl,n• // •�OBW 982 651 ft firs Abrin PTR Paper tone' Receptacle otimet« V F.[ F�y7s E+tinquieh•r PART 90. Partici* Boor,' SQuar./SOuore real B!CrCLE PARKING 7 SP ACES (I/IS) ` Ly F. fy . E.tingrnnhr• Cub PTH. Partihen °'al• nut. :�~'� . PERMIT SET 1 1 , 06-10-98 TS . 1 ,,, ,.,, , . ~E_-. 41,70i k��r h I a dY;I "•-rTi' {d "i'V' r � I • ' " , If liii, notice appealI It 11( (bail.the JUN O2000 i ' ( , f ..),,:,-..:',1''..,' .'. I document, hitdocument iv of marginal :pi ,Iil . I1;1it1j iji Illjl 1111111111111 �1IIIII 1111!' III!11!!1111 !' ttttct tflltnCtl , y. .. l' I 10 1ll 10AF 6 BI OIB1 III i'. q ijf;; IlIIIIIII! 1111110111Y Illllilliillil1111111111111111111I1 lll!I!I n 11 III 111111:10;11411!1I ,,..)1111,,,,.„,, ! !I -IIS 1iI .ffl _'!f_tIi ! ll I� llillllll!!!I!I1 1!!t!1 III!III t . ,,,. I {'i. It'Ifl' I{!I .' Ili ' ! {{ I "� 1 iil ' , 14 . 1 (.1 ': ,. • ,"Ii !1: } • .N.4,MitY..u.BJNr . ••••'"-'4 s. .:..,: ._ , ,.:..{'. '. : !,. i. ,' ..v" '3 t I! .. • : , � . • .. .. .. l,,x: .' , ... _ �� .. :�. •, ... , - n. :,i., "• 4.'1 El °k' ,"•5'r F as i'. .., ., ,. � swr4w x� � '��in w. 4�s.r,.h+ai. v,»..aur�us,Gar�l. 1 r t" . rper • Houf G1Mt -- -_ _ � � 1,,883w w0 [� �j 11 c Inc ." �/ 1`\ \ E N �C�leil�w7tA Nc ' , ....�, ,* ivERII \\ 5200 SW MACADAM AVENUE, SUITE 560 s �''•' t ." ;+ - \ �\ PORTLAND, OR 912J1 C4Ry. 1 - - - -- - - - -- -. -. __ _- -- _ - . ._ - - - / \\ c(� TEL (503) 221.113' FAX (503) 221.11'1 __ - - -_ __ �no'twa tz/al� �Ir - -- J �, .' \ r ■ 1 r SCALE:• r a 28' REMOVE AND REPLACE L-- , . ,.. — - — --'i('- EX/STING CURB ] I �� z l!'3 ldN[ DRIVEWAY / / do LEGEND �-- P R CIT r OF TIGARD • / fX IRUI>fD CURB ff • "" - - -- --- -- \TH/S SH SPECS •. ) �� EXIS TINGH 1 Sff Off it S _�- r �� \ t� PROPOSED CA1CM BA:;N (fJ W c APPROXIMATE F.. o • I ITE/AIN/NG w4115 48•• � _- b 44.,,,,• Q• . RIGHT--OF-WAY \ 1=3 PROPOSED DITCH !NW/ r-, - �/a5 SHEET/�l TAN. s -� OPROPOSED �. .�` A 1 1-- (5 I \ _,.,-,=--- �� `\ \------ � �'4 © `-� \ ',�PATCN A.(4EA AS \ — 14-- PROPOSED FINISHED CONTOUR C) I 1 - , •7., �I AREA A. l PAVEMENT ISff \ EXISTING CONTOUR U j �' 1 ADA HPDR 'QED �'' • _ 1 r _.. ( pf TAIL "!S 5HEET) 3- �y , LJ RAMP LL SRsF?IMG ,. _ :.r!`• •�°cy AREA Of RE(ONSTRUCTIpAI O sF '�� \ - ,r Y 1 , .' r • A ' �y.•;c,•• .•'i L OWER A C fl f VA ata AS \ PROPOSED CONCRETE 5 . \ \ S rANOARp ,. •P., '• , \ • �j�� w SHOWN SA wCL r Exist JG I' P S T ( [ LI TAK rb•,4 `4V .1 ��,� •, �. / �IDEwAIu S frJ ,Q, �• A.0 �J(VEMEMT RND FEA /s�R `� Lt PARK ( \ G • ,v1 Imo_ j r .. c �; Ar.��. NEW OR SMUG H 1RANSLTION 1t1 1-11 , \ r kt \ 40_,--'-°• %� • '"r'-i �.�....�• '', y✓�� c r, yS^ y 15�•! i �1.0" f Kl -fX1RUPf0- \ PROPOSED A[ PAVEMENT i I .-''�~ 0, `• '' • 1NG AR CURB (1 YP 1 \ PARKING AREA A .4 . Ll•1 • t ?0'' PARKING ARA 'c ,r. 'S. "• RKiNt' E ,1s • r $ �� AC PAVEMN1-----( o �� •° .• •,`T•` X {1NG PA \ ~ .• -- 0' g�- 9' 0• , - 1 .g - - f !At.,. E \ Q' PROPOSED AC PAVtMFNT �i ��,_-- '" y_0" R_ lb. J. ��� 1 `' 15-4• / t , CLEAN UP EXISTING f OP \ T RAfFII AREA • !:. I 9''0" 019 tri' _-p--1 iPtl, pf.Io ' 6 ANO ffATHER NEW AC \ --- oIIyy�� � A 0 PAVfl f r !N FOR SM00IH\ N£RATOR -r— - y'.0 ► \ ADA APPROVED 1 1 a I e . TRANSITION 10 NAT[" '•r 1R` a ®- 9 0" tO • S �� RAM10 '�I_�-�f \ \ 1 �) PARKING SPACESis` rRANSFgRMI R- ' • , � R�rfA-- � •1• �.�� a I, , • )TTP. ›..0. \ EYIST. MANHOLE: u,D / , 40 // 1F ��',1- t\ • 10' " • ??' ((URB \ EXIS I, RAILROAD GRUBBING SIGN. 2 BICYCLE RACK-- 43 // s ilko� �� \ OPFNlN[) \ a, •1►i I b ��� �� 1 , ` - EXIS r. WATER VALVE. r _ -A A APPROVED MPS . •• y- i'�C B LA CK /S A CURBMENT (f..)-- L� \ RA !T"rimae CK OP ,WALK ,�U, ` \ I .�1 '� �� )Sff 11ElA T CLI) �� •�� • + �, D�RTAI! ( SNff s �• • 1'F' ~ EXIST. CATCH 9ASIN, F S ET � � Sr LANDSCAPING PUN 1 �1JNE1 2EXIST. FIRE HYDRANEx1ST. ELECTRICAL• FOR PLANTMIGS AND IREfSANUTURNARDUNuPERlike • • . , •ii i�2ro���� --- 1 10 0" , 108.'_3_1-' ----- ---- EX1 „r. ' ` . ExIST, LIGHT POLE. (-.- �7 i--- L^"` 1 MS \• \ EXIST. STORM SEVER LINE �'I N CN •:'' I S o .-.-11110 flkE pR I I �T-.I \ •• . ` \ PARKlF1C t •' •0• q.�. Q (V • • �� . ! _ 1 `�is,i- 67'" P EXIST. SANITARY SEVER LINE �a i I , \ \ .4 --PARKING AREA ---- -------1 EXIST, WATER LINE ~ I r PAVEMENT (I YP J R: \ 1 wr ! t 1 1 T ils�'- ''r'RKiNG (SEEE DETAIL TN/S - \ o r _ ._. • L 1W; P•�' SNf f Tl ,__r - BEGIN AC OVERLAY or� ,•,,, •• \ EppVE AND REPLACE 8.!-----::-" I �'it \ SUR VE YOR NOTES. LL , I I ! A• EXISTING CURB -' CLEAN UP f X il,q IP ------\ T„;a'' �, . • , AND f ATNfR�/�Ew I pEl ' �� � 2s -�'` 10 PAVE NT M/fDR STH � � UT1LI , i STATEMENT \� A . ' RfCOVSTR£XI TING A( PA.VfMfN1 t' �. \ , jrNT OF [ IRAatilk TO MATCH S \ ,/" UC1 AC PAVfMfNI EOR AyfMfNl THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD OVERLAY OF 4" OR GREATER t , OvfkLAY -1 1 N'; - O �- c Q y AR t SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR • ‘ iik 4•° �. , • .a H t t y0' 0 \ MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN •. 1 Ari' COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR (0 ',. i . A. \ ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE • 1 . • • 4••`• ��•, %• �, • . 1 \ UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION 1 • •• 'L1vC`n' `• �/ 1 \ INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS • :v'- �ti',)'•` ITCH TO EXISTING - EXTRUDED CON( �i ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE LL .. , 1 k ''� • X °• CURB 0• LRB TO TH (SEE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. Z . -�• '• w RdOr HRLL//N 80'"° 0 ;.RKtNU DETAI THIS SHEET) ;' ;' L. f.E. . .OL6 ; • EX1SIlG fRf( ,F,'' \ /.APPROXIMATE NOES PRIOR TO CURB •' \ RIGHT-OF-WAY �'° - • / �,.-RECONSTRUCTION 6i� 4?....,••• '�., • PARK AREA A L- --, PROPGSED 1) FIELD SURVEY COMPLETED ON 3/10/98 AND 3/12/98 1 1 II PAT �� ■1111111• • PAVElNT TYP� \ LLJ 'r4. • Rf VE MAW PLA RATING r • • • MD E C£ E SEED Alt SET ON 2) ELEVATIONS ARE BASED ON WASHINGTON COUNTY BENCH MARK N0, Y 614 1968 �� ,,�,, �i R=6e' (URB WITH fXTRLIDfL) CURB THIS SHEET A BRASS DISC SET IN CONCRETE CURB ON THE SOUTHWEST CORNER OF L r1 :\ :�� , y ��,� • • ‘,:,•, A CONCRETE BRIDGE, IN THE ROADSIDE CURBING, ON 72 AVENUE OVER �� • I _ �`� , , •.• fR ct. 1 1+ \ THE TIGARD FREEWAY (STATE HIGHWA'( N0. 217). V. -I/" , tr •� }jib'• v. .li/T, ��•. 1 ELEVATION 255.397 FEET 1 1 I ; • •Nr 110,m1111111.410110- r ��j, T?' 0" Lo1 - ` 3) BASIS OF BEARING IS THE NORTH LINE OF LOT 3 OF SALEM FREEWAY SUBDMSIO►c L1.I1'. •rte e • • .. I 90 0 \ , • • '•1,• •�..• • • 6 �••.� I -t _Y -- r \ RECORDED ON BOGK 32. PAGES 20 do 20A IN WASHINGTON COUNTY SURVEY Rf :ORDS. !I OS�p� ••• *• t: . • 'Qi,• -.i..__< __ 1 fjl -,' I 4) TAM ELEVATION - 216.56' 10111 � CIARI COt1K, R ! r , END OF _ �.�y \ ,.1 , •..,�y,; / " 14 •. A C PAVEMENT • 0 I O •�•_ �_ "Y • • OVERLAY \ � t \ ,uS'�r\AP L r� �. - - _� 3/L" RADIUS ITYPI �\1� �I" 1 Q j �, 0 ) 17a1- V l frir /� CONCRETE CURB O � ,,yt I�� n ��� EPOxY BOND Z _ -- .._ —__—_-- -- _..------------ -�.- - -- •- 5 NOTES: 30'-0" MAX., 10'-0" MIN. 1 �,Lt�i {n� 6" I CURB SHALL BE MACHINE EXTRUDED a `r1 I (SEE TABLES) I' 5' - 6' CONCRETE SIDEWALK �_ ____ 2. CONCRETE Td BE 3,000 PSI AFTER 28 0: YS. t4 i EXISTING DRIVEWAY - PAVEMENT 3 EXPANSION JOINT EVERY 20 FEET. . -- 6,. -- 3/4" R _ - 4. CURB SHALL BE BONDED TOA( PAVEMENT. 9 °-, VARIES WIDTH VARIES MATCH GRADE Vl - - -� 8" !Fl 4 (SEE TABLES) -- -— 3/4' R- gw l - EDGE 4„ 1 a a 4 ° a °• � / 1' � VARIES _ I 1 I • 4 �pp�e u' 4 -� -�� _- MATCH WIDTH T - 2 EXTRUDED CURB DETAIL `� I, Sr 'r - DRAINAGE BLOCKOUT �� I Ij1 III s ,1� ITT 'j 'li 1 I v ' '' if/ '/•/. 1$fs iff Yi!f0/, NTS. C 8 i7 cs9 A l '� 7 R,/W LINE L, • je I 3" I.D. PLASTIC I�11 Q �:�o . . . 0 3� �r PIPE W/COUPLING da 0,,'Sh i, \ EXPANSION 6" X 6" 11 IQ JOINTS_� �- 10 Co. MESH - '. i / i 91 p° , • • 16" 3/4" G" AGGREGATE_ BASLROCK .. ., CONTRACTION \ SIDEWALK " ° !1 `� d p " r. nr!tio)/ JOINTS 0° • ° SI)BCRADE B Fn B _._ CURB JOIWTS �- 4 o 0 O o '� __ I : I ) Ili 3"A.C. PAVEMENT, CLASS 'C. _ _ �,ll[g[ 111..41- ,- 1rTl- UJ -- CURB O o 0 i'- %//y/////////// ///////h - 6"CRUSHED ROCK, 1" - 0" CURB AND SIDEWALK DETAILca FA(E OF CURS ►\ OO Q J Lialltkelkbli).\\11 't'�;1 A 5'-0' MIN. 5'-0' MIN. a ii u-1 n 1 11 11 - FULL Y COMPACTED SUBGRADE • 4'--6" 15'-0" MAX. 15'-0" MAX. 4'--6" - 'i- I 1 --I -.0--- I I -11 (95X (OMPACTION-RELATIVE DENSITY) •- ------ 6" DRIVEWAY SECTION - 9" - { (TF.-g-- �u -1---Ali iI_= 1%�1I1— IF-III WHEELCHAIRRAMP NOTES • , , „ 11 11 1t �Itl,1, 11 1 -- ------ I/1" PLAN I CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE S TRf NG TH OF +000 P S.I. IN 28 DAYS TRANSVERSE EXPANSION JOINTS: 1 JOINTS SHALL BE SCRIBED 3/6"DffP AND RAMP PANELS SHALL BE EDGED ON 4 SIDES REVISIONS USE EXISTING EXPANSION JOINT 3 SURFACE SHAH BE TEXTURED AS SHOWN IN RAND TEXTURE DE'AII PARKING AREA PAVEMENT SECTIONOR SAWCUT AND PLACE COLD - 1-1/2" EXPOSURE 1 TO BE PROVIDED AT EACH POINT OF \ JOINT. DEPRESS BACK OF APRON r0 NTS --- -- --- - _ BE 3" ABOVE GUTTER TANGENCY OF THE CURB & AT OTHER �__ 60' 'i () • _ -- .___..a.....-____- _ . �_,.. -.. �.- ---- LOCATIONS AS REQUIRED TO LIMIT THE O 6 0,0 ---. ----- SPACING TO A MAXIMUM OF 20 FT. 1 STANDARD CURB ELEVATION B-B SIDEWALK O _ — � 3"AC. PAVEMENT, CLASS 'C" ! 10 GA, MESH 2. MATERIAL TO BE PRE-MOLDED NON- yor//���y/ArWA�����////////� 1-1/2' AEOVE BASE EXTRUDED MA TRIAL WITH A MINIMUM - 6'CURB EXPOSURE 1__ 000/� \ \ \ 10"CRUSHED ROCK, 1" - 0" - - _- ',� THICKNESS OF 1/2". t•fic`-�j O Iia" \\ \\\\\‘ ` \ \\ \\ \ STREET - '�__�" " -, 6,0.• �/ �/ \\\\\. \ \\\\\�'. \\ -_y • , TRANSVERSE CON TRACTION JOINTS: " �''\� - } Iri 1 11 11 11 t 1�It 1 1 �- FUl L Y COMPAC ffD SUBGRADf 6" et -� I -II 11 (9S% COMPACTION-RELATIVE DENSITY/ _ _ �_�_ NO CURB EXPOSURE �- I_-- i(-LI -II"I T---- 2" OF COMPACTED 3/4"-0" AGGREGATE 1. SPACING TO BE NOT MORE THAN 10 FT. JI-1_111 -ITL i1—= I TTI=11k•'�I 1� SECTION A—A A 'X- A RAMP TEXTURE DETAIL ' " - __ IYQfES 2. DEPTH OF THE JOINT SHALL BE AT Vdi 7/11/M LEAST ONE FOURTH OF THE CROSS �+ -- i0 _ - ___ 1 CONCRETE SHALL BE COMMERCIAL MIX. 5ECT'JNAI. AREA. VARIES (SEE PLANS) TRAFFIC AREA PAVEMENT SECTION _ I �"PC. CONCRETE 6'M!N DATE 06-09-98 2. CURB JOINT SHALL BE n :ROWELED JOINT WITH A n',NIMIJM 1/2" RADIUS NO CURB EXPOSURE �• NT.S -.- ALONG BACK OF CURB. CONCRETE ©BEAKING STRENGTH: FLUSH FILE. A.NK-45 DRV JRN .3, EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 6.0 "°$ 1111080 990651 CHK. GA MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISH GRADE. 1. TO BE 3000 P.S.I. AFTER 28 DAYS. Fit qt, li a . sty --•--- -._ ._ -__ - - 6"CURB ExPOcURf A I r - 1" OF 3/4"-0" BASEPOCK I r A.(. PAVEMENT COMMERCIAL DRIVEWAY STANDARD CURB _-_._N_____ - STANDARD CURB • Cl ` _w11, REFERENCE APPROVES' By DRAWN BY - REFERENCE APPROVE' BY _ DRAWN BY TYPE .,A •, SECTION WASH CO. COMMERDW CAB WASH. CO CS-361 (MOD.) CAB CITY OF TIGARD -- - CITY OF TIGARD - - STANDARD WHEELCHAIR RAMPS --� SCALE 9 9 DRAWING N0. - SCALE DATE DWG. FILE NT5 _ BUILDING OREGON N.1.5 '-9-93 J DETAILS\COMMERDW.OWG OREGON N.T.S. 7-9-93 J DETAILS\CURB S1D.OWG 1 OF 4 SHEETS L •I 198-)02 I A'VIM3URG,6700 r1 I'1 JUN 02 '�j If (Ilk nnlicc appears cicarcr than the .• •;p:•, 2000 II M Is " ' document, the document is of marginal ySt;►lil3. Illll'ftltllllllLl ,`ed' ' ti ; i 11(rillilli!�i�H111III 11111111 111)7 1frili 11WAIIII; )III, IlII1 III Ilr,i_ I I ; II I it IiII I ,II ;II , I IIIiIIIIIIIIIII I )III i NHL! ,, �I It i I iii (I I t , RCN Il MADEIND MA I II I Ia'I I i' r 1 II :',,t.'r�y el• '� T- -T -i "7 I• 11 Il 1 7� 1� '• -r- I -� 1i I 11� ,-- - . i -. '''j" ; �. , tel-;1' I 11 I 11 L. L. . L . I, L , L R A £r ,'•:):"•`�1" .-. 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PORTLAND. r'201 •./.., / .// \ , "----' \ - ' \.;'3 \ :it, . . ... .. . i ,R. •,;..„..\.ss.. \ 4,..)• . . ... \ •\ • 1 i\\ \\ • • - _.._-__ ` ./.:. ,, F.• , • I �— ______- ___� /� �G� � -`\ PROPOSED CATCH BASIN -y- N • —( ,% , "��G " � ��/ _ I \ - - - €_1 PROPOSED DITCH INLET L.., ` TMITPATINXTRIZ-37 SO f '2�1 f-- -----' "` ...,_-7 ,.....7...L.._-----•-•�i �/ ,y — t T._.._ - -- - - �se_..._ PROPOSED FNWSHED CONTOUR Z H 0 I w 11100 •• / w�� �_ • ti� o -—�—_ ~ i; ~ \ wtd � IW 10700 SIA HT. -L.S' AYLICrv/f WAL. r 6' K1NU N \ • •'•, J `! fXlS.ING ONTOUR \ L 8.�! � 1NG PAR '�.' �, ICH BASIN Af 1 ) h --•fir . _ �f -- �- r( HT 3' I}EPRfSSsEEpp ORIVEWAr f-� �' /"�' • „ ' ! \ PROPOSED CA W f'j r 7`— - - -'A,,. I --_ _ ♦ ` 1 W: 10 00- i'RON/Sff S/lEf T C3E //' /1 \ PROTECTION • !! /"" �' // IfROSrON CEoE / 7, " D � r • /2 _ M •,•Tar ' ,,� 2U 1.F..••" , / . / i (. \ . ,- \ t( SIDEWALK e r W: ?u oo r1AM l 107- 1 - - 1 \ • , 1 / ; \ f oC 1, 17 :71!�d _ RE \ f, `ti / • I �_ _• / �' f W. TAP Of WALL WAIL H 3' M 1 �/` 1p6 Ali _:____:_t___-_:-_-- I I / 1 ` --- .. .., Rf IA/NM!(1 i• �; . "� /` ,,1q9 •�s ��J �. .r I �i EDGE Of PVMT HAR\\) K , 1 • \ ' - �,\ y \ B.W. B01lOM Of WAL( e 1 e . , WALLS tir. ! iA K1 ' \I I.. ,711NG 1 _.\ r 1. PROPOSED FINISH 0 ti � .� I ,��, SAWCt L INE ( r� 203 V}1 , �",�� \ GRADE A l PA VfNkN1 �} d • eTO 1 - tar 4 V✓W DF�701 l ./� 0� ,� j05 / // / _.__. RK i tor \ '� PRAPOSfO SlQPf �.AL 1�: ..- ''1 `-.mo i 2 I C , .,„ i �• HG A 1 n 0 • --- "� !( RM j1� -,<'' � EX1' V......_ 1 �` \ ® SURVEY BENCHMARK n' VI 1 W s 11100 k; / , 1 .I � ,1j3_ ,,.\ . 7/ i - .' ^ ItI1 ti i'' - r1 EXIST, SANITARY MANHOLE/[A TCM BASiIy pI 20 \ O. may,. V / `` U 3 ....,-1RIM:?00,53 • ji _ �` ® EXIST, STORM MANHOLE �, / lir _ pARK11JG O� /• �r ` y ., EnER /Mfr 1 t c 1 a F.XIST. CATCH BASIN O `a GENfRArvR 1N� /// '�li—b. R �H eas - '�1 ✓ J EXl TRANSFORMER INN r •. . 1� (' \ \ n 111W gli r �', ® EXIST. WATER METER is CONCRfTt • • 11111 DA / I� ` � �* I . ��I� -� / 4 •"` /J` ‘,\ ® EXIST. GAS METER i; urrLrfr PAD m`/�/� ! #..1 ��� k !' I* a 1µt' ��I.1 f�I ` „ �\ D EXIST. TELEPHONE PEDESTAL BICYCLE RAs /J/' II '�► �� , A.A •- �,� �S� - " 1.W. 2DB.00 I//1':i�/�/ r �� �� 110„.iii � �1 /r / /�� ��+. •\ ,\ 1 EXIST. UTILITY POLE }wi(c'�HA 6 lol. '�1� ', �� � „„."111111110-7111011'" --___...-- ----:--"--.1_____.________4111\ -_J ,� / PARK_ A� ga 6.- ExIST. Gur wIRE t•'' ,,j,1 I . 209 t 1NG ,,\ .. �''r�, - _ _ -_ —_ €�,$g i,!_ _ ` [xl 1 \ �'� EXIST. TREE OR SHRUB 1 ;bII( 4��� g'i/N E• rr ' /� • ', ��' ���+ , 11` tl1oV7W .I �/ i.�� 1\ �.�" ``. i EXIST, MANHOLE. �Qt.r.�o► �� ^� -�1�abs . '/_ �� �/ �\‘‘\ EXIST. RAILROAD CROSSING SIGN Cr) N r. ` :I�� - '• � - �_� - ? "� '-_i / ' ' G .� EXIST, WATER VALVE, 04 Q 2 ' 1 i t,Rw� LOUD D ytti Tp e �- r AREA X11 : ' iNG ��''- - .1 f,RK� �' / X900, • • t DGRIr TfO p/THMfNNSAR ••` DRAIN *4 g. �atip00' t1„G P ` � ' \` EXIST. ELECTRICALEXIST. CATCH BOX. ---201 - OVERLAY S ' ;� , /�' ' -”'` / )a. EXIST. FIRE HYDRANT. •0 Z LU( , A., : __--- -_.-_ • AREA X50Iti_ �" -, jl PARK f�,.. .-•-'- 7` _- ' EXIST. LIGHT POLE, Q -� ORAlN •1�I: r. /" Y.1$ NC) / 'fig. V' 1 , STM- U� I 2" R111=100 70 _ - EXIST. STORM SEWER LINE NIP / • / �i �/ ` - ` �, ss -- EXIST. SANITARY SEWER LIN ' ,rl' B W: Id.SO 'R r� / • EXTEND TO DAr H. I f J� 1 //19`1 / / 1 • N I _ PPE = ?01.6l1� �..��. 201 • `� 1 ( /.'� �� .�� �, ��, - v EXIST. WATER LINE `' ryif I ' _�/ / �/' �/•� �� �-�' WG `\... c EXIST, GAS LINE _"' f� rd�G04 • �� , '� �' -�'��� ' Nom'' , cfQWfNT bARRI ( pp//TC�T --- - uGT EXIST, UNDERGROUND TELEPHONE LINE.. .., '� t /' /V cH gA nl►PRDfE �p�y �•,=` / Dir 4 TFNs �HfE _ -�` Lf.= I �► .•-• - --` _ J! �I t A �' / / NOEL( TRA i/ON BAG - S 193 % GNP EXIST, OVERHEAD POWER LINE LL ,' / • / �P LMT A�DVCA,y J (( 99 / Y. TW. 2'i'' "� �f1 / �' �r / ��� r'' 1 (t Gf�, /. `' ��`IN ` , GRADING AK! PAVE. _ / r is "'.. _�� �' FETE = 201601 1,--1::. �� 'C A �i/' „� •'�QK N /��'�-��8s0-SI✓AlE t-- WORK SHALL CONfORM WJTN TNf CITY OF' TIGARO STANDARDS, 1990 51ANDARG SF'fC/FItATIOKS>; CC 1 WAL 1.3.,1 .1. 1.1'...._ ,,... ous,•1 Ali% 191 �_ %' • APPROXIMATE - - -" I c. _ . RIGHT-OF-WAY fpR P ( RK NSTRUCTION /AMERICAN PUBLI[ WORXS A55/X/ATION, ORfuOh CHAPTER/,le /( WD s Cot � ��� / i /.\ ,•'-- ' {`1 /� �' 8 - '``�" %` aN/FORM BUILDING CODE (UBC), STANDARD PIUMB/NG CODE (UPC), AND THE OREGON DEPARTMENT / `,/ PROPOSED OF TRANSPDRTAIION 1000.1) STANDARD SPECIfI(AIIONS AND DETAILS. FP cNi" ,,•._ --% 191 i t! y-�� r w. 10130 1I "" II r• f ,./ _ , THE LOCATION AND DESCRIPTIONS OF f.KIS TING (fru ITJES SHOWN ARE CGMPI1 f0 ir7"M Ar A/L ABL F RECORDS �� r �ni9 T W • ii X91 r� �• " ` / _ / AND,'OP FIELD SURVEYS. THE C/TY OR 'JTIIrTY COMPANIES UD NOT GUARANTEE !h(' ACCURACY NOR TH, rnV1 - 18° VJt Er,;+ TIPa WAL H . ' AO , A" 1� 6X 11 I ' 1°7 �\ % COMPLETENESS Of SUCH RECORDS LOCATIONS OF FACILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION I t MT.) ' ^ ` _• NEW PA'1. / ; / ' / THE CON1AACi0R PERFORMING THE WORK SHALL COMPLY WITH THE PROVISIONS 0/' ORS 7575<1 TO ` �to , _ _ ,..,..________- • �► , My NLW ANS TVG ' �..... , � 757571, INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT 'EAST LB BUSINESS DAY HOURS .,. // g t • /� ""� ���� p� p► . - J I J • \/ r 1g} / A� ' qe ` PPIOR TO fXfAVA IJON ONE CALL 1G6-b699 ' I • 1atri 1C. 95_ 197 M A �• , ASPHALTIC CONCRETE /ACI PAVEMENT SHALC BE CLASS "C` AS DEFINED /N S CTJLN r •/�' ��j� `.®�.•� > ?�I .., . i � /, 00765. 1996 STANDARD SPfCIF/CAT/0N5 FOR HIGHWAY CpNSiRlK1JUN 1JDOT) , ' 1 • • r EA 1 IDs L • rs, r • �•� aI'� °s.rB CRUSHED ROCK SHALL BE SIZED AS SHOWN ON PLAN D AS DEFINED IN SEL-TION :906.7, 19^6 1 _ �' -?SBF'- - "' i;1 0 J %/ JM=1861 \ STANDARD SPECTER:ATIONS FOR HIGHWAY CONSTRUC,ION(000TI _ •+•• �•• •••»� - '-19f SEDIMENT C(>rVIR01 FENCE (TYP. 1 \ ' ` ----+ _ L _ - - _ .+ 193 �Sh I RoPOSED / STRUCTURAL FILLS CONFUSED OF ON-'SITE MATERIALS SHALL HAVE A MAXIMUM UNCOMPACIED /� _ _ I E� ' �, �tMB 0 \ THICKNESS OF SIX TO (/DHT INCHES AND BE COMPACTED to A MINIMUM OF 92% 0.` MAXMIUM DRY I• W= 20130 f - -- --- 19 -----.4.....:-..4:..i--_-:• ..- _ ill"i�.iJ96 •. •»•»_ tU \ DENSITY AS Of TFRM/NED BY A S TM D 1557 WAL HT 33 — , �� F >9°aa i ..• _`_ •1 •E•t7 -- -r"f +`-_' - • •..... • � - - _._., ARCHITECTURAL PLANS FOR SITE DIMENSIONING AND PRIVATE SIDEWALK, ANC CURB I ., A W ,8 u�7ADE=T9B f ya8' _ _. •____._,J - \ SEE ARCH 1 Tr C -- Al�hs 36 EJYtIO - __ _ r 1 !'__ _ + ;� _1•�r• c:' DETAILS. _,AR(HIfECI!/FtA1 DA16?Ir' rILLAJ!'10Nfr r-�- -'_ _ =---•--- _ - } - --- EROSION CCNT RO4 Z. - _ — = TEMPORARY EROSION CONTROL. (1 '''cu'' II.-'�:z' EROSION CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TIGARD EROSION CONTROL �./ STANDARDS 15.000 - T5.045 AND THE CITY OF PORTLAND EROSION CONTROL TECHNICAL GUIDANCE HANDBOOK CO IT IS THE INTENT OF THESE PLANS TO SHOW POSSIBLE APPLICATIONS Of RECOMMENDED CC Q .I PROCEDURES IN THE EVENT THAT EROSION CONTROL 15 NEEDED ALL RECOMMENDED ' ____.--7„,-- DIO-BAG OR PROCEDURES ARE DEPENDENT ON CONSTRUCT/ON METHODS, STALING, SITE CONDITIONS, J �'vE Nt SS pC* ' —~ �` SLOPES AND FLOOR OF WATER QUALITY 810-SWALE SHALL BE SEEDED WITH (L / Va lLLf 01 $0. STRAW BALE WETLAND SEED MIXTURE (PRO-TGM£ NO 506 OR APPROVED EQUAL) WEATHER, AND SCHEDULING. THE PROCEDURES SHOWN ON THE PLANS APC Nor INTENDED 10 col ,VEO BE INCLUSIVE OF ALL THE PROTECTION REQUIRED IN AN ARCA AT .4 PARTICULAR INSTANT .J • Ecol'"":„.„...- • •• , IFE.-7.z.. v �' All EROSION CONTROL DEVICES SHALL BE IN PLACE PRIOR TO CONSTRUCT/ON THEY SHOULD BE USED AS A GUIDELINE ONLY Q �`` • • •`�---1"---, r � ro PREVENT TRANSPORT OF SEDIMENT TO THE 8I0-SWALE ALTERNATIVE METHODS OF EROSION CONTROL MAY BE USED IF THEY ARE APPROVED BY THE 0 ' •• •• f •• • " fi,( r •' .�' :� t• THE WATER QUALITY BIO-SWALE- SHALL B' KEPT CLEAR OF DEBRIS AND SEDIMENT ENGINEER AND MEET THE SCS UNIVERSAL SOIL LOSS EUL'Al/ON CRITERIA '" �RAOIVc = 15'Mw �-`` ,�r1 �•�,'I UNTIL THE DENSE GRASS COVER OF THE SLOPES AND BASIN FLOOR HAVE BEEN .• ��j THE CONTRACTOR IS RESPONSIBLE FOR CONTROL OF SEDIMENT TRANSPORT WITHIN PRCIEC I v > fS TABL/SHfD LIMITS DURING CONS TRU(LION IF AN INSTALLED EROSION CONTROL SYSTEM DOES Nor 0 CLEAN PIT RUN OR 1`-M/MI/, r:A'✓EL V / `�' ' %/.�'' / ADE QUA IE'V CONTAIN SEDIMENT ON SliE•, THEN THE EROSION CONTROL MEASURES MUS r BE • S.l PROVIDE ELL( WIDTH / suOGRA.;C NEFNFoRChrENT • DEPTH OF ING45ULL RE55 AREA, I I x`�� -�` ' x/A.'' •, FIELD ADlU51f ) BY THE CONTRACTOR AS NECESSARY [� C,EOTfXTKf, AS PUMPED t_� ��'�� -HYDROS£ED SLOPES 0 / „\ I / OUTSIDE SWALE. BJOfILTER BAGS AND/OR STRAW BALES SHALL BE PLACED AT EXISTING CATCH BASIN LO(A1lC?NS ON CL'''A-1: - THIRD STREET AND THE ASPHALT ALLEY ON rN( EA S I SIDE OF THE SITE AS DIRECTED BY THE CITY ' 4 "j"'" OF TIGARD FIELD REPRESENTATIVE. SEE P'DFJ( TER BAGS / STRAW BALES DETAIL ON THIS SHEET • 10'.ANN FOR 5NNf// TAM'(Y AND DUPLEX RE SIDENTJAI I—I01W) f ,I•• _ I - _ " PERMANENT EROSION CONTROL. ''-III - /S I TEMPORARY EROSION CONTROL METHODS .MUST REMAIN AND BE MAINTAINED UNTIE PERMANENT J11T i 111 Sy .\ 1 EROSION CONTROL METHODS ARE IN PLACE AND OPERATIONAL B/OF/L TER BAGS/STRAW +! F;:1 _1A. ,i VEGETATION ON Alt EMBANKMENT; AND DISTURBED AREAS SHOULD Of RE-ESTABLISHED AS REVISIONS BALES- TEMPORARY f J� _ j SOON AS CONSTRUCTION IS COMPLETED. GPAVEL ENTRANCE _4.Q_y RE-SEED WITH L • 1 • ADDITIONAL INTERIM MEASURES WILL INCLUDE, AT A MJN/MUM, INSTALLATION OF NAY BALE CA TCH BASIN PRO TEC. TION aPPROVEb BAlEO HAY SEDIMENT BARRIERS OR SILT FENCES. THESE MEASURES WILL BE INSTALLED ALONG ALL. ' CENTERLINE Of VEGfTA1;0N OR STRAW EXPOSED EMBANKMENT AND CUT SLOPES TO PREVENT SEGMENT TRANSPORT. ------ . 1 NTS (TYPICAL) SWALf OR 0/TCH FFF((TIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST 8E INSTALLED AND ,r MAINTAINED THE COUNTY MAY AT ANY TIME ORDER CDAP:�LIVE ACTION ANO STOPPAGE OF WORK TV FILTER FABRIC MA Tf RlA 1 136' WIDE ROLLS), � �` _ USE STAPLES OR WIRE RINGS TO ATTACH TO \ ACCOMPLISH EFFECTIVE EROSION CONTROL. _-..-_-__�_.___..___-, FABRIC WIRE -SWALE MAIN_ TENANT R�QU/R�MENTS J .ite :q• ?" X?` WIRE FABRIC (16 GA.1, OR APPROVED EQUAL. T y WIRE FABRIC ' .SEDIMENT SHOULD BE REMOVED WHEN IT BUILDS UP TO 6 INCHES IN DEPTH Al .1NY •• \-- F-, I y _ - A.f' LOCATION THE SWALE SHOULD BE CLEANED WITH EQUIPMENT WHICH OPERATES _, N ---- NN---- NNNN - ---- '11==e° - SIMILAR TO A DITCH MASTER RATHER THAN BACKHOE DRAGGING TO MINIMIZE DAMAGE ■: "-Un FI(TER FABRIC •-\, TO THE SWALE VEGETATION 2/J 2`X 2"X 3'STAKE. ' ��w d 11 ori o N (EACH BALE) - :�� sire:: iiiiZf ' POST h VEGETATED SWALES SHOULD BE INSPECTED AT LEAST THREE TIMES A YEAR, ESPECIALLY ~■ •� • ____ ,.....i. •,••• ■ m RETAmo MALLS 74/00 • �� E::_• I. 11:� I• �' AFTER HEAVY RUNOFF I ____, ��� : ii==% -_ " %a 810-SWALE SHOULD EE MOWED AT LEAST TWICE A YEAR TO MAINTAIN AESTHETICS AND ------ ,, ,I1 �tl,t '� DATE, 06-9-98 OWN. JRN \\T----- .�'i 1 rril"_ . .ioiiir "' BURY BOT TOM - :I -` Ui 4;tu _ _��� _ a� ■ um a RESTRICT GROWTH OF r/NDf5A71ABLE VffifTATION (UITMIG.S SHOULD BE PROMPTLY EMBfDED BALES ~� •�� s OF FABRIC IN REMOVED AND PROPERLY DISPOSED OF TO PREVENT POLLUTANTS FROM ENTERING THE •'�'� • _��n"' 8"X11" TRENCH - -� RECEIVING WATERS. l ��DRIVE STAKES A MINIMUM `FILE, ANK45 CZ CHK GA OVERLAP RAE(EDGES is• __, °- - _____L' OF 12 INTO GRADE. JOBS 980651 FON VEGETATION MAY REQUIRE WATERING IN TIMES OF DROUGHT, PART/CL/AP!.V IN THE SECTION A-A �-- 2` X 6- WOOD POSTS, FIRST MONTHS OF ESTABLISHMENT __--.-, ,/ STANDARD OR BETTER (Al TERNATE STffl. -------_,_____-' FEWPosrs) - ---- — WATER QUALITY 810-SWALE TYPICAL SECTION B—B HAY BALE SWALE/DITCH SEDIMENT BARRIER - --- --6.0'------- - N T.S N T S 0 .SEDIMENT CONTROL FENCE 2 N.T S. p p�p��� ---- _--• �. _ ____ ,.__ __� __-_— _ �_. �� I—Gl71YN d 2 OF 4 SHEET __� __ _____ ___ _ __ _ ___._____ ____ _ _1_ . S ',11 Q8_0021 SANDBAR(' 6700 'OF7 • . If this notice appears clearer than the JUN 0 1 document, the c1'nitwent is of marginal quality. Illll'IolilI)1CC� �I1����I��IIi ;j;j ij!II i 1 11111 Ilf�r.�.,j1T,1.li T . ' I, ;; I 'I ,; i'fit i=� l,l 1i i! i !lit 1� 'i ell ;i1 111�1I owt,,,;,{ ,i,,,;•:•:!•,•-• AOfIN'CMINA I I I I'; ,'I' 1 ALIT, II i•I I I 1 '1 . ( i . I 11 I I i i� ,i1!11;'.I �. 4• t INC �.,M3— � {;�.�I �i -Tt •11-7-11"---,' tt r - _ g - y� `t' 11 1 ,11 i!I I nll ,11 II''' ' I I 1 ' Ii!i 1 I n•h1 r1I ! ''u i 11. 11r 1Iu 1' ,! I. 1:11,1 11,1,1 1 11n 1. , 1Iu.. T, I 1 I �II�IIIII�LI�1 �1��1. �Iilllf�Il ,J�Ilil 1U�IIIiII Illi' :I III:.,•,��'!' .LI11 .:llill,lf,lllllll..Illli...al.lu f!l.l '!1,111..,11,. .1 IL.IIIIIIL:. :n .,,.IIII,I,..,itliipttliiln,itilil,.r,1111, IIili:l:!.',illll'I Elle!!11ii11,1iIllliii.l111I111'iliolnwm11 • 1 • •r. • ■vm i • .4';‘‘ 611,61123#-11 Righellis , Inc . �4'I . //,., // �_ \ i N O i N t !` N s e P L A N N E H s I i / EL 5200 SW MACADAI,A AVLNUE, SUITE 580 - U ', / PORTLAND. UR 97201 • 1,0 i. • �: •5, / \� TEL (503) 2111131 FAX (503) 221.1171 _.. - _ - - .. - _ - ._ _ - _. - -_ _ - _ - -- / \ - i�'� LY/111/OD I -: 1 4 */ ( t w \ o 6. '18'' I, ; :51.0)641: x/s 1MVG F E 41 4 SCALE: r a IO' I""' 8 ' \ L") r= 1AN1 APPRQX 0EAST 'Jf PMOr'EHi ( tty�' 111 pii f- i`b II \ \ W il:... '' ' WATER METER `-EXISTING FIRE HYDRANT \ APPROXIMATE LEGEND f"':T,,1 \ 11 RIGHT-OF-WAY \ '+ T A:, `✓'3801 S HA r Hf L`;r 2) - VACVEJED • E Df TIC row ti PROPOSED O x N ;7J _—�ALVE SSfl�tI' {' 1 \ 1 r. fit► iS'BfN VAIiI T \\, \ \ \ d" SIORN PROPOSED STORM SEWER (J ci °o ..� T B. 1 I 2 AC - �� ��-y ` _ ,' . 1 , h , .. SAN S___ PROPOSED SANITARY SEWER o , \ i 1 ! , , ,a , �, \\ d wA/fRPROFUSED WA IFR MANY °� 1 a1 ///:,:0001:06111r5---- ,i '►li+i�'1 1 i� • .,../ otl 1”ACI \_. ,, _. , \ \ - --- PROPOSED 1/A TCR SENVKf ° I , ' T.P �Cn 2 .., PROPOSED Cl fAN0U1 g .GK11 \ \` 0 • \ ,1.4I�U.,, ox1c.`\I' \ \ PROPOSED CA ICH BASIN y I. 1 3 �„ '` \ ,\\) \ • PROPOSED AREA DRAIN rn • �C �-,�, ±�+' ?u" ' .�' `~ 1 `• 1.,.t A `1 \ ,. t \ ( 111 PROPOSED DITCH INLET U J I • ` s / A� �+- ! r ,' 1, ` �l��hilt ' . , 1 \ t PROPOSED FIRE HYDRANT i . , I ).,A . riRw Y //+i? .. �i( f r ti 4 \ PROPOSED WA IFR VALVE is , 3 ( ;�y �� I 1. \ I ,� s j µ \ v PRl1POSfU THRUST BLOCK 0,\,- 1 ,' 1` r � f fi.5T� 1 4 ,. • ; • , ' ii v`1 14 774 ti•- •. \\ \\ �-a PROPOSED RE rA/NTNG WALL • t r ' Eli , IS1 N PARKIN SIGN _ ��� ,� IE+19764 �j,, 1 y ' r \ Er, D G( r� �s r-.ft PV i.t 1 X \ • •• m■�im. A �,� -0�� . --- -7 1 ,,' U P(�" t \\207- \ X IST MANHUIE I �. _._�- , _ _ • l �r"`� RV� '• ' ..• c/L T,t� \\ ., EXIST RAILROAD ROSSiNG SIGN I CLEAN WE LE*1911,11 - PSIE I �'• /'~ \\ [X151. WATER v;L vc. C,� 17-' 4r00h DRAIN(p(ATIDNS �"' -�--'---' fe, . . ,. .. Ef.194 W 1 \\• ; ,�, EXIST CATCH BASiN V J !J7 N1 TrPICAi Of (S) 31,,,,,,,,.. "" "MO EXIST ELECTRICAL BOX r j .. p 0P.K �ti4. . ,...... ,f- 1-.1- ,�1 •ylSt 1t+G , �• 1 EX/S T EIRE HYDRANT. 0 r • �� - �, „- 1 , \ Eli lS T LIGHT FOL[. • 1.[a?IS.TA LB"19iA1 ` , \ rM-+--- FX151 STORM SfWfR LNVf Z 11 ____. 1,1(3 \ ' -� - ,.'..tc, `;` \ _ EXiST SANITARY SEWER LINE ,i !/ 1 r.1`� 11, :�,r y S. ..._- sV - EXIST WA 1f R L.L U� f; T, r •AaNS , U L ANT- 411•s-M 4.4C /--12-1/2' BEND 1t 1 1` \ --- no•---•-- EXiST CONTOUR >1"" I ae. V ` 'LEAN 19S,90T ; .�� TB PROPOSED AN:IARV 1 1 1 \I \ \ ((`+ll- �1 SEWER PIPE 5=12 7X4. : PNOF 11(; , 1 \` 11 \ " . , D 144 . if 09136 " • l \ GENE'kA4 NOT (B 1• \000.01\01....6...... DDITCH!Nt RIWORK SHAH CONFORM WITH CITY Of TIGARD STANDAR?S AND SPECIFICATIONS, IHi UNIFORMI �` D ( , RM1=193 05 _ RMN=11111 7?ILf,19f3df�fB6 r? \ BUILDING CODE (UBC/ AND THE UNIFORM PLUMBING roof (UPC) SEC NOTE 10 LEFT TEE. VAl vE +""`�.= Et DETAIL \ �TQRM ORAIHA(i f §,f1:011:IftfArtigIZT----Y . i HfEI C4I1..±. .'-- -. . \ • l d TB 8.5/M 100' 19 24% \ • "E ..... .— , I VALVE / y/ATER DUALITY SWALE S IOPM DRAIN PIPE, BENDS, AND FITTINGS SHALL BF SMOOTH INTERIOR, HiGH DENSITY POLYETHYLENE ->!b \ APPROXIMATE (ORRI/GA/ED PIFf AS PRODU(f0 AND SPfC:77:YSIATDESS. PRODUCiNAI' N1:'(TMJ OR PV( ASTM U 3034,d L F ' '•'1•''• \ RIGHT-OF- WAY SUR 35• - _- L.._ kd lCr PROPOSED FIRE �,i.•�� _�---- in knHYDRANT PROPOSED-� d" S 1P1 1 2 ^ ROOFDRA/NS FROM BUEL DING SHAD CONNfTORE!DRAINS /N LOCA TIONS SHAWN ON THIS PLAN ''' I , Of �6' L A,/1 •Ki RIPRAP /f.+190.1? lx n COORDINATE EXACT LOCATION WiTH ARCHITECTURAL AND MECHINICAL PLANS t•� NEW PARK NCi i 1 ri7 i , I \\ All DUCTiCE IRON (UI) PIPE SHALL BE C'L, .S 3.PER CITY OF TIGARD (COiWO) SPECIFICATIONS ;f, - 1 IS : ---., ,,, - - 1 1 ....% " i { ALL 6"PVC FIRE PRO1fClbIV LiNES LDCAltO OL 151Df OF P(/BIIC /MPAOVfMENIS SHALL Bf ( ' �� � + _ I i1 CONC..I TO EXISTING "JOHNS-MANVILLE RING-THEE", CIA.SS 100 PVC WATER PIPE, OR EQUAL ALL 1"DOI SIK LINES •` .•. 1���� 1�� i_._ �,a.�- __ ( _1-.__.,_ r���.� i' ( i I I r ( S g Ari LOCATION AND SHA1L Bf SCHEDIAf 40 PVC BEHIND TNf ME 1fR 0N(Y • 11 �), '182 002 • y ^"1 i5 F T Sk V'R , �� + . COAM/FCI r0 fX(STEN(r_• t ` -\- a ( F 8 S:001 SANITARY SEWER Pig C T ___��— 'uf '• `, CASEMEN i M I Y LO A TON AND \� - ,V.;03 t yH • P>a310: It/M=184 SANITARY SEWER PIPE SHALL BE PVC ASTM 0 3034, SUR 35 I L - - _-- - - - - - _ _ 'I " if 1821? ALL SANITARY SEWER MANHOLES TO BE WATERTIGHT FRAMES AND COVERS ANO LEFT MINIMUM 8" ABOVE FINISH GRADE. ___:_. 7 r..:. ri . , t: ELECTRICAL, TELEPHONE, GAS, AND TV SERVICE SHALL BE COOi(INAT(D BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY. COORDINATE LOCATION WITH OWNER AND ENGINEER 1 • • - RiM ELFVGT/ON 3. PVC HUB (ASTbt 3034 SOP 35) ----- ____. __ _ - -- ( (L PLANJ DRIVE INTO CENTER OF RU88ER 211: 4. - - 4• HINC,fD iOP Wl1H WA/ER SEAL NEHOL.EFTER SLEEVE IS PLACED I," �. 1• tv, -Ai- TU fAClill4T; C(fAN-OUT- /-,- GOA FE 2, STAINLESS STEEL BAND (9/18' SERIES 300) t___ _i I "ME LYNCH Co' 1' NIG( p A TUAfS ADAPTER CONNECTOR OP 14` i i i I `— RAISED CASE LETTERS �^-f SECURES UPPER HALF- OF RUBBER SLEEVE TO THE r.^ T __ _ ,. RECESlEO 1Nt0 RIB lERNC�FlEXblf COUPLING WiTH S1A(NLrSS STEEL CLAMPS OR APPROVED EQUAL -\ I 4 I-- -�' PVC HUB. I I, MOTE: CONTRACTOR SHALL Df 1EPMiNf IN;LODES A MOLDED SLEEVE (ASTM C-443) A Q 1. COMPLETE RUh • '' FD SEGMENT THAT HOLDS - THE MIAOW FITTINGS ASI A T" EACH CO \ r FOR RE L CATCH BASIN AT EACH LOCAIiON \ 11?"_MAX. IT :N PLACE. frit I I _ .I, .JB_ S di/ 11111111qiii nil, O , 1. ( - C 45•BEND �• x�. w _ - - DITCH`. r, Taws . {.71 I 'v� , t k ± ONL rH BASIN J 3- .----2 `,~- " j 1LLI I I .. B r . _ g� t�Mr- <Iw. e r e "�'► a' a' MIN - ?4_ X ?4" X 4?' E ' P i CATCHCONCRETE PIPE‘, III ..1. I ildOP JEOUT71/1`/ . es4 CATCH BACIN 1 AND 1 ---� v10 - EOUAI SPACES3 ' ( I •1 - EQUAL SPACES 3' 19" (SEE PLANJIN 3 ONLY' •., �': '.� -, ,i...., - TEE, WYE, OR S3 RENO , _ 41 �• �- T -"'� � I _.___ � N01E: ALl INSERTA-1'EE HOLES SHALL BE MACHINE DRILLED.�� ; —,r— 1 1_ _� USE ONLY ON CONt„RE Tr OR DUCTILE IRON PIPE \\j�• T REVISIONS ...t_ �� _ ill - i.--- _-11—__ ' f CA TCH BASIN DETAIL. — SANITARY_CONNECTION TO (EXISTING � ___ \�" , " AREA DRAIN SUMP 219• ^--F ATTE.RN NO 12e? �-------._ PATTERN NO 1201 - N 15 NTS. �- GROUT • __--_-1 SECTION A-A RAISED NUMBERS RAISED NUMBERS SrcnON B-B SECnoN c-c FINISH GRADE STANDARD CAST IRON " _ _� PATTERN - 1202 PATTLRN=,1201 /�-- FRAME AND COVER I , ,GH, - 106 ,p, WEIGHT 125 Ib, j1111 IIl11111 ILIIII ..JUS —_ A"' INV 186 71 B' JNV- d�,jZ -_ -'1" MIN � I SfE NOTE Q SEF N01f (� , _____ _____ --- 1,IA ARIA( CAST 'NOM (AST), A48 CLASS-30) 1 FTE L V rl Fi CO' INC "`�� 4106 S r 18TH AVE PORTLAND, OREGON 97202 {---.. ----'---- -_ ___ TO'.ERANCE:(t) 311 __. PHONE (503) 236-3625 1 iL 1 ' I-li- - 1 _ DRAFT ANGLES i % SIZE AND SLOPE PIPE TAP ~U 1 r Ir 6 P-0" 6' tS -.- 7'-3 3/d' 6" -� GRATE PATTERNS (SFE PLANJ COMPACTED --�''�� COATING PAINTED MATH BITUMINOUS BASE PAINT 1201 1202 _ _ __ ___ I LOADING: 24000 pN ----- ------- ----.__ .--Ty I Ell( /1- (` OR d` PVC ___.__— !_— DRAYMI B BPT t jt 4 j9� (SEF PLANJ -� l — - ---- -----— _._ -- ___ _ -- .Sff NOTE � _ 3•..0- 3'-3 3/8" Ch S I IRON GRATE f - - �- _-- of _ ;l. : -_---- - • PIPE TO PIPE 4 5 BEND -- �► .• 1_I ` A-A CONCRETE SHALL ATTAIN SECTION � ' DATE Ob-9-98 �1•r> 3000 P 5.1 (MIN.I IN 7R DAYS __._ -_ rij�V .j ' �11 , 1 .• I �1 BREAK OUT WALL 1"MIN, 4" MAX CLEAR OF _`�-- GRANULAR BACKFILL l�- L'1 - i ---i PIPE WALL GROUT SPACE WITH NEWS-SHRINK WYE BRANCH a� FILE ABK-45 DRN. 1RN _. .91'_ ;..-_j� .:g .I I ■ , GROUT 6"OR P` r 6 8" L- ALL SIDES _ ►� "4'q-#OL - DR 10" (SEE .TSI Iii, 610-SWAL DITCH INLET QETA C ! ^ USE `FfRNCO"FLEXIBLE COUPLING WITH PL AV 1 )OB# 980651 (NK GA 2X I■- + 017 STAINLESS STEEL CLAMPS OR APPriOVfD EQUAL '1 K r s / -- • _ CA TC If BASINf (� CUT HOLE INTO PIPE AND INSTAL( 'FOWLER" ______-L.- _____\1 ---� - �� , PV[ BODY SEWER BOOT TAP OR APPROVED EQUAL , IN �_ PROVinE d SECURf1 Y ---- 6' PVL OUTLET 18" SUMP 1\ --- • ?X MIN \ TO STORM MAiN -- NOTf� CAST IRON FRAME AND COVER SHA1L Bf INSTALL PLUG (END OF LINE ONLY) \�-PROV!0f NECESSARY' AfIFA DRAIN ADVANCED DRAINAGE' SY.STfMS 1 STORM DRAINAGE CONNECTION FITTINGS FOR CONNECTION [ - d".7RAIN BASIN - ?Bi0 AG. f VALLEY IRON d 5'EFI. CO N0'S 70? l6"I OR?0' 'A'I PROVED EQUAL. C3 63 AT SERVICE L A.'(RAi OR APS TANVAR© CL A� NOUT ARRA DRAIN DE rA� _' 3 OF 4 SHEETS p L.,,I f 98-0021 _ ' OUNIDBI Inti.von I-0F7 If this notice appears clearer than the • JUN 0 2 MO decun1ent, the document is of ntat•ginal finality. fill,i'11I11111L'LI I� I Iti I IE,i I i I 1 1 I t ' ' iI 1 � A 1 i li H 1 1 I t I I I I I pi1� i rjl�I�, fill ij► 1 I,N�;,1 IiMAM 01, lig l I I i I I ! if III 1 i ! f ,�I II it ill i fl IIS. Mil f I I ,I I iijl fllliIlili ;1111 i1 j!:) I,,I, ,I 0' 14( 4 ii--fii it -. _ i� .-. R �T :'i�i�_' ..i ' •'• 1 I III III II 111111 1 III 11!1 111111 I I,;I 44Th � i ilii I II 1 1111'Ii1I I 'Til 7 'MLI ` 1 If . - 'I III i„ilI �r I it i 1•di. •'• I{I , I rn,h , : 1, n tr E in nh luil I .. p. IIIIIIII,I�IIIIIIIII. I,II •Il„",,IIL�i 1((III�iI. .,lllt II.I 1•i,i,,i .1.1. ,•.,1.,:..II:n .1,1111 11111 1-IIIIIIihll..ulililllrll11 a1 lu 111 IL1.t11.111,n11,I1l1• ,1111 , 1111111,,,..,1111L,i11,III„111.,11,!1,111111„ IIII11111a,L111 1 i . rr lyr r�ry,..l L� .IP, .. . P•-t...-:.r :-.9 .: P., ..r..I.,-..-fi�-'' ^ -.".--^. vim �,. . .. ..re k .., .. , a • .14" .' - i:: tr. a ik.. , ... ______ . .............._______ _ ______T . o � .,,, .. • n,, arperHoaf ���*71Nti SPECIFICATIONS FOR PLACEMENT OF TENSAR GEOGRIDSKEYSTONE BLOCKS � ' , � • r 1 ;AND BACKF/LL SG/L5 FOR TENSAR REINFORCED RETAINING WALLS. II s THE QYTRACTRs 1fsINIITr TOI ,EFILLCOMMONS.AAr I ENaIN < C11110PLANNCR1bheIhsInc ...•CHARMS N WALL ffirT AND/OR � 1ACAlL SLOPE OR CQ1pTIONS MAT 5200 SW 1,NAL1M AVENUE, SUITE 580 K APPROVED Ir MAAiR ham"1•Elt6,r[ VV1 . 2'-0"BN SACK OF CURB WA TO WALL(W4TRIiTT I l ?JI-PUl TEL (503) 211,1 13101 FAX (503) 221 1 1 11 •. + Mle[tria/S ••••: F:7(PUi68 11/t11/Ni -J H rtA"fAx r TO BE MODERN N / ,..,;;.., f?: )'r • ,s r , ;:. t1. • • • '41140P . , • __ /'- " \� a 2' -4 3 tI ), GONG COL W/ ..--'' '� -- -- rt— ,. \ PATIO 1 STEEL WIDE FLANGE — e: m / \''------- PT WOOD BEAM ------ .�--- __----- , �� RETAINING WALL - •-- ) _ J \ __ - �f\fn, \ _.-- c �'� l \' T —i�' I�aRPSCAPE �' \ ) 3.-C' oc. r-- 3'-0' OC_ . — . :it` t _.-'-� J�,� �% !�.. PAVINts W J a PaINT STRIPES EYP SCORE LINES • l''''' . / N 5. A5' TYP- 1 ► - '1 ' I \-""-- \-- Z --- \\--- +I -----/------ ____---- ' i ''r — ' 4t in• ( — _ _ _ — 9 L 4' PAINT STRIPES r�'� —� � } ,r — 45' • 3' O.G. n viii ■I (Lr �'` ,� \ y H 4 11 111t.....---- ' �f Imo. tP _.�. r1 ,......---_.. -------------- \ 4,-----: -- _______..------ TRELLISABOVE �4 ABOVE L (,,� c _ 2 a, _ / 4 .•., - ' _/- �- ''fir'. ��- ,ice /� s �./ice-� O RETAI'vING WALL--� `/ 2 i '�. 1- '�f _-_ - 4 PAINT STRIPE:i� T7P W a ,.i - �--� - — o ...„ ;m._ ® ... -- _ lr_.__- __--ice 0 ti \ _ _ _.--- ..... -=-� ® ENLa4RCzED PATIO TRELLIS PLa6,N - -- - -._ A CROSSWALK STRIPING REQUIREMENTS ,, _-�-- _� Mr SCALE: I/ii' • I'-0' Al 1 SCALE I/2' . I'-P>' O ,t \ 9 • 0. t ® co . . • ._____ N.0, ___ _________ ______ d L ENLARGED TRELLIS ROOF PLAN O _ I SCALE: I/4' j':0: 1 WAS+-IINGTON COUNTY. 25-I-I-DD, TAX LOT 600, NW /'� ' _ /.\-.__/\____.-/'' --�- PRCJECT WESTERN FAMILY FOODS, INC. LEGEND: tJ f_�/�_ `^ \\ SITE �•DGRESS 600 $W SANDt3URG T. TIGARD, OR 91034 O NEW LIG.-T POLE ',r, g i - --- --- -- / \ �\ APPLICANT NAME: WESTERN FAMILY FOODS, INC. • FOUND MONUMEN AS NOTED • -- -- (503) 639-630© • CD ----_ ---- —"—' __ -- —__.__—_.___`.__._ ___________ �/ \ • ® STORM GRAIN MAkHOLE \ ZONE: (C-P) PROFESSIONAL COMMERCIAL SANITARY SEWER MANHOLE • \ ____.—__ --..______--- --_ _--_- ______ -T SIGN POST SANDF3URC �` ® YELCP►ONE RISER _ -- \\\ .► •Y I•,a — LIGHT POLE • Z «. i kit _ _ — .. _. ___ (1 • CAS Mf TER ir # — ...' , I� �:N(� — _ — — _ _ =`\ 1� • CATCH BASIN W , op FINING .'� - E/ 3 O i \ a WATER METER BW- SW "..i...�� WATER VALVE V♦ ' �M! ow ' A _�/`�'�" t, - 1 APPRQxIMATE W -.-1 ,�' -- -r •_i �.- r \ ,�\ \ RIGHT-OF-WAY 7x SIRE HYnRANT • aO --m PROP AS __ — — ____ \ rte--- y OSED • TEST PIT �_� d' \ Q 1.4 ` • r " J '^'� i ( \ \ ® FILBERT 4. N0W - __... ..._..\_v SW - /"`� �c �, - ' - _ \ \ \ PINE . 1 t0 ' hit \ _ / 5-.� P — \ \ I C% 1 S'-O' UII ! ' �� Q \\\ BIRCH i CG'NC F'� - - -- - —,- --�/'� \ kit \ WE 2/ li /� �,HG F',. r!s \� EVEkGREEN r�' rc 191 , \ �/ ►, \ 04 '1 ow,,,,c, • 0 u 'Ty RISER ACCESSIBILITY SIGN 6 EmERc_sENG GLEN ---- bg, SEE 12/AI] \ It ` 3 J \\ m: ..—.— '1,.m' .m' r 91 LOC AT 0 1 E t MAIL BOX m, —'�p•.0'',.0' �,� ii,ca► J 8 .� aA'•� 1 \ CARL TV TONE MARK IRAN'• ERsok ________ , r-�" \ ELECTR TONE MARK •• �� •/ YARD U T • BICYCLE -AOC • 1 O \ �� �'- \ �® / J ,� , .., "—It _1 SANITARY .,EWER r1/4"UNDA Tie V - IN7'.'''''''''--„, •"'" •SEE Ch., FOR 11111 V\ �, , / W s , •�• Pp .•/•" "I' -f r # mid _ �- ' STORM DR N GUrNEC CN PO tl_ � ��6 iso • 1 ~� ��. .i► 1�w !`pl,"--67.------- r-f�� 1p�/ \ rim • � ��� � �� 1L, \ TELEPHONE ONE MARK �� �• r .�./�► �� ' © rV P NUMBER OF • RKING SPACES • II♦�� i� •.'.�► •�� /' 6)6 '' \ \ 9W BACK OF *AI \\-- i MAIL" � ��� POtArDATIpN DRAIN _ / AAI 1 .\ ± • IEEE CIVIL �oR `3r.11 CONNECTION PON'. \ 0----------- /,, -.-------- p \ FL FLOW UNE FF E. F L�� J \ Ill \ Pa�tNC1 1 O \\ 1HM TEMPORARY BENC MARK LI 20160 - 1ST\NG \ ExisT1NC a.w1• n• e•rwa +w y� eun_DINc \ \ NFW P \ �} \ , ADA. ACCESSIBLE ROUE I' 1'�"� r$ ,5' P� \\ ` b3 m• \ EXISTING PARK G _ \ • �� 'k--- .-------- 1 LU \�' \--� t _ ` �Tti'P 3 RADIUS CURBS \ --� • PAIra(ING MEDIANS 0. --- \ NOTE: l''-- \ �— l ` y�-�\ _ RESTRIPE EXISTING PARKINe P' \ 'r;y'---'"�— e/I\ "� J \ W/4' WHITE STRIPES 0 9'- 0-C. '1,� fir• 4,. \ 1„� ....--- my I \ —�� ` \ 7---- ---- --- ,.—,\� .,. ' . -- -'�( tQ \ t NOTE: REVISIONS TY\ ? 3RCURB ,.SCs AD 0142 ANO.i Ili F41201°09E0 ,�_ O �-- m ig\ Fire HYDRANT _ — --- t9 a \ b/ \ ^pPROXIMATE SIMI ON MO t� A� A1.2 v \ �1511NpF'A1 \ RIGHT-OF-WAY --- --- _ , ! _ \ \ E \ PROPOSED - CD►1STIRUCTION __i/ P. 1. III iIr \\ \, \ STARTING F"CJIN 11 1 _ MEASURED FR• © ` ` \ \ \ CORNER C7F - • A1.1 * ••OM MO ttt► T LL16 19ERVIGE giumen,-).,.,E. \ O _�. 8 \\ // '4'•9' — NEW PARKING � NEW P.�RKINQ ' -_`_— r - - • 1f t 1 `� l\\ \ - - -- ' ` I DATE 0i - . ,` f r _ ____I---- �- �r" 0 [77 7( I® lrL ','1 \ _,___ - \\ ILE AI!- L 1 - _ I ____ —_ __ _____ .— -- -- __ — __ - - -- — — — ( JOB' 90651 ,• TRASH ENC LQ9U E — _✓ •rs nwlwollt F- 7?'-e. -- -- ■ -- K _—NE Nii ON SI IN _ �j 1 S tXISTING — .__ K ■ ■ --- x -" . — -- r . 1\ Al 2 ♦' WIDE GATEAl .1 i� SITE �L AN -FOIIND IR (NO CAP) i^ . , , A t t 3GALE: I' • 20'-'0' -- -�_ y _— --_ ______ .._, ,, s .__ �iri I CF 5,•-IEE_''S _..__- ._,r. ___,_�.._. SII 98-0021 - SANh13I1RG,6700 6 OF 7 ti' 'rf» ` If this notice appears clearer than the JUN 0 2 2000 ar microIilk( > . , "a; cnnn 1 (i;!1iIjl'Ij!jij!iljijl i IIIIIliill; � I lj !jlIlIi !jijl ; 7jijLiijit!ii '!fjiiIlli!ijl ijijljiiljIi;l I Iitil;IIlji!Ijllllljl1 ; j!IIIiI aIMCK (MADIM 011aA l ' I.� jTjTi If � 11 , •Ti IIIIIIIII{IItII !III!I !',IIII ,I 1 {I!I! �!{il {I{ Iilij!!!II ! :II itiiIIII!! 11111111) !!ijlillII iilli iijllil !!Illi!IIIIIIjtIIII!II!jl II 'Ijl!I !Ijll!!111!tji!i,ii ji ; III'I'!!'!!Ij!!! ,tii;.;Il;Illt!!tl!;ItIt, ill!�:Illllt:Itl It1I'II! a ,I a frwa ` F•• Ca.dt' a.,a ,'� ,d�' �k ,, '('+,' ,i, - , - .i,„,,,,,,,4-is, r:,,ii:,,,,w t , „.,,,,,,,,,A,,,,,,,, ,, .., x ';f24, 1 : �tr� .`� "-�: t'IV't' I 1}i TSS r 7 t { ' .. - , ,�. • it �. �� � t '� a; � • r l'4"''''', 6, �„ , ,4 ,:� a t. I, i..-� i .r:' W .+r x W 6' .,e no - • , .� `�..v. .. r :':. r. - r...J.. • '4`1.1 ,'i •I V r. Y. ,. .�. 1. _ .. _. . . .. r .rs f .- �.--1111—___. _ — --- — __1111_._-1111__.-. . I 4,9' . lt i . _ .I cit 1 . 67, icck .. 1 4( 1 ' PLANT LEGEND If 1 _ il$4144 of) I . TREES ________ _..„c_______...._.....,...... .1LA —. ♦ Acer rubrum 'Red Sunset Fed Sunset Red ! ie I 2-I/2' BIB i €`.; --- Fraxinus latifolia - Oregon Ash 1 � _ - - -- 2-I/2' B4B Z�••••y� f...- - �-1 k-, 8 , � • Pyrue calieryana 'Trinity - Tr:n•ty Flowering Pear U // / 3' cal. B1B, Matched Standards W f'.5 / �'• • - _ .— _. 1111— . —._ / ` Y / o Prunus ceraeifera 'Kreuter ve5uviu6' - Kreuter �'esuvlus Plum r~ -_._ �_"____ ___ -- 11.__1111__— / \ V - - -- - - - ------ -- _ .�- 3' cal BtB Matched Speecimene x N a - Pseudotsuga menzieeli - Douglas Fir U 1 u� - \ 8-ID' BtB, Full, branched to ground DZ ' ' -- ___ _ ._ ._ -- _. _ _ _ _ - -- -- _. y _ - ` - - -- ` _ _ - - Quercus pa luetris Fin Oak - - _ _11 _ _ 11_ - - -- - -- _ - i �- .�.: : 111 III 1 11 I - 1 I "4,11ll� �. i I 2-1/2' B45 y ". \,- `','; 1111;,` ii //,� u� '-'`�' �-\/ �,, - %� : / I ilk ---- Thuja pllcata testi lata - e-'looan U9Lf_.,1111 - \ ____ g Gedar --- AdoikAgail, "'r /��jli�l / � , - t F II r n t round �.I - - -- �__ 1 /� \ ro 8 B B, u , branched ched o g Aiiih„ • L.- `.r.� . .4+,•:••.i �/000'.'� APPROXIMATE I + �- --- :::::: deciduous F• `, u t ?t •i° • ' • .rPOPOSED / 3• �- coniferous . . e't� +,.�; 1 1111• eiet ,1 � � ;'• \ •' I, �-' c!� . +f . ttiis ti;•I' r� \ ` sieit ' ♦ i.0:4 " VI ) - "• iort • r ��+�� ♦��w►ta..,, i 1111 . _ --- \ / �/ / CsROI.AdDG01/ER$ ` ,s. • :pp, \1 11:11':=' ` ', ` ` alk \rdi�.0t...' • ��i ` �" . \ r� Berber 9 ✓erruGulOea - Warty Barb�'trry,C:,:�- `� , / � ��\�►� / 5 gal cont., 3' oz. :•; c;0; '?,e ` / \ �\ ��►� try OG. �`�\� y • ` / \��`\ \ \ �'/` p -.--_ _ Ca lamagrostie arundinacea bractxytrica - Korean Reed Grass ' Et „ S\ 1 1/\ I galNfo . cont, 2' o.c ia' �`•� ...N.,1111;"" / O -- Carex endula - Pendulous Sed e 0 ' 0 ! ; I , NA :;4:::::::::....11. �%liC1 t•�•� r��� 1 1.will ! 1 gal cont., 2' O.G 10 .^ti�;ri.i:a Vit,. ,� ,� _ 1 \ ` / I/ g ' �'Cr � / i I Le�i , �"' ` �/ Cornus atolonifera belle I - Redtwi Dogwood ',.' , � ♦ •• .tri 1 I/ y 9,.$�� �,�;: ••• >� 1 �� .� t// 5 aI. cont., 4' o.c. ` 1111 ,�' /� .• •. - 1 \ '1 \ g4. 1 `r,,\ j . •• .r. !!• .o'b'i?: �� i. r -; ••►;:'•:�''• \ ` / ` /j�.� <:��li�►��► •• 1••!l.ililo b•.o.'•'��i! .'�',� ' / 1 411111v.4 /\ rn t I IF r I I - W I"f Redtwi Do wood >1.1 6 $ . ••!••' ••• . oo, ,�a • 11. siviir11 .•. da ,.O u6 e O on • a ks eB !] a g g►h• ■ ..��ir f�.I ;f�GPAO^^r�n•�. to• �� •�.���/ • . •;•�•:•1111111.11. ••- �. \ \ '/�/ / ti gal.I. cont., 2' �.�.. y �,��,1yy -.......-• ,.. .. .. .,- .. . - �; II •, �• ��.` �� / O ------•- Juniperus scopulorum 'Cray Gleam' - Gray Gleam Juniper II . �0�I .r� --.-:.:.•--,...411%r 1111.. / / �,�. ,/\' 1 4-5' B<B. 3' oz. � i i 4011 iP ...10 1111e, ..........-.--.- . L''.,O 1 Ittap -+ ' lit / \N 1 • `�` '' • , , ���,� / l31)ILDINC -ExIsTING I I' • •! It ♦ b ---- Mahonia aquifolium 'Cam acts' Compact Oregon Grape + _J * t I :� •t >: 1111 y 11 i �jj .� .ryy{�pO1.;1d / / 1 . 1 gal. cont, 3' O.G. I'� •N.r�•�lr�=�„_r_ - .b :tfr ,lArl•1ty C/111. 7ftrAl;1_r1��',0 �I ��, �/ �• .,,, Gi -, - - 5.4, \ . � w \ ;��� -- / �� °-‘�\ , e 1 . •:.',5, 'F - Flamingo Japanese Silver Grass r,�y / Miscanthus sinensis 'Flamingo' F a go ape Ng y �4�5;dg, 111 7 A �// �/♦.os gal.I. cot . 2 o c CO \ , "41:/.!1-40-44!';' � �,� 111 %e��lr►ry c.i Rhododendron 'Scarlet Wonder' - Rhododerdron , T Jr 7. *, ‘ \ r~� • d� 1� \ 1' 41111111:11T - __-=`-V,`S/��e••�� �� 15' - 18' BtB - 2' co. v. 0 Iti; __.�11- r' �, � '• _ _ __ =lir Ot//�I --'"00 �„ - Rosa sevuiana '"'!eiC�ekanu ppaf' Medlland Sevilla Rase4 j • "&_,, :2)......., +� vi�'- ^O O�*/�Ih 2 ga I cont. - 3m' o.c. s -01 �')V =- - - - - - i�� ./I4 BLDG COR - -.-___ f44 _AV., . ���� ' ''-0 `=' l ��� ,. - f j ply=/��` ___ 5ymphor icarpoa a Ibus - Common Snowberry -- —___.— N ��~�1 •x1, _� _.._._......__ .� - u: •y, �.ti - �?�'�' / ��J��• •-v - - - - I•�V vw�1���;� 1 ,di. Gorst., 3' oo:* . '\ 1___...--••••• • - • - .10000' [ Li • ° 41:1;:. I`p°'���,' y1.---.-:::::::°4$414".91!4.11:04.1. • 44'mil y2I,.of ' Ajuga reptans 'Bronze Beauty' - Bronze Beauty Bug leweed N . . 40iikk...;_ •� t1� I',O�OI��q� ' ,___ • gal. cont., 2' o.c. ��• I :0: �� I�`� y. -•••.•'......41•:., — /J �� - ,-- - �— W �_ -- dill 11 ( ��1 -- _ CIotoneaster dammeri 'Lowfast' Bearberry Cotoneaster nu t� ,/Z�' • % : td'U, . �' wi,p'.�►.. -� �r 1111 1 I / � I alcOr1t, 2' o.G.& ._ .I!'•"•.• \` ��� �_ ,�� WIN`1 d0 -� . g �jj b i '� ';: ' .;• ,.:.►� �� ;Ke•C5' . -"4.IANtree Qc ° ' Via,►. �: `' _1111 . 1111 �` �'�,3� S�,` � 4.4 itir•WWW•Nolt ;/.�%./.11 /►'.• ,�. r; 1 • , Ia/'1/ ii•••••i _-- Annual Color I� \7► �: Ace ! •••-•--7:-- --;-;-----. I �. r►, .r1.I'.I 1112..••.�►•�I,, : rit:s,n�,0,,,�; . �►rr,,G ,, r4 •. !e 0)ei ,' A t:..'4/4Vii;► 1111 •�•Y V.v......X,/AL'N W _.•..:4i •1. 0.0. Cimmii, .V. Y7�N.v-', czy-,_;Lv.".v ,..::-•- :vvvV Vw�et-At. :. '� '� �. ,• .a�f C'' �.► : t` Ste. * �.'totter. �l r �.,`•., I/I� Summar , +•-- . V �• 'Ei _ '—_. �,.,,. �, ;�1_ 6•911111::=1:11:111.111::=":"":::11.11"1111=1"6=511 . I_/I. i " . 1 - (White E3e oinae ars - 8' o.c. i 2.11.2 i �. :e . e _ rii Ml�r� • ■ .os . �� ettt et r•1 9 ' - 4 p • -- -:�e' ^' �•�,. •w woo • •r� _. •�w. PallP •w •°■ ■fe •• 2 - (Red Sa 1 ria) - 4' pots - a' o.c 1 "�.-. �• i 1 -�__�-.i"�_/� .r,/L,��� \ �r x .� rw�tw ••rr ' ' POP �Irtr•�i.�•• x -1 k \� ' _-'\--"� ------�.�.�..�.•..... , . ����� Fall ' \\ Ex19TiNc'o SCREEN ►aEDc1E - 1'O REMAN tNDISTU Ell I - (Blue Pan5lr!s 1 - 4' pots - 8' c.c. a_ ! . . . 2 - (Chrysarthe^'um Bronze) - 4' pots - 8' c.c. Winter ! S 'rine -- I - (Forgetmerot, Dwarf' Blues - 4' pots - 8' o.c. — 2 - (Darwir Tulip, Med Tall, Light Pink) - " I Bulb - 6' o.c }'- • 1 Seeded Lawn • 4 ' See a eciricatics p —I r nn Fleur-de-lawn - Flowering Lawn ___.__ _ _� REVi31C"ro' H yd r oseed •---- 1 0Z-a k-1!b • • --m—F- �� wildflower Mix Ri O, -01 -1b -1_111_-LI- See specifications .. ... _ 77.7.•=-•'-::—..... .. -••---...-. .-. - -- Bloswale Seed Mir See epeciFicaticrs • 1111 `- III -' III _llL .0 Existing Plant;r, •—_- —,1111 __. ._____..____..___.._..__._._•..� DATE 01-12,6-438 NOTE ----.-_ _-_._---1111--____-_--, All new landscar:- e areas shall be irrigated utilizing FILE __AII .3f=' _- a fully automat rderground lrrloatiOrl system JOB• Se0651 1 � \ '':' 'L ,4NT I NCS FL AN - _. • • L1 .0 . NORIN SCALE: I' • 20'--0' __ 11-11_ - _11___. -__ - Sit 98-0021 SANI)RtIR(i 6700 l-- 7ter , If this notice appears dearer than the '' JUN 0 1 2000 Y document, the document is of marginal qunlit� 1 r. + iilICI'l)fII1Th cl j 11111111111111111W1141111411111_17 I i I' i 11 ; ( f f i, I I{ii11I i I I i'i 'IilIi 11 I I IIIA 11111110 III I I l'i I I iiI MCN II MMR 111 CHINA I i i 1 �� 1 1 I 1. ‘f1 1 1'I' I I I I' it I I I I I I I' �'1 1I z " ? ' ' t T 'Y: - 11111 11 1l'i' 1 1,111 111 IIIiIi1111 III Ii'•I iu 1 II 1 •'11 '1 1' 'II'I �'1�1 I I liwi 111, '1 ' pire ill II I„ 1 R m , ill,,, 1 m,1: n,a, ula„ 1„•d ;I., ,,,, , l ''' ' ;. _ III � � ,I I .I L . �., � I� .. � I, • I 1 _ '` ' I 11-1111- 1,,,- _,. l. Illl.l.11 11111.. I,I 1111,.),IL1.. I.If II • itllLllll., 11 11 hln ill,,,t.,lll,,.1.1111,•t.,•IH,Iftlllill1111i u i 2111,•• •...IIIII,,,J,III,•. ,,11 L,I,•Jfl,,,,l•Illlll,lli.fl .. 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