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13939 SW PACIFIC HIGHWAY-2 I. F 'F RCHITECTIJRE N)r �w w■�1r. on 01 LIMITS OF CONSTRUCTION N� tA. Q MiN>s EXISTING CHAIN LINK FENCE TO REMAIN DEMOLISH EXISTING CURBS AND SIDEWALKS LIMITS OF CONSTRUCTION W. ❑ � �.o1rMLTIrtT 1 DEMOLISH EXISTING CINDER BII WALLS DEMOUSH EXISTING LANOSCAF% LNOL Im's GONKL'r Wr AND FENCING LIMIT'S OF CONS WICTM NMW / ' , %//,/// / "/ % ' / o o / ❑ MW. li'GC71ti1MG-m a I I 10 DEMGt71fIRA1c.T+01t i !,� EXISTING CURB / > _- _._._-- STOKE ---- - BUIL — -- f IOTIS.I ���) DINKI STING // DEMOLISH EXISTING DEMOLISH , / / • � — T // /✓'// /, LICH S (TYPICAL) Itl?vt7R.INr_.. ❑ j / Mouses EXISTING / PM-OCATm-•- ❑ DEMOLISH EXISTING . UNDERGROUND UTILMES Nd'1 BI!!rl aa.Y ❑ AC PAVEMENT / CiTIlR9_ .. AS REWIRED (TYPICJII.) / ❑ SCALE :-4' - 20' 1 / EX;STING / / PRC � fS,t t i? / 1-x1 I P lo zRC f 10 15 EXISTING DPAINI SWALE / / / / EXISTING CUR©. SIDEWA' v '0 BE FINE GRADED AND / / . \� AND RAMP TO R[MA, ` RE-PLANTED PER THE LANDSCAPING PLANS � / � , /ol DEMOLISH EXISTING EXISTING ISLANDS TO REMAIN EXISTING DITCH INLET f/ DEM I,�_ CURBS, SIDEWALKS, SO PIPE TO REMAIN / / / AND ATTACHED FEATURES +J LANDSCAPING SAWCUT EXISTING SIDEWALK AND CURE i EXISTING WOOD FENCE TO REMAIN I / EXISTING CURB, SIDEWALK AND RA MP TO REMAIN DEMOLISH EXISTING CURB / 1 ` DEMOLISH EXISTING 1 / LIGHTS (TYPICAL) DEMOLISH EXISTING / EXISTING SIDEWALK kCU R8 TO BE / INLETS (TYPICAL) ' DEMOLISH EXISTING REMOVED IN RELOCATED PER ODOT PLAN TRASH ENCLOSURE / - ' -EXISTING MANHOLE TOREMAIN / EXISTING TRANSFORMER TO BE RELOCATED •-DEMOUSM EXISTING INLETS REVISIONS/ / / _ NO. DATE BY 0E5CRIPTION / -REMOVE EXISTING CINDER BLOCK WALL /19/gC1 PDG REVIEW/SUBMITTAL 5ET--- III PDG WAL6REEN5 2000 UPDATE LANDSCAPING & FENCING F2 ' DEMOLISH EXISTINGB"I'll AND / --- --- / / ATTACHED FEATURES / / EXISTING SIDEWALK !t CURB TO BE --� l REMOVE AND RELOCATE EXISTING / �/ REMOVED k RELOCATED PER ODOT PLAN UNDERGROUND POWER AI TELEPHONEEXISTING TO REMAIN TRANSrORMER PER PGE At GTE PLANS. 1 A �;/ / DLVOLISH EXISTING CURBS, / SIDEWALKS dt LANDSCAPING / /SIDEWALKS LANDSCAPING & / / RAMP DEMOLISH EXISTING / - -- AC PAVEMENT 1 •I 1111 i it 'I � � ---- — -- --— ------------`_—^ / � � CERTIFICATION AND MEAL + � DEMOLISH EXISTING CURB � / � ' . . - ` { d"/mj led LIMITS I ICY Gl9ATI� Till►T i CONSTRUCTION TIS R-M AMP!14l AM � > > �, ,��PR CATiOM 1'W PIIIrI�® � ♦ � � i I ! EXISTING SIDEWALK TO REMAIN AWAIIII OR II11104M MM 7M LAPS OF IM �► ��t y f+'i w, 78 OF 0011111M 4\4 v-F `r te/' �, , y N OY W KAM i A, r Y AND 110L. F��✓Gr Op-� ✓�NO 7HiA111V4 �►'�'D PROJECT NAME �pFdd+Egg WALGREENS PHARMACY PACIFIC HWY. a GAARDE ST. l Ital;l r� �.cIN (til ,�t11, ey' PACIFIC HWY TIGARD, OREGON D"I"NO T ITLE �MOUTION PLA GRAF.HiC SCALE '� a " •e • P's^ajecf Design Consvlt.� itsDATE gn11" STORe No. DRAYIINb No. PUNNIM SMINERAIAV and =10"IPINC JMl7 0281 /760 8I SKYLINr BLVD, WIFE 289. PORTLAND OR 97221JOB NO. �-- FUT (803)296-6100 PAX 8916-9200 IN SGALEt AS SHOV*4 1 Lonh 10 R . v+444N dcw s'I'' Rc:!AD TO .• G0N910WT10N 13939 SW Pacific Hwy SIT1999.00063 1 of 9 Y C m �I I �;i� �ili�,�i ��',' �t '� i�i� Ill iIl y lll�lll I I'!llllijil`"ilJIllll�iH1111 ll�llll�!III�IIIIIIiiI�IIII�IIilll i��� I � �li.l� ��,i;:i,�, ��ii�� iililll LEGIBILITY STRIP O 2 3 4 5 6 7 g 9 Io I I I2 I3 14 Ie I'7 I8 I9 20 21 22 23 24 215 26 27 2a 29 11130 Omm:i Cm Z I I I OI O NON( 0 1 OZ 1.!1.11 tllall X11111►1111111�1� 111111� I1111.�L11, 1�i�JL111► 111�1�1�.1�I��[a I IJ�.I 111-1.1J►.l�aali�l l��I-I�1►l.I,.�l ll Ll t 1.►,1a l tlla 1a�.X11111.1J��_�li111111.1J�:1�11.1 �1 i�L�J.I.I�11 I1��1�1 I t I I_I I1�1I 1 111 I I I I I I!!I OZ ... _ �"+�C.!•'I..I•,e.MMaHa•.,....,.r.Na+ha.v,rwr.w,r•.nw,w..u. . nwan�rmw•.,v^.M!tlMw,..•.,.,.Mr,•.v,,,.H...w•..,.....w..r.n,....... 11110,. ., .- _ . , . . .. 1 . P , . pyny. . �YdM�M �N « . w :wnMa i .. ._,...•.w.<.. xw-..n+..,H •e�r..••^�M4+.�"•`+'MwWMtla wer eMry N•.•PnkMh+ +rM•+M, . 7a: 1 ,i r MD r RCHITECTURE : ... 90.60' .,�. .I�. «, --- ---1 '- - - - X111 RETININ AINING WALL RE WALL /YM�'lDiD, G Kia - 34.07' TION Imo' 3.84 N89'42'00'W - - - - .- 1 -------X5.91' �3-- [7 w�Lalliirs++�►'�.cn+nr4TAt�1r X i r.oa< . Y Y 216.10' A7 7 r. x ' 30.55- ! L�Vi7LO1RD1•G01rIA•TANI' Ir • r y` > (W y\ r K tj('� •y . , K R'� t o / '' • i i X a r , . Y ) t w . X Y' �{ v '') ❑ 'G a oR ]� I 3751 3. 12 - -- - - - - `R 3?.ODD y ' �y , <' . ✓' �, 7 Y .' RIs ` . .� ,K� �(i h t' LNbI,•,oA71� , t • C v . ''. r y\ �. �3 ! COMI�K.TOiI �w Rpt' k . Yv / L-11.23' • . ,•r r .\ x .'', ------- ,,�c L? STORE. ®IJILDINCri I `lw.yo iy1," 70.0$ . V'.) ' ~. rY - y�C •Y 14.3' �� /��.© --- --- --- --- ---- -- - I Nd"1.......... � ! y 1lewove Mr_w ❑ SCALE :-4 _ 20' I 1 �' \ -�, 13 92 '. f » �' '� 65.04 N 10302.43 .. R=3'48' , • • , � .1 S �. ❑ CXIfoTTIi�...•••• , t I - - -- L�3.14' / 11l AGATICk- 29 Z' • 2 3' N 10302.43 Z. >7►lL.1. o�Y ❑ 4 _ R=29, OTIC..... ❑ _ --- L=35.65' 10292.43 :T R-14.,x.4' ; ,A/ E 9326.64 T` R-4' Sr vi f - ------00 L=1.98' 45 SO' • ` 90.94' an I • I 3 •4� EXISTING CURBS 4- 98.88 d.00' \ \ 29.a 1 8 \ • ' .w -1 .74 �`�,ti .18 t' I L= 2.57 N 10183.43 R=3' X9438.64 L-6.48' 15 42,2T 44' ' \ 1 .6 Q N 10167.43 k 19.38- - E 9326.64 N 101157.43 E 9422.64\ 46.16' V E R�15;4 L�7.85' 100.37' R=15' 9 W L=14.71 �3. 25.00' / . R„3' ol 4 3 „ I R-3' 'C ; L 2.66' 2.30' L-6.63' .77' R= 719 •� .71' R-5' NO DATE BY VE50RIPTION b R 3 L= `LA I 14. 3 L-114.71' L-7.°3' - �9 (T P) / /I'l/qq PDG REVIEW/5UBMITTAL 5ET 12 00' _ _____ ? oi�O . R++ts'. \ 1 9 3 2•/ I/9/gq PDG VVAL6REEN5 X000 UPDATE - S• �' 4'] 1 '(T ) 15.91 25. - � 34.43' R-200' - L' 48.98 1 \ ' v •� R-5' R=4, oL 5' J L-4.61 L-7.80 rhj 'tib L=10.83 00' - -- - MA TCN EDGE OF23 L-3.14' EXISTING CONC. DWY 2' 9.00' 9' 17 74, _ -- - 2.83' 11 �4 5.00 - ---- - -_ __ _-_ EXIS�G SDE _ ti EXIS17NG CURB wALK' S7g;� '�' ''i >� L: 7.0T' LEGEND - - 2J 38 E 19.18 20 14' 9'L6 ' -- ---- ------- ; • S89'56'00"E r--- » v',y'L =CURB k GUTTER (SEE DETAIL SHEET A O.J) r N88'44'30 ', '•. - -- 36.00' _48.17' VERTICAL CURB (SEF DETAIL SHEET AO.3) I = RETAINING WALL PER STRUCTURAL ENGR, PLAN GERTWICATION AND 5EAL I ' EXISTING SIDEWALK f ' EXISTING CURB -SD---STORM DRAIN LINE (SIZE AS SHONN) S01'16'22"E --SS-SANITARY SEWER LINE (SIZE AS SHOWN) S , » -W -WATER LINE (SIZEAS SHO AN) I Malw zatrrr 7"AT _ 1.73 N01'15 30 W TFNf P1,JW NV lF0CM'1- M41 f"-,f r. • 1.30 ® CATCH BASIN (CG-1) PER STD. DIG. 140A--ST (USA) GATIal P"P11lAPOP� A 0R WRIM W Cm T 1 1 a � ® AREA DRAIN TYPE I PER STD. OIG. ??0-ST (USA) �lL�lION/110 TiMT I `• S AM A OLLY IdlllYTlDID ` T STD. MANHOLE PER STD. DWG. 01U ST USA M�.41111 �T OR D4044M J (USA) LMM"LAMS OP 7W n; \�z p trAIN OP 011D0ON 0 O STD. CLEAN OUT PER STD. DWG. 270-ST (USA) � ISY 14Y I•MND \ r `�... 1. 1 TRUCK TRAMC PAVEMENT V�¢ra0 PROJECT NAME NOTE. ALL PAWNG, SIDEWALKS, PEDESTRIAN RAMPS AND CURBS WALGREENS PHARMACY TO BE CONSTRUCTED PER DETAILS O>tl ARCHITECTAL PACIFIC HWY. 8 GAARDE ST. PLANS (SHEEr A-0.$) PACIFIC HWY TIGARD, OREGON 0RA"140 TIITTLE��� GRAPHIC SCALE MAL WM b 10 M a N DATE diAll �l STORE ND. 01tA 41N6 WO. INszgn Consultants I,c-os-►eo P>:ulr 1m; smilmsmm G"d SuArsrim imv 0281 --- --- ( 01 r'se't ) 1760 cP SKYLINE' BLVD, SUITS 888, PORTLAND OR 07221 J05 NO. SCALE' AS SHOM (606).>W0-StOO FAX "111-0800 DRAM I" - C-2 1 laoh - a K �'' - RELEASED To REVIF.1"EQ cONSTRu�TIOI+ err 1-VSO 13939 SW Pacific Hwy S1T1999.00o63 2 of 9 LEGIBILITY STRIP O ?_ 3 4 S B 7 8 6 Io III II2 113 114 Is 1I7 ale Is 20 21 22 213 I112I41 In25I I112II8lll��ll2lhtllll218111�111'21I19111�1130 tpmm.i m OI y NGNI • I OZ �111111111��Lllllllt lllllli.J. ►1�ll. l���J,.IiI�LII�.I�J�l.11t il�l�l�l�l�l�l�l�l���l�l�l�lt41,11-1h1J1,l,llj.l-►.f1.��il Ltd! . �� I �I I oa J.l,�il.�.l a�l�l.�.�,I ��LIa� I�I I IJ L�LI I�I LIJ I�_I��I I,1�-li L�1.,1,i 111.�.�1JJJrLi��I�.t.W.ILI�J..�J,IJ�.I�.1.�l LL I I� »IrP Ip•4l .»Y•'R• .. ... .T•+. fw.yq'a'u..ra+MIMA7lt'vanw++Mda'drYdFWr6i5}wr n..,....r.a+..+ _-.... ... 'Yh."., ,Y,Rty1^95�sR1. +'n:•A.Pla4'rt' «w*.+H.+o .lr.-"^- .--^-e+ninw,. .w,..w..m.w www•.«w.•.wa•e •., «..,-....... ........ . •W++nt.NY.,'.WHIT}MI.Y,MMM•,1M+MR',Mwl+••.w!i rMaI. 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WO NSD -- -- -- - - - -�-- - So -- so ------ - ■ .o�euti c wrnowo m .�: STS m _ BUILDING -- --- s� �`� 1w.k�E �1w. �E •�. � � �� -----8'19 ���b lc _ / ' 3 274.15 TC - r V ' � 273.65 FC �\ I�.T4GD!'lll1�.... �� l7�Nf1/Y._.... ❑ SCALE • 1 = 20' EXISTING DRAINAGE SWALE TO BE I S� `b ?74.?1 TC 111111112.00ATM_ �) �� Y ❑ FINE GRADED AND RE-PLANTED �*- -4 N 27J.71 FG ❑ �' -� 'V -' w A ..i_'1�� S PER THE LANDSCAPING PLANS � •, U, ft - - _ ?73.80 1 A0'£47SAV�A H EDGE- ?7.93 FC A�EA/ENI 1 21 8 73..30 TG_' I •jc .+ 32 tC 114�p. ` X482 FG ' t •• ' Lj �N8 rqy 1� �1ti f' ,�'"".� •�`' :' syr 9 �ijr� }t-. � 21 ry' F F. ELEV, = 274. 5 $ � / _ N h I rl ?7 .96 TC � 4.46 =G ^ r CI 1► q4 274.5 0113 E�0 WI► ' �� •' V cn _ 2 .69 IC G 1 V►274.30 FG ?14.30_rC IrCIL011. 80 > 'L 273.80 So 1.5 mJn'r`_ ,.1.5% mm. ,� '�' � `� / • ?7 'r �, _• __ 11 ' .�1 S� lc .. RL-VISIONS 1 � �, X74 �' -� 274.14 tC a rE k� - / J0 FC 424 FG 2%S.5 04 • NO DATE BY DESCRIPTION / 27 275-04 /r7mci PDG REVIr:Y'VSUSMITTAL 5ET / ---- 1C 275.2 TC 27...26 FG 15 6, 275.1 FG 141 FG _ 2 40.1 ' . I/9/9q C, WAL6R�EN5 2000 UPDATE 275.11 F �C, 2 •t 275. �:• - - - - --- 1 ��_ ' _, -?•fig \\ .� / � --- . - - - ---� - --- / 215.58 FG ►;.1� Cl 215' 61 010 -- .2-7 ----- -- -___ • 7f'��C ?16.74 s f / TC fi j6• [ TC I 'Y:: 76 1C I ? FG ? 16 - 2 FG 2.�6. TC 2 FG '27 . C 276 2 276. FG 2y6.• / • - -- - - TC �t 276.98 T �' I ?� SC ?j 0L* . LEGEND I 216.93 ' 276 48 FG <,�� ,�•I1.6 cG I .'j<+y,' �, 111• FG ?�j' �' 1h !. LEGEI Y� ---_ ___ -- --- - ----- ---- - / ii • _`` 276.4) FG �� � �1q ~ ! �, r, a . .' / • �®CURS � GUTTER (SEE Ot:TAIL SHEET A0..3) VERTICAL CURB (SEE DETAIL SHEET AO.3) =RETAINING WALL PER STRUCTURAL ENGR. PLAN - -- - -- - ---- --- �1, \E6 ` ' _ _ • • ��� / / TC TOE' FACE CURB f FG FINISH GRADE 1 V CERTIFICATION AND SEAL FS FINISH SLOPE IF TOP OF FOOTING 1 TW TOP OF WALL HP HIGH POINT I H01!!B'f 0ORTrY THAT PAF 11 21? 17; T10TM N�V"� i� �,►►'F -+ PROP SPOT ELEV • GA Y+!OIC IA�Oet f�K OMl1GT EXIST. CONTOUR Mp"AT I A AN A 01LY R'd11!?� O 273-- PROP. CONTOUR \ C AI�GFIITIOGT�Jlt/,f'!M!!�t u T u�ee T1!LWN/*am re r ' 96w~OF �www AND SFAL_ �4 R V 14•u0 Tl/Rspr.'.q b-50-0 l x. PROJECT RAME WALGREENS PHARMACY PACIFIC HWY. a GAARDE ST. PACIFIC HWY TIGARD, OREGON R to DRAAK* TITLE` 1 9M GRACIM PLM GRAPHIC SCALE s 0 » n w DATF. d4A-; MN STORE NO. DRAI'VINl; NO. ` Project Design Consultants Jp-v 0261 116.0!"60 1780 SI SKYLINE B:.YD, SUITE 228, MRTLAND 0R 87221 SALE, AS O40PN DI rii:T ) (a03)tae-8100 PAZ tae-etoo 12PA 4m f'JKN _ -- ',o C-3 a 1 inoh 110 K �' gip- RELEASM ptevl 13939 SW Pacific Hwy. irv5 SIT1999-00061 C_ ;,„ ,;ii ill Illi Ilii 1111 uMinl ilii Inti LEGIBILITY STRIP o 2 3 a 5 6 7 f3 9 10 1 1 12 13 la is 17 18 19 20 21 22 2I3 12la 1215 1216 ( 27 2It3 219 130 LF 1 I I 01 Q g 4 q b HON Oy1 OZ �lll.1t11�i�ll�lll�ll�la.J.h►I�.L��Illltl�11�:111118.li�.�111�1�11111�1►L�.I1�[I�!�I�I�ILIIL►.lllll�I�I1I�IIl�I�IIIiI�I�I�I1Li1�I�I�L�I►II�.IIIIII�i !_I[11.1�1�).1I�L[Ii1���IIIII�II!il�1�.11 i 1 .Ii�1 L�1�111; a1�� )O_ 03 a w .....,woos" .1'.•w•1YMI ...Yah+.'v+.'PtiP1•.h.n� P:R],Illwl +!!1�!t�M'p`.1,`ISM11tlw1�}pti1M. ' 'HVSi/IVI.I'�MVMMIIC•VFIIMYVry,�yp;M4.' .�1'1"a1'�14KYAY}1...MMw•MyA'M..�Rw.1+I4•'1MM11•••,.n,.-.M* ).�rrvwM �,yy ��MR'MTF•wMlllq!NF'tu"'9M'H'\'AW',•NIq,MM•r'1TH. - .. � � .- �• ��'q�M,'MY'I'r91tRK94N"i ''Kr"Iu•WW I'AP'NMrv'P'Nnll• - .. . '.a...n.rv....w.... .!rA1YMF ^ry�M.. .. '., - T JMD • A c H TECTUR� EXISTING MANHOLE ew tlirOM �, .aee Ind _ so n"K=CO. CA 6"09 { CITY 'ASBUILT'S• SHOW 249.1 IE _ _ - - — - _ -- - - -- - -- - - -- - - - - - - - — - - ---- - -- - - DRAWINGS/SPECIFICATIONS BY: Cl WALGREENS' CONSULTANT LANDLORD'S CONSULTANT •269.8 IE 271.10 RIM W.Q. FLOW /CONTROL 1�N_ ALL CONSTRUCTON WORK,UNLESS NOTED OTHERWISE,BY: L ETAIL ON SH�EEEE C-6 • _ ❑ WALGREENS' CONTRACTOR 5•; 1f` - - - - - - 8' SD 0 1 X .11 I - 21LAY LANDLORD'S CONTRACTOR I «�1D -W W--r- / STORE BUILDING --- —- -- ---- ---— --- -—-- NEW........... r c w ;ticrrl L F.REE STANDING / FIRE DEPT CONNECTION NEW.......... . I, CONNECT TO EXISTING �t,Q REMODELING.... 11SCALE. I' = IO' SAN. SEWER UNE ESQ RELOCATION.... 1:3 EXISTING ❑ EXISTING IE ELEVATION IS (UNKNOWN. 6 S ' kq '*o NEW SHELL ONLY ❑ CONTRACTOR TO VERIFY THAT MIN. I Q 10 OTHERS........ ❑ A GRADE FOR THF LATEF AL. CAN BE `I I � �p� �► /I INSTALL DOUBLE CHECK DETECTOR VALVE OBTAINED PRIOR TO ANY CONSTRUCTION. �• ' � , , �r -- ASSEN9LY IN VAULT PER CITY OF TIGARD • cJ / STD. DW NO 533 AND STD SPECIFIC�,PJNS 01 • Oi •' INSTALL FIRE HYDRANT A SSEMBLY i 00 7 90 RIM _y,----PFR CITY OF TIGARD STD. DWG. 2r 69.40 IE � N0. 542 AND STD SPECIFICATIONS 6' TYRON' JOINT DUCTILE IRON, CLASS 52 PIPE PER CITY OF TIGARD ^ ` I RELOCATE EXISTING WATER DETER STD. SPECIFICATIONS. I d __ __ .• INTO LANDSCAPE AREA AND INSTALL ( �.HOT TAP EXISTING WATER MAIN PER W"09 DOUBLE CHECK ASSEMBLY PER CITY OF TIGARD STD. DWG. NO. 530 -,ND CITY OF TIGARD SPECIFICATIONS. ti I i of ; STD. SPECIFICATIONS BEHIND METER 1 f ?� LEGEND Q0� =rugs & GUTTER (SEE DETAIL SHEET' AoJ) A('61 '011 VERTICAL CURB (SEE DETAIL SHEET AO.3) 'A, �"�� «--RETAINING WALL PER STRUCTURAL ENGR. PLAN ? 4 � I o�J P ���P -- SD—SFORM OR VN LINE (SIZE AS SHOWN) ELECTRIC METER I Q�Q� �4, � --SS—SANITARY SEWER LINE (SIZE AS SHOWN) To} I ( �P�43�0 —W —WATER UNE (SIZE AS SHOWN) / - I e¢ I GAS METER _ - C� ��6,?Q ® LYNCH CATCH BASIN PER DETAIL ON SHEET C-6 01• P 'P p O STD. MANHOLE PER STD. DWC. 010-ST (USA) 2 C STD. CLEAN OUT PER STD DWG. 270-Sr (USA) p RD ROOF DRAIN ? o 629 268.68 IC a SD 0 1.25% 1.� I 01 269.70 IE 4, P h ,QQ�'. PEVISIONS V � }�i� �? � cV C�' • NO DATE 81 DESCRIPTION - / A�t �J�gN�Q� - /17/9 PDC REVIEW/SUBMITTAL SET C,4+ •� L / f V �� v ���ocotes 1/3/99 PDC WALGREENS 2000 UPDATE q, 1/30/9 PDC ADDRESS PLAN Ch. COMMENTS j O CERTIFICATION AND SEAL I THIS PLAN AND SPECIE(- I HEREBY CERTIFY )HAT GA CATION WAS PREPARED BY A SEPARATE PLAN SHOWING THE OFFSITE ME OR UNDER MY DIRECT I • IMPROVEMENTS RELATED TO THE WIDENING OF SUPERVISION AND THAT 1 SW PACIFIC HWY. HAS BEEN PREPARED FOR AM A DULY REGISTERED ARCHITECT OR ENGINEER R G4 r� REVIEW AND APPROVAL BY ODOT. UNDER THE LAWS OF TIE REGO S . y STATE OF OREGON M, • • AS SIGNIFIED BY MY HANG AND SEAL. \�.`�yP W. � '± Il4610 %a4"6N k1_30-61 PAO.IE r 1 NAMF WALGREENS PHARMACY PACIFIC HWY. & GAARDE ST. PACIFIC HWY TIGARD, OREGON pPAWINr, TITLE %M DRAMM AND UTL" PLAN GRAPHIC SCALE 0 10 0 40 � DATE 9 17 99 STORE NO. DpAWNI:, NII _ Project Destign Corars'ultants PLANK[MV, SMINSSRINC and SURYSYINC JMD 0287 176-05780 --No — 1 9 1750 SII SKYLINE BLVD, SUITE 229, t'47RTLAND OR 97221 JOB NO.IN AZT 1 (503)296-6100 YAX 296-6200 DRAWN BKH SCALE AS SHOWN C-4 I inch 20 K BY RELEASED TO RE\AFWED CONSTRUCTION BY PH(; 13939 SW Pacific Hwy. SIT1999-00063 4 of 9 LEGIBILITY STRIP f c . 3 4 5 6 7 6 9 IO 11 12 13 14 16 17 19 19 20 21 22 23 24 25 26 27 26 29 30 71 I I O1 I HON( 0 10z I ►.��,l�J�t , ,1�1�1 ,i1�►LI�.I hIU 1 1111�1111111J :;1.1 l l l l L�-�.LJ I I I I I L I I I I I I I I I I I IJ t I I I I�I I I I I I I I I(I I I I t I I l I I I I I I I I 1 I I I I I I LI I I I I I I I I I I I I I I I I I l.,�U 1J�L1J 1x.11 X1111 L1Ll1J I�HILI� ��1(,1.1.1 ,L tL 1,L.l I I OF III ilm pill .�.w. 0. .nn+....►h .,, . .. e��Yw .. niMM�I'MYpR•'t'�rnl+ne+•.�IM.�Iq.Mnq?YAIMMSh�" •. ,.�'MSO.}M►+MM'.+�1�7MRq^/M;41.n+inN+e, ._-- ... .^MMNMM�eMM•r•M"al�!1wPiFMMa,.+n.`+tM.wwMwr••+»-y.nY . .. ...,wwwv...»...•war.rv+u.......wn.r....y..•.r•M«re+.,waeww,�.�M�.^,!YN►M.IMncM�MMMMM,►.*Mw+rM�r�,w+w.nr0!-r�;1�"ka.rmrr•,.• .•,w•yiw..�„r».._,We..».,.a...rn�.w 1 A r � t .(LATERAL N07ES EWNEER S MOTE T�� Tom' A.RCHI'TFC'"TtIKE D-- 1- WrOW EXCA VA N CON TRAC TOR SMALL KW) L OCA TIION OF LAIVgERGRtXA1M0 U IUTABS AND COOA►IDIENA TE FNS OW WA TER iW,cS LINA U TNGV?/IED CHANGES USES •• •�C'F .�>< NITIy COMPANY REPAESENTAALES. (CALL 48 HOURS PRIOR TO EXCAVATION). W FM"srsco. CA «I" CAUnO k' rhe er gineer preporing these pions will not be responsible fcr, or 1. AN £STWA TED 12 PERCENT OF 1FIVf WATER SYSTEM CAST MUST 6y ON DEPOSIT PRIOR TO liable for, unoutha.-.,Red changes to or uses of these plans. All changes to the t�Arw T�� UTILITY NOTIf1CATION CENTER (503) 246-6699 6E'C�M4dNIC CONSTRUCTION ON WATER plans crust be in Mritin and must CITY OF WARD UTILITIES (SEWER & WATER) LINE$ AND TO RECEIVE A TPW (CITY O- 77CAR0 g be approved by the precorer of these plans. ❑ �"1AL61�' Cw71W.TANT (503) 639-4171 Ex ,184 LDLo1m'W Go1�A TAt�' ` GTE' NORTHWEST (>2'."LEPFION£) (900) 4a1-4100 PUBTJC WCaRtCS� WATER DIVISION) STAMPED AF'PRI(IVAL ON CONSTRUCTION PLANS NW NATIA�iAL GAS (50,3) 22P-2415 INLET '--�-'-- p P70 GE (ELECTCA&ErTV) (8010) 544-1793 2 CONSIRUCrnTION 9/2: AT ALL MAINTAIN »MES` ONE SET Or LPW STAMPED APPROVED PLANS ON THE ^ 1�� 266.50 IE P � Cx*011 ZTYIOM r0y►a,ta, NOTM aDO T (TRAF7Ic' SXNAL S Q s TREE r LI(;H Is) (503) 605-4900 -- 0 Irw.,�l�r w C4XVWAeTe ! (503) 653-3124 J CURBS MUST BE IN PLACI PRIOR TO INSTALLATION OF WATER MAINS IN THIN NEW SUBIIVI9OVS. Construction contractor agrees that In accardornce with general/y occep,ed con- STOIC MOTE ALL El£CIRtCAL AND CAS SERVICES MID ALC TEIEPNOWE SERVICES IM1NM/ Ilil'S SITE ARE 'UNl7ERG�ICX/ND 4. NOTIFY TI'W, WATER pVI9OV, 48 HOURS PRIGYr TO COMMENCING CLNSIRUCTIGN TO struction proct'ces, construction contractor will be required to assume sole and I�ILDI�,� comp/eta respon�;ibil%t for 265 t30 IE 266.50 IE __ ______ AVS IALLA TION`. FOR LOCATION O- CABLES AND .'APR RTENANC E-S CONTACT THE RESPECTIVE COMPANY. SCHEDULE A PRE-CONS TRLCTION MEETING. TEEEPHONIE� 639-4171. 17 lab site coed tions during the course of c equiruction - - - _----- of the o�o�ect, including solely of o// persons and property, that this requirMmant ■ shall be made tc• apply continuously and not be /invited to normo•P working hours, �-- 2. CONTRACTOF' S71AU COORMAIE HIS W)RK WIN THAT O OTHER CONIRACrWS WGW'KWG OW TIE SITE, WaL�q►1NG S. ALL NORK SHALL BE 1N ACCtWANC'E W IN AWWA (AMERICAN WATER KWKS and construction contractor further agrees to defend, ir.demni/y and hold design P INLET NDI�. -- ■ professional horrl/ess from any and all '06'11ty, neo/ a al/egad, rn connection with GRADING, ORA/NAC LANOSCAPIMG, AND 1RR.,A TION. ASSOCLA TION) STANDARDS ❑ the performance o.- work on this project, excepting /rani/ity crlsing from the sole J LOCATION OF WATER AND SEWI£R FACILITIES SHOWv ON )WR PLANS SHALL TAKE PRECEDENCE IN CASE OF 6. ALL "K WILL BE INSPECTED AND APPROVED BY TPw, WATER tXVISaN nag/;genre o! design profes.sionol ��t h �\ lO�'llliL �y ❑ COANVCTS 017H 07HF_R UTILITIES NOT SHOWN Ht-R£ON. \ ,Tyo_ ❑ 4. SEE ARCHITECTURAL PLANS FOR HARDSCA;-E DETAILS AND SPECIFICATIONS. 7 ALL P1PI' AND FITTINGS SHALL BE DUC17LF. IRON, CEMENT-LINED OF NEW MANUFACTURE \\\ 266.30 IE AND MADE IN THE USA. PIPE SHALL BE 'TY70N' JOINT DUCTILE IKON, C7u1SS 52. ALL r-4. 80 -_ S. THE 9TE- SHALL BE GRADED l0 F7N/SITED GRADES OR PROPOSED L:'L r RS AS 910INV ON SHEET C-J f7T71NGS SHAH B£ MJ (MECHAMCAL JOINT) UNLESS OTHERWISE SPECIFIED. OUTLET TH£ ENGINEER OF "K SHALL BE NOTIFIED BEFORE PROCEEDING WIN ADJUST161ENTS To GRADE. a ` TOW a T0' • n,��ar ROTI PLAN N'll R�IIDT AtXi 6. ELEVATIONS ARE TD FINISHLD GRADE OF IMPROVED SURFACE'S UNLESS DIHERWSE NO IED. d COVER FOR ALL WATER MAINS IN STREET AND RIGH 15-OF-WAY SHALL BE 36" BACKFILL _ NTS 7. THE PAVEMENT AND FOUNDATION SECTIONS AND UNDERCUT DEPTHS ARE DIEIERMINED BY SOILS ENGINEER. SHALL BE 314'-0' CRA VEL. 9. ALL VALVE--OPERATED NUTS SHALL BE WITHIN 36' OF FT.NISHED GRADEOTHER . WISE" VALVE` TEP 11 ALL FUl11VDA TI S} TDEEP ENOUGH TO PRF VE7V T 45' BEAR/NG/1 OADING INFLUENCE UNE OIV U AU TI£S OMA TION NUT Fri It NSICNS I NCL 61f REQUIRED. ANO j(1R APPURR TTENANN T T S IRRU(NRF.cA - ,` L .. f0. PC�(1REI) CONCPUTE THRUST BLOCKS OF AT LEAST EIGHT SQUARE F!ET Or BEARING SURFACE ARE REQUAR AT EA(>I TEE, MAN RE GW ^• ctx11o1 or MOVABLE WATERTIGHT CAP O5 AND BEND COCA TIONS (SEE Oz TAIL FOR MINIMUM M+arvA131M K AT aim rAQ wo, KxT 10 ulw BLARMIG AREAS). 1011 �A '" .o.o„ - NOM5A. 11. A 4x 4x 8'-0' PAINTED BLUE, SHALL BE INSTALLED IN FRONT PLASTIC OR DUCTILE IRON - -- THE FOILLOWING NOTES ARE PROVIDED TO GVE DIRECTIONS TO TWCON7NACTOR BY THE EO NGINEER - WgRK: SERVICE LOCATION, AND REMAIN IHER£ .O- EVERY ?-INCH WATER UNTIL THE WATER METER !S INSTALLEDALL WATER2-INCH ,,,� o, a„n r rm" n[.Aw Vann WA TET( SER VICES SHALL c GINS/S T O A MJ x 2' IPI LEE AND ?` IPI 110 COIIPRES51ON rut way aAn .f 11Oe A^'��i 1. INE77HER lkF OWINER, NGI7 THE ENGINEER CE WORK, INCL ENFORCE SAFETY MEASURES OR REGULATIONS. THE FIT7ING AS MANUFACTURED BY MUELLER COMPANY. �101i - CON IRA CTOR 9ALL DIESLGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES; INCLUDING 571OR/NG, AND SHALL a A SECURE To MN WALL w1tH - i 1B- R: BE SOLELY REQ 98L.E FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEAL M 12. FIRE HYDRANT ASSEMB..Y CONSISTS O- A MJ x 6' FLG. (Fl. TEE, 6" FL G. x M/ CA 7E '� "01 '�"�" ' r�AR STANDARDS, LAWS AW REGULATIONS acAw out STAINLESS STEEL BANDS r CAP" FOIL {MIN 2' WIDE) AND . •� VAL VE, 6' MJ x MJ HOLDW' SPO01, AND A MODERN MUELLER CENTURION EIRE HYDRANT, r.4 wow 1/2' 90LT3 2. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES ENGINEER A-442, 6 MJ. 5-114 MVO?, 3-PORT (2-2 1/2' NST HOST: COVIVEC370N, 1•-4 1/2' NST " PUMPER), 1 1 1 ' OF N)RX SMALL Bf NOTIFIED CRF AAY It7vSC�lfPANGE.i BEl11EEN THESL: PLANS AND ACTUAL FIELD CONDITIONS ) ? PENTAGON aPERAANG NUT, CPENINC LETT, COLLO?: YELLOW APPROVED GAP MIITN A Z 13/18' ORI'ICE I •i EQUAL: MUELLER CENTURION A-423 WATERIOUS PAGER 6790, CLOW MEDALLION. 50' MIN SUfFICIfN1CY AHEAD Or CONSTRUCTION TD PERMIT RfVISI011►S TO PLANS !F REVISIaVS ARE PESSARY BECAUSE SUMP O ACTUAL. LOCATION Of EXISTING FACIUAES � ,• o-- 13. EACH FIRE HYDRANT SHALL HE INSTALLED UPON A PRE--FORMED CONCRETE BLOCK WITH 1 I/2 CUBIC YARDS OF CRUSHED 2--3,/4' DRAIN ROCK TARPAPER WILL HE LAID ON TOP OF d ! _. LOCA TION AND ELENA TIONI 0� IAIPROVEMEN 15 TO BE MET BY WORK TO BE DANE S1,'ALL BE CONFIRMED BY MIN THE DRAIN ROCK TO SEPARATE THE R" FROM EARTH COVER. a CONTRACTOR PRIOR TO CONSTRUCTION OF NEW WORK. lTMpA�11ua� ;'ri 'i t.;:. �•, 4. BEFORE EXCAVATING Fop THIS CONTRACT, CCWTRACTOIR SHALL VERIFY LOCATION OF UNDERGROUND FACIUAES. 14' All SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY O A WATER SECTION A_-_.A ILI THE EXISTENCE AND LOCATION OF ANY UNDERGRUUND FACILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS MAIN SHALL BE EM�"ASED IN A REINFORCED CONCRETE JACKET 6' 7HICK FCR A DISTANCE OF - NTS 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUS.' -emr HAVE ILE7V GI?TA,TNfD fFgll AVAILABLE RECIORDS ONLY AND MAY NOT RE711CT ALL EXISfiVC UTILITIES. LOCrAAONS �AnL d,_ OF ALL EXISTING U17UTES SI♦ALL B>` CON-WED BY FELD MEASUREMENT$ BY CONTRACTOR PRIOR TD C'OINSIRUCI)ON MADE AT APPROXIMr+TELY 90 DEGREES IMIH AT NIST 1B' OF SEPARATION BE10W THE OF NEW WOW WA TER UNE. noNA_ WATER QUALITY 5. C) NTRAC TOR 1S REQUIRED To TAKE PRECAUTIONARY MEASURES 10 PROTECT THE IJTIU11' ONES SHOWN IIfREGW 15. ALL MAINS WI TH A STATIC PRESSURE UP TO 100 PSL (POUNDS PER SOUARf IN SNAIL BE LYNCH CATCH AND ANY QMF.R EXISIMG LINES NOT OF RE OR NOT SHAWN ON 7H PLANS. TESTED AT 150 PST FGR ► HOUR W IN A MAXIMUM LOSS O' 5 PSI. W/TER MAINS WITH A C BASIN f 0 W C 0 N TR 0 � MANHOLE F STATIC PRESSURE GREATER THAT 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE "HERE MENC�CS ARE ADJACENT TO FUT - - 6. URE &&DING SITES, SOLS REPORTS SHALL LIE SUBMIl7EL TO THE STATIC PRESS 'F.E FOR l HOUR WIN A MAX LOSS OF 5 PSI. - DK"TR Or 11111M BY A QUALIF7ED SOLS ENGIINEER NHIC CERTIFY THAT TRE1NGl BACIKFILL WAS COMPACTED H V F'.EV 151 ONS DIRECTED BY THE SOLS ENGINEER IN ACCORDANCE W771 THE ON-S/TF EARTH"K Sff C1nCA TIONS. -_-_- NO DATE By DESCRIPTION 7. EJITSTNG UTC711S 57I()W HEREON ARE FROM AVM'.ABLE RIACYXZD,S INFWMATlON. CON/XACTOR /S TO NO VY ENGINEER 16 UPON SATISFACTORY COUPE17L a' 1ESTIM(� TETE NEW MAINS AND CONNECTIONS TQ /11/44 POG RENIEy1l/�MITTAL SET - C'r AQRK Ar ANY COVFLICIS OTR ANY OTILR UTILITIES ENCOUNTERED PRIOR TO NI RACTOiNC WITH OVYCONSE GINEE EXISTING MAINS SHALL BE CLEANED AND FLUSHED WI IN POTABLE WATER PRIOR TO _ _ _ -__-i DISINFECTION. FLUSHING VEL.00IAES SHALL BE AT LEAST 2.5 FEET PER ,SECOND. DISINFE,CTIOV / II/3/qq PDG WA1..bREENS 2000 UPL'ATE SHALL BE /N ACCO,tDAN(r WITH AwWA STANDARDS 0651-92, THE STATE HEALTH DIVISION AND n I/30/gq PD ADDR)=S5 PLAN GK. COMMENTS 8. ALL UNDIERGROUND U17UTlES 31AL.L CC)NFOILM TV THE REQUIREMENTS AS SET FORTH IN THE MOST REIl-NT ED177ON CITY RFOUIREMENTS. THE CON17NUWS FLED METHOD O' DISINFECTION SHALL BE USED, rnTte rAw11c mArcaAL rnra -USIE STITC90 Lis OF THE UNIFORU PLUMBING CGDE, Ai9NfEC17NG MIX7IRE SHALL BE' A CLORINE-WATER SOLUTION HAVING A FREE CHLORINE. 36' VIDE MILS - rAwac wE* ry r ►otrs ,MT R a= San Taw - - NATtR1Al vi urtm win A1�wi RE:570UAL OF 40-50 MGi2. (ANLUGRAMS PER LITER). THE DI9NFECTI•;►N MIXTURE WILL B- V/u% a WW am 9. NOT WINSTANDING THE MINIMUM STANDARDS SEPT FORTH IN THE APPLICABLE CODE AND NOT WnISTANDING THE PREPARED BY IN„EC17NG A CALCIUM/$OIDIUM HPPCXLILORI TE AND N4TER SOILUTICNJ INTO THE - - APPROVAL OF THESE PLANS, THE PERMITTEE IS RESPONSIBL FOR THE DREW NTION OF DAMAGE TO PIPELINE AT A MEASURED RATE WHILF- FRESM (POTABLE) WATER IS ALOVIED TO FLOW THROUGH ADJACENT PROPERrY NO PERSON SHALL EXCAVAIf ON LAND SCT CLOSE 7*0 THE PROP07Y DINE AS TO ENDANGER THE PIPELJN,E SO THAT THE CHLORINE-WATER S0i.UAON IS O, THE SPECIFIED STRENGTI,' ---- ,wY ADJOINING PUBLIC STREET, 'WWALK, ALLEY, FUNCTIaN O' ANY SEWAGE DISPOSAL. SYSI'M TREATED (CHLORINATED,) WATER SMALL BF RETA/NEU IN THE- PIPELINE LONG ENOUGH TD � f'1A9rI,C OtR PRIVATE PKQPER 1Y MI1HpI T S1,ppO1R T1VNG AND PROTECTING SU("�! PROPERTY 17NQAI CRACKK ---- - _ DESTROY ALL NOVSPQRE-F!',?MING BACTERIA. TYPICAL RETcNTICJN PERF IS 24 HOC/RS. AT THE ERCGWC1W, SIL ANC, SCOUR, OR OTHER DAMAGE WHICH MKG17 RESULT FROM THE WA017K Df SCRIBED ON THESE EMO OF THE 2;--HWR "00, THE P11PEDWE /S TO HAVE A FREE CHLORINE RESIDUAL O- AT PLANS. THE PERMITTEE IS RESPON57BL.E FOR CORRECTION OF IMPROK-MENTS W 41CH DAMAGE LEAST 10 MGIL AFTER SATISFACTORY CHLL-eNATICAN, FLUSH THE WATER FROM THE UNE UN AL "�"u�T PROPERTY 1NE WATER THRI, GNOUT THE PIPELINE IS EQUAL ChIEMICALLY 41VO BACTEROLOCICALLY TO THE �pNT v W S _ _ -CATCH 1 ASIN LREA DRAIN '�/ AA�y�j'j��' PERMEANT SOURCE OF SUPPLY. W 6EWR 7►�.//L 5 DI_�OSE OF THE 015'NfTCAON WATER IN AN APPROVED MANNER. DO NOT ALLOW DIVNFEC77ON - - ----- --_ WATER TO FLOW INTO A WATERWAY WITHOUT ADIEQUAIE DILUTION OIR OTHER SATISFACTORYMETHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL. AS MANDATED BY DEO. AFTER - � xT►+ E►ms or rnrFR rADrttc A A I. ALL MALL BE IN ACO1Yi'DAN(E WITH Af MOST REGENT fDIlIOu! OF THE CITY Qr TIGARD .'iTANDARU �7'ECIFICAITAYS DISPOSAL AND FLUSHING OF THE DI9NFECTIav SOLUTION, rE,'�E To am 1s TRArrED �IE� ----- --- AND THE' UNIFORM PLUM81NG CODE. THERE IML( BE ANnlHER 24-HOUR 1LOW RETENTION PERIOD PRICAR TO BACTMOxOG'CAL TF$11NG BACTERIC)LOGIC..AL TESTIS WILL BE ► .M �Q rLm rAt)11t TAKEN T 0 T PW. - -�_' 2. LOCA AGN AND EIEVATIaN OF EXISTING a'EWE'R FACILITISH,4 ES LL BE' CONFIRMED BY f1EZD MEASUREMENTS a n r x111. P" a tfm D �r ►.1� rata - -- -- --- ---- - - ANC FXOAVATION fXPI.CIPATION BY 1 CONTRACTOR PRIOR TO EA''ANN/NG NEW WCaRK. NOTlF7 1Nf ENGINEER OF 17 PROVIDE AN MIPSE NO. 0-9 SAMPLING STATION MANUFACTURED B1' KUPF7�R7E FOUNDRY, r. r ros7:� a xmc+ous. n R �+Aua PLAN - ^- -------- we ATTAOI W M U UK W SiIFT7CIENTI Y AHEAD OF TMOf OF ANY DISCREPANCIES MOR TO COMMENCING NEW WORK. ST. LOUYK MO 63102 THE SAMPLING STA TION SHALL BE 2*-0' BURY, WOTH A 3/4' F IPT TPVIE W + m•0"nu arm u r>t,o, - (FELIIAL£ IRON PIPE THREAD) INLET, AND A 314 UNTHREADED HOSE' NOZZLE'. ALL SAMPUNG GYlRNISH T A SHAM B£ RESPONSIBLE '0 ADJUST ALL SEWER MANHOLES AND STORY I)R.A/N CLEANOUT$ STATIONS SHALL BE ENCLOSED IN A LOCKABLE. NCIN-RF.MOVC-ERTIFIGA'rION AND SEAL T O I7Nt q I PAVEMENT GErALaE. wWIM AOF'EN£D, THE SAAIPUNG s rA ITAV 57{ALL REpNRE No KE U �1 n S HOUSING. S E D I M E N T FENCE DETAIL rl.w WILL Flow MI AN ALL-BRASS 0IE7tWAY. AU. WURKING F ARTS IMLL BE O- BRASS AND - I'j/�j BE* REMOVABLE FROM ABOVE WOUND WITH NO DI(>apNG. A COPPER K NT TUBE (STANDARD) �A 00 I ►#aJ!!9!!Y C.t!lT11'Y ,�T P�� U ENABLE T?1E SAAIR• JNG STA TION TO 9E PUMPED FREE OF STANaNG WATER TO PREVENT T►�IW �, . . 1.Aw AND IxDUPI•- FREFIIN(h AND >D MIN/AIIZE BACTERIA Clrw'OWTH. THE EXTERIOR PIPING IML( 6E BRASS ANDA GATM Il"AO rp"*A#d/r h! Olt IRam IMY T �►• �, 1 ALL GRAI AdNf' ST•IALL SU DOW IW ACCORDANCE WIN PLC STANDARL) SPECIFICATIONS LISTED IN THE ARCM7ECfUARAL 114' BALL VALVE SMALL BE PROVIDED IN PLACE' O' THE 1/4' PET COCxC ON THE VENT PIPE. /' SECTION A-A sA95RVI ION AMP ,fir 1 1�5�32 AMI A .1f 1M11TO!!D SANS, TI+E MOST R£taE7vr ElllTIC>rV OF THE UIMIET,IRM BUKL>�NG CORE AND THE (,E01fGHMIICAL /NVESAGA TI(1N 1� TPw WILL INSTALL ALL CODPER SLRV}( SAND SAMPLING SrA AGMs PRIOR ro SURFACING / DITCH INLET �e A It-T alt a gqW �C , REPQRI E7VTITIED ' GOETECLMMCAL ITVVFSAGA;Ipy FOR P p W;CIIIEENS AT SW PA(.I'F7C HIGHWAY AND OIF STIIEFTS wAT1'R METERS WILT BE INSTALLED BY 1>'w UPON Mlt'7VNUUAL REOC/E�T AND �,d�� L"a IW r' iM OP IM OW00" STATIC O� 011etON SW C.AARL7E, 11GAld0, OR. PAYA�NT BY DINERS (()MINERS). ALL NIATER ME IRS CONNECTED TO AN IRRIGATION SYSI£1N �,,,�° By IMI' I>i/11i7 Cf, PRE AREo B>~ POS EA►VIIROYNIIEIN IAL. DA LEU JUNE 10,1999 FOR JMD ARa,�,E cTUR�• B�O F I L T E R BAGS DETAIL °EOL �?o H. MUST N�iVF_ THE PROPER GNIEGaN STA 1F Af'PIROVED BACKFLOW PREVENTION DEVIC�r M/N!MUM s �,:�•:•: ••..- A DCVO +' '': s ': OF (DOC�,E CHECK VAL VE ASSEMB!Y) INS TALLED am THE PROIPER TY SIDE OF 1 HE r b •;!;• ;R:. Z. ALL GOAPACThG FILL A/A1ERlAL UtNDIER S1RL/ICILR£S OR MV PARlfMG AREAS 10 ESTABIJSIH PROPER SUBQPAl7E �•• •';..:j.'.. v'dur ,��►'e,; ; MBI LER WIER. IN ADOI TION EVERY METER FOR COMMfRaAL, MUL TI-FAAOL Y, 1NDURS TIAL., AND • ;•, ;-:A' .•. SIiALI PLACED AND COMPACTED UIVDFR TW 06SERVATM OF A SOILS ENUNEER. AVS77RJI NAL SERVICE', REGARDLESS OF 92'E, SMALL HAVE THE OREGON STAIF. APPROVED � " ' ' ' PRO.EcT NAW BAG7fF'l.OW PREVEN 7TON DE111CF. AIt1AfNU1l Or A DCVA ANS TOLLED ON INE PROPER TY S O 1Hf : • W A L G R P E N S PHARMACY 1 RErAIMM6 WALLS SHONN ON THESE' PLANS ARE ft71R pNlWHA71ON aVIY. A SEPARATE &/LLMC PERU AIIEIER TIE �11ENTION/ DEVICE 9fALL B>L" MI.STALLED AND TESTED BY THE OWNER, MITU THE � � � REO�D. ����r�� � IMMENOW RM IS FgRll4MXD TO MW WA/ER DIVISION, ER ION, BEFORE WA TER SERVICES CAN WG7N. � PACIFIC HWY. 81 GAARDE ST.` „ 19 UPON CO LEMN AF INSTALLATION OF THE WATER SYSTEM, TILE CONMACTOR OR ONNER PALLETHWY PACIFIC TIA IF aR WY 94AU ADVISE TPW OF 7W TOTAL CONSiRUC71oN COSTS Tiff W#CaH WILL. BE ADOIED 10% FOR _ MW NSPE m WATER LOSS► OYERWAD, ADIIINN MA 7- 0( &WRMC� ETC AM 2 X FEIR v+tA IRS TITLE p�W. STATE FAY, 1 4 Y DEP I• BRASS DISK N TW SIFCOW STEEP A T THE OAMMM REWW, ML •A$-M r AR W*S, UPDA TING MASTER MAP, ANTERSIfCTION GRAVEL C 0 N S T1�!J C TI 0 N � 3 AND ,per ". oI►TRANc�' TME WAWGIPAMQE "LAPr�Our. ►/ro AI/. N.E: OF IK MAPS,STA S MVVJM'CENTRANCE D E T�`��I L TILOIV OF S.O A (D T. AMO PAIS MMWB R209 199. !'AffBAlN�1 OF VALVES N,� DATE R�Il/" STORE N0. D1Q�Y'llNIS NO Project Design Consultants - LINE' J0.'- t97G El£'YDIMIV ?89.JOT PUNNIMn VVINEERIM3 s"d rSUIRPEY1mV -I"m I'76-Use 0261 60 /1.60 S1r SKYLINE BLVA SUITE R18. PORTLAND OR 97,?21 ` (60J)tY8-8100 FAX 2Ae BP00 V%LSCALE: AS �OVUM A% Pfd EKH - BY. C-6 1�1.ZAWV TO Rev!�EI� � GG1i�TRI1.�.TlON DY 13939 SIN Pacific H SIT1999.00063 �Y.... _ ., . ..w,w.,a„u, -- _...•- ..�. - _.,,....... _ -- ..___..-, _ L 5 of 9 Lir...,...,. . ._ ...,....-_.. ,,_........._...._..,.._-._.--.-.._.....,............_.» Cm 1 ""!IIIIIIIIIIIIII!I i IIIIIIIIIIIIIIIIIIIIIIIIIIIIulluilllll,I LEGIBILITY STRIP O I z 3 g g 7 9 110 III 12 13 14 IB 17 I16 119 20 21 23 23 24 215 28 27 28 29 30 10 mm.l cm ZI I I O1 Q J b I INGNI IIOLI rwIIWIWII.Wl�111 i .��J.>J�l�l.a�� illll!>1�i�1tJi,IBJ.I.!I.1.DLII_Ii1111.1IIT"I1.11111.11111JI.I.I[ITII,IIII1IiIIII I bT1IIIIIIIIlIIIh[Il.��i1Ll.�1LI�Ji.1�lL1L�11�1.iJJ>�>l�l�liJ��1�J>Wa1�11.u� . 1 , .. . .. ,iI1N1.^�.MMr' .......�,.y....._....r....._w....�.+wr....., ..:.-,....-...n........ .. ....... ...,, w.._._.nw n•w r .Mw w...rrww+w.l.+....-w.+r.n ....,.......nwn+.�-..w� rw..w........r..r•.....r� w...+w...r.»rn.-...n.•�..... ,...+,..+.1TI+r.w..e.yp..y.y,�'.M�.� . «tiw..u.w..rMrYM.Y+W.wr.YrMNllw'a..lM^V.. wk. 4 y I SIDEWALK ADJACENT TO CURB ARCHITECTURE k_2 0' CITY WATER DEPT STANDARDS PLUMBING CODE 18" CAST IRON 910 VA Q VALVE BOX TOP THRUST BLOCK CITY APPROVED DRAWINGS/SPECIFICATIONS BY: ye" BREAK FLANGE SIDEWALK J RETAINER GLAND BACKFLOW DEVICE FL/NGE COUPLING ❑ I WALORE'r`NS' CONSUL PANT MIN 3MIN. ADAPTOR LANDLORDS CONSULTANT 6„ MAX. ( i?” MIN ALL CONSTRUCTION WORM,UNL.ESS NOTED OTNERWISE,BY: `�i, i1\ `` .• • WATER METER - FLOW ❑ WALGREENS' CONTRACTOR , • , LANDLORD'S CONTRACTOR \ , MEGA FL.G 1 F,4 � DEPARTMENT / / l E DE EN ` --�f4` DRAIN R1•K � � � �• �- . . \ PLAN FLG OR EQUAL — b�' � CONNECTION `-STORE BUILDING `- TAR PAPER (MOISTU /�� � - _ ETER BOX 6OPS ONS AT THIS 6" DUCTILE IRON PIPE MI LOCATION OSHA APPROVED LADDER 1 24" MIN RESTRAIN ALL JOINTS W/ NEW. - i` UNION EACH SIDE DOUBLE CHECK WITH ALUMINUM LADDER _ REMOOEUNG ❑ NEW.......... . "FIELD LOK" OR EQUAL GASKETS VALVE ASSEMBLY EXTENSION BY UTILITY .. EXISTING....... -- - ------ RELOCATION.... �- —�' z7 1:1•- � � VAULT ❑ CONTRACTOR TO SEAL ALL NEW SHELL ONLY ❑ 6" MEGAL.UG RETAINED PLAN- �� \ OPENINGS IN VAULT WITH OTHERS....... El� ,�- / \ \/ - NON SHRINK GROUT PRIOR GLAND (EBAA IRON ,. TO BACKFILLING - CONCRETE PIER 6" GA; 12 - 18 3 • �' VALVE •\� /�\// I �//� " MIN. 6 MAX. BLOCK FLG. x M GROUND LINE J. \/i �-_ DRAIN TO CURB OR - -_ _._ DAYLIGHT SIDEWALK NTH PLANTER 2 0 - M J x 6" PLC. TEE WATER WE TER 6" - 1 Lly STRIP AT CURD p I-_._ _--- •--=-_ _ 3" MIN CLEARANCE. SIDEWALK ON OPENED rr 3" MIN. BREAK FLAN OS&Y VALVE MAX. GE MEGA FLG OR EQUAL CRUSHED ROCK BASE � , IMINE CHECK VALVE NOTE: ii. ELEVATION CONTRACTOR TO INSTALL ~ RODENT \r� _. _ CONCRETE BALLAST 3 CU. YU. STANDON �_yL SCREEN I. HYDRANTS TO BE MODERN MI-I'( 1-LER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4" MIN. WHERE FLOODING U MVO 3 PORT - TWO 2 1/2' PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: BOX SPECIFICATIONS "R1Pb STAND A. OIL RESERVOIR HIGH GROUNDWATER EXIST—z0% DEVICE SITE BOX TYPE (TYP,) -� DRAIN TO DAYLIGHT OR { B BRONZE ACTUATION NUT — _ C. BRONZE SEAT RING 3/4" - 1- BROOKS /1419 SERIES OR EQUAL INSTALL SUMP PUMP CONTACT CONTACT CITY FOR D. WEATHER SHIELD CAP 1 "1/2' -- 2CARSON 1730D P15L OR EQUAL ELEVATION / PUMP SPECIFICATIONS E SAFETY SLEEVE COUPLING --F. THREADED NOZZLES WITH "0" RINGS G. NATIONAL STANDARD THREADS INSTALLATION SHOWN IS ONLY A SUGGESTION. 2 SAFETY CHAINS TO BE REMOVED. 12 12" MINX BY DISTRICT FIRE MARSHALL. " MA 3 HYDRANTS TO BE PAINTED USING R- 1317 SAFETY YELLOW OR AN ALTERNATE APPROVED I. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. FIRE DOUBLE CHECK VALV! ASSEMBLY FLOOR XTO BOTTOM _ 4. HYDRANT 10 BE INSTALLED 'TRUE AND PLUMB. 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST UTILITY VAULT OR •EQUAL BILCO DOOR OF DEVICE 5. NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT. COCKS IF BELOW GROUND It S TALLA(TON. SIZE WITH f D.C. w1T110UT F.D.C. OR 6COUAL 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. �4 676--WWA 577-WA -SAL 7 VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO, 503 OR AS APPROVED 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, 6 , 687-WA 67e-W6 J-5AL BY ENGINEER. AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 6 5106-LA 667-WA JD-3AL 8. 10 5106-LA THRUST BLOCKS SHALL NOT BE PLACED Al HYDRANT LOCATIONS. FOR INSTALLATION. 2106-LA JO-3AL_ • CITY ENGINEER APPROVED EQUAL wwwK•r. cMow[c1wMG 0[rMfll(Nt AC&J'J<T1N I. OUENAt NO SCALE AOtI�T111 P.DDIJ[NAf 00 SCALE � A1fUST��oDtJ[NAS 40 SCALE ,r p,o a„ FIRE HYDRANT DM HIM cl ar�cww W M%WNT _ � cNa.+ccl�c a►AR1K111 DOUBLE CHECK DETECTOR Mw a■ m n an DOUBLE CHECK owc No. „�. �ara ,��. owm No. .wa anca+l.•wu �rw as waa wra a"�. `. �c�,;a 1,46 AssElllleLY 542 �►v ,�«e "111110111k 1111111ILM = �,.. ASSEMBLY 530 �zo► a ,Iql„IIp � �'�.1 _ �� VALVE AMMO�Y 533 M"oft MR � 1/�.LL MR � MIOrK GILL[ RE VISIONS NO DATE Br DESCRIPTION 9./17,/99PDC REVIEW/SUBMITTAL SET 1/3/99 PDC WALGREENS :000 UPDATE _ , 4 1/30/9 POC ADDRESS PLAN Ch . COMMENTS fi CEPTIFICAIION AND SEAL I HEREDY CERTIFY THAT THIS PLAN AND SPECIFl- CATION WAS PREPARED BY ME OR UNDER MY DIRECT S IPERVISION AND THAT I AAA A DULY REGISTERED ARCHITECT OR ENGINEER S ATE THE OREGON THE y AS SIGNIFIED BY MY HAND AND SEAL. pd � C Ll*.io PROJECT NAME WALGREENS PHARMACY PACIFIC HWY. & CAARDE ST. PACIFIC HWY I, TIG.ARD, OREGON DRAWINI; TITLE CONST ICTM DUALS DATE 91,17199 STORE NO [)RAW!N(., NI` Project Design ConsWfants 176-05780 PUNN/NC, RNGIffirClUNC and SURVEWNC JOB N0JOo�87 -- 1750 S9' SKYLINE' BLVD, SUITE 229, PORTLAND OR 97221 B . Sf,ALE AS SHOWN (503)296-6100 FAX 296-6200 DRAWN 8KH By RELEASED TO C-7 RE,AE WED CONSTRUC TION Br RHG _ 13939 SW Pacific Hwy SIT 1999-00063 6 of 9 CM LEGIBILITY $IKIP G 12 3 t 5 g 7 e 9 10 1 1 112 iQmn.itm 13 14 18 17 18 19 20 21 22 23 24 25 26 2? 2H 29 ;30 . _ E1 ( I OI H�NI B IOZ $ b � -�1' ' t 1 til lilaJj,La1JI�JU1J1111.��111 1L�J�11�1�1.L�IULI J_t11.1�1t�.tlll�Iili��J►1iIIIIIIIII111Ii�IIIIIIIIII!IIlaI11.1f..iIllJ.lilt.�LLILI,LIILIILIiIIIIIIItIiIiIILIILIIIIII�IIifIIiII��IIIIIILL�II�IJ1.1.1��LIJ_l►IIIIf IL�LIIIII 0a iY - .: - .. '. .. .- .. lTlYM1P ppLIw,IMrMM�•',NAM.,r" w ..n ., .; •yY� MMK�•M.WYt�.y.M.Ikw,yYyk,MrsrM.NVM1.1M w.. -. .. - ..... -.. - ,... - .. J .- .uIMMY+•1'.IMN�:SIM•. ! �I SHEET NOTES _ RETAINING WALL, SEE I. ALL OFF=-SITE WORK 5F% 7YW WILL BE sJBJEGr t0 ._� --ADJJbCLI'IT �� CIVIL I NG5 . I NSTAL.LATI OW CON5TRJC TI ON PER I APDL GAESLE GI'fY�p EXISTIN13 CHAIN L1NNK GOMMERG�AL DETAIL IO R C HITE C T U R E , 5TANDARD/DerAll_S. CO'N5T7RUGTION 15 TO �F`ENGE TQ REMAIN PROPERTY 5.1 GONPORM TO ALL APPLICABLE 5T,ANDAR175 WITH 114E CITY EXIJTINf� TRA: � •4 'OQ"E Iq'-0O. Q� T16ARD. amu+ r�CLSM. CA 04106 ENGL031JRt TO BE -X - _ - oez wrssloa atx surnt 041 EB T-rrr- r. r Y RF.t4odEU AND - '.'.'. 'T'. 2. ALL WORK DONE IN THE F'UI°J1.IG R16HT-OF-WAY MUST BE BY RgPLAGf.J WITH NEW .. - ---^ _ _-. _--- __ - - - :,:,',:,:-:,:•_• ,:,; ,•,• B HE G ITM CMiAYIINbi.'GIPIGA71UNri BY, I TI I A CONTRACTOR PRE-APPRliVED Y r TI*ARD. L N) LO'JURJ! '. .• -EX N{S 2 4 !=] I 1 '.' '.' ❑ rO44diEENS' CONSULTANT AD.IAGE:T1r TO 5105VAALE T 3 =- b DUILDINb 1 REMAIN, SEE 3 T`r'P. 3 • i� 5 .•. . .•. •._. 3. STAMPED CONCRETE TEXTURED WALKWAYS SHALL BE OF r LANDLC�tD S GCM'�uI TANT F .,:,.-:,_, •. C i V IL DR1.W11 J 1• O 3 •`-:• •:.;...:...:,•.. •. / A FAVI NS SECTION PER DETAIL 2/AO 3, AND SHALL MEET �y /'. THE RE0UfREFR:TIT5 OF 03SG 5f!GTILM 1103.2.3.2 ININ15H ALL LONg7RjJG7;ON WpRK.UNLC53 NOTED O711LRWI'�E�Y. • `. .Q e SHALL BE AS FOLLOWS: JOINTS AT 9'-0" O.G., MAX.; , . • • , , , - RETAINING WALL, SEE ; w,' / 3 4 i- , �'? i 9ROCIM FINISH; 3" FLOAT FIN15H A � WALbRl=CN9' CONTRACTOR II6g _ \ 7 .3 3 N cl . . . . . BORi7ER T .►DINTS ALL LANV��GAPING AND ,•.•, •_•,• I CIVIL 10 / (' • ' I I ? _-- :•:•:•:•:•:,., ARUUND; OR AS OTHERYY '.E APPROVho BY THE . LANDLORD 5 GONTWAGTDIt X TIN YY1pp FENCE +. 3 ARGHIT'EGT TO MEET REC.UIREMENTS OF 0556 5EC TION O 9GREE`N F F . . . . 57 v / rn' :.:...... ... ...' / % 1103.2.3 2 AND THE APPROVAL OF T}iE t9UILDl1�6 OF1' GIAL. STORE BUILDING HEADLIF+4 _ _ of -- - - -- - - -•� - - - � Q � � \ � _ /. �' 4. WORK �K�1WN ADJACENT TO. OR NEAR P�R,OPERTY LINES DR�V�-THR °, •.'.'. .' '.'.' I Q -- o . .:... . :.'. f 5K�►1RZD WITH AVJAGENT PROPE Z NYs r*eR5 `HALL IN NO NFw. ._.. O 4 _ 1 WAY 8E CONSTRUED A5 AJTHORI I THE CONTRACTOR OR REMC)DELIN6 .. ❑ � • LANDSCAPE PAN . ._ „ \ iHNlj "� ' L • �j ANY OF THE GONTRACTGRS PERSONNEL. SUB-rILRED F K F•LN4TINIS , • •-• , , • 150'-0QUEUING LJA Q - r / ❑ EXISTING...... ❑ SPECIFICATIONS .... . .: ' � Ih'-0"# � � ` C.ONTRA,GfOR9, MATERJAL gUr'PLIERg OR EQUIPM T q EN ITJaLOGATIOfI... ❑ � SUPPLIER5 TO EITHER ENTER INTO, ENCROACH INTO OR NEA ELL ONLY DETECTABL " 0 PERFORM WORK ON THE ADJACENT NElbi`450R'S PROPERTY. OTMIERS........ - " S ANY AGREEMENT BETMEN THE ING SUADJACENT P12QPERTY OWNER G�TRAGTOR AND TFIE SEE DETAIL3-O ALE55 TO AVJACE`NT PROPERTY SHALL BE IINDI EPENDENT FROM THE 5f1 -- Q \ / AGREEMENT BETWEEN OWNER AND GONT'RAGTOR. OMPAGTOR I ' '. •. I ` y0 :•:, \ •. / 5. WOIRK ' O N OFF-51TE IN THE R16HT-OF-WAY, OR IN W +: • . • •• Iq -0� \ EASEMENTS ON ADJACENT PROPERTIES SHALL BE `o -•••' ••• { I q _- �' 1 / COORDINATED BY THE &OVERNING UTILITY OR JURI5DIGTION, AND SHALL IN NO WAY 9E CONSTRUED AS NI• O. j / % ! AUTHORIZING THE vONTRAGTOA OR ANY OF C,ONTRACTOR'S I. I I I ?7 /� PER50NNEL, S -TIERED CONTRACTORS, MATERIAL S 2 p j SUPPLIERS 01�i EQUIPMENT SLPPLIERS TO EITHER ENTER, z 3 ( • �� I ENCROACH OR PERFORM WORK IN SAID AREA. - • .•••• •- � •• . / 6 SEE SEPARATE PERMIT DRAWINGS FOR EXTENT OF +'• '� � RIGHT-OP-WAY ;MPROVEMENT5. { n -- Q •a m I A* / EXISTING WOOD I. (TOTE t BALE I - .' PENCE TO REMAIN �, ' EW Lam„ -� i SITE DATA PROJECT ARE", • b � `�.'. / TOTAL DUILDIN6 AREA. 112'-0" X 135'-< " ■ 15,120 50. FT. � 1111•- I Iw6t ►i .d I4 -�� . ir _ •.' •, : -- 1 c : a. TOTAL SITE AREA, 66,5ib 50. FT, . FINISH FLOORS 2'14 9 •.'• �'.'� / i 12'-O" _ b BIKE RACK, . .'. . '• / LANE)� APING REC UIRED, 1596 12 4"16 50. FT. SEE DETAIL \ / LAND5CAPINdS PROVIDED, 7096 � .'. .'. 1 I � •• •• j � 11,2'12 50. FT r`.'\RKINI5 SIM. 00 • :,:,:, NOT ENTER I PfItOViDED= RELOCATED -- -� - ... ' �. • STANDARD: 9'-0' x I9'-0" 53 5PAGE5 TRAN5FORMER AND \`\ / �' / ACT. y' -0" x Il'-O' SPACE 5 CONCRETE PAD - Do TOTAL: 63 SPACES ISTING \ , 3 _ l•__ - p \ /TRANSF RMER I R • • x.94' SHORT-TERM BICYCLE PARKI►�= R,EQUIr'ZED, S 5PAGE5 51-0 3 \ RELOCATED SHORT-TERM BICYCLE PAriKIN6 PKOVIDED, b' S STALLS Q -7 STALL 5 / 5 SPACES ',',', • 4'-0" ■ 27'•-0" � • q'-0" ■ 63'-0" 14'-2' \� � ! . Q DETECTABL_E \ i . s WARNING \.� / No DATE BY DESCRIPTION ..'......., b. ACE ,ry ARA OF FUTURE LEGEND -- ; 6 .'. . . DE AIL 12 EDIGATIQN O • q/17Mq 3-TO REVIEYV`5U8MITTAL SET 1} • •.• • -:•.•:•' 'J TATE R ODOT I I r3/qq JMD WAL6RFEN5 2000 UPDATE ` :. .: . : . .'.' ;p ,• •.•.•. .•.•.' L� 11190/4 JMD PLAN CHECK COMMENTS -�o�• , `� 5 ,� L<\NDSGAPED s - 3 b / ARLA - • �. 5 /• / - --- /. --- - CON EXISTIN$ '.' . . . . . . • . . . 4 ST Sal \\ / _' PAVING _. T1�tAF18FV•.,'.�.P. s I1'�/' 9' " • 'J'b'-V" 6 STALLS • q'-O" _ '34'-O '•' • '•-•'.'.' 9 ' ^ b• � LIbHT POLE - - b STALLS • 9'-0'!g4'-0" 5 STALLS • q'-0' • 45'-O" IS ,f o-� - - . . . . . - - / SEE ELEC. DN65 � 4 •��� �°� ARCHITECTURAL SYMBOLS -- .. ,.� .... . . . . . . . . .'.' '�-� ,:• r g I •.'V 4 A9.I 2`'�INTERIOR EL€VAT'ION NJMMR - - .. .r.'•.'• •'• � •.:.:.:. .:. <) ,: / /SHEET NUM@ER 7¢ � . + EXTERIOR ELEVATION NJMFlER N 7g�2 j43e. &. ..:.:... :.:... .:.. .::' •• - . . :.; :•:. �o � --- I SHCET N*-WR GR:RTIPIGATIQN AND SEI1�. LINE OF PUTaRE - P .� . . . . . . . .FIB • f _ - *00• w, . - . . .4 ;i'� -P,LON SIGN WITH RJOHT-0F-WAY, NO �p R ^- . . . PERMANENT STRUCTURES OR rt 20 •" READERBOARD, SEE ESI 'T'S TO DF! 1 '• . SHEET A" .I THIS PLL.ANGANDIPSPETHAT �B►.JcTNn� THIS AREA CIFI A SHEET N1MElER LL SECTION I► R CATION WA5 PRI�PARED BY _ Ra)TE OF 95' VISION a /� ME OR UNDER MY DIRECT AGGES5115L.E (,4ZdWA�Es SUPERVISION AND THAT I TRAVEL TIRIAN6LE ARCHITEECT A DULY�aEN&INEEER UNDER THE LAY" OF THE AS 91bNSTATE IFIFIED BY MY HAND A - GRID LINE AND SEAL. ,�- R � PR.p.,JeGT NAME T" •► '� WAI.GREENS PHARMACY PACIFIC HWY. a GAARDE ST. y `D_ETAIL. NJMBER ® KNDOW MARK 13935 SW PACIFIC HWY �.�'w!:t Nle- ',nal�, �9ON D1lAYWNG TITLE' A '7s' "LL'VATION MARK I S KEYNOTE MAPK 54 TIE PLAN - �- DATE qMI" STOA! NO. DRAT TIN• NO. r V DOOR MARK Rl<VIgION MARK O?a v 116160 p r JOB NC. SGAL9, I'•2Q'"O' FL AN DRAB« IJ�a.JY A00OJIT J• x -0. •Yl REB"EA6w TO rs� 13939 SW Pacific Hwy. ; � SIT1999.00063 , lot 9 # r +rww....at+MtMW»alw:: cm �' III • LEGIBILITY STRIP O 2 3 4 5 6 10 I I 12 13 14 16 17 ''6 19 20 21 22 23 24 2'5 26 27 26 29 30 Oma . �m E I 11 01 q I 8 $ b Il N 1 0 10a �-���� 1.�11111�1�.1.111.11�.t,�1.�.11.L1L.1.�.t.�.1,11J,a..llll�l�l�lll�l�l���l�':�I�I�I�I�I�I�I�I�I�I�I�I���I�I�I�I���I�I�I�I�I�I�IIIIII��I�lll�l����li�lll���l�l�l�l�l�l�l�l�l!III�I�I�I���I�I�I�I���I,IILi.1IlI�.I�11.1..�11�lIIIL�I�IIi�lll�l�l��Cz . �, »„ ► •.M.Mrp...F+PIN IMP M`A•rw,pr„.,.,.,.+.,..o.,.....n..-.:.�...a".....,.x..,wMw.........,.,.i»...,`..".,.r,. . •..Ma.nrp�lr v. NOTE: a RETAINING KA", Six �Y 41 516N 15 SET BACK 12' FROM Chill- DRAWINGS AND �' 0 PROPERTY LINE FOR 3 DETAILADDITIONAL 12 10 3 5 s " 11 Fn 516+4A611! AREA 5F OF 41 RCHITECTUR ` V**M L STOPS, SEE PYLON 516N �--� `L SHEAT AO.i FOR 41 � T 6ea. MOWN niacin•. sum ml SAN rRANC19CO3 CA 94166 RFADERSOARD, LOCATION AND / ° ° n ° 0j� -RAMP SHALL HAVE FIRM SLIP- RJ:515TANT SAGE pETEG rABLE DRAYrINt�S✓3PtJGlf'IGATION'S DIY. SEE SHEET A3.1 •y �!, \ DETAIL � � � W �- � p p � � � � — WARNIN65 OVER ENTIRE SURFACE - ------- --- - ---- - --- %411 141, `� �..� /� �Y �L "_-"- �! c 1, �, Qy ° �' La c_ As REGI17 BY ©RE60N ST'RUCTURAI_ � p � n SPECIALTY GODS, SEG. 1103 2.Z 7 � � r^ EN9' GOHtSUI.TANI' 4'4.1- 00 g"- 7 ..>, y LAHax.oRD'5 COW&&TANT 1103.2 3 J, TYP SE-E DETAIL w C v y 1, �, ° ° 3 All GON51RtJGTION ►^IDRKJJNLp,95 NOTED OTHERA15E,BY, � ❑ YIAL.6FtJEENS' GOHrTP.i.GTOR \ G LANDLORD'S CONTRACTOR y W V, V1, \Y �Y 4o, J+ 4, 41`L y'�/ �l, W Vi y J, .l, RAMP SHALL H VE RE5151•ANT AGE i ��q DETEGTABLE I NNS R `---- ►1EY't..........y � � W y � y � � � � y ENTI/ZE 51JRF ANEriORE60N STRUC ,L ILAN05CAnE 1� --------�- - RI�MODELlt�i`l' ® `l' 1� •l, V, 41 v 41 SPECIALTY CE, SEC. I RELOCATION.. ❑ EXISTING.. ..1109 2.2.'1 S 112 .1, TYP. ,EE 15L.�NI�. SEE DETAIL I SHEET L? q 1 NEA SHELL ON y ❑ 12 I I OT'H�ERS........ ❑ UNIT PAVERS--- y �l, L y 1l, �l, 1l, 51 BAO OF PLAN AT RAMP PART, AL PLAN AT P,AMP S 6N FOR � � .b �Y ✓ �l, y U, v ° ca) -- — - - ✓ ACCESS TO ',� I/4" ■ I'-O" READEABOARD cs ° 4" WIDE PARKINb -'' 1L ell 11, �L �1, �L sJ, %l, 4- �L ° TRAFF I G PAINT 4d ' ° 5T"R'PIN6, TYP. d d 4 111 _w y y y W � 1 yam, y y y v �l 1k 41 Nk 14o, AREA OF F TURE 2 .v vii v, Nie 4, .t. �, 14, y. ,y .V .v < ° ° DEDICATION TO D l� D / STATE PER ODOT �- \�_� D D s 4 -— ---- L � � �L �y �l, �l. �l, � � � � � RAMP SHALL H -',,E F i RM GA r '° -° SLIP- RESIST. I' SURFACE 4 __-- _ L `�' `� v' b ° AREA OF VISION t DETEGTA SLE WARNINGS !j l `l' p9 `l' ° ° ° ° RAMP SHALL HAVE FIRM SLIP- GLEARANGE AREA OVER ENTIRE SURFACE AS RE5i5TANT SURFACE ! DETEGTABL J, �l, w �1, d, �y ° REO D BY ORE60N �> •� `L `L � y' / WARNIN65 OVER ENTIRE SURFACE 3TR JGT'URAL e GIALTY - \ — A5 REOV BY OREGON STRUCTURAL `L" �' 't' `►' � y / Nv � � CODE, SEC'. 1109.2.2.7 I � .1. 14. �, ,I, SPECIALTY CODE SEG. 1100-2.2.1 t 0 1103.2.3.1, TYP. SEE DETAIL 23 L/ 1103.2.3.1, TYP. SEE DETAIL I• - PARTIAL PLAN AT F'YLO1�l SIGN _ PARTIAL PLAN AT RA1wtP 7 PARTIAL PLAN AT RAMP NOTE, FOR ADDITIONAL INFORMATION, SEE I' REVISIONS SIJPPORTIN6 LE6 ----- ���� OF DIKE RACK — �, NC. DATE W _ q/t'1/qq JMO REVit�_W/S(MMITTAL SET 11/9/941 JMO WALdIREENS 2000 UPDATE POCICAASAVMb A9 - II/50/q .JMV PLAN CHECK G<X-o"ENT'3 Ej 1i Plat ! i _� � 1. JJ.—. -- — - -- ' -- --- -- — ------ -- ------- — I ---- ------ ----- rl-I _ 12• DIA. GONG. n DISABLED PERL-SO -- - _ PARKA INSTALLED TO -- REMIREMENTS OF 14 BI'IG —�ZAG4t SUPPORT _ - - - ----- OREGON STATE BULDG. / 3 1•'1'-O• GODS 4 ORS 44'1.239, _ --- -------- _ SEE DETAIL q RAMP SHALL HAVE �3L.IP- CERTIFICATION APO 'X'/►L 3 KESI5TANT '9URPACE DETECTABLE �/ t�IARNIN" OVER ENT SURFACE NOTE. B>e1CL' PARlLtNd IS IN CONFORMANCE i AS RiSq'D BY OI�E 5T'RUGTI,JR,AL I WPTN DMON STANDARDS UNDER !0,'705.050 • 3 / PAVEMENT STENCIL -- 4 1 C7P THE Tl�lARp ZC?NINb GODS g 0 PER FI&JRZ 43-I(A) _PEG ALTY GCDE, 1103 1 I HEREBY CERTIFY THAT 9 IN THE 1994 11052Z.11, M. SEE AIL 12 IMS WLAN AND 5�Ci1P1- Rd-p!'-I-S RIBBON RACK 9 / H THE CATION VAA9 PREPARED BY EDITION E / / 3 ME OR UNDER MY DIRECT _ ftPERV191ON AND THAT I 9-POSITION BIKE RACK AM A DULY R!<<y13T1"RED OR APPROVED EQU.�L 4" WIDE PARKING SPECIALTY CODE, / ARCHITECT Olt ENGINEER BIKE RACK, WE TPtAFFI(; PAINT PAINTED WHITE / 9l DERE oP pAV45 NOF � DETAIL 1' a SNIPING, T1'P. AS SIGNIFIED BY MY HAND 5 AND SEAL. a" MI --7+ACE Off' CURB. - 5L UP 14 + ku I'10 ,� / P'RiC1.EGT NAIL � �\ WALGREENS PHARMACY • PACIFIC HWY. A GAA�!� ST. �_,� 13436 SW PACIFIC M Y TIOAI D OREGON rI� -1 rh -"i �. jl u 11 � l u l ! u 1 11 II I I I I nRArdt�a• n� " PARTIAL, M ANS APD DETAILS _j l. ._ J DATE t Mt4q�1 �TOM/2 W. PrArwo MO. sloe ViCW FRONT VIEW imp OST 06-1 so JOB t10. "�, _ tI1C.Al.e� /r�t4171'N C5p_;F51TION II K� SAGIG _ - _ q P�$T�IA�I!LAN JqT HAND I GAP PARK i NG A0 . � � rr r + +stl } r s 13939 SW Pacific Hwy. Sof 9 1T1999-041083 Cm , 1.41 nllnll�li SII '1111 1111j. I1 LiG16iLITY STRIP o � z 3 a g 1 ' Om .i�m 7 8 9 10 11 12 IIS 114 16 17 IE 10 20 21 22 23 24 25 26 27 26 29 30 i DZI 11 O1 4 b MpNI t IOZ .liL1 �Jrt1�t .�J.t1lL�1t111.�1al�Ll�l�ltl.tlali�ltl�tJlL1(111111111(tIlTA11I111111Ill IIll!IIIllIll Ill IIldI'll[17111111Ill I'll 11lil!lj.1t1jIII 111111.11.1.11IILI'll 111111111I1II�-LLI�L�ILL�I-II (� � I1 II I Oe 1 -l.t�.11 l! l!.I ilL�.W�.�t.lt 11(t 1 1 L!I t L!III 1� y� k. '.i .. vin.- a♦.+.•w r.N' M tr4 __ .. .. 1► =•+MLR1P'W!.^r+n•!-h. •"'?P'•.'","w,wlnn,r«.w.nn irTwvte•rinw rt"m."Haw.n w.rreoPn w,.;...r...... .. >.-v,,.v; .-... .:.....,.r.r.r.emr,q"m,ww•am'ew+•.Mw rwf.'«"+Y.•lwtlfNNnnM•1.MY1p'Mw.•.+wM M•wM1.-.F:A19M V+M!NM.+M•+•N'I^'. I+f n.l+•..w..m. w.+".,.. s PRECAST GONGRETE j PARKING WHEEL STOP 41 LF_NGTH VARIES, SEE 51TE PLAN AO ! - _-- -` %J P1 D I. RAMP TEXTURING 15 TO BE PARI,,IN& SURFACE 5'-0.. rrP b, R C H IT ECTUR E 1/2" Kom DONE WITH AN EXPANDED 4- -ED 4" 2" SEE AO I FOR. SIDEWALK PATTERN _ I 562 MISSION 5'i-RUT `.'Ln 401 METAL &RATE PLACED AND SAN FRANCISCO. Ck 941o6 REMOVED FROM WET ----- b"xb" 010 W W.F -� CONCRETE TO LEAVE A LANDSCAPE DIAMOND PATTERN AS 0RAWIN65/f_AWPECIF!GATION5 BY 5HOAN. 14" TOOLED 1/4" TOOLED E] joIIAL�ENy' r,,�,xJLTANT � T2. THE LONG AX,5 OF THE .,OINT TYP a e .OINT TMP. ' ■ LANDLORD'5 GON5LL.TA'4T DIAMOND PATTERN Z - a— -4-a z LOCATED ON TFRAMP = =1t= �I ALL GN5"rw!G TION WCRKUNLE55 tiG'ED 0'•,ERri15E13Y E. SHALL BE PERPEND CULAR FACE OF CURB TO THE C,.RB M42, ; X �' .�✓ y 4 ' OI E, WAL6REEN5 CONTRACTOR U I w LANDLUrd:- _ON1 RAGTCR 3. THE LON& AXIS OF THE -3/4" X 1'-6" LONG ANCHORS _ b" COMPACTED t D'AMOND PATTERN IN PRE-DRILLED HOLES AGGREGATE BASET L�R�' LOCATED ON -HE FLARE5 5E7 IN /WHEEL STOP MIN 2 PER - - --- - --- - -- SHALL BE PARALLEL TO II ti ■ ■ THE CURB. U 6" MIN NEr4 NOTE: ALL CURBI TO HAVE 3/4" RE-OVELIN& D 4 GROOVE5 SHALL BE I/8" EXPANSION JOINTS AT MAXIMUM �t Ex15-N6 Q ' DEEP AND ;/4 NIDE �,EE SHEET AO I FOR LOCATIONS 100'-0" WITH DOWEL5 AND RELCw-ATION... [, NEA :,,,FIL ONLY CONTROL JOINTS AT MAX. _20 -O" `�RAMF DETECTABLE ^ARNI NC7 DETA ! L ,'8 ✓`HEEL STOP_— - _ - -- TMP. S DE;'ALK cc) LANDSCAPE HAL.F-5i,�ALE - - ) 1"21 -0, __ - 4 - ----- -- NOTE PA N7 COLOR TO BE YELLOW. DRIVE THRU" TEXT TO BE ELON6ATED - ----- :I LENGTH VARIES, SEE 51 PLAN AO HELVET!CA MEDIUM WITH 4" WIDE T - --t �) •4 BARS --- - -- - - - - SrRoli CONTINUOUS \ `- O 1/2 �- rI 1 I 3•_6. `/✓ �- - - - - \ _ tel �' I SEE AO.I FOR SIDEWALK PAT-[RN ``-- \ b"xb" O W W.F. I . oAVEM�'v� PA,4N& AS OCCURS ! � may• -- ° , 1/4" TOOLED /4" TOO; :D - I - - _ � z JOINT TYP JOINT T1•'P � Ar I _ INCI I I r-� � �I I 1=I ! 1=1 I I-III=1 I I'p �' •� J I s I -- =j i-1=1 I ! !--1 _=I ,_gJ 1� ✓. I I 1=1 I I=.I1 II II-�I I I�iII II I=—� -6"�—C�O_M�PAC• T A66R6ATE—EB�1 D rA�SEL-73 N�o� '- II—I I1 111 711 OOX00N 47 COMPRESS BLE FILER AT Et'ILD 1,.6_ - 11 GUT BACK AND PRCi'✓1DE 5EA-A".- �- r-- AT TOP OF JO:NT NO-E ALL CURBS TO HAV-t 3/4" 6 M ti n - =I��l III-'rl—I I (—' I I-I� ! I—i I_I=I I —I_�=t I i=�I EXPANSION JOINTS A7 MAXIi�UM AGGRE&ATE �- I=1I I-1 I I=III=1 ! I 1 L=1 I I I I I.III-i I I=1 I I_ 100-O" WITH DOWELS AND J — _— BASE -1 I 11= _III—I I hI I I_ 11 '—" CONTROL JOINTS A`- MAX 20-0 h PA\/EMENT PAINTINGS_ _ a7 , '-011 WIDE CfUR.B AT BUILDING TMP. SIDEWALK AT PAVEMENT 1/2"■1'-0 I � -1'-b" NOTE ALL CURBS TO 1��_�,�••-----'-- 'COLUMN BEYOND - Z REVISIONS I - - - HAVE 3/4" i - - PROVIDE PITCHED SMOOTHEXPANSION JOINTS Ni CONCRETE FINISH I I AT MAXIMUM 100'-G" 2 3/8• DArT_' Di' I _-- - - - WITH DOWEL£+ AND AIC PAVEMENT 1 R/I'y/qq ,JN!D REVIEY'V'lrjUBMI7TA LSET 4" NON) DIAMETER STD 'STEEL CONTROL JOINTS AT SEG 7,ON, 5E DE TA L _ - 1 I I I / PIPE, CONCRETE FILLED (PAINT 5' iI I IIIII I IM !IIII MAX. 12'-Q" �- - 2 10/15/qq J?i ADDENDUM 92 - PLAN CHECK _ 1 ExPOSED PPE YELLOii PAVING WHERE OCCURS 11/3/qq JMD WAL6REENS 2000 UPDATE p( --- - 1, -- -- -- Ll PROVIDE PITCHED SMOOTH 1 1/2" 3500 PS! AIR-ENTRAINED CONCRETE � =1 ! I-III=1 I I a CONCRETE FIN 5H 5LOF"ED 18' PARKING NTH D.MV - - 3/4" � ---- 5/1 I I!=1 I I=1 DOWN ALL AROUND PIPE ISABLED PERMIT ONL 3/4" 5/16" I-1 I I-1 I !=11 ! I . . o BUMPER GJARDS ONL"' VIOLATERS 5UD.MT T _ 3/4" I ITOINNS - Q 61162 DOER 3/4 5/I6' :III I 1=I I i=! I .� c�° c I I I I I 1- _� •_. __ e e �� - -- - - 620 APC t� c� - r F O °uF TO FI 3/4" 5/Ib' -1 I ,=I I 1=11 I- `� o o o o� O. O CURB, SLOPE T 3001JND£R _ 'i Qt 0 DRAIN, 25�, MIN. I QORS an 1315 - 3/4' S/Ib' .I 1=1 1=I I =III=i 1 I=I 1-111-11 1=1 " R ( I 2' AFF 1- i l— .�4 d =1 -III=1 ' =III-1 1 I— OO v OO OO `�i Mh } { -- -0' I I ! III- I I r OO O OOa 1/2' x 12"xl2" 5TL PLATE 3/8 - I O O J O� C' O - - - (4; 5/8' DIA EXPANSION BOLTS 11 ! I I-1 i -1 I I I I 1"-'I 11-1 I I �) - I I___✓'" •4 • 12' CG EACH WAY TOP t 3 _ Va'�-AGGESS.BL = 11" G (1 1/2") _I I I I ! II - 1 h" GALTT•cANS GI_A55 - BOTTOM HOOK BARS W/ 3/8.. -- - DOwELS • 24° OC. » c AGGREGATE BASE - rlI �- �- 4 BAFtJ 6"�c5" WWh 010 .--_ \_ SOLID UNDISTURBED SOIL. ----- CONTINUOUS - - - - 4,-0" COLD FOOTING �_� 5UBGRADE P �JBGRNCF FRL-""PAREC F'FR PREPARED PER, -- -- - _r vEOTECHMCAL REPORT GEOTEC"li REPORT I I� PIPE B_ LIMPER. GUARD AT DRIVE-THRU10 HG SI*JNAGE PARKING -_ CURB GUTTER DETAIL CO-NCD RETE PADETAIL _ Imo" ■ 1,�" - - - I I/2"■I'-O" - -- - �� - -_-�- _ --- --- -- 10 — NOTES, CERTIFICATION AND SEAL PR.OViDF PITCHE'.D SMOOTH -PREFABRICATED - 1. LJGATE S'GN • 1 1/2" ►MEAR'NG SURFACE -----_ i !/Z" VVEARINCi %RFAC;E CONCRETE F1N15r4 WELDED CAP 1i AND HEAD OF OVFR TACK GOAT- - OVER TACK GOA'- j ;' 4" N.O.NJ DIAMETER ST'p STEEL. PIPE, w , STAINLESS STEEL EACH HANDICAP 6. `\ 1 HE Y CERTIFY THAT L SCREWS STALL SIGN ON I ---'�GOIVCRETE FILLED (PAIN r' EXPOSED C? I r_ 2" BINDER COURSE TH15 PLAN GAND 5PEGIFI- 1 P F LINE FOR FACE OF CURB 2 I/2" BINDER COURSE CATIA N WAS PREPARED BY p� 'E ''ELLO►^U I I EACH SIDE OF - , h IgE �E� b" (MIN) CLEAN, GRADED ,,� qI� u,vneR � alRecr I I APPLIGAELE 8" GLEAN GRADED t \ t COMPACTED STONE SI,PERVISION AND THAT I _ PAVING WHERE OCCURS COMPACTED STONE 1 (NO SLAG) AM A DULY RE615TRED Q - PROVIDE P17CHEJ SMOOTH CONCRETE ( -- -VAN ACCESS I I- 4 BASE \ ARCHITECT OR ENyINEER 2. LOCATE 31bN 3p" _-I . UNDER THE L.ArNS C�!' T'HC SIF,N Y4HERE `\ F NOSH. MIN. FROM FACE = I- ; � l _ m 0 OF CURB OR 7- C OMPAGTC0 GRAN)LAR v I I WELL DRAINING, STATE OF oRE4oh ��• AS SIbNIFIED FjY waY H. �} REC�U I RED AND `SEAL WHEEL STOP :-IUB-GRADE GOF:PACT �J -TCP OF PAVEMENT-SEL CIVIL DRAWINbS T 4 -------3" X 12" STEEL TUBE 1,=III <; O 45% MIN MODIFIED • �� FILLED Y4ITH CONGR' TE, PROCTOR rl L.1 PAINT ENAMEL YWIIg' I I I Qom( Q Or SPECIFICATIONS rRD.tG7 NAME -_ • • •. 1 !_ I 1 J WALGRWNS PIH- ►CY -24" DIA CONCRETE FOUNDATION. FOUNDATI N. FINISH &RADE SONOTUBE FORM +rF PACIFIC HWY. A GAARDE ST. _'I _I I III—III d a C 1936 W PAaFP 5 IS' DIA Y'ELOED HO�DP3 18" ��,-���-.�1 I� b� :1 - I - 2- 04 BARS - r- - -1 I I-- -I I -1�I^I 11_� I I I VIA. TOP BOTTOM t CENTER 4 1 f "''� 'T��-T -1 I I - 1-1 1-1 GONTINWUFI III '-I I�_! I -I I-) I -_� _ in 1 I —= 11=1 l = ► I(--111=1 f =1 I I_I !1= �; I-1 I I �, � TITLE I 1 11 1 I I I �-� SUk36RADE PREPAY I .ED PER SITE DETAILS c5EO't"ECHNIC,AL REPORT l--CAP WITH I/4. 5Tt PLATE =.1 I I In (TRUCK TRAFFIC)9 (CAR TRAFPIG-- — DATE—� ------ — 4-- TE �1/11/rM �l7pRt NO. pR,AFWNIf NO. iI "+OLID UNDI!3T111R®ED SOIL. � � Jr'N�0. C� SGM.E��A3 SMOM'f�A AO * 3 PIPE BUMf='ER �IARD DETA I L - q PO?�Tr'�OUWEI�) HG SIGN \/FRTI GAL CURB _ PAVEMENT DETAIL By: °�� 1!2" s 1 1/2"m 1'-0 I 3/4" : 1'-0' TKptmzAdw N Rt�/1Q"!D Dr, 13939�,W Pacific Hwy. SIT1999-00063 9 of 9 C P' ._ LEGIBILITY STPIP O 2 3 4 5 13 7 8 9 IO 11 12 13 14 16 17 is 19 20 21 22 23 24 25 26 27 28 2.9 30 C, . In ZI II o1 .I W1il1.L�1,.�.ii,1J1LL�.1 I I b HOW I c41 OZ h�.l�,11Ll�..L�11�.LuLl�i�.1a1.111�t�a.l.l�.ILLLLILI I I I I�I I�oz mom. 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