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9385 SW GREENBURG ROAD a PEVISIONS BY i u c LEGEND ���� F tP FIRE ALARM CONTROL/COMMUNICATO i PANEL n ='° ? o °T A S FIRE ALARM POWER SUPPLY (NAC CIPCUITS) a •' d FIRF ALARM ANNUNCIATOR N m o )t F MANUAL PULL STATION I Q SMOKE DETECTOR,PHOTO ELECTRIC (Dos DUCT SMOKE DETECTOR HORN/STROBE 1�� � E 4,S1vWP HORN/STROBE-WEATHERPROOF � r$I STROBE SPRINKLER RISER-WATERFLOWSWITCH AND TAMPER EOL.R-END OF LINE RESISTOR L, NOTES: I 1.)MOUNT STRC -_S &HORN STROBES 80"ABOVE THE FINISHED FLOOR AND NO GREATER THAN 96"ABOVE THE FINISHED FLOOR. 2.)MOUNT PULL STATIONS 48"TO TOP OF BOX. 3.;FIRE ALARM SYSTE-M MONITORING PROVIDED BY:ADT SECURITY SVCS., INC. 4.)NO IFIFICATION ALARM CIRCUIT WIRING TO BE#14-2 FPLR 5.)INITIATING ALARM CIRCUIT WIRING TJ BE#18-2 FPLR 6.)DUCT SMOKE DETECTORS PROVIDED BY OTHERS POWERED BY OTHERS. 7.)ADT SHALL MONITOR THE CUSTOMER PROVIDED HVAC DUCT SMOKE DETECTORS. 11.)ADT SHALL PROVIDE SHUTDOWN OF RTU,VIA THE ADT FACP. F i =AA p c' •0 1 fz p t'r A 9.)REFER TO STROBE OR HORN/STROBE UNIT FOR CANDELA RATING. O `15 tD G k Z _rc 2 NAC#Z � I iIf -�SGD � M i� AC-1cc _ FWJ- ..d R* � 2 MEZZRN I NE FLOOR PLAN 1 /16" = 1 ' - 8" cc -7'5 cti F Cr *A IBM b `1SCD m W. +�1 t� aR lE.D.Mr. ^to rim ;LIL 75t.D IIf,GD �' o ba o i i H'p• _ �_ F1G1E �' SNbW2bOM I I y ii D F 0 7SG10 �D 0I 1 � M W M 5C_D Z W Alitl M ou s,E WJk1L%N_,u3V F I f ��' F'- _ - p�1TVR1E TftNAw>tT o C m � W W s Q � � o pp � w 7 CA .1J W, c� W00 _ a 4 1 RLRRM SYSTEM FLOOR PLAN 1 / 16" = 1 ! - e is ,zJ Greenburq Rd 936 BUP2001-00071 MEC2001.0013 1 of 10 Date VZ ' lJZ'�� Scale �I16h ►'�'� L a a jDrawn ,ob 06311 ')b Sheet o I 24 x PAINTED r+1 NO. 10"CLEAmp"INT• "' .,:-. „� ,• "'�w,�.r w.oin..nF-�mnriwnw,b.omauwmr:w..mnc,o. NOTICE. IF THE PRINT OR TYPE ON ANY flf Illllll III � � � III III I I III Ili Ill III III III tll SIIIIII III III I I III ISI III IIIIIII III III I I III III III III III III III I I III III III II � I III IIIIIII II ! III VIII I a�l ��4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 141- _I --I- I I I- I1 ITIS DUE TO THE QUALITY OF THE" No 38 ORIGINAL DOCUMEN r �i; 8 Z 8iZ GiZ 9f t Z iTZ Ell �Z [Z 0 7. (3 [ t� I G l 9 i 19�► 6 T E i Z 1: i T �l 6 i8 1L lg - 9 fi-- tll �i���a�wIIL ll I Illllll.l.l.11llall lL11111J �ll�lil�l�l , v y L J J 4 � � I I f �� ✓ / - h _ / � .-• r �� 1 � PROJECT NAME. WASHINGTON SQUARE_ RETAIL - SITE�, \ i /----��- --- - -------_ SI TE ADDRESS' 9835 SW GEENQURG ROAD _, - -� --- --------- --- -- --� I CURRENT ZONING: COMP.PL.AN - C-G P VlipFl� ARCHITECTURE J- ��-ST.^•NDARD I N ZONING CG I / 513 NW 13TH AVENUE 300 � 1 TEL PORTLAND OREGON 97209 MAP & TAX LOTS: WCTM, S1 360C \ � - TAX LOTS 300 40FAX 503 827 05065 � 2 503 82 OS ! 1 \ I & A POR T/ON OF 500 LC) APPLICANT/CONTRACT PURCHASER: LANGS TON SLIGH LANGLF_Y PROPEk VIES, LLC I I 1417 116 AVENUE, N.E. #202 PACIFIC SCALE BELLEVUE, WA 98004 8405 SW NIMBUS AVENUE -STANDARD 1 PH. (425)990-7777 WWW.WHPACIFIC.COM �� PIPE fi„ 1 I 2L0`—_ 0 10 20 40 / 1 BEAVFRTON, OR 97008-7120 //� ' �i�� I 1 LJ.■? -- - t / Planting • Engineering • SurveYin FEET ) TEG: BLandscape nds apeDArchitecture • Environmental Services s�0775 1 INCH = 20 FT C I I , UTILI_T_Y_STATEMENT: THE UNDERGROUND UTILITIES SHOW) HAVE BEEN LOCATED FF.:M FIELD SURVEY I l 1 �5„ SD -� I I I INFORMATION AND EXISTING DRAWINGS THE SURVEYOR MAKES NO GUARANTEE / I �'' i I ) I I Q THAT THE UNDERGROUND UTILITIES SHOV."J COMPRISE ALL SUCH UTILITIES IN \ \ l �SIANDARD /' THE AREA, NTEITHERTHAT IN SERVICE OR ABANOUND UTILITIES THE WN AR_ FURTHER DOES T'1PE 2" i ►< NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN AR. 1N THE EXACT i' I I I LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ' 1 I f� __N88°0 '00 "W 287, 71 ' v NOT PHYSICALLY LOCATED THE UND_RGROU D UTILITIES. THE SURVEYOR HAS I �\ ACCURATELY AS POSSIBLE FROM INFORMATION A'✓All A L or v �n v l I I ,,;� 1 � I a- , LEGEND:- - I j ', f I I I I � - - \ MAILBOX I ! I cry - - - ---- CENTERLINE OF ROA.L TO TELEPHONE MANHOLE \ I 1 I I I m CATCH BASIN BOUNDARY LINE — \ PROPERTY SLOT LINE -p UTILITY POLE fir. BUILDING 21? CUR I )pj POWER METER � � 'I R P. •- - -� � 1 I � I I --- B 1 I ■ PHONE RISER, u I PPO �\ i j _�: I • I -_-»====-T- --- EDGE OF CONCRETE (UNLESS OTHERWISE NOTED) \ ____ _ _____ •! I I -- CONCRETE -------------- fT3 WATER METER EDGE ASPHALTIC OTHERWISE �� WAIER VALVE PAVING, UNLESS OTHeRWISE NOTED EDGE OF GRAVEL ql GAS VALVE Q ' I I mo,•.I � I STRIPING •i SIGN \ I I r ! I I — —•••— CENTERLINE OF DITCH LANGLY PROPERTIES LLC --- FND 5/8" IRON ROD C� (UNLESS OTHERWISE NOTE J! C -- GAS LINE LUMINAIRE Ll �� ----- W - -- ._- WATER LINE �I� EVERGREEN TREE " ---am FOVERHEAD POWER GTON T — -- UG. TELEPHONE Oc L ^ _-` CIOUOUS TREE ' I 1 , i �i I- ...� . -......, -.....,..., .•.„,. •p .-..-.. _...�s SD STORM DRAIN / 1 INDEX CONTOUR LINE WITH ELEVATION 11 CONTOUR LINE ITE ft RETAIL ----- ---_------- 8= 146. 00 _ _ C\J 'ham BASIS OF BEARINGS: - -�� A----------- _ _ BEARINGS ARE BASED ON WASHINGTON SQUARE SURVEY CONTROL I_ CHORD=S29 ,59 07 w -- -%�'� —, , I Tlv RD, R y` l�11 — 7. 1 ,3 j; N - ELEVATION DA TUM: "� '' ' ! I ` / -�•� I i i // ' ' ELEVATIONS ARE BASED ON U.S.0 k C.S. DATUM AS PER __ - \ I ✓" I I �� "' '^-� �� r ,� 1 4-1276-1001-20 HORIZONTAL AND VERTICAL CONTROL DRAWNC I PROJECT NO.: 04.3361.0007 DATED 1-21-74 FELE: LWSOECO2 11 *03 11 ' ' DRAWN: KDB PLOT. 06/30/99 10. 71 ----� - `�'----.•__" _- CREST1100DFIINIT I DA1E: . ,�:(/ r1 DA.. . ,/ !gip / ONESTEAD LN0 2EREVISION: DATE: ocJ��f^Ifl aov touYeeI ESLfE RD. —1 (1 � 1 88 5 7 010 W 2,--1)2. 99 = 6. 0 0 � Progress - f, $' O�\I� �� ORI TTY OF TIG�1Rn E _ - 48. 17 I c _ a ff I .. .. d _ oittonaily * 0 cHo D - so 1 03 0 �, •per —- - _ 5 DR. TUq� r �" -- - = 46. 00 I TA A9 }ERRY - 217 itP. a. Bradley god s� Fur on1j-t 9C{ v, _ fN Corner °� elRCll PE NO•__ y sT. EIRc * L.etter p'.Fo►1a+4............... �- �I I H{j•}, (;EDARc9T� � fc CED cj80 c Atm�� � .(�,,, 8 G� ACCESS R O A v NO. 4 -- - C A-`-� -- - Addros� a , (4 <� Job •.- - - ,, > ,1 c7 m 6�1U N�' f¢ I[HEST�u By Greenbur0 Rd 9385 -- - - ' r/I c� -.._, _._ 1 - - BUP2001-00071,MEC2001.00131 - s J JEC � C 2or 10 J _8 < EWttDOD< r � TL RORDsT. F�_YP _ell � _ CRMINT aeovttj HEMIAC T. ITI c A D cTYrfrar CORAL �r.P`..00 n%004 LARCH � 97 24 1 _ _ e+ u Pup. 2.3,335 � � �M�,ugr ae IANUAU I� C- ��`� 210 '°�` __—� -- -I wcusT J C \ -� El MAPLE"WT.� - - —- p 4 ` OAKMAY 9T.�I -- L— G o cR,P Co \.. _ _ OAR _ . 1. ; I D JJ _ -- S s O \� < PDtg �� SHEET TITLE: F ! EXISTING smy IN, �-- r°°k 0117-nualC CONDITION PLAN .2.�. t✓1 CI NI T_Y MAP N0 SC:ALF: N.T.S. - - — cool NOTICE IF THE PRINT OR TYPE ON ANY T ll1 !�! III 111 III II I ! III III !�! ! r rlr 1�� li! !�! !�! II! III ! IIIIII!�! !�! !�! !�! III !�! ! ! !�!I!�! III I I III 111 III I t I(I III 111 I I III�I(IIII1 ill'Ill III III ! I d�1 A(104 III1 I--�_-� IIIb 1 14 I � I � � 6I � m° - IMAGE IS �JO1 AS CLEAR AS THIS NOTICE, �� ��-- - - I - --- -- ----- `� _.__�-____No-3e �� y 11 IS DUE TO THE QUALITY OF THEew ORIGINAL DOCUMENT g 9G GSL BL ZZ 4L SL �L IL OL 61 Rl1 Lt eft 4�i Ibt �E�L 7,i tt o�t �8 T9 IL I 8 9 I >�r £ I S I �Mtutt ���� ���►II���IIII�IIII IIII�I„IIII�� I�\►��IIIII► �I►„L,, ,��I 1►,►��„Illlll�ll�l,l,l �' ,���i1II11I,��,,,liT��,1, , ,,�i�,llll,,i� „ ( ���, „►,III1,�„�III�IiIIl11�1(11uIlIuU�II, Illlll�llltlllllll lllllllll lllu,uli,,,l A , 4 r� R 1 2 3 4 5 6 I - - CONS'TRUC TION NOTES: -- -'-- --- --___, CONSTRUCT 6' WIDE CONCRETE SIDEWALK ALONG GREENBURG ANU _ __ _ _ ___ IS W_GREFNBERC� ROAD_ (COUNTY ROAD NO. 2474) ~` 1 5' S1DEW4LK ALONG ACCESS RD. 4 PE? 10/C200 A - - -- � - v' � _ � �` --•--•--_ ��~` � CONSTRUCT ACCESS RAMP PER 7/C200 _`� (� EXISTING STREET LIGHT TO REMAIN, MEANDER SIDEWALK TO AVOID LIGHT WPM ARCHITECTURE Pe 1 -- ONE FOOT NON-ACCESS RESERVE STRIP EASEMENT POLE. MIN. RADIUS=4 FT. ` MEANDER SIDEWALK TO PROTECT EXIST;r ,j;, TREES. MIN. RADIUS=4 FT, 513 NW 131;, AVENUE 300 _ __.__ ... .__. __. ._ -_-___ __ _ _ _.__ .__ __ _ _._ ._ _ _. _ _ _ _ _ _ _...- -•-.--_-._ ._�__- _.__ PORTLAND OREGON EGON 97209 _.____�_,_�_____�_�,_...._ �__ __• _� ._.. _ ... .. - - �__ .. ., -- -- - � �,.� �sas���s.�,- ._ _.--,._�..�- �.._ .�,'.�s ._ - ..r _.._... - r--- --- ,-__.___•... ,.,�, SAWCUT & REMOVE EXISTIN1, CURB/PAt'EMENT. TEL 503 8270505 - 1 ° ° " L _ - - '.._ -• •• _ 5 • . • • . _ FAX 503 827 0506 / • INSTALL COMMERCIAL R DRIVEWAY PER 9/C200 ' 15 � —+— 15 13 .�z '� - - - 0 MATCH EXISTING N1 SECTION WITH N A PAVEMENT _ �7) REMOVE MEDIAN AS SHO AND REPLACE Erh C j T M F N PAVE ME PACIFIC 8O INSTALL STANDAR[ CURB UNLESS OTHERWISE NOTED PERB I /[200 e405 sw NlMaus o' NUE -._. _ \\ \_� ---__ _... _ . _._ .__ �_._ • .._ __ - -- -•---_ I -- - � _ ' � -, / � , F.AVERTON. OR 971,J8-7120 l r WWW.WNPAC'IFIC.COM ACCESS RAMP PER 12/C200 LE-k_")626-0456 FAX:1n8�03 b26- 775 9' ,• \ �. ,r I ` LeudecepepianArchite Architecture •�Environmental ntal Services JI \ 10 4" WIDE NON-REFLECDVIC TRAFFIC PAINTED STRIPE (TYP.) (TYP) �— RAI OL MONUMENT SIGN REFER Tn ARCHITECT DRAWINGS COIV TR 1 I 2 - •► TYP. - I (TYP.) 1 GE EASEM / 12 NOT USED �R_J 24 16 24 I \ R=27.0 \ i ! iiFN7 B 16 9 \ 6' I TYPICAL UNLESS--- -TYP - - / �,\ 13 REMOVE" ORIVEWAI( AI J INSTALL NEW CURB AND SIDEWALK PER NOT- 1. - -----6lTklERWISE NOTE[ I I iii I I I 1 4 '' I 14 CURB ENDING DETAIL PER r 18.5 I I I � I I � L E /[200 9' L - " - - (TYP)j j I RELOCATE SIGN TO BACK OF NEW SIDEWALK , W I - - -- -5- PAVE PER 2/C200 I � 1 24' - �-� 18.50 ! ('f 24 17 ACCESSIBLE PARKING SIGN PER 96/ABOl REMOVE I ! I STRIPING ` ' (2 -- R=3 8 21 I 19 NOT USED 26 16 (TYP) Q 1 24 1 - v } / 1 ' -- - 6 - I / 1 1�1 I I Q I 20NOT USED 26 I I : 0 1 I R=4'_-_� _ _ I 29 F t 1 I 21 TREE PR.UTECIION FENCING PER ARBORIST RECOMMENDATION. FENCING TO BE l I I SIGNED "TREE PROTECTION AREA - DO NOT DISTURB". (PROL)rCT ARBORIST: 1 T 2411 ' -- 9' 9' 1 ---�� ! 1 BILL OWEN, PHONE 503-222-7 '. 6% (TYP) ' I J i ! I 22 PAINTED TRAFFIC FLOW ARROWS PER 4/;200 co VAfV t 1 i I. LLj 23 STOP SIGN PER 6/C200 (WITH RIGHT TURN ONLY SIGN FOR EAST ACCESS C I t _ _.�_r -� _• I- _� -+- _.�.�. u1. -�;�._�__ i�} ON ACCESS R04p NO. 4) U v 54.57' I I PAVEMENT MAF'KINGS PER 31[2D0 , I seesOWEN — 1 I I Q \ �� r ( + 25 NOT USED "oftI \� \� _ �._ I I �'4 14 (266 ACCESSIBLE PAVEMENT MARKINGS PER A5 A801 27, CROSSWALK STRIPING FER 5/C200 I V a f DISABLE[ ACCESS RAMP PER 85/A801 LANGLY PROPERTIES, LLC 1 \1 e \ J_ _ - 1 ; I �9 ACCESSIBLE CURB RAMP PER 11/C200 o e o 0 I I -- 16 89.07' X 1 �,�� n ; 30 EXISTING TREES TO BE REMOVED w f LIMITS OF SITE WORK DESIGN f - ! R=15' WASHINGTON et,rs -SEE ARCHITECTURAL DRAWINGS - 0V17, I J FOR DESIGN INFORMATION _- -� 14SC� IJ ,ARE ENCLOSURRE PROPOSED BUILDING '6 / / i o FF. ELEV. =20. 00 0 a o I t / SITE # 6 3 ._ I 30 I _ - I 9 I RETAIL TRANSFORMER -- - i PAD `-` — '15.85' I _ I — 26.80' - - _ _ I TIGARD, OR - 04.336 t.000 t r \ u SCALE FIDE LWSOSPOI DWG �, I \ . ` 18 • \ i fj \\ - - I 20 0 10 20 40 1 ORAWN KOS \ \ \ \ \ \ \ \ g1 \ ` \ r✓ <; r .I -=7� ��— 9 Poor: 07/09/99 a � 1 10 2 �'`= -- -• -�' � I 1 rrvcH FEE 0) FT BEFORE ,10\1 �rF a ,�,,,,�,�y,�,,,,�,r'1" 24REVISION: DATE: 24 -- 5 i I I I ATTENTION: 1 OWNER REV. ADDENDUM #1 /' /' / _-� 24 I! i OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED POTENTIAL UNDERGROUND ! BY THE OREGON UTILITY NOTIFICATION CENTE ?. THOSE 2 8/13/99 CITY COMMENTS 07 E r !/ / / i/ / / /' / / ` i / _- �1 i 40' '� RUI ES ARE SET FORTH IN OAR 952-001-0010 THROUGH FACILITY TY OWNERS ___ i ___1- _ __.__. __.r_.___� C_.- __ _-�,_ _ _�/_._ -_. _ _ II ( OAR 952-001-0090, YOU MAY OBTAIN COPi-S OF THE "ONE CAL L / / r // 8 RULES 8Y CALLING THE CENTER. / / / ;� ( J 23 !!, ;'I THE UTILITY NO] �FICATION CENTER / ! , / r I I I (NOTE. E TELEPHONE NUMBER FOR THE OREGON UTILITY EXISTING PARKING LOT / i / ( 11 A NOTIFICATION CENTER 1 � -1 7 —6699 I s (503).32 9a ). 246 GENERAL NOTES 1 THE CONTPACTOR SHALL COORDINATE- START-UP AND ALL WORK WITH 7 DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL 14 DURING THE COURSE OF CONSTRUCTION, CONTRACTOR SHALL KEEP ALL DEBRIS L GEND. a THE O!IINER. COORDINATE AND ACCOMMODATE OTHER CONTRACTORS, OPERATIONS CREATED BY HIS CONSTRUCTION EFFORTS OFF CITY AND COUNTY STREETS. EXISTING PROPOSED OF THE OWNER AND LOCAL GOVERNM,�NT AGENCIES. 2 THE CONTRACTOR SHALL PROVIDE ALL WORK ILLUSTRATED ON THE 15 CONTRACFOR SHALL_ COORDINATE THE CONSTRUCTION OF NEW WIRE_ UTILITIES :, --- SANITARY SEWER DRAWINGS AND ALL INCIDENTAL WORK CONSIDERED NECESSARY TO 8 THE CONTRACTOR, IS RESPONSIBLE TO REFERENCE ALL ARCHITECTURAL, AND ANY ABANDONMENT OF EXISTING FACILITIES WITH THE INDIVIOU/'L UTILITY PR�FFs COMPLETE THE PROJECT IN A MANNER ACCEPTABLE TO THE OWNER. LANDSCAPE ARCHITECTURAL, MECHANICAL PLANS FOR ADDITIONAL COMPANIES PRIOR TO CONSTRUCTION. -- -C --- --- GAS -���Nr f/ INFORMATION AND COORDINATION REQUIREMENTS OF THESE DOCUMENTS. N 4 9 3 THE CONTRACTOR SHALL COORDINATE CLOSELY WITH THE BUILDING --- ------T---- --- TELEPHONE 49 �/ CONTRACTOR AND RE'11EW ARCHITECTURAL PLANS AND AAAKE 9 ALL PUBLIC STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN , C ADJUSTMENTS TO ASSURE ALL UTILITY SERVICE LOCATIONS ARE ACCORDANCE WITH THE CITY OF TIGARD STANDARD CONSTRUCTION 0�R)N P_...__..__-- POWER � COMPATIBLE AND DO NOT CONFLICT WITH STRUCTURAL MEMBERS, SPECIFICATFONS, LATEST REVISION. -- ~^-� - y75 INCLUDING FOUNDATIONS AND THEIR ASSOCIATED LOADS. 10 ALL PRIVATE IMPROVEMENTS SHALL BE CONSTRUCIF_-D IN CONFORMANCE WITH -- w - WATER LINE OY L, 0� 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES THE LATEST EDI FION OF THE UNIFORM BUILDING, PLUMBING AND FIRE CODES EXPIRES 12/31/99 AND CHARGES, TO CONSTRUCT AND INSTALL ALL IMPROVEMENTS EFFECTIVE AT TIME OF SUBMISSION OF' THESE_ DOCUMEN 'S TO THE CITY OF SAWCUT AND REMOVE ILLUSTRATED ON THESE DRAWINGS. EXCEPT SITE DEVELOPMENT PERMIT TIGARD. EXISTING PAVEMENT. REPLACE WITH CONCRETE, y WHICH WILL. BE THE' OWNERS RESPONSIBILITY. ASPHALT PAVEMENT, OR 'r.,� y �t Tt+�'? sNFErnrtE F 11 ALL UTILITY TRENCH BACKFILL IN PAVED AREAS AND ADJACENT TO BUILDINGS LANDSCAPING AS SHOWN 4.� ', SITE PLAN 5 THE CONTRACTOR SHALL EXPOSE, AND VERIFY HORIZONTAL & VERTICAL SHAIL BE GRANULAR, LINI_E_SS OTHERWISE APPh<)VED BY THE SOIL ENGINEER LOCATION, CONNECT AND/OR MATCH EXISTING UTILITIES AND AND JURiSDICTION. --- - STANDARD CURB GreenburaRd.9385 IMPROVEMENTS, IN CONFORMANCE WI'.-T THE INTENT OF THESE PLANS BUP2001.00071•MEC2001.00131 AND SPECIFICATIONS. TO PROVIDE COMPLETE AND OPERATIONAL 12 ALL UTILITY STUBS TO HAVE 2"X4"X4' WOOD MARKER IDENTIFIED WITH BLACK CONCRETE WALKWAY �� '!• e �+ .1_ � 3 o 10 SYSTEMS. PERMANENT MARKER. BOUNDARY OR R/W ""'~� �' � SHEET NO 6 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO 13 THE' CONTRACTOR SHAT L BE RESPONSIBLE FOR THE CONTROL OF DUST AND PROTECT EXISTING UTILITIES AND IMPROVEMENTS. ANY DAMAGE DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL - - - - - - - -- EASEMENT C100 TO EXISTING FACILITIES OR IMPROVEMENT`S RESULTING FROM FHE SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. CONTRACTORS OPERATION (OR SUB-CONTRACTORS) SHALL BE THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PER1-AININC - GRAVEL REPAIRED OR REPLACED AT THE GENERAL CONTRACTOR'S EXPENSE. TO ENVIRONMENTAL PROTECTION AND OBTAIN ALL REQUIRED FERMIFS. �' _�.--_.._..r—w,•,,.____'._...._....._,N,::.�.v�:r....,..:._W.,.�..._...,_........_ ...c--_:....::� ..:�» .-N'�wuvur.:e: - - ,,..- ..nGleea:,- ... .,._,..., ,..,. .,.. r,w.: . .. _....... ......."...-.._ NOTICE IF THE PRINT OR TYPE ON ANY ITr�r11 r III I hI I I I III III I�jI III III I I I I I I I I III rl1 III III III III I�I I I I III III III III I(I 111 I I I I I I I I I I I III III III I I I I I I I I III III V I I I III III I I I111 111 III 1 I aryl DOL{ IMAGE IS NOT AS CLEAR AS THIS NOTICE, L_.._I_.I-_J. I I`'1--I I-I I--- 14 I_ �1 I I I I • I L__�I_- I I T� I _- _ _ 1 I I � I V 1-1 IS DUE TO THE(QUALITY OF THE _ _ _ No.se �•��.• ORIGINAL_DOCUMENT II � II � ��I � � � (III!IIIIIIII ILII I!ILIIIIIIIIIIIIN�Iilllllllllllliilll�!III NN II I !NIIIIIIII!IIINII NI!IIIII ILII IIIIINII�IIII !III 1!il Illi�ill!I!Il�illllllli�llll IIII�IIII Illl�llii IIII�IIII IIII�IIII flll�lllllllll ILII (Illlllll L ullU llll�l(llll9' llIllLI�IiIIIINIII 71. °r A 1 2 3 4 6 =CONSTRUCTION NOTES: CONSTRUCT WATER QUALITY SWALE AS PER 1/C101 SLOPE 0 7 5% A CONSTRUCT WATER, QUALITI' POND. (� PLACE BIOFIL TER BAGS IN SWALE PER 4/201 WPM ARCHITECTURE PC O SILT FENCE PER 2/C201 TYPICAL 513 NW 13TH AVENUE 300 PORTLAND OREGON 97209 TEL 503 827 0505 O C) INLET PROTECTION PER 1/C201 TYPICAL FAX 503 827 0506 Z ` - � ' "—"----• - �6_'1 GRAVEL CONSTRUCTION ENTRANCE PER 3/C2.01 V TREE PROTECTION FENCING SEE NOTE 21 ON SHEET C100 PACIFIC 84C5 SW BUS -- — — — _ — — - - — — — -- ' — — — —1— — — — — �� _.--�— _-�►�.�'`- $ WWW. HTANIFOROM AVENUE730 O EXISTING TREES TO BE REMOVFD TEL: -(503)1928_-01 5 wyPAC1FI�COMAX- -(0032520-077 - - Pl:nnrn • It;ins.Hty ' 8urv.yin S. W. GREENSURG ROAD (COUNTY RQADINO. 2474) � r \ LEGEND: 1 ✓ r •r� " ` '' ,o.•t �' • '''F .'.Y'. . �� ''.' j ti• : s' 1 • .:, i �+ ' ""f:.- "•,: i. +':a••-:r. ;,," � ;• EXISTING PROPOSED 1 \ ' _ •i —/`-- moi.—_._...\ . . _ \ \ ''` --_--_•.--.. .�" •..�• , r'. - I_4_�' — — _ .___ --'--- — — w — , ____._._.__ - - '� — �,• \'\ 1 FIELD INLET , x _ _ x x- INLET PORTECTION t7 39 I�1: CATCH BASIN 4 CLEANOUT ` 1 941 239 239 t - ' \� a• ` 1 ! 5 � \ � I' ' ��� 0•rO �8 $a0 g0 1 \ \ AC ELEVATION ' �`XLST FR 1 ` I \ ©RA/NAG F/C ,^.0/yTROL CONCRETE t £ EASEMENT C, --- r �� i \' 3 Zy r / STANDARD CURB w . 9p CONTOUR 240 SIL T FENCE x 9 238'50 60 i ! { j I TOP GRATE ELEV. j G I i TOP OF CURB ELEV. 24 2 L ao FLOWLINE ELEV. 0. 0 TC `\ �'•.., I ( ' - ; � � tib$ \o ''o , ' j ? I I NO 0 �9O gC . ? al I EXIST. GROUND HYDPOSEED WITH STANDARD WATER QUALITY SWALE MIX. LANGLY PROPERTIES, LLC 239 2 II _ --_ VAN i \ WASHINGTON 1 — 4 - I -- - - '�� 4 r j j 0 6" TOPSOIL I , I -�--- -:a SQUARE INLET PROTEhON PER /C201 (,YP,� �I I I C� �' I \ \ - 1 l \ 4. SITE # 6 ..ti . . :.. 224,1 a9j WATER QUALITY SWALE 1 RETAIL I �' SCALE: N.T.S. C 101 , �� 2��' "-- I TIGARD, OR PROPOSED BUILDING -.r--- y . -240. 0 s o - 4.. <�. �� � •' O RRn,,Ecr r+o.: 04,3361.0001 gl° �_ �p I (,j.i.,..__. — ` " Ca!:;; ' }' ry�E: LWSOGP01 i DRAWN KDS -----RIDGE------- 07/09/99 — \ O B o- 0C 1 g g g I ------ _ �I�;..�`('^ , r I, g 0 /09/99 i 9 6 j 111 I r•.. ^� � \ —�— ti. ' .. \ Dam r �',`•+.. •,"'+' 1� 1 ?�y96 I , -"V• Il��\� _ \ co REVISION: OA Tr, '\ ~ '• `+' ''�. l i'� �- _ 'II( �1 IL �i N N I \ OWNER REV. ADDENDUM #1 � r (�, iry I�+rg ~\� I/ ` v 2 8/13/99 CITY COMMENTS Et` \•,�, '+,•`\`'' +, a. ~, �v +`1. �.t� _..___ .— •J8 �..,. .. - I � -- r `I II ` ? I •I p- I .1 _1 —it -�--- x—�—x \ \ 2f \ \ \ \ 2 I 5 crjINr At t�E� PR�FFff j / I i f / 1 ORE / 1 ff 1 1 / j q0T / E.Q EXPIRES 12/31/99 F GRADING\ EROSION CONTROL BUP2001-00071.MOC2001-001:1 Greenbura Rd 9385 \ \ \ \ \\ \. �� \ \ \ \ \ �� \ \ \ \ \ \ `', \ \ \• \ \ \ \ \ \ I SCALE 5H ►ro.: 0 10 20 40 -_ C101 ( FEET ) 1 INCH 20 F( .ipslr.,,q.•+ nlwr■ro.n..w•., -'�MMI�t•n4..,.....»....r.+....,...+......+.+w.,..r+ww.rw.,......».rr....we. .» .. `GiI,C".:"77�ou-•U:+n..a....,.......+ ........—.....+. •wrs ....I.MMM wrti�w,.nrai.revs+w. t4er:.s►•.s.c.unrr...www.-.:n..smvnnw. ...,...r .,..., NOtICE:IFtHEPftINtORTYPEONANY W �Tl�f�r 1IIIfII IIIIIII VIII�,I�IIIIIII VIII [11111111111tilrrr�l�r1�II1 Ilf;,ll�rI�III�I Y�Ilr�lI�Illr I�III�III � l � � l , � I , � � I ) � � � I � � r�1 aaf> X004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, �L � _ __.4 _ �L'—I-__�---�—!1of'—a1_�-- ' 1VI----I11 IT IS DUE TO THE QUALITY OF THE _ _ _ No.36 ORIGINAL DOCUMENT g g g z L�L L Z iti g g L t 6 �v ji, I B TL T 9 t 9 T t t S t S IIII 111111�1��1111 IIII�IIII II 111111 11 IIII1ilil�llll IIII�IIII IIII�IIII�IIIIIIII� II',�l��lll�� I�I� �Illll��)�l�ilj�lj ����I�I����jll��� Illlll�llllil�l�ul llullllJllllllllLUl�llllulllljllull�ul1W lui ulllw u Ijl IIIN111 I, r, e• Y �4 tl� a} �i 1 2 3 4 5 6 UTILITY NOTES: \ 440 LF 8" SO & S=0.005 30 LENGTH AND ELEVATION OF SANITARY SEWER r ;� LATERAL TO BE INVESTIGATED BY CONTRACTOR. 0 C.U. 8" IE=235.08, 10" IE=235.00 CONNECT TO EXIST. SANITARY SEWER LATERAL IN GREENBERG ROAD AND INSTALL 6" SANITARY O 145 LF 10" SD ® S= 0.0023 LINE TO WITHIN 5' OF THE BUILDING WITH A A MINIMUM SLOPE OF 0.0100. O C.O. 10" IE=234.66, 12" IE-234.58 31 7 L.F. 10" S.D. ® MIN. SLOPE_=0.020 50 100 LF 12" SO ® S= 0 0057 WITH 10"x15" REDUCER LOCATE EXISTING WPM ARCHITECTURE 15" S.D., VERIFY I.E. AND NOTIFY ENGINEER C.U. 12" IE=234.01 IF IT CONFLICTS WITH PROPOSED STORM SEWER - 300 n 32 POND ORIFICE STRUCTURE PER 1/C202. 513 -'-- --- _� 07 100 LF 12' SC® S=0.0056 �Q NN FX STIN p PORK Nl. T OREGON 97209 �_»__.. ._ - _. -. - _ -- •V _ - - - -'--_ __ _ r- A z w -i - - _ � Y Y'Y �� r - �� 50 LF 12" SD S=O.G056 2 TEL 503 827 0505 �•--- - - � 2" DCVA PER TVWD DET BF102 FAX 503 827 0506 " SW GREENBERG ROAD w P _ (� 70 LF 10" 50 ® S=0.0063 ( INSTALLED BY CONTRACTOR ) - - - _. _ - --T------- -- 0 PO INSTALLEDE TV O C.O. 10" IE=235.10 € 34 �" WATER METER PER TVWD DET 702 b.. _d o _�.,�•x NATDISTRICT '3. ---T- - - - - - -- - - 11 10 LF 12` SD ® S=0.0020 CONNECT TO FOUNDATION DRAIN 12 G 0 t2 =234 38 �•vt--w �'`�r WIN PACIFIC��yv�r�iA'�,��r r�� "r^� -- 36 4" DCOA W FDC PER TVWD DET BF200 .( 8405 SW NIMBUS AVENUE -------- --- - --'---- --+�--- I 30 I -- _ ( INSTALLED BY CONTRACTOR 1 I�''AVWHPAC iC. 9700e-7120 �-"-- ( 33 LF 12" SO 0 S=0.0018 v,`7A FRT ON,F'OR 9M .__. - _.-_..._ _. ..._.. -. - IN. Engineering tAs r,ti h/dw :��.n_/ :�+.,.�_r, L...�. .A.A .4. _a.•._•.- TEL. 503)fZ6-0455- -- FAX: 503 528-0775 ng -- --- -------_-_--__-___-_ __ ____`__...__.._.._.._......._ .__..._ _-. _.._._.- -_ .. __. _._._ I --_.__-- -- -.__ ___ _.._.._.._.._-_.-_ _ ._. - 1 108 F 4" IRE- WATER WITH MEGALUG n` • -n as • su _1._ - - _.._._- _I�_ ._ __.__ �._..__ _ -__.__-----_.__._ , ____-_.-p- __ .___ -'--_-----'--•---_--r_.-n_----------. _ .____+___ G t _ ---{ 14 42 LF 4" SD S-D 02GG M 4 26 7 L, `Landscape Arrhitecturr Environmental services --- - - _ = 1(�ULL- - - -1 z • - F 6 Sp ® S 0 0200 MIN. . 4 L -__gESTRAINING,1f111�1IS_QIIW�ISIRE-AAd IIE OW SEE MECHANICAL FOR CONTINUATION. \ / - --- ,, _.._.__ _ /• _ - 16 7 LF 6" SD 0 MIN. S=0.0200 MIN. 148 LF 2" DOMESTIC WATER. SEE MECHANICAL _ - / \ - 5Q _ - t��` 17 14 Lr 6" SO ® S=0.0200 MIN. 4i FOR CONTINUATION. B 48 49 48 --~ .. �___ ``_- _ - - \� 11 LF SD ® S=0.0200 MIN. HYDRANT AES EMBLY PER TVDW DETAIL X101 , T-T 1�� t �,J \ I ., i U HOT TAP EXISTING 12" WATERLIN'F INCLUDING 20 LF 6 SO ® S=C 0100 �/ TAPPING SLEEVE, 8" G.V., AND THRUST BLOCK C�20 12" IE=234.19 44 2" TAP TO 8" DIP WATER • I 22<� 6" IE=235.90 45 100 LF 4" SO ® S=0.0300 MIN. \__ - I \` i DITCH INLET PER 41C202 46 HYDRANT ASSEMBLY PER TVDW DETAIL X1101 55 �i 1/ _ 2JV23 �40 � C.O. 12" IE=233.450 123 REMOE EXISTING FIcLD INLET 10I 17 - Z / (D19 INSTALL 20OW H.P.S. . COBRA WITH MAST c1 19 21 C.O. 10 IF=232.67, 4 IE-232.92 LUMINAIRE ON EXISTING POLE. Q -� _ 25 47 LF 4" SD ® S=0.0974 49 DECOMMISSION EXISTING WATER VALVE & METER. ' O I COORDINATE WITH STU DAVIS, AT TUALATIN SS' CO I 2�1 --6 X 26 C.O. 4" IE=237.50 VALLEY WATER DISTRICT, PHONE 503-642--1511 C S� p,G �p ?4 ��pl �0'• 0 50, UNCOVER BURIED 12 CSP FROM CATCH BASIN' I 0 12" IE=23317Y� Ap 2� G A2 lS6' (� I ,.Q,,Y.�y.w.,f OUTFALL. EXTEND PIPE IF NECESSARY AND w ! l �1 INSTALI 40 SF OF CLASS 100 RIP RAP. -- -_ ---- - ,_- 28 289 LF 8" DIP WA 7ER a _-- - - � 2 IE=t 236.D ' - T 1ao �I ^�• `�.. / (� I 29 168 LF 8" DIP WATER 51 REMOVE EXISTING LIGHT POLE 1 Z y'1!;e II rC �An 24 r �7� a 52 REMOVE 15 LF EXISTING 12" CULVERT I 56 -.•- I /�. ,,. .. e � ,....,, ,V-r- ",rte „�V -T-yl n- ,y„ 46 ! I tirY f YY O DECOMMISSION EXISTING DRYWELL � I I 56 I i 54 INSTALL 1 60AT CLASS ENDS OF 00 ORIP RAP RM AROUND Y' I �+.•w A. \ 55 9 ..a+41_A.A..x..A,A..+��..h..�... v.. «-.w n..L r,.l... •....4 - .. ��,.`,.,,+ .. �hII I INSTAL;. 20 SF CLASS SG R IP RAP42 \\C2 8) 4 90' BEND & THRUST BLOCK2 5 1 2 3 LF 6" SO 0 S=0.0200 MIN. ,• SD _ - I _- - - - �' - _- SD -- _ - - _- _ - Jf 11 1 s8 CONNECT TO EXIST. 12" sD VERIFY IE IANGIY PROPERTIES, LLC - =- r _ T vATv t , PRIOR TO CONSTRUCTION 12/ 59 17 LF 12' SO 0 S=0.0018 10 \ I Elm _ _..a Il WASHINGTON _ I - - GENERAL NOTES: CD ( B \ I _ I ROOF DRAIN _J :_ _�__ _ ql ) I -- _ \ STUB IE=237.5 TYP. v1 - - - - - SQU A / 29 \ I ( I 1 1 3 1• ALL STUBS FROM ROOF DRAINS WILL CONSIST OF 4" STORMPE � PIPE BEGINNING 5' FROM THE OUTER WALL OF THE STRUCTURE \ "t RUNNING A MINIMUM SLOPE OF 0.02 . 2. WATER PIPE UPSTREAM OF METER AND DOABLE DETECTOR CHECK � 6 SITE D I I I I \ 508 VALVE TO TUALATIN' VALLEY WATER DISTRICT STANDARDS. `�(� 7 , 3• CONTRACTOR TO I=1ELD VERIFY HORIZONTAL AND VERTICAL LOCATION RETAIL PROPOSE BUILDING 1 I 1 8 ( OF ALL EXISTING UTILITIES AND CONNECTION POINTS. 23 FF ELEV.= 40.00 5 I- 7 54 4. ALL SANITARY ANO STORM PIPES TO BE CONNECTED WITH A 'WYE' FITTING. ,O OW K S ELECTRICAL WO NEW . 5NRHN FOR COORDINATION PURPOSES ONLY a ----- 1-- I SEE ELECTRICAL PLANS FOR SITE LIGHTING. TIG ARD, OR -, 59 47 8 -4 ` o I LEGEND: _ -•.-- -- -•I--- --_ __ i 4' PROPQ EXISTIN PRmEcr No.: 04.3361.0001 _ PSE. LWSQLlP01,DV/G ! TRANSFORMER w�I FIELD INLET � `T DOWN!® cwv, KDQ PAD -- j 7 f'=�> > ` I CATCH BASIN l2 1 I cLor: 07/09/99 "`--- • CLEANOUT zwrE 33 350� 34 *- I FIRE HYDRANT REWSIon' CArE. `• - i `- - -- I - LUMINAIRE - rnna», rl,rnvrm� m::a - - - - -- -_ - - -- - _ 1 j OWNER REV. ADDENDUM 1 36 p r - } - - �- I I �.� N1 4 4 = - WATER A SEMEN T 2"D W "=----- I -- 8/13/99 City Comments E - - - - FW- FIRE WATER ca_:�.:m..._.-..__.a:�-._`_=._- __.__. �l -1.....�._.•._...,._.a..a. _... -:�.__....__s - - ..__ _ _ - - _. ._ --._. c _._ _.z.:z.•s.:a:as m =1: _IG'� ~� 203 -- --- SFORM SEWER _-__-- \ \ \ \ DW \ � 4 ,�\ \ •\ \.\ \ ,� ,\ `, '• \ `\ \ \` � -� DOMESTIC WATER Q. � \ \ \ � ,� \ \ •� \` \ �\ i -- - SANITARY SEWER ,. I 3 37 V1 5 26 26 45 \ �=a;.� t.-- GAS --U---- 46 41 31 24 25 _ - - - u� 1 TELEPHONE -T---------- POWER - ` 1 --- -- TIN PARKING LOT— PRpFFff 5 7 43 • EXI ___ KIN /GIN �+ -_I I 25, N SCAL.F_ 0 10 20 40 1� EXPIRES 12/31/99 - -- - ( FEET ) F 1 INCH = 20 FT FFORE COMPOSITE UTILITY PLAN ATTENTION: Greenbuq Rd 9385 OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED POTENTIAL U�'DERGROUND IIIIP2001.00071 MEC2901.00131 BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE FACILITY OWNERS5of 10 RULES APE SET FORTH IN OAR 952-'001 -0010 THROUGH ","t r vC. OAR 952-001 -0090, YOU MAY OBTAIN COPIES OF THE 'ONE (,ALL"RULES BY CALLING THE CENTER. UTILITY NOTIFICATION CENTEf? C102 (NOTE: THE TFLEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)232--1987). 246-6699 .. C«..,...:Pr4c.... _. ,.,_,,.,.,....._......ln. _...:.. "__. r•'e :: ..- .�_•m.whMM+r+www•...,w++w+...✓,xr.MIW� •hrlJ ... "f _ _ _.. ......w.........,..a..«.,.,........awarw..._.. i I l III IIII I I _ � II Jill I !4 ISI I � I ► I � �� I I � ��I -�� � d9 W4NOTICE: IF THE PRINT OR TYPE ON ANY LIII I10IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TU THE QUALITY OF THE _ "°Je ORIGINAL.DOCUMENT r1�'o� 8(Z 8i7 L1L 9L a1 -iL SL L [Z OT, 8T 9T LT 9t 8t 6l ST Gt i[ T 8 9 L 9 9 1 fi L 1, 11111111 IIIIIIIII ►IIIIIIIIIIIIIIIII��I�I IIII ��III�I�I IIII IIII IIII IIIIIIIII IIIIIIII►IIII�IIII IIIIIIIIIIIIIIIII►I IIIIIIII IIIIIIIII II iII� Il�llilll�ll 11 IIII ►Illliill IIIII►III►1 �IIIII► IIIIII��I II��I!lL tlU Il�,ilI Wl�ll W H1111111,41., it r{ Y; I 2 3 4 5 6 NOTE: ALL TRAFFIC MARKINGS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT 4S PER 0 I MENS I ONS BELOW r �y WH I TE REFLECT I VE TRAFFIC PAINT --`-�-- V j 2.0'Clq - ' --t - 3" OF CLASS "C" ASPHAL TIC CONCRETE `rn A l'r, -- 8'" OF 314"--0" CRUSHE-U AGGREGA TE S 10F BART �n - -MATCH ELEVATION AT - --- DR��N'D�E OF �' '•;`;.. �,; .,� - .�.—_, ;, j � VI�P� ARCHITECTUREPC 6" CONE. CURBAe U EXPUSUR 'p 513 NW 13TH AVENUE 300 Q, � p u I Jf� CNV o CONCRE PE DRIVEWAY �� - Ab PORTLAND OREGON 97105 TEL 503 827 0505 ------- — — — j FAX 503 827 0506 - J COMPACTED SUBGRADE -- 1.0' -- CONCRETE CURB OR FILL TO 95% DRY DENSITY --- r 5 1/2" - - roe 51,2" _ PACIFIC - - - VARIES, SEE SITE PLAN 11405 SW NIMBUS AVENUE BEAVFRTON, OR 97008-7120 WWW WHPACIFIC.COM TEL: (503)626-0455 _ FAX:15{03)528-0775 �. landsc p: Architecturre�ering 6 aviro mental Services CURB ENDING DETAIL _ 1 PAVEMENT SECTION 2 PAVEMENT MARKINGS ----_ ____ 3 TRAFr IC FLOW ARROW 4 . . . — �� --�I' L��--_--N.T.S. ---- ------- C200 SCALE: N.T.S. Q SCALE: - - N. T.S. -- - ZU0 B A NOTES. 1 7 1. THE TOP EDGE TO BE ROUNDED OFF WITH. A 1" RADIUS ON THE PAVEMENT SIDE AND 1/4 RADIUS ON THE LANDSCAPED L, < � SIDE. >> 2. PROVIDE EXPANSION JOINTS AT CURVES, TANGENTS, AND 60, \1 CORNERS. SPACING PER SPEC. / J. BASE OF CURB TO REST ON COMPACTED FILL. A✓ 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE PER SPECS. SIDEWALK RAMP DETAILFACE OF CURB 1/8" SLOPE TO FRONT -- -•�{ 6' CFNERAL NOTES VARIES ! 1 24 x 24 1. RA&,'P TEXTURE IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND 1" RADIUS 1/2" RADIUS j CURB I REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG --- - I - - -- - AXIS OF THE C;AMONU PATTERN SHALL BE PERPENDICULAR TU THE CURB. GROOVES I —6" WHITE STRIPES SHALL BE 1/8" DEEP AND 1/4" WIDE. GAL V. 6,• I° � p /4 STEEL PDLc 1 `b ---4" WHITE STRIPES t\ _ VARIES PA VCMEN 7 G C DETECTABLE ---� CURB CUT CURB AND , WARNINGO STRIPS 1.0' FORM SQUARE OR SIDEWALK BEYOND (SEEENOTE-) ROUND EDGE OF MIN. �- — ►{ UPPER 4 FINISH GRADE I NOTE BEVEL CURB CUT FROM GUTTER TO THE MACK OF CURB AT 29e _ � I �r ALL PEDESTRIAN CROSSWALKS SHALL CONFORM SECTION A-A _ N I TO ALL THE REQUIREMENTS IN CHAPTER 11 OF CONCRETE— 0 1/2" NOM. THE STATE OF OREGON 1998 EDITION OF Tp.' _ a Uy UNIFORM BIJILDING CODE. 1/4" NOM. BASE COURSE -� ., TANGLY PROPERTIES, LLC z o RAMP TEXTURE DDAIL �" - - 9" -- - G` T 0 R WA � ri [ N- TYPICAL CROSSWALK ,STRIPING STOP SIt�iV 6 _ 7 CURB NON—MOUNTABLE _ 'i ! _ _ _ ACCESSIBLE CURB RAMP F_OR_ USE ON MEDIANS _ $ SQ032" r SCALE: N.T.S. C200/ SCALE: N.T.S. C2OO SCALE: N.T.S. WASH. CO. CS-306^ CZOO SCALE: N.T.S. WASH. CO. CS-301 C200 "SF E sR6 D I ACCESSIBLE RETAIL 40'-0" MAX., 18'-0" MIN. RAMP TEXTURE (SEE TABLES) END CURB 0" CURB 13 EXISTING DRIVEWAY EXPANSION JOINT EXPOSURE VARIES WIDTH VARIES MATCH GRADE \ 4" THICK CONCRETE RAMP (SEE TABLES) — WIT�AOCESSISLE RAMP TEXTURE RowTIGARD, OR VARIES — � - � 5' MIN. 6" MATCH WIDTH CONCRETE WALK \ R=1.5 - . j CURB ENDING A R W LINE 2" 3/4"-0" CRUSHED ROCK �� LANDSCAPE 1 SEE NO1 E 5 C200 rRa£cr Na: 04..3351.0001 ROAD `2 •SLORE TO S REc END CURB EXP^NSION 6" X 6" -, t " - 0" CURB n .i� LWSODT02.DWG JOINT,, 10 GA. MESH T. - %. Y EXPOSURE f1 �O -STANDARD CURB F /~ / c,• to CONTRACTION SIDEWALK STERILIZE AND COM^ACT SUBGRADE WITH 6" EXPOSURE _ CON5' DRAWN: KDB q+ -L(T. C6/30/99 B B CURB JON s R=1.5' B DATE: M1?> SIDEWALK AWAY FROM CURB �F�, t�N o,�E CURB LANDSCAPE A FACE OF CURB ROW A P� 9'-0' MIN. 9'-0' MIN. _ 5' MIN. [5--0" 20'-0" MAX. 2U' -O- MAX, 5'-0" I CONCRETE WALK RADIAL rl PLAN 2" 3/4"-0" CRUSHED ROCK HAMFCURB 'JOINT (TYP) FLUSH W/ PAVE-MENT USE EXISTING EXPANSION JOINT -OR 2X• SLOPE TO STREET STANDARD CURB ACCESSIBLE CURB RAMP 2 JOINT. 1"AND PLACE COLD 1" EXPOSURE ROAD -•.� r WITH 6" EXPOSURE SCALE: N.T.S. 0200 -- _ _ ..._- ------- - - :•cc'`� SEE NOTE 5 T- ST!R I L I ZE AND COMPACT SUBGRADE NO TES._ ELEVATION B-13 —i o G MESH I THE TCP EDGE TO BE ROUNDED OFF W I TH A I" RAD I US ON THE PAVEMENT SIDE AND 114" RA:,I US 1-17' ABOVE BABE SIDEWALK ADJACENT TO CURB ON THE LANDSCAPED SIDE. 1 1/2" , ---- 2. PROVIDE EXPANSION JOINTS AT CURVES, TANGENTS, AND CORNERS. FPAC 1 NG PER SPECS. i-1/4" • STREET ► NOTES: 3. BASE OF CURB TO REST ON COMPACTED FILL. O `-1/4" I CONCRETE SHALL BE A COMMERr ?AL MIX. O 000 •' ' � " � 2. PANELS TO BE 5 FEET LONG. --� - " 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 4. CONCRETE COMPRESSIVE SIRFNGTH SHALL BE PER SPECS. . UTILITYO O O ��Ep PROFFr 2 OF COMPACTED AGGREGATE VAULTS, RAMPS, AND AT NOT TO O� �S�ANG I Nr `f/n SECTION A-A EXCEED 45 FEET. 9 y 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS '10TH PER }� NOTES THE CURB THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A -CONCRETE CURB (TYP) TOOLED JOINT 6" of - M I N I MUM 1/2" RADIUS.US. PLAN FORM EDGE ' NOMINAL DIMENSIONS Q �� / VF"RIES - FLUSH Wr�i PAVEMENT 1. CONCRETE SHALL BF: COMMERCIAL MIX. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 15"-0 f 4" THICK OR N CURB IS USED, OR IF SIDEWALK IS !NTENDED AS PORTION OF DRIVEWAY. SLOPE 11% MIN. SLOPE CONCRF-TE 59, MAX 2. CURB JOINT SHALL BE A TROIM"I_f.-D JOINT ►h,TH � MINIMUM 1 2" RADIUS _"' --` - '• RAMP 29' Ml -PAV!�MENT / OTHERWISE SIDEWALK SHALL HAVE A MINIMUM N I MUM THICKNESS OF 4 INCHES. � al 2% M^x. �, - �„ ti; ' NOTES: K L 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH s .�: _ EXPIRES 12 ALONG BACK OF CURB. 3" DIA. PLASTIC PIPE AT 2% SLOPE. CONSTRUCTION JOINT TO BE PLACE) �' I"�'�` i 'J, -- 1. RAMP TEXTURE IS TO BE DONE IN WET CONCRETE /31/99 ' COMPACTED 6.. "�_ TO LEAVE A DIAMOND PATTERN AS SHOWN. J. EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATE OVER PIPE. 1 VARIES 1?."-6" 2" j SUBGRADE I _10" THE LONG AXIS OF THE DIAMOND PATTERN SHALL MATERIAL J EQUAL, J F+ COMPACI U- -4" THICK CONCRETE RAMP 9 BE PERPENDICULAR TO THE CURB. GROOVES SHEET nnE3 F EX TcNDING FROM SUBGRADE TO FINISHED GRADE. SUBGRADE " A SHALL BE 1/8 DEEP AND 1/4" WIDE SITE DETAILS 4. TRANSITION FROM THROAT WIDTH TO EXISTING AT 3:1 WIF14 ASPHAL.T CONCRETE_. S EC T I G I V' A —A S E_C T I 0 N B-B N.T S. N.T.S. —^ G,aenbum Rd,9385 SUP2001.00071,MEC2001.00131 �— Sof 10 COMMERCIAL DRIVEWAY 9 ONCRE- TE SIDEWALK 10 ACCESSIBLE CURB RAMP 11 ACCESSIBLE RAMP TEXTURE 13 SH£F1'NO.: '5C.41 E: N. T.S. WASH. CO. DW-201 B C200 13-3ALE: N.T.S. WASH. CO. CS-305 �C200 SCALE: N.T,S. 0200 SCALE: N T.S. C200 0200 a NOTICE: IF THE PRINT OR TYF=' ON ANY I III III III V I I I ill III 11 1 I I I I I III 111 III III I I f I I I I I I I I III III III III III III V I I I III ill I I III III 1 1, 1 1 1 1 1 III I C I I I I I I III III III III III V I I I a ISI 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE., In!____l_____. , --__.-_�.�1_�._._—�_ IT IS DUE TO THE OUALITY OF THE --- N,.,e �•- q-- ORIGINAL. DOCUMENT g L 86 GE 8 6 16 G I' S'I t6 L t 8T I Lt t I IIIA I����I►1���IT11�11��I� IIII�J111 IIIIUI(��Ilul►ITIIIIINII�IIII IIIIiIITl�llll Illi!►►►►I��1���Illil►1. Illi►11►►111!11►�I111�1►►►►1111111�1�1�1111�111111111111�►W� �►I llllul� , ,7r k ,_ y: tll. c; n, 9: 2 3 4 5 6 I A EROSION CONTROL PLAN_( NOTES -MAY BE USED SHORT TERM --- W/ UTILITY WORK AND W/ PHASING OF DtVELOPMFNT ,. ,'z 1. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS TO ENSURE THAT _ ,} t F-- ; WPM ARCHITECTURE Pc SEDIMENT LADEN WATER DOES NOT LEAVE THE WORK SITE. THE CONTRACTOR SHALL ' • ' USE ALL AVAILABLE MEANS TO ACHIEVE THIS RESULT. 1 �«r 513 NW 13TH AVENUE 300 2. THE IMPLEMENTATION OF THESE ECP PLANS AND THE CONSTRUCTION, } r I �}p _ Nrrir �r���,' PORTLAND OREGON 97209 MAINTENANCE, REI 14CEMEN7, AND UPGRADING OF THESE ECP FACI.JTI_S IS THE 1,"1° l TEL 503 827 0505 f RESPONSIBILITY OF THE CONTRI('TOR UNTIL ALL CONSTRUCTION IS COMPLETE) AND fAX 503 827 0506 APPROVED, AND VEGETATION/LANDSCAPING IS ESTABLISHED. i G y , , y -1 "� `'s_: 3. THE ECP FACILITIES SHOWN ON T141S PLAN MUST BE CONSTRUCTED IN dF Sp. CnNAUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER 90 AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE CRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER ST, NDARDS. CATCH BASIN _ AREA ORA-IN_ _ �0 PP POCK ° � 4. THE ECP FACILITIES SHOWN ON THIS PLAN ARE THEPACIFIC MINIMUM REQUIREMENTS NTS NTS �5 0 - ° � FOR ANTICIPATED SITE CONDITIONS. DURING 114E CONSTRUCTION PERIOD, THESE ECP PSP - L 8405 SW "WUS AV1NLIE _ y FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO `It���" ` / BEAVERi')t OR 97008-7120 ENSURE THAT SEDIMEN'-LADEN WATER DUES NOT LEAVE THE SITE. ti ?*;rJ3 , / L�5131B28-0455_ FAX__(;,Q�,8-0774 Plann,n • F.nyineerinQ • S,:rveyin Landscape Architecture • Cngronmenlal Servlcee 5. THE ECP F1,CILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND f nvi MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. \ --- _ 6. THE ECP FACILITIES ON INACTIVE SITF_S SHALL BE INSPECTED AND MAINTAINEC t.A CLEAN PIT- RUN OR A M!NINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. FLOW �L\ X55 f 2" MINUS GRAVEL DITCH BOTTOM F R I B 7. ALL S70RM INIETS SHALL BE PROTECTED TO PREVFNT SEDIMENT FROM LEAVING THE PROJECT SITE. AT NO TIME' SHALL MORE THAN ONE OF SFDIMENT -- - -- - �'ii416k, SUBGRADE REINFORCEMENT -- 8" MIN. P�Oc55 I -- - GEOTEXTILE, AS REQUIRED DEPTH GFt. BE ALLOWED TO ACCUMULATE W,THIN A TRAPPED CATCH BASIN. ALL CATCH BASIN; \\` 11 pF AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SE':i10N A -A ,.� ,... SYS TEM. PLAN 8. ALL AREAS DISTURBED D B,v CONSTRUCTION OF THIS PROJECT, NOT RECEIVING A �. • . DITCH INLET HARD, DURABLE SURFACE SHALL. BE GRASSED ANp/OR LANDSCI,PED AT EARLIEST PRACTICABLE TIME. INLET PROTECTION GRAVEL CONST. ENTRANCE 3 9. IN GENERAL, CONSTRUCTION SHALL PROGRESS FROM DOWNSTREAM TO ------- ---- CT2 UPSTREAM. THE CONTRACTOR SHALL CONSTRUCT ECP FACILITIES IN CCNJUNCTION SCALE: N. T.S. 1 SCALE.- N. T.S. C201 WITH ALL CLEARING, GRADING AND OTHER LAND ALTERATION ACTIVITIES, 10. STABILIZED CONSTRUCTION ENTRANCES ARE REQUIRED AND SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJE:T. THE LOCATION OF THESE ENTRANCES SHALL BE COORDINATED WITH THE CITY PRIOk TC CONSTRUCTION OR RELOCATION, ADDITIONAL. MEASURES MAY BE REQUIRED TO ENSUR'_' THAT ALL NOTE: EXISTING PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. STAKING OF BAGS MAY BE 11. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN FUNCTIONAL AND IN WOOD ED KUSING SS OR APPROVED 2" PLACE UNTIL. THEIR REMOVAL IS DIRECTED BY THE. ENGINEER. THE CONTRACTOR EQUAL PER BAC. SHALL COMPLETELY RESTORE ALL AREAS DISTURBED BY REMOVAL OF TEMPORARY EROSION CONTROL MEASURES. REMOVED MATERIALS SHALL BECOME PROPERTY OF FILTER -USE STITCHED LOOPS THE CONTRACTOR TO BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS AND 'IL TER FABRIC MATERIAL FABRIC OVER 2"x 2" POSTS �i • JURISDICTIONS. 36" WIDE ROLLS S MATERIAL t .X 0 26 - - 6'MAXIMUM SPACING - P\ TANGLY PROPERTIES llG EROSION CiONTROL TABLETS FRONT VIEW SIDE-. S-.VIEW PLAN VIEW REFERENCE: EROSION CONTROL PLAN TECHNICAL GUIDANCE HANDBOOK SITE SLOPL-(1) STOCKPILE - ANGLE BOTH ENDS OF FILTER FABRIC WASHIFAIGTONBAS 1. GEAVEL CONSTRUCTION X X X X X X X E MEASURES <21% <100 <15% <200 <30. <507. >509 FENCE TO ASSURE SOIL 1S TRAPPED NOTES: I 6" OVERLAP 1. BURY BOTTOM OF FILTER FABRIC 6" PT. A TYPICAL ENTRANCE (SEC. 3.3.1) VERTICALLY BELOW FINISHED GRADE. PT.'B' 5 Q% -- 2. 2"x 2" FIR, PINE 0R STEEL - U A P,,, E 2. SEDIMENT FENCE 0,4 X X X. X X X tD BARRIER ® TOE OF DI i TURBEDINTERLOCKED / FENCE POS FS. "� •�, „ AREA (SEC. 3.3.2 & 3.3.3) 2"x 2" POSTS /� 3. STITCHED LOOPS TO BE INSTALLED NOTE: � AND ATTACH DOWNHILL SIDE OF SLOPE. PT. 'A' MUST BE 6" I 5 U T E ph', 6 3. UNDISTURBED BUFFER © 1vE A(2.) 4. COMPACT ALL AREAS OF FILTEK FH9RIC MIN. HIGHER TIi,IN D OF DISTURBED AREA TOP VIEW TRENCH. PT. 'B' (SEC. 3.3.5) SECTION A_A RETAIL 4. SEDIMENT FENCE ON CONTOURS (SPACING)INSTALLED (300') (150') 00') (50') (z5')X25') SILT FENCE DETAIL 2 810FILTER NBAG DITCHES & SWALES 4 SCALE: N.T.S. C201 SCALE: N. T.S. C201 5 TEMP INTERCEPTUr, DIKES/ # # # # # I¢' TIGARD, OR SWALES AROUND ACTIVE WORK AREAS (SEC. 3.3.11) i 6. CHECK DAMS X (SEC. 3.3.13 & 3.3 3) 7, STOPM DRAIN INLET X PROTECTION BARRIER PROJECT NO.: 04.3361.0001 (SEC. J.3.12) FILE: LWSQECO'.DWG WET WEATHER MEASURES DRAWN: KD8 -- _ I PLOT: 06/.30/39 8. (SEC 3' e 3.6)RLSHn�r SS e STANDARD NOTES FOR SEDIMENT FENCES ------- -- - ----- -- - REVISION: DATE: 9. 2"-MIN STRAW MULCH 0 0 0 0 0 0 1. THE FILTER FABRIC SHALL 8E PURCHASED IN A CONTINUOUS ROLL CUT TO THE COVER (SEC. 3.3.7.) LENGTH OF THE BARRIER TO AVOID USE OF' JOINTS. WHEN JOINTS AkE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ON/ Y AT A SUPPORT POST, WITH A 10. EROSION BLANKETS W/ 0 n 0 U 0 0 MINIMUM 6-INCH OVERLAP, AND BOTH ENDS S-CURELY FASTENED TO THE POST, 1 E ANCHORS (SEC. 3.3.8) OR OVERLAP 2"X2" FOSTS AND ATTACH AS SHOWN JN DETAILr2 ` c2o 1 1. 11. 6 -MIL PLASTID' SHEET 0 0 0 0 0 • • 2 THE FILTER FABRIC FENCE SHALL BE INST4LI-F_D TO FOLLOW THE CONTOURS COVER (QFC. 3.3.9) WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART 12. SEDIMENT TRAP OR POND C 0 0 0 0 AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OI- 24 INCHES. (SEC. 3.3.10) 3. THE FILTER FABRIC SHALT_ HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL EXCAVAFED MATLRIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKF,LL_LD POST CONSTRUCTION AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. d -- 13 ESTABIISH GROUND X X X X X X X X 4. STANDARD OF HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURF_D CJVER OR LANDSCAPE PRIOR STIC'HED LOPS FUR 2"X2" POST INSTALLATION. STICHED LOOPS SyALL BE INSTALLED 1'0 REMOVING EROSION ON THE. UP HILL '310E OF THE I-OOPED AREA. MEASURES (SEC. 3.3.6) 5. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SLRVED THEIR USEFUL PURPOSE, BU" NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMENENTLY ��p FIROFFf KEY- X = BASE MEASURE (REQUIRED AT ALL TIMES) PROTECTED AND STABIL,ZED. f c\�/�yNGI NVE A = ALTERNATE TO BASE MEASURE INDICATED IN PARE-N THESIS � �p �y Z. \9 # = OPTIONAL BASE MEASURE, CAN USE AS APPLICABLE 16. FILTER Fl.B.?IC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR " = SUPPLEMENTAL WET WEATHER MEASURE (NOVEMBER 1 - APRIL_ 30) IMMFOIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PR01.ONGFD RAINFALL. U = AL TEkNA 11 VE WET WEATHER MEASURE TO " ANY RFi,UIk'ED REPAIRS 514,41.E BE MADE IMMEDIATELY: 0fil- (1) NOTE: IF DIFFERENT AREAS OF THE SITE HAVE CONSIDERABLY DIFI FRENT SLOPES, THE SITE MAY BE DIVIDED UP AND EROSION Ao r z5, � '-k MEASURES S -I-ECTED FOR EACH ARE FROM THE APPROPRIATE COLUMN IN THE MATRIX EXPIRES 12/31/99 F SkEtr VILL EROSION CONTROL DETAILS Green bUlq fid 9385 9UP2001-00071,MEC2001 00131 7 of 10 SHEET NQ C201 I I I NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AITTI III III I I I I I I I III III I I III III III 11 I I I I I I I I I I I I 111 f l l 1 1 1 VIII I IL I I! III III I IDI I L I I III !!I I I�I I I I III ill III III III III I I III III I I'l l l I rllljjlIIjIIl!'�] , Ij a�l (�L�G CLEAR AS THIS NOTICE: IIIII I!II1 I �. I I IS DUE TO THE QUALITY OF THE 1 140,36 0' r.,. ORIG'.NAL DOCUMENT E 8�E 9Z LZ 9Z Z y7, SL Z IL lit 9i I BZ LT 9T 4l 6T ST Z .T� Zi [ e I g9 L 9 4 jf I S L i7rr,11N �lilllllll IIIIIIIII ILII IIII�IIII�IIII�IIIIIIIII�III�II�II�IIII IIIIIIIII�IIII ILII !III�IIII IIIIIIIII II�I�IIIIIIIII�IIII IIII�IIIIIIIII�IIillllll IIIIIIIII I'll ILII III�IIIII�!Illlllll�ll!IIIIII ILII Ililllllllllll�llll�llil llll�llll �11�11W111�i111 11W ll IIIIINII R r1 2 1.. 1 2 3 4 5 6 A 3/4" DRAIN ROCK WI r' I yTHIN-STPEET OUTSIDE. STREET RIGHT-OF-WAY 2'-4 3/4" -- -- - - ---- -- - AS APPROVED BY CITY ENGINEER -- --_ 2'-,3 3/8 - ----- 2'-3"' - RESURFACING TO BE MIN. 3 1/2" CLASS "C" NOTE: 1' I N I ASPHALT OR MATCH EXISTING, CONCRETE SHALL BE 3000 PSI WHICHEVER IS GREATER, COMPACTED 10 919 28 DAYS, 6 SACr, MIX. _-- d 1l OF MAX. DENSITY (RICE __- A EXISTING SAIWCUA C_ --\ SECTION rT -1 1/2"' z 1/2� RESURFACING A f S0. EDGE FLAT BAR 1 ,-- 2 1/2'" x 1/4" SO. EDGE -MIN Wp111 ARCHITEC i URE / FLAT BAR TYP. GRATE FRAME GRATE GRATES NOT J '° �- 7- P PEr? SHOWN � �`A A EAR (9 EA C202 PLAN VIEW ° '/1 �� 11 } f J4� CLASS A 513 NW 13TH AVENUE 300 `4 L J o a BACKFILL p PORTLAND OREGON 97209 - ��- (COMPACTED TO x TEL 503 827 0505 _TYP. 3 x 2 1 2 x 114* L _3116_ " l YP. CLASS B GRANULAR n 90X OF MAX. R FAX 503 827 O.SOb T\ -_IE=237.00 1/4" v V - BACKFILL (COMPACTED TO C`�,. u DENSITY AS PER Q 95 X OF MAX. w t, AASHTO T 99) 1 - DENSITY AS PER o w AASHTO T-99) \ co IE=235 62 3/4" DRAIN ROCK 2 1/2" x 3/8" I - 3" CENTER TO CENTERPLAN 4 Q SO. EDGE FLAT BAR - - - PACIFIC -- ' 3/4"-0 PIPE 4 12" SD �'�•. ---- PLAN h c � OUT l:;(�-r� 6" b F3EDDING AND PIPE ZONE > , c _ __--_ •, PIPE ZONE 6405 SW N1Mb:15 AVENUE 12" �� 1 MATERIAL NO p 1 , BEA OR 7p08-71LO -- 1 1 1 1 2' i 3 1 D/ - W1t•W.WHPACIFIC.COV SHARP EXTRUSIONS TEL03 828-_045b ;AX: b03 328-077 t' \� ?� PDND BOT. E!_E.=233,03 I Planning • Engineering Surveying J0 IE=2 -3_03 _ - 1E=233.03 1E=233 03 r+ �G I� j �� - - -- CONTACT WITH flf-ll�l[- TI �� T ging .: TYP. IN - -� qT-� BEDDING -'--- PPE Landscape Architecture Enviro unantal Services • :� . ;•. . �- 1/2" x 3" BOLT 2 112' -- _ �-._ -------- - - - - - -- - - - -- - -- �_. ._---- - - -- --- _ -_--� SLC r N ASA 6' - 3 3/m 6" 6" 2' [__-6�' W/ 114 ' SQUAREINSER D IN WALL SECTION A=A - W_-- -- 1 - rEEL MESH ON OUTSIDE NOTES: B L _ 1. ALL CUT EDGES SHALL BE SAND SEALED WITH CRS-1 OR CRS-2 EMULSIFIED ASPHALT OR EOUA 3'-3 3/8' -- - ----- 1/2" ORIFICE DRILLED IN PIPE CAP 2. THIS TRENCH BACKFILL REQUIREMENT APPLIES TO ALL UhUTIF_S. 3. ALL NONMETAI_IC WATER, STORM DRAIN AND S)ANITARY SEWER PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE TRACER WIRE (18-GAUGE, INSULATED COPPER, OR HEAVIER, BLUE IN COLOR FOR WATER AND GREEN ELEVATION A-A SECTION B=D 1 THE TRENCHFOR SrORM FOR LOCATINGAJANITARY SEWER,THEPIPE THF FUTURE. OTHER APPROVED MATERIALS) INSTALLED IN POND ORIFICE STPUCTURF_ _ 1 FRAME AND GRATE DETAIL _ -C I� 2 TRENCH DETAIL (GREENBERG ROAD) - SCALE: N.T.S. \ C202SCALE: N.T.S. C202SCALE: N.T.S. C202 , ) IN PAVED AREA IN LANDSCAPE AREA 1-3 a --- - -r► - -►-� r-6" OTA. PIPE, UNLESS OTHERWISE NOTED 3 FLEXIBLE�\ STANDARD CAST IRON -� UNPAVED PAVED DIA L NOTED COUPLING ON PLAN RING' & COVER AREAS- AREAS 4" MIN. CONC URM s- --� REMOVABLE FINISH GRADE AC--- EDGE SQUARE OR ROUND PLUG IE AS NOTED SEE DRAWING NO. 260-ST _ _ �-" �'� ON PLAN - FOR FRAME AND GRATE `_- o TERMINAL CS O WATERTIGHT PIPE PLUG -- CONNECTION 4" MIN. CONC. z DETAIL -7[7 GRATE 6" MIN. - -rLLECT 4� ( V) GRADE DITCH EL -- 27 3/4" SQUARE GRATE �- -� ---_ RISER NOT TO EXCEED NATIVE - DITCH 8" INSIDE DIAMETER BACKFILL - /�� OR - W . UNLESS OTHERWISE 1 112 0" ~O TRAP FLOW AREA SHALL - - \ DIA. AS NOTED ON PLAN (D.l. PIPE IF LESS C, CRUSHED ROCK "� BE EQUAL TO OR .r THAN 18" COVER FROM FINISH GRADE TO -- PROVIDE 3/4""-0" CRUSHED V) THE ul ACONNEC IONTER THAN H�PEF CLEANOUT TOP OF PIPE) ROCK FOR A MINIMUM --� c t" ___ _ OF 6" AROUND CLEANOUT '� - 12" MINIMUM ,� a WHE TRAP ON PLAN (MOO) a -� o , f COMPACTED --- - -- t o I LANGLV PROPERTIES, LLC 3/4"-0"' FLEXIBLE CRUSHED _ N FLEXIBLE �C'OUPLING AS pp ROCK 4" MINIMUM o e ClUPUNG REQUIRED 10 GA.L✓ - LYNCH TYPE EL - -- m- WYE LATCH BASIN ( �) WASHINGTO PIPE ID JR APPROVED 0 \yyyy PLAN + �{ EQUIVALENT - 2� PIPE ZONE AND 4" MIN. 3/4'" 0 SQUARE BEDDING SQUARE 2' - 0" BACKFILL AERIAL SEE ABOVE FOR ' \< " SELECT NATIVE MATERIAL IN LANDSCAPE 50UARE TERMINAL C.B. MAX 30 w "`'` • '��fir'' r�✓` AREAS FOR TELE., ELEC. AND GAS. CONNECTION i r✓ . MIN 10 m p o SITE # 6 CONCRETE ENCASED WYE Q D _ _DITCH_ _ o' c BOTTOM v •. - = _ .-: : :_ - CLEANOUT (C.O.) // 5 71 UTILITY TRENCH 6 �� CATCH BASIN (MOD.) 7 RET I Ll 1 t6 Q SCALE: N.T.S. \C� SCALE: N.T.S. \C2O2 SCALE: N.T.S. C202 aM A X. - J- ---IFTIGARD, OR (HORIZONTAL) VOLUME OF THRUST BLOCK eUl ° 00 m o p CO BEARING AREA OF THRUST BLOCKS IN SO. FT. IN CU. YDS. (VERTICAL) v PITT/NG TEE 90' BEND 45' 22 1/?'T 11 714 FATTING BEND ANGLE • e •� p • . a .a,aR • A. SIZE BEND BEND B-END SIZE a D a5' 22.5• 11.25' PRQECT NJ. 04.3361.0001a .4vd p 4 1.3 1.8 1.0 1.0 1.0 4 1.1 0.4 0.2 FI.E: LWSODTO1.DWG 6 2.8 4.0 2.2 - 1.1 1.0 6 2.7 1.0 0.4 DRAWN: KOB -------- -- - --- - - - 6 - 6 6 8 5.0 7_1 3.8 2.0 1.0 J 8 4.0 1.5 0.6 PLOT: 07/09/99 12 11.3 16.0 _ 8.7 4.4 2.2 12 _8.5 3.2 1.3 DATE; 16 20.1 28.4 15.4 7.8 3.9 I 16 14.8 5.6 2_3 REVISION: DATE- SECTION ATESECTION A- A SECTION B - B 20 31.1 _- 44,4 24_0 12.3 6.2 ---- 24 1 45.2 1 64.0 34.6 17.7 I R.0 OWNER REV. ADDENDUM #1 NOTES: VALUES BASED ON 200 PSI WATER PRESSURE AND 2000 PSF SOIL BF,ARING E CAPAC'TY. DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C--478 8" OF 3/4" COMPACiE:D BASE MATERIAL DITCH INLET STRUCTURES FOR PIPE SIZES 24" OR LARGER TO BE PRIOR APPROVED 57 PRECAST MINIMUM WALL -THICKNESS TO BE 5" REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED WIRE MEETING ASTM A497 C3E"ND TEE VERTICAL BEND FITTING ROD EMBEDMEN SIZE SIZE \����ND PRO�f�J/o GIN 4"-12" #6 30" � � 14 1 y� 14"-16" #8 36" DITCH INLET ! J ORE1 �- - �t ;< AREA DRAIN TYPE II 4 NOTES: --- (�- m�gar2L'�� i- - -------- - - " --- ---- I i) CONCRETE BLOCKING TO BE POURED AGAINST n UNDISTURBED EARTH EXPIRES 12/31/99 SCALE: N.T.S.-U.S.A. STD. OWG. NO. 250-ST -202. 2) ALL CONCRETE TO BE CLASS 3000 3) INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEET STRADDLE BLOCK AROUND FITTING. SECURE SHEET ENDS TO PREVENT r F INFILTRATION OF DIRT BETWEEN SHEET AND PIPE SEF_ DETAIL NO. 200 FITTING PRIOR TO POURING THRUST BLOCKING UTILITY DETAILS 4) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS Greenbwq Rd 9365 FROM BUP2001-00071 MEC2001-00131 CONCRETE WITH TEMPOARY FORMS AND Sof t0 POL YE THFNE SHEETING SFE NOTE No. 3 SHEET NO. 1•IIRUST BLOCK �' 8 \ --- - _ - --- - - _ G202 SCALE: N.T.S. C202 -,,- ,.._-•,,• .....,�....sxwr..::.r..,., ..W.�,. �, � ,, ,•.,,..�., _ . .,,..�.... _ _. _ �A.+ .. ._ .s,.,� �aib&�zRraruVl �Y!� . Tk1GiL�1i9l:.-. , NOTICE: IF THE PRINT OR TYPE ON ANY r�r IIr II! III III IIT 111 I�I III II! III I I III 111 III IhI�III !II 1Ii I�I�II! iI! II! !II II' II! !Il ;�I ISI I�I�I�1�I�I i�f ISI I I I(I ISI I(I�I�I�I�I ISI I�III�I ISI I�I�I�I�I�jI� C1 �7/ (klLr♦. IMAGE IS NOT AS CLEAR AS THIS NOTICE, �I I_ I 1 I I_ I I�L_I_.II �_I I I?l I_ I�l_._._L61.. IT IS DUE TO THE QUALITY OF THE +� ""'e A`= IIr ORIGINAL DOCUMENT f( ��1(S 8Z B[Z LZ 9L Z 6Z SL S t1G OL' 8i BI L�T 91 9i 61 ST ZT 1 LT T 6 8 L �9 9 i S 66 I t�u� Illillllll ����I���� ���IIII��►I�I����I� ��I�I����►I�IiIIII�►III�I�I�����II�I�I�III�I �IIII �IIII �������IIIIIIIIIIIIII�����III��I��� II�� �II�IIIIIIIIII iII�IIIII l�I�►I�II ILII ILII IIII�I�II ILII IllllllW�lllllllil►lill Wllli I l� 11lll�l�llllll�lll rr A WPM ARCHITECTURE PC 513 NW 13TH AVLNUE 300 PORTI AND OREGON 97209 TEL 503 827 0505 FAX 503 827 0506 A C I F I CI 8405 SW NIMBUS AVENUE BEAVERTON, OR 97008-712 WWW.WHPACIFIC.COM _I5Q?J_620-0456 -fAX--(LO P) nnina 0 tn"*oria�r* Surveying Landscape Architecture • En ownrovitad Services is 0 0 0 0 0 0 R n n 0 R R R R R R R TREE WRAP F901W GROUND to FORST BRANCH r7 WITH STAKES. TREE TIES (2)2X2 ss eSTAKES i i I i --i - i I �6 0'• S • �a ----- - -- --- -- DO NOT PENETRATE ROOT BALL DRIVE 31 MON. REMOVE BURLAP AND rwtor FROM M at TOP 1/3 OF BALL AFTER STAKING L 19 RTW REMOVE ALL TWINE AROUND BASE OF TREE TRUNK TO THE FIRST BRANCH. 0. —EXISTING TREES TO PLACE ROOT BALL AT TOP OF MULCO, 18 MAO LAYER. 10 BTH PRL PC CON (41 30" OIC (TYP) 10 BTH REMAIN. (T"PpO74L) —MULCH CORCL f WA ITP BASIN 2'APPROX, 21 AP 8 BTH DEPTH MIN, 24'DIA. BAPK MULCH CIRCLE IN TURF AREAS. 7 TP 23 PRL 24' BTH 11 MAO 63 SAL 3 TP 18 RTW I B TH 28 PRL SOIL MIX BACKFILL AS SPECIFIED. I * SCARIFY WALL. AND 0OFrOid OF 13 PC -- I I j ' I ! I I PLANTING PIT. 12 Q. 79 ESC --Il BTH C TREE PLANTING DETAILo I { !2 NTS 777-=_7 PC I 1 I i I I 1 , 1 ( ( ! I I' H. H 2 TP ROUGH SEED 0 12 BTH 34 RTW- v 6 BTH I PC I PC 10 SPO C/) 4'LATERAL.MOVEMENT OF TRUNK ATErR LLJ 'GRD-STRAIGHT' 6 TH POINT Of TIE. TREE TIC. - ALLOW 3' To 1P 15 BTH GUY RrS- J PER TREE AND EQUALLY LANGLY PROPERTIES, LLC SPACED, D 33 MAO REMOVE BURLAP AND TWINE FROAO TOP 1/3 OF BALL AFTER STAKING. - 14 19 HOD REMOVE ALL TWINE AROUND BASE' OF TREE TRUNK TO INE FIRST BRANCH. • ROOT BALL AT TOP Or MULCH LAYER.PLACE 7- ­ 1 1 1 ! T-T 10 MULCH CIRCLE WA TER BASH.- 2'APPROX. Wiffil 6,MON. DEPTH AND MON. 24*DIA. -' BARK MULCH 21 PRL WASHINGTON CJRCLE ON TURF AREAS. R SOL MIX BACKFILL AS SPLCIFIED. • PLANT MA TERIALS LIST SCARIFY WALLS AND 801,LW OF PLANTING PIT, OTY S Ym. BOTANICAL NAME (JMAfON NAME SIZE REMARKS 3 TP SQUARE 2 X 2 X 24'PRESSURE TREATED WOW 2 X DIA. OF STAKES OR EOUAL. TREE R D 8 AP ACER PLATANO10ES 'EMERALD QUEEN' EMERALD QUEEN MAPLE 2" CAL. B&B ...... ..... SITE #6 24 PC PYRUS CALLERYANA 'CHANTICLEER' CHANTICLEER PEAR 2" CAL B&B 1.9 TP THUJA PLICA TA 'HOGAN' HOGAN RED CEDAR 6'-7' B&B SHRUB CONIFER TREE PLANTING DETAIL NIS BTH BERBERIS THUNBERG11 'A TROPURPUREA' PURPLE LEAF BARBERRY 5 CAL CAN REMOVE EXISTING TREES RETAIL 82 RTW CORNUS STOLONIFERA AS REQUIRED IN PLANTING REDTMG DOGWOOD 5 GAL CAN AREA TO CONSTRUCT NEW 131 ESC ESCALLONIA 'APPLE PLOSSOM' APPLE BLOSSOM ESCALLONIA 2 GAL CAN 00 SAL GAUL THERIA SHALLON SALAL 1 GAL CAN DRIVEWAY THIS LOCATION. 24 HOD HOLODISCUS DISCOLOR OCEAN SPRAY 2 GAL CAN 76 MAO MAHONIA AQUIFOLIUM OREGON GRAPE 5 GAL CAN 137 PRL PRUNUS LAUROCERASUS 'OTTO LUYKFN* OTTO LUYKEN LAUREL 5 GAL CAN 27 SAL TIGARD, OR 16 SPD SPIRAEA DOUGLAS!! WESTERN SPIRAEA 2 GAL CAN S IRI T ® 24"T GROUNDCO 6 SPD R- OIC (TYP) As Reqd COIN COTONEASTER DAMMER! 'CORAL BEAUTY' CORAL BEAUTY COTONEASTER I GAL. PLANT 30" OC 71 RTW—' • AQUATICS 17 -------TYPH 0 24- OIC (TIP) PROJECT NO.: 04.3361.0001 As Reqd IRIT IRIS TENAX UREGON IRIS I GAL. PLANT 24" OC 14 MAO FILE L WSOLPO I-0 WG As Reqd JUNG JUNCOS EFFUSUS COMMON RUSH 1 GAL. PLANT 24 OC As Reqd TYPH TYPHA LATIFOLIA CA T TAIL 1 GAL. PLANT 24" OC 0 /R/T 0 24" 01C (T(P) LRAWk BM8 0, AO ROUGH SEED SHALL BE "BIOFILTER" BLEND FROM SUNMARK SEEDS, #(503)241-SEED. 07/09/99 S JUNG 0 24" OIC (T1P 2 BIOFILTER BLEND CONSIST OF 509 COCHISE TURF TYPE TALL FESCUE, 30% DELAWARE DWARF PERENNIAL RYE, DATE. 5HOD— AND 209 CHATEAU KENTUCKY BLUEGRASS, H� REMIO# DATE, S R OWNER REV. ADDENDUM #1 E 2 TP EXIS - \�. \ �. 1 G TR S T REMAIN VERIFY �' \, \52 EC \ �. \\ \\' \� \� \\ i� �'x 1 LOCATION. SCALL 20 0 10 20 40 FEET 1i INCH me 20 FT 2 1 E_ MA u OREGON F Pe xv� LANDSCAPE PLAN Gratenburq Rd 9385 BUP2001-00071.MEC2001-00131 9 of 10 SHEET NO.: L101 NOTICE:IF THE PRINT OR TYPE ON ANY IT11 I 111 11111111111 111 1111___1 1 TITIT111t. rp Ilt VIII'l Ill 1111111 qqo� 9, 00 4 174 TT' 11 __ (7 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 6 ill �_� __l__ L _�1 __J IT IS DUE TO THE QUALITY OF THE No.so [I�jjjj �j ORIOINAL DOCUMENT 3 5ZO-047 Ilb- , 4 1 2 3 4 5 6 r _--�wr�vv air NOTES THIS SHEET ." .... tati ----- ------ —_— -]41pm Io ON 11104133d oM ayt yWO 10:11 SEE CIVIL ENGINEER'. SITE UTILITY DRAWINGS FOR CONTINUATION. r�9 ROUTE COLD WATER DOWN TO HOSE BIBB AT +24" ABOVE FINISHED O /'�� GRADE. PROVIDE SHUT-OFF VALVE. (� 01n iddV `2 1/2" AIR DOWN BELOW FLOOR SLAB TO HOIST CONTROL. PROVIDE A110 BALL VALVE IN VERTICAL RISER. 10 CONNECT 3/4" CONDENSATE PIPING TO HVAC UNIT. ROUTE PIr=1NG /� AS SHOWN, THEN T,JRNUOWN OVER RECEPTOR FOR DIS�HA�GE. 03 1/2" AIR BELOW SLAB TO HOIST CONTROLS. PROVIDE INDIVIDUAL ?{ SHUTOFF VALVE AT EACH HOIST. 11 3/4" AIR DOWN BELOW FLOOR SLAB TO ALIGN PIT. PROVIDE BALL / VALVE IN VERTICAL. RISER O4 NEW GAS METER AND SERVICE. STANDARD DELIVERY PRESSURE. A METER ONE - 585 MBH AND (200 MBH FUTURE) - 320 T.D.L. 12 ROUTE GAS PIPING DOWN TO GAS FIRED EQUIPMENT. METER TWO (TEMPORARY HEATING) - 80 MBH - 100 T.G.L. METER THREE (TEMPORARY HEATING) •- 100 MBH - 221 T.D.L. 13 3/4" IiOT AND COLD WATER DOWN FROM ABOVE TO FIRS' FLOOR PROVIDE ALL VALVES. REGULATORS AND APPURTENANCES FOR CEILING SPACE, OFFSET AS SHOWN. � ,+fl p�,�I��T V'� COMPLETE AND OPERATING SERVICE. ` I CONTRACTOR TO COORDINATE WITH OWNER, SERVING UTILITY, 14 CAP AND NIPPLE COLD WATER PIPING FOR FUTURE CJNNECTION. FUTURE GAS DEMAND AND INDIVIDUAL TENANT METER PROVIDE SHUT-OFF VALVE. CONSIDERATIONS. PROVIDE MINIMUM 3 METER MANIFOLD. 513 M 13 i+4 AVENUE 300 15 CAP AND NIPPLE GAS PIPING FOR FUTURE CONNECTION. PROVIDE �.�,� 072{p O PRU',IDE (2) 3/4" BALL VALVES SPEEDAIRE #5 X 716, 3/4' BIRONZE SHUT--OFF VALVE. TB.�.A D OSOS BODY, TIO BALL WITH VACUUM BREAKER AND HOSE END O ROUTE GAS PIPING UP THROUGH ROOF AND CONNECT TO FAX 5M W(We CONNECTION. MOUNT AT +18' AT TWO LOCATION. (TYPICAL AT 16 TIRE WASH STATION.) MECHANICAL UNIT. SEE DETAIL 6/P001. U6 3/4" AIR DOWN TO FLEX HOSE. SEE DETAIL 7/P001. 17 1-1/2" AIR DOWN TO AIR COMPRESSOR. PROVIDE BALL VALVE IN VERTICAL RISER. O 1/2" QUICK DISCONNECT AIR FITTINGS. SEE DETAIL 4/PO01. 18 STORM DRAIN RISER TO ROOF DRAINAGE SYSTEM. PROVIDE (TYPICAL EACH LOCATION.) CLEANOUT AT BASE OF STACK. �- © 1/2- CGLD WATER DOWN TO COFrEE MAKER. PROVIDE SHUT-OFFI N T!U F A C E ENGINEERING VALVE AND ACCESS. COORDINATE WITH EQUIPMENT. 19 2' COLD LATER UP TO CODE APPROVED BACKFLOW PREVENTER. r.,;...r. 5542 A Lok. Rd. W voukk, OR 07222 Contact: Sell"Wolin 503.659 6364 wm Project: Im —_ _ 303.659.6029 AA____J B 1 2 3 4 5 6 7 8 I 0 6"00.02 6"00 02 18 61,00 S.F. OWS-1 18 6000 S.F. �8 72jaw1 _"�\ FVJ q -- - 77 O � -- 7 'l -- 7 7 r 7 — 7 O 1�1 _ 11 -- — — 3/4w — — 3/4" - - -- =�4� ' 4"— - - �/4� 3/4,.- — /4.r - 3� — - /4_7 FYI 3/4" FLOOR SAFE A A -A A A A +--A— A A 3.00.02 ! 3/4"AIR DN. 2" 1' 1' 18 275 S.F. i -_ 3/4' a © `-3/4' Oovv © © O SHOWROOM RACKING LESS 1--1/2" 1 ® ❑ © `� < a I ( THAN 12'-0" HIGH A A- _ A A A 7 4 C 1150 MBH ` �' _ C " C C a C _ a JI C 3 C ! LES SCHWAB TIRE CENTERS ® IR-2 U ® _ 3 i 150 MBH aL/ SHOWROOM I ` > 1-1/4" I 4 < at 12 r a 102 II 4 Q 6 6 La WASHINGTON ❑ o (6 'O1 6 7U /� 1/2 12- 1 1 4w GER LAGER ER 06 _ G -G —G G —G I G - G G G—� - 4'�02 _ OWW —�4" ruawa ! BALANCER OWW ' E!ALANCERO EA —1-1/2' I SOUARE i 2" -- a 4" -- 1 / I I -_-_ ! _= 4w A A C—, {� A 3/ >-1 — WASNF_ --- 3�w SPREADER --- ---- ANK B t9 f�L LATNfS PARTS t f_NG LICE — -----• --- --- —�-- _---------; ----;--- ------D------------ `i T 7fl e3, _ — _ 3"00 02 LES SB 0 16 18 350 S.F. 7 7 J " 2 7 7 1.. 7 FD �" X 17 /2 5 2"1/TR 7 3/4" TRAP AND 1 T /'� � o VENT INLET t t W �l,Uj'� II u MF*R LOUtV i V) 2 VTR TRAP AND 7 LOCKER. l07 ---- --� II a VENT INLET ,ta ' - TRE CEI ER V11 ,/ i t� �AC-1 I yl�' 0 1� ` kllC� MBH ONOROOF a--- p HALLWAY HALLWAY li TGA RD, OREGON 113 t,e �I WAREHOUSE K _ r 1" 3/4" II J I 105 it � M TY .2 \ I I Y.B_1 V , MANAGE c� Sl�Yl 1,2 4 - -- - PRXIECT NO.: 99113 25 MBH 2- 11-'_71 tear 99113101 FIRE RISER 1 �, I PROVIDE TELECC)M - Q I aawN: ANM MAIN / �2 - \ 4" ACCESS t,1 ila3�t EN FIRE �F '2" 3/4" 4'F I S=1� --� S=1R 2" 4 M09 �04"� are 00 02 18 �. CW _ —G - -- _47- - _ - - - _ --- --- rtc>Rs+ow nEsaMPr6or� 2-1/2' - O " u T '71,777 Tr: r-. 19 15 1-1/2" 2 14 1 14 1" 4" Q L14>1., 1 1' G O G G I� 40 MBH40 BH _�\O, 3/4, 1' 1/4" G G— 12 1" 12 100 MBH -BLOCK OUT FOR 3"00.02 18 FUTURE UTILITIES O 350 S.F. II E WAPLHOUSL FUTURE TENANT II t oa El- 3 D PROP hGINE 78 3"00.02 125 4 a S.F. - - OREGON 11,111177177'. 71-0 F777 777 OD z=ZZ2� EXPIRES 12-31-01 F Cl) FFIRST FLOOR PLAN -- 'LUMBING 1 FIR T_FLOOR PLAN — PL MBINC 01-000 1, E 9001 9UP200i-00071,MIX2001-OOi31 10 of 10 l6�tt No.: 1� 2 < 3 4 5 `6 7 8 P201 . � FILE: 787KP201 EDIT: 04-12-00 0 10:34 BY CA.RRIEL PLOT:04-12 '1n 0 10:34 _ uN,,,,,,».r,: .•,. .",,. ,:,...,..,.m ,y. .. �, ,.. _ ... ,,___: ... , .. .. :.. 'aP•.,: _.. .. .. �x�ak+t,'Ot91t' ..,..._ ..,.. ---- - - _'- ...._.-. '-_ _ _ .. .,tl.Yabt.Mp}TAk'Pktlf,.esa*nmA...MYItnMC4Ll..v_.,.n 7. ..�...... _----.... wine.--w."^'. 1"".-.......,.u.wiw�r�•.�•,:�,...;,----- ....".�....... .,........... _..«:,:. ".. 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