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13221 SW 68TH PARKWAY STE 550 i 1 10 Q O 2 O E F GC F G H -, -� _ _- -- m a 9 \� FINISH SCHEDULE m ° � 3 A2.1 w -- _. o+ A _ 40'-0" _- -------- u- 40-0 - -___ _ FLOOr? BASF N. WALL E WALL S. WA-L W. WALL CEILING Q m C - ROOM I CEILING s a 4 ROOM NAME MA T�L MA T'L MA T'L MA T'L MA T't MA T'L MA T'L COMMEI�rS NO FINISH FINISH FINISH FINISH FINISH FINISH HT' FINISH 8 .501 OPEN OFFICE c:PT,I R8R8 CB/P-i GB/P-I GL9/P-1 GB/P-1 9'-0}§" SAr-t C ~` C _ / - - - _ --- OFFI ----- CPT-i R9 G8/P-1 G9 P-1- iG8/P-i 4* 1 9'-u '• SAT-1 - S0? BREAK ROOM SV-1 RB GB/P-1 G6/P-1 G8/P-1 1 9' OW 9 N I I 5oa - -- _ / _ �/P h T __ �_- t _ _ SAT-1 504 OFFICE CPT-1 R8 GB/^-1 GB/P-1 GB/P-1 GB/P-1 9'-0,% SAT-1 X II OFFI o I I o 9 I 503 2 0 04 i I AEBR v TIONS: -. C c CPT CARPET P PAINT m d y I ITt I I I I GB GYPSUM BOARD RB RUBBER BASE w �� L LINOLEUM SAT SUSPENDED ACOUSTIC 1'1LE W W u 6- 0 m 0 6 �� 3p! 1 I OPEN = c OMI I I > cd 6• , N 12'70" I OFFICE501 i N EQ I EO ILD U rr O �((`502 e ROOM -- �., � I PACIFIC 7 'l -- 0YJ I I _' i I - I I REAL. ESTATE t _ - 5O1 - I I MANAGEMENT Q- s�- - -- - --- ,- - --- - - 6 -+- GIKOUP INC 14 -11 ___ . _ _ -_.__.-. _-_ _.__ __ _. _ - _ _ 4650 S.W. MACADAM AVENUE -'.�..- _ SUITE 200 v> 5 PCATLAND, OREGON 97201 PHONE (503) 299-%,fk FAX: (503) 299-670 fl I I KEYNOTES 1. EXISTING SEMI-RECESSED FIRE EXTINGUISHER 2. ALIGN FACE OF NEW WALL WiTH FACE OF EXISTING WALL OR COLUMN AS SHOWN _ 3. ALIGN WALL W/CENTERLINE OF EXIST MULLION, Project 1 FIFTH FLOOR PLAN ? �=1FTH FLOOR REFLECTED CEILING PLAN SEE BTL. 91A2.1 A2.1 1/EI"=1 -o" A2.1 1/a"=1'-0" 4. ALIGN WALL FACES 5. EXISTING 20 MIN. RATED DOOR W/NEW 2'-0- WIDE 45 MIN UL LISTED REL17E FIFTH FLOOR 6. 2'-0" WIDE TEMPERED GLASS <ELITE TENANT IIuIFROVEME TRIANGLE CORPORA D O O R S C H E D U L E SCHEDULE OF FINISHES LEGEND P`RK - BUILDING N - --- -- -- TKL4RD, OREGON _ __ _ _ CASEWORK SECTION 09650 RESILIENT FLOORING EXISTING 2 HOUR RATED WALL TO STRUCTURE DOOR I DOOR FRAME DETAILS HUWR SECTION DOOR SECTION 06410 CUSTOM OPc'N'1NG SIZE THK TYPE MAT'L FINISH MAT'L--�INISH ----- GROUP' 1. PLASTIC LAMINATE 1. 'ZHEET VINYL EXISTING 1 HOUR RATED WALL TO STRUCTURE 501 3'-O"x8'•-0" 1 FL SC S HMK FF - H-2 120 MIN' 1,2,3,4 501_ PL-1: TO BE SELECTED BY OWNER FROM SV-1: TO BE SELECTED BY OWNER FROM BLDG STANDARD 502 3'-0"xfi'=0" it �(• FL SC S HMK FF - H-1 2,3 1502 SLUG STANOARQ 2. RUBBER BASE o EXISTING ONE HOUR RATED WALL 503 3'-0"x8'-0" 1 �Iw FL SC S HMK FF - H-1 2,3 503 PL-2: TO BE SELECTED BY OWNER FROM RB: FLEXCO, WALLFLOWERS, BLACK/BROWN WF-071, 4" COVE NEW WALL 70 STRUCTURE SEE 4/A21 504 3'-0"xB°-0" 1 �(' FL SC S HMK FF - H-1 2,3--+ 504 BLDG STANDARD -- ------ -- 2. CABINET HARDWARE SECTION 09680 CAE�PE I PROVIDE SOUND ATTENTUA710N INSULATION - - H-1: WIRE PULLS, 3-1/2 INCHES LONG, ROUND BRASS WI FH 1. CARPET NEW WALL TO UNDERSIDE OF CEILING COMMENTS: FRAME TYPE: I POLISHED CHROME FINISH, TO MATCH BUILDING STANDARD (BASIC) CPT-1: TO BE SELECTED BY OWNER FROM SEE 3/A2.1 1. HARDWARE TO MATCH BUILDING SHELL. BLDG STANDARD 2. ALL DOOR HARDWARE TO BE ADA LEVER HANDLES. SECTION 08710 DOOR HARDWARE 2. TRANSITION STRIP 3. FRAME TYPE I , \\ SEE HARDWARE SCHEDULE COLOR TO MATCH: FLEXCO 'WALLFLO'WERS SLACK/BROWN WF-071 4. REUSE EXISTING DOOR ABBREVIATIONS; SECTION 09510 ACOUSTICAL CEILINGS SECTION 09900 PAINT -�. 1. SUSPENDED ACOUST!CAL TILE 1. INTERIOR PAINT GENERAL NOTES HMK HOLLOW METAL KNOCKDOWN S SPAIN _ P-1: TO BE SELECTED BY OWNER FROM --- FF FACTORY FINISH c SAT-1: ARMSTRONG, CORTEGA SECOND LOOK 11-24X48, WHITE SC OLID CORE DOOR BLDG STANDARD A. WALL THICKNESSES ARE NOMINAL UNLESS NOTED OTHERWISE. r•I FLUSH 2'-0 _ -- D,MEINSiGNS RE LGLI FACE Or FINISH IU rHlt. V- FINISH j A-EDWARE GROUPS: UNLESS NOTED OTHERWISE. H-1 I.00KSET F82 GRADE 1, BUTTS, SEALS, STOP C. CONTRACTOR RESPONSIBLE FOR FIELD VERIFICATION H'-2 LOCKSET F81 GRADE 1, BUTTS, SEALS, STOP, CLOSER FLOOR OR ROOF STRUCTURE SOUND ATTENUATION BATT OF ALL EXISTING CONDITIONS REPORT ANY --STABILIZER BAR BETWEEN ALL MEMBERS INSULATION AS OCCURS DISCREPANCIES TO ARCH. PRIOR 70 CONSTRUCTION r l� AT PERIMETER ��� �- GYP BD D. CENTER ALL DOWNLIGHTS, FIRE SPRINKLER HEADS, SMOKE AND { ADDITIONAL_ HANGERS AT ALL MEMBERS WITHIN 8" _ WALL AS OCCURS IONIZATION DETECTORS, AND ALL OTHER CEILING PENETRATIONS OF PERIMETER IN CENTER OF 2x2 PORTION OF 2x4 TILE - TYP UNO g CITY OF TIGARD - - A�roved LATERAL BRACING WITH APPROVED VERTICAL STRUT - }- �J E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL A I 12'-0" O.C. EA. WAY _-�`� EQUIPMENT SEE 5/A2.1 C0"difi°"HuY°wvrovea . ••••• \� _.�--DBL STUD A7 JAMB 7YP F. COORDINATE MECHANICAL, FIRE PROTECTION, AND ELECTRICAL ' For omy q,e wo ................."""",•...I ( FIK\C OUNTERSLOPE HANGERS 1F MORE THAN 1:6 OUT OF PLUMB PERAeIT NO. as dascnbgd rn: Selo Lenar to:Follow....... - 0 _ ITEMS IN CEILING AND ADVISE ARCHITECT PROMPTLY OF �j� 3041 CONFLICTS BETWEEN DISCIPLINES PETER P, ALTO r Attach...............................'( ): Job Address: 1i?.l By: - , -. ('� FSK`' 'j S�'G / G TYPPUNOED ACOUSTICAL PANEL CEILINGS AT 9'-Oh" AFF r n Date:. 31rp1 r TIMELY HOLLOW MTL KNOCKDOWN H. ALL EXTERIOR WINDOW BLINDS PER SHELL Tf�PORTLAND, OREGON \ OO I FRAME 20 GA 3 5/8" METAL STUD BRACING / J ` OF O� 4s wt,M _ c, 4 " � u s,4+ ✓ SCREWS AT 8 HFLOOR TE T BRAURE AT CING LNG / -- - , C + /� OC W 2 8 SHEET METAL T ' DESIGN DATA x ` `` -DBL SruO AT JAMB EYP GOVERNING CODE 1997 OSSC CAO MACKENZIER2001 TO BE PROVIDED WHERE DISTANCE METAL STUDS r / BETWEEN PERPENDICULAR y 9FtY INTERSECTING WALLS OR HORIZONTAL �� nrCUPANCY - 8 THESE DRAWINGS ARE THE PROPERTY 45' BRACING BETWEEN WALLS EXCEEDS GYP. BD. EA. SIDE BOTTOM TRACK TO FINISH CROSS RUNNERS FIT BETWEEN ° GROUP MACKENZIE AND ARE NOT TO N . 8'-0' O.C. FLOOR WITH POWDER DRIVEN x MAIN RUNNERS GYP BD CONSTRUCTION TYPE - II FR USED OR REPRODUCED IN ANi MANNER f / CUT TAPER OFF GYP.BD. ANCHORS AT 4'-0" O.C. MAIN RUNNERS AT 4'-0" O.C. / WITHOUT PRIOR WRITTEN PERMISSION r AT WALL; WHICH RECIEV = SUPPORT WITH #17 WIRE AT 4'-0" Qj TENANT IMPROVEMENT AREA 2070 \ --SUSPENDED CEILING °p O.C. OR WITH 10 WIRE AT 5'-•-0" �I REVISIONS: FLAT BASE CONT ACOUSTIC SEALANT 6'-0" MAX 1 4 - - z6 ( x ��.O.C. EA. WAY � o LAST Q EACH SIDE AGAINST TRACK. / -- - W Uj� REVISION REVISION EDITION t CUT TILE FOR TIGHT NO SEALANT AT SIM COND LATERAL BRACING A7 12'-0" O.C. w ->•- THIS CLOSING DATE �. FIT Al WALLS EA. WAY MAIN RUNNER TO STRUCTURE -W SHEET fA. CONCRETE SLAB BEGIN BRACING WITHIN 6'-0" OF --SIDE LIGHT AS OCCURS, CASING BEAD USG 200-A ATTACH STUD TRACK --- t - -- - MEA PERIMETER 3ER ER AND 2" FROM CROSS `4 CENTER GLAZING IN WALL BY SEP_ _ DIRECTLY TO GRID SECURE ERS 70 F3LDG. - - - - -- AI �- GYP BD EACH SIDE STRUCI FZE DUC I WORK MECHANICAL Ix METAL STUDS AND OTI'Ek OBSTRUCTIONS. IF -~ - 3 WALL TO SUSPENDED CEILING - a 4 NJOWBEARING WALL AT FLOOR � �G BRACING � o ELECTPICAL --- _ s SUSPEND tD CE.�Lr� s DOOR/RECITE JAMB PLUMBING -� TYPICAL 3" = V-0" �,� 3" = 1'-0" /�,� NOTE: ALL CONS ECTION DEVICES 70 BE OF AN NTS � A2.1 TYPICAL AT INTERIOR, HEAD SIM 3" = 1'-0" ; r 12• o o APPROVED TYPE AND HAVE 100# CAPABILITY o 0 DEFERRED SUBMITTAL "HEET TITLE: I I FIRE, SPRINKLER & ALARM I FIFTH - {2) ADI. SHELF I i f FLOOR N I I - - CABINET FRONT I EXIT -- v- EXISTING HR RATED CORRIDOOR PLAN,A N+ WALL. AS OCCURS / AREA OF WORK EXIT REFLECTED - J REP GERATOR - NIC ti2.1 (5) EO SPACES I 1 ^ CEILING -- ----- - FLAN -- 6" BACKSPLASH - GYP BD PARTITION SEE PLAN + NOTES l Z - l INE OF SILL AS OCCURS 1 Orr r+kr __n-r I I I �=---- - k � N �BACKSPLASH °D i _ --_ - .._ _� N -- ALUMINUM TRIM PIECE WITH �� _ _ _- - ,' FIRST ISSUED: N • to 1 1/2" RETURNS FINISH , I j .�- _I - - + LAST ISSUED: --` N - -- INSULATE ALL PIPES L -�_ 4 I TO MATCH WINDOW FRAMES - (1) ADS'. FLACK REF & DRAIN LINES - - - o (ANODIZED BUILDING C 'ANDARD) _ 1 - DRAWN BY: o- CLL s_I - - --f> CHECKED BY: MELAMINE ,HELVES i .____�•- _-�4J I I ' ry' ---- ADJUSTABLE SHELF _ N r -- I - SHEET - - 3' "A -2" �Q 2' 6" EQ. - OPEN BELOW 2'_0•. �.,. A IT r CABINET FRONT GARBAGE DISPOSAL PROVIDED I I --___- � -NEOPRENE SEAL _ I Kai BY CONTRACTOR �H I - NDTE• ..ON TRACTOR TO VERIFY EXISTING DIMENSIONS STOREFPGNT GLAZING, SYSTEM A21 PRIOR TO CABINET CONSTRUCTION. OVER FLOOR PLAN (FIFTH FLOOR) °F COU _ o � o � - OVERALL F --- -- - Joe N0. 2o�ao� r LATER SECTION_ e BREAK ROOM 502 _ s WALL AT EXTERIOR_MULLION _ _ TYPICAL / _ -J } - 1/52" 1'-0' 3 4" a 1' � /� 3"-1' 0" I a,orq\e..-u-IDrr rd a/e.,al Ilnu-LIMN PERMIT SET : 5/24/01 ... :.. -....,.. .. ...,_.......+«w•'owr nar++.'s•k,..,.,.�:..w.^sl'*••w,,.wti..:yW�,i+a t�Ye�.^+M�TwU+M'M�71'TAis,M:'. ,:'<,.r,ra:.::..,. .. ., .-M�odA4,. ,•'wnnl. au+ .nlacu'• n,r..u.are.we'.Yn:..,w•,.•wumw,'�•+ rwwwyvwnw+rw.'�wi11N1 -. ,,,,.,,",... .. ._...�-._"-__.-....-" --..._ _. _.. ,.. _ ._ _... _..., _. .,n-a� 'yr,rT � .. W'r«•A mow, ., .I.-il I .II'I !III illi I!'I III ItL CTI ILII III ' III' Illi .III Iii, li ,II 'moi �' rraryy _ ., 1,SII ,Ilii I I II � , ( I II I ������ , "'''' 11I1If VIII •III; I I I ILII;I;, ., �, LEGIBILITYSTRIP y o 2 3 b 10 1 1 1' r'1�-4 Ittl1l I I I II I II 11•, Ilrrllinr'' III,,:. ulnl.,,:.1 �nl I' I I,' 1 I� tt t 11 i,i I f I I Iltl IIt i v m m 2 4 16 7 Iq 9 20 21 22_ :'J 24 2E, 2C 2 213 c? :1V CI t'ItT``' � ! � NDNI r IdFl 'w NMh , r i- 1 oz. Iver , l l 1 � I . Q S m ca ..✓✓" KEYNOTES m �� N o o / Rw7W \ U EXTRUDED CONCRETE CURB SEE DETAIL 8/C5.0 c m 02 VERTICAL CONCRETE CURB SEE. DETAIL 9/C50 �� "•�� ,� �..__-. O CONCRETE SIDEWALK SEE DETAIL 7/C5.0 r' 00 0 04 HANI'ICAP PARKING STALL SEE DETAIL 11/C:1.0 LANDSCAPE AREA O 4' WHITE PARKING STRIPING c a ' 0 CONCRETE STAIRS WITH HANDRAILS, SEE DETAIL 7/C6.0 c � o ,Dv o 15 ao _ so Teo -------- cc Lb, ® CONCRETE WHEEL STOP, SEE DETAIL 2/C6.0 � CL MONOUTHiC CURB AND 6' SIDEWALK, SEE DETAIL 1/C15.0 c1G ( ur rm ) I inch 90 tt ` i L7 j m r 101 EXISTING TREE TO BE SAVED \ ` U W r c, 11 BICYCLE RACK (10 SPACES REQUIRED) Y - x. �- SEE DETAIL 1fF/C5.0 ent / 12 HANDICAP CURB RAMP. SEE DETAIL 15/C5.0 PQ.:IFIC i''"..•- v REAL ESTATE / ! 13 EXISTING WATER QUALITY AND DETENTION FACIUTY MANAGEMENT ,,��v► / ! " c! `�*' /- OPICCiI.IF', INC. 1d 5' PUBLIC SIDEWALK. SEE DETAIL 14/C5.0 4650 S.W. MACADAM AVENL SUITE 200 R=50 G G\ \e. ` 15 STANDARD COMMERCIAL DRIVEWAY EN T i ANCE. SEE 6/C5.0 PORTLAND, OREGON 9 TYP PHONE: (503) 299-•6000 G G G 14, 16 MODULAR BLOCK RETAINING WALL SEE DETAIL 5/C6.0 FAX (503) 299`6703 G �s 17 PAINTED CURB - FIRE ACCESS TRUCK LOADING AREA G G y' 17 / 19 TRASH ENCLOSURE SEE ARCH ITEC TUR.PL PLANS 20 TRANSFORMER PAD, SEE ELECTRICAL PLANS 5 1 + R=50-- G C G/1 1 m/, Nh 2 _ 31 21 GENERATOR, SEE ELECTRICAL PLANS Project G G G / 17 / 15 22 HANDICAP SIGN SEF DETAIL 12/C5.0 I G G G \J 5 ` 23 CONCRETE RETAINING WALL SEE STRUCTURAL PLANS FIFTHTENANT FLOOR O OVEMEPVT /� TYP 1 24 SAWCUT AND REMOVE EXIST. AC 3 17 — _ 1 PARK - BUrL� 11 1 • G � t � � 1RIANGLE CORPORA . xG G G !l. - 25. 25 3 CURB BREAK TrARD, OREGON 2 G "' - 1 ��16' EXISTING STREET PARKING �T ' 31 �� 27 SPORT COURT 35'x55'. CONTRACTOR TO COORDINATE WALLS AND FLOOR - 28 TYP _ /i �� 1 SLAB WITH SPORT COURT MANUFACTURER. SEE STRUCTURAL PLANS 34 -yx M R��s 17 U U "$83' ~ R=526' FOR WALL DETAILS F U (i _- 28 PLANTER ISLAND (5' X 5' OUTSIDE DIMENSIONS) Q27 29 PATIO, SEE ARCHITECTURAL PLANS spm 1 COLFT U' U U 14 O SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK FIFE 21929. - — - 30 ' . U U ' i -- v U — _ _- _ - CD MATCH EXISTING SIDEWALK 36 ' U U — i 1 ' U --- '` 32 CONCRETE STAIRS AND WAL.L. SEE STRUCTURAL PLANS U u TYP — ' _ _ 33 HANDICAP CURB RAMP SEE DETAIL 6/C6.0 U U ! 1 - U U 6 1 u 0 — I ( 34 CHAIN LINK FENCE 10' HIGH FROM FINISHED FLOOR OF SPORT COURT _ U u TYP COORDINATE WITH SPORT COURT MANUFACTURER. i J 2 U u - _ v v v —�- - 35 LIMITED GRADES AT SIDEWALK LOCATION, CONTRACTOR SHALL ! U u VERIFY GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCIES v U v TYP --- SIDEWALK GRADE SHALL NOT EXCEED 59L, AND MUST HAVE A 2% U U _ 17 LANDING AT STAIRS U U U U �, U _ U U •� 31 6' WIDE CONCRETE RAMP ACCESS TO SPURT COURT. U U t 14' 24' 25: 32 24' 3 ' 25' _ -- 25'-- - 35' — 25' -- 36' 25' C c U V 00 c' -- Q r U co U co 31 %' ? U J i• U U V U ,� 1 5 V U U E DAT ' — N_ �� F' '�� _ U U U U 14 � �_.--- '�. U U g `� V l ' — ' 30 - -- r J I GENE NOTES 17 ----- TOTAL SITE AREA V' �, 17 12 -� A DIMENSION LINES FROM BLDG CORNERS ARE FROM ARCH. ~^ \� 3 u 6 . I 11' `�; 4 YP � 17 ,, SOUTH OF 68TH = 7.26 AC. GRID LINES PERPENDICULAR TO PROPERTY LINES. �.. ... 32 V 5 --- 87 '7 Iri1 TYP 17 "< — - B. ALL. CURB RAMPS SHALL BE A MAXIMUM OF 6" r-- 6 N 4 15 u ' � --.T-•� - � 107,�' �2 a „Rou. Macr:ENt1E _oot - �- 1 h,.l © ALL RIGHT': RESERVED T \ .� `��—_ — — 99 1 �H SE DRAWINGS R ACIEGZIE AND EROOPERT . L �;. BLDG AREA 24,484 SF USED OR REPRODUCED M ANY MAN 3 ^ _ �' 'Q 1� 12 I LANDSCAPED AREA 144 329 SF (46%) RE ? MANN AN ARE NOT T 7 �� I I I I WITHOUT PR WRITTEN P RM a^ - — r I PAVING AREA 147,655 SF PRIOR wRl E E ISI 5 i 1� .� — LEGEND 3 - g ._,i M PARKING R E Q'D — 3 4 8 — ---- REV1SIONs: 3 I lr2O� i 2 14' v 8 — - }' -'- - LAST - - - 'I 2--`- ' " 24' y 33 22 TYP r — - _ w �.":.'.�..� PARKING PROVIDED DRIVE AISLE PAVING SECTION M;: REVISION REVISION EDITION 14' 38.T' �. - $_ THIS CLOSING DATE _ 11 I 33 22 TYP 14 30" GGRE ATE B SE OVERW SHEET Axl. -�- 9 DISABLED -� COMPACTED SUBGRADE OVER GEOTEXTILE � I k U 23 8 TYP 33 z i BUILDING III 30 31� 220 COMPACT FABRIC. SEE GEOTECHNIChL REPORT .i•`•: : + 13 U 5 • �.: �'' - 12 STANDARD (ON STREET) BY GeoEngineers, Inc. DATED 3/2/98 4 : 5 STORY OFFICE PARKING PAVING SECTION V U I' I 212 STANDARD 2 1 '2" AC PAVEMENT OVER 121,510SQ. I 3 I 453 TOTAL 7" RUSHED ROCK OVER ),t C1,,uc r 1 1 ` ✓j i v 1 23 6 ' • COMPACTED SUBGRADE FFE 230.00 F + — 11I - - R g,5Y ft y�� 1 --� Hh•I/� ' � "` I SEE GEOTECHNICAL REPORT - - 1 BY GeoEnGineers, Inc. DATED 3/2/98 r, urI;W: L t �•.___ ____�_. _� �� " _ 2 18 I /•• 14 PCC AT DRIVEWAY SECTIONS 2 i I 29SHEET 4 V I ••' , L_. SITE 2 SAWCUT AND REMOVE EXISTING 1g �_ I AC PAVEMENT REFERENCE ! 2•B' FIRE ACCESS NOTES _ 23 y .�. VERTICAL CURB PLAN 6 21 I - CONCRETE RETAINING WALL 2 MATCH I 20 �I 1 WHERE FIRE ACCESS ROADWAYS ARE NOT OF SUFFICIENT EXIST. 10 24 0 H ACCOMMODATE PARKED VEHICLES, "NO PARKING" SIGNS SHALL BE INSTALLED ON ONE OR BOTH SIDES OF THE ROADWAY AS NEEDED.(UFC SEC. 302.2.: 5) C COMPACT SPACE CURB 2 —"�-SQT54_41'w �'._ SIGNS SHALL READ "NO PARKING - FIRE LANE - TOW AWAY ZONE, ORS 98.810" i I AND SHALL BE INSTALLED WITH A CLEAR SPACE ABOVE GROUND LEVEL OF 7'. MODULAR BLOCK RE1 AINING WAl_l_ 15) SIGNS SHALL BE 12" HIGH BY 18' WIDE AND SHALL HAVE BLACK OR RED LETTERS AND BORDER ON A WHITE BACKGROUND.(UFC SEC. 901.4.5.(1)(2)dd,3) SW ��++ AVENUE - - ---- PAIN D CURB FIRE APPARATUS ACCESS ROADWAY CURBS SHALL BE PAINTED M �V� ���c�UC �1 I I YELLOW AND -MARKED "NO PARKING FIRE LANE" AT EACH 25 FEET. LETTERING SHALL � — - y- _-� HAVE A STROKE OF NOT LESS THAN 1 WIDE BY 6" HIGH.(UFC SEC. 901,4.5.2) FIRST ISSUED: APPRIDVED ^ LAST ISSUED: -- ..._.___ ._....__._.! A U 5S H NG WA t SU PLIES SHALL BEN`•�I-�MARI� DRAWN 8Y: " SAWCUT BE INSTALLED AND OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION ON THE SITE OR SUBDIVISION. (UFC SEC. 8704) �Q BQX A KNOX BOX FOR BUILDING ACCESS IS REQUIRED FOR THIS BUILDING. � CHECKED BY: ;•1. FSM CONTACT THE FIRE MARSHALL'S OFFICE FAR AN APPLICATION AND CITY OF TIGARD BENCHMARK NUMBER 12, A BRASS DISK ON S.W. 68TH ___--- ., PARKWAY o50' SOUTH OF S.W. HAMPTON, ELEVATION 238.62. "— ..,., INSTRUCTIONS REGARDING INSTALLATION AND PLACEMENT. SHEET 1.0 y +', r OF JOB NO. Z�� SURVIEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS FOR REFERENCE ONLY :, . PERMIT SET : 5/24/01 BASED ON A SURVEY PREPARED BY WESTLAKE CONSULTANTS INC. DATED 821/98. .,._.: «.., .:. .N...•++rldrk11M1•Awwc. ...,.,.avtt w�''•r ..eN+r.anannro.•wa.»-•.�:.�:fe,.Y.a .,,. -...,....h......"+..•..�sa'.w�..,.�:....,...-,-�..—_-- __ , , �:ha.rw'warn«•MMr C(TlI'­)I'llI I I li�liu iu11: n Ilulnli irljili illy i,. 11111 !I I Ili!1111111 IIII 1111 ill IIII I II I IIIIIIIJIIIIIilll,l' I g LE019ILiTY IITRIP b0 '+ IC1.1•.1c1n 10 11 12 11 114 1F • , 1 1 19 2r) �1 22 23 24 25 26 27 78 29 30 NJN' • 1 11�.1-�1,�1.��1.�I��ii�.1�1�11J�1iq� J,Ill,�ll�,G�.lt.(,U�1�1JJ�:� .�,''bI'�Il.'<l�.t��!�!,1�ud,ll�.1 .l�,!J,II!�i+,.w,11�1�i�.1�•1�.I,��l.�l�lll� ��1�.i,►�11,� I' A j�' '* S'A'M j E � ' t^,.+■,q1�"1,M.F1.•iR•^T•,• •• :.v y �• "7.��ar Y _ .. �, wAAMF Y+INM'k1' *Mrr'MIIIR,tM'!M1'e. "'M'✓YIM , a ., 1� "' • ... CMIIIRYI M'•'I�p'�M!^RmY%1- M. M'ld .�y t