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11850 SW 67TH AVENUE-7 i I , S � a 'r d 1' r M .. _. G -�-. ... :. '..-. „ ..:,. ... ... i.....,.a:...w...n-_. .. ..._ ,d.:..e.u.+ ..�-::r �,... ...,...,..........,w:._...w.... .. _ ...._.w................ -:..-.:..ww,..uu.:r.°�as�rYYinYYw'.du....re...• ..au....-.....:.w.a..:...+ _ _ __ .- .......-.. _ .a .......w.w«.iax,w.l...w:w+...»+...u.r...w...w�wy,u..n,a.w..-.w.-__ .. _ ...r . '4 ' -�^u.u�:,.'..utiN{.i•Iw;..tiri�+aJoL..s,Yatbm+hYl:Lw.ti-14G4W..ru..tu......+.4Jw.J:+'Msv.iMYW:Y iu-irrilf74l.� ti+urn.w-nw.lr•aun..+,•..«:._......,,.w, - r..rar,.. ..«.r. -... Y.Yw.r 1iMM•_o...Y..+�wPra.vr V I ■ 1 100 MI!_DREN DESIGN GRoup, ,11tCt1ITECIURE SPACE PLAN 7650 S.W. Beveland, Suite I 1 Tigard,Oregon X7123-669' 7r 1r) Voice: 50? 244-0F Ill, Fax: 50?-2^,4-04 O d O J JUL 2 L iU06 .1 coo 01 1 C I Ic jar :1 9 CITY UI' I lllhltlJ 0 ❑ CDj Fci / �7 ��� t� _ E3jffT.T)T '1 T)TIITVTo '� PROJECT LOCA TIONBL - > y C D D HART RD w -GARDEN a ru �� S 41 >cl RD CD W pY 4 G i B< / a �'. JR.�--] d TAYLORS FERRY RD / � � > C VEIR RD OAK T OMONA S Owner Zone Analysis _ � ~,\i Uj ZONE: MIXED S COMMERCIAL (MUE) R� > �y W a DAY. TA ST � < STEPHENSEN Pacific i , .'V Properties ALLOWABLE USE TYPE: GENERAL �;- > �r F ti600 SW 105';1 AVENUE, SUITE 175 PROFESSIONAL OFFICESru r*�� �C C S BEAVERTON, OREGON 97008 PROFESSIONAL SERVICES vALNUj ST A, PROFESSIONAL J VOICE: 503-626-3500 FAX: 50�-671--0211 PROPOSED USE TYPE: GENERAL OFFICE RD � � � •� � TIMB� MtnButl igar NjrkfR F �F �� GAAR T McDONALD ST e BULL MOUNTAIN P J BONITA Project Contacts: Code Anal�s�s � = W RD � - BASED ON THE .2003 INTERNATIONAL BUILDING CODE (IBC) WITH 2004 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS ' CI � ATrLeR � N ARCHITECT: LANDSCAPE ARCHITECT RD D IAM RD = ?I ��,P BUILDING QNE 1TW0 STORY) I BEND , SHARE L Mildren Design Gr:)up, P. C. Viridian Envir onmento! Design, LLC OCCUPANCY B (,NOTE: NO OCCUPANCY TINDER THIS PERMIT) `-- B ti a S J� 5� 7650 S.W. BEVELAND STREET 813 S.W. ALDER, MEZZANINE 9 R / �' a RE `1 TRE PORTLAND, OREGON 97265 I Dur SUITE 120 CONSTRUCTION TYPE III-B PORTLAND, OREGON 97223 VOICE: 503-222-1639 FAX: 503-222-1853 ALLOWABLE AREA FORA "B", TWO STORY BUILDING 19,000 SQUARE FEET TUALATIN q VOICE: 503-244-0552 FAX: 503-244-0417 CONTACT PERSON: MIKE O'BRIEN y9�1 R Ds it Rd Owner: CONTACT PERSON: GENE MILDREN MOBRIEN®VEDLLC.COM, GENEOMDGPC.COM AREA INCREASE FOR FRONTAGE AND Aa=At+[Atlf/100]+[Atis/100] �,/IcInit Ma Pacific NW SPRINKLERS FOR i�UILDIFJG At=19,0009f, Is-200 sprin'•led two story, If=100[(F/P)-0.?5](W/30), F= 640 lineal feet, P= 742 lineal feet, W=27.;,, If=100[(640/742)-0.25](27.5/30) = Not to Scale Properties CIVIL ENGINEER/PLANNING: MECHANICAL ENGINEER: 55.9, Aa=19000+[19000x55.9/100]+[190riOx200/lOO] Aa=19000+10621+38000=67,621 SF T. M. Rippey Consulting Engineers R&IN Engineering, Inc. 7650 S.W BEVELAND STREET 9400 SW BEAVERTON HILLSDALE HWY SUITE 250 TOTAL. ALLOWABLE HEIGHT 4 STORIES e� SUITE 100 BEAVERTON, OREGON 97005 Sheet Index 6600 SW 105th Ave.,Suite 17 w TIGARD, OREGON 97223 VOICE: 503-292-600C FAX: 503-292-1422 TOTAL BIJJLCr�:G AREA 25,000 SQUARE FEET FIRST FLOOR � 23,667 SQUARE FEET SECOND FLOOR Beaverton,Oregon 97008 VOICE: 503-443-3900 FAX: 503-443-3700 CONTACT PERSON: DON PFAFF 48,667 SQUARE FEET TOTAL AD.1 COVER SHEET S1.0 GENERAL NO'ES A1.1 SITE PLAN 52.1.1 STRUCTURAL FOUNDATION PLAN (PARTIAL) CONTACT PERSU:': KARL KOROCH (CIVIL) A1.2.1 ENLARGED ENTRY PLANS S2.1.2 STRUCTURAL FOUNDATION PLAN (PARTIAL) CONTACT PERSON: LANS STOUT (PLANNING) FIRE PROTECTION: BUILDING IS EQUIPPEC WITH AN AUTOMATIC FIRE PROTECTION SYSTEM AND AUTOMATIC SMOKE A1.2.2 ENLARGED SITE PLANS S2.2.1 STRUCTURAL SECOND FLOOR FRA,1iNG PLAN (PARTIAL) DETECTION THROUGHOUT IN ACCORDANCE WITH OSSC 903.3.1.1 A1.2.3 BUILDING ONE RETAINING WALL ELEVATIONS S2.2-2 STRUCTURAL SECOND FLOOR FRAMING PLAN (PARTIAL) AND SECTIONS S2.3.1 STRUCTURAL ROOF FRAMING PLAN (PARTIAL) STRUCTURAL ENGINEER: ELECTRICAL ENGINEER: A1.2.4 BUILDING THREE ENLARGED SITE PLAN AND ELEVATIONS S2.3.2 STRUCTURAL ROOF FRAMING PLAN (PARTIAL) B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC SECTION 1013.3 Al.5 SITE DETAILS S3.' STRUCTURAL PANEL ELEVATIONS �'� AAI ENGINEERING, INC. R&W Engineering, Inc. EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1015.3 Ploleci. . A1.4 SITE DETAILS S3.2 STRUCTURAL PANEL DETAILS 6960 SW VARNS STREET SUITE 200 9400 SW BEAVERTON HILLSDALE HWY SUITE 250 S4.1 STRUCTURAL DETAiLS Tigard OREGON 97223 BEAVERTON, OREGON 97005 C2.0 GRADING FLAN S5.1 STRUCTURAL DETAILS 1 1g��1 d i BUILDING F�,i.RESISTIVE REQUIREMENTS (TABLE 601) VOICE: 503-620-3030 FAX: 503-620-5539 VOICE: 503-292-6000 FAX: 503-292-1422 C3.0 SITE UTILITY PLAN Sr ? STRUCTURAL DETAILS riangle CBA EROSION CONTROL PLAN S` 3 STRUCTURAL DETAILS ` CONTACT PERSON: STEVE YOUNG CONTACT PERSON: JAMES MITCHELL INTERIOR NON-BEARING WALLS NON-RATED C4.1 EROSION CONTROL DETAILS S5.4 STRUCTURAL DETAILS STRUCTURAL FRAME NON-RATED C5.0 SITE DETAILS Commons ROOF NON-RATED 55.5 STRUCTURAL DETAILS � SHAFTS (707.2.7.1) NON-RATED S7.1 SITE WALLS-STRUCTUR��L ('ENERAL NOTES L1.0 PLANTING PLAN S7.2 SITE WALL PLAN Buildings 1 & 3 FLOORS NON-RATED _12 0 PLANTING AND IRRIGATION DETAILS S7.3 STRUCTURAL DETAILS 11850 SW 67th Avenue STAIRS (1019.1.9) NON-RATED TP'.1 TREE PROTECTION PLA14 ELEVATOR EQUIPMENT ROOM (3006.4) NON-RATED • MAIN ELECTR;CAL ROOM 1 HOUR RATED E0.1 ELECTRICAL LEGEND AND SCHEDULES Tigard,Oregon 97223 A2.0 OVERALL FIRST AND SECOND FLOOR PLANS E1.0 SITE PLAN A2.1.1 PARTIAL FIRST FLOOR PLAN A2.1.2 PARTIAL FIRST FLOOR PLAN 4 E2.1 FIRST FLOOR LIGHTING PLAN A2.2.1 PARTIAL SECOND FLOOR PLAN E2.2 SECOND FLOOR LIGHTING PLAN E3.1 FIRST FLOOR POWER FLAN A2.2.2 PARTIAL SECOND FLOOR PLAN E 3.2 SECOND FLUOR POWER PLAN A2.3 ROOF PLAN + A2.3.1 FIRST FLOOR REFLECTED CEILING E3.3 ROOF PLAN _ __ A2.3.2 SECOND FLOOR REFLECTED CEILING E6.0 ONE-LINE DIAGRAM Sheet Title • A2.4.1 ENLr:�GED FLOOR PLAN E6.1 ELECTRICAL SCHErULES r^� A2.4.2 ENLA1GED FLOOR PLANSA2.5.1 FIRS' Cover ,sheet a AN Le�a�Description' A2.5.2 SECOND LFLOOR OOR I FINISH NISH LP AN A PORTION OF BLOCKS 7, 8, 13 AND 14 OF THE PLAT OF "WEST PORTLAND HEIGHTS" A2.5.3 ENLARGED FINISH PLANS A3.1 BUILDING ELEV.A*IICNS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 1 SOUTH. RANGE. 1 WEST, OF THE A3.2 BUILDING ELEVATIONS WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON A4.1 WALL SECTIONS A4.2 WALL SECTIONS A4.3 WALL SECTIONS A4.4 MAIN STAIR SECTIONS S" _ Deferred Submittals A4.5 STAIR AND ELEVATOR SECTIONS ite Data A4.6 BUILDING ONE TO BUILDING TWO STAIR SECTION A5.1 WALL TYPES AND DETAILS �L X COVERAGE: X.,Q. VFQ _i2 -ALL9&Q; A5.2 DETAILS - - - SITE: (EXISTING) 103,97.3 SF 2.39 AC) N.A. 1, SPECIAL INSPECTIONS: 2. DEFERRED DESIGN ( A. SOILS - GRADING, EXCAVATION AND FILL SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT A5.3 DETAILS Jurisdictional Review notes, forme, and stamps: NEW DEDICATION NA - FOUNDATION BEARING SURFACE COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING: A5.4 DETAILS SITE 103,973 SF (2.39 AC) N.A. B. CONCRETE - PLACEMENT OF REINFORCING STEEL STEEL JOISTS AND JOIST GIRDERS A5.5 DETAILS BUILDING 48,667 SF 46.8X 40X - CMBED PLATE INSTALLATIO J HVAC DESIGN A5.6 DETAILS Revisions: - BOLTS CAST IN CCNCRETC PLUMBING DESIGN A6.1 DETAILS SPECIAL INSPECTION REQUIRED • FAR INCREASE APPROVED BY CITY OF TIGARD IN TYPE II DECISION, SITE DEVELOPMENT REVIEW (SDR) 2004-00011 - PLACING Or REINFORCED CONCRETE MODULAR BLOCK RETAINING WALL r.6.2 DETAILS State of Oregon Structural Specialty Co '��(W� "TIGARD TRIANGLE COMMONS APPROVAL DECISION DATE, APRIL 1, ?.005. - TAKING OF' 'FEST SPECIMENS FIRE SPRINKLERS A6.3 DETAILS Concrete and Reinforcing Steel � `�' G. STRUCTURAL !GELDING AND HIGH STRENGTH BOLTING LOW VO►.YO^•E REA% �',�RAGE: a cpvF, AQE REQUIRED: - SINGLE PASS FILLET WELDS ALARM!: ❑ Boar Instilled In Concrett ~ � LANDSCAPING 31,763 SF 30.SX 15X - GROOVE WELDS AND COMPLETE PENETRATIONS IRRIGATION SYSTEM DESIGN (LANDSCAPING) ❑ Special Moment-Resisting Concrete Frnr•�e j�� - I' PARKING LOT LANDSCAPING 594 Sr STEEL STAIRS - FLOOR AND ROOF DECKINGwa - WELDED STUDS ELECTRICAL. AND MECHANICAL COMPONENT ANCHORAGE ❑ Reinforcing 3tee1 3 rrost»ssing Steel Tendons - WELDED COLD FORMED FRAMING ❑ Structural Melding Iht,A" - WELDED STAIR AND RAILING SYSTEMS AKRfiVC9 - WELDED REINFORCING STEEL FOR EMBEDS ❑ HI Strength Bolting QVCLt1D6 U A11 N POOL COVERAGE: 111lP�.YI�I� sT'tucTUKAt,cAtxs •�' t3VF.CIFICA770N BOOK BUIIDING FOOTPRINT 25,tJ v SF 24.OX - HIGH STRENGTH BOLTING �,c, D. STRUCTURAL MASONRY - PRISM PREP/TEST SPECIMENS Stnrctural Masa^ry DEOTE('H REPORT PARKING STRUCTURE, 25.367 ,,, 24.7X yp PAVING 21,1.10 SF 20.3X _ UNIT PLAGEMFNT �TEEI. ❑ RNnPorced0 surnConcrsM I �MISCt>�'�1M� f TOTAL IMPERVIOUS AREA: 71,667 SF 69.OX 85X PLACEMENT OF REINFORCING o - GROUT SPACE ❑ Insulating Concrete FIII ; p l' ED MUMEN °ES"°" - GROUT PLACEMENT ❑ Snray Applied Fire-Roslsftve Mrtertala !M�lpliy� .�.. RIGHTS THm��Am � �n or I E. OTHER - STRUCTURAL STEEL FABRICATION AND ERECTION O Pilings,Drilled Piero and Caissons IrsAia� g11.LM PMON GROW P,Q, AM AM DACES PROVIQED: SPACES oRQVIDED: j�SE�S REQUIRE[G_ - BRACED FRAMES AND ASSOCIATED CONNECI'ONS 9 �� "" NOT re ec uta aR RfrRaoucaD Iw ANY (BUILDING ONE-SURFACE) (PARKING STRUCTURE) ❑ Stmicrste rl A I ="" PERMISSION E MSS [xOF ccrt L ret MN IRI velar P. F. SPECIAL CASES - COUPLING OF REINFORCING STEEL Mru �aRaur P PARKING - ADHESIVE ANCHOR INSTALLATION Special Grading,Excavation and Filling �� � Date: 21 July 1006 STANDARD 9 8d - EXPANSION ANCHOR INSTALLATION (INCLUDING HANDICAP) (8) (0) ❑ Smoke-Control . Oust Drawn by: Checked by: (INCLUDING CARPOOL,fVANPOOL) (0) (7) 7 -' 1�. Otho.lnspectlons r.� ��I DAV/MRW WEM P : COMPACT 9 84 Job Number: 101 hilt.(Il -71 1I0 TOTAL SPACES PROVIDED 188 134 MIN./168 MAX. �---�" Sheet ( 0 �Q of: ; BICYCLE PARKING 26 28 , Bid Set �- July OWN AO. 1 .. , __..-.�r�.w_�-..awn...rw-.wvwir._..��..�w'r•1�./I�w !'"171".'�..w,l 11.1�•R �«....nA.��A�+��" _ - ,- - :Y.�Ip...,:.ava. �v,.,.,a:et!$ x I I I 0I I1II i I ILII II ILII illl'Iil! !III m I, 1 101 ILII III' III+ ,III 11111111 111 I I I II'IH (! II I II I Li I 1 tl ILII 1111FI11 111111'IIII 1111 Ilii ILII ILII li 111 it I � I i 1 L.EOI�IIUTYslT111 10 Cm I,ulluu� n I I (l l I ul, li III I� II I f I 1 I ' I I � I �1 I I�I I I ( � I I � 1 � ;� � 10 1 I IQ la 14' •, 10 1'� le 19 ZO 21 AZ a� A $ 0 1 s:0 30 A iY1,1. r I _ 1 V:„ ,t. yt {M P f T ,. ::�,rw�e�rsrr�?:j �r''•T�'°'ylq:s,*�-;.,� ^•.e�et���e rib ' , 1 W , } I, ^g, ti. Y l��[,<z . W�iW'SfAau:wwl.'Muiiirt�r.,ufur. .Frl.:Jlw -- .....n.+..r.:.,ra:»luab...a..aW+,.�...w.w...:.u.�«..t.�a..+...w..awW.�.ws.,�a..,w pec,uww-+..aa.uvuw]w:�nwua.•.. -,.r.m.w. .,.,wu. .«..•�-,..+..,z,.+.-w,•.a,. ..wrruM,+•.+,wrr.,.... '+wen.`+w:,.r...wr..a,.,..ww;._: ,�:ri_,,•r+.r.w,...,,, s..,._...-...h...., ..... - .-,„ .. _ -.....i...,-w.wWi'S.r,�.iki 56WMd''.. '{�IM....1�' _ : 70'-10"- ---- - motes 1. CAST--IN-PLACE CUR- WHERE POCHE IS SOLID, SEE I a DETAIL 16/A1.3 .. _ �b 2. EXTRUDED CURB TYPICAL UNLESS OTHERWISE NOTED, SEE MILDRI N DESIGN GRUIJP, P. f DETAIL 17/43.1 3. CAST IN PL,CE RETAINING WALL -- SEE STRUCTURAL FOR TYPE ^rccletE«uHE SPACEuite rel AND HEIGHT 76:i0 S.W. Be�eland Suite 120 4. PIPE GAURDRAIL - PAINT P; 1 lgard, Gregon 97223-5692 - 5. CONSTRUCT COMMERCIAL DRIVEWAY ADJACENT TO EXISTING Voice: 503-244-0552 1 \ \ CURB PREP - SEE DETAIL 1/C2.0 Fax: 503-2.14-0417 j -�♦ 6. CONSTRUCT 12' WIDE PUBLIC CONCRETE SIDEWALK WITH ! 1 f TREEWEI_LS AND SCORING PATTERN AS SHOWN 7. VISUAL CLEARANCE AREAS 8. LANDSCAPED AREA, TYPICAL SEE LANDSCAPE PLAN 8 1 9. SEGMENTED BLOCK RETAINING WALL - SEE CIVIL DRAWINGS FOR ELEVA'TIONS 1� 1 10. )RASH/RECYCLEABLE MATERIALS ENCLOSURE 1 11. PAD MOUNTED TRANSFORMER - SEE ELcCTR,CAL I 1 12. ACCESSIBLE PARKING SPACES, RAMP, SIGNAGE A14D ACCESS 1 AISLE, (5 TOTAL) 13. VAN ACCESSIBLE PAPKING ''SPACE, RAMP, SIGNAGE AND j 1 I ACCESS AISLE, (1 TG rAL) . �- _ I 1 \ 14.CONCRETE WHEEL STOP, TYPICAL 15.COMPACT SPACES WITH 6" HIGH PAVEMENT PAINT LETTERING ` �♦-- "COMPACT ONLY, (9 TOTAL) 16.LOADING SPACES WITH 6" HIGH PAVEMENT PAINT LETTERING "LOADING SPACE", (2 TOTAL) 17. BICYCLE PARKING - SEE DETAIL 14/A' 3 S 18. LIGHT BOLLARDS - SEE DETAIL 6/A1.3 ~ GS A 19. 7'-0' CONCRETE SIDEWALK i / - � t 11 Al2, BUILDING GNB ` 20.PARKING OVERHANG AT CURB, TYPICAL • MN 8 Al A13� �l' 21. COVERED ENTRY AREA I X1.3 �� 1 i< � 22. TREE WELLS - SEE: LANDSCAPE r �•lor Mop Amp or 21p AMP so �,�.__ ..__.� 23.CHANGE N PAVING MA.E IAL FROM CONCRETE TO ASPHALT 1 R r - --_- 24.ASSUMED PROPERTY LINE BETWEEN BUILDING ONE AND TWO r 10 I 1 - -- - _- - I _ - - I I 25.PLANTER SEATING STRUCTURE 1 I _ �� � I •��� 1 26.PLAZA AREA � 27. STAIR FROM PLAZA TO BUILDING ONE • 1 \ 2.8.CMU PILLAR TRASH z � 16 20 I 19 f � � � ^ I 25 1 29.BRICK/CMU COLUMN 30.RETAINING WALL - SEE CIVIL 1T-0j I 21'-4 t3- " 2T-0" 24'-0• 12 49'-it+�" 13 � 1 I 1 I I - 88 19 -1 30-7j" P25cl_0" (4 AT -4-) 50'-0- (5 AT 8'-4") I Xj.'0• 15 2 - 3 1 4 14 I i 1 � 1 I A1.2.2 C C C 23 I 6 � 4 1 25 16 a 7 I 4 3 t22 II I I I EO 0 0 ° ° - 24 4 \ / ` �-� rA 18 0+.�ner. 23 5 `2 1 26 - i I y- 17 r� Pacific N _ 11 17 \ �'V _ Notes 26 A. "C" DESIGNATES COMPACT PARKING S"ALLS Properties I B. "P" DES GNATES CARPOOL/VANPOOL PARKING STALLS ,♦_______________ _______- C. SEE C2.? =0R SITE GRADING D. SEE C3.0 FOR SITE UTILITIES E. SEE SHEET AO.1 FOR PARKING COUNTS 6600 SW 105th A%e.,Suite l 7 8 : Bear erron. Oregon 9700- S v O Tigard 1'. Triangle z ��� Commons o l 23 4 "♦ .�_ Buildings 1 & 3 Z SEE PARKING GARAGE 11550 SW 157th Avenue vBID PACKAGE Tigard Cregou 97223 28 -7,4/- 71. 1 -1 - Sheet Tale .i Site Plan O ° I 1 i 1 dE3 01 1 1 ' °♦--------------r------_--------------------� i ❑ II I TYPICAL 1 1 30 1 p 1 1 I * ❑ C ❑ 1 1 UILDING THREE I 1 Revisions: 1 �`• I e � A, F(51 1 QJ I I ° 1 j • a � rn� DEMON o><as+.%c:moe,i� iea/n t�s�aa O HE PROPOM Or MRDPAN DE"nEX ORA MRa" ARE WT rontUKD019" cw NA4f1 PE�O ar �n rl 1 94", P C. , e Plan _ _ P Date: 21 July 20% b 5 10 20 40 Drawn by: Checked by: DAV/MRW - M ' ., 7. a � Job Numbtr: 101100.01 �f Sheet f: �p w 41 , Ids �" • ky ,`��„`�, Bid Set - July ,�Oo6 A1 ! I� p X75 :` •. r '' � , ! 1111111 III III III: I' I! d 1IiHl!IiiJl1l 1 II f 1 1 11 t 111111 "1111 IH i� 111!11 Itl 1111 Illtlll' ` I I I I I fi4 a I 1 i a 1 j ]9 7!b itt l l ` >'� »� sRo gg i.w y, r. l._.rr..1..:_,•r_y...,_,.......wrxPr....r.fer,•.r„wfa- _v. r -�s,m�....... .:._. ...._ - . - rr. - - __ _ , _ -- _ K\ r, n � 4 4 ` .. , :...- •. ,.._.. J...'. -•. ...a wwwwwiJeu..➢w+rW+vw.W.6.W'ra..urvoa..a.'..:isi.'.iw�.:wr:w:.,..a.. " .. ..-,,;.: :rb-".. :'.. 1.irM•i1..MiY.wYWA4'll{iM�+iY.YWMI.W4+_n_.14M.Y.•N6w,'Y.YI1ii••iM..r:.+�p�ila+�MLt r.1•-.+.ur e.w•x.sx.w :..:d.s. trJ,+�irwA.E,9s.xw-�J�SiiW+Y�IY. -.. ,. .:.+r,..wows...r:..w.....�....:...,..: .....,_..�....-..•..�...�.:,-...........c..�.•:_;....>s...+rr......ir...�_.___•�...,..,r:�:.wv...."a...:s.+.a:.•.ra..........._.w...•.w..............._:.,...:..-.,.....,.....«:..w.a..•.......,:..«,+...w......,....;..........:....,..,«�.wi..rrw,....,..:e..�:r.........w.aw.YYiillil�+•:�.....,.:....,u...,.,..wa.+...w...w....w,-Wa.te,.,ra.W war....-....... ..eafr.....w................,,•,. '..." . ... . .•. .•. . ... �. '.-.ir.T-z-.._ . . . . . . . . . . . . . . . . . 3 .. . .'. . KeynotesT7 :- ' • . • • : . . . . . . . . . . . • + --- . . . . . . . . . . . . . .'. '.'.'.'.'.'.'. '. .' 1. EXISTING CONCRE TE CURB s . . . . . . .V. . . \� 2. EXTRUDED CURE. SEE DE FAIL 17/A1.3 3. PU9LIC SIDEWALK/PLAZA MIl_DREN DESIGN GROUP,P. . . . . . . . . . . . . . . . . . . . . . ' � 4. COIdCRETE RETAINING WALL : : : : : : : _ : : : : :':': :':':': : : : •.: 5. WALL MOUNTED S'" AGE AR�I,rrF(-"I URE SPACE PLANNI <y :':'- ":' :':' :' :' :.:.:.:_:.:.:. :. . . 6. PIPE GAURDRAIL - PAINT P2 7650S.V1'. Be�eland.Sulle 12 7. CONCRETE LOW' WALL Tigard, Oregon 97223-8692 . .y. .•.• . ..•.•.•. •.•.,. •. ,._.•.. .__• .•.•.• .•.. ...•.-.•.... .'. . . . . . . . 8. LANDSCAPE AREA Voice: 50?-214-05 2 ;._.... .....:. ......:...'.'. ....'.'.:. ' ..._:..:.'.:.:-:-:-:.:.:.:.:::.•.•.•.•.•. •. .•.•.• .•.•.• •y 9. CONCRETE SEATING Fax: 503-244-04 17 ` . . . . . . .•. . . . `. 110. CONCRETE STA R NCRETE WALK LEVEL TO AC PAVING 11,PIPE HANDRAILS POWDERCOAT P2 . ':':':':':':':': ':' :':':':':':':':':' :' .:. : : : : : : :':': : : :':' ':':':'• . .:.' 13.HOSE BIBN AT 30" ABOVE FINISH GRADE, TYPICAL ; . 14. CANOPY AGOVE ••• -•••••• . . • • , , . ,'.:.:.:.:.:.:.:.:.:...:... 15. 1 '- GRADE LIGHT - SEE ELECTRICAL .'.'.•. '.'.' .'_' . '.'.'.'.'..:.:.: . :_:.'.:.:.:.'.:.'.:.:.:.'.:.:.:.:......:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:e:.:.:.:.:.• 16. TREE WELL - SEE LANDSCAPE I.•. . . . . . . . 5'-0" i 17. MASONRY COLUMN - •. 20 . . . . . . . . . . . . . • . . . . . . . . 18. 'IS FFAMING ABCVE, TYPICAL - SEE STRUCTURAL .'.'. .'.'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'. '.'.' .'. / 19, COLORED CONCRETE - SEE SPEC :': ` . . . . . . . . . . :•: :::::::::::::::::::::::::::::.::::::.:. . .:.:.:.:. . . .`. . . .'. . / 20.LIGHTING BOLLARDS - SEE ELECTRICAL _ _ _ . . . . . . . 21. 4" CONCRETE SLAB WITH BROOM FINISH _ .•..:•/ 22.EXISTING CATCH BASIN 23.KNOX BOX, RECESS MOUNTED INTO BRICK 13 24.POWER ASSIST ACTIVATOR 9 27 \\ 26.ASSUM DUPREPER1Y LINE D LIGHT - SEE ELECTRICAL I V+ to 27.ALIGN WALK WITH FINISH FACE OF WALL 4'-0" 4'-0" 4•'-0" 4'-0" 4'-0" 28.ALIGN SCORING WITH FINISHED CORNER OF BUILDING 28 \ 29.4'-O"x4'-O" SCORING PATTERN TYPICAL THIS AREA 30.8'-0"x8'-0" SCORING PATTERN TYPICAL THIS AREA • • �.••- --•- 36 \''� 31. CONTROL JOINT IN CONCRETE 8ENCk; - SEE 3/A1.2.3 FOR 0 7 - ADDITIONAL INFORMATION 9� • - i - \ 32.CONTROL JOINT VERTICAL AND HORIZONTAL IN RETAINING WALL v �\ 33.OVERFLOW DRAIN 34.CA TCH BASIN 35.CAST IN PLACE CURS i i �♦ 36.Bp EXPANSION JOINT TYPICAL AT VERTICAL AND 18 HORIZONTAL JOTS w . . . I f. .•. . . , . , , . , , �-- 37. e INDICATES CONTROL JOINT ' - C7 . 38. E•-H INDICATES DIRECTION OF BRUSHED CONCRETC . . . . 39.RECESSED LIGHTING FIXTURE SEE ELECTRICAL o .'.'.'.' 1 1 40.EXISTING WATER VALVES, REMOVE EXISTING CONCRETE COLLAR $ i .•. . . . . • . • R45'-9�" - SAL EQUAL l i a -3 : no o..... 32 - 6' : 5-0• Ct : : : : 5-0 . . . . . . . . . . . . . . . . . . . . 5-0 C.) . . . . . . . . . . . . ' 3•_6 �• - . . . . . . . . 1_fi' tr ,�+ . . . . . . . . . 0 1 i Opt ner: `- .'.'.' :. .:...:.....:. _ '� . ;: .. Pacific NW . . . . . . . . . . . . . . . . . . ,' Properties 37 r TYp • A1.2.3 I �+ \• � L \• 6600 SW 105th Ave.,Suite l ' : Bec-�eron,Oregon 97005 .. I \ \ .. 8'-0" 4' 0" 8'-0" 4--0- . . . . .' .' 2 ( 11 �+ r 11 �j Prole: 3 f / \� Tigard � . : . . ' _ . . . . _ . t3 ... . . . o \ Triai1 le + - _ . _ • • . • • • • • • _ • . _ _ _ _ • . .. . . . . . . . . . . . . . . . 6 ` :. . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . , , . . . . • . • • • . _ _ _ ` � � •� .� �. \ \ /� �` 36 Commons 31 �-.-........ . . . . . . ._. ... / A, , • 1' �� Buildings 1 & 3 i i -- -- \ 11850 SW 67th Avenw- • 32' 2 4--0- 4-0 4'-PZ 4-0 4-0 4-0 1 •• - / 12 Tigard Oregon 97223 .'� 3 '+ `y 33 , AL2.3 ..... . ..:............. / 4•-0• 3Y i r 9 . _ Sheet I itie r.�:X Zlarged ill 20 32 • ..�yt./ . . .�.�.�. �.-.�.:�. . � � � Upper and O O : : : : : : 4 _ . . . . . . . - Lower Plaza 32 . 10 0 �� . . . . . Plan o w . . . . . . • . \ . o -- --- -- 19 r... ✓ i 32 ___ W \w . ' .'.'.'.r' • >9 � ' ' ' ' ' ' ' ' ' ' ' ' ' ' ':'. : : : : : : : : : : : : : : :. ._ � : . : : : : ::: 36: : :V . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. • . . . . ,•, ,•,•, , , . .' '31 \ . . . . . . . . . . . . 0, Revisions , 32 Q � 39 r � 1 ..' i A1.2.3 O O / o ...... ..... 22 \ I THM �AK me rwarpttr a< ot �_-.� ...... -� _�__ 1 GMWr�i a AND M ....... r ' .. ..... ... ..... T TO UKD 40 ...�� ... r►.c�.Kcxar* wn, ,►�snow rMa� pawls"or 1RD„D,DE310N on" r r- 3 40 26 - Drawn by. Checked b � ` i D.AV/MRW WE 40 \� • • • IN • ■ Job Number: 101100.01 - -- -- ------ _ -_----____ -_ ---�_ -- ___-.� Sheet 3 v f I 1 of. Lo Plaza Plane Enl and Lower -� � Bid Set - Jul 200 » :, . ,. Y x. 1 .2. 1 � - I sn111411111011111 OLufy0TI0 I3 r4 �J �4 30X Q 3n z 11 I�.j, •rr:... '... .( •'Irl f:. y !#.`. A ,�,! Vit" YC •/'.] A `:x!:14 i'.". •. p ''�,P ': .. .. 2e'.f: X t 5 I � -:J.i; .'. .•.,� ..;, ';`'�, ! a -."�. 1::. I#'y .r47 k;1tRxY�'u��w'.�'i"� 0 qq • � 1�.�,�:u� _xur_r;�_w_nsv__.-.r:.-..e:�f,..^•�",sr�. 3. _.r1:,�:z���e�x_..�_rss•,�-.-�e�±yi:. "..Y.m.n:,� .r�:..���x�--_�.s...kw�+u:... ..:-�s..:....c_,...... - - - a - - - -- - - -- - - -- -- - �Y t M. r live J I i` • r' ' .ur➢Int.Wvcu.r+uLNw7trWlWf+.nNlWemillr.aat„a+L. 1Wi6tu,.—..a, wYsiNs/trt'1l'p ".. ."'.-,y' 'Wiio.+wlrwr+i".iv••'_.. :_.a` •.:rk.. �wu.+w.............- • ...wrau......+... --ai.uaa_3.. ... _. -_.•u.Jwk . ._._.µ•.aarwaWl+4.. .,._ • - ,•- - .. u♦+•, '„uw•rs.r,.a..r _.- - -:w-.w..,.u._,.....♦..w..:r.•.w,..•r.w•u• ...•.•.....•,....•..._a..........n..,..•...r.,.w.....Y. ,.. - ..., ,. —.._` .' '.W' ._"-_.:......... ..........::•._,._,......•.tr.....e♦YiwteioW.. ....,iiau•riww+.••..+. - f <: Keynotes ~ a - 1. PARKING GARAGE --- 2. STEEL AND CONCRETE STAIR W W W W W W W 1 3. ALIGN WALK WITH FINISHED FACE OF BUILDIN' MILDREN DESIGN GROUP, ' y y y y W W W nRc � •� 4. RETAINING WALL 5. BICYCLE PARKING, SEE DETAIL 14/A1.3 rm'>rcruKa SPACE PLAN ' 7650 S.W. Beveland,Supe 6. ASSI;MED PROPERTY LINE 1 7. ALIGN TURNDOWN END OF' GUARDRAIL WITH MULLION Tigard,Oregon 97223-869 � W W W W 8. LANDSCAPE AREA 8 Voice: 50:x-244-0552� w Fax:503 244-0417 ^ 9. DOWNSPOUT s • • L 1' W W '1' 'Y 10.OVERFLOW DRAiN y W L W w W W W � /• • y W w W W W Z►Q 11. CONCRETE STAIR 12.PIPE w W . . ♦ HANDRAIL /.w 2 % » 13 HOSE BIBB AT 30" ABOVE FINISH GRADE, TYPICAL.. W • w . '. M.e �j 14. CANOPY ABOVE 15.IN-GRADE LIGHT - SEE EI.ECTRICAL 16. TS COLUMN - SEE STRUC rURAL 17.POWER ASSIST ACTIVATOR 2 18.KNOX BOX, RECESS MOUNTED INTO BRICK W ✓ IOW \ \ //' /� 19. TRENCH GRATE, FAIRWEATHER T-24, 2' X 2' i � � V 20.8ROOM FINISH, TYPICAL . . . . , '� \� � \ Z: \ 21.LIGHTING BOLLARDS - SEE ELECTRICAL , 22.COLORED CONCRETE - SEF SPEC 23.13ITUMINOUS EXPANSION JOING TYPICAL AT VERITCAL/HORIZONTAL JOINTS \ \ � 24. • INDICATES CONTROL JOINTS - I 134.58' - -. 01 �'I �`, W W W i w W / ', 1 5'-6" f6 TREADS AT 1 2'-10" 7'-8 _ — 13'-9" 15 TREADS AT 11 ur r /J( 1/r •� \ \ •� W d .11 // W W W W W �_ .-- , 1.—�u 1''-11" --. . •'•'•' •'•'•'.'.'.' ' I Z7-541 • -- i I I I .'.'.'.'.'.' `.'.' .'.'.'.' A . . . . . . . . . . . . 1p . . . . . . r ♦ rya /l 21 Cl. Z 2 'o Wr7I 01 I . . . , . . \ 6/ / / ... ... . o Owner: 20 -♦ . . . . . . . . .i Pacif is NW 17 . ::.:.:.:::.:. Prope.ties 18 .'.'.'.'.' . A11.3 . . . . . . . . . . . . 15 \ - _ _ • • . • • . • . • -- I 6600 SW 105th Ave.,Suite Beaverton,Oregon 97008 - -- - --- — -- - Stair Plan s Side EntryPlan EntryPlan _ a Enlar ed S _ sb�1 -0 F-14-0 — — sb sb • Project: 4 Tigard \ Triangle -^ commons - Buildings 1 & 11850 SW 67th Avenue 1 Tigard,Oregon 97223 21 ,-C Sheet Title: y , A1.2.7 Enlarged 22y --�' \ ,, \ .-� \ ,� y-•'' 19 C23 Site Plans .-C 13 \ y, 23y' a ?.3 , ,r \\ ■ ■ ■ ■ ■ ■ fly ■ ■ '. -. ----- \ \ R,evlsions: - • \ \� I 2 19 L: \\ L ----- ------- --- - - ------ -- Ela El F-1 e I I Mi SIM DESIGN X PC.. 4001. RIGHTS II€1R1t11 k • 11M ORAMM ARE THE rROrMY T•sTT•s' / MKDREN OEl7�1 G11"w RO, NO ARIL • • • ♦ NOT TOK11wt ISM "a PQM �011M MPERMI 1 Gf IINDM DE!YG►1 QIMI� '�. «• Date: _ 21 Jul .. •. - _ • •, _ ' ' Drawn by: . . - Check . .'.'.'.'.' . . '. . '. \ • '• 'r ice..:..•/` •,•+•, ` Job Number: 1011 i. I Shen J �nlar 8�de Flea Plan - A 1 .2.2 Bi�� Set July X006 ' : .I : �a -•__.__._ __. _____.___. � •: a 11� 11 I , ill W1 1!II " 1 t I ! I f ilil III IUilllil 1111 ILII till Itll 111'1 it illi' 111If,1 I �I!- !I 1111 I I,i1t1111111111jj1 117,17"IIA ,. LIQ: I� iIIH Illl�li I II 1 I ., C� !i 1111 II ,h,lillbii 1 11 f l H 1 I 11. I ` ! i I I f 1 I 2tl1 . � �. '�� I 1y 7 e I O 1 1 1 ! 1 14 to ,, i A 1 A 20 � I • e; , [., - ;. _•A ....-w ..rem .. ... .... ..... ...... .-._.. .. ... - :.,,, , a - : -.....-.....,.;a -.-,.._-.l...y-.....u,..]Ye......rr........ua .,_an.,,.•tl.c....,......w...........r«..a...e..-...-..w:r/cw.:1�_i..:.,YCm.::..........,rr;.ru:u._... ._.,...._.w ..,..____. ,_- --.- j 4 G r n.'. 9_. •.. ...:.....ew.rxJL.'r1i�4fii:.ii�'WO v.:.:YaY.Wunwi/r•.rWLa.wrrWi..r+„a.w.4✓awrw.r._Irwu,...--++......,._.-r,w....-.uw _. iu r.. .,..• .........+uri/.wWia1W .. 4CCaaa""" „w.....w._..:...Y.-..,.._,,.'.,...;aw..k.-,..,.,....,....w.:.:,...:...,a'r..:a,,..-...-,n.,Y.-.+.s:..r...ruw.,..wu,.......ww+u.n ... •,u._... -_ ... _ .Pl-„ '� ......_..._.-J...<a-P0-,+-+u..ir.+iw1'.t,tliu6'.Irb'a<'a.N1.'waYi/+>'a.n.u.Y.wi..i•.,N,:.wYr:',u. .r«ear.Afu..w.w+s.0-d'Yiwva..M,..rrwu.Y+•...,.ru,rx.+.,,sva..wu....w.w,...._.«-.,-.« w.,"..-......+....-.rw.u. - -- -- - -- -- 8 Keynotes -� r T G I I T� � - --^--- S. RETAINING WALL -• SEE STRUCTURAL FOR TYPE AND HEIGHT ' r 30x 2. PIPE GUARCnAIL - PAINT P-2 T T 3. LANDSCAPE AREA - SEE LANDSCAPE PLAN MILDPk.N DESIGN GROUP, 1 4. LIGHTED BULLARD - SEE ELECTRICAL 5. SIDEWALK GRADE n11r1{rrF�rul+e sPnce PLANN y 5 6. PLAZA ATEA 7650 S.W. Beveland,Suite I 7. STAIRWAY FROM PLAZA TO BUILDING ONE Tigard,Oregon 97223-8692 8. BUILDING ONE:, BEYOND Voice: 503-244-0552 j 9. SEATING AREA AT SIDEWALK LEVEL Fax: 503-244-0417 10. WALL MOUNTED SIGNAGE 11. CONTROL JOINT, ALIGN WITH HORIZONTAL JOINTS ON SITE " CUR D I AND PLAZA PLANS 12. START OF VERTICAL REVEALS 4 5 <� 3 ! 1.2 Al 2.3 A1.2.3 I 6 2 A1.2.3 1 - -- - - :..I_ ' _ _ _. _ _. - _ - - -- - -- - - __ _ - -1 -- - -- - -- - - - _ - -- - - - -_- - -- - -- - - -� - 334.2 t - - - - -- - Triangle Cominons , A1.2.J 10 C� I w 11 W 11 05 > 40P I • MI JR • /� G i l 11 1 12 r.•r �. �- AS.4 Vr 1 7 AT CORNER e 4 CURVED 4 • A1.2.3 A1,3 ♦ 337.50 East Elevation ♦�' _ SANDBLASTED- f CURVED CONCRETE '� �• 2S�"PIPE GUARDRAIL WITH RETAINING WALL - f- ��" CHAMFER, TYPICAL "PIPE GUARDRAIL WITH `` � WELDED WIRE MESH r SEE STRUCTURAL -# a WELDED WIRE MESH -4" CHAMFER, TYPICAL 33'7.,50 10•-11" • r N CONCRETE SIDEWALK 6 , 6 ir LANDSCAPE AREA �' '• 01.2.3 '0 3'4" CHAMFER, TYPICAL 01.2.3 �4" CHAMFER, TYPICAL . �" / CC)NCRETE SIDEWALK WHEEL STOP - SEE PLANS LANDSCAPE AREA SANDBLASTED `j' SANDBLASTED iv URVED CONCRETE ►� • : � CONCRETE SIDEWALK --� . CURVED CONCRETE so cv I ' I•I 1 I ETAINING WALL - �'4" CHAMFER, • RETAINING WALL - 2" REVEAL, TYPICAL CN • I I SEE STRUCTURAL _ SFE STRUCTURAL TYPICAL " II I II I -'�1 II 2" REVEAL, TYPICAL 5 Q - � N w•., - - CONCRETE RETAINING CONCRETE RETAINING WALL WALL PAINT P25 _ - _ - W I - _ PANT P2- SEE -� i_ I- - SEE STRUCTURALv - - - - v _ - "'' STRUCTURAL 5 _ -- W '_ I _ _ , .� Owner: • - Pacific N W �t4 EPDXY DOWEL AT Properties V) ck: - - , EVERY OTHER STAIR - PUBL:C SIDEWALK - •• - - �• - I I I - - �- - -_ . Q - I > ♦' _ _ - r SEPERATE PERMIT - - -*t I _ 1 - _ _ BOTH SIDES SEE CIVIL > - I i SEE ELECTRICAL •• •• � - .•' it IT I I- 6" PERFORATED FOOTING POUTING - SEE '• 1 1 • -�= i l-,I I r DRAIN - SEE CIVIL ' - _ - STRUCTURAL •' _ - 2,3 ;� - - 6" PERFORATED FOOTING � __ - _! Fi" PERFCt2ATrvD FOOTING LANDSCAPE AREA- - '• , _ DRAIN S7E CI17L i DRAIN - SEE CIVIL • - � - � 3. 6600 SW 105th Ave.,Suite 17 • 1- _ _ -FOOTING SEE ,_ 4 : ' Beaverton,Oregon 97008 1 6" PERFORATED FOOTING - FOOTING - SEE - •. • ' �.� . I; STRUCTURAL � �,-, STRUCTURAL ' FOOTING - SEE- •.. .• :, . ° a r - - DRAIN - SEE CIVIL _ = -- _ - •I - •. J , ' ° • STRUCTURAL . • .. All oe {. " • • • a Retaini Wall Section at Upper Plaza _ 5 Retaini Wall Section at Stair$ Project: 2 Retaining 'Mall Section at Parking � Retaini Wall Section at Lower Plaz a =, _D =1 _o A� ."=1 -o 01223 a' -D A d -03000 -RtngVAI-4 Tigard 0113 d-03000-RtngVYll-1 d-03000-RtngWll-2 d-03000-RtngWll-3 -34" CHAMFEF, tYPICAL 6" Triangle Commons -, ° Qa I CONCRETE RETAINING WALL, PAINT P2 - SEE Buildings 1 8� .3 y. PIPE RADIA. STEEL - -- - - - -- - _ - _ __ - - - - STRUCTURAL 11850 SW 67th Avenue ^` IL --- ,� ALIGN REVEAL AND ° Tigard Oregon 97223 2-1/2" DIA. STEEL GUARDRAIL POST Q PIPE RAILING BALUSTER I Z -h t+YdA 4X4X2.5X2.5 - BOTH ---I - S AND RAILING TO BE F M PLUMB, ALIGN HORIZONTAL Ai.23 ►'� ° U - ' WIRES BETWEEN POSTS Sheet Title: IkX X14 EPDXY DOIhEL �.T 24" C. a CONCRETE SLAB OR CURB - 2' PLUMB REVEAL. ° 1 TYPICAL Q �, Building One �i Retaining Wal' �• I > g - ° I I I -- -- _ - 330.0 - _i L ---- -- o a v Elevation and I. 4'-0" MAX. � ANCHOR INTO CONC. SLAB OR CURB - ° �'-- -' SEE PARKING GARAGE SET DEETAIL Sections r6'*'�Fence/Guardral Detail 13/55.3 d-05500-Grdr1'-� CONCRETE RE tAINING WALL __ - SEF_ STRUCTURAL ° -�.1 3'i" CHAMFER, TYPICAL"-' OOOTH FINISHED, CAST IN PLACE ----- 337.10 _ CONCRETE - SEE PLA'4 FOR JOINT ----- _ 8 RetaO. ining Wall Section - -337.'iO' AT SIM. CONOITION� LOCATIONS - - 7 Reveal Detail _ . _ Revisions: 4'' I I d-03rml.- R-Rtn WII-6 � Q �1 _0 A 9 I k BOTTUM OF WALL MIDDLE h'1• Q _ 5 AT 12" O.C. VERT, /t4 AT 12" O.C. CONCRETESRETAINING Q I I��-- DOWEL INTO FOOTING AT T.- a� i i " WALL - SEE ('� CE"ITERLINE OF WALL Q AT 24 G.C. CURVED COtiCRF_TE EPDXY fiOWEL SANDBLASTED 1 e w � �� STRUCTJRAL vl • Q � RETAINING WALLS - I ° V a SMOOTH FINISHED, CAS' IN I 3 Q O.C. VER f + Q Q � __ SEE S'.RUCTURAL " `. • Q 1/2 9ITUMIOUS HORIZ. AT " a 5 AT 1� CONCRETE RETAINING WALL i I I PLACE CONCRETERF�1R 70P, MIDDLE Ac / '4 CHAMFER, TYPICAL FOOTING - SE_ I -T c o EXPANSION JOINT DOWEL SNTL FOOTING AT to v Q " BOTTOM C WAIL STRUCTURAL �� CENTERLINE OF WALL - ,EE STRUCTURAL- ' -10 1 -10 1 -10 • 33 7.10' Will v S � - _--- -�• ° � "�I" BITUMINOUS 1 #5 AT 12 O.C. VERT. #4 EPDXY DOWELo`T-- 4 4 1 EXPANSION JOINT - v 0 C' 1 I I U ��� t DCWEL INTO FOOTING 4 A' 1?." O.C. n AT CENTERLINE OF WALL �� ' 13 - 1 CJ , • v° _ . CONT. r,V a ihlt+l�+otpaw �.c, aous Ks q 1 v 1 ic1 'Q1 r - LANDSCAPE AREA. 0p vv In RIQITS IIE]E1ttiFD _ v '7 I " I-^ +• .---'1W&Tf JAP% r p I n Q e r►¢ D1A1lNOs Al1E tNE F1•oraTr or Q Wi)ArRN OC�1 0100 F.C.. NO AN 1 BITUMINOUS is .p • b ' ° I '-- ,' - 't '� e ° ° I ° W",neer WTHOft�M r1�MMQnrO' 1 r v "h .----4" EMBED r EXPANSION > - • ° v ° it I I*-{ .� - , I ° s� Fflwisnar a taefl�[N DEalolr c>Mau►. ..c c 1 r 1 j2" JOINT- • . - •°' •1 --- - ( --I I--1 _ _ I- I I ° v _ - - ' I a �� e �� _ , , a I i i_i I�-- I• �- _ ,-- -�I-- a �I b �� - III-III-III_ I I- Date: 21 July 2006 -- -- a r e ° p ° e p =I i I� I' T� � � ;•� ;I i I I I I I-! I -IIII Q g _ 1L..1... - P ° ° D o III-I al �.4 - i - •° °° -I iN _ I` " Drawn by:w Checked M l a�• I�I I iI { I- ° I I I--) I I_I LL . :•w -III--i I I I-III I I ! _I 1 I- 2 DA /,R g C da o ° c > • ° n ° V !III ,, .. O : • • S -I I -I ..�. I-�" III_) I I- -_ a I ° - ( -- -i I_s_I ° . III` I�. ! #4 EPDXY DOWEL "v tom' r -III- - I + �� °4 a a III_-III I !_�hpl •_ " - 3• _D" .,T a4" O.C. -I I � z° � 1 t .lob Number.c L 1p01100.Of. 1 -� ,---I i r 2 0 - ;) 4 CIWT. -0 -) tµ CONT. 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Beveland, Suite 12 r � )(" HIGH WHITE REFLECTIVE o \ I CONCRETE FILL Tigard, Oregon 97223-869' - - - - - -- 6` 7" LETTERS AND BORDER, BAKED - - �r I Voice: 503-244-0552 ENAA�'�L ACCESSIBLE SIGNAGE V� -- a ��-- _-HANDICAP SYMBOL WHITE Fax: 503-244-0417 - PAINT HAZARD YELLOW PER STA',"E 'WITH BLUE BACKGROUND REQUIREMENTS - r O CONCRETE SIDEWALK FLUSH ,, I��" �+� = �--- -----VAN ACCESSIBLE SIGN WHERE (j� --- FINISH GRADE ` PAINT STRIPE i� WITH ASPHALT 7" „ht---} }' r y�ku� 4 REQUIRED J`s / 30' T+'P. 3" WIDE PAINT STRIPE � � I I O TYPICAL -GALVANIZED STEEL POST I I ACCESSIBLE SYMBOL, 4" PAINT STRIPES � ' _ --� - � I I o PAINTED PER A7 2'-0" 0 C TYPICAL I 86' _ . I I / / C,, c - CONCRETE FOOTING � \ STATE P,En,lIRE1.tENTS COTES, � I I 1. ALL ACCESSIBLE STRIPING •� BA VAND SIGNAGE TO COMPLY Q WITH ORDINANCE i I I r � ORS 447.233. 67 2. ACCESSIBLE SIGN TO BE I I MOUNTED TO SIDE FOR ( I I L_ _J '/AN ACCESS LOCA TIONS AND MAY BE CE'gTERED FOR STANDARD ACCESSIBLE 4" 10" 9'-O" 6'-0" S'D. TYI'. SPACES. WHITE STRIPING PREFERRED it OREG011 TYPICAL ACCESSIBLE LOCATIONS 8�.:'r BACKGROUND AND BLUE U 1 �� ,� Accessible Parki Stall PAIN ED CURB OPTIONAL 2 International Accessible Symbol 3 Accesaik�le Par�ir�S�n�ige a 5 � Ballard � OF �� _ _ _ 1'3 15b215b3 1 1 O i GALV. STRAP NINGL 15b4-r1 �t PRE-CAST CONCRETE - '� WALL CAP r �- (2) #4 AT 43" O.C. IN BOND BEAM 4" CMU - CUT BLOCK 12 33'� CONDUIT e,. 11 EQ AS REQUIRED A1.3 OPENING SEE SITE PLAN A1.J #4 AT 24" x 6'-0" 0.C. I 5"0 BOLT - ARRANGE�AENT - CMU AND BRICK VENEER T .� VERTICAL � WALL -- -- --�- RICK AND CMU VENEER o I SLOPE TO _ s - ---- TO MATCH BUILDING GALV. STEEL PIPE DRAIN --�--�- �- uo ('2) #4 AT 48" O.C. IN BOND f_ I TUBE STEEL METAL FRAME 8"0 ALUMINUM Z rn BEAM I LIGHTED BOLLARD 6" 6" SEE SITE PLAN Q TOOLED JOINT I • 8" SOLID GROUTED CMU WALL 1 1" RADIUS (0 4" CONCRETE WALK I- N #4 x CONT. 2% SLOPE - A1B.3 (n � 4 A7 24" O/C . . GATE 6" CONCRETE SLAB WITH Owner: ELS W # / 'a #4 AT 24H O/C EACH METAL ❑0 CONDUIT T SLAB I T SLAB # Pacific NW ?_" SAND OR "-0" W EQ. rY _ - ANCHOR BOLTS COARSE AGGREGATE U 6" CONCRETE SLAB WITH 1 .1I� 2'-3" x 2'-3" x 2'-6" CONCRE grope"ties o #4 AT 24" O.C. EACH WAY I E SLEEVE, II `D AT GATE POST 11 1 CAST IN PLACE CURB T SLAB _ AND SIDEWALK 4" EMBED PAVING SECTION � At.3 NOTE: I (2)#`1 x CONT.- /1 CJ !'U o • CONCRETE TO HAVE STRENGTH OF 3,000 PSI IN 28 DAYS, 2" TO 4" SLUMP � 1 � CONTINUOS -� 6600 SW 105th Ave., Suitr 17 • PROVIDE EXPANSION JOIN?S O 20'-0" O.C. ALIGN CURB AND WALK JOINTS. >< `I Inn F007'NG BEYOND �-- Beaverton, Orego�i 9i,..,5 • PROVIDE CONTROL JOINTS IN WALK ® 5-0 O.C. V X X X *SEE MANUFACTURER FOR ADDITIONAL INFORMATION E L hted Bollard 7 Monolithic Curb and Sidewalk 8 ' Trash Enclosure Plan 9'NTrash Enclosure Wall Detail 1Q Gate at Trash Enclosure 1.3 1/2 =1 -0 3/4"=1 -O" 3/4"-1'- " SEE SITE PLAN 1.3 d1O RIBBON STYLE PIPE RACK TG 893 1h. STEEL TROWELED d---16500-bollard-1 15o5 d9 SEE SITE PLAN FOR NUMBER 1j¢" 1 EDGE, TYPICAL OF SPACES „ 2R CROSS SLOPE �-4" CONCRETE SLAB Project: i FINISH CONCRETE TO MATCH - ADJACENT WALK WITH CONTROL JOINTS AT 5'-0" O.C. Tigard /� - - 4" CRUSHED ROCK Tr Ian le r BASE g BRICK AND CMU VENEER -BRICK AND CMU VENEER 1 " SECTION TO MATCH BUILDING TO MATCH BUILDING IS 3 X 3 X ,� TUBE FRAME Commons BROOM FINISH (� QQ i S IT PIAN - 'SEE SITE PLAN - Buildings I Uc 3 -METAL WALL PANELS --~ SW 67th HR-36, 26 GA, PRE FINISHED I ' _ Tiga rd,d, Oregon Avenue?23 PANELS AS MANUFACTURER'S STD COLOR AS SELECTED BY ic) ARCHITECT X2XCON T ` L� ANE BOLTS FOR EACH LEAF d e• d '. •, a 'c �� ° b I Sheet Title - --------- --------- WE 10 -� i Site Details -! I i ` -CONCRETE WALK - SEE SITE PLAN � - ' 6"e CONCRETE FOO TING - ZTS METAL FRAME \ I ZTS METAL FRAME \ GATE WITH METAL \\ \ `�, GATE WITH METAL \ \ �� i T SLAB _ w - :- � � ' PLAN CONTROL JOINTS PANELS \ � `, PANELS \ \ \ _w w w w w_w w w i • (TOOLED) 4" BOLLARD � \ 4" BOLLARD EXPANSION JOINT r / / NOTE: PSN AT 28 DAAYS. 6E5�000 AT 20'-0" O.C. SEE DETAIL 5/A1.3 / SEE DETAIL 5/A1.3 -PIPE SLEEVE-EMBED 4" MIX, SLUMP: 1 1/2" TO 3` 3" STEEL TROWELED EDGE, TYPICAL trid'��Gate at Trash Enclosure 14 Bic cle Rack 15 T ical Sidewalk ti Trash Enclosure Gate .0 llllall 12 Trash Enclosure Gate to Wall no scale • ;. } 1.3 d„ ", -o -- 1.3 df2=f -0 1.3 �,s ', -0 1.3 15ai -o 1501 i Revisions: I SEE CIVIL FOR PAVING SECTION AND BASE COURSE 1" 2'-0" FACE OF 6" RB )6" SLOPE TO FRONT 2'_0_- �i. ,��� - CANOPY SYSTEM, - _- ?'-O" ' r -BRICK VENEER - -- _Y ABOVE _ RUNNING BOND CMU VENEER 1-SCORE BLOCK TS BEAM ABOVE - SEE STRUCTURAL I BASE COURSE - - I - 6"MIN. 6" - I _ I % 1 0 1'- MIN. I ti 1 i -PRECISION CMU CORE - SEE CIVIL FOR PAVING SEE STRUCTURAL _ SECTION AND BASE I I . MWu ocsWa+ a+cxrP, P.Q. 20M All - • COURSE I C PRECISION CMU CORE - NOTE., ' "'R• - - - ' iN SEE STRUCTURAL THM os�MINM AK THE M"TY Ix 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 D,: 'S tO ' _ .STEEL PLATE - SEE MORD' �°�'P P� �w MY 2. EXPANSION JOINTS TO BE PROVIDED: STRUCTURAL �6" GAP - GROUT FILLED �,ONOF EXCEPT O�.��,P•C. rA. AT EACH POINT OF TANGENCY OF THE CURB Date T EACH COLD JOINT - - _---�` i - TS MEMBER - SEE NOTE: HOLO BRICK VENEER Date: 2; July AT EACH SIDE OF INLET STRUCTURES STRUCTURAL - GAP - GROUT FILLED TIGHT TO CMU WHERE INDICATED Drawn by: Checked by Y AT EACH ENR OF DRIVEWAYS -�� ON 1/A4.2 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FELT - -- DAV/MFt1W WE 3. ONTRACT';M JOINTS: SPICING TO BE NO f MORE THAI 15 FEET PRERA�'T CONCRETE THE DEPTH OF THE JOINT % ,LL BE AT LEAST IM- SheeNumber: y l01IOO.0 4. ASE ROCK TC BE 2. OR *• COMPACTED To 93X OF AASHTO T-99 AND SHALL ---- - -- - - - - � Column Section 7 /9 E TO SUBGRADE. STREET STRUCTURE, OR 4» IK DEPTH, WHICHEVER IS GREATER I >9 Column Section _ Mon 18 Pillar Plan -_ d�4°°-2 Biel Set - Jul 2006 A 1 .3 f is Cast-In-Place Cures n Extruded Curb Sect _ ___.�_____ _ _ Y •1 -O �1 -0 f a1 -�� 1.3 1 1509 504 44400-1 t hb4-1 ere r M't. MMiet".,w wma►e.W?.IYJ�n .. _.,.._...-._..,....,.,,,x•.as�r....�..,e.Ayy, «mmnm"+rmew, .T.,.` -.,. .._. w.,«._.�ww�rt'^!;v-r.,-..,_-m_ _..-'-„'------'. __�.�.__._.,-.._..----- "_-.� ..- _ e.r fro. ti ....r. +n. ..... ,•;a1.:. aY� ,.. - .. +.... . ..,rr , " _ ..,,_,. .r... ,'n ..,,_. ,' :.:._. - ....., ,... -.i-. . ,.. r,- ..: .. ,.. ,. .- ♦� TN4'asY+•e n.'.r.My ,wa,'2rt'ti'...:..i .. r 4, ;' a+luiiiiuluu nnlnii !ul�uu Ilulu I�j n I I a I�nu I r rl i i i to III u r I► r� u i I I I I Ilii n ( ,i I iu�nn Ini�iui rninnnni iul liu�nu n i�iin uii�nulnnll�iili.lillnllnnl I� a. �y a�a . 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THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APOROVEI) � - CONSTRUCTION DOCUMENTS INCLUDIIJG ADDENDA ON THE PROJECT SITE AT ALLI '00,10 `,.� nRCHtTEctuKE SPACE 1'LANNI 102__ NEW CONTOUR 1 FOOT INTERVALS 7650 S.W. Beveland,Suite 120 TIMES. s� - 'Tigard,Oregon 97223-8692 333.40 100 Voice: 505-244-0552 NEW CONTOUR - 5 FOOT INTERVALS 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER, 3 BUSINESS DAYS PRIOR 10 ANY EXCAVATION, BY CALLING 800 3 52-2344. ! / 3,70 333. 0 �� � Fax: 503 ':44-0417 CATCH BASIN RIM ELEVATION 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES 338 i M-100.00 SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS WITH ENGINEER. I / '""'-•- 1 U SPOT ELEVATION 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JUKISiriCTION INFORMED OF I + ',j 3�4 7Q, CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED 15 _ INTERVALS. 24-HOUR NOTICE IS REQUIRED. 1 I _ 1 1 34 /� _ I A MH MANHOLE RIM ELEVATION �'I�cL IN �1- ; ' -----''� ' � 3�- *WORK DON N THE ODOT RIGHT OF RIM-100.00 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY RIM/-33f50/ / WAY TO BE S R A 1 E BID LINE I TEM. CONSULTING E'NGINGF.Rs T.M. RIPPEY PREPARED BY WRG Of.-SIGN DATED AUGUST 26, 2002. I / / / �, '� 8 (E) EXISTING �, 7. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE 7650 SW Bevregon 2 lou GRADES SHOWN AT SUBGRADE AND 1"0 WITHIN 0.03 FT IN 10 FT AT FINISH / / // I �� � n,,.ra,orcQ�,m�3 CATCH BASIN � CONSTRUCT DITCH, Phane:(503,443-39(q GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN �/ // / j ' / �� Fax:(503,443-3700 ROUGH GRADING. / �ti`� , \ `Z6 . O NN­ MANHOLE / / / L_ / 8. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE FINISHED / / / _., - 4*70 GRADE, 'WHICH INCLUDES SUBGRADE SOIL, TOPSOIL, SOIL AMENDMENTS, �" / / / / 1. \ ROCKERY AND RUNOFF PROTECTION. CONTRACTOR IS RESPONSIBLE TO 4.60 / \ \ \ EXISTING CHAIN LINK FLVCF_ TO REMAIN. PROTECI DURING/ \ � COORDINATE GRADING WITH LOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. 334!50 ---.. ' / \\\\\� `�, `, `�23� AND REPLACE SECTIONS AS NECESSARY,REMOPRO PRO r 9 y .so \ \ \\ \� � _FIELD INLET 0 WN 334.70 \ \\\\\ \ \ r 25.�e9 \ \ \ `\ a E 3 3.50 SE ` L KOR G 332.50TW I LD INLET O 330.60BW 32'-30 . \� '; / EXPIRES: 6 30/07 CON C. 330.508W CB _ .55T r'\ RIM 216.50 I / .•�� r-- .\\moi 332.05BW O \\f f •\ ` ,� \��`\\\\� 327.75 325.85TC I I . 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OBW 3 41 - t 321.25TW 16.60 3�1'S� 116.35 316.50 w SEE ARCHITECTURAL FOR SPOT ELEVATIC".S % c I 'r I ( 1 SS CB 3 0 i 1 5 0.00 19.00BW --• --} RIM=310.50 19. 0 320.�U0 '. .00 319.00 `r' 3�� I �' _ --- 302 .i i O � I � �•_• •__.j_�' -� 9. 1 -; � -- - _ 11' _301 -� . � 30 _ --- T -- - - - __ I , % f E77-7�EE-7 77 ~� - 32.50 2e- / 302.50TW ( ,p SOALS T . fpr 298.20BW 302.00BW - Revisions: i 1 0 31� 314 30g � �Ask - -- - - .-- 1 0 - - - - 4. 318,5319.008 \ f• r : 318.47 =t 44 ' x`31 LJ 1 47 r UJ 04 - RIGHTS ESER 1 CR P, P.C, 2004, Ad RIGHTS DRR A'WMIR OS RE THE PROPERTY OF NOTTTTO 1� USEDDESIGN OR RE PPROMM IN ANY MANNER, EXCEFT MITH THE PRIOR WITTEN PERMISSION OF M:IDR01 D[S1oN on", P.C. O MA - CL \ - -- � r � Date: 21 July 2006 __..__ __._- __ -- - --I ....___ I ♦ � :.. --' - S Drawn by: Checked by: JEC KJK I _ _ Job Number: 101100.01 - _ 3ia. TC Sheet ��C•i --- - - -. C2.0 t Bid het - July 2406 Tk P1 NO. a d P , ,rets 4 erk IMIMERF III gp- , ' IIII III 1111 llil II11 IIIIIIII I III I 1 II I 11 11 II �."1 I I 111 ° III I Ih I I I IIII I I I `- �'�' x uscia�LrtY Sri am I I I I l �� • 1>, IQ `' IS 1 IY 12 2D i 2a 23 214 26 2d 27 2Il1 310 30 cu... , anti:•, ,,, �^rr�*.s.^nr-+' ROn,n.low \a x-hurl �yy -� •e •.: �,. 4 ' . '; , , .,,,, Ott 1 ;1J 1 �.1 F ' qr R - m w t 4) 4- a>, 4 'y t : . LEGEND MiLDREN DESIGN GROUP, NEW a� _ ARCHrrEC'TURE • SPACE PLAN SANITARY SEWER L,NIZ ---SS - - - gc:- -- - -- --C�)-- - -� STORM MANHOLE E 7650 S.W. Beveland, Suite I STORM SEWER UNE .rr�� •�-� ��a•��• ` --- -SD_ I RIM 336.10 Tigard, Oregon 97223-8692 FIRE WATER LINE ----:W - •- >- S IE 12" E 330.27 DOMESTIC WATER UNE ---DW - -- -`N ---- - I 'SD---_- Q IE 12" N 330.17 Voice: 503-244-0552 503-244-0417 TELEPHONE UNE -- -T- - - - 1-- ---- - p [ IE 15" W 330.15 (ASSUMED) ELECTRIC LINE -- E- (n IE 15" S (NEW) 330.10 NATURAL GAS UNE G-- INSTALL CORE 114 HOLE FOR NEW PIPE INSTALL CLEAN OUT AND CONSTRUQ,MODIFIED CHANNEL ! CLEAN 0 85 LF 15" O 0.5% CATCH BASIN ELEVATIONS CB -- -" _ _ _-PIPE �--- RIM 100.00 r=-�--33 _:_ _ T.M. RIPI'EY IE 97.00 MANHOLE ELEVATIONS MIA h,�b ` IE 329.65 CONSULTING ENGINEERS 7630 SW®eveluW,swu.100 IE 97.00 7igud.Oregon 972'1 RIM 100.00 � / s� (503)uam3,y EXISTING (E) I C \\ Fu:(503)413•3700 DOWNSPOUT 0 D I 330_ *WORK DON N THEJDO T RIGHT OF CLEANOUT +CO FIELD INLET � � RIM 334.50 C �� WAY TO BE S RATE BID LINT ITEM. FIRE MIWHHYDRANT 0 IE 332.50fik \ _ 3?8 CATCH BASIN • \`7 g COUBLE DETECTOR CHECK VALVE •�• ODCV ����' CONSTRUCT DITCH, PRO WATER METER 0WM 326_ �ETATC �. ��``��D1FFffi BACK FLOW PREVENTOR mBF INSTALL 3 V �a +� O EAN OUT WATER VALVE 0 WV r 1 � � 2 � � 15504 � EXISTING CHAIN LINK FENCE TO REMAIN. - 1 T a� N 7 AND REPLACE SECTIONS AS NECESSARY. I ► 25,�� MOTES 1 3??- '4RC KOROG INSTALL C EXPIkES: 639 07 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURREN i CLEAN OUT \ FIELD INLET -- " EDITION OF THE PLUMBING CODE, BUILDING CODE, AND THE FIRE CODE. IE WORK SHALL A'_SO CONFORM TO THE STANDARDS OF THE CITY OF TIGARD /' IE:330.35 RD X IE 313.50 SE AND TO PPOJE,:T SPECIFICATIONS, IE=330.50 (TYP) I 6" PERF O LD INLET IE--332.25 FF 334.75 332.25 \ 40 LF ® 0.`X 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED -� 332.30 , _ CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT PIPE 1% 2-1 IE t , \ ALL TIMES. IE=±32_9.70 IE=± 30.5 ' �� . CB 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER, - p fi" IE=330.30 ` s? \ �� RIM 216.50 3 BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 800 332-2344. " 18% �' IE 313.17 SW 10"(E) � a --_---- - � 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES IE 313.30 N 15"(NEW)i -- ��-^'! _ , ... y- . >> SUCH as GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM INSTALL 48" WIDE GATE FOR VAIJI.T LOCATIONS WITH ENGINEER. - - ��_ -_ - _ _� __ _ _ ;. �\ INSTALL - ODOT MAINTENANCE ACCESS 5. THE CONTR,arTOR SHALL KEEP THE ENGINEER M:D JUMSDICTION INFORMED IE=322.2.0 CLEAN OUT �, WITH QUAL PADLOCK SYSTEM, OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT / OPERABLE IF EITHER PADLOCK c 1,_" ® 0.5% " \ REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. I I ( �, / i � CO , 12" O 0..5X %/ IS REMOVED. 6" PERF I " - CO - IEr 3'22.25 6. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, PIPE ® 3X CO IE=323.00 LO ® O.SX IE=322.?0 12" ® O.SX BEND, FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. i E=J23.11D �} � ��, \ IE=322,45 RD ___ --- 7. CLEAN OUTS SHELL BE INSIN TAIIED CONFOPMANCE WITH PLUMBING CODE \ IE=330.50 (TYP) O\� IE-±327 40 ner: CHAPTER SEVEN, SECTION 707 AND SECTION 719. NOT ALL rEQUIRED -- _ I I �- CLEAN OUTS ARE SHOWN. 329-- `fG. � _12"0 83S `\ IE=±327.50 �� CB INSTALL INSTALL Pac i f iC N W 8. EXISTING CONDITIONS 8,'SED ON TOPOGRAPHIC BOUNDARY AND UTILITY R!M=329.50 CLEAN OUf IE=322.30 1 CLEAN OUT 6" PERF 328 I \_ I IE-=327. \ Pro e.. , j.,s SURVEY PREPARED 8 WRG, DATED. I \ CO PIPE rt �, I 6" PERF \ INSTAL ' PERF• IE=317.00 9. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. PIPE \ CLEAN OUT P117i NOTIFY ENGINEER. OF VARIATIONS IN CONDITIONS SHOWN ON THE PLANS. 2" Q 0..5% POINTS OF CONNECTION TO EXISTING UTIUTIES AND LOCATIONS WHERE NEW o ---- I .sn a FIELD INLET UTIUTIES WILL CROSS EXISTING UTILITIES SHALL BE VERIFIED BY POTHOLLING ,C 00 RIM 333.95 _372.00-- CB RD PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. IT IS THE - m X IE 331.50 RLN=318.40 IE=316.60 CGNTRACTORS RESPONSIBILITY TO SCHEDULE POTHOLUNG SUCH THAT IF - -/ - -�- CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME EXISTS TO PREPARE C 1 i I i I I FIELA INLET 1E=316.40 MODIFIED DESIGNS AND HAVE THE MODIFICATIONS APPROVED BY THE I " R 325.2 l ! i i ! RIM•` 33.95 C ° 6500 SW 105th Ave.,Suite I -r.. _.f _ - -,- - \�CB 318.4 JURISDICTION WITHOUT IMPACTING THE PROJECT SCHEDULE. 7 ;F323.25 'r„ o + :, I t It; 331.50 IE=321.95 R=3 .40 Bea�Crton.Oregon 97008 10. STORM DRAIN FITTINGS ARE TO BE ECCENTRIC. I ti I \ �" RIM=518.40 INSTALL IE=316.40 CLEAN OUT 11. SITE RUNOFF HAS BEEN QUANTIFIED USING RATIONAL METHOD ANAL -IIS. 12" C 3% PIPE SIZING IS BASED ON MANNING'S FORMULA WITH N=0.013. IF THF1 CO _ - --- CONTRACTOR DESIRES TO SUBSTITUTE MATERIAL WITH A DIFFERENT N-VALUE 1 ���, IE=315.95 ' ` INSTALL REVISION OF CALCULATIONS WILL BE NECESSARY. THE CONTRACTOR MAY ! f-�� 3" FDC CONTACT THE ENGINEER FOR THE RLMSIO! S. l l l I , �� I " FDC �A CIVi' `� M` Mme. '�- > E=31 .15 Pro 12. PROODE DRAINAGE FROM DDCV, WATER METER, AND CHECK VALVE VAULTS � EAJURISDICTION. REMNDISCHARGE TO DPRTMENTPPOVELOCATION. POVIDCODUIT. WIIRE - UTILI Y V LT X'0-7 3 SV AND CONTROLS TO BUILDING EQUIPMENT ROOM. CONTRACTOR TO p # ! # SEC ONALI VAULIf OR 1'2`3- A I I 1 Tigard t �' / I =315.10 OR APPROVED EQUIVALENT COORDINATE WITH ELECTRICAL r)N-RACTOR TO PROVIDE A DEDICATED I �; / t �, \ ✓ �. RIM 3'6.10 MATCH FG Triangle CIF CUI I FOR PUMP. - g� - - _ g IE 315.15 ` 13. DOMESTIC WATER LINES AND ACCESSORIES BL-TWEEN THE WATER METER AND � ��'" �� � � � �- � � 8" CDV 1MTH 3" FDC LINE VAL' THE BUILDING SHALL BE INSTALLED BY A LICEt.SED PLUMBER EMPLOYED BY 1 971BY FIRE SYSTEM DESIGNER (SEPARATE Commons - A LICENSED PLUMBING CONTRACTOR. 0 3 :318 '-• �t\ \ PERMIT TO COMPLY WITH NEPA 13 do 24) 14. UTI iT'ES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF �^r _EXISTING 6" PUALVCE WTHBuilding One MATERIALS APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT _ __ =jam/ ___ _ X RESTRAINED JOINTS AND V VE AT MAIN. EDITION OF THE PLUMBING CODE. -- `. 44 0 SEE FIRE SPRINKLER CONS UCT10N PLANS 11850 SW 6-th Ave !- (SEPARATE PE TINUATION. Tlgdrd,Oregon 15. CHANGES IN DIRECTION OF DRAINAGE PIPING SMALL BE MADE BY THE APPROPRIATE USE OF APPROVED FITTINGS AND SHAi_L BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. - 18. INLETS AND OUTLETS TO ON-SITE MANHOLES SHALL HAVE FLEXIBLE � V 12" C 5 18 CONNECTION NO CLOSER THAN 12" AND NO FARTHER THAN 36" FROM THE AN \ MHOLE. 0 17. MANHOLES SHALL. HAVE SMOGITH, UNIFORM WATERWAY WITH CHANGES OF CO 6 P Sheet Title:-' DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET PER THE OREGON Ir= 1 50 PLUMBING SPECIALTY CODE. . I Building 1& 2 INSTALL Utility Plan 1 I CLEAN OUT \ �" INSATALI. RIP RAP OUTT-ET S TAtL R OUTL T �_. CT1ON EXTEND TO X ND TO ' / PAVED AREA ON pRNATE PROPERLY lA'VDSCAPE AREA ONLY BOTTOM OF POND PONT SS CB _ r, 6" SS a 0.5X SI7lCUT i - RESURFACING TO MATCH EXISTING PAVING RIM= 6.50 i T RIP RAP 1 , IE 6.50 OU11_ET PROTECTION 3�4- 1 0 1 / 1 A 1 - - SECTION. SAW CUT AT LOCATION OF JOINT _3C3- CAST IRON PIPE SLEEVE CONNECTOR {� EcI�T A.C. ' EXISTING � PROVIDED BY MFR. ,�_.__.� _ I SECTION 301 3 I 300- / . I - - 1 -- 5 299 6. / III�III I�I III � --- --- -- -- = -- - � I - IE-3 Q TUR 12" ® 0.5% (F) FLOW Q UIQ MH S; 1 1/2--0- CRUSHED NA'NE BAA:I(FILL - RIM=297J5 EXIST. -� i (COMPACTED) - l _ _ PRIVATE WATER DUALITY AND DETENTION POND (12" S� - ( RIMN=296 00 (12" )� ACCREGATF. BAC'f,FlLLg _ (COMPACTED) 111 ° j - ° -- :i DIST - L` 198- - \` \ 1 OUT-295.90 (18" / f I i •��• ° i OUTLET PROTECTION BOTTOM OF EXISTING PON 4 /� IE ---- N OUT=299.10 TO BE RAISED ' 1' TO RE CH -_ - - CLEAN OUT �wr 1 PROPOSED FINISH GRAD f-"-- - - Q 7a NOTE: '� PIPE SIZE I �'0�" I I I a° III III_ VERIFY All IE 1S CALLED ` BAFFLE i CI 18"% 0.5XG(E) 'w • • I I I N�I I I REQUIREMENTS W/ OUl ON PLAN 2 -0" ROUND OR SQUARE SHEET _ , __ I d- -c - ---__- - - - - DIY/ _ _ METAL CATCH BASIN -- DEPTH AS 3 PIPE 20NE i m " ° ^ . °° III==III-== PRIOR TO START OF REQUIRED. COAT WITH ASPHALT -- - - •- CONSTRUCTION EMULSION INSIDE AND OUT. AS r J QUAL GN o� P.G. _ 1�'FG BY LYNCH CO. OR E , PAN WALL TO BE 10 GA. - _ - - -.. -- - I M RIGHTS� �o p _ _ - C r • F _Y1 Y I ,' - T b 'T -j-- HIES± MAMNGS ARE THE PROM" a USE D.I. PIPE UNTIL 18" BELOW I F I ? t - - -- MILDREN DESIGN d1G11P, P.C., AHD ARE 3/4 -r PIPE BEDDING G11ADE. D -IPE ZONE MATERI N_ NOT E TIE USED OR R THE PRIOR M AN N I / MANNER, EXCEPT N1TN THE PRIOR NR1TiC71 / PERMISSION OF MILDREN DESIGN GROUP, r'.C. Date: _ 21 July 2006 BASIN 4M - Drain by: Checked by: NOT TO SCALE 1 GKRL MTAS. JEC KA NOT TO SCALE, oz:'.z5 03 UTLffY P .M Job Number. 101100.01 7 111110M,ls T W Sheet 0 u� __R- I _ C3.0 i Ehd Set .duly 2006 T)A wm l I l 1 .1)I t1111i1 If II ILII III I II I Ills III I I t i I, 1111 I; I ,,. "; 10 t i 12 13 14 L1! 1/ST Cfl1 l ! 1 Is ill Is 161 II(o 21 22 23 g® I:e 310 d. 1 o r.,.i salT' fl= 1 , 30X r 4 1 �1lJ. !4J, • t S • ., .:«.:.«,...�.:..wu...:..:.M.....:.a,,.r..W....,.�,.�.::..w,v..�.w..+i+,acid:+utc.u�w......"Wr,wn......«.....,........:,...wwK...,.......�.:�.....,..�...,....-...,.nw...o:.._�_.,;.., i b MILDREN DESIGN GROUP, EXISTING DRIVEWAY - ARCxrrECTURE • SPACE PLAN MATCH WIDTH & GRADE 7650 S.W. Beveland, Suite I CURB JOINT -� _ _ q Tigard Oregon 97223-8692 4-0.552 —5' MIN. ------ SEE NUTS S ROW �_ R 'r; I INE Voice: 503-244-0552 T_ SEE NOTE 4 Fax: 503-244-0417 VARIES SEE NOTE 3 :,tom•;,,j ^ � � � T SEE --2" OF 3/4"-0" BASEF;UCK 5' MIN 2% SEE NOTE 2 — NOTE 3 2XI SIDEWALK COMPACTED SUBGRADE _ T.M. R.IPPEY 6!71A CONSULTING ENGINEERS �I 7651 SW Bevehuid•Swa IBD SIDEWALK ADJACENT TO CURB s' 30' MAX 6' Tio3Qm9T223 i Phone:(50l303)443-3900 10' MIN Fu:(5 00 031443-37 S' MIN. — � ROW - PLAN 6" tat 3/4" 6" Fi/w ROAD �, PROFf 2" OF 3/4" 0" BASERUCK STREET �_ 2X '.� G�~� 11 Nse'�`�/O d 15504 COMPACTED SUBGRADE SIDEWALK AWAY FROM CURB 2" vF AGGREr,ATE iia o (3/4 -o") COMPACTED s5, NOTES: ��RC KOROG� A. X 6" 10 GA MESH 1, CONCRETE SHALL BE 3000 P.S I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE SECTION A—A SEE NOTE NO. 4 EXPIRES: 6 3007 OF 1-1/2" TO 3". 2. PANELS TO BE 5 FEET LONG. NOTES: 3. EXPANSION JOINTS TO BE PLACED AT .SIDES OF DRIVEWAY APPROACHES, 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3300 PSI AFTER 28 DAYS. UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2- RADIUS ALONG BACK OF CURB. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDEO ASPHAL' IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURD IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. 0% (WISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIA1dE SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2T. SLOPE. CONTRACTION JOIN-; TO BE PLACE ("'ER PIPE. OAR ■MSN NO SCALE o�R ~ NO SCALL Ed—iEfltW DEPAATNENT CONCRETE DWG. N0. �( 3000 To F �' W WA"TM"T STANDARD DRIVEWAY DWG. N0. OILN 0.W-01m SIDEWALK 1 2Q 4 , , w/CURB-TIGHT SIDEWALK 1 42 atnr o► FM ..�,,., CITY M Owner: Pacific NW Propert ies 6600 SW 105th Ave.,Suite 17 Beaverton, Oregon 97000 Project: / Tigard Triangle Commons - Building One 11850 SW 67th .Ave Tigard,Oregon Sheet Title. Building 1& 2 Site Details 1 A 9 Rc4:�ls:ons: x., A1�DREN DElIBII P.Q. 9004. ALL MILDREN OEM Q11 . P.Q. AND ARE THESE ORANMM ARE THE PROKRVY OF NOT TO W U1110 ON 111PROMM IN ANY MANI:.'R EXCEPT WITH M PRIOR W1tlTTEN Fp REA►AISSION OF 1gl.011EH 0[SION OI!011P, P.Q 7 ,14WT ` _...::..*. i:... i Date: r_ 21 July 2006 ( Drawn by: Checked by: ` JEC KJK _.� : ,lob Number: 101100.01 k st>eet OF 19 C Bid Set - July 2006 Tm mopw r+ 1.�.a i w i r c r mss_ cm 1 illlliii nnlun°iiiij fiItl" till uI Ililluli lull 11 SII I I Iy11 l� Ilcl�►ulu(I nllu�i i Iunli n I II I III I t Itill. 2 13 4 i o 11 1 es t O 1 it 3 4 21 a i 9, 2e vo O i it @' I 0 J�. T may : t si f •7 M!' �a• i { 7 ,�,�i,�••a�J • -•..:.:.moo • •►-:::•,:.. 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NOTE: NOTE: N7TE5: INSTALL BACKFLOW PREVENTOR PER CODE AND INSTALL_CONTROLLER IN FIRE C40NTROL ROOM COORDINATE l.) LOCATION OF QUICK COUPLE=R WITHIN VALVE BOX 15 SHOWN FGR REQUIREMENTS OF PREVAILING JURISDICTIONS. WITH ARCHITECT iURAL AND MECHANICAL DRAWINGS CLARIFICATION ONLY. INSTALL OFF-SET FROM MAINLINE. 2.) EXACT FITTING REQUIREMENTS, COMPONENT SHAPE5 AND SEQUENCE TOP OF BARK MULCH FLUE44 IN TURF AREAS MAY DIFFER FROM THAT SHOWN. -- FINISHED GRADE OR MI_1 � DI2EN DESIGN GROUP, - --- -- - -- ---- GATE VALvE (LINE SITE) FOR MOUNTING 3.) COORDINATE WORK W{TH CIVIL DRAWINGS TOP OF 50D /, EACH SIDE FINISHED GRADE I i ',T� {I Ir. 7650S.W. Beveland,Sue I o - -- --- SPECIFIED BACKFLOW ��' - Tigard,Oregon 97223-869 PREVENTION ASSEMBLY _ _ - - - POP-UP ASSEMBL Y _ _------- - GARaON 1130 GREEN F OX - INST Q1� f T A5 rECIREP LINE SIDE GATE VALVE I -� �,�I vFalx:5(, 4440417 -IM, - I = WITH 1130-P2L GREEN W rNAiER R VEF21 Y LOCATION - IF P05516LE LOCATE QUI�,IC COUPLER i - zv __LOCKING COVER WITH VALVE IN BOX. INSTALL ASSEMBLYPER DETAIL ASV ATTACH WITH 3' ABOVE FINISHED GRADE � IA„(' (: iQ�L$T P.v.G. SCHED. 60 NIPPLE vWllt AL SERVICE. I/2 GALV. PIPE x 3 LONG-ATTA,;HSCHED. 40 P.v.C. STREET EL TO RISER WITH TWO 5.5. IRRIGATION BANDS SGHED. 40 P.V.C. T X T 90 DEG. EL v i r i d i al n SPECIFIED MA{NLINE TO ZONES 2' IA, � I �dtNt I I O 5' f� - AMETEK STANDARD val_vE BOX E1iVIROPMAE!YTAL DESIGN INION EACH 51DE EDGE OF E LING. WITH GREEN Gv LOCKING, LID P.v.C. SGHCD. F30 NIPPLE • =III- IN HO IN CONDUIT ' C I CF WI •• •• . •• BOX EXTENSION ��- PROVIDE DRAIN LE z _ / ill CD AUTO. VALVE LATERAL L INE 613 S,�, M.> ,.B .• •• ► •- SUPPORT BLOCKS (TYPICAL) - � � • • • - • 05 BFt►CK OR CONCRETE ° NOTES: - CL 2140 PVC p a a -- (TYR) s ALL WIRES 10 BE INSTALLED AS PER c>D - `~' w I'<kIGATION LATERAPH: �`+°�' a' BLOCK l P I SCHED. 40 ELBOW OR TEE x.1663 Fxsos. CO E. OG D L ALUNION, H I ✓ I EAG SDE OF '�.YE '•��' ��� I i .�. 8 MIN 3/4 ROUND a a I I••• - I t l l= WASHED GRAVEL - "`�`� J : :` �_—---- D. TREE EL -� T '_ �; XIN,3X! WOUND GRAVEL SGHE 40 P.V.G. STREET L -- CONCRETE THRUS BLOCK 8 b RETE -- _ - IRRIGATION SUPPLY FROM METER BLOCK, 4 CHED.REQ'D 40 �1STiE `'l1 MAINLINE SCHtD. 40 � c CROSS OR TEE SWING JOINT 410 • PREVENTION ASSEMBLY WALLMOUNT CONTROL VALVE CONTROL VALVE ASSEMBLY ASSEMBLY FOR ROTOR HEADS 1=�7 BACKFLOW PR€� 1 _ '� MIC1iAEL0'BftlFlJ SCALE: NTS Section 2 SCALE: NTS section SCALE: NTS Section SCALE: NTS 5ection °RFS'” 1 3198 ' 04 PE AR F"DISHED GRADE -------- FINISHED GRADE / BLACK 4' SNJG CAPS �-- BLS 4' SNUG CAF'o, MARK LOCATION — BLACKG MARKER, CAP TO READ ACCURATELY ON CORD DRAWINGS 3 MIN. FROM EDGE 01 TRENCH, DRAIN VALVE PAVIN_S OR TOOTING 18 INCHES (MIN)UNDER WALKS AND 36 INCHES (MIN.) BELOW ROAD SURFACES. ADJUST AS NEEDED TO NEGOTIATE Yy� p{�c�►r i AROUND OBSTRUCTIONS WHILE MAINTAINING AT LEA5T INDICATED MINIMUM DEPTH5. �- FINISH GRADE 4' DIA. 5CHED. 40 P.V.C. ',LEE'►'E ! _ LENGTH AS REQUIRED ._.- 4 DIA. 5(-WED. 40 P./.�,. SLEEVE �r SPECIFIED DRAIN VALVE (3/4') LENGTH A5 REQUIRED � SPECIFIED PIPE BACKF{LL . .� ,ITf I 1 BRA55 GATE VALVE (LINE SIZE) PAVING. IRRIGATION LATERAL OR MAIN LINE _ - _ _ I 1� �'':'• I r � I — I aA � y LATERAL LINE � =11� I ...... SPECIFIEDFI Gc,Y"►PACT=„ ' BRICK OR CONCRETE Bt-G,:K I—I 1�-' : '=1 11=1 FOR ROAD 5UE-GRADE 1 MAINLINE MAINLINE - I F !it SLEEVE: CLASS 200 PVC. j - P.vC.. ELBOW I I EXTEND 'o INCHES BEYOND EDGE OF Owner. _ :... BRICK OR CONCRETE BLOCK -!!I I I!- PAVEMENT, CURB AND WALL. 2 CU. FT. SPECIFIED PEA GRAVEL I •' COMMON AND CONTROL WIRE Pacific NW ' - � PEA GRAVEL '� _ ::: I I (BUNDLE s 10' INTERVALS) Properties I i 2' MIN I 661;0 SW I65th Ave..Suite MANUAL DRAIN VALVE ASSEMBLY GATE VALVE ASSEMBLY TRENCHING IN PLANTING AREA IRRIGATION SLEEVES UNDER PAVEMENT Bedverton.Oregon 97008 SCALE: NTS Section 6 SCALE: NTS Section SCALE: NTS Ser.tic.n S SCALE: NTS 5ec.''or NOTE: STAIN TREE STAKES ! NOTE: STAIN TREE STAK.rS �J AS SPECIFIED I AS SPECIFIED � -� Prof t: FINISHED CsRADE AN STAKING AN 4' Ml�l FROM EDGE OF PAVING, CUW OR BUILDING FLUSH IN LAWN STAKING PL i3) 2' DiAM STAKES As Tigard FINISHED GRADE OR I � (3) 2 DAM. ST '110E. AS , TOP sG SPECIFIED. rr!TACH TO TREE WITH (S 5PECIFIED. ATTACH TO TREE WITH Triangle n - TOP OF BARK MULCH - II SPECIFIED 'CINCH TIES' NAIL TO STAKE. SPECIFIED 'CINCH TIES,' NAIL TO S':KE, I II TREE ( _ SET CROWN OF ROOTBALL TREE SET GROWN OF ROOTBALL �O111TnOn5 I 10 ROUND VALVE BOX � ]� � ' _ AT FIN{5H GRADE 'Zf ' r AT FIN!SH GRADE Building One ----- POP-UP ASSEMPLY SPECIFIED QUICK COUPLING VALVE �-- REMOVE BURL4P FROM TOP i/3 REMCVE BURLAP FROM TOP 1/3 y I MOUNTED 3/4' ABOVE DIRT GRADE FINISH FINISH E 11gar ,O 67th .Avenue GRADE OF ROOTBALL AFTER STAKING GRADE � / OF ROOTBALL AFTER STAKING MARLEX STREET ELBOW Tigard Oregon 97123 W/SPIRAL BARB ELBOWS SCHED. W P.V.C. NIPPLE, 3/4' X 8' t IIN. ! BARK MULCH - 2' DEF i i4 BARK MULCH - 2' DEPTH SCHEV. 40 P.V.C. STREET EL BAS MULCH CIRCLE SHALL EXTE JD 6' BEYOND MULCH IETREELL SWING PIPE I EXTEND b BEYOND TREE POLY PIPE 4 MAX. 4 14 MIN. LENGTH) � c I ' SCHED. 40 P.vG. T x T 90 DEG. EL STAKE, IN TURF AREAS Y,; STAKES IN TURF ARE•�5 SCHED. W P.V.C.NIPPLE, 3/4' X 8' MIN BACKFILL SOIL MIXTURE MARLEX STREET ELBOW Y.3' W/5PIRA_ BARB ELBOWS - --MAINLINE - y:: rt BACKF' '_L 501E MIXTURE NATIVE 501L I - �+ F NATIVE SOIL �+ I SIK-et Title: --_ --- SCHED. 40 TEE _ SCHED. 40 ELBOW OR TEE L I TAKES SHALL EXTEND - 5TAKE5 SHALL EXTEND ROOTBALL DiA, S ROOTBALL Q.A. Planting and LATERAL PIPE- CL 200 PVC M{NIMJI1 OF THREE FEET I L MINIMUM OF THREE FEET _ PLUS 24 INTO UNDISTURBED SOIL L PLU,. 24 � INTO LND(STURBED SOIL Irrigation Ii SCARIFY 51DES SCARIFY SIDES POLY-PIPE BOTT0•1 ` B070M Details i ASSEMBLY FOR SPRAY HEADS QUICK-COUPLER VALVE ASSEMBLY CONIFEROUS TREE PLANTING 12 DECIDUOUS TREE PLANTING SCALE: NTS Section O SCALE: NTS Section SCALE: NTS Section SCALE: NTS Section !i t , � u; PROVIDE MIN. 4" CLEARANCE FROM TOP OF ROOTE14LL TO BOTTOM OF GRATE ; TREE GRATE AND FRAME (1) ALL GROUND W1/F_R SHALL � FA/RIYEATHER SLC4$ E :r�rr�'r• � f ` " ' � -,°r �: � f;� � � Revisions , a, PLANTED AT EQUALTIRIANGULAR SPACING PER ON CENTER SPACING 1' BARIC MULCH SET CROWN OF ROOTBALL 1' / AS SPECIFIED ON PLANTING: PLAN - P! ---1 ABOVE FINISH GRADE • FNISH GRADE RE1'1ChlE BURLAP' FF�GIM tOF' i/3 • OF R�OOT54LL l2) LOCATE CsROIAID DOVER ONE IA� a k «��: � ,h N�A {.�r ,, �µ , �. '•` � * 1 " •`� SCARIFY SIDES AND BOTTOM HALF OF SPECIFIED SPACNG •• V �` ' rti< DISTANCE FROM ANY CURB, CONCRETE SI III-1 I=1 I I I •': '' —4ACI�ILL SOIL MIXTURE DEWALK _ �' SIDEWA_K OR OTHER BARD l -III-` C NATIVE SOIL SURFACE I�ILir OTHERIINSE — 1" MINUS WASHED RNER I I=1 I I SPECIFIED. ROCK - - DEPTH b 11_ Pr I I {_III III_ . ,111- � i , . 2M, ,U R00TaAlL Dia _ +1- 24' _ ROOT BARRIER - TYP. ALL I { I I I--III_ I I=I FOUR SIDES - SEE SPECS THESE DRAWINGS .RE TINE P9 40 A � YR(X2EN DESIGN Nit011P, PC. WD ME 407 TO K USED OR REw= IN MANNER. EXCEPT MITN THE POW39 RRI PERMISSION Of 10LDREN DMGN 9POW, 1 CURB AND GlJrffR. Date. 30.June u'c SEE CML DR4 WNGS Drawn by: Checked SHRUB PLANTING GROUNDCOVlcR./ SHRUB COVER PLANTING TREE GRATE IN87 ,ALL/�:410N �'� a, z•,;, � at _ �,���.r 13 ,�..� Joh Number. (14JSCALE: 1 Soctlon - �'a1h �T� �Cllo11 QTS Plan SCALE: NTS Sheet 13 c 19 •1 i h�u ., . �;�` �"•i .. � 4.},�.«�t ��N t.g ;-,:�C:.. r i.� ;-. :�:1.c-. '°�� P V" �r�, l,k,w e I I,.� �y, .�..:1 31 4 3a;:�'+- �-t I .f�:.'0 Rd W � i ,f'�P.Y' a�5 U!. F�.,, rr.aV- ;•,j f...:.. „y,. �I , :{'.ti`ti,f 1, e, '�dr =-.n'W«, -Y%:,- °y M1 l�'" ¢ 'fl. s �i L2.0 E, f � yg �N cg' : . n t a a, $• NCS a . .. :,,:.. „:' .q r ,�c .�-: :,�. r+F .-`:u,.. � r ._, •✓. :�..ft !`,;,. ,.�: v ++a f('�("a t'7}-a,i q�� j'Uo.I ,Y'w. a ;�;;. . ,' 1 � r qt{ a r F WWI a� I l!'AeILf1Y•T11 Gt11 I �cr,n 1 u11IIII I III 1 I t I I I I t I I i I I IIII I !! I I I a io r i rQ I I� `+: I1t 1g>z I I a 1�� �u I II�• ft`fl I I >tFOI 19t9 x I, ,. # ;' rM i, ri r Iw c ai a y� ' Y ....,,..,. ,..., .ww.w...,.......,.,,..-.......,.. . ....uL.1iWY y.YiyiFWi+liw1 i.:4,. ....--...".. .:asw.ulw.'r.::+...-.tir:i'nw.a..:tui.....i.vaaru•:-:.. .w4.,w.u;f;ww:ti.....,:w5.v.a....:.....: ._:.w.:::...,w..:......, ,>.....,n .... .....,...,,.w.eiw.aa-+>ws.> .-:a-W✓.u✓...2222. - S f MII.DREN DESIGN GROUP, ARCIRTECTURE • SPACE PLAN. 7650 S.W. Beveland,Suite I r Tigard,Oregon 97223-869 Voice: 503-244-0552 Fax: 503-244-0417 1 i is .,� ,� .,•��/"1/�'`�/"\�' TREES TO REMANt T*pW Tee Too TT,,. 17ia01860V IQ9►4 in *111610111011 YMlme Irlier Pre, Inc. 5113AM644 w. 1Dau Te••tD n'"i1n (11010 9124 K*kiwis,Buts 219 Fox: 50&4s12t1ri4 SqA.2000 /2 M•y 7D0a balowk `X MITIGATION SUMMARY _ — onPatlelT',t�FI s7tpo Cellular 5013.710.081512 Ash 1a u AS 7A A 14 14 21r WhilePGOOFVoWA PCOM is 'to • TREE PROTECTION it i, TOTAL HEALTHY TREE INCHES ONSTiE 2223 �, u s TILE£Q1S TO REMAIN 469 31 Ash to MN SnT WT'GATION IAICM PROVIDED SK 3T Whim PW" zz s TAV PrOrlm cbls7 LEGEND INTERS TATE 5 Rean�v�-srm MrnGATm r1C�1Es IIF 4 a AM It _. s /U t ae t�IP t room is pa attltcltort . tt.tY bo: 37 VA Paprar 23 n + TREES TO REMAIN W 117 Ask a 12W callonamA 19t2 226Ca�d 13 1{ 1{ ' • moi:Rale tabcic slNll be i t►isirvixNlily plastic swirely anchored to wa eel poets. Fce X EXISTING TI'iEZS RELOCATED ON SITE 0 220 Oak ao 70 pasts slull be placed qty bather than Gapart cibmaing a adnimam of 12"helow Rade: 230 Mk >• s � &-W no lass thou'4-1R'm&)*the;caand Fmce fabric"I be kcpt tout at all times. xat Oak 16 W s X DAMAGED TREES S M oak 20 s � Oak.k 1a w • Betwom�past,;.�cucdy attached!o the fabric fcx►c�ng,1r aR be a 11 p iodicablig tat h \` sty oak at EES the area t►ehiad Rte kaa�is lxotewed su►d no ct.rtxxic activity,including mstu hal X TRTO BE REIM�OIM)(10 1 _ _ It'te oak � :, storage.Ittwly ooctu'behind the leaciog. x00 OiYt 21 N3 Ook 14 2" Ach 20 Irrepadrsd acrd 11pQrlrieed in 1ha ltetd by ttl!prry}eot Aoboriet ar►d Cqy Fone6lar prx,• NOTES ass oak xe to Or♦t19 01 C0118trliGti0r1. I.R ''TENTM OF'90 TREES ON SITE REPR�ITS � c� ii x alBmlrirep, 25.11 or THE E IS-rft HEALTHY TREES ON 221 oak » • PAwrlalln to plaw tend'oudrA i W Lvd d conebudon Ill oonrlpleted trod a final THE xaS oak aD xs kapaatlon conducted. 2.TREE DATA AVAILABLE FROM TREE SURVEY xs0 oak 1s to BY ARIDOR PRO,INC DATED AUGUST 20 AND r—&—m Et7T1 P. r�r oak 1a r SEPT7;7tt8lR 42001 rslrtf T,'P. arz O xa 24 32 fid,vehkiK made trety.s wAdip,dumping,donk^b-irW of dkx*or mW acokr PApad tom► — e'141ar axtabucdrx>4allobd odkfts td rxd be IOCaim irlttda d a.iy bee pmhwtbn i y a abx toglow ft* 373 e"Cf OlUK9 d 1110 knb of dh tll'barm Nutt:o0w bum are being p ateded. ti X 190 �PWPwtMdIW1ao0 i 725 1 •a Tana ao + X indga — 1 1 �3 I81� X AMVw Mad Is bcaftd on{1tiMly ltld�tloarlt to tooontldlucl�ant prood that will have 1! 192 hies*: moat ttatt 15%of b root dleitnb•d by oortrhucdon odl�as el>te1 aro be 195 X X 82 1. Tam tatXlea 10 be"K01011 dW 10 p mkiiy to piopond hAdIr a tens an IR�tA1rl �7 196 X IW x 0+"a�g•eoa as 1011x1061 p1101sded Nle um IrIBEtfltNteti,®oo©6pt 2wftefM�ifp tihaii slop d to p77Cp6tty ane. 194 L Tows 04001MtalYl�rswaaal d&WM a ariimb.wkly aim hl omm M Aw w�.y. -- i X 8 + + 1 ffi Owner: I85 173 Q A pr*d/4borhl*M b•pRIiie*I to Immul,w1111utM.arld root pnxv,R nastrd,durino Pacific NW wr _ roioe'�edt"n wr'In M"dry'i"of rtr"'rM`' Properties J&I' 1 b► t1h & lTx X i 163An 0 1 am I rx i 170x X 1 X 160 `, CM 13126102 TN f 99.1242529 I54A ,T\ c e c c c c c c c I43 -✓ BeavSW 105th verton, Oregon97008 1 . 146 159 149X 156 . _ SW 57TH AVENUE 3 x Tre• Nnoilerr I*=f)hhnas hrom Tut- - - -- __- - _ __ - - - - - - - - - - --- - -- - - 1 X4.5 14• E- S w - i?A1M/2m �3� project:: 1 • byad�a► 12 18 11 111-1 11 1 1-71 111 1*7111 11roll . 20• 14 ate 28 , ,o Tigard 34 22 I 1 4 37 23 11 27 b tllk tQ it95 V Triangle ZA o + x x+ 0 1 1223 1� _ • t— 12p• i9 9 24 y. tabes. 24 I� _ Commons Z5 �. ., W 129' 1s 9 16 b�hates 16 _ 2222.. .... .... ...- 2.222.. ... .. .... .... ... ... . '� .._.. ._. ..... _.�..--r . - ?�' 1t3 _ 16 16 10 16 tis no "~ a — — ; • �o �o ,� 15 Buildings 1 & or RK" c I P I P P `�'' 1 ♦ 291° 16 NS v__" �23 x Tiga,dl,Oregon 97223e ` 29�i '�I4, Z -- ` Z 284' 29 33 >z 25 agate.. I ` 28Y � axt 3I� E � xn T5 ----- / + � ac �• ,s- r! __X ; I� _ r +117 ! 258' ,6 _ 50 x 20 I trD X 0 372, 1 I LOAMM 1 T x81 _ _99r 20 lop. X 20 X " - - + f 271• 18 ___. b9rdw X 88'5 V - 8X j 24S• 28 367 xx X X x99 Sheet Title: 382 >� � I 87 a�` + � 217 so tb� �� Tree Protectio 302 X g 63X 11 862' 24 d 5 90 5 MloilaMy "ALL 36Q: x a � Plan 331 ,� «to.wrlon TE i I u Y u — � X ` — I ... ffi To Ntloh 9Q 22 16 I u v u ( 1 17 s ; 3J i=x ���( 32 ,�'� x26 Q ° firl�d rb01M b Illattbr r �Ud MC0 F M 1 rM0t1111ry. OP OL"Or R ' X 'has 358 343 x X rltwotl�lp tlw�twM bs bllwd on Ioob aaoutitlsd. v Q 5 X 325 12 `� to c 4 344 + .' 931 36 + +I 1 i v I: r ` e ° Revisions: K ( 4T SW 68 TH A VENUE r,. 15 30 60 E, K0RTN ` a10t" OE510N P.C.. > ALl R10N1S P,E1fJ1VE0 THEK MAWOM ARE THE PWIRT-Or MRoram OMON OR" P.C, MO ARE NOT TO K UaTD OR RtPR�VCm IN AW MANM. EXCEPT WMf TM PRxrI WRITTEN PEWS" OF MIIMW VC3101 "JP, P. Date: 21 Ju! P Drawn by: Checked MEO Joh Number: 101100.0 ! r Sheet o 1�F Sid Set JU1Y 2006 TP 1. 1 ° a rr, Rpm III . _.. . -.. ..._. .rx r 22.22 .—. -,..a - •""""•^... � > �;� ; I Int u,un uIn nl In 1 I t l0 1 t tel 10 i• 23'� It1+ 1� la li Ste iZ � 94 26 28 21 29 Ijv 30X �,;:. IOtll rl pM t 77 5 ,2222',. 2222 ,. ,. .. _ ".�"• . .. .'i •, 2222 1. :. , • V .a i 1. .d 1` P: l .,4,:1•, ' rti�E9tgtFRu'R� tt { 7k ,f?Ij 77 r• u r: N11 J I °I 6 l9Ch , v.r',x,• 'A• 1 { T C y " Y. F....«u.."r,w..,."�...w.wr.+".�w..:,.".•.4.-:ni..w....w.w..,.....u..o../"r.-.......,.,.....,.............-..-_.,..,..... «....... ....,...aa.ta:.6.dr..s.,a.r..:w.w.-..-..rn......., .•.......w....u,.:..a...•i.o,«..v....+........W.,•.,.:..,...w.,.r,..•.a.........,,«..w.,....«.,.,n...a.+•+.,...,..«....-.«...u..w.brw..a,..r.k.w,.•i. • ..:'.,i i . .•••a.•'••. ,.•w.�J1.,Js.rwY' .Yi+Vra...wa..r,w.r�...v.1.r-..+..a..,_r.,..,....•:w:a. �....ua...rrl-..,+r.,eWWM"i ::.-, .,:.'...ui•rW.a:fw'w/.w•w.p4il.Yw'1.L�'ra....uW,n.-+.u,.w.r..Aw6..i+us]:i.ra.N•+"..':uct:•,u•wtim,..� ... •.. .• ... � 4 1 SITE EMUS - STRUCTURAL GENERAL_ MILDREN DESIGN GROUP, I E 1 WRETE MUM" SPECIAL I N PE T L2LE dOGRAM ABBREVIATION nKCH[TECTUKI: SPACE P1.A'V 9. ALL HOOKS TO BE IN ACCORDANCE WITH ACI 318, CHAPTER 1. • ESTABLISHED PER CHAPTER 17 OF THE 2003 INTERNATIONAL DUILDING CODE Obi) 0 AT JBE JOIST BEARING ELEVATION 76 0 S.W. Be�eland,Suite 1 INTERNATIONAL BUILDING CODE (2003) AND OSSC (2004) • UNLESS WTFD OTHERWISE, ALL SPECIAL INSPECTIONS SHALL BE CONTINUOUS 1. OR ANG ANGLE JG JOIST GIRDER hlgard,Oregon 97223-869, r. { 1 Lim W. ALL SPLICES TO BE IN ACCORDANCE WITH ACI 318, CHAPTER 12, CLASS 8, CL NE TYPE OF M WK PERIODIC COW E'NTS DIA OR 0 DIAMETERJIT jOIST JOINT 003)244 05:52 UNLESS NOTED OTHERWISE. E EXISTING Ci LIVE LOAD SURCHARGE 250 PSF SEISMIC SEISMIC DESIGN CATEWRY = D. SITE CLASS C. ll. SLEEVES, OPENINGS, CONDUIT AND ALL EMBEDDED 11EMS NOT SHOWN IN THE SOILS K POUND/NUMBER LBS POUNDS 5,=1.06 S,= .37, STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE GRADING, EXCAVATION PILI REF GEOTECH1NICaL REPORT L1W LOAD INDICATOR WASHER WIND (UBC) 80 MPH 'BASIC) EXPOSURE 8 POURING OF CONCRCTE. CONDUITS SHALL NOT EXCEED ONE THIRD OF THE SLAB OR AB ANCHOR BOLT LLH LONG LEC HORIZONTAL ' WALL THICKNESS. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES U.N.O. FOUNbATiON 61ARING SURFACE REF GEOTECHIN'IC.AL REPORT AL JM ALUMINUM LLV LONG LEG VERTICAL WHEN NEW CONCRETE IS CAST AGAINST EXISTING CONCRETE, THE EXISTING CONCRETEALT ALTERNATE LONG LONGITUDINAL ('ONSTRUCTION SHALL BE INTENTIONALLY ROUGHENED TO A 1/4" AMPLITUDE AND A CONCRETE EPDXY (Pf210R 70 REBAR PLACEMENT) APPROX APPROXIMATE LSH LONG SLOTTED HOLE AFGHAN ASSOCIATES I'v' I. THESE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH BONDING AGENT SHALL BF PROVIDED. ARCH ARCHITECTURAL CONCRETE AESS ARCHITEC'7URALLY EXPOSED MAX MAXIMUM t'.ONSULTING ENGINEERS THE OTHER PROJECT DRAWINGS, SUCH AS ARCHITECTURAL AND MECHANICAL THE 12• PERMANENTLY EXPOSED EMBEDDED P' 'TFS AND ANGLES SHALL BE G-710 HCT-DIP PLACEMENT OF REINFORCING STEEL X VERIFY SIZE AND SPACING STRUCTURAL STEEL MB MACHINE BOLT 6960 SW�ARN5 ST SVE 2001,GARD OREGON 9'2 WELDS SHALL BE. PLACED ON AN DISCREPANCIES. REFER TO THE PROJECT SPECIFICATIONS FOR ALL ADDITIONAL EMBED PLATE INSTALLATION X MECH MECHANICAL x�'.I NO aoa22J c� so7I62O-ruo F�. 62f35)9 CONTRACTOR SHALL COORDINATE THESE DRAWINGS AND NOTIFY A/E OF ANY GALVANIZED AFTER FABRICATION 9 LOADS OR EMBED UNTIL THE SUPPORTING CUiv�r :TE HAS CURED 7 DAYS. - BB BROKEN BACK MEZZ MEZZANINE � INFORMATION. BOLTS CAST IN CONCRETE X FSC BOTTOM CHORD MFG MANUFACTURER 13. PLACE ALL REINFORCING BARS PER ACI STANDARDS, REINFORCING BARS TO BE - - - - BLDG BUILDING MIN MINIMUM 2. CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING PLACED ACCIIRATFLY AND SECURELY. PLACING OF REINFORCED CONCRETE VERIFY MIX AND MEMBER GEOMETRIES BLK BLOCK MISC MISCELLANEOUS CONSTRUCTION. THE STRUCTURE AS SHOWN ON THE DRAWINGS HAS ONLY BEEN SPECIMENS BLKG BLOCKING MTL OR MET METAL DESIGNED FOR STABILITY UNDER THE COMPLETED CONDITION. 14. PROVIDE CORNER BARS 2'-0"x2'-0" OF THE SAME SIZE AND SPACING TO MATCH TAKING OF TEST _ _ BM BEAM HORIZONTAL REINFORCEMENT AT ALL INTERSECTIONS PROVIDE FOOTING DOWELS _ BOS BOTTOM OF STEEL NA NEUTRAL AXIS OF SLAB (q ) 3. CONTRACTOR SHALL COORDINATE SEISMIC BRACING FOR MECHANICAL AND OF SAME SIZE AND SPACING AS VERTICAL BARS IN COLUMNS AND FOOTINGS BOT BOTTOM AND PIPING WITH ThE STRUCTURE. CONNECTION 70 STRUCTURALM/ASOPXiY BRC BRACING NOT OR NUMBER *ucr� THE STRUCTURE SHALL CONFORM TO SHEET METAL AND AIR CONDITIONING 15, REINFORCING BARS SHALL NOT 5E BENT OR DISPLACED UNLESS APPROVED NIS NOT TO SCALE 6t ��1 ELECTRICAL EQUIPMENT A � Bkc BEARING CONTRACTORS NATIONAL ASSOCIATION (SMA;NA), OR BE AS DETAILED ON BY THE ENGINEER. PRISM PREP / TEST SPECIMENS B1 WN BETWEEN OC ON CENTER ti� �I MECHANICAL DRAWINGS DESIGNED AND STAMPED BY A REGISTERED ENGINEER UNIT PLACEMENT OD OUTSIDE DIAMETER ,,, 'TO LICENSED IN THE STATE OF OREGONWSW -� -" CC CENTER TO CENTER OPNG OPENING PLACEMENT OF REINFORCING STEEL VERIFY SIZE AND SPACING CJ CONTROL JOINT 4. FIELD ENGINEERING DETAILS SHALL BEAR THE SEAL AND SIGNATURE OF A I. CMU WALL .ASSEMBLIES SHALL HAVE A COMPOSITE F'm = 2000 PSI MINIMUM AT - - JPP OPPOSITE F STATE STRUCTURAL ENGINEER, AND SHALL BE SUBMITTED GROUT SPACE � X CMU CUr�CRETE MASONRY UNITS �'" � LICENSED OREGON E S 28 DAYS, AS VERIFIED BY PRISM TESTING BEFORE AND DURING CONSTRUCTION. CLR CLEAR PL PLATE +r 30y�05 � ?{ TO A/E FOR APPROVAL. GROUT PLACEMENT X CNTR CENTER PA POWDER ACTUATED c'y�IRD J � 2. GROUT SHALL BE 3/8" AGGREGATE CONCRETE WITH COMPRESSIVE STRENGTH COL COLUMN PNL PANEL OF 2000 PSI MINIMUM A7 28 DAYS. SPECIAL. CASES CONC CONCRETE PRC ' PROJECTION GEOTECHINICAL CRLTERIA EXPIRES: L',/31/U7 i COUPLING OF REINFORCING STEEL PER ICBO EVALUATION REPORT CONN CONNEC7ICN PSF POUNDS SQUARE F007 BASED ON REPORT BY GEODESIGN, DATED JULY 19, 2005. 3• CONCRETE MASONRY UNIT TO CONFORM WITH ASTM C90 TYPE 1, AND SHALL BE CONST CONSTRUCTION PSI POUNDS,/SQUARE INCH MEDIUM WEIGHT (110 PCF). CONT CONTINUOUS PT PRESSURE TREATED - ------' ALLOWABLE SOIL-BEARING PRESSURE = 3 KSF ('GRAVITY ONLY) PROGRAM FOOTNOTES: CTRO CENTERED = 4 KSF (GRAVITY + LATERAL) 4. MORTAR SHALL CORRESPOND 70 UBC TYPE "S" WITH 1800 PSI MINIMUM COMPRESSIVE R RADIUS FROST DEPTH = 18" STRENGTH AT 28 DAYS PROVIDE TYPE `M" FOR BELOW-GRADE APPLICATIONS. I THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE DBL DOUBLE RD ROOF DRAIN COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE DIM DIMENSION REF OR RE. REFERENCE PASSIVE SOIL RESISTANCE = 250 PCF NOTED OTHERWISE ON THE PLANS .AND PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. DWL DOWEL REINF REINFORCING COEFFICIENT OF FRICTION = .35 5. TYPICAL 8" NOMINAL CW REINFORCING UNLESS SEISMIC 0 RETAINING WALL = 6H (POINT LOAD 0 0.6H) DETAILS: REO'D REQUIRED -/5 VERTICAL BARS AT I6" MAX. ON CENTER AT EA. FACE 2. PRIOR TO THE BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL CALLA EA EACH REV REVISION CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH SITE GEOLOGY AND SUBGRA.DE (2) ,,J4 HORIZONTAL BARS AT 2'-0" ON CENTER (IN BOND BEAMS) AT 4 OF WALL. PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, EB ERECTION BOLT RTNS RETURNS RECOMMENDATIONS AS LISTED IN THE GEOrECHINICAL REPORT. PROPER SUBGRADE -/5 VERTICAL BARS A7 EACH CORNER, CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION EF EACH FACE PREPARATION AT SLABS AND WALLS SHALL_ BE MADE TO ENSURE SETTLEMENT, SLAB -(2) /4 HORIZONTAL CORNER BARS WITH 2'-0" LEGS AT ALL WALL INTERSECTIONS REQUIREMENTS. EJ EXPANSION JOINT SHT SHEET CRACKING AND WATER INFILTRATION IS MINIMIZED. (IN BOND BEAMS AT 2'-0" ON CENTER). EL ELEVATION SHTHG SHEATHING -(1) 15 HORIZONTAL BARS OVER OPENINGS, EXTFND BEYOND OPENING EDGE 3'-0". J. ALL SPECIAL INSPECTION NOT DEFINED IN TABLE ABOVE SHALL BE AS REQUIRED BY EN EDGE NAILING SIM SIMILAR SHOP DRAWINGS -(2) /5 VERTICAL BARS ADJACENT TO EACH WALL OPENING. CHAPTER 17 OF THE 2003 IBC EQ EQUAL SPEC SPECIFICATION -(2) 14 HORIZONTAL 'OARS AT TOP AND BOTTOM OF ALL WALLS. 4. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: ES EXISTS DE SQ SQUAPE SUBMIT SHOP DRAWINGS 70 A/E FOR APPROVAL PRIOR 70 FABRICATION FOR EXi51 EXISTING SS 57AIrVLESS STEEL CONCRETE MIX DESIGN, CONCRETE AND MASONRY REINFORCING ITEMS, IF THE 6, ALL VERTICAL REfNFORCING 70 BE DOWELED WITH A STANDARD HOOK IN70 FOOTING, EXP EXPANSION SSH SHORT SLOTTED HOLE SHOP DRAWINGS REVISE THE STRUCTURAL DRAWINGS, REVISIONS SHALL BEAR AND TIED OFF 70 NFORCI STEEL. A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND EXT EXTERIOR THE SEAL AND SIGNATURE CF A LICENSED OREGON STATE STRUCTURAL ENGINEER. BOTTOM rESTING AGREEMENT, PROVIDED BY CLARK COUNTY STIFF STIFFENER PLATE EW EACH WAY STD STANDARD REVISION SHALL BE SUBMITTED TO A/E FOR ACCEPTANCE, PRIOR 70 FABRICATION 7 LAP LENGTH 48 BAR DIAMETERS FOR SINGLE BAR IN A CELL AND 62EXP ANCHOR EXPANSION ANCHOR STL STEEL B THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE _ ITT BARS DIAMETERS FOR TWIT OR MORE BARS IN A CELL. APPROVED PERMIT PLANS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT STRUCT STRUCTURAL DEFERRED SUBM ALS TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF FD FLOOR DRAIN G��ner B. GROUT ALL CELLS SOLID U.N.O. UNCORRECTED, 70 THE ENGINEER AND TO THE BUILDING OFFICIAL. NOTE THAT THIS ALSO FLG FLANGE TC TOP AND BGTTOM -PROPRIETARY ITEMS (LIGHT POLES, ETC.) FLR FLUOR TC TOP CHORD Pacific N W INCLUDES ITEMS DESIGNED BY OTHERS, (SEE DEFERRED SUBMITTALS). END FOUNDATION THK THICKNESS DEFERRED SUBMITTALS ARE ITEMS DESIGNED BY OTHERS. SUBMITTALS SHALL 9• REINFORCING STEEL: FOB FACE OF BUILDING T?RD THREADED INCLUDE COMPLETE CALCULATIONS AND DETAILS AND SHALL BEAR THE SEAL AND -DEFORMED BARS ASTM 4615, GRADE 60, C. THE SPECIALINSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO FOM FACE OF MASONRY TJ TRUSS 10iS7 Properties SIGNATURE OF A LICENSED OREGON STATE S7RUCAURAI. ENGINEER. SUBMITTAL -WELDED BARS ASTM A706. THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED FOS FACE OF STUD TOC TOP OF CONCRETE SHALL BE MADE 70 AIF FOR ACCEPTANCE PRIOR 70 AL ENGINEER, CALCULATIONS PARTIES), IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. FOW FACE OF WALL TOG TOP OF GRATING / 10. ALL REINFORCING SPECIFIED SHALL BE SECURED BY BAR POSITIONER, MAINTAINING SHALL INCLUDE ALL LOADS AND CONNECTIONS DETAILS TO THE STRUCTURE, WITH LOCATION WITHIN 1/4" OF INDICATED POSITION. FR FRAME TOE TOP OF FOOTING REVIEW OF LOCAL STRESSES. DESIGN WORK SHALL BE BASED ON THE 2003 IBC. D. INSPECTION FOR PPc"FABRICATED CONSTRUCTION SHALL 9E THE SAME AS FOR THE MATERIAL F7 FEET/FOOT TOJ TCP OF JOIST USED AS IF THE CONSTRUCTION TOOK "ACE ON THE SITE CONTINUOUS INSPECTION WILL NOT FTG FOOTING TOM TOP OF MASONRY CONCRETE it. I,WSONRY UNITS, GROUT AND PRISM TESTING SHALL BE PERFORMED PER IBC SECTION BE REQUIRED DURING PREFABRICAT!GN IF 'HE FACILITY IS PRE-CERTIFIED AND PROVIDES TOP TOP OF PARAPET 2105, EVIDENCE OF COMPLIANCE 1. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS: GA GAGE TOS TOP OF STEEL 6600 S�� 105th .Ave.,Suite 1 12. SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL MASONRY CONSTRUCTION. E. THE SPECIAL INSPECTOR .;HALL SUBMIT A FIPAL REPORT STATING WHETHER THE WORK GALV GALVANIZED TOP 70P OF WALL REQUIRED SPECIAL INSPECTION WAS INSIPECTEC, AND WHETHER THE WORK IS 1N GL GYP 8D GYPSUM MINRC Typ TYPICAL Beaverton, Oregon 97008 -3000 PSI FOR FOOTINGS GL GLUE-LAMINATED MEMBER •,, w_ -4000 PSI FOR WALLS. F'G 4(Dmm PSI TENSION LAP SPLICE LEh1CsTN8 (TNG{-!ES) - TOE' ISARS I a CONFORMANCE WITH THE APPROVED PERM17 PLAN- AND SPECIF!CAT'f'NS AND THE GRTG GRATING r,wt_RfMCSFIP 3/4 ST1 1/2 3 APPLICABLE WORKMANSHIP PROVISIONS OF THE 18C. GC GENERAL CONTRACTOR UW') UNLcSS NOTED OTHERWISE 2. CONCRETE EXPOSED TO WEATHER SHALL HAVE 6%± 1% AIR-ENTRAINMENT. SPACING tW-LIES) 2 v7 4 %• [, a 1,� 4 >• 6 7 1� 4 >> 6 G P GYPSUM VERT VERT CAL 04 .15 zs as 7s as as 7s ss ag 5. DUTIES OF THE CONTRACTOR. INCLUDE, BUT ARE NOT LIMITED TO: MP 3.5" PLUS OR MINUS I". s 31 31 31 31 31 SI 31 31 31 HD HEADER WF WIDE FLANGE STEF� 6,-4V3. MAXIMUM SLU A. NOTIFY THE SPECIAL INSPECTOR THAT THE YIORK IS READY FOR INSPECT ON AT LEAST 24 HDR HEADER 4. UNLESS NOTED OTHERWISE IN PROJECT SPECIFICATIONS, MINIMUM CEMENT '-1 31 31 31 31 31 31 -5431 31 HOURS BEFORE SUCH INSPECTION HGR HANGER _ CONTENT 494 lbs. PER YARD FOR 3000 PSI, 564 Ibs PER YARD FOR 4000 '� 6 - 6° 6O �� 51 s4 HOR!Z HORIZONTAL WD WOOD MAXIMUM 20 PERCENT FLYASH CONTENT IN CEMENT. ALL MIXES b - - - B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED HSB HIGH S7RENGT� BOLTS W,/O WITHOUT �r+)jeCi PSI MU 14 62 67 1a 62 62 UVTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL � WP WORK POINT CONTAINING FLYASH TO BE SUBMITTED WITH SUBSTANTIATING IN .y 94 10 im 94 10 1m 1JSPEC70R AND APPROVED BY THE BUILDING OFFICIAL. H7%IiG7 BLIGHT WT WEIGHT WITH ACI PROCEDURES. SUBMIT MIX DESIGN 14 DAYS PRIOR WWF WELDED WIRE FABRIC Tigard CONFORMANCE TO PLACING CONCRETE. MOTES IBC INSIDE DIAMETER BUILDING CODE 1. 'TOP BARS' ARE DEFINED AS MORiZONTAL BARB UITI4 MORE THAN 11' OF CCNCRETE C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS 70 APPROVED PERM!', PLANS AND ID INSIDE DIAMETER Triangle 5. MINIMUM CONCRETE COVER: CAST BELOW'WE BARB. SPECIF1CA7i0NS A7 THE .!OB SITE IN INCH a. 14R BARB OT'W.R THAN 'TOP BARS',DIVIDE DEVELOPMENT LENGTH SPECIFIED IN INFO INFORMATION TABLE BY 11.. D. MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INT INTERIOR CCommons _ A. CAST AGAINST EARTH. . . . . . . . . . . . . . . . .3" CLEAR 3. INTERPOLATE FOR SPLICE LENGTHS AS NECESSARY. INSPECTOR. B. CAST AGAINST FORMS AND EXPOSED TO WEATHER 4 TENSION SPLICES ARE BASED ON CLASS B. FOR GLASS A,DIVIDE BY 13. IAJL.E86 NOTE0,rE D OTNERIUIRE RJ DRAWINGS,ASBtl fE ALL SPLICER A9 C1.A86 B. Site Wall S -N0. 6 AND LARGER• . . . . . . . . . . . ' . . . . ' ' . ' . . . . . ' . . . . 2" CLEAR S. IF SPLICE DII"IENSION 16 INDICATED IN DRAUINGB,PROVIDE LARCsER SPLICE LENGTH, 6. DEFINITfONS: 6. LAP SPLICE TABLES ARE BASED ON ACI ,J-471,SECTIONS 1211, 12.23 4 12.141. -NO. 5 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1/2" CLEAR 1. VALUES fjHOUJN IN TABLE MAY BE LOUERED UITN K IF TRANSVERSE REINFC)RCEMENT A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES SW Chilton Street ExISTS?°ER 1213. OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. 'Flgard. Oregon c NOT EXPOSED TO EARTH JR WEATHER ' -SLAB, WALLS, ANC JOIST N0. II AN[ SAW LER .3/4` CLEAR B. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE a7 TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS -BEAMS AND WLLAINS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. PRIMARY REINFORCING, TIES, STIRRUPS, AND SPI')AL . 1-1/2" CLEAR STRUCTURAL OBSERVATION 6. PLACING TOLERANCE: I STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD OR HIS REPRESENTATIVE -PLUS OR MINUS 1/4` TYPICAL a -PLUS OR MINUS I/2" FOR TOP BARS IN MEMBERS MORE THAN 8" SHALL BE REQUIRED AT THE FOLLOWING STAGES OF EACH BUILDING DURING CONSTRUCTION Shen Iltle ?HICK 4. PRIOR TO PLACEMENT OF CONCRETE IN FOUNDATION, RETAINING WALLS AND FOOTING. Site Wall - a,; 7. CONCRETE TESTING 10 BE PER `SPECIAL INSPECTION PROGRAM". 2. CONTRACTOR SHALL NOTIFY THE. ENGINEER OF RECORD AT LEAST 48 !•+OURS IN ADVANCE OF COMPLETION REQUIRING SITE ODSERVATION. Structural 8. REINFORCING STEEL: 1; -DEFORMED BARS ASTM A615, GRADE 60, (TYPICAL U.N.O.) 3. IF ADDITIONAL SITE VISITS OR DESIGN WORK ARE REQUIRED OF THE b4GINEER . y General Notes -WELDED BARS ASTM A706, (FOR SHEARWALLS AND MAT FTG'S) BECAUSE OF INCOMPLETE OR UNACCEPTABLE WORK, THE ENGINEER SHALL BE a a -WELDED WIRE FABRIC ASTM X185, REIMBURSED FOR ALL TIME AND EXPENSES INVOLVED. -REINFORCING BAR IN CONCRETE COLUMNS SHALL COMPLY WITH UBC STANDARD 26-4 FOR LOW ALLOY A706 STEEL OR MAY CONFORM TO ASTM A615 WITH THE FOLLOWING ADDITIONAL REQUIREMENTS: -VERTICAL REINFORCING SHALL HAVE A YIELD STRENGTH, BASED ON MILL TESTS, THAT DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18 KSI. RETESTS SHALL NOT EXCEED : THIS VALUE BY MORE THAN 3 KSI. ;4r -THE RATIO OF ACTUAL ULTIMATE TENSILE STRENGTH TO ACTUAL YIELD SHALL NOT BE LESS THAN 1.25. -SUBMIT MILL CERTIFICATES FOR REINFORCING INDICATING PHYSICAL AND I CHEMICAL PROPERTIES TO THE ENGINEER PRIOR TO FABRICATION. Revisions: ,. Q 21 Jule 2006 f Permit Resubmittal v r ) AFGHAN ASSOCIITES INC.. 7006, ALL RIGHTS RESFRVEDQTHESE � 1• u GS ARE THE T' J16 E CEPTWITHIMF PRIOR WRITTEN ERTY OF AN ENGINEERING, AND ARE NOT TO BE �Y USED OR REPrtODUCED MI ANY MA/DHFR. PERMISSION OF AAI ENGINEERING Date: f Drawn by: Checked b s I CLC/EMO C Job Number: 101100. SII �r19 Sheet 1 ..� 4 r S7• l� , • r Permit Submitts I May 2006 � f j{<. ! .. ' u ,...,.mow...•--- _ ._ __..._�.T..-� ___. .• +a .rertMrw►arlrlrrwurAwaar4w"MM,. r911ArAIl11�MM1991MIMrr.�4� r.,' o..�.we•n10 WIN lip,.,. < ^r ,:�L'.;w+ •. ,.;r,,<, , .n..�.,:: ., - ,_ ,. ,.,,. ..r, ,.". -*T.•4j R'' . �. .. v ....... w . 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DE-.:_5 y��0 J. ►,r�D JRG.:-ECTURtL., AID C v- DRA:wINGS 4 DC NC;- Sr-.;-E cOOTINris FOR D""Eti5 Otis REr-ER -C SC»EDIJLES 'N ALL CAMS. EXPIRE& 72 3t,07 CONCRETE RETAINING LUALL FLAN AT BUILDING I _ 1 ` 5 -2' :.E x 18' JEEP A- ='-ASTERS =RC/D E :4) e5 LONG AND. l5: 45 8* C- R iv ►- \\\ `\ -� REC-O'v. DOwE� `,/ER''C.� ,...•:�_ \ __ _ I �1mF EE' -NC 900-iivCs. 1 r - `1 \ t 1 1 1 / L r.l ,\ r \\ y Pacific iVTVV `�.=A_� ;- -; �. _ ZON _ _ _ Properties ` �` <� { E=F -O 5✓- ti __ 5600 SW ;CSth A\e-Suite 1 75 Beaverton.Oregon 970018 1 _ 1 j � r'O!rGRcTE RE'AiNIN;(s L1JALL PLAN _ -v r 1 Pro}ec' -, j �-acD,/IDE '.r1' DEEP MORTAR RAKE AT ; `• i �! I U�-� .'.C►rTR:.Y.•. .10lNTS. CONT,�tUE ALL WALLTi and r RE •,.>Fr7ctCEMEN+ TWRIJ JO; iTB. 1144EIFE i s L-------- OCCI.,RS. TYP. -Jr w: Tl-ianale r, _ _ -TOP'AND BO--OI"t. TYP.(DOL.E- r..LY AT VER-ICALS INTO FOOT!NrX �1\ Commons ski I p j I J ,k= fff Site Wails I L� ; ``1 Tigard Oregon Clinton Street 1'-4' MIK TYP -2 -a' MIK Ty- 5'-4. " 4x. -Yt= 1 1 I AT END PIER'S AT INTERIOR V V PIERS - 1 1 -1--1 1 � _ Hr---� r-- r� rJ. L------J ----� + ,mil r�-----i r------� r- --� r�--� r------� i r.l-_.1 �__J t__J L-._J t�J l-.-J t I 1 t - aD1_ ---------------------t ~ - � r-----�-� r ----i I 1 r-------------------- -__ -_----»---- �_ --__-__-_- — ; - r ---� L� Site Wall l Plan A Vii; I 1s - 4'-d' 5'-4' 20'-4'1' 4S-11 1/2' 1 5m-a' STEP FOOTING AS REQUIRED. SEE ''8 2. EPCXY DOWEL I:OR1'ONTQ� RE"FORGE"'rti- .yd b ;���,� 4' INTO DU'L:aING WALLS AND STA•'RS u1+ERE OCC%p- I 3. DIMENSIONS A.LRE 4PPROx1MATE, EXCEP' `�� � a'• RE 'MIN' AND "Ax' AiaE' INDICATED. ! f I 3 IWf= COORDINATE w1n+ STRUCTUR.LL DETAiL3, I • 4. ARc�­+irrECTIPRQL. AND C1V1L DRAIt;+NGS. { ► „S _ I (-- �I 4 DO No S AL. EFOOTINGS,q CASES. -r-..._ �.-._._........-. M - T MASONRY RETAININCs ANfJ S�REEN WALL PLAN �'I { 4CALE: Imo.. +,�•. , --, Re\�icxts 1 LL 21 Juh 2006 Permit Resubmittal Ll-� a Y A A„ I o ; AF 0P-AhA550! SE avE.A'ES ►+I 200l. At ItE ^>l:• i tESE 9RAt1►. a.f �E PRGKWIr T AA: EN6MEEnriG. MtC ►AE a1QT TO BE r1i(iy1 / e ISE� On of MCID KM: M wv AMIE l 0 ERCEoT•�• 'A4 �!fA IgTFN 1 e e e • 1 °fftesSid• aF AA E-IP��EEttr+G I s � I Date- --- ate------ ----- ----• Drawn bq: Checked t>) CLUENl0 C Jcb .Number: 101100.0 I' } t Sheet NORTH t Ft r 1 ; Permit Submittal May 2006 S7�,► Cm 11 tli±at�+a1t iglrsl +11�at1 nn I I + I a + II t�ltt�tltt+tl�ll t NI napm 1111liltl Itpnt Ih 1t u p II y k++r+ j �LOMJT1f 1 tllb 1016.1 Ow -J,z t , 30X �= f I. u ` , r r ,a 1 I I 'fa " d � :... n.. ,,. •. -.. - . ..iw:u.u...nw;w..w,s.w..,,,...�.�wCJWJJr�.IA` »u,+.ui4lw:wutiw�:e::�a.u'...+v;er..www,,.w...,a-a.:,.r.a,.aw.r...a.•w,._.w..°...w..:,..,...,......w;+w:,...-...:,.u,,.J..rrWlbY.w,Yiwliw�o►wW+».6YMW1vu:.dw.wrr;..r+,Ule.,. -'=a.ii$.ew6%�iwl. M�IY17uWi+IW.. •AhaT'C'L'W�)'A!'•,'.ai'M .:r.�' - ,..wss,....*.s-w+ - wars -w......-...Gu..u�.. ...,.t_...-.......;n.,.w:,.w.+.a.:w.,.,.....,...-...,...._......_....._..........,..... s. w.� /f i H B T D W Y Z �—•�,.�,., < 4'•0' 2'-6' 1'-3' i'-2' 05 • 16CG. 04 • 16' O.G. 04 is I6' O.C. 4'-0' 4'- ' 1'-3- 1'-2- SEE DTL 1/831 ,C.•4 • 8' O 05 • 8' O.0 -GONG. COLUMN GaP < S 1v11LDREN DFSIGN GROUP, Y. - (BY OTHERS AT PILA6TER _ _ __ AHCi-IITEC"PUKE I SFAC'E PI.ANNI I, 1' 4'-0' TO a'-0' 4'-6' 1'-6- ' 76500 I'-6' 06 • 8' O.0 w 4 • 16' O.C. •4 • 16' O.G. S.W. Beveland,Suite 120 - r--- ~` �_---- 4'- ' 'TOO E m' 6 �' 1'-6 I'-6' Yv • 8' O.C. 4 • 8' O.G. 05 • 8' O.G. Tigard, Oregon 97223-8692 I 1 8' TO 10' 1'-0' 2'-0' 2'-0' 08 • 8' O.C. % • I6' O.G. •4 • 16' O.C. (.AU3) 244-0552 I -8' CMU GROUT SOL ID. - c6 81'•0' TO 10''-0' 9'-0' 2'-!D' 2'-0' 48 • 8' O.G. '6 • 5" U.G. WE + 8' U.C. j AT PILA6TER �a� I NOTE: DO NOT BACKFILL UNTIL I I MASONRY VENEER 12' COVER 15 O`/ER 'T' (SEE ARCH). -,-- - AFGHAN ASSOCIATES INC. I ( 1y-LINE OF PILASTER I I X CONBULTINU ENGINEERS I 4 6960 SW VARNII 9T. SLATE 200 TIOARD OREuON Y7213 I i 1[031 620-3030 F=r 920PG6:fL 0 �•• AAI,pg NO.A0522403 ! 1 - -T� -04 HORIZ. • 24" O.G. _J i \ EA. FACE uLUI ul I i FREE DRAINING pt i 5ACKFILL. •t•�crug4� > Q %it PRa�F , to I /\C,� OR NEE I � � 7 VARIES (2) 45 A1- EA. CORNER REINFOREMENT /.T 4 OF L)aLL OR 16' O.C. (MAX.) - (SEE PLAN) I ;. �� (SEE GENERAL NG ES) 12" GMU T"'P. HORIZ, REINFORCING r'a5ONRYVENEER (GROUT SOLID) AT OF WALL. I 0 U_ I SEE ARGW. AT EA. FACE. TYP. " r3 TIES • 8' O.C. 8' CMU I Q� CMSOLID GROUTED------- CMU - -_ I ✓ERTICALS A' SCREEN WALL 5 /- EXPIRES: 11, s1 07 AT PILASTER 2. 5/8' / (GROUTED SOLID.) I I I a i SEE GENERAL NOTCB) — BOiJNDARY. I `?'~t " t. � MASONRY VENEER I _ U y_N' a: ' .,,' Q 7YR. (SEE ARCH.) PYP. i WALL BY 36 BAR i EXTEND INTO RETAINING Ilk DOWELS TO MATCH 7 t I 1 ' I DIAMETERS. -T�`- '✓ER'fiCALS (SEE GENERAL I D NOTES FOR DETAILS) NOOK GROUT SOLID BEHIND AT FOOTING. --- VENEER BELOW GRADE -I _ 12' CMU. (TYP. BELOW OPENINGS) ! (2) 04 • 24' U.C. `t - - - - - - --_ - - -- -- - -- - -- I fEL- AT ; 25/8' GROUP30LID SIDEWALK (BY OTHERS) EL• AT ! DETENTION POND -- - - - �- --- -'- ,,4 _/_ _ - - - -05 • I6' O.G. (SEE 1!513 AT PILASTER) I I 41- -----_-------- ----.._.._- � II (SEE CIVIL) CONTINUE HORIZ. REINFORCEMENT J 8' CMU -----_----- , - r• n THR1 PILASTER (GROUT SOLID.) D, (4i 04 - "Y' BARS EA. WAY AT TOP F ct1 MASONRY VENEERI *� w NOTE:- _ I. SEE MASONRYGENERAL NOTES ISEE ARCH.) FOR � � U NATE: � ui~ r PROVIDE WALL DRAIN4CiE Q % L TYPICAL 8' REINFORCEMENT. 8 v ,+� U 2. WALL HEIG-dT 11'-0' MAX. ABOVE d�RADE. W 3, WHERE PILASTER WIDTH IS GREATER T-' L.,iI�— � PER GEOTEGH REPORT. � � �y�RTICa�S 'po' o G� o o '7Gw �G THAN 32' O.C. PROVIDE 16 TIES AROUND i� 17a I-I!1..'J rfi�^�o�i\t1w_c,��_r '`. BARS EA- SET OF (4) 1 (SEE SC�+EDULE ON 3'ST3) �4 • 12' O.G. �4 • 12' O.G. U 'W' BARB -PREPARE SUBGRADE ,' 12' SOLID GROUTED CMU CLR PER GEOTECH REPORT 'B' Owner: -- i = �— AT 5..1: (2) LIYTNES OF 12' CMU I OPTIONAL 12' CMU GROUTED +k GROUTED SOLID AT PILASTER 2 5'8 SOLID BELOW OPENINGS W/O (SEE 1/513 FOR ADDITIONAL Pacif is NW VENEER DETAILS) TAI 2 TYPICAL MASONRY SCREEN WALL FOUNDATION 3 MASONRY SITE RETAINING WALL 4 TRAN51TION FROM 12' CMU TO 5' CMU + VENEER Properties 1 MA50NRY PLA5rER DETAIL �-•,'1.3 22,410301 CLC SCALE: I" = I'-m" �1.3 224'10302 CLC SCALE: 3,4" ■ I'-m" � i3 2241011,03 CLC SCALE: N.75. CJ-.1-� 224'1030AI'-® �3m4 GLS SCALE. I" ■ 6600 SW 105th Ave., Suite 175 H B T D ;5 w x " Beaverton,Oregon 97008 2'-6' 1'-0' 1'-2' 4'-0' 05 • 12' U.C. N/A 04 • 12' C.L. 04 • 12' O.G. •4'-0" TO 8'-0' 3'-6' 1'-6' 1'-6' 4'-0' "8 • 12' O.C. "8 • 24' O-C. •4 • 12' O.G. 5 • 12' O.G. 8'-0' TO 12'-0' 5'-0' 2'-0' 2'-0' 6'-0' 05 • 10' O.G. 06 • 20' O-G, 04 • 12' O.C. % • 12' O.G. 12'-0' TO 16'-0' W-0' 2'-6' 1 2'-0' 8'-0' 4S + 6' O.C. "S • 12' O.C. 1 04 • 12 ^.C. 01 • 12' O.G. f 'WITH 3'-6' MAX STEM ABOVE GRADE. :i /GUARD p�AIL (WHERE OCCURS) ` / Pr.I;rt t: SEE ARCH. FOR DETAILS l 1`4 HORIZ. + 1'-0' O.C. Z (ONLY 1 LAYER AT 8' WALLS) Tigard "S, TOP 4 BOTTOM CONT, Ti �lang e X BARS - SEE FTG. 5GHEDULE FOR OF WALL 2 1/2'e STC. E OST (�QT QUANTITY 4- /- prp c� I. DO NOT BACKFILL UNLESS i GUARDRAIL • 4 -0' O.C. MIN Commons 04 • 12' O.G. ' ' MIN. REQ'D SOIL COVERS Site 11 IS OVER 'T'- �" - --- - - � (4) 5 i e a S 2. PROVIDE WALL DRAINAGE In r,- -- - - .7 �— , PL AGE TIGHT IN SLAB SLEE✓E PER GFOTECN REPORT. `' I -- - - - Q AND EPDXY _ S Clinton Street X '"` (2) 04 • 3' O.C. Tigard,Oregon Q I � '3TIES + B' O.C. CIS �I-A 2, 2, f CL LIP _� --a, CMU r-- ` A GROUT SOLID. W `MASONRY '✓ENEER —�I 2'j- I SheetTitle: itle: -- (SEE ARCH. FOR DETAILS) Structural S T!B CONT. Q r1 ca �j 2'-0' MIN. SEE 5i'S13TFOR DETa'LS I Details -'Y' BARS EA. WAY AT TOP Y I f��AO� 60aACinP-t���V_ndn0.('•. 0 'z' BARS ,��• 7 vc1 t t. U (2) '4 AT 'T' SEE 'W' DARE PREPARE SU®GR4DE MIN. T, BOTTOM PLAN PER GEOTECH REPORT. w'pf^a, CMU PILLAR DETAIL FOOTING STEP 8 GUARDRAIL POST DETAIL w ; 5 CONCRETE SITE RETAINING WALL - - SCALE: a/4" • 1`-m" 573 22410-OA.:1C SCALE: 1 1/2" • I'-©' { 1SCALE: I" 1'-0" 12410301 CLC {fSLE`a@ 22410-05 CLC SCALE: N.T.B. (51,0931 , 22410-IOP CLC 51� w Revisions: 21 July 2006 Permit Resubmittal '•A4 t i r I V'Gil i x 6 A � t 'S4ror� it t e _ "* u �I `�'' y`�y � �{ he a r I `1 a 2'�' At • �' We - I I .. � '� t carr in r'��A �y ��� �dt�snn,��l y*.rd�"+i f M H ��' r s I�(rP T �.a•� �' -...WiM m., :,: 2 '�^ ' +'RAilk ... ,d'> .. `, :., + 1 ! s' "4tt r, " � to t 1 IJ r AFGHAN ASSOCIATEINC. 2006. ALL rf i �N w y RIGHTS RESERVED v is a f+ 4 Z F , .. `. .. _,.,.. - :. ..,..,_ .. ,_ ,.,_. ,: .....,. .. .... _ ,.: ..,.. ...� ,:. .. .. ,. ,,.: t'T � • .A fl1f.SE DRAWINGS ARF. THE PRCIPERh' OF ,I„� r }}.:p A •A t ,, :p` +* } AN ENGINEERING. AND ARE NOT TO gE TAI d nw n T ” .Pk^iF6PA,eF is r I USED OR REPRODUCED W ANY MANNER F� ss,A 1VO, i"-+�� ' { r: EXCEPT WITH THE PRIOR WR ITiTN f f .•C ," 7:d f•`°7 I h^., r�,nl1.,;, tl PERMISSION OF AN ENGINEERING Y. II,.,a p,,c+6 °Iltw+l j e: S' t'. r,., i. Dat a vk r8� &� I, T!T a• , •1 r t ti n, �q `4 N �q r4'' IIl tu" TA .tit IF �b klyt` (A� xlN;?rI prawn b + v Y Checked by. CLC/EMO CIS I R Job Number: r ,F' _ 101100.02 Sheet 17 of 17 t �I{ : ( 5t1 .�'�br A:r 7,�, . t y ".)..<:• y-y j�.. ,. '. ... . .,- �-I'r'e..+• mittal - nil 2006 .3 , _ . S7 Permit Sub May ' Y .___ . -- •^-- _ - _: • �,�p�,�ry „_• -. n HiliniI�111U IiuIfn Cmc�II Ii TnuI 11 1 o I T I .j 10 1 1 it 1 14 I�tI Sa'e"'''.r�•� ZO 27 �� as ao "',«,.,rQuan�..'r vim■stn .. +....� . „ ..._._.._..,,�,_ _....—.-................. 'xaslK'9.w''r.w- '■RO■+•.s■earrt RI01�A.' Ai— " t M IOwa.l enI • ,..w.n.....-Rte.-..«,,..,.-........R, ,, fi i I p. v; .. �'.. •A` .t,S k•;>• �� PI �- yA„ y r �•� 1° i'� �� +I C b� };:,,-� '''6' u'` ">• .�{�.(�xy 4 ,I ell y F by •tlr V�� ,u„y7 gar° 14,`' v ' tr R �! +a� f , W ___.-. ,. _ .._..-- . .......,-.:«:,.....+....:.,�a.w...-.:,.x.....:....,.... :.us..s.,.vyi9n'�aww:W+,uJi.w+..a...-_ : •.iir"'+.J..fr:wt:iA4i.4ki.u�+a��.iv'J:JIYrJ.a6,,w3WYLLaM:..:WYWt�Y�Yrf�.IV4"744+.+....+...Ih.uL..-tlWW,tMwte.Y.Mu.WIY4iNM1A WdAwi:ur..sv.Wni wY'�.wy+uu�...--=_..avLWuu.+u+. �-YWYx.wr....._ ,...4r:+•A r..Y.ui. _ " `+ICr@W IY�:..,.aLrraw.+.Wx+++w ....:+w:.rb;rn...xt.k,.::..naw+Yrfx:...a.....w. ••.. .;•. '.. 1 MIL Mr4 DESIGN GROUP,PC- El AL SYMBIM LW ARCtUMC URE . SPACE PLANM Irj 7650 S.W. Beveland Suite 120 WALL MOUNTED LUMINAIRE kY CB CT BREAKER ���� -_ -• w{;) CIRCUIT RECESSED LUMINAIRE CLG CRCUI LUMINAIRE SCHEDULE DRAWING SCHEDULE Tigard,Oregon 97223-8692 (503)244-0552 r TYPE DESCRIPTION 137 SURFACE OR PENDANT MOUNTED FLUORESCENT CT CURRENT TRAN:SFOP.MER 2' x 4' x 3' DEEP LAY-IN FLUORESCENT FIXTURE, RECESSED TWO PIECE ED.1 ELECTRICAL - LEGEND AND SCHEDULES 1' x 4' LUMINAIRE • ,A, ACRYLIC PRISMATIC REFRACTOR, PROGRAM-START, ELECTRONIC 5OX STEP E1.0 ELECTRICAL - SITE PIAN - LIGHTING 1 CU COPPER DIMMIN; BALLAST WITH 5YR WARRANTY, (2) 28W T5 LAMPS, 0.95 BALLAST � SURFACE OR ENDANT MOUNTED FLl ORESCENT � � E2.1 ELECTRICAL - BUILDIfJG 1 - FIRST FLOOR PLAN - LIGHTING 1' x 4' LUMINAIRE WITH BATTERY BACKUP E EMERGENCY FACTOR. LITHNIA CAT. NO. 2RT5-28T5---MVOLT-GEB95S-LPM835P. INPUT WATTS 58. E2.2 ELECTRICAL - BUILDING 1 - SECOND FLOOR PLAN - LIGHTING EXIT SIGN CEILING MOUNTED, ARROW(S) INDICATES (E) EXISTING 'AE' E2.3 ELECTRICAL - BUILDING 2 - FIRST FLOOR PLAN - LIGHTING DIRECTION IF SHOWN ° SAME AS TYPE 'A' EXCEPT WITH EMERGENCY BALLAST. EMT ELECTRICAL METALUr TUBING Lid SAME ELECTRICAL - BUILDING 2 - SECOND FLOOR PUN - LIGHTING SINGLE POLE SWITCH FA FIRE ALARM .BY - E3.1 ELECTRICAL -' FIRST FLOOR PLAN - POWER $0 SWITCH WITH OCCUPANCY SENSOR • SAME AS 'A' EXCEPT 2' x 2'. (2) 14W, T5 LAMPS, 1.15 BALLAST FACTOR. E3.2 ELECTRICAL - SECOND FLOOR PLAN - POWER $ FACP FIRE ALARM CONTROL PANEL UTHONIA CAT. NO. 2RT5-14T5-MVOLT-GEB115S-LP835. INPUT WATTS 39. E3.3 ELECTRICAL - ROOF PUN - POWER s THREE-WAY SWITCH GFl GROUND FAULT INTERRUPTER $LV LOW VOLTAGE SWITCH • 'BE' E6.0 ELECTRICAL - ONE UNE DIAGRAM - GND GROUND SAFE AS TYPE 'B' EXCEPT WITH EMERGENCY BALLAST. E6.1 ELECTRICAL - PANEL SCHEDULES -- 0 SPECIAL PURPOSE RECEPTACLE GRC GALVANIZED RIGID STEEL CONDUIT ----- -�----� « DUPLEX RECEPTACLE ,C, 6" RECESSED COMPACT FLUORESCENT DOWNUGHT, SPECULAR CLEAR IG ISOLATED GROUND REFLECTOR (1) 18W, DOUBLE TWIN TUBE, VERTICAL LAMP, ELECTRONIC DOUBLE DUPLEX RECEPTACLE IMC INTERMEDIATE METAL CONDUIT ® BALLAST. ! D P I « DUPLEX RECEPTACLE ABOVE COUNTER GOTHAM CAT. N0. AFI/--18DTT-6-AR-MVOLT-GEB10. INPUT WATTS 21. ��.�♦.� MCA MINIMUM CIRCUIT AMPS �+ MOTOR CONNECTION 1C1. 8" RECESSED COMPACT FLUORESCENT DOWNLIGHT, SPECULAR CLEAR MOCP MAXIMUM OVERCURRENT PROTECTION REFLECTOR (2) 26W, TRIFLE TUBE, HORIZONTAL LAMPS, ELECTRONIC [}J NON-FUSED DISCONNECT SWITCH [3 BALLAST. NC NORMALLY CLOSED GOTF". CAT. NO. AF-2/26TRT-8AR-MVOLT. INPUT WATTS 55. ✓�1'14 �o�� FUSED DISCONNECT SWITCH NL NIGHT LIGHT M ,C2, i COMBINATION MAGNETIC MOTOR STARTER/FUSED 6" RECESSED LOW VOLTAGE MR16 ADJUSTABLE WALL WASH FIXTURE, (1) 12/31/ DISCONNECT SWITCH NO NORMALLY OPEN � 50W, MR16/T/WFL60 LAMP, LOW VOLTAGE ELECTRONIC BALLAST. ® MAGNETIC MOTOR STARTER PH PHASE GOTHAM CAT. NO DLV-MR16-6-AC-T30-277-LVET. INPUT WATTS 54. Q , UTILITY METER BASE PNL PANEL �, SAME AS TYPE 'C' EXCEPT WITH EMERGENCY BALLAST. - 0[� JUNCTION BOX PVC POLY-VINYL-CHLORIDE --- - 'p' 1' x 4' SURFACE MOUNTED FLUORESCENT WRAP, (2) 28W, T5 LAMPS, 0.95 TELE TELEPHONE �T TRANSFORMER � &1L1A8'f FACTOR. � TELEPHONEOUTLET WITH 3/4" C. AND PULLSTFING TTB TELEPHONE TERMINAL BOARD LITHONIA CAT. NO. 2LB-2-28T5-MVOLT-GEB. INPUT WATTS 58. TO ACCESSIBLE CEILING SPACE TOSS TRANSIENT VOLTAGE SURGE SUPPRESSOR ,DE. SAME AS TYPE 'D' EXCEPT WITH EMERGENCY BALLAST. •♦ TELEPHONE OUTLET ABOVE COUNTER WITH 3/4' C. � ENGII'dP.ERING,INC. AND PULLSTRING TO ACCESSIBLE CEILING SPACE TYP TYPICAL _ 'mow ww".d�I�- SURFACE MOUNTED COMPACT FLUORESCENT WAIL SCONCE, ADA COMPLIANT, N15S.W.Arn@Nd.,Biib107 0 DATA OUTLET WITH 3/4" C. AND PULLSTRING TO UL UNDERWRITERS LABORATORIES B..YwbM a�SM NG SPACE UPS 26W, TRIPLE TUBE, ELECTRONIC BALLAST. F�; ' 1 'r4 I 1 • 1 A � t ,t 1� ;Y Y, ee, C' EXTERIOR LIGH I S EXTERIOR LIGHTS r B A 4A-1 i EXTERIOR PARKING LIGHTS 4A-3 — -�i F- EXTERIOR SIDEWALK LIGHTS MILDREN DESIGN GRGU 'M'SB' ` 4A-9 I PARKING GARAGE -- 4A-5 -- ---�I EXTERIOR BUILDING LIGHTS /+RCHITEC"rURE SPACE PLA TIT I LOWER LEVEL I 7650 S.W. Beveland,Suite 'SB' -5 -`` I�-- SPARE I SPARE Tigard,Oregon 97223-86 1 'SD' NONSWITCHED POWER FOR (5(131244-0552 BACK-UP 277V CONTACTS -1 ` ~ 277V CONTACTS PARKING GARAGE IN 3-POLE 3-POLE 4A- ...."� 4A-7 277V N 'SD' 4A-1 I PHOTO ELECTRIC SENSOR I PES i-TIME CLOCK 'SD' ` •�■ TC ` MANUAL OVERRIDE SWITCH 4A-1 - � - 4A- B' C A ` -5 (5) 3"PVC SECONDARY �� \\ 01 FO-4C ��tO[PRQ��`fj -- _4A-1 �4A-5 PFS TC B 4�� IPGE XFMR PAD 'SD■ SB ° ` & GROUND I a�C,...� ��C-•/r ! \ \ \� j 0� y 14 e �_________________�' _________________--_ ___--___-____---- _.___Y__-_- // , (1) 4"PVC r- -' - BUILDING \ \ MANUAL OVERRIDE SWITCH �4�5 � \ C.��Tc �_� I / _3 INTERCONNECT ` % EXPIRES 12/31/ e 4A-5 \ Q \ �,Q NOT TO SCALE - TRASH �S ,! 'y 0** �+ Y 4"PVC _ , 4A_5 BUILDINU ONE / - -� o i - (1) "PVC - COMCAST & �. COMCh51' i ,SG -5 \ ANCHOR BOLTS SUPPLIED VERIZON / �1 4`'PVC - PEDE,SSTTAL,$i '5_' VERIZCI'! I ' ' ' `3 'SL `\ 4A- 1\, \ WITH LUMINAIRE POLE. / =' 5 ' n\� \ INSTALL PER MANUr. ENGINEERING,INC / SC��`.. 16V&WW„'E b"Waud sci,,t r' -� INSTRUCTIONS. �. !. 3 k \ LOCATE TOP OF POLE Ee15 S.W.�^a J. S Me 101 `V'^ �' �\'SB` ` BASE 30" ABOVE PhIrw Meo0o/00e .i 4A— FINISHED GRADE. !F Fax: (503jr2&3m I 1' _` - -3 -3 4A-�, ` , POLE IS LOCATED ON e,n„: P- I 'SA' c� 0 0 0 +' , ` PmpdNo.: 400.025.DO1 CONC. I�a} 1� GRD. BUSHING SIDEWALKS AND OTHER C«wa: JIM MITCHELL 4A-1 -- . 3_ \ 4A-5 `` ` 1-u-I SIMILAR AREAS, LOCATE 'SD' \ ,�� 4A-5.�r:r-,-�. + � FLUSH WITH FINISHED TOP OF POLE BASE FINISHED GRADE SURFACE OF SIDEWALK. 0 G '1' 1 ■ \ 4A-J ------__� D 3 -3 -3 SD SB , ,y ` ,���,, ; . ; Y �� IF POLE IS LOCATED IN Ower: 1 '�D' SD D r SB' " I I r TOP OF POTER LE BASE(ISLANDS) 1 , PGE PRIMARY - - Pacific NW 660 VAULT (1) 4 PVC - G-I PLANTER AREA i ` _ _-- HORIZ. 4 REBAR IN 12 v SHALL BE 6" ABOVE PNW PROP. y ' 'SA 'Q x 12' SQ. 6" O.C. cv(EXISTINcl �4' Properties I (� A-51 I �' - 5 i y 4A �, - 'r `--� a d k 5 N y ��. _� �_) 24 PROVIDE GRC ELBOW AND CONDUIT — 1 (S• 24" GRC STUB PRIOR TO CONNECTION TO SCHD 40 yhy LL h i `_ PVC. (4) VERT. #6 REBAR — 10Iz LIGHT FIXTURE SCHEDULE I �' �,, r �, 6660 SW 105th Ave„Suite CAST CONCRETE BASE- 1--� Beaverton,Oregon 97D)8 TYPE DESCRIPTION j� �1 PER SPECIFICATION SECTION 3300 POLE MOUNTED HIGH PRESSURE SODIUM LIGHT FIXTURE WITH (1) 250W HPS o 'SA' LAMP AND HPF BALLAST, DARK BRONZE FINISH, TYPE III DISTRIBUTION. -= p KIM CAT. NO. 1A-AR3-250HPS277-DB-P MOUNTED ON 30'-0" HIGH, 4" DIAMETER, STRAIGHT STEEL POLE WITH DARK BRONZE FINISH. INPUT WATTS 320. I�j W SB' �5 � -,.._.,._a._..._ ...�...�._-.-- I ` Project: ;F 'SAV SAME AS TYPE 'SA' EXCEPT FIXTURE HAS 400W HPS LAMP AND 20'-0" HIGH POLE. s KIM CAT. N0. 1A-AR5-400HFS277-DB-P. INPUT WATTS: 470 (� '�w 24' ; I , DIA Tigard i SAME AS TYPE 'SA1' EXUEPT FIXTURE HAS TYPE V DISTRIBUTION. z ,, - Triangle "; ` u KIM CAT. N0. TAR AR5-400HPS277- DB-P. (J �.:...r-r, ! I � - v, r� _v�„ {0 I--- t 1� 3 LIGHT POLE BASE DETAIL -7 ..I� �o SCALE: NONE Commons - ,� .... =.,: POLE MOUNTED COMPACT FLUORESCENT LUMINAIRE WITH PLT42 LAMP, �Imo. � -,=y.._..._,_._, _ Buildings O n '�3. ELECTRONIC BALLAST, AND MOUNTED ON 9'-0" HIGH, 4" SQUARE, STRAIGHT `-'' - '-"""-""-" STEEL POLE WITH DARK BRONZE FIN!SH. + "� - 5 DEVINE LIGHTING CAT. NO. RA-8I-PLT42-ELB-277-DBZ-BOAS-F-LP. Two & Thr „--; INPUT WATTS 50. PROVIDE REMOTE 90 MINUTE BATTERY PACK. z. 68th and Dartmouth SA4 WALL MOUNTED METAL HALIDE FIXTURE WITH (1) 10OW METAL HALIDE LAMP tea ' L + 1 zz AND HPF BALLAST, DARK BRONZE FINISH. Tigard, Oregon L.i KIM CAT. NO. 1W-'. �R2-100MH277-DB-P. INPUT WATTS: 118. '(/� K- --- " t I p g -'.. ". `-.,.."_ FINISHED GRADE GRAVEL, PAVEMENT OR SOD AS REQUIRED) c RECESSED MOUNT, COMPACT FLUORESCENT LIGHT FIXTURE WITH (1) 42'N TRI ;e SB' LAMP AND OF ELECTRONIC BALLAST, SILVER FINISH. MOUNT ON 45' ANGLE I YELLOW �, g C2 FOR DIAMOND APPEARANCE. BUILDINGTWO - .......y_ ._~ ~ WARNING TAPE / o Sheet Title: '. LITE ENERGY CAT. NO. AC506-1XCF421RI-27'7-OP-SI-HDG-SCE. INPUT ; -- 1 ..._- `^wF _.__. �/ L) L) WATTS 46. BACKFILL 95% Z p ITE I w �7 COMPACTED / � 1 a 'SC' RECESSED MOUNT COMPACT FLUORESCENT STAIR iJGHT WITH (1) 13 WATT ;.�:; / M p LAMP AND ELECTRONIC BALLAST. MOUNT KT +18". i'130VIGE o PLAN LUMIERE 1211-LP--CF13-277-B2. I � `I� � � � � 1 � � CONCR;"TE �' �' r 'u ENCASEMENT 'SD' GROUND MOUNTED METAL. HALIDE BOLLARD WITH (1) 70W METAL HALIDE O ' ' c I LAMP AND HPF BALLAST, DARK BRONZE FINISH. �.SW. MOt_DCAST CAT. NO. VBN-36-70MH-DB2-TRH. INPUT WATTS 93. 4A-5 O GROUND MOUNTED VANDAL RESISTANT ROUND BOLLARD WITH 360 DEGREE _ Ll 'SDE' DOWNLIGHTING, ALUMINUM SHAFT, WITH (1) COMPACT FLUORESCENT LAMP c 42PL WITH HPF BALLAST AND EMERGENCY BATTERY PACK. ' KIM CAT N0, ENG-VRB-42PL277-DB-P WITH INTERNAL BATTERY PACK. I O INPUT WATTS 50. I ° J 'SB' ' 'SG' �jAST IN PLACE RECESSED METAL HALIDE UPLIGHT WITH (1) 70W METAL ' -5 ® FFkAME, UMP AND SEPARATELY MGUNTED HPF E9/1L111S1. CAST BRONZE LENS -- TSB'S J BUILDING THRE E F2 ❑ ❑ SB ��SBI ►-5 r4 1W C KIM CAT. NO. 8380-NF-70MH277-SR10-AL10. INPUT WATTS 93. _ ( J J 4 4A-5 �Q SCALE: NONE 'SN' CONCEALED IN GRADE LUMINAIRE, FLAT LENS WITH CLEAR GLASS, BRONZE J Revisions HOUSING, WALL WASH (WW) OPTICAL SYSTEM, 360 DEGREE ROTATION, WITH ,\ 'SB (1) 175W MH LAMP, HPF BALLAST, -20 F STARTING. - KIM L7V722-INW-175MHS277-GM30. INPUT WATTS 199. - i WALL MOUNTED ADJUSTABLE METAL HALIDE FLOODLIGHT WITH (1) 175W 'SL' METAL HALIDE LAMP AND HPF BALLAST, MEDIUM FLOOD DISTRIBUTION, DARK °sT- ^� ° - _ - -�---i _ _ -- -_ -- - GENERAL DOTES BRONZEFINISH ALUMINUM HOUSING. A. PROVIDE /I 0 AWG WIRES IN 3/4"C FOR ALL LUMINAIRES SHOWN. KIM CAT. N0. AFL13-175MH2'/7-DB-P,/MOUNT N0. WM/OAR-P. INPUT ---""'�'-' --�- -- - -_- -• ------- --- -- - WATTS 205. ' B. ROUTE ALL HOME RUNS THROUGH LIGHTING CONTROL CONTACTOR. •SMS SURFACE MOUNTED PARKING GARAGE LUMINAIRE, WITH DIE-CAST BALLAST HOUSING ANU ONE-PIECE CLEAR OPTICAL HOUSING. WIDE DOWNLIGHT OPTICS _ 4 WITH (1) 15OW NPS LAMP, HPF BALLAST FOR -20F STARTING. E ED NOTES EIrO SCALE: i X20 -0 KIM PGL4-150HPS277-D1-W-L•••TS-SF. INPUT WATTS 168, STUB UP COMMUNICATIONS CONDUITS AT TEL/DATA ROOM 104. ti K I SURFACE MOUNTED WALL PACK LUMItJAIRE, CAST ALUMINUM HOUSING, FULL 5 ��� CUTOFF DISTRIBUTIOP., FLAT GLASS AND SEGMENTED REFLECTOR, W.MI (1) MILDREN OESk� r,RDUP, P.C.. 2001, FLUORESCENT LAMP 42VI. WITH INTEGRAL BALLAST BACKUP FEATURE AND A O MOUNT TYPE 'SL' FLOODLIGHT AT +8'-0' ABOVE GRADE TO BACK SIDE OF P.ICMTS ';ESEP.IED MINIMUM 90 MINUTES BACKUP TIME. BRONZE F;AISH. COLUMN TO ILLUMINATE BUILDING ENTRY. TNS DRA«INos ARE THE PROPERTY HUBBELL LMC-42F-6-1-6BtR277-LP42, INPUT WATTS `30. O INSTALL LUMINAIRES 6'-0" APART AND 6'-0' FROM SIGN. NOT TO DESIGN aOR R ROD AND w NOT TO 9E USED OR REPRODVGED M k .SW. GROUND MOUNTED HORIZONTAL FLOOD LIGHT WITH (1) 175x1 MH LAMP AND HPI" sAL LAST. FIXTURE SHALL HAV[ BRONZE FINISH. WAW,l EXCEPT w1TN THE PRICK wRl d O4 FUST SIDE OF WALL IS BASIN FOR STORM WATER RETENTION. RUN C01�!DUii ISSION ai MILDREN DESIGN CR f u KIM AFL17-175MM27. . INPUT WATTS 206. EXPOSED DN EAST SIDE FOR ;PALL FOR VERTICAL, RUNS AND BELOW GRADE Date 20 Jul IF - -.�- ON WEST SIDE OF WALL FOR HORIZONTAL RUNS. SEE ARCHITECTURAL FOR WET LOCATION LED EXIT cKsN, WITH NEOPRENE GASKET, (:AST ALUMINUM MOUNTING HEIGHT AND DETAILS. Dravm by: Checke 'X 1' MOUSING, SINGLE FACE, GREEN LETTER, WM i EMERGENCY BATTERY AND ® INTERNAL_ HEATER, CEILING MOIfN•TED. O PROVIDE RECESSED JUNCTION Fn^.X AND CONCEALED CONDUIT 1NSIOE OF ✓iJR CORNERSTONE CVDE-WL-1-G-E-B-C-AR'120-HTR2. COLUMN. SEE ARCHITECTURAL FOR MOUNTING HEIGHT AND D�AILS. ► .X20 RUN CONDOR EXPOSED HORIZONTAL FROM JUNCTION BOX BEHIND FIXTURE t't. „ :, �rnE1VC' Job Number: 10110 TO BUILDING TWO BRANCH CIRCUIT. �� la•1/1/ ON L Y Sheet (� or 4 SAME AS X1 EXCEPT END IA01JK1ED. _ CORNERSTONE EVDE-WL-1-G-E-8-E-AR120-HTR2. 7"111$pl n1�► ;` BID SET - JULY 2006 E 1 .0 . Jab Nwwbw . .:.. i ;Illi !III !li I I I I I I I it f II it ! I!! ! !1 1 II 1!1'111111 III 1111 II!1 11 1 I 1111 I I II II I ILII II 1111 ILII Ills 1111 Lill III! 1111 1111 li!IIID 111 III1 IT tllll 11111 I 1 ILII I !III ., ' cmc � � i I � ili � 11111111 II i I � IIII � IiIIIIIii ! 1 1 1 { i"FF low■1"I�. la I 1 IQ Is 14 I IeD IEi 20 21 22 �!3 24 267210 27 29 21B 3�� 30X z, . _.•,_.�._.—._._-.�... _..__�.__._.-..___.- --- .'-._—.:� ._—,............,.� _.._ .__ _-.._.-._..-_.-..�_-._.,...�..�...._..:.__.._. _.-. .. - ,.. as.ie,+.-ter.