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11740 SW 68TH PARKWAY a P i i w � r MILDREN DESIGN GROUP, P.C. %RCHITELIL KE • SrALE PIANN,!•, 7t 760 S N'. Be\eland_ Tigard Oregon 7ric owt7 3.3-244- ": Fay: Y-3-' t4-.',4 0 Oregop, Buildin our g F Owner: Zone Ak a iE is OF -- PROJECT LOCATION C C I j I G N 4P r op e r C�e S ZGti t: MIXED USE EMPLOYMENT (MUE) c , ALLOWABLE USE TYPE GENERAL COMMERCIAL P. 175 PROFESSIONAL OFFICES >� 6600 SW 105th AVENUE, SUITE D ., r �2L, BEAVERTON, OREGON 97008 PROFESSIONAL SERVICES HMTRD >' VOICE: 503-626-3500 FAX: 503-671-0211 PROPOSED USE T'A'E GENERAL OFFICE 4I I. ` � • S • + RD "O < TAYLMS rERRr RD G 1 I' IC Project Contacts: Cade Analysis WOR RD r 2004 iN'ERNA7IvNA; BU;L7lNG CODE OAK - p st ARCHITECT: LANDSCAPE ARCHITECT � > S-r_itiSr� II Mi:dren .,esOCCUPANCY B it DAK TA ST �gn Group, P.C. Viridion Environmental Design, LLC - . 7650 S.W. BE VELAND STREET 813 S.w. ALDER, MEZZANINE 84C CON_',RUCTJON TYPE III-B r, e 4 SUITE 720 PORTLAND, OREGON 97205 1 ST PORTLAND. OREGON 97223 VOICE: 503-222-1639 FAX: 503-222-1853 ALLOWABLE AREA FOR A 'B', TWO STORY BUILDING 19,000 SOUARE FEET Butt - v la \ r 1�� _ VOICE: 503-244-0552 FAX: 503-244-0417 CONTACT PERSON: MIKE O'BRIEN ~`n � 'r,g". cc �`Dc h+Iter: CONTACT PERS: GENE MILDREN MOBR[ENItWEDLLC.COM AREA INCREASE FOR FRONTAGE AND Ao=At+ AtIf 100 + AVs 100 LG"A w_DaA_L S' c., ,��� ' T r GENEL1w1DGPC.CaM [ / , [ / , ' +TAIk 4 �' ,� „ Pacific `'V SPRINKLERS FOR BUILDING At 19,000sf, Is=200 sprinkled two slay, If=100[(F/P)-0.25xW/30), F= 606.83 d = u > -� R. y. r lined feet. P= 606.83 lineol feet, W-30, If-100((606.83/606.83)-0.25x30/30) g = 75, A o=19000+[l 9000x 75/100]+[l 9400x200/1 OOj Ci T`U:R S4 - �� P r o p e r t i e'S CIVIL ENGINEER/PLANNING: STRUCTURAL ENGINEER: Ao=19000+14250+38000-71,250SF j T. M. Rippey Consulting Erg�neers Afghan Associates, Inc. ,� R� RD `,�£ 7650 S.W. BEVELAND STREET 6960 SW VARNS STREET SUITE 200 TOTAL ALLOWABLE HEIGHT 4 S_'�IRIES M S � cti -R' moo• C I "r SUITE 100 TIGARO, OREGON 97223 TOTAL BUILDING AREA 17,129 SQUARE FEET FIRST FLOOR t6600 SN IOath A'.16,445 SQUARE FEET SECOND FLOOR '"�r �� TIGARO, OREGON 97223 VOICE: 503-620-3030 FAX: 503-620-5539 � � , 33,574 SQUARE FEET TOTAL T�-"TIN tiJ a Beaverton. Orevr,n �; VOICE: 503-443-3900 FAX: 503-443-3700 CONTACT PERSON: HAMID AFGHAN R r 4 CONTACT PERSON: KARL KOROCH (CIVIL) i CONTACT PERSON: LANS STOUT (PLANNING) FIRE PROTECTION: PER OSSC SECTION 903.3.1.! o` s r i �/IClnit MapMECHANICAL ENGINEER: ELECTRICAL ENGINEER: SPECIFIC AREA REQUIREMENTS ACCORDANCE WITH IFC - SEC AND 2 Not tc R&W Engineering, Inc. R&W Engineering, Inc. 9400 SW BEAVERTON 'ilLLSDALE HWY SUITE 250 9400 SW BEAVERTON HILLSDALE HWY SUITE 250 B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC SECTION 10!3.3 . �`, OREGON 97005 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1015.3 9EAVERTON, OREGON 97005 BEAVERTON. '{ VOICE: 503-292-6000 FAX: 503-292-1422 VOICE: 503-292-6000 FAX- 503-292-1422 Triangle CONTACT PERSON: DON PFAFF CONTACT PERSON: JAMES MITCHELL O Ill ll]o I-I - Deferred Submittals -- - -- - Building Four t. SPECIAL INSPECTIONS: .-h 3rid Dar;:Douth A. SOILS COMPACTION. ALL SOIL BEARING SURFACES SHALL 13E _ = Tgard. Or on .BY TyE SOILS ENGINEER PRIOR TO CONCRETE PLACEMENT. s B. CONCRETE, INCLUDING CYLINDER TESTS, SLUMP TESTING, AND REIwFOR_:'. C. EPDXY ANCHOR, PLACEMENT. D. EXPANSION ANCHOR PLACEMENT WHERE INDICATED ON DRAWINGS. ;t E. STEEL FABRICATION AND ERECTION. F. FIELD WELDING. 2. DEFERRED DESIGN SUBMIT SHOP DRAWINGS FOR REVIEW OF DESK INTENT Sheet Tr.Ie COMPLIANCE PR;OR TO FASRICAT!ON OF ""E FOLLOWING: STEEL jO1STS AND JOIST GIRDERS Cover Sheet HVAC DESIGN Legal Description PLUMBING DESIGN MODULAR BLOCK RETAINING WALL A PORTION OF BLOCKS 7, & 13 AND 14 OF TH PLAT OF 'WEST PORTLAND HEIGHTS' ROCKERY RETAINING WALL LOCATED 1N THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, OF THE FIRE SPRINKLERS WILLAMETTE MERIDIAN, CITY OF TIGARD. WASHINGTON COUNTY, OREGON LOW VOLTAGE ALARMS ELEVATOR DESIGN IRRIGATION SYSTEM DESIGN (LANDSCAPING) Site Data STEEL STAIRS ELECTRICAL AND MECHANICAL COMPONENT ANCHORAGE -- -- ARCHITECTURAL 4NEER ATTACHMENT AREA: X COVERAGE: X COVERAGE ALLQV&Q_ SITE (EXISTING) 6 8.46 5 sr (1 57 AC) N,A. y Jurisdictional Review notes, forms, NEW DEDICATION - 1.032 SF (0.02 AC) Sheet It1C.�eX �: and Stam SITE (NEW) 67.433 SF (1.55 AC) N.A. BUILDING 33,574 SF 4g.8X . 40X A0.1 COVER SHEET S1.0 GENERAL NOTES --C2.0 GRADING PLAN - S2.1 FOUNDATION PLAN Revisions S2.2 SECOND FLOOR FRAMING PLAN SPEC AL INSr"-ECTICN RFQUIP p . FAR INCREASE APPROfEC B!' CITY Of TJGARD IN TYPE !I DECISION, SITE DEVELOPMENT REVIEW (SDR) 2004-04011 C3.0 SITE UTILITY PLAN ` OF TIGARD 'T IGARD TRIANGLE C0u1,#0NS', APPROVAL DECISION DATE, APRIL 1, 2005. _ S2.3 ROOF FRAMING PLAN Stzte of 7r-.a ,;. c . . I CM C3.1 SITE UTILI 7 Y DETAILS t T.tLt rt�i $ eei S3.1 PANEL REINFORCING ELEVATIONS =-=----__.-__._._p a;+y Code ' LI�..........-------- I�J AREA: X COVERAGE: X COVERAGE REQUIRED: C4.0 EROSION CONTROL PLAN .tecl C C4.1 EROSION DETAILS S3.2 PANEL DETAILS C CO` ^x ;P�•.^.'Nrc! c I 1 dee Lst+a to:Fdbw..,........._»-•( 1 LANDSCAPING 14,647 SF 22% 15X LIA PLANTING PLAN S4.1 DETAILS G Qoar s ti.e�J1n+�a.w-aG► A 1 1 S5./ DETAILS n � ......._..".... PARKING LOT LANDSCAPING 1.829 SI` L2.1 PLANTING AND IRRIGATION T DETAILS 5pq,= . %yssCr�t��sisbin C�„_..,.._ r• _. 1rem+ltNur*vr - S5.2 DETAILS n S5.3 DETAILS 0 Rs411'o :,-,r stool it 7roatrssz A drew DD". YEA'.0 MASTER SITE PLAN Py.)6 L ^ S5.4 DETAILS C 31*t:ct• s;vy,,;._.n IMMVIOUS AREA: AREA. R COgAGE: A1.1 SITE PLAN ai Al-2 ENLARGED ENTRY PLANS BUILDING FOOTPRINT 17,129 Sr' 25.4% A1.3 SITE DETAILS E0.1 ELECTRICAL LEGEND AND SCHEDULES PA VINE 33.828 SF 54.276 G f,r��. - k1;1.ry•ry .3�i33 A2.1.1 FIRST FLOOR PLAN E1.0 SITE PLAN �d�� 0 r TOTAL IMPERVIOUS AREA. x,957 SF 75.6% 85X A2.1.2 SECOND FLOOR PLAN E2.0 FIRST FLOOR LIGHTING PLAN A2.2 ROOF PLAN E2.1 SECOND FLOOR LIGHTING PLANS �P!uo °c sone A2.3.1 FIRST FLOOR REFLECTED CEILING E3.0 FIRST FLOOR POWER PLAN O ire'"E' ` -4anw eta Fitt �•r's *� O i E��ACES PROVIDED: j,�ACES RELKARED: ❑ pray -4st r.ANVOM AM *+c °r�P•• 'f 1'.. PARKING A2.3.2 SECOND FLOOR REFLECTED CEILING Ell SECOND FLOOR POWER PLAN F 1 �:.t�d Firt•RftsistiY!Materials wi-CA , OESM vias• °G• WC 'M j:- -o s{ Esta a +� *MM N ,«- i STANDARD A2.4.1 ENLARGED FLOOR PLANS E3.2 ROOF POWER PLAN © P;i`nQs, ltliod Pitts and Caisacns DEFERRED '��°„�,�, WC-V4 z • � CJIAPACT 47 A3.1 BUILDING ELEVATIONS E6.0 ONE-LINE DIAGRAM _ CARPOOL./VANP;)OL 5 A4.1 WALL SECTIONS E6.I ELECTRICAL SCHEDULES St"ottra•, Mm Ah il+thr ..__. # HANDICAP 4 A4.2 WALL SECTIONS K speC`8[ radttt�,Exgvation ark i iilinp i lkdm -' Date 19 December ZO{�:, Drawn b% Checked b% TOTAL SPACES PROVIDED 94 94 MIN./118 MAX. A4.3 W&11_ SECTIONS O gmtak,.G frtraigrstmis Tuvecd A4.., STAOR AND ELEVATOR SECTIONS Othfx fns s TMMEsq%ow%s DAV/MRW WEI`I D A5.1 WALL TYPES AND DETAILS L P V DrlrrMO A5.2 DETAILS JL / Job Number, 101100.04 BlCYCLF PARKING 18 t8 A5.3 DETAILS Z74I A5.4 DETAILS - - sheet A6.3 INTERIOR ELEVATIONS AND DETAILS a g Permit Submittal -- December 2005 A0. 1 .. 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LEGEND n T--t.. t # / 4' f { •- t --yep t -f- v/ -� 11 r' - T n T Y ► -'i t 1 4 l - -`� _�N.�UR - F`tVT INIERvA4.S 0 r _ EXISTING CONTOUR - 5 FOOT INTERVALS C ' M(_DRFN DESIGN GROUP, P.C. 02 -- NEW CONTOUR - t FOOT INTERVALS � \ Ch1C_'t,I 1 f t00 NEW CONTOUR - 5 FOOT ERVALS ` c _ SW 67TH AVENUE I CB CATCH BASIN RIM ELEVATION =100. y- ' 316.508W 100-00SPOTELEVATION 1f �334 53 3 �~ _ i`�� 321,000W /' 3.19.00TW \ /RIM=100.00 CHOLE RISA ELEVATION 3 3 3 &254 ��qq2�`r 318'OOBW j 316.50BW i - T.M. RIPPLY 316.10 TC (E) EXISTING / / _-- `` i - - - /\�• 315.60 G - L -1 -- - 4& - 315.41 G 16.50TW ® CATCH BASIN 332.00TW - _.. _ O _ 322.00BW r 89T ! - :, _-- r - WATER MANAGEMENT O MANHOLE 6. OBW -.35.88T►µ-� _�_�3.90 _ - - ---- - WA(E LITY VAULT --- _ F- �� 318.SOt3W -_ '�_-- - B�W�� 315.t TC LLL r __3 0 R - 31 4�-{E _---- __ 315.05 TC 315.50 TC ��s-__ 3/S 15. 7 G Lil r TW TOP OF WALL 4. 0 316.15 G - 0 314.25 -- -G 315.40 - 3-15.00 G 320.1 TC ACCE MH 4 312.75 TIC `� 314.85 TC - I BIN FINISH GRADE AT BOTTOM OF WALL 320 T 19.6 RIM 5.85 314.75 TC 3� 312.25 G 314 314.35 G 35.9 31 .35 TC 14. 313.35 TC 314.30 TC 3 5.85 G 313.70 13.60 312.85 G �t'1's6� 313.BO GG Z TC TOP OF CURB 3 90 313.6 TC O W 15504 314.00 TC 31,3 313.510 GUTTER -- - 318 317.9 TG 316 14.70 TC i 313x50_ G p R!M / z OREGON ' 14.20 G � - ON OL K J •\ _ 317.4 G 313 90 + I 19. 0 \ - -- - l 31 .0 TC 313190 T __-�--_- ,. RIM 314.0 15 TC r' 1 �-� RIM 312.20 r . 1 65 313140 G 1 31285 TC 314.15 TC 3 r ;•:' f 4.00 TC 312.35 G �- 1 M 313.25 G 1 NOTES _1 313-50 - f 315 �, I T 33.90T ` 13.4UZC T r: 330.00TW .4 ` 314.00 ' �' 3y�"-'�-� '-"--• 313.16 TC t. ALL WORK SHALL CONFORM TO THE REQUIRE►AEN 5 OF THE JURISDICTION AN 321.008W 1 ' 3 80 T i � ( I \ ` - THE PROJECT SPECIFICATIONS. 313.00 TC 312.60 3t 3 70 313.04 313 76 TC T T ------ 313. 2. THE CONTRACTOR SHALL HAVE A FULL SES OF THE CURRENT APPROVE CB 312.50 G TG/G 3'3.60 T_C 213 9 CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL f 5 T B 3t 3.20 - 314.20 313.50 312.70 313.10 G T, TIMES. G 313.90 3t' 75 313.10 313.25 /` 3tt.25THE CONTRACTCF; 3 BUSINESS DAYS oGRLTONANY EXCAVATION. B UTILITYNOTIFICATION 43 000 332 23 . R 1 \ 31�e0 4. THE CONTRA.CTCG 5 RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES 1 I 1 I AS GAS, TELEPn',NE• POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCA' ' ' I 318.9 TIC \ 31� 317.30 TC I i 1 WITH ENGINEER. I 1 .45 G . ; 16.80 G 314.75 =' Il- ! L5 I ` THE CON71RACTJP SHAD KEEP THE ENGINEE'P ANC JURISDICTION INFORMED OF CONSTRUCTION PRr RE c SE c c 315.70 C FF 314.40 INTERvALS. --DUR NOTICE O IS RIEn?TKE SITE GB.�RVATION AT REQUIR_D J 315.20 G , CG "NS BASED ON SFE«ABED BY COFFMAN EXCAVATION. I 315. TC 1 6. EXISTING N_1 S R'✓E 314.70 �316�.60 7. FINISH GRALES ARE TG BE BROl *;'-N C.GB F7 IN 10 FT OF THE 318 19.10 TC \ 316.75 / ! - �. o ` 321.5 TC�`. 60 G GRADES SHOWN AT SUBGRADE AND TC W'�N 3 R IN 10 FT AT PNISH 1 319.20 / -Al _ GRADE. CCNTRACTOP ?0 ALLOW FOR P,ACEME'V' G= REOUIRED TOPSOIL IN RGJGH n•,�rttr 325.00TW r 32 0 T 3,18,70 G \ 316.50 f 20. G � _ -- _ • GRADING. p "� Pacific y 322.00BW r 3 319.45 / I - - _ - 318.95 G / 31 TC 316.25 ! 30g - uo' e. GRADE, WHICH NOCLUDES SuBGRADIE 5✓_ GN PSSIL. SOIL p AMENDVE'•__ 3 55 TC, ` 316. / AND RUNOFF PROTECTION. CONTRA''CR S "ESRCNSIBLE ?0 COORD N..TE 316.75 309.50 30 'v �T - Pl�nl)el t l�` 324.00TIrV 1 1• 31 30 TC o' GRADING WITH BOTH EXCAVATOR AN,: LrtiCS:APE CON - 321.5 \ t G ' 309.25 _ 307.6 T----- _ y, _ 319• \ _� / A ` REVISED EX:S?tiG "P_ADES BASED ON 70POGRAPHIC SURA.- BY ITEC ENGINES=S 22.00BW 317.70 -- / � -- r _ ENO IYA�L -- T �• • . , 317,75 _ \ 318.96 GC 311.69 G \ \ 45+00 46+00 47+00 48+00 49+00 \ �' S0 - - - - - - - - . O SW 68TH AVENUE Tigard - --- - -- - - --- - -- --- I _ - Triangle � � COnIIZI(�I1� - Building F( 1Ul• v GRADING PLAN EXISTING DRIVEWAY - l'icard. Ulre.'n MATCH WIDTH do GRADE SCALE r - W - A r - I R/W LINE SEE NOTt ----- 313.90 8. 2>• SEE NOTE 4 SIDEWALK 315.20 313.95 313.40TC 313.70TC 316.75 314.95 14. 312.90G- 31 .20G 314.00TC 13.60TC 313.85TC - �- 313.65 313.1 OG 313.35G 313.5OG 313.80TC SEE BL111C�111g F()L1I ;15.40 313.206 313.306 4' NOTE 3 LANDSCAPE G I-a d i n a P l a i l 14.95 313.46 3ta.75 I 3�13.t`_� 313.70TC � SEE NOTE � WELL -� _ 313.65TC 315.75 J 313.15G ° ° A I 315.75 1314,35. .\, _ 313.15 - - TC 6' 30' MAX 6' 10' MIN 3!5.50 313.75 _ PLAN �! / 14.,Z0 313.70 -- - q 313.90 R/M i,` TOW ;;,{' tb PROJECTED OR 314.85 314.30 14.2 I I 13.6 w I I i ' OF CURB 276 MAX 7Z ---- -- - 0 31420 �= o -- --- ---� T 2•A � 313.2531305 r l O -A1a _,0 71 312.93TC (E) ._-- -i- - I�oislons 315.29TC E 314.20 6" X 6" 10 GA MESH Al 23 Starch 2i li It� 3t2.a3G (E) `�- SEE NOTE NO. 4 Addendum i � 314.796 (E) 14.21 TC E _• _ ._ 314.74TC E 313.71G (E) 313.48TC E 0 314.246 (E) 314.02TC E 313.66TC E 312.98G (E) 2" OF AGGREGATE 313.52G (E) 313.16G (E) SEC 1 IyN A-A (3/4"-0') COMPACTED 0 3t 4.56TC E - 314.06G (E) �. 314.40_� NOTES: : - - - -- 1 CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3300 PSI AFTER 28 DAYS. l SW 68th 2 ��'al'1�;p 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. C!A SCALE r v SCALE T to' 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. q;anr DtSIGk w.P.C. 200+, ALL u 'NESE wRANU1C5 utE *wE PROPCR••OF c 40T TO K DESIGN ate'+ ie�C. Al a ? MANNEA, EXCEPT Il THE PRIOR 111 PERM154fON OF M1LDREN DESIGN GROUP. P C. t� ,,,,o,, NO SCALr - Date 06 March 21106 `° �' E,a�EE1aNc OEPV1TM171T _ STANDARD DRIVEWAY oma. No. Drawn by: Checked I,> + Its sw JEC hJh w/LANDSCAPE S � IPS I Owl"? MODIFIED - Job ;Number: 101100.04 r3' Wvoway Dotal Sheet (T o�- 10 `� A 1 �� NTS •. C2.0 --�-- � Bid Set - March 2006 TM P11od Ift MG ' .. .-_--... ._. ,..,..wl...... -...-... ... _"_-_. ..--._�........_.._._._ _- .w._-....-.._..-....-�._.._+.s�-.nl�.www-_-•-1•TM..1�..^.`+I"•�!^_..-.'.•www:w,.. .. _. _ - _. __.. __.-_..-___.-....-._,.. _ _ ..... fn ... ....... ... .......... IA _ .... _.. -^�!.i"C4pi.w- ._.:, _.... r.n. .... ... ..- .� �+YW4WMWMW.W th...:WWw :.. _AL4}'M.•" :� r CIT - LEOWRY STRIP � � a 5� ,. _ I�ulhlllluu uml �,�„ „ , : ;: I • ,:: :: ` so. !� ^ 12 13 14 g I le 19 20 21 2; 2.3 ?4 25 28 2 i 28 29 30 1 011 30X 0'r lit �I 7r .' yt F _ _ ----.�- - I- - - LEGEND ER 0 t `l 1 1 �- rt T -71 H. aid kask � `�--- -- -- - - --- --- - -__--- f, � -.,. ..- _------- -`_ I � -� NEW �.. EXISTING MILDREN DESIGN GROUP, P.C. ! SANITARY SEWER LINE ----__.___ ._...SS 17+00 16+00 110 14+00 13+O6 STORM SEWER LINE �Iiulrlt�.lul�I FIRE WATER LINE 76 ll x.11. lir�el tall, �ulic I:' DOMESTIC WATER LINE W I ival li. OI rvr In 11722a TELEPHONE LINE -T �\ �- •r. .-(0 244 I . = ELECTRIC LINE E I I;j 244 NATURAL GAS LINE GOWN - I CATCH BASIN ELEVATIONS CB RIM� 100.00 -RETAINING WALL DRAIN _ � � �_ IE 97.00 M H_ - .. MANHOLE ELEVATIONS I .M. _----•- "' DESIGN BUILD WALL CONTRACTOR TO COORDINATE WITH GEOTECHNICAL ENGINEER ` \ RIM 100.00 � '` IE 97.00 �•r�,,l L.rL�U F�( I�I I ItS 7h5U SW Beveland.SWI,•Ilk "aaa-011 EXISTING (E) Tigard.Orcgono'721211 DOWNSPOUT o DS Phone IsoTl w�.irwwr fax 003r.w1-»iln __ � ��. $ • STORMWATER MANAGEMENT CLEANOUT •CO LE 250LF, 6' DIA. DETENTION PIPE 1 `� FREHOHYDRANT AFH / IE 304.00 WATER QUALITY-VAULT' IE INa303,95 \�- IE OUT-301.65 1 CATCH BASIN ■ 6" O 179L DOUBLE DETECTOR CHECK VALVE ®DDCV ( ACCESS MH 12" O 1X IE= 0.1 v WATER METER - RIM 317.30 I � ®wM IE 304.00 12" O .3X BACK FLOW PREVENTOR MBF �4Q�0 P R 0 _ WATER VALVE aWV ���G I NF"'LJ17 le� _ w 15504 t ka 6" O 35.57 - 31 6" O 5.27 " �- IE 306.75 ,% 6" O 10.4% EIM311 1 5 i 6 O 11.1% - -- w� \ " (TYPICAL) i �� I�V�S IE 314.00 6 O 10.47 CB /~ CONTROL . ONT 1O4 00 H / - G / \ RIM 312.40 � - �Rl KORO 1 IE OUT-304,00 -' IE=310.65 f_ 14 G I I 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EXPIRES: 6/30/07 _ EDITION OF THE UNIFORM PLUMBING CODE, UNIFORM BUILDING CODE, AND RETAINING WALL DRAIN - _ THE UNIFORM FIRE CODE. WORK SHALL ALSO CONFORM TO THE IE t 18.00 I STANDARDS OF THE CITY OF TIGARD AND TO PROJECT SPECIFICATIONS. DESIGN BUILD WALL CONTRACTOR TO - 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED COORDINATE WITH GEOTECHNICAL ENGINEER Ij _ ,i RD CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT CB ! IE=310.50 (TYP) J 6" O 10.4X 91 _ ALL TIMES. 'RIM=313.20 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER, IE=311.20 2O" D.I. BUILDING I " DOMESTIC SERVICE 3 BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 800 332- 344. 6 PERF PIPE IN GEOTECHINCAL ; I FABRIC SOCK, SEE GEOTECHNICAL 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES 1 RECOMENDATION SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM I 1 00 .� - - �I VAULT LOCATIONS WITH ENGINEER, A" DOMESTIC WATER SERVICE %I 1 I ± 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED AND 2 AER METS ' OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS, 24-HOUR NOTICE IS REQUIRED. 6. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, 6" SANITARY SEWER BEND, FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. SERVICE LATERAL -�� I I I IE VICE 7. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH UPC CHAPTER SEVEN, SECTION 707 AND SECTION 719. NOT ALL REQUIRED CLEAN OUTS ARE SHOWN. I - 6" DCDV INSIDE BUILDING I 8. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY Pacif is NVV SURVEY PREPARED BY WRG DESIGN DATED AUGUST 26, 2002. 9. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. PLO�ei L lei rs / NOTIFY ENGINEER OF VARIATIONS IN CONDITIONS SHOWN ON THE PLANS. POINTS OF CONNECTION TO EXISTING UTILITIES AND LOCATIONS WHERE NEW UTILITIES WILL CROSS EXISTING UTILITIES SHALL BE VERIFIED BY POTHOLLING PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. IT IS THE _ _ CONTRACTORS RESPONSIBILITY TO SCHEDULE POTHOLLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME EXISTS TO PREPARE C) - MODIFIED DESIGNS AND HAVE THE MCDIFICATIONS APPROVED BY THE - _ JURISDICTION WITHOUT IMPACTING THE PROJECT SCHEDULE 600 SW 1U.) II 10. STORM DRAIN FITTINGS ARE TO BE CONCENTRIC. Bearert�ln. -- -- - - - - - - - ��� - - - � �•f - ------- 11. SITE RUNOFF HAS BEEN QUANTIF*IED USING RATIONAL METHOD ANALYSIS. \ PIPE SIZING IS BASED ON MANNING•S FORMULA WITH N=0.013 IF THE CONTRACTOR DESIRES TO SUBSTITUTE MATERIAL WITH A DIFFERENT N-VALUE 45+00 46+00 47+00 �:8+00 49+00 \ \ �J 050 - - - - - -_ - - - REVISION OF CALCULATIONS vwll.L 6E NECESSARY THE CONTRACTOR MAY - f CONTACT THE ENGINEER FOR THE REVISIONS. 12. PROVIDE DRAINAGE FROM WATER METER, AND CHECK VALVE VAULTS AS REQUIRED BY THE JURISDICTION. PROVIDE 1/2HP PUMP WITH DISCHARGE TO HEALTH DEPARTMENT APPROVED LOCATION. PROVIDE CONDUIT, WIRE, 1'nlJerL AND CONTROLS TO BUILDING EQUIPMENT ROOM. t I Tigard '13. D ND E ESTIC BUILDINGT SHALL ER EBEA INSTALLED BY AND �LICENSED PLUMBER BETWEEN THE EEMPLOYED R METER HBY - < A JCENSED PLUMBING CONTRACTOR. Triangle Tangle 14. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF _ MATERIALS APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT C O I11 Ill O n I EDITION OF THE UPC. R f 15. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE U l.1 1 1d i ng Four APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES NORTH / PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND lith and Uartnio uth � •'/ OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP, 1�Ieard, Oreelln UTLnry kk' 16. INLETS AND OUTLETS TO ON-SITE MANHOLES SHALL HAVE FLEXIBLE SCALE T - 20' f CONNECTION NO CLOSER THAN 12" AND NO FARTHER THAN 36" FROM THE MANHOLE. ' •. 17. MANHOLES SHALL HAVE SMOOTH, UNIFORM WATERWAY WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET PER THE OREGON - ro, PLUMBING SPECIALTY CODE. \e Sheet I'Itlu. Bu11d1ng Four site Utdo Plan r . V ' 1- MILDREN DESIGN GRQP, P.C., 2004. ALL - RIGHTS RESERVED 0 THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILOREN DESIGN GROUP, P.C. Date: _ 14 December, 2005 Drawn by: Checked by: JEC KA Job Number: 101100.04 Sheet 3 Of Cfj C� - M RR�Y P.*ct No.30 Permit uubmittal December 2005 .. +rMl�+d+• . . .,... - Cm 1u1i1iiilll!I 'ill r i , .._ - tt�Yy vrvr- s - '�- ,!; l � 3 'J I�„ I �Illli !i li II,II'U�Illlin' x LEGIBILITY STRIP of IO�n.,rro 4 10 I I 12 13 14 IF I ? ifs iQ [_i 23 �1 30X No 1 (39 r k 1 1 I I , I, I I, as ;r h' wA.iQ4, i 1` .r r 4 �y STANOARO 48• FAT TOP STANOARG MANHOLE FAAME AND C STANDARD MANHOLE RIM 314 00 ► COVER Rim 31744 '� Mf'..:4L:!'•: DESIGN ROUP: P.C. 'R AME AND RCtiITTEI:U Q E • zF'.a�-E ?i.?1`.�.�- --- Orel ori PRECAST FLAT TOP \ 48• DIAWTER RISER 48' D AWETER R;SER I 3r� 96• FLA!' TOP MATH / 48. OPENING y5' FLAT TOP MATH TOP ELEv � 311 00 �"— 48' OPENING ! TOP ELEV 311-00 T.M. RIPPED• 12• NrOcRI ZONrTtAL /��• -_-_ -_c T - _ - - -- - - OR1FttE OVErtr L� ! '-'�� - - _, - _ w r 309 50 / �,�. T.}a•f .,�r . 2 6• VfRTIC INLET TYPICAL - - 96• PRECAST CONCRETE 0R 307 00 �A _ AL MAW STEPS ' 230LF 6' DIAMETER DETENTION RIPE 0. 23OLF 6 04AAfETER NTENTION PIPE • STEPS _:•b I�:i ��• 9 1 CLEANOUT! =` — SHEAR ; ATE • � .} IE OUT 304.00 r IN 304.00 1 9 !X `e- 1.7• HORIZONTAL \__ CRUSHED AGGR£ ,A-E 8AS:_ 6' OF t• D � ACCESS !► A,� � DE FLOW CONTROL. �1�� �MAi •A — - — — - ----- --- - _ - - -- - Pacific \`\- STcK,. ��s'• = _ -:.... _,J ,.fw awc.CotS w,&X' =�_-A PI�O e I t le. s: "l- J41tT'tC:•;�"� -C .•�""" iAT -vC 5CLw-aeAl'MYCa. 5TAPCAFO OVAL:fc+A�hG 5- 5+I1wMtnd *A-kCER s \ _ a--zc•a �- - :�'-a:CC� +. V�.k!AA"J�t REOI:'F 1 TC 8e ON SiTs PJ06 OR Al CA'A MAS 4f'--- AC.-Ca+NCt wr*!ASTw cas'r ANr3 CC54 :.�t'A._�A*�row�t��-4 ,t;�, N-fi►,- rs,�• ;I#tUST �0C?c * D J I \ -,': -: A. _���'��Cti .5 AMC CC TCK :f ="�3A:: lRL`vMri.SeQohN C�v'F.'L�-'_ CN 5-��'Jat�vrn.G pBAC?(FL_;1Y QEVtCE ! FLANGE CCKiP1.lNG - - A ���t��AOC A:.:-���TO Wf- •.A��o.1-20ria�RAPING RETAtN£R GtrANO ADAP-OR 5;5TCiCVM'M Ft0_1R-2.3 PST Of DROF' WOLU TO OLDIE►- f'`.55 5 A r L,,A&.P. :C+��. 5►ar — — - C '�T Aoc Ot!'_r"P'MY TO ae 5rwr=: 9"®iGmm AUD P�tOe4 5,COM'wh '- °�'.^.J75T 5 wrn t—ClIt COK=OPOONW OR FhOC MT5 AT PLET AND OLr L T XCLAT'C� - o. 7Z vmcvx a Lgtaw/IR Ck:I�A�POR SRI AG,M5E5- W A 5►'AtY�R 5''5_0_V:5 Rt`00 VIC --M-� � y'R - sR -I.NS — Q� 12 1►N1� -, -_w 81 AIm-ft ctrATCk 5h1AST TO 5e 5reC r W s+'D CI*M AVC MtC.I=C` ,.,'n-9�C :+�. `•Fx�`: 1A.�A "'0 se�c--•. +.G 40 ❑ 5C*` -rs5 TMe SIRS CT R>= • VCGA F'LG FIRE DEPARTMENT a A,...= -.Q�.F'--�_'<•= �'.'r'a :�..1.�4�lU4h"�.�.,`.Ce �m-.0 -p!!wA`Cr4 A.hC%tJ%s'%A%C1t soot-%f5 .'w vC�_ 6-r--_ tdI"�^-,ly OR EOUAL �_ C.ONNEC.TION - T A AT T411z �:F vI: :��.fe G' x & pRFCA5" 6 M%N -� OC�Oh -- _ -- 5TC)RA'FI;.TFrP, DA-A OSHA APPROVED LADDER 2 �-ae..r_-_F ^ ',= NATI-I ALUNINUM LADDER wA7V a-.•�^ F� o}n Z'!, EXTENSION By UTIUtr - - VAULT ' _ — �CN�J TRACTOR TO SEAL A-- OPENINGS _ - ----- aA�. PLAN OOPENINGS ^N VAULT MATH 'Q^Cr -_:a >�-! ' - NON SHRINo. GROUT PRIOR - �- ?AytiFI,LLlNG s� �A-A • u.+''v:A. :�4ArF'•_� 3• MIN. 6• MAX �lC:-iI�� • _ ti:Y- "'� • N:13 w: -a_'C c i F DR AjN TO C v r� �^ - GROUND UNE �— DAYLIGHT7n� Q rr�RM:I_'E? - PLAN VIEW411 0 ! f xxc xrz 1 i - ,�►--- - 3• MIN CLEARANCE oninion i 3N OPENED MEGA FLG OR EQUAL OSdcY L'ALVE Build1I1O Four `�iV1Ae AP.O MJ4W'f{AD ~� IlkA - - SECTION VIEW a '`''�°.._ r ...� T:glran(,D o= 6 x A STORMr ILT_R SEC IG E _ A_, 4 _- _ _- swc "s 2 CONTRACTOR TO INSTALL RODENT i CONCRETE BALLAST 3 CU. YD SCREEN -- MIN. WHERE FLOODING OR STANOON T 1 - 1­14H GROUNDWATER EXIST-�. (T1IP•) �/'� DRA,N TO DAYLIGHT CR ��` INSTALL SUMP PUMP _ -- Tr------ ---� CONTACT CITY Fes? r - II I ELEVATION PUMP SPECIFICATIONS ! A.�.. i 24 WA Bulldincy Four � - 24• MAX FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO B: =u J Ite L tilit� I 1 { vtam VAULT aR •Eau. eAco �+� OF DEVICE 91E UT4 c C Wr ,O 0 c CA 'EQUAL -_J I • ES-*A 5^-tA h 5K pwpeQDR,A h —/ `5ef roCr�a 2) L---�--------- { 6 _ ff � �, a�-.A ,.-� Detail._ F' x 8' STORMFILTER - SECTION VIEW A *' = - 1 " _ 1 •csirfE,,r4Ea •VQO m Fou• -� `' 1' .• 3:�.;� 6 x 8_' STORMFILTEP - TOP VIEW _ ' '� v,: .•.!:�' rr S L?�.t'rL ,sw[.•t' �" hC 9_ALE - - � aro 6' 8' PRECAST S aRMFILTER v .' �cx.� -- DOUBLE CHECK DETECTOR �WQ W. 6' x 8' PRECAST STORMFILTER. >,>e.. .•.as 91"'®' •�' VALVE ASSEMBLY 533 PLAN AND SECTION VIEWS I/2 _ TOP VIEW AND SECTION VIEWS, NOTES AND DATA 2/2 "� r""�" "" QT11 Of tr.AAD ,'� 7IF J" STANDARD DETAIL STANDARD DETAIL ■A M A t R IV E M T I M @- CA DRAWN BT DRA WING FK1 MAW: , f A X A A E N[. T !R o. DA'E DRAWN BY: DRPAMI0hi FRE M"f � - - --- - �� 900 -- DS .,S 05 _ Mew - Ss60A-PC-DTL DM"G _ = __- 15 t x.WSS74 OF 11;}„7? ♦ :seir'7= ;IWI.r a_ d' Date 14 December. �ti DraAn b%- Checf.at. i JEC h.1h 1 k� 0 ��. . tuber: l0 t t She'°t C3. 1 y TM Hppfy PI pMe!W 3M Permit Submittal -- December 2005 - .: -. .._.,......._.. --.___..-.-.:.,._..-..-'_..._. __.... _...._._-...,-..---.,..,,..,._.._-,,.x+ww.:.wro.r.nw,...me..=a tlus�nnr.,'.-.a.-s...;ai...ypr..::r.. -,._r-:o�nr'..._,.., ,�wtsur•.uweeMo- : Y. M...wM1eMr,rn.....-..=pMF:,. r�+r•,: ...»-....._..�...-...w..... .-.-..........-..• ., ... , Loom a 9 e'_ a 22 23 24 25 2e 2- 29 i9 3' ox .. rJIl , . .. .. m 'G f st �: U� Y � 4' a 4 i i MILDREN DESIGN GROUP, P.C. ARC:HrUC"ILIKE • SPACE PI 7650 SN'. Bei eland.Suite i211 F igard,Oregon 97223-x(;'),% Voice: 503-244-0552 Fav 503-244-0417 TAI. R1F'!'LY CW,� . .I'„ ; ;%I RS W40 SW BeNel Old.5wm I+ri EROSION CONTROL PLAN GENERAL NOTES Thunehongigar •LtnB�y'==T ISo7i.+.i LI'M u FAA i 50?i 411;'111 1) THE IMPLEMENTATION OF THESE EROSION / SEDIMENTATION CONTROL PLANS (ESC) AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION / LANDSCAPING IS ESTABLISHED. 2) THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE t FIELD PRIOR TO CONSTRUCTION DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE fA FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THECONTRACTOR FOR THE DURATION OF CONSTRUCTION.3) THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT—LADEN RE y'>- WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS.36TER F RRIC a)MATERIAL 25,THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SIZE • qRL h�p__-•; CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED F SITE.EXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT—LADEN WATER. DOES NOT [EXPIRES: 6r'3O LEAVE - FOAM J) THE ESC NECESSARY IILTIE S SHE THE R INSPECTED CONT CUED DAILY UNCTBION HE CONTRACTOR AND MAINTAINED AS w N ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF TWICE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT ---- -- - EXPANSION ORESTRAINT ` DUMP STRAPS OR BETTER�OROSTS. (STANDARD 2 EACH6) AT NO TIME SHALL MORE THAN NINE INCHES OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A s. 2" FLAT WASHERS) ALTERNATE: STEEL FENCE TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO j POSTS. PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM ip SYSTEM. kI 1 6'-0" MAXIMUM SPACING NOTES: 7) STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION 1. BURY BOTTOM OF FILTER FABRIC AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REOUIRED TO ?' 12' MINIMUM VERTICALLY BELOW FINISHED GRADE. INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 2. 2" X 2" FIR, PINE OR STEEL FENCE POSTS. 8) ADDITIONAL EROSION CONTROL MEASURES SUCH AS TEMPORARY VEGETATIVE COVER, STRAW INSTALLATION DETAIL BAG DETAIL FRONT VIEW 3. STITCHED LOOPS TO BE INSTALLED MULCH, EROSION BLANKETS PL PLASTIC SHEETING MAY BE NEEDED THE PERMANENT SURFACING AND LANDSCAPE PLANTING ARE NOT IN PLACE BY TAE BEGINNING OF THE RAINY SEASON. UPHILL SIDE OF SLOPE. 4. COMPACT ALL AREAS OF FILTER FABRIC 9) WATER TRUCK WASHING OF PAVED SURFACES IS NOT ALLOWED. CLEANING OF PAVED SURFACES TRENCH. TO BE DONE BY VACUUM SWEEPERS ONLY. 0%%tier SEDIMENT FENCE CONSTRUCTION NOTES Pacif is 1) SELECTION OF FILTER FABRIC TENSLE AND BuP,T NC, ` ;;LNGTH DEPENDS ON THE SLOPE Propert1e.S CHARACTERISTICS. THE USE OF STANDARD OR HEAVY DUTY FILTER FABRIC SHALL MEET DESIGN STANDARDS. SYNTHETIC FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 DEGREES TO 120 DEGREES. SELECTION SHALL BE BASED ON STANDARD ENGINEERING PRINCIPLES FOR DESIGN. 11" REBAR FOR BAG ,, ---ANGLE BOTH ENDS OF FILTER FABRIC FILTER FABRIC MATERIAL 2) STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED REMOVAL FROM INLET FENCE TO ASSURE SOIL IS TRAPPED LOOPS FOR 2" X 2" POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE 6610 SN' lU3th :\.e.. Suite 1717, / �--- USE STITCHED LOOPS OVER UP—HILL SIDE OF THE SLOPED AREA, WITH POSTS SPACED A MAXIMUM OF 6 FEET APART Bea%ertl-nI,Orep to / 2" X 2" POSTS � 1 3) FILTER FABRIC FENCE SHALL HAVE A MINIb!UM VERTICAL BURIAL OF 6 INCHES. ALL F AM c N EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE FIRMLY REDEPOSITED ALONG THE ENTIRE TRENCHED AREA ON THE UPHILL SIDE OF THE FENCE. DUMP STRAP a 4) THE PHYSICAL INTEGRITY OF ALL MATERIALS SHALL BE SUFFICIENT TO MEET THE M Tamar REQUIREMENTS OF THEIR INTENDED USE AND WITHSTAND NORMAL WEAR AND TEAR. 1" REBAR FOR BAG � 5) WHERE PRACTICAL THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL TO REMOVAL FROM INLET— COMPACTED NATIVE SOIL THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, 2" X 2" POSTS SHALL BE INTERLOCKED WITH EACH OTHER AND BE ATTACHED SECURELY Prulrct I INTERLOCKED 2" X 2" POSTS T I cr a rd AND ATTACH F) SEDIMENT FENCES SHALL BE INSPECTED 8Y APPLICANT/C0NTP.ACT(1R IMMFpIATELY AFTER � EACH RAINFALL AND AT LEAST DAILY DURING PROLONGtb RAINFALL ANY` REQUIRED REPAIRS, RELOCATIONS OR ADDITIONS SHALL BE MADE IMMEDIATELY. SILTSACK� Triangle EQUAL TOP VIEW SIDE VIEW 7) AT NO TIME SHALL MORE THAN 10 INCH DEPTH OF SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD BE REMOVED OR REGRADED INTO SLOPES, C on l 11l O I1 AND THE SEDIMENT FENCES REPAIRED AND REESTABLISHED AS NEEDED. Building Fourr 66th and Dartmouth FENCE Tigard, Greg+,n - MAY BE USED SHORT TERM WITH G4. SALE V2' t—�_ UTILITY WORK AND WITH PHASING ' \ OF DEVELOPMENT Sheet Title FLOW _ I I L= Emsion Conti r � i �l Details §0. CATC H BASIN AREA DRAIN ::7] FL, P -n P -- DITCH BOTTOM 2`_+• MIN _ RADIUS 1 CATCH BASV BERT' BAG ! ril G4. NOT TO SCALE e"-2' QIIARRr SPALLS 6" MIN. �. DEFTH ' ��� FLOW PROVIDE FULL WIDTH -_ SOF INGRESS/EGRESS AREA 6" OVERLAP OF BAGS DITCH INLET I 3 OTES QRAVM CONSTRUCTION Elf T RANCE . p �— 1. ADG,TIONAL MEASURES MUST B G4. NOT TO BCAtX PLAN VIEW COI1SIOEREO DEPENDING ON SOIL TYPES. 2. BIOFILTER BAGS SHOULD BE STAKED Tr WHERE APPLICABLE USING (2) 1-X2- WOODEN "X2"WOODEN STAKES OR APPROVED EQUAL MILDREN DESIGN GR P, PC.. 2004, ALL PER BAG. RIGHTS RESERVED x THESE DRAWRIOS ARE THE PROPERTY OF 7rAND ARE NOT TO BE USED OR REPRODUCED IN ANY E PERMISSION CF MILDREN DESIGN GROUP, P.0 c MANNER, EXCEPT WITH THE PRIOR WRITTEN MILDREN DESIGN GROUP. .C.. i Date: 14 December, 2005 Drawn by: Checked by: KJK -- -- Job Number: 101 100.04 Sheet 5 of �p C4. 1 Permit Submittal - December 200 L1:f31811 ITY!<.RIP r,� 111 I,I fit} tti1 111i itll�llil a ��U IM►i y�ll� lulls I� I ��� . IIIIt1,II; 1h, t �+ UI Itb III Itll I d 1 �-�. �+, �,,,' 1 T fi L (1fR"i Cn 3 I". IB 1 , Ig I�C� 20 21 27 e!3 24 ?g ^ri ? 30X 0a W15 Yl l t 1 Cal � IA� 1 1• .,w ,t - r } Y. I I 1 - r �I ° ° ° \\ MILDREN DESIGN GROUP, P.C. \� � . '� � CONIC. nRctm'erruKF srnct- I'I A%'�I\,, � il� - 7650 S.W. Bevelan"' c . _ I Tigard, iceD•. 5(g131L44L�551' I- •• °TT _______._ ---- — tax.o0.j-�44- 411 ° ° — ° ll _ _ A- S ° SW' 6i 1H, A VENUE ENVIRONMENTAL DES GN 813 SW AIr]er,Mezzanine B - -w P 5 Portland,O 9 2 — PH Fi03r222 1839 O FX'503 222 1853 o M!clinf! n'HRU J' 044E ARS` �j ROOT BARRIER - TYP �� � I JL + PROVIDE (2) Vx1'x2' DEEP GRAVEL ' SUMP AT DOWNSPOUT LOCATIONS h ! _ e i i owner. Pacific NW - - . : . --- - Properties r - iL -4 I - { 6600 SW 105th Ave..Siutr l 7; _ I Beaverton,Oregon 9700 * TF __— ,T F'r0)ect: Tigard TREE GRATE - TYP. FAIRWEATHER SLC48 — Triang e Commons - Building Four 68th and Dartmout►, Tigard,Oregon PlantinaPlan _ 0 5 10 20 40 LEGEND Sheet "rltlr. Planting 7 203 ® - --51 Miscanthus sinensis 'Pur urascens' - Maiden Grass ------ Acer circinatum - Vine Maple Q ----- Myrica californll:,a - Pacific Waxmyrtle p Plan 8' B&B, Well branched, 3 stem min. at base 5 gal. cont., Full plants, Space as shown 1 gal. cont., Full plants, Space as shown 13 64 -70 Miscanthus sinensis 'Sarabande' - Maiden Grass 13 Q - -- Ribes sanguineum - Red Currant V - Cornus 'Eddie's White Wonder' - Dogwood 3-1/2" cal.. B&B, Well branched, Headed at 4' 3 gal. cunt., Full plants, Space as shown 1 gal. cont., Full plants, Space as shown 27 fffFHffEEffl 21 Rosa v. meikrotal - Scarlet Meidiland Rose -- Pennisetum alopecuroides 'Moudry' - Fountain Grass - Pyrus calleryana 'Redspire' - Redspire Pear 1 al. cont., Full plants, 2' o.c. 3 gal. cont-, Full plants, Space as shown 9 P 3-1/2" cal., B&B, Well branched, Headed at 8' _ 6 Rhododendron 'Taurus' - Rhododendron --- — Imperata cylindrica 'Rubra' - .Japanese Blood Grass 0 29 Quercus rubra - Red Oak 24" B&B, Full plants, Spare as shown 1 gal. cont.. Full plants, 18" o.c. 4" cal., B&B, Well branched, Headed at 8' ,• +0 - ; Rhododendron 'Gomer Waterer' - Rhododendron -- Walsteinia fragaroides - Barren Strawberry —-- - -- a 30 24" B&B. Full cants, Space as shown 4" pots, Full plants, 18" o.c. - Calocedrus decurrens - Incense Cedar P P 6' B&B (3" cal.), Full trees. Branched to ground 19 --- Sarcococca hookeriana-humilus - Sarcococca / ©- �-�hododendron 'Chionoides' - Rhododendron I ♦ 10 Existinng Trees to Remain 21" B&B, Full plants, Space as shown 1 gal. cont., Full plants, 2' o.c. 0 93 Mahonia a. 'Compacta' - Compact Oregon Grape Carex elata 'Bowles Golden' - Golden Sedge 2 gal. cont., Full plants, Space as shown 1 gal. cont., Full plants, 2' o.c. 261 Parthenocissus trucus idata - Boston Iv O Corus sericea 'Kelseyi' - Dwarf Redtwig Dogwood 4--�- P y 1 gal. cont., Full plants, Space as shown 1 gal. staked, Full plants, Space as shown C1) - -1.5 Sarcococca ruscifolia -• Fragrant Sarcorj) ca •-- -- Campsis radicans 'Flava' - Trumpet Vine �•,_iPf N OESIGN CROUP. P f, :005, AC 3 gal. cont., Fu!t plants, Space as shown 1 gal, staked, Full E,!ants, Space as shown -'-= RESERIE° Q THESE DRAWINGS ARE TK PROPERTY OF MLLV" Il ON (OtOW. P.C., AND ARE 1177 4 Pyracantha x 'Mohave' - Mohave Pyracantha — Native Grasses and Sedges �T IS O TO BE �� � ��� � �Y MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILMFN DE3fON GROUP. P.R 5 gal. cont , Full plants, Space as shown Date: Note. Dra,vn by: Checked hy: 1. All new landscape areas to be irrigated by a fully automatic underground irrigation system. MEo 2. Place root barrier as shown on plan - DeepRoot Job Ntlrntxr: lot 100.04 UB 18-2, or approved equal Sheet fo �� �C, 3. Plant material quantities shown for reference only - verify. Permit Set - 09 December 2005 L 1 . l .:. �.,•i6•g,.,u , _ .a:..,<m>w. .:.•.:,:.c,.,. ..,,. :.. .anw:a.urwuwMMl - , 00 1111 NII IIN 1111 1111 IIII Illi!III IIII 1111 iIH III!IN! IIII Illi illi Illt 1!11 1111 Sail Illi IIII IIII II{I 1 11 rill III 1 IIIc IIII Illi 1111 111 tNl 1111 1111 illi 1;11 Itll HH IUI 1:11 IU, Jill U;, Ill, 1111 Illi IIII III+ IIII IIII 1111'IIH III r m I l l t l l l 1 I I � I b I I I I ( I I I I I r' I LEOISM.ITY sTRP n I I 1 1ltt 13 1 a to I I• I>➢ 20 1 a 3 24 b •r $• ze 30 I Q.m.1 till c a ' i pp 30X How 9 tot Ir t, � �' 1 1 1 i I I mss......... ;.,,.wk•'wpxgtpnv.t.�h;wps.,+M+�.�.r.�. Ili' rt. M' h �4� , y _N k, r I r f �.i r A NOTES: NOTE: INSTALL BAC.KF.1 OW PRE vENTOR PER COOF D I NTS OF PREVAILING JURISDICTIOr..,. 1.) LOCATION OF QUICK COUPLER WITHIN VALVE BOX 15a*�011�v FOR TOP M i �� , MRK REQUREME ,, C'• ' CLARIFICATION ONLY. INSTALL OFFSET FROM MAINLINE. � B - i hr_US4 IN TURF AREAS F'N,5"EG GRL:GE OR i I` luREN DESIGN GROUP, P.C. j 2.) eXACT FITTING REQUIREMENTS, COMPONENT SHAPES AND SEQUENCE TOp �!t/D i %RCHMEL-TURE - SPACE PLANM',t. GATE VALVE (LINE SIZE) — _ MAY DIFFER FROM THAT SIOUX _ S,EEE� M FOR MOUNTING / 7650 S.W. Beieland, l,t;te _ �— EACH SIDE o INSTROS. -_- FINISHED GRADE =_ _ _ Tigard.Oregon 9722:?_^C — --- SPECIFIED I - I I P BACKFLOW PREVENTION ASSEMBLY POP-UP .:55E^"B�` Voice: 503-244 CARSON 1130 GREEN BOX -- INST AL T AS WPECIFIE� LINE SIZE GATE VALVE I I r- Fax:5+:13-244-' 417 WITH C R VERI Y LOG TION IF POSSIBLE LOCATE QUICK COUPLER _Z - • • WITH 1130•P2L GREEN WITH VALVE IN BOX. INSTALL ASSEMBLY Iv I ITC ; ?OCKING COVER PER DETAIL AND ATTACH WITH I �I • ;I- ABOVE FINISHED GRADE I pIA. �'.0 p�puIT �p� p.v.C, SCHED. 80 NIPPLE I i li0 V. WI�IN;; ELECTRICAL SERVICE. 1,'2' GAL'✓. PIPE X 3' LONG•ATTAGi4 `=' --- SCHED. 40 P.Yr.. STREE- E_ ! v i r i d i a n �` TO RISER WITH TWO S.S. IRRIGATION BAND$ IST � — � SPECIFIED MAINLINE TO ZONES � _- 2;81A. pp.y��� IT � �I I I � SCHED. 40 P.V.G. T x ' W ✓EG. E— EN`JIRONMENTAL DESIGN. ACOINTRO�TOTBEYOND AMETEK STANDARD YAL!E BOX WITH GREEN CV LOCKING L,D r- /C. SC�EC. 80 r�irx�L� •'. •° UNION EACH SIDE EDGE OF BUILD z It _ _-_- - �I� _ -R' —- 813 SW Abe,,A4ezzarnne B _= BOX EXTENSION -- PROVIDE DRAIN HOLE IN CONDUIT 18' COIL. ;"F WIRE T , Pornand o.egon 91205 •° •° ►° — I I I Z SII r ^r —`A 1 ER►�� .�E PH 503.222 1639 T (TYPICAL.) cv AUTO. VALVE ,. • • • ► GL 2tD0 r„ FX 503 222 1853 SUPPOR BL • • • • ' • BRICK OR CONCRETE NOTES: - BLOCK ITYP.) ALL WIRES TO BE INSTALLED A$ PER �p !RR!GAT`otN LATERAL - ...... : SGHED. 40 E_?•Cw OR 'E= • - _OW t' - I ' /4' LOCAL CODE. I UNION, EACH SIDE OF VALVE it I 'f�-11 I l 'f h 8 M R 3 ROUND - --1_ a .. . -- WASHED GRAVEL ' b' MIN 3/4' ROUND WASHED GRAVEL - SCHED. 40 P.✓.'' c'RE=_ -- CONCRETE THRUST BLOCK 4' X 8' X Ib' CONCRETE - RRIGA''CN SUPPLY FROM METER B.. , 4 I-,AINLINE SCHED. 40 • 310 • CR CR TEE SWING JOINT — A KFLOW PREVENTION ASSEMBLY WALLMOUNT CONTROL VALVE I CONTROL VALVE ASSEMBLY ASSEMBLY FOR ROTOR HEADS B C r) _ _ _ _ _ _ IJGAL^ �oG 1 L- �� _� \ _ JBct Qn ! �� __ �, ���_ C� �. -- \ ��__ �� ��'�, n � tion I J - "PE AR - F'`, SUED GRADE - ---- -WISHED GRADE % BLACK 4' SNUG CAPS, MARK LOCATION e_ACK 4' SNUG CAPS _-- - 3' MIN. FROM EDGE OF TRENC«- .8 _OCKING MARKER, GAP TO REAP ACCURATELY ON RECORD DRAWINGS ' DRAIN VALVE '. PAVING OR FOOTING i 36 ; � =F v-✓ _-�_" / AARROUND OBS ERUCTIONSN•;-nAl Y \ AT LEAST INDICATED ` FINISH GRADE - - Z H 4' D 1 , 5CHE:;. 40 P.V .C. SLEEVE I I j ; LENGTH AS REQUIRED 4 DIA. SCI!Q-0. 40 P.V.C. SLEEVE / � 5PEC1FiED DRAIN VALVE (3/4') LENGTH AS REQUIRED - �r1�1= BRAc�S GATE VALVE (LINE SITE) E I� I SPECIFIED PIPE BACKFILL --- - IRRIGATION LATERAL OR MAIN LINE - Z I -- BRICK OR CONCRETE BLOCK } '� (-, 1�11 _ LATERAL LINE =0F RC:.., Sub-Glrc. r MAfNLINE Z a - MAINLINE 0"'-- -- - -_cE/=: C_•-..S i� v P.V.C. ELBOW I •. a I ice, ! j I - - .c- - c—✓-� BRICK OR CONCRETE BLOCK F - IRE � � `� -_I """" ----- — 2 CU.FT. SPECIFIED PEA GRAVEL PEA GRAVEL (BUNDLE i0' INTERVALS)I I • ;•' COMMON AND CONTROL W �.� ! Properties 12' MIN t MANUAL DRAIN VALVE ASSEMBLY � GATE VALVE ASSEMBLY TRENCHING IN PLANTING AREA IRRIGATION SLEEVES UNDER P .AVEMEN5 i -- __ \` . - �sctlon 6"/F _E "3 Section ' V I I © deg• I _ - ..,� � 'a�� o so. 1 NOTE: STAN TREE TE: `✓ _ < AS SPECIFIED 45 SPEC:= -- -FINISHED GRADE I �' FROM EDGE OF PAVING, !' T ' !W. AN :<'�.: _A\ �: Tigard s,RB OR BUILDING - H N---FLUSLAWN i - _- - _ Trian yle ' 2 DIAM. STAKES, A5 i ,..:• . 5'..+C= ,6= , - -- FIN!S+TED GRA DE OR j IFI AC14 TO TREE WITH - 'OP OF SCD SPEC ED. ATT r -^ CINCH TIES, NAIL TO STAKE. - Common TOP OF BARC `1ULCH SPECIFIED _- �- - �- ^.-- 7R`E _ SET CROWN OF ROOTBALL TREE -- �O� R�� Bim- QFour 10' ROUND VALVE BOX f' _- _ - 13 U l 1(�111 Ir AT FINISH GRADE - GRI- _ _• 6�th and Dartmouth POP-UP ASSEMBLY II SPECIFIED QUICK COUPLING VALVE REMOVE BURLAP FROM TOP 1/3 - R.-'COVE Ttgard.Oregon Z I MOUNTED 3/4' ABOVE DIRT GRADE FINISH —� OF ROOTBALL AFTER STAKING FINISH OF ROOTS--- 4F _R _%<\ MARLEX STREET ELBOW GRADE \ c GRADE BoaRK - 2 :;;:c-- c0 W/SPIRAL EARB ELBOWS SGHED. 80 P.V.C. NIPPLE, 314' X 8' MIN �\ BARK MULCH • 2' DE TH BARK SWING PIPE SCHED. 40 P.V.C. STREET EL BARK MULCH CIRCLE SHAD _ (POLY PIPE 4' MAX. t 14' MIN. LENGTH) EXTEND b' BEYOND TREE STAK=S .R REA- SCHED. 40 P.v,C. T X T W DEG. EL _ STAKES IN TURF AREAS SCHED80. P,Y.C.NIPPLE, 3i4' X 8' hS; ' BAC<� MARLEX STREET ELBOW - ----------MAINLINE 1 W/SPIRAL BARB ELE;OWS BACKFILL SOIL MIXTURE41-t Iii ! NATIVE SOIL NATIVE 5c � Planting and cv SGHED. 40 TEE I 1 I- _- - ----- —SCHED. 40 P.V.C. STREET EL - �- = - -- SCHED. 40 ELBOW OR TEE STAKES SHALL EXTEND ROCTBALL DIA. -.�<=5 5�-�-- _xTEN� -- - - LATERAL PIPE- CL 200 PVC ROOTBALL DIA I Irrigation MINIMUM OF THREE FEET ' ~ `� V•-V C` ''<-_ `E- I INTO UNDISTURBED SOIL `•- �� �`'R--� �� - I SCARIFY SIDES SCARIFY SIDES Details t- t BOTTOM 4 BOTTOM POLY— PIPE _ QUICK—COUPLER VALVE ASSEMBLY . CONIFEROUS TREE PLANTING DECIDUOUS TREE PLANTING q ASSEMBLY FOR SPRAY HEADS Q _ 10 ` ! ,� G � 2 _ v , •/ :ice ._.._ . .. cJ'ection :i�i•=+—.-. `, `.� �'s�ition JAL•+...i'. `�".4i Section I ..� _E: h*5 -� --' 0) ALL GROUND COVER SuALL BE J PLANTED AT EQUAL TRI ANGULAR r � O _ SPACING PER ON CENTER SPACING SET CROWN OF RCC?I BALL � \ AS SPECIFIED ON PLANTING PLAN 2' BARK MULCH —� b ABOVE FINISH GRADE FINISH GRACE REMOVE BURLAP FROM TOP 1/3 — OF ROOTBALL (2) LOCATE GROUND COVER ONE SCARIFY SIDES AND BOTTOM i ' HALF OF SPECIFIED 5PACING DISTANCE FROM AN`" CURB, �• BACKFILL SOIL MIXTURE - i SIDEWALK, OR OTuER uAR0 ---NA'ivE 501- i SUMFACE, UrLE55 OTHERWISE u;:UREN DESIGN CRGZp. P C. 2:'-` - SPECIFIED. +,o-s +Esavcc C ROOTBALL DIA I r.� ccsa+ ~. Pc., ANO ARE THEA ORA11Nas ARE THE P/1(rPERTv OF �- ?4, ! 40T TO Rd IHED OR REP4'001R1m N AUL' MANI • EVWT rKTM THE PFM 01111 E� PEIMQ39ON D< NttD�N 'JESIOI plOUR P Datc- Drawn by: Checked by: MEO Job Number. 1 U I I(>').(14 SHRUB PLANTING - GROUNDCOVER/ SHRUB COVER PLANTING sheet 7 cf le SCALE: NTS section 14 SCALE: NTS Pld� Permit Set -- 09 December 2005 _- •.n.,an. .•_ .,1arn".rF RePK.wF,Kiiti '..; ,.;..,-. II, , _ 1. .w. ,. .x.. .. ry F.f .. .,... -.,.wr.., a•.4ncfw.,z,w. .i5v anlurY+gYK-.,.,..... n,,.....,- , ..:. rn•... ,,.. rfraaq,►v,. .{nw,w ,... .. ., ». ww+... rrt..«o....,."__. ,.,,.,...•ew , t� .-... _ .,w...r.wwwrr_.w,.w.,....w... +•.ur.-..,.,...._ r... �^ �rllV-�,}'r-aa.ea. cmLEGORM J 2sT� ` ,G �.i t+ I � i 4 's � 7 8 9 ICU � i 17 1'3 r ,S, 1 22 23 24 25 2F,20 49!a 1'7 2 ?F3 29 1 ' 30X Of 140011 out 7 Cr t ibfihilfillt Ol► 1 r �. { A 4 f Keynotes - MILDREN DESIGN GROUP, P.C. \ROUTEC-IURF. "'ASE ;'I \\!\k 650 S.W. Beieland. Suit Tigard. Oregon 97(2293"- .- Voice: 503-244-0552 -- -- Fax: 503-244-0417 NOT IN THIS (�OD 19 h SCOPE of14 WORK IL 4N . 30 fes_ - - - - - - - - - - - - - - - - - - - - - - - OFA. 00,7 SH ' r �V _ C 0 ° _- I � I % �/ O�1 ner ° O ° o o O - _ Pacific NW Propert ies - --- -- --- --- _ SW 6 7TH A VENUE — I - - — - - - --- _ I-- I - o o ° o o ° I 6600 Sµ' 105th A�e.. ulte I � H 4-1 -1 -� 4 _ Bear erton. Oregon 97(-(-, -! i' - - - - - - - - - - - - - - - - - I / Protect: ! W . Tigard p 1 i i I I i I I I Triangle Commons - I I Building Four 65th and Dartmouth I I J Tigard,Oregon I I LOADING I U q9o o4I U v 1 i vi - - - — — — — -- — — — — __i U U U J ° I (J) ° -- -- - - - ---- - - U U `, r I I Sheet Title: _ I v Master Site Plan I i U U U U U U I i U U - U Ri•� ° IU BUILDIN *DUR I I I i U o i I I0 ❑ / - - - — - I - ° O IT --I p O ° O0 O O O O O O 181111 11 YLOREN DESIGN GROUP. P C. 2005. ALL -- RIGHTS RESERVED 0 /- r�-I d I r\/ AK THESE DRAWINGS ARE THE PROPERTY OF S w 68 / H + 1 t/�/ V �J� A,., NOTE USED OR REPRODUCED M ANY YLLDREN DESIGN GROUP. PC_ AND MANNER, EXCEPT WITH Tl<f PRIOR WRITTEN PERMISSION OF YILDRDI DESIGN GROUP. o C Date: 19 December 2005 Drawn b�: Checked b%: s DAV/MRW H"Eh1 R � Job Number: 10l(00.04 � Master Site Plan _ shut 0 5 10 20 1 a - December 2005 A 1 .0 0 Permit submittal n .... ±nxrrlly ,•�w��*,kms-,.. ,::: . s�rr LE001UTY$TRIP n h' 9 8 'O 11 '2 13 td !8 9 9 2C` 2, 22 2..5 2d 2.5 28 27 2e 29 , 30X ig1jill l,l, t ? ou T7 - - --- -- -------- � - -, - Keynotes ~ �, I LOADING I 1. RIGH 7 OF NAY DEDICATION I ^` C C C C C C C C u / I \ \ / 2. REMOVE EXISTING CURB ALONG 68TH STREET FRONTAGE AND REPLACE WITH CURB/GUTTER, 22' FROM CENTERLINE - SEE MILDREN DESIGN GROJP P.C. I ___1 .•*� �— SEPARATE PUBLIC CONSTRUCTION PLANS ARC1i1TECIL'RF a'A� . I 3. REMOVE AND REPLACE STRIPING FOR 5' BIKE LANE, EAST SIDE _ OF 68TH, NORTHBOUND TRAVEL LANE AND SOUTH BOUND 76Y' SAV, Se�elanr. •_ _ TRAVEL LANE, 12' WIDE AND CENTER 12' TURN LANES Tlgard, Oregon 9.. Voice- 303-244 4. APPROXIMATE OMIT OF PUBLIC STREET RECONSTRUCTION - SEE _ o _OUT Ur -T- ° ° ° ° ° ° SEPARATE PUBLIC CONSTRUCTION PLANS Fay: 503-244-_',. 5. CONSTRUCT STANDARD CITY OF TIGARD COMMERCIAL DRIVEWAY - SEE SEPARATE PUBLIC CONSTRUCTION PLANS 16' RADIUS 6. CONSTRUCT 12' WIDE PUBLIC CONCRETE SIDEWALK WITH S W 6 7 TH A IIEN V V CI CURB EEWELLS AND CURB/GUTTER, CONFORMING TO THE -TIGARC TRIANGLE DESIGN STANDARDS - SEE SEPARATE PUBLIC I CONSTRUCTION PLANS 24 22 7. VISUAL CLEARANCE AREAS I I I 3DI I 40' MIN. 8. LANDSCAPED AREA, TYPICAL SEE LANDSCAPE PLAN / 9. ROCKERY OR MODULAR BLOCK RETAINING WALL - SEE CIVI- ° c ° ° 0 DRAWINGS 10. TRA SH/REC-CLE ABLE MATERIALS ENCLOSURE (ter L _ _ _ _ _ _ -- - 11• PAD MOUNTED TRANSFORMER - SEE ELECTRICAL t2•ACCESSIBLE PARKING SPACES, RAMP, SIGNAGE AND ACCESS AISLE. (3 TOTAL) 9 `( 1 ) 13. VAN ACCESSIBLE PARKING SPACE, RAMP, SIGNAGE AND v _ C: I ACCESS AISLE, (I TOTAL) - 14. CARPOOL/'VANPOOL SPACE WITH 6' HIGH PAVEMENT PAINT ,OD _ - - - - - - - - --- -- - - - - - - - � II � '1 - - - - - -- - - - - - - - - - - - - - - -. - - - �I �.1 LETTERING CARPOOL' AND SIGN. (S TOTAL) SEE DETAIL 4/A1•3 c•1`� rj� � 15. COMPACT SPACES WITH 6" HIGH PAVEMENT PAINT LETTERING �30 QI/ COMPACT ONLY`, (47 TOTAL) ' p fO I I �;� I 27 I-, �a 16.LOADING SPACES WITH 6' HIGH PAVEMENT PAINT LETTER:._ i I i in I n .- IIII. ' t j / (� LOADING SPACE, (1 TOTAL) c,/�� 17, BICYCLE PARKING `7 �6 a % , 43'-0' / - 18. BICYCLE ACCESS OF T Al z / = 19. 7'-0' CONCRETE SIDEWALK ` = 1 9 p _ - I 0 ! `9=0' 17 - - -i-- ry O / _♦ 20.PARKING OVERHANG AT CURB, TYPICAL 1 I Q I �.r I to �� V I Cr \ / 21. COVERED ENTRY AREA 16 2� t '3 I 5 / 27 22, ACCESSIBLE ROUTE FROM 68TH AVENUE TO BUILDING ONE In 23.STOP SIGN WITH STREET IDENTIFICATION _ — j - - - - - • 1 I I I J / 1 24. 10:1 TAPER TO MATCH EXISTING WIDTH 1 1 25.PROVIDE ASPHALT TRANSITION 0 EXISTING CURB OR EDGE OF `✓ 1 10 `v, o PAVEMENT T a 1 �^ ?1 M 26.HOSE BIBS A 30" ABOVE FINISH GRADE, TYPICAL 27.CHANGE IN PAVING MATERIAL 0 , -- - - - - -- - , V _' 26 0 0 v r 1 3'--�-- -`-- -�I U7'-O' 15'- 15'-11 ' 201'-11}' 36'-0" 2 2 -G' 16'-6' ' ' ' ' 12'-0' f ' =--- Notes - Pacific c i f i c �w ° BUILDING FOUR ` 10' Properties A. "C" DESIGNATES COMPACT PARKING STALLS B. 'P" DESJGNF-.S CARP PARKING SIAL_- C. SEE C2.0 1 SITE GRADING - D. SEE ClC, ;'-z PROPOSED SITE UTILITIES E. SEE SHEET AC.1 FOR PARKING COUNTS SN105thSuite 23 Beaverton.Oregor q. �i: 16 BUILD �o 7 _ I - 2 5 / 28' Triallcyle Con-1111011S - Bu Unq }" OUI I : \ Site flan bath and Dartmouth TIga d Oregon 0 5 10 2 Site Plan Revisions: WLDW4oEsa rRap. o c tool. K. R10/TS q[$prr4; ImEw IKAW"M 6M -xE PROM" OF MLDRDr X310r %nuo. a C. NO ME "OT To I f USED OR 0"00MV M Amy YMIWER. EXCEV •1'w •'4 Ad6 MTT�. eERfITS510M D< Y1LDpEN at510M %W--. P C. f;► Date. 19 December 2005 Drawn in: Checks b� is DAA'/MRH' � .lob Number: 101 100.04 Sheet q t I C I 8 Permit Submittal - December 2005 A1 . 1 � ►� UWW-Tv STRIP y a _ iO,ee. cs 8 `? Q 24 21 22 23 24 25 co 29 29 3L ' y,r 30X' ,.. _.,-..,�.. .. -rte•.., ' 8a t r Of d (1 �, +'JNA rCt '� :•,�: 4 ; Cy �. r ..�� 1 r` r A w - ( r I 6,11 1W , Cr''P. I �gtp.. ,.. .ham iu A• Y t r� �G r , 330 0OTTw .v will LEGEND r SANITARY MH E -fir. ..4w ar ate. r.. s 31 - 327.01TC E 325.09TC E 326.95G E 325.03G (E� ` _ , SAkRARr SEWER LIN NEW Ex.ST..,_ I _ ~�t STS SEWER UN E -SS RETAINING WALL DRAIN 4' DIAMETER PERFORATED E MILDREN DESIGN GROl1P, P.C, _ I e E/ f8C -- - ��� _ - -- FARE NATER UNE I SW 67TH A VFN U E� BUILD WALL CDNTRACTOn TO COORDINATE WITH ' - _ \RCHITEC':�RE . SS'ACE Pt�\!�'LtiG DOtrESTIC WATER UNE ;6;n:• j 1t Be\eland c,; .` ' FDC TELEPHONE UNE ----�"w tte [: i GEOTECHNICAL ENGINEER SEE DETAIL. - -T Tigard. Oregon 9.223- 692 O{� 1; a iE 1313.00 - _ CTRsC NE 1 I -T--��._ --a TURAI GAS LINE -- voice ��3-?;4-.Jai -----> I -- 1 - -� 1 - - Fay Y-13-244- 33 _ R 4 1 -. .-_._ _ ORM LATE .-__ -..-• ---''-� ...��J X32 r,r..�-_�'.---' -----•�--"r - � "".�` 1 -Olt OETENTt_ ---- ST MMtAi R I ��_ +I�= NG ST RALE / �--- -- E 36C VER�F PpTHpLL � �...• ft I GrC►, B�.StN ELEVATIONS CB O G ETS AT JON - WA R QUALITY vAUL-T _ PW U" FO ONSTRUCTION a --- RIM 100.00 PROVIDE WRAP OF AAAMOCC 2002 SOUTH RIM 314 g,S-istl[TCH FG ORDER MATERIAL -� - / E 97.00 CO --- t.� .� -_ i'" AT EACH JOINT NORTH RIM MATCH FG , .8� RE SEP - MIN 2' N'DE 1 '�1 yµ .' -. - - - - v - ° -- - -- WJLE ELEVATtO - - - - - _ _ �, �"�� PERMIT Ti S R M ?OC x _ IE IN • i _•" 2,55 --- --- ' 6' p �� - - � it Exlsnr�c- 'E 97.00 QQ \1 klPPlr�• CO O �.6X B` PLM- E f' - - 6' SOLiC I - ■ �/ i ' "SEE FIRE STING (,EN 6' P RF � ASN EXty�.�p/��� y IE IN 305. 7 TH . -3 -=;'_�"'(SEPARA' ODS 'fA CO _ -PE O 2.3X 0 f IE OUT 30 12' CLEANOUT S -- I co'�?` - "� BOTTOM • H 302.00 e 1 MAN .. '; C is I FIRE *tiDRM!' 115 I �E�3 0\` CC� 8. O = 11 CATCH BASIN Arm 'Y of T I�3 r'� --- r ,_.,q_. _ DOUBLE DEc-oR c►,EcK �Ar.vE ® ,, �P�?��,, ri �� �.; OFFICE COPS' 1 I IE 316.00 6' PER 6� O 5.5E S MH E 307.75 WATER YETEa J I 313.70 MATCH 8� 1X i BACK SLOW aREYENTOR owu SY S- IE 317.00 67SOLID E 310.70 IE IN 310.50 (6' EAST) 6' O 3% NATER LO* �� I7 n•-O('1 RETAINING WALL DRAIN - 4' DIAMETER PERFORATEp O TECs' O 2.7X i 308.25 ■ • ,r, IE IN 31 O.SQ (6- N4RT1i) l r�C s� r -� BUILD WALL CONTRACTOR TO COORDINATE WITH - 6-0 IE OUT 309.98 (8' NW) IEs307.75 1 L \,/G'1 v�t l J)4- v 6/1'GEOTECHNICAL ENGINEER SEE DETAIL IE OUT 305.00 72' g) TYPICAL ISSN � 9 IE 1318.00 _ �i • 6- PERF 6' O 5.5X _ t RIM 312.20 f ■ - NOTES - _ } Q I I _-.•.�, _="0.65 a 6" d 2:9x 6- SOLID 0 2X IE 5 ALL WORK SMALL CONFORM TO T'ME RE - Q� ^�Q Y--- �._�� EDITION OF THE NTERNATON P+ OU,REMENTS Or 'HE 1 1 �- I= ' CODE, AN E • ! 0 T;; �NTERNarprti EMBING CODE �,-=�•..:-� � - - ES• E _- T SOF THE FIR .ADE. A:zw -- v SC 6' PERF O '.2°X r RD `_ 1 M SFE rCA7)ONS. E C Tv Oc r.GARC _ _ _-- -`- I � =313.20 , IE=310.50 (TYP) _ - ---- CB f _ 2. THE CO r SHALL HAVE A FL,_ _ EVENT � CONSTRUCTION < H IF 11.20 s 6' BACKFLOW PR OR IN VAULT I ; RIM 312.90 a UCTION DOCUMENTv INCLUJD 4 a^c`, I MA ACCESS UD. MINIMUM VAULT tE.31t,15 - ALL rMES. ��_'.,A �N •- I _ SIZE 'x _ E 3 5' 6' O t p.7X I rj RIM 314.00 _ ° __yam. 3. THE CONT4X-OR SHALL NOTIFY TH IE 311.50 ° 3 BUSINESS DAYS PRIOR TO ANY r AVA-r �TUTy NOTIFICATION CENTER, I _ - wa`',ON• 5n' SUNG 800 332-2344 I CO _ _ - 4' PERFORATED PIPE IN GEO rHNICAL i 0 4' T►+E CONTRACTOR IS RESPONSIBLE OR COOROINA110N OF PRNa--_ FABRIC SOCK, COORDINATE NTH - _ i __ 1 - SUCH AS GAS, TFLEp-fONE, POWER, c CA84 TE,.frSsON, -T GEOTECHNICAL ENGINEER. VAULT LOCAs ETC. C-',= - .• - CNS WITH ENGINEER_ I SET AT BOTTOM OF FOOTING. � 3• THE CONTRACTOR 6' CDV INSIDEBUILDING WITH FF 314.40 I _ ( r SHALL KEEP EE THE ENGINEER .AND JURISDICTION aJ' FDC UNE/VALVES BY FIRE OF CONSTRUCTION PROGRESS TO FACILTA'E SITE OBSERvs-ONS :- -�' REQUIRED iNTEt�ALS. 24-HOUR NOTICE �S RE ' SYSTEM DESIGNER (SEPARATE 6- SANITARY SE R - of RE:. PERMIT TO COMLPY WITH NEPA SERVICE LATERAL -� , Cir . 5. T1-iS *LAN IS GENERALLY 13 At 24). SEE FIRE SPRINKLER IE 301.95 -~ -ti-" BE'rD. '1TTNG, OR LL OiAGRAMMATIC, tT DOES NC' S'-C.h _ _P•, ACCESSORY REQUIRED FOR CON TR - CONSTRUCTION PLANS (SEPARATE [ S UC ti. - - -` ' CLEk%' OUTS SHALL BE INSTALLED IN C NF ` PERMIT) FOR CONTINUATION. _- _� • \ + y F,D C - C'+ON 707 AND SECTION 7 0 OVA _ C-^ _ SEEN, SE I C -- CC 6' STUB OR BUILDING 40 F^U .1� E SHOWN 9 - - � AR N Rt �Rc� �-N •S -------- FlRE SERVICE e _ ExIS'1NG 6- SANIT B. EXISTING CONDITIONS BASED ON SUR`✓Ev PREPARE.'. By ` - TEE ( SEWER SER✓ICE L� EXCAVATION. �OtANPacific l j/' CO -- � I INSTALL 6-X +F .91 a c 1 f I c 1 `"v L CO OR DOMESTIC WATER -- 9. THE CONTRACTOR SH,A,L,_ ,- �? __75'`PUBO - . N a A- � rte. � � NOTIFY ENGIN R ^ - - _AND CONFIRM - -•. , - - -- - -- CATER S -�- 1 !! POINTS OF EEE OF VA;._ IN CONDI `''S. Pr�)pel�llF' - ` �_ 1 CONN ON - _ - - - --„-_- - _.+ S. i� ,r, C -'NG UTI' T.-c �4N ' - - -- 'I- _ �t t _ -mES WILL CROSS E- 5- " _IL,71ES - _-- - ,.-_ _ NEW -_� _ .� -- _R TO CONSTRU('TC', ORDERING 7 --,T. ,F-- __ __ _ v -_ ,-RACTORS RESPONS•c TO SCHEC - _-Y ,v= - N I , I , I - ___ ^IESSE ENCC+U!�Tc'-�_ SUMCiE•.==u� _x S = DESIGNS5T /WD HAVEyTI;E MODiF:_- n • '- -- --.� �. ` � -_ SDICTIGN ;V(TItiOUT IMPACTING P �.LINS.APPROVED B`' - / _ MPAC NG THE PRCECT SCHEDULE. 10. STORM DRAIN FITTINGS ARE '0 BE r •e_ p.Eq:�' e - IN T EXISTING 6' PUBLIC FIRE SERVICE WITH I CONCENTRIC. _ R STRAINED JOINTS AND VALVE AT MAIN. 1 1• SITE RUNOFF HAS BEEN QUANTIFIED JStNG RArO%A,_ yE-�,.,r` Y SERVICE TO BUILDING r•.. � � a PIPE SIZING 'S BASED ON MANNi c ANALYS >s CONTRACTOR HG'S OR4ULA WTD ti�� •3 IN T ' DESIRES TO SUBSTITUTE MATERIAL Wsrr ^,c - r-- 90 BEND INSTALL 90' BEND i REVISION OF CALCULATIONS WILL BE NECESsaay. R`N7 AND THRUST BLOCK AND THRUST BLOCK CONTACT THE ENGINEER FpP. THE REVISIONS. = �ONTs -=_ REMOVE EXCESS I WATER UNE ( 12. PROVIDE DRAINAGF FROM WATER METER VAULT n JURISDICTION. PROVIDE 1/2HP PUMP W^,1� C REQUIRE, By H _ DISCHARGE TO HEALTH -- 6' PUBLIC WATER LINE DEPARTMENT e,F'PR',)VED LOCATION. PROVIDE CONDUIT, WIRE, AND CONTRC_= i TO BUILDING F0',IPMENT ROOM. CONTRACTOR T ELECTPiCAL CQ,`�TFc4CTpR TO PROVIDE A DEDICATED CORCU7 FOP E PUM= Tigard INSTALL 90' BEND N AND THRUST BLOI'K 13. DOMESTIC WATER L NES AND ACCESSOR ES BE *EEN T?.4E WATER THE BUILDING SHALL BE INSTALLED BY a �CENSED PL METER 'E'D TI ianQle A LICENSED PLUMBING CONTRACTOR. UMBER EMPLOYED BY " 'NORTH UTiLmES WITHIN FIVE FEET OF A BUILDING SHALL BE ::ONSrRUC-ED of Coil]Ill i )I1 - MATERIALS APPROVED FOR INTERIOR IJSE AS DESCR+BED iN TH Pte.-• - EDmON OF THE IPC. ECL _ .I LrTLffy PLM S. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE B" THEAC Building F+ ,t1 I' APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF T-"E ANGL-- 7 4 :�� PRESENTED BY ONE-SIXTEENTH OR OTNER APPROVED FITTINGS OFEEQU�N4 ONE-EIGHTH IGSWTME,:PEN� Tts'a- O�eg~, BASE tiff C� 16. NLETS AND OUTLETS TO ON-SITE MMHOLES SHALL HAVE rLExISLE CONNECTION NO CLOSER THAN 12' AND NO r'ARTHER THAN 36' FROV --: MANHOLE. 17. MANHOLES SHALL HAVE SMOOTH, UNIFORM WATERWAY DIRECTION MAGE WITH THE APPROPRIA 'ERWAY WItF• ..,;`S C: �� TE P c DRAIN RUCK -BACKFILL SS 0ERIAL* 1 1 WOVEN/'GEOTEXTILE PLUMBING SPECIALTY CODE. SWEE OFFSET PSR 'hE OREGQN MAXIMUM BACKFILL MATERIAL 18. PERFOt�gr-� o p 1 IZE LESS THAN 2% PASSING 0.LE 5200 SIEVE. QL-1 cv CIPE TO BE PVC, ASTM 3034, OR HDPE AS7V F4.C3 DRAIN ROCK 6' DCOV INSIDE BUILDING WITH B U I l d i n Q Fc I U I' 333 DC UNE VALVES BY FlRE j SYSTEM DESIGNER (SEPARATE 4� FCc LINT t } } MODULAR BLOCK WALL a PERMIT TO CoMLPY WITH NFPA l e U l 1 I 1 t` Plan NorE: 13 dr 24). SEE FIRE SPRINKLER TUA-a T�` . Y ►4A-: -- c _ I VERiFv ALL CONSTRUCTION PLANS (SEPARATE 6- STUB FOR BUILDING REQUIREMENTS W/ PERMIT) FOR CONTINUATION. FIRE SERVICE > JURISDICTION PRIOR TO START Or IN T .ate (pK/K� TAI j0l�D -T- !�._,, ..• 4,►, . CONSTRUCTION FOR DOMESTIC OA-ER �� s1 �L( � ,� e• sons cele: I _ - °rte IFA Z j ,r DIs'rut Tse. 15' PU SEMiEN T �. _-,-- -- - - ►ws ersr►A*auras skid r>+ac• 4' DIAMETER PERF PIPE -�.- l-•- _- ;'te`,; rat's welU :rsttv. Slesic WITH GEOTECHNICAL FABRIC N' c -' o't r3Efl IQ($ f•onils freta fie tide "'tr M�� �L-MU2 SERVICE -TO RESTRAINED JOIN AN AY MAi�, � toe'10 eo: , es►e I set /rered 1 y \ eA' v= :'e '.h0•ret Ari tfr,S O1 •ens � el Re\;. - -- ►ri.3.� ti SCA, I ° •� I O l - _-__- -- - -- „`,er,,ont rt lob �ertererel�, O I i �sotcte,, \Ia% i9. 2CN;F I (�� IN5TALL 90' BEND signt:n Retaining Wall Re\rion V At t N 'S'�ftA_i� AND THRUST BLOCK AN TALLRuO' BEND -------- V 2�. OOteD September 14.2006 C �'�'*n�' COrZ / �/LA.1V 1 AT �TAULF'y �' REMOVE EXCESS / _ _` Grading 8 Nater Ser\Ice I I� � t l4 u WATER LINE 2,2- -7 AND `�V��IL� . NSTALL 90' BEND 6- P UC WA R N +'C7T �I D'Z� AND T*+RUST BLOCK WATER SMVICE DETAL 2 ! 'TA 11VALL DRM! X3.0 V L7.o ''•ESE DgaW-HA .11E 'wE ya�pEPt• pr - v:-,K% JES Jh t�1,01I, Pr Mb r11E w 9E 3E' dl I!(p11C PI 4s. ';•v SS yl Cr rLOr1EN OE!��p11RI r Date: 101\Ia\ 2006 - ---, Dra'.%n b; Checked b�: JEC KJK Job Dumber: 101100.01 Sheet o f r � Contractor Revision C3.0 _ 6 C _ _ _-.._.-.�. .,.,. .•.,,..,..:. . a ,_,.-,.,.., q t y TIA �ft*d M0. h '� A p•e. .., 2 ? .. n � .. Q � ^ -' ,.. ..m.w •.--••.,+a....._.. ...,:�..vwn....•woWdwev w+w/.,w. v,. ,+, J;E • r 2�5 - - ze 2s� 30 30X s ,• I Ok 21 ,rf i;