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12390 SW SCHOLLS FERRY ROAD-1 r I and Construction Services Inc. 9025 S.W. Center Street ' P.O. Boz 23784 Tigaru, Oregon 97223 Phone: (503) 620-2086 FAX, -� (503) 684-3636 17, 0 c� Q Q -71h r- I�'J pTit) Q Q Irxr✓.R��J' G� a M LU k E:} �3 I-13-W REVISIONS PER CITY REVIEW REVISIONS: CWt�E'�i-AI�RY`�18► � TNOMPSON / DAVIDSON NIGOLI E'NC-1NF_ERlNG, INC. ACINITY MAP TABLE OE CONTENTS L FASE W25 S.W. CENTER ST. _-- 12475 S.W. MAIN 57. TIGARD, OREGON 97223 TIGARD, OREGON 97223 (503) 620-2086 BO�yEg 0,0 GENERAL INFORMATION CONTACT : JIM ANDI�U6 / ®�p — --� 0.1 COVER 5"EET BEAVERTC4-4 Q 02 CODE aUMMARY S+-IEET armA 11V1� g 03 NOTES AND SPECIrICATIONS 5W�Jam__ 0.4 NOTES AND SPECIFIGATIOtv3 ADDRESS: 12390 5.W. 5CWOLLS FERRY RD. =� 1� SITE INFORMATION GURI?l=Nr ZONING: CCT GENERAL COMMERCIAL — LEGAL DESCRIPTION: TAX MAP: 151 345C Q I GREENWAY TAX LOT: 800 w TOWN Q 1.1 SITE DEVELOPM NT PLAN I PROJECT: CURRENT U5E: VAGANT CENTER �NS1A I N LOT � ' p SPRINGWOOD DR S.W. 12 LANDSCAPE PLAN PROPOSEt.) USE: AUTOMATED CAR WASH ACCL55 RD. ® - 13 GRADING PLAN PACIFIC } , I SITE AREA 18,862.'!5 SF. - 1.4 FACILITIES PLAN CAR WA%I-OjLnJ PROJECT BOUNDAW, 117,619.95 5F. 15 EROSION CONTROL PAN t 1 L L ,. 5UILDING AREA. 1,947.5 S.F. ~ 12390 S.W. SCHOU-S CC NSTRUCTION: TYPE V-N 2.0 PLANS — FERRY ROAD TIGARD, OREGON OCCUPANCY: B , S.W. ANTON _ DR 2.1 FLOOR PLAN --- -- BUILDING CODE: !994 Ue-C U,'/ OREGON AMENDMENTS u�s 2.2 FOUNDATIO AND ROOF CLIENT: — N FRAMING PLANS TIGARD 23 SLAB PLAN THOMPSON 2.4 WALL REINFORCING AND 2.5 F_LECTRICAL/LI:"sNTING PLAN DAVIDSONPROJECT 50LJN0AR'r: !7,619.19 S.F. o sUILDING FOOTPRINT: 1,9,115 S.F. COVERAGE ? 3.m E E�v�TI�� LEASE ASPHAL T PA ONG: 11 53 93 3F. 65% COVERAGE 3.1 ELEVATIONS LANCSCAPING: 4,321,x6 S.F. 25% COVERA%3E 40 1 �..--- ---..__ --- Date: 11-17-97 '+ Scale: 1 = 1' BUILDING - lQly�STOI��I 4.1 WALL SECTIONS Dra►,m by: PSP MASONRY CONSTFdJCTION 42 WALL SECTION Checked by. JDA Job No.: 970220 Rr®SEG METAL ROOF M-2. ILS —_ �V-- -- DraA,ir q-tjo.: ERMITcover �•1 FOUNDATION DETAII.s PARlCI s ----------�-= 707AL 52 DETAILS CITY OF TIGARD Appved....... ..................................:... .[ ]: ADA (�4C:) SPACES: 1 5.3 DEI'AILS Con tionally Approved.......................... STANAR'� SPACES: 2 5.4 TUI,INEL DETAILS [ ]: PAF,ALLEL gF'ACES: 2 For ly the work as desrrbe in: PE AIT c 5 Rt_C1.4\IM PIT DET ILS S-)qa otter to. F,:)IloN...............................[ ): _ AUach ...................... [ ]: By; I COVER SHEET SHEET BUP97-0539 PERMIT SET o . 1 12390 Schools Derry Rd. i — — I of 24 'til'••_i'S,._d.rr�.._ ...._.�_,.�. TT?TI Tii 'III I I III 11111 I I Ili 11111 I I III 11 111 T 1 111 1 1 VIII 1 111 11 I!I I I III I I III I I III I I III 1 I lIT 1 1 1111 T T T�T 1 1 1 1 1 1 III I I I I I III III I I� IF THIS DOCIJMFNT 1S LFcc LRGIBLR THAN THIS NOTATION, L�_�,1 -- -- --I ----I 4 ��` I _ __ 1T IS DUF TO THF QUALITY OF No 3e �,,�.x^. yC�„�J�( J 40 qw THF ORIGINAL DOCUMENT. — -- -- — -- _-- _ ��Vl ul J11-1 9G46S1 ItG068811Ltl11iI7111ril I F'1'111111111 9IIIIIIIIIII IIIIIiIII�IIIIIIIIII 18111111II IIIIIIIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII LIIIIIII IIII IIII IIII IIII IIII IIII IIII I Illllliii il�! 1111 IIII Illl IIII IIII IIII IIII II; IIII IIII IIII IIII IIII IIII IIII IIII IIIIIuII ,'. . v .. y��� ., .. ..is :1 .. : ...:'e.' .: '•I' I pp- — vdti�i ,:: .. .. ... , - WN��3 `3M ...... �1.'.,IGIF-4 .ip ai .... ,..h._d,..I.A1,.h � iiiJ. 91sY5it:'�. - .. ,.\Mr" •:'� :. . - Y. Nyq� .. " n'�'J..��K�EAW..R-"...,.�ii..'..e....:'�T.S':..,�.:�,."'t :, n,ia +1� . .. •,.. ,� �Yil ''Yydj{O��M�Y�M•'.:ifil Y���dS111aYY10^�iw7HF11114:541�J1'l'3Apj�1 �Ifh�1., F:t3ld'IS� is'-5.1..,n�.".�Ys.�b.,�.A/fa e93Pt ':IYb'.:k11k9��1.�E11::�,e.a ... .-.,Lw..�1.X..' .. . M.y'`� ..,'fy+h0r�., vf''..d. :,.-, I, y... .. ;" :t- ',.r,,:,.IF. t .' F VI 'r ,,�. 1- 'r•'. �.. :a1', - ? `�,C, stk 1. "' " � .•1�-. .`.( �M.A.6 :r'. t�'. C �, ..� .r•..: . n,- � .. r•. i ;�I:.,tF. ��.. ..'Se,;1.. :1. .x...1••...:..X' •k;t�,.,t ...r ,. eJ .. Y 4 iF s'F.-. a t • ;✓ k ACCE511'5151LITY NOTES f IL �MML MIROOM NQM rind Construction Services Inc. �HK 12MM 1. TOII.ET ROt," SHALL BE 'ROVIDED W/ A MECHANIGALL1 OPER<+TED EXHAUST 9025 S.W. renter Street P.O. Boz 23184 _ SYSTEM CAPP ABLE OF RO✓iDIW.$ A COMPLETE AIR CHANGE EVERT' 15 MINUTES. i Tigard, aegon 91223 - -- -- - --r-- CIO NOT PENETRATE ROOF WAN 5'-0" OF AREA SEPARA'T,CN WALL. -- — 2. THE FLOOR IN THE RESTROOM SHALL HA/E A SMOOTH, HARD, NONABSORBENT Phone: (503) 520-2086 SURFACE WHICH 50ALL EXTEND UPWARD ONTO THE WALL' AT LEAST 5". (503) 684-3636 WALLS WITHIN 24" OF THE FRONT AND 51DES OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, N0NAB6OR5ENT SUWACE TO A HEIGHT OF 4'-0". 3. THE EMPLOYEE RESORT SHALL HAVE UN15IX °.,INrs£ MOUNTED ON THE WALL ADJACENT TO THE LATCH SIDE OF THF DOOR 60" ABOVE FINISH FLOOR FIN18A4, COLOR, BRAILLE C44ARACTt'z1A ANC PICTORIAL SYMBOL SIGNAGE SHALL S�� 1 ' COMPLY WITH ACCESSIBLE REQUIREMENTS. A PR VACY LOCK AND A "OCCUPIED" <.1 ,T - 1 INDICATOR SHALL BE PROVIDED. C,� r (A) D+1CIK WALL I All Mk of y 42 54 AN D 1Z MK I. CONTROLS, OPERATING MECHANISMS AND I-4ARDWARE, INCLUDING I SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND �tY.wtkEr �? '11 9 ELECTRICAL CONVENIENCE OUTLETS IN ACCES515L.E SPACES, ALONG " ACCE3515LE ROUTES, OR AS PARTS OF ACGES515i.E ELEMENTS SHALL O _ _ COMPLY WITH Ob.S.C., LATEST EDITION Y, 2. HANDLES. PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON TOILET PAPER DOORS, WINDO(* CABINETS, PL.I,IMBING, I`IXTURES AND STORAGE FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION 1 BY WRIST OR ARM PRESSURE ANL, NOT REOUIR!N3 TIC407 GRASPING, PINCHING OR TWISTING TO OPERATE, THE FORCE REG TO ACTIVATE -- SUCH EQUIPMENT SHALL BE NOT GREATER THAN 5 PO_rN..0 FORCE. 3. THE H CsHEST OPERABLE PART OF ENvIRONMENTAL AND OTHER CONTROLS, ' e DISPENhERB, RECEPTA7,LE5 ANL) OTHER OPERABLE EQUIPMENT SMALL BE WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTICN I1OS.235 AND IIM2"fo COMMUNICATION'S 5'r5TEMS RECEPTACLES ON WAL_5 SHALL BE MOUNTED MINIMUM OF 15" HIGH ABO'/E THE FLOOR 4 (5)GEAR FLOOR OPACE 4 THRESHOLD AT EXTERIOR DOORS 5"ALL NOT BE MORE THAN V.1" HIGHER THAN LANDIN.i AT EACH SIDE OF DOOR GRAB BAR LOCATIONS5, CHANGES IN LEVEL REVISIONS:- _ ABRUPT CHANGES IN HEIGHT GREATER THAN 1/4" SHALL f3E BEVELED I/4" I'-011 TO I VERTICAL TO 2 HORIZONTAL. C1-I.:iGES IN LEVEL TH4N 1/2" SHALL BE ACCOMPLISHED B`' MEANS OF A RAMP MEETING THE REQUIREMENTS OF 3117319 OF THE O.S.S.C. THRESHOLDS AT DOORS SHALL NOT EXCEED 1/2". RAI$ED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS SHALL BE BEVELED W/ A SLOPE NO GREATER THAN 1:2 VERTICA_ TO HORIZONTAL. n-h 6. ACCES515LE ROJTE PROVIDE A DETECTABLE WARNING SURFACE AT LOCATIONS WHERE ACCE5515LE ROUTES CROSSES OR ADJOINS A VEHICULAR WAY. DETECTABLE WARNINGS ON WALKI'.-ICs SURFACES SHALL CON515T OF AN APPROVED TEXTURE, AND VISUALLY CONTRAST WIT''.4 - - — ADJOINING SURFACES. TEXT',JRE MAY BE OBTAINED BY ADDING CLEAN MASONS SAND TO THE PAINTED STRIPES. PROVIDE SMOOTH LEVEL TRANSITION FROM PAINTED ACCESS \JAYS TO INOULATE Pl e CENCRETE WHLKS. MAX. SLOPE SHALL BE @ 1/12 @ 'CURB' RAMPS. PROJECT: F', --- PACIFIC ` f MRI MA;( CAR WASH i 04110E UE,°RA"`Z p� TOE CLEARAWCE �— DISABLED PARKING SIGN � 2378 S.W. S�,Hol_LS BERRY ROAD AJ ePcx,T HE IfiHT 00 XWE CLEARANCE \ -� T I G A R D, O R E G v N 40 MtK 19MAk I � 41, PA,N1TED _ �� CLIEN T: ,� e THOMPSON— 3� STRIPES AND CLEAR BOOR SPACE / • �8 D AVOSON o _ _ LEASE � 1 I r- i � Man�Mqi i/IM DMV Wumm 'm,Ulm Date: me n,sm on ft�ma'9(„"" Scale: 1/4„_11_0,1 — I - Drawn by. PSP Checked hy: JDA - SIC'N DETAIL Job No.: 970220 lDJ CLEAR t=LOC?IQ SPac;E Drawing Nu.: PERMITcode LAVATORIES , — ,,, , _ SIGN BACKC3ROuND: BLUE 91 -0111 51GN LEGEND: UJ4417E FAVE1”1ENT STENCIL LN 1 TE i' BLUE BACKGROUND ANC BLUE PAINTED CURB OFTIONAL r; DISABLED FIXTURES DISABLED PARKING SHEET 13UP97-0539 0 * 2 12390 Schools Feny Rd. - — - 2 of 24 -w.4' �1l srwtiriM !�NI't1!';+»n ;• .. _ "NMn�,F''r',ygF',t'. .f'1'yr@',..,. _ .. ._ Mop MONS p I I ,I ... �Ir1lll Ilwlll III ill IIIII � Til I1IIIITF TNTC DOCUMENT 1F LFc¢ ��LFGT}1F THAN Tlli° NOTATION, I 7 � 1h — III III I V ceI—1 I I TT IF, DUE 1'jJ THE QUALITY OF No.se ^21Cj7" THE ORIGINAL DOCUM!',NT. - ---�--- - TT- - -- — --- ---. ---- — - -- £ 8Z 8L G #uqusl 0?01 /?w S �Z 9IZ bZL 8 �� [�11 8t IR ` L�[ 9�t 9Ti i I fii I G�Tt I O�i� I L I 9 I� I ��5� 1lanF � III►IIIIIIII►iIIIIIII IIIiIIl11 IIIIII,II IIIIIIIIIII111111111�IIIIIIIII IIII IIII IIII sill 1I11111II 111111111 IIIIIIIII11111111►II111111111LIIIIIIIIIIII,IIIIII IIII IIII IIII IIII IIII Illi Ills 1111 IIII IIII lllllllll IIII IIII IIII IIII IIII IIII IIII III! 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G..�EN.�ERAL REQUIREMENTS DIVISION 3 CONCRETE DIV151ON 4 " ASONN RI I GENERAL NOTES &JMMARY OF WORK CONCRETE CON8TRUG 1,;ON TOLERANCESIr '4-S rNTENT OF THESE PLANS IS TO PROVIDE CONTRACTORS A GUiDE THE PROJECT CONSISTS OF TkE C:ONe--TRUCTION OF A MASONRY STRUCTURE ON CODES AND STANDARDS: ALL CONCRETE WOW TO COMPLY WITH ACI 318 VARIATION TO PLUMB: 1/4 INCH IN 10 FEET, DO NOT EXCCE.:) TtiE and Construction Services Inc. FOR A FULL, COi'1PLETEE ANG WOOF ABLE PROJECT INSOFAR 45 THE DRAWIW38 A r-<ONCIF<ETE FOUNDATION FOR A DRIVE THROUGH CARW46H 1=ACILITY FOR "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE: ACI 306 FOL"OWINCx CONSTRUCTION TOLERANCES IN VERTICAL ELEMENT5 INCLUDING � bkM AND/OR THESE SPECIFICATION& CALL FOR DENNIa THOMP60N AND GREG DAVIDSON LEASE. - REGOMMENDE'') PRACTICE FOR SOLD WEATHER CONCRETING: AND ACI 905 SURFACE OF LuALLLx ..OLUi'1N9; AND OTHER VERTICAL ELEMENTS. ' "RFC0MI"1FNDED PRA(--*IGE FOR HOT WEATHER CONCRETING." 9025 S4 Center Street ' P.O. Box 23784 ` PER8CJN6 INVOLVED IN WORK ON THIS PROJECT SHALL BE RESPONSIBLE CONSTRUCTION OF THE FACT-'T,' AID SITE SYSTEMS t0 CONFORM TO THE OREGON VARIATIGI, TO LEVEL- DO NOT EXCEED THE FOLLOWING CONSTRUCTION Tigard, Oregon 97223 FOR EXAMINATION OF ISUILDING SITE, PLANS AND SPECIFICATIONS. STRUCTURAL SPECIALTY CCDM L.^TIEST EDITION, AND LOCAL BUILDING REGULATIONS, NOTIFICATION: NOTIFY ENGINEER FORT'r'-EIGHT (48) HOURS PRiOR TO TOLERANCE-S FOR BED JOINTS AND LINES OF EXPOSED LINTELS, SILLS, PAiLJ!!R TO DO SC? WILL NOT RE:.EASE SUCCESSFUL E31Df7EtR$ FROM bEGINNINCs ANY POUR HORIZONT,4. GROOVES, AND OTHER GON5PICUOU5 HORIZONTAL ELEMENTS. --� -� -- a PERFORMING THE WORK INDICATED BY PLANS AN7 SPECIIsIGATION6. 3/16 INCHES iN ISA FEET. Phone: (503) 620-2086 I CONCRETE §TW=-NGTHS: 3/5 INCHES IN 20 FEET OR MORE. FAX: (5031 a84-3636 ALL WORK AND MATERIALS 5H,4LL BE 1N FULL- ACCORDANCE WITH THE GENERAL CONDITIONS LATEST RULES ANr., VEEGULATION9 OF THE UNIFORM BUILDING CODE, THg 8LAM AND FUc3TINGS: F r_ 3000 P51 AT 28 DAYS, :J!TI+ MAXIMUM VARIATION IN MORTAR JOIN T THICKNESS: DO NOT EXCEED THE FOLLOWING STATE STANDARDS, THE NATIONAL ELECTRICAL COBE, LOCAL CiTY AND r AIA DOCUMENT NO. A2CI, LATEST EDITION, IS MADE PART OF THIS $LUMiU: 4' CONSTRUCTION TOLERANCES FOR THICKNESS OF MORTAR JOINTS: 1 COUNTY CODES AND BTANDARDSt THE APPLICABLE REGULATIONS OF THE SPECIFICATION AS 15 HEREIN CONTAINED. BED .JOINTS: PLUS OR MINUS 1/8 INCH, I LOC.rL. UTILITY C=OMPANIES, AND ANT OTHER APPLICABLE LAWS AND CEMENT. STANDARD BRAND OF PORTLAND CEMENT PER A5TM C:-150, TYK=ES I HEAD JOINTS: MI,4U$ 1/4 INCH, PLUS 1/8 INC+-I. REGIJLATIONB. i OR 11 AT CONTRACTOR'S OPTION. USE ONLY ONE MANUFACTURERS STANDARD I BRAND, T'fPE., AND GRIND THROUGHOUT ALL 'WORK OF A PARTICULAR TYFIE. ALL BUILDIWI TRADES 5►1ALL PERFORM AND COMPLETE THEiR WORK 604EDULE5 ANNR€!!aORT� MORTAR ! TO THE BEST ACCEPTED STANDARDS OF THEIRINDUSTRIES$ IN ADMIxTURE5: (A6ENT6 SHALL BOTH RE FROM THE SAME MANUFACTURER,). COMPLIANCE WITH THESES PLANS AND SPEGIFICAT10N6. C0I�1MENCEi-INT "APPROVED" - OUTER OR ENGINEER WILL BE THE SOLE JUDGE OF QUALITY MORTAR TYPE S. MORTAR JOINTS SHALL BE OF WOW 5Y ONE TRADE AFTER ANOTHER TRADE EbTABL14+4+ES AND SUIT,45!LITY OF PROPOSED SUBSTITUTION. AIR ENTRAINING AGENT: PER ASTM C-260 ACCEPTANCE OF PREVIOUS WORK PERFORMED. USE ON ALL EXTERIOR 6LAB3 AND 91DEWAl_K5 ON GRADE .^.ND RETAINING WALLS. MAKE MORTAR JOINTS VISUALLY AND DIMENSIONALLY CONSISTENT— EXCEPT AS OTHERWiSE INDICATED, MAINTAIN MORTAR JOIN? WIDTO I NO REVI$ION&MODIFICATION8 ;SHALL BE MADE: TO THESE PLANS/ _ � REINFORCE=MENTS: OF 1/2 INCH. 1�Y } SPECIFICATIONS NOT1ENCiINEE1Q PRIOR TO MAKING NECESSARY ITEMIZED COST SCHEDULE FIELD MODIFICATIONS FOR REVIEW AND APPROVAL, AND/Cle THE � ALL BARS FOR REINFORCEMENT SHALL BE DEFORMED EXPOSED JOINTS: USING CONCAVE JOINTER SLIGHTLY LARGER T►aAN CITY/GOUitTY IIF REQUIRED) PRIOR TO ANY CO!"iMENCEMENT OF F'REPAIE, IN FORM SATISFACTORY TO OWNER, A COMPLETE FSREAKDOWN OF STEEL CONFORMING WITH "SPECIFICATIONS FCR BILLET-STEEL CONCRETE JOINT WIDTH, TOOL ExPOSED JOINTS BEFORE MORTAR 44A$ 45&,t'IEG WOii1M- If- ANY ON SITES RFVISIONS/1-11ODIFICATION& ARE MADE CO6T5, A LIST OF ALL 45J15C�NTRACTOR8, AND 5(-HE1:7ULE OF WORK- REINFORCING BARS", ASTM A-615, 6%RA;�E 40 MINIMUM BARLAPS AT FINAL SET. I WITHOUT APPROVAL THEN THE: CONTRACTOR SHALL BE RESPONSIBLE SPLICES PER AGi CODE CHAPTER 1. FOR ALL A660CIATED COSTS. SUM OF ALL ITEMS SHALL BE EQUAL TO CONTRACT PRICE. +' i REINFORCING STEEL SHAL.,- HAVE: THE FOLLOWING CONCRETE COVER JOINT 5 SHALL BE TOOLED TO PRODUCE AN EVEN COLOR IN THE CURED 12 MORTAP2 f WRITTET' DIMENSIONS ON DRAWIt,iG5 SHALL HAVE FIWCEDENCEE OVER FURNISH THE ABOVE TO ENGINEER AND OWNER BEFORE FIRST MONTHLY SCALED DIMENSIONS. DRAWINGS ARE NOT ME TO SCALED. PARTIAL PAYMENT REQUEST. CONCRETE CAST AND PERMANENT 3" CONTRACTORS SHALL VERIFY 4ND BE: RESPONSI15LE FORA,-i- EXPOSED TO EARTF; (NOT FORMED) P DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING THE SUBMIT WAIVERS OF LIENS FRO(', MATERIAL SUPPLIERS AND SUBCONTRACTORS GROUT 1 WORK NOTIFY ENGINEER OF ANY DI$CRFPANCIE6. AS MATERIAL 16 DELIVERED AND WORK COMPLETED, CONCRETE FORMED AND EXPOSED STRUCTURAL GIMEN$iON$ CONTROLLED BY 01i' RELATED TO MECN<+NiCAL TO EARTH AND WEATHER GRIJT 6-+ALL HAVE A MINIMUM C=OMPRESSIVE FIELD STRENGTH AT 28 AN") ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONCRETE NOT EXPOSED TO WEATHER 3/4BAYS OF 2,000 Pg'" ff CONTRACTOR PRiOR TO CC?NSTiRLCTION. OR NOT h� CONTACT W/ THE GROUND GROUTING SHALL GONFORI"i TO SECTION 2104b OF Ti-4E G.5-5.C. i ONLY APPROVED "GON8tN2l1CTION SET" t'1ARKED DRAWINGS GROUTING OF ANY SECTION SHALL BE CC"PLETED IN ONE DAY WITH NO I INC4iRPORATING ALL. ADDENDUM AND DI"1ENSION 1NTERU�T;ONS GREATER Ta;AN ONE HOUR C.L RIFICATIONS 3HA1_L BE USED DURING THE E>cFCUTION OF THE WORK.. ALL CEL,-$ GONTAINiWs REINFORCEMENT SMALL BE FILLED WITH GROUT. CONTRACTOR MUST BE RESPONSIBLE FOR VERIFICATION ANIS COORDINATION OF SUB-CONTRACTOR'S WOW TO SECURE COMPLIANCE OF DRAWINGS AND SPECIFICATION8, THE ACCURATE LOCATION OF STRUCTURAL MEMBERS, AND OPENINGS L� i-23-99 FOR MECHANICAL ELECTRICAL .AND MISCELLANEOUS EQI.I!PMENT. DiV151ON 5 METALS _ REVISIONS: CONTRACTOR AND EACH SUB-CONTRACTOR SHALL 5E RESPONSIBLE FORANY L058 OR PAMA1E CAUSED BY NIM OR HIS WORKMAN TO THE F'ROPt RTi' OF THE OWNER OR TO THE WORK OR MATERIALS OF OTHER CONTRACTORS OR SUM-CONTRACTORS. METALS CONTRACTOR SHALL MAINTAIN IN&JR.4NCF THAT WILL PROTEC=T GENERAL: ALL STRUCTURAL STEE- SHALL BE DETAILED FABRICATED, AND T�4E OWNER HARMLESS FROM ALL CLAIMS OF DAMAGES. ERECTED IN ACCORDANCE WITH A19C MANUAL, LATEST EDITION, THE CtNTRAGTORF SHALL BE RESPONSIBLE FOR ALL TET"+PORAR'r STRUCTURAL AND MISCELLANEOUS STEEL: LOADING CONDITIONS DURING CCNI.TRUCTION AND -SHALL ^ PROVIDE BRACING AND SHORING WHERE REQUIRED. ALL STEEL PLATES, FLAT BARS, STRAPS, AND STRUCTURAL SECTIONS CONSTRUCTION LOADS: STRUCTURES THAT HAVE BEEN SHALL BE ASTM A-36 UNLESS NOTED. DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED ` STRUCTURRE9t DURING C.ONSTRUCTiON, THE CONTRACTOR 6+44LL DIY 15 i ON 2 S 1 TE WOW D i Y 151 ON 4 MASONRY ALL TU�1= COLUMNS TO BE A-503: Rj = 46 Ks+. PROTECT THE STRUCTURE BY BRACING AN,D 5UPPOR?TiNG WHEREVER EXCESSIVE GON`=vTW!UCTION LOADS MAY OCCUR, -2- ALL BOLTS ASTM A-301. ALL MECHANICAL AND ELECTRICAL WORK 5t4Ai L BE UNDER ALL STEEL TO HAVE ONE SHOP COAT Cry TO BE GALVANIZED IF NOTED SEPARATES PEF�MITS (IF REQUIRED;. SITE PfZEPQRATION CONCRETE MASONRY UNiT$ I �' — ---------- ALL WELDS E10XX PER AWS STANDARDS BY CERTIFIED WELDERS 1/4" GENERAL: SCOPE: FiLLET WELD TYPICAL UNLESS OT►JERWiSE NOTE=D. - ACCESSIBILITY P_RO,iECT: ALL OPERATIONS SHALL COMPLY W/ CHAPTER 33 OF THE OR%h.C. INCLUDES FURiv1$HING ALvL LABOR, MATERIALS 5ERCE5 ANCA EQUIPMENT CONTROLS, CIDERATING MECHANISMS AND HARDWARE, INCLUDING LA"EST EDITION. REQUIRED TO COMPLETE Th'E MASONRi' WORK, INCLUDING PLACING AND FLASHINGS AND CLADDING (ARCHITECTURAL; PACIFIC &DNGITCHES THAT CONTROL LIGHTIAND VENTILATION AND BUILDING IN REINFORCEMENT AS INDICATED nN THE CONTRACT DRAWINGS ELECTRICAL CONVENIENCE OUTLETS, IN ACCESE,IBLE SPACES, STRIPPNG_ ANIS IN THE SPECIFICATIONS. BUILD INTO MA&-'.)NRY ALL. BCLT5: 4NCN0RS, SCOPE: ALONG ACCE651BLEE ROUTES, OR A9 FARTS OF ACCESSIBLE E=LEMENTS NAILING 5LOCK9, INSERTS, ETC,,, INDICATED ON THE CONTRACT DRAuIING$, CAR WASH SHALL COMPLY WITH SECTION 31019 (C) OF 0580. REMOVE GLL DEBRIS ROOTS AND OR sANIC MATERIAL SHOWN TO RECEIVE AS FUPN15HED AND LOCATED BY OTHE"�S. BUILD iN 4LL OC�CR5, WiNZOW PROVIDE ALL FLA3HING5, CLADDING, AS REQU!RED TO PRODUCE A WATER PAVING AND NEW BUILDING. FRAMES, VENTS, CONDU!T5, ETC, AS FURN15+-4ED AND SET BY OTHERS. LIGHT ASSE=MBLY. HANDLESS, PULLS, LATCHES, I.00:K9 AND OTHER OPERATING DEVICES 1239E S.VV. SCROLLS ON DOORS, WINDOWS, CAB'NET5, PLUMBING FIXTURES AND STCRAGE DISPOSE OF CLEARED AND ORGANIC MATERIAL BY REMOVING FROM THE MASONRY PRODUCTS.:- r1ATERIAL: FERRY ROAD FACILITIES SHALL NAVE LEVER OR OTHER SHAPE PEERMrTTINCs SITE ---- - OPERATION ZZ Y WRIST OR ARM PRRE58URE AND NOT REQUIRING TIGHT STEEL SHALL BE 24 GAUGE PER ASTM A446. GRASP!r1G,PINCi4ING OR TWISTING TC OPERATE. THE FORCE EXCAVATION: HOLLOW CL.eAY GIANT BRICK Acv MANUFACTURED BY ;-XL BRICK SUPPLIES LTD. TIGARD, OREGON -- REQUIRED TO ACTIVATE SUCH EQUIPMENT SH4LL BE NOT GREATER AND 5UPPLIED BY MUTUTAL MATFR14r..5. ALL MATE=RIAL SHALL H 90 AVE A G- GALVANIZED COATING PER ,'.ar CONCRETE MASONRY UNITS AS M<,NUFACTURED BY i"!UTUAL MATERIALS.. THAN 5 POUNDS FORC=E. (4ECTION 31OWC)I). ALL SOFT, WET, OR SOIL OF UNI' 1AL CONDITION SHALL BEE EXCAVATED ASTM A525. CLIENT: TO FIRM NATURAL, UNDISTURBED 'OIL. PROVIDE'. FILTE=R FABRIC AND CHANGES IN FI.-ClOr LEVEL !SHALL NOT BE GREATER THAN 1/2 INCH. COMPACT WITH ENGINEERED FILL. ENGINEER SHALL BE NOTIFIED IF UNSTABLE HOLLOW LOAD BEARING FOLLOW OLA`' BRICK: UNITS: !FIELD) COLOR SHALL BE FOREST GREEN (PER TAYLCR METAL PRODUCTS SAMPLE). THOMPSON CONDITIONS ARE PRESENTUNITS SHALL BE 8' REDCLIFF GIANT COLOR $HALL BE RED { 101) COLOR SHALL E3E. KYNAR 500 500 BAKED ON PAINT SYSTEM. DESIGN CRITERIA: ALL ORGANIC MATRiAL SHALL BE REMOVED TYPICAL FIELD UNITS SHALL BE NOMINAL 4 X * INCHES WIT(-, 5MC-�OTH TEXTURE. FASTENERS: ANS WALL THICKNE59 SHALL BE 8", WALL ARE TO BE CLEANED 4'ND SEALED PER SOIL BEARING PRESSURE: 1500 PSF, FILL: MANUFACTURES SPEC-IF ICAT ION 115, ALL FASTENERS 5I-4ALL HAVE BAKED ON FINISH TO MATCH METAL COLOR DAVIDSON BASIC WIND SPEED: 80 MPH ALL FILL PLACEMENT SHALL BES PERFORMED ED IN NS AND NCE W/ CHAPTER 33 OF HOLLOW LOAD BEARING CONCRETE MASONRY- UNITS: (ACCENT) FASTENERS ARE TO HAVE -% NEOPRENE TYPE WASHER (APPROVED BY METAL EXPOSURE C THE UNIFORMS BUILDING CODE , W. THE EXCEPTIONS AND ADDITIONS A5 NOTED IN LEASEIMFzORTANCE FACTOR THESE DOCUMENTS, ACCENT UNITS SHALL BE NOMINAL 4 X 4, INCHES W11H SPLIT FACED TEXTURE. MANUFACTI.:RER). PROVIDE OVERSIZED HOLES IN CLADDING AS REQUIRED WALL THICKNESS SHALL 15E 8". WALL ARE TO BE CLEANED AND BE-41-ED PER TO ALLOW r-OR THERMAL EXPANSION AND CONTRACTION. SEI6MIC ZONE: 3 FILL SHALL BES INSTALLED IN 6 INCH LIFTS CC'MPACTED TO 95% MANUFACTURES SPEC IF!CAT IONS. COLOR SHALT_ BE BURNT ORANGE MAXIMUM DRY DENSITY. LOCATE F.,46TENER5 0--0 THEY PRODUCE A PATTERN, EVENLY SPACED AND ROOF LIVE LOAD: 25 PSDRIFTING ) ALIGNED(PLUS DRIFTI ) ALIGNED WiTP(N THE CLADDING 5YSTEM. TG -- y y Date: 1-23-97 OF tRU6>gE9: ;® P.SF�LI�� ''iECHANIGAL LO D INSTALLATION PROCEDURES ALL EXF-06ED EDGES SHALL BE HEMMED. j;,ale: 1 SUBGR4DE AT SLAB ON GRADE: GUTTERS AND DOWNSPOUTS Drawn by JDA 1 FROM AIR DRYERS IN ATTIC, - --- ---- BEFORE LAYING, WET MASONRY USING TECHNIQUE THAT WILL SATURATE ---- CLAY MASONRY PUT LEAVE 11' DRY TO TWE TOUCH. LIGHTLY WET PREVIOUSLY TESTING AND INBF'ECTiC�*IS: PROVIDE A 4 INCH THICK CAPILLARY BREAK OF 3/4 ' MINUS CLEAN LAID MASONRY. ALL GUTTERS AND DOWNSPOUTS SHALL BE FOREST GREEN C-CLORED Chec=ked by: SET 3PECIA., INSPECTION IN ACCORDANCE WITH CHAPTER 11 OF TIm4E 1996 EDITION CRR I!"HED ROCK WITH A 10 MiL. MOiE+TURE BARRIER ". *MBF.ANE WITH REINFORC'Ei"rENT AND ANCF40RAGE: BEFORE PLACING 1`1ETAL MASONR` (COLOR SHALL MATC" COLOR SAMPLE PROVIDED BY TA`T 1-CR I"1ETAL Job No.: 970220 OF THE OREGON S'T'RUCTURAL SPECIALTY CODE. A 1 INCH LAYER OF MOIST $AND ON TOP OF THE MEMBRANE AT A+GCE880R�elEg, REMOVE LOOSE RUST, GIRT, AND OTHER COATINGS. PRODUCTS) g UNDE=RSIDE OF SLAB. Drawing No.. SPEC1 t FIELD WELDIN3 (IF RFQUIREL)) CUTTING: UJHERE CUTTING 18 REEQUiRED, USE POWER SAWS TO PROVIDE GUTTERS SHALL BE SECURELY FASTENED TO MASONRY WALL AND SHALL - ----- -- CLEAN, SHARP, UNCHIPPED EDGES. HAVE L, "TEERMI'�ATION CAP" AT THE CONNECTION t0 THE RAIN DRAIN. PLACEMENT OF CONCRETE AND RE?I'�NsORCIN�s 3TEEEL PAVING CLEAN, MATERIAL. SHALL BE A MINIMUM OF 26 GAUGE AND GORF?0310N MAINTAIN A PROPER PROPORTION OF COLOR ACCENTS, CONTRACTOR SHALL RESISTANT. MASONRY REINFOIRCINCs PRC)VIDEE 2 INCHES MINIMUM OF ASPHALTIC CONCRETE AT FARKING LOT. BE RESIOONS115LE TO "BLENDING" DIFFERENT COLORS OF MASONRY UNITS. BLEND TO OMiT ANY OBVIOUS STRIPES OR LARGE AREAS OF UNIFORM PRiEPARF_ SUBGRADE WITH 6 INCHES MINIMUM OF 1 INCH i"IINUS, COMPACTED COLOR METAL CEILING PANELS_ (TUNNEL ROOF) rF SPECIAL 1NI&MCTIONS SHALL BE PERFORMED BY "CARLSON TE$TINL`s, INC." TO -SC% OF THE MAXIMUM GR*i" DEN91T1". PROVIDE 211 OF 3/411 MiNUS FOR r PHONE NO, 6184-3460 LEVELING COURSE. SCOPE— PAVING SHALL COMPLY WITH "AS'aHALT PAVING IN$1ITUTE OF OREGON" PROVIDE ALL FA8TENEER5, TRIM 7=IECE3, ETC. REQUIRED FCR A RECOMMENDED DESIGN AND CONSTRUCTION PROCEDURES, LATEST EDITION. COMPLETES PROJECT. Af"PL"' 4 INCH WIDE PARKING STRIPES AND DIRECTION SIGNS WHERE SHOWN. COORDINATE_ OPENINGS FOR LIGHT FIXTURE5 W1TI ! ELECTRICAL Ueit_ ROC0. A PAINT CO. NO. 611 WHITE. CONTRACTOR PROVIDE ADEQUATE SUPPORT AT PANEL ENDS AT FIXTURE LOCATIONS. COLOR: WHITE NOTES MJP97.0539 SHEET — r 12390 Schools Ferry Rd. o • 3 of 243 LL�- �Iro Mb'"`' iRA'rti :dc.R r,.c,dc MSR,•MMPI Y 9i,y". :y S " + _ 4� .r'' ...OWIF THIS DO 'e"•,rMllpM -......... .. r .,. r ... .,. ._...'_ ., ,. . r .. .. .... ... _...r-.., .... ,.,,,...,.. ..: -' a..ir'lYKt'f'CH6Iv'.Y.0.t : ..-... ... ..__.. ,.�: ,. _ _ �•'7�1�3:. ...r...:.,.,,;:,rr,wse,.a: ,..r...wrwetw.c-,rF�plwwwsw+w.i�i'M�''' +- M LFGISLE THANEV1 Jr, LESS NOTATION, 1i111i dill 1 ill I III I �ILLI Illilli 11TI1�f 11111I1illillll I�1�i�11T111111 Illlill�lllllLl IIIIIIIIIilIlll 1�i1T�111�T11 1�T11 11T Ill�l�lllll 1�1 !Illlllllll lL) 1 3 141 II JJ 5 I 6 7 $ _ W IT IS DUF TO THF; QUALITY OF THF ORIGINAL DOCUMENT, ---- --- — ____ _ _ ___- _ __ _ N0 '3 6 =--'� � �� ( /!� £ tr 1137. I LS 9Z L 6� £TL tL II c 116� I 9T LT 1I91 111b�t IJ'11 ,1 I Lt I ti oft I T111111111 1�91T� �Ib I I i l '"""iI lill�lllllilllllllllllll iIIi�Iiil Illl�llli Illlllllllllllillilllill�llll IIII11111 Illllll�llil1llll Illlillll IiII (III IIIIIIIiI (III ( III (III (III (III (III (IIIIIIIII (III IIIIIIIII (III (III (III (III II11 1111IIIII (III 1111 (III nil Illl llllli�ll +1� Lly, W DIVI5I0N WOOD AND fi-1LA5TIG5 DIVISION S DOORS AND UJINDOL5 DIVISION 15 MECHANICAL k i WOOD DOORS, WINDOWS, ANG GLASS HVF4 =7 14 GENERA CAPE; MECHANICAL SYSTEM I5 TO BE Bi^DER DESIGN and CGnstruction Services Inc. ` ALL NAILS Tv ISE c:OMMON OR GALVANIZEu BOX i TAILS. NAILING TO BE PROVIDE ALL tDOC)Rb AND WINDOWS AS NOTED ON DRAWINGS. ALL DOORS CONTRACTOR SHALL BE RE5PONS15LE FOR PRc�v NG NECESSARY DRAuJ W_%5 -rT- �_ 7—__ IN ACCORDANCE WITH TABLE 25-Q OF THF MCST RECENT EDITION OF THE AND WINDOWS SHALL MEET CHAPTER 13 OF THE Ob,SG. AND THE STATE AND OBTAINING REQUIRED PERMITS. 9025 S.W. Center Street P.O. Box 2.3,84 USG. OF OREGON ENERrsY CODE G4IP'1PLIANCE MANUAL. Tigofd, Oregon 97223 MECHANICAL UNITS SHALL BE LOCATED IN TUNNEL AN 1-:uNG FROM CEILING. ALL WOOD IN 1"-1EW,4NENT CONTACT WITH CONCRETE TO t3E PRESSURE TREATED VERIFY THAT AL.L. 5EALANTS/CAULK.INGS USED ARE COMPATIBLE WITH DOOR - WITH A WATER, BORNE PRESERVATIVE IN ACCORD.VNCE WITH 'STANDARD AND WINDOW SYSTEM. ALL VENTS, HOODS, ETC. REQUIRED, WHICH PENETRATE THE ROOF 6TR11CT jRE Phone: (503) 6-3-2086 SPECIFICATIOri FOR PRESSURE TREATMENT OF TIMBER PRODUCT$', SHALL MATCH RCX-,)g COLOR. PROVIDE SHOP DRAWINGS OF ALL ITEMS FAX: (503 n94-3636 ASTT'1 DESIGNATION G'!�t�tA. DOORS ANU FRAMES: PENETRATING THE ROOF FOR APPROVAL. C;c1pRDINATE WITH ROOFING —� CONTRACTOR. - -- ------ ALL !_UMBER SHALL HAVE A GRADE STAMP. EXTERIOR DOORS AND FRAMES SHALL BE METAL DOOR TO HAVE 20 GAUGE STEEL SKIN AND FRAMES 5HaLL BE 18 GAYGE MAKE IN8TALLATION OF AEI- ITEMS IN COMPLETE ACCORDANCE WITH ALL LUM13ER (iRADE5: STEE..- W'TN MITERED COWERS. CODES OR REGULATIONS SE' Fe RTH BY STATE AND LOCAL AUTHORITIES. WALL FRAMING MEMBFRS CC-L NO. 2 OR BETTER. DOORS SHALL BE WEATHERSTIRIPPED. HVAC CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING UNIT HEATER I LOCATIONS, ETC. PLUS FIXTURE MANUFACTURERS AND CATALOG NUMBERS r 5HEATH!NG: DOORS Sr•+ L LIE PRIMED AND PAINTED FOREST GREEN TO MATCH METAL AND CUTS. �EV o ROOF-0 AND CLADDING AT 5EAMS. � V f ROOF SHEATHiNG: 3/8" APA RATCD SHEATHING, �. �G , /] 32/,6, EXPOSURE, 1, STRUCTURAL i SHALL BE CERTIFIED ACCORDING TO ASTM E-a83 FOR II C.FM PER FOOT NAILING F'AT'TEWs USE 8d NAILS, GALVANIZED OF DOOR CRACK ANM MEET SPECIFICATIONS OF THE STEEL DOOM b INCHES ON CENTER AT EDGER INSTITUTE. 12 INCHES ON CENTER AT FIELD PLUM5ING: WINDOWS _(4T TUNNEL) - PLUMBING 15 TO EBF BIDDER DESIGNEC; SEE INTERIOR DRAWINGS FOR ✓y'�ti, � CONTRACTOIR SHALL 15E RESPONSIBLE FOR DESIGN AND INSTALLATION FIXTURE= LOGAT!Oti5 �F�p f!'"� FIRE- l�LOr"KING OF WINDOW SY$TEP i. WINDOW WALL SYSTEM 51,4ALL BE CAPAC3LE OF SUSTAINING WIND LOADS AND DEAD LOADS APPLIED TO GI_AvS AND MULLION CONTRACTOR SHA, FSE RESPONSIBLE FOR PROVIDING NECESSARY DR,gIJJINGS EhP:�c i 12.31.9 PROVIDE FIRE BLOCKING AS REQUIREC) AS REQUIRED IN THE SYSTEM, SYSTEM WILL BE CAPABLE OF MAINTAINING WATER TIGHT ASSEMBLY AND CB"AINING REQUIRED --ERMI rS FOLLOWING LOCAT!ON5, IN TUNNEL Er!VIRONMFNT. IN CONCEALED SPACES OF STUD WALLS AND PART I T IONS, MAKE INSTALLATIONS OF ALL ITEMS IN COMPLETE ACCORDANCE W1704 INCLUDING FURRED SPACES, AT T,4E CEILING AND FLOOR UJINDOWS $HALL 9E A 2" X 4-1/2 OFFSET GL<•?!NG SYSTEM WITH C.:DES AND REC-ULATIONS SET FORTH BY STATE AND LOCAL AUTvORITIES, s LEVELS AND AT 10'-0" INTERVALS BOTH VERTICAL r4ND INSULATED GLASS. GLAZING SHALL BE OFFSET TO INTERIOR SIDE. HOR17.ONTAL. 5U5`'1ITTAL5: THE "LUMBING CONTRACTOR SMALL SUBMIT DRAWINGS S"CLLJING PIPING LOCATIONS, SIZES, AND ARRANGEMENTS TO THE AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL WINDOWS MULLIa'46 SHALL BE ALUMINU!'1 WITH A POLISHED ALUMINUM ENGINEER BEFORE STARTING WORK_ AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, FINISH. PROVIDE COLOR 5AMP,.F.. FOR APPROVAL. ' DROP Gt-ILING5 AND COVE CEILINGS. SHALL BE CERTIFIED ACCORDING TO ASTM E-283 FOR 031 CF" PER IN OPENINGS AR047.ID VENTS, PIPES, DUCTSAND SIMILAR FOOT OF WINDOW SASH CIS ICK. OPENING°. W:4ICH AFFORD A PASSAGE FOR FIRE AT CEILING PROPOSED ALTEWATES SHALL BE ACCOMPANIED BY MANUFACTURER'5 AND FL,JOR LEVELS, WITH NON-COMBUSTIBLE MATERIALS LITERATURE AND CUT °wEETS. ALTERNATE MUST BE APPROVED B'I' OWNER AND ENGINEER. MANUFACTURED TRu45Es DIVISION 1 ry 'E'LECTRICAL T ,155ES SHALL BE DESIGNED TO THE DESIGN LOADS AS NOTED AND FOR THE ADDIT!ONA!_ LOADS IMPOSEU B"' THE AIR DRYERS LOCATED IN Tf41F ATTIC SPACE. ELECrRICAL (BY S2PARATE PERMIT/BIDDER DESIGN) REVISIONS: PROVIDE SHOP DRAWINGS DEPICTING TRUSS LAYOUT, CONFIGURATIONS. DIVISION G Ii�IIST"T�� MAKE INS'ALLATION Or Ai_L ITEMS IN COMPLETE ACCORDANCE WITH ALL - DETAILS AND C,4LCULATIO,1„ SHOWING THAT THE TRUSSES CAN SUPPORT `� CODES �`.ND REGULATIONS SET FORTH BY STATE AND LOCAL AJTHORITIE5. ALL LOADING CONDITIONS. CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL NECESSARY DRAWINGS/ AN APPROVED (BY NICOLI ENGINEERING) SET OF TRUSS SHOP DRAWINGS DOC'.'"ENTS AND FOR OBTAINING PERMIT. SHALL BE ON SITE PRIOR TO FRAMING INSPECTION. / GYPSUM BOAF2L GENERAL V. INSTALLATION AND FINISHING OF GYPSUM WALLBOARD SHALL CONFORM D I V I S I ON 'I THERMAL t 1'°IO I STURE PROTECTION TO THE GYPSUM WALLBOARD MANUFACTURER'S STANDARD SPECIFICATIONS. --� INSTALLATION FOR SINGLE LAYER ATTACHMENT USE 1-1/4" LONG BUGLE HEAD SCREWS INSULATION AT Ib INCHES ON CENTER EXTERIOR WALLS: MASONRY WALLS AT OFFICE, MECHANICAL ROOM AND TUNNEL SHALL HAVE V_RMICULITE OR EQUAL FILL INSULATION IN VOIDS. PROJECT ATT IC: R-30 FIBER'sLASS MATTB PACIFIC INSULATION SHALL HAVE A PERM RATIWs c.-F ONE OR LESS AT WARM SIDE (WINTER) OF WALL. CAR WASH HEAT DUCTS: R-5 12390 S.W. SCHOLL S FERRY ROAD CONCRETE TILE ROOF TIGARD, ORS-ON SCOPE: CLIENT: PROVIDE ALL TILES, FLASHING, TAPES, ,ATTACHMENT CLIPS/WIRES, FOAM, BATTENb, ROOF PENETRATIOIJ FLASHING (PLUMBING .AC" AND DIVISION 10 SPECIALTIES 111OMPSON VENT FLASHING, ETC.) REQUIRED TO PROVIDE A WATER TIGHT ROOF SYSTEM. (ONE 5OURr:E RESPONSIBILItY). AND MATERIAL: DAVIDSON ROOF 7 LES SHALL BE MANUFACTURED BY MONIER ROOF TILE INC. LEASE STYLE: 5HAKE COLOR, CHAR-GRAY — INSTALLATION, -- DIVISION it EQUIPMENT SELECTION AND INSTALLATION OF UNDERLAY"ENT, TILES, FLASHING, I Date: 11-17-97 i AND ACCESSORIES SHALL B1= IN ACCORDANCE WITH UBC CHAPTER 32, TABLES 32-C-1 AND 32-0-2. UNDER STANDARD 32-12 AND MONIER Scale: 1"=1" PUBLISHED A'PPi-ICATION RECOMMENDATIONS OR LOCAL BUILDING CODE Drawn by: JDA REQU!REMENT� R.WHICHEVEIS MORE STRINGENT. 5 Checked by. SETTIN IS DIVISION 12 FURNHG PROVIDE ANTI PONDING FOAM AT ALL STARTER COURSES. DIVJob No.: 970220 PROVIDE RIPGE TAPE AT ALL NIP8 AND RIDGES. Drawing No.: SPECZ DRILL AND WIRE ALL hIIP CUTS WITH COPPER WIRE. ----- PRO�'IDE SPACE BETWEEN THE CEDAR BAI TENS AT EVERY' 4'-0" FOR WATER PASSAGE. ` ' SPREAD COLCR RANGE ON ROOF IN ORDER 'TO IN5URE A CONSISTENT BLEND D I Y I S I ON 13 SPECIAL CONSTRUCTION OF COLORS AND TO AVOID PATCHI=5 OR STAIR STEPPING OF COLORS. -" QUALIFICATIONS AND WARRANTY INSTALLATION CONTRAG''CR AND Lr'AD MAN OF INSTALLATION CREW SHALL HAVE A MINIMUM OF WIVE YEAR5 EXPERIENCE IN CONCRETE TILE ROOF INSTALLATIONS. - I ' BEYOND 'HE MANUFACTURER'S WARRANTY, THE CONTRACTOR SHALT. DIVISION 14 CONVEYING -SYSTE1„I.5 PROVIDE A - TWO YEAR GUARANTEE ON THE ROOFING INSTALLATION AND WOWMANSHIP. AS AN ALTERNATE, LIFETILE '.ONCRETE TILE ROOFING PRODUCT MAY BE NOTES SUBMITTED A8 AN ALTERNATE. PROVIDE PRODUCT LITERATURP, ICBo REPORT AND SAMPLE FOR APPROVAL. ALTERNATE: SHFET BUP97-0539 - -�--�- _ 12390 Schools Ferry Rd. 0 4 of 24 TIIIItill 11111 I ! + ILIIT1TTTII1F THTC DOCUMRNT T LFSS IITLF(ABLE 'THAN TI{TF NOTATION, 71 71171IT111111 IT IS DIIF TO THF QUALITY OF W` No.So Qu `�`�'� THF ORIGINAI. DOCUMENT. - - - - - -- ----- - - -- -_-- __ __.._ __-- _ _..__r OTE 8 Z 18 Z I GI Z A L I Z 6rZ II ErE ( I�Z 6;19 8 t 8 i T 19Ti 19� Wt I fi t 11Sr I t t l O�t I TT I I 19 I--�9 I 1' I 8 I L I T�n�>� �IIII IIIIIIIII Illi 1111 IIIIIIIII IIIIIIIII IIIIIIIi IIIIIIIII IIII IIIII III ILII IIII�IIII IIIII1111 Ili111 1 ll Il�I Illllllii�lill ILII ILII IIII�IIIilllll III! ILII ILII ILII IIIIIIIII ILII ILII IIII�IIII ILII IIIIIIIII ILII ILII IIIIIIIII lill�llll ILII ILII ILII ILII III IIIIIIIII IIII��II i. o� �..Ynra,,,.m.::�.•a`u.yrY....+w tom:.. �.y. . yvi:;rwsu .. �Ily�.- _ _ -. - .._ ♦ r">tM.� lry�' .., "'d�'.e '•l ... * 1 s)- 'v�':�. ' n ..� . .9'l .C ' •i • .. °. F--• 3r+ty Ae... xi5:�-::F^. i ':y v, ' i. 1�. rl_. I hc . ',` 4 trl�t l.'nF . °�A,.. ( .'':�' .. it , _... .. � h11, ., �. �• N,�r � P I s- - Q I Q Q and Construction Services Inc. N MGDON.4LDS RESTAURANT 9025 S.W. Coma Street Po. Box 23784 TgorC, Oregon 91223 ,lll Phone: (503) 520-2086 I L _J II FAY,: (SCJ) 684-3636 qb. °J4'-113/4" 3 �- LANDSCAPED AREA I' REMOVE EXTG. EXISTING CURD AND LANDSCAPED AREA- w CURD. CCN8TRUC7 LEASED AREA POR NEW CURD RAMP __ -- __— '4 COI"FAAIICATICN TOWER i? STRIPPED A=--Eb , -�/,� _�� WAY TO BUILDING RAISED zip - �j • O'EIVIENCY E5CAP I x;r MED IG,4L CENTER NEW SIDEWALK AND P1 K I O f[Y,I rp ZXI" ONLA 514" REMOVE EXISTING _ rRECLAIM CURD FOR NEW I% 31.98 APPROAC'l III I � )CYCLE "EXIT" ONLY SIGN 1 =T) PARKING EMPLOYEE AND MONOPOLC MAMTANCE PARKING NEW SIDEWALK I '•O IR 1 '•�" ATURAL )III EXISTING CURDGAO LINE EAS0 -m NE EASEMENT M!1!R • 20.LI URE 4 EXISTING CEXISTING CURD EXIOTING CURD -- AND SIDEWALK AND CONCRETE �I WATER LANDSCAPED AREA APPROACM 1 QUALITY AT 1 CA ARD SPACE PARCING a DRAM p' VACUUM ISLANDS - G 1 I TAX LOT, SDO i 24'-C" 24'-V' 9 TAX MAP, 101945C AlCE.SS ROAD CO14GRETE C LINKED ��N Q I-�9-ss 9 cuRe-Tl P. 11 D REVISIONS: _ _ _ - _-.-- n CANDSC ACCESS EASEMENT EMPLOYEE DUMPBTER .- - -- _ _ - - _ _ _ _ - _ _ _ _ .- -- _ -- - - -. - _ _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - � LANDSCAPED AREA PARKING CO I EXISTING SD. MANHOLE C/ CE AF NTE I ' I O'-O" NATURAL EXISTING CURD I GAO LINE EASEMENT AND SIDEWALK EXISTING FIRE KX16TNO STORM DRAINAGE I I HYDRANT . EASEMENT �EXISTING SD. MANHOLE � (- —SEDGE OF EXISTING A.C. I i I ' I OIL CAN NENERYS II VACANT LOT i PROJECT: I PACIFIC CAR WASH 1 12390 S.W. SCHOLLS OFFICE STRUCTURE FERRY ROAD TIGARD, OREGON CLIENT: -- --- ---- ' ' THOMPSON I EXISTMG PGE TRANSFORMER DAVIDSON - - - - - - - - - - - - - - - - - - - - - - - - - '- - - - -- - - - - --� - -- - - - - - - - - �I LEASE cA,SINET Date: 11-17-97 Scale: 1' = 1'-0" Drown by. JDA Checked by JDA Job Na.: 970220 NORTHJob No.: PEP,MITsite SITE PLAN I• . 20' 91 TE DATA SITE AREA Is, 021 OP, PROJECT DOUNDRY AREA moil OP. evo%) (MINUS 1,14! SP. OP AC. AT STREET) INUILDIND--- Iw SP. rnx I SITE PLAN _ PAvEMENT H;193 OP. f63em, — LArmeeArED ARBA —4pTT SP. (seem SHEET — — 5 of 24-0539 12390 Schools Ferry Nd. 5 nf24 ......_..--........�_ �.s.a,m.ww,.....-<..w...�,............�.......�..�.�..--......•.�.....�.�a-,•-.r,.........s.vw.!!!'PgA4�•. +mv:wctwaw� .r.wn..y r..w=..... . _..� . . ...,.. . ,r.'�.ww..rwE�... ,..�,._..., _. ._... ..�.....ev IF THIS DOCUMF,NT IS LESS � T�I�''I'Jill I jl III r(i i l 'I'Ii�fT��'1TIT�•' 1111 '1' I 1 I1IT�I'TII I I7— THE ii �1 I I III III III 11111 III III 11 1 1 1jT� Tt 11j T 1 1 I I 1 1 I 1 I 1 1 1 1 1 1 1 , LEGIBLE, THAN THIS NOTATION, � I I I �I I I I I � 1 I ;T -� IT IS ODUERIGINAL TO THE DOCUMENT.TY OF iVV Mlr r Z 24Xj THB ORIGINAL DOCUMENT, i c -' .,r '.' s.'• ....:'::. ��Y.i.. � _.. -' - ..:.r.n- 3c �,,�. ',� 3=b'S�T '!.`.:Pti' -,t.- .x. - ?'�v�: wy:.:ei':' :p'-,. -�.-1: --. ... -. '�,r- .�, .. ,$ �- I • and Construction Services Inc. 9025 S.W. Center Street P.O. Boz 23784 1`Igord, Oregon 97223 Phone: 1503) 620-2086 FAX. (503) 684-3636 l J � � I i ( I �- � 8 / S I it • ' 5b �bb 5b bb �0 4 tet.{•.;,;,;; �7' 9ti WIDE�AGG 83 � `- ---•---- _-- � , 1 - I AISLE. SEE 5+aE I I 3 10' 5 -01, NO. m-b NOTE 6- ! I -SEE 5... � I 1I , s } ( 3 1 i _j 5b CATC-4 BAS13' E AI Im --- — i ABRK C51, D LED PARKING; T - 5PAGE AND AISLE Al,+ I-23-V ADDED TNI8 9NEETSEE + E 0.2IL ON KNE Rid v;SIONS: 7"7 — -- — — -- — ------- r ------- - - - - -- III — — 14 24 I � r I ' PROJI_CT: PACIFIC CAR WASH 12390 S.W. SCNOLL.S FERRY ROAD TIGARD, OREGON CLIENT: i THOMPSON I ' AND ' DAVIDSON LEASE Date: Scale: 1" Drawn by: JDA Checked by, ,r I Job No.: 970220 I NORTH SITE PLAN Drawing No.: PERN11Tsite1 .__ ' 1" , 2©' CONCRETE CURB - SEE DETAIL 2/5.6 f '-= - EXTRUDED CURD- 5EE DETAIL 11/5.6 SITE PLAN SHEET 13Uh97-0539 1 12390 Schools Fe l 6 of 24 m'Rd. . 1A RON • >G ... ..• . . ....,�. ..tar..x.7Rfir-�p"I�IP4s _ ..,....�....�. . 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'd .r • ,n• rt11'til� YF'z! _ •� `:{" ,•1i .i t Irv. N., ;t „'` ,'_3 - 'Y• t .r'.ta _ IAF'. - - - �'� 1b'� � . v7`,t J�� r '7F 4 *s1i•�F� r� 1 x't'dl,�[�f'�,.. � t��,r �,r'Mn ,-r`�y's i"al-,-» �S. 1" fi 1.+�•{` _ � f• ' • '': s • '4'- .d; r r and Construction Services Inc. 9025 S.W. Center Street P.O. Box 23784 McDONALD5 RE5TA RANT T'Igaid, Oregon 91223 S' l Phone: 503 620-2086 FAX: 1503) 684-3636 � I I EXI5T'NG EVERGP•Z:N TREES ACU �R 7711 � l PE �y .._ � � � `r• • � � AL-mm 11 t:R}. silts 1 — '�—- _ _— - / . _ . • . 17, ,LAS'-''� — — 30' CLEAR t ION AREA - ---- ' . . . . . . . 2m'-m" E ;u° 2m'-m" �E _, ` f ✓ L IGHT, L IGHT REVISIONS: — V,4G,4NT LOT I I NORTH LANDSCAPE PLAN . 2m' I PROJECT: _ FLAN1 71_NG 5G+4ED_IJLE _- PACIFIC _T -- COMMON NAME CARWASH QTY SYMBOL SiZEIMINJ SPACING 12378 S.W. S%'rI OLDS BOTANICAL NAME _ —t FERRY ROAD FLOWERING PEAR "CLEVELAND SELECT" 3 0 PYRUS CALLERYANA 3" CAL IPER AS SHOWN TIGARD, OREGON 3 iW • RED SUNSET MAPLE ' ACER REBRUM MAPLE 3" CALIPER 45 SHOWN 2 CHANTICLEER FLOWERING FEAR 2" CALIPER A5 SHOWN CLIENT: _ PYR',J5 CALLERYANA CHANTICLEER Q RHODODENDRON THOMPSON 13 _ ANAH-KRU 3HKE--- 5 GAL. GANG A5 SHOWN A N D 5 LAUREL OTTO LUTKEN —_ r 5 GAL. CANS AS SHOWN' PRUNUS LAUROGERO5U5 DAVIDSON VIBURNUM rIAVIDII 2m ( 1 -- — 5 GAL. CANS 43 SHOWN LEASE ��„✓✓ VIBURNUr( DAVIDIi GOLDEN GRAIN 5 y — LABURNUM x WATERII 2" CALIPER A5 SHOWN _ ARBORVITAE Date: 0-11-97 I 5 � THUJU 2" GAL I r''ER A5 S1-IOI�I Scale: 1" — 1'-0" • CONTRACTER SHALL VERIFY THAT THIS MAPLE Drawn by: JDA IS OF SAME TYPE AS STREET TREES TO 1HE WEST Checked by: JDA AT SOUTHERN SIDE OF ACCES5 DRIVE FROM NORTH DAKOTA. Job No.: 070220 Drawing No.: PERMITIondP GENERAL NOTES 1. ALL LANDSCAPED ARE46 SHALL BE PRCVIDE.D WAN IRRIG:aTi�;N SYSTEM. THE CONTRACTOR SHALL PROVIDE IRR:GATON DW_iS TO THE CITY OF TIGARD FOR APPROVAL , 2. ALL PLANT'S SHALL CONFORM OT ALL APPLICABLE STANDARDS OF THE LATEST EDITION OF THE "AMERICAN STANDARD FOR MURSERY STOCK" LANDSCAPE (AN S. 1.26rv.1) 3. PLANTING BEDS! PROVIDE 12" MIN, SANDY-LOAM SOIL AT PLANTING BEDS W./ 2" MIN. 11EDIRM BARK OR LEAP MULCH. PLAN 4, TREES t SCHRUBRY AT ACCESS POINTS TO 51TE SHALL BE MAINTAINED IN ''• ;+ r ORDER OT PROVIDE A 1®'-2>" CLEAR VISION AREA. NO OBSTRUCTIONS SHEET ArE ALLOWED BTWN. 3 1 8 FEET A15OVE GRADE IN THESE LREAS. --�' BUP97-0539 12390 Schools Ferry Rd. • 7 of 24 — '�ufa�.�, wrinu. a+wwraaaw�M*'°HMR• ... sNlpat'.N•rf/�'n'wlf*«.a'v"�.jI0 R. M - .._. .........-..-. -' •' '.. x rR S{.TT"! i"i:.ce nr: .pgNfr'^s�«M+vgrvl►IMVI�M. l "aW�:wt,.,- :..n.. ...nw,...+s•+.ww..w+..�.-,,.e,� nvwe�n•+I•i..,.rsr�..• ..-..,........_..-.-..... ,.,...�''i ' .-we.•• IF THIS DOCUMENT IS ,ESS fr II III III III 111 I�11 TIII I 1 IIII ! 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Box 23,784 I"1GD ON,4L[)5 RE 5 T AUR4NT Tigard, Oregon 97223 Phone: (503) 620-2086 II FAX, (503) 684-3636 � I I I 11 LOW 7 ,yoi ,tib TOP OF FOUNDATION ELEV. 2385'AA 1 WATT=R OU LITY FA LITY ,� i 5 SEE DETA I THIS HEFT I -- - -- _ _ - - - - - --- - - - - -- -�� / -� ,ti / 1 �I 1-23-Sl 1 _ �Y I r' REVISIONS: l� `F RIM ELEV.■ 2315' f`� IE. OUT■ 231,08' !! Y ANT ��-- 242 RIM ELEV.■ ?33.98' !/ I.E. OUT. 23058' /! 241— T /! P L A N 1ti REMOVE EXCESS SOIL FROM II T 115CH XISTINC,REGRADER O r G ES AND NEW PROPOSED GRAD 240 PIPE OUTLET PIPE OUTLET I.E. OUT■ 233'•.,9' —� I.E. OUT■ 233,99' PROJECT: ---- 239 —_—,� a I1 --- -- --- -- c�, RIM ELEV.■235.00' S'-@ \ PACIFIC I.E. IN (NORTH), 233.°.5' \ ________ 238 I.E. OUT■ 233,90' WATER LEVEL CAR WASH /233.98' �Ij - - - - - - /- -- _ - -- - - _ _ _ _ _ = 12390 S.W. SCROLLS FERRY ROAD I _ — TIGARD, OREGON -- —Ingilammull Mill 1111111M 11111 F-P1111101TIM PIT CLIENT: SECTION A - A11-iOMPSON AND DAViDSON ^�— LEASE loom DRY POND DETAIL GRADING PLAN Date: 11-17-97 � 1 _ N.T.S. Scale: 1" •- Drown by: JDA SEE 8HEET 1.4 FOR MAINTENANCE PLAN FOR DRY POND. Checked by: JD/, GRADING N 0 T E 5 Job No.: 970220 ---- — I Drawing No.: PERMITgrading SITE DATJMN: USE NORTH EAST PROPERTY PIN TOP OF PIN ■ 240.60' EXISTING TOP OF PAVEMENT PROPOSED TOP OF PAVEMENT GRADING UNLESS NOTED OTHERWISE PLAN . r — XXX--- EXISTING CONTOURS SHEET j — -- . .•r — LLL BUI'97-0539 • 12390 Schools Ferry Rd. L 3 8 of'24 "r�R.a .ova.u!M,+MIW�II'km;/ay!'Itf•a�,: w.a.. ',vr '�klM,ova,IrMCIIMwwrsw..rM'�MMIIMwr'n�+m.,:�,,,"x•�n�•a-�wre« ..•x'tM-...:. -'I� 7.9M.'Me1� ..._ ... 'Now ..... . .. ._ .. 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' _....�� Y�/ '^- . . "�. 1, . . _ . . . . ("�R7,•� .. - �.y .f = .. - 2t _ ... i- f L . I k rt , K SANITARY SEWER NOTES ELECTRICAL SERVICE NOTESRECIPROCAL INGRESS - EGRESS _ l ;rr 1 UTILITY EASEMENT PER FEE and Construction Ser-,Ices Inc. + — NO. 90-11563 / 9's-23108 9025 S.W. Collier Sheet P.O. Boz 23784 " THE SANITARY SELLER LINE PROM THE EXISTIN3 Sb. LINE TO WITHIN V-0' THE EXISTING ELECTRICAL SERVICE WAS EXTENDED TO THIS PROJECT ®' = I T,ydrd, OrW 97223 CIF THE BUILDING SHALL 1-E CONSTRUCTED GUT OF P.V.C.. A8T11 D-3034 OCR 35, WHEN THE ADJACENT STRUCTURE (OIL CAN HENRYS)WAS CONSTRUCTED. _ THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE EXACT ----- ------ALL PIPING WITHIN 5'-0' OF THE BUILDING SHALL BE OF A MATERIAL WJICH IS LOCATION OF THE EXISTING LME. /)�-\EXISTING 9b LINE Phone. (503) 620-20M APPROVED FOR INTERIOR USE. ALL OTHER PIPING CAN BE 3034 P.v C. UNLESS OTHERWISE NOTED. THE EXISTING CATV SERVICE WAS EXTENDED TO THIS PROJECT !� FAX: (503) 684-3635 PROVIDE CLEAN OUT EVERY 100'-0" LF. OF PIPE AND BUILDING. WHEN THE ADJACENT STRUCTURE (OIL CAN HENRYS)WAS CONSTRUCTED. THE CONTRACTOR IS RESPON61151E FOR VERIFICATION OF THE EXACT REFER 10 SHEET 2.1 FOR REST ROOM LAYOUT. LOCATION OF THE EXISTING LINE. L L I 1I„ CONTRACTOR SHALL EXPOSED EXISTING LINE AT 'TEE" CONNECTION Q I /i EXISTING MCGONALD'8 RESTAURANT LOCATION D S$ FIELD VERIFY EXISTING INVERT OF . PIPE. THIS SHALL USE LONG SWEEP ELBOWS INTO BUILDING AND AT ALL CHANGE OF DIRECTIONS. BE DONE ATrBEG"41NG OF PRD OJECT ENGINEER SHALL BE NOTIFIEDIMME 1 /' h '.i PROVIDE A CONDUIT FROM SERVICE PANEL TO EACH VACUUM ISLAND, � . . POLE LIGHTS, EXTERIOR SIGNAGE AND TO MENU BOARD (SEE SHEET I.U. lL 'a1 I ✓ v. tl,+, 1 "TEE' CONNECTION INTO E%u1NE9 12-398 r-1EDICAL CENTER = / RAIN DAIN yI1 BONITO / / �i' _- RE _LAIN SEWER E T / / - CB of CEI- ��J I op A II _EASED AREA NGAS LINE f FOR TRANSM1981TRANSMISSIONII r TOWER EMG. 5'-0" GAS LINE IE. CUT•234JD0' --- — IE. OUT.234.52' _ II EASEMENT 1 3 RE IPROCAL IIJCa� I- EGRESS 1 / it L I ELEC. METER _ C.O. I r _ t ILITT EASEMENT R F£E 1 / -4"0 55 -•� U N 90•:1853 1 e2-2318 ( /� � I ) IN DRAIN 03 RAIN D 42 .,; III LLLOTIR _L 3" L I ty�l LINE _ f// �9y'J --`._- STi]DBEDI5-STTE. SEE WATER / 1 I . .233.99' /. / "'�♦=I I RE'✓I ONS: 0 SERVICE NOTES. r " ACGSS ROAD 6 ® f--ELEG. LME •�.• _ EXTG. SANITARY SEWER ,� EXTG. S.S. , qQ pDR41N I M •-�-•�' MANHOLE 3 I C2 55 9„e 55 � I - __-- -- -t-- - _ _-- ------------------' T _ r - -- - - - _. - - - - - - - - - - - - - - - --- zd Y -__ - - - - - - - - _�% - -� - ---- -- -- - - - -- - I STOW SELLER EASEMENT EXTG. STORM SELLER 1 I L 3 (VERIFY LOCATION) I EXTG. FIRE HYDRANT EJ�ISTI 8D. MANHOLE I r FEE NO. 90-62b15 w 11'Ka I I I ' EXTG. 11',"0 WATER LINE I I I I 1 _ d METER EXISTING WATER VACANT LOT LINE STUBBED I I 3 I I FOR 'VACANT I1C -EXISTING PHONE CONDUIT STUBBED TO SITE I PROJECT I I LEGEND ' I . PAC;,FIC 3 e I OIL CAN HENRYS ' I kr_i�ELEC.EXISTING CONDUIT STUBBED TO EXISTING FIRE HYDRANT I _10m 3CARWASH r 1 SITE MANHOLE EASEMENT LINE 12378 S.W. SCROLLS I ❑ NEW CATCH BASIN (TRAP TYPE) I i FERRY ROAD r I O NEW WATER METER I TIGARD, OREGON STORM DRAINAGE NOTES � ; —1 1/1"" W- NEW I IR” WATER LINE I CLIENT: GENERAL NO"TES i —b" W— EXISTING WATER LINE , PIPE 9M�A�, , INFORMATION ON EXI8TMG UTILITIES D —'—SD-�-- STORM DRAM FACILITIES WAS OBTAINED I �' SO OF . FROM DOCUMENTS PREPARED BY WESTLAKE CONSULTANTS INC. FOR LAND � t I AND r USING 3"' OF RAIN PER HOUR.IAS DETERMINED BY THE UNIFORM PLUI•IBING CODE TABLE 14-2. PARTITIONS AND AS-BUILT DOCUMENTS FROM OIL CAN HENRYS. + ---59-- SANITARY SEWER ' DAVIDSON CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS I I r PROVIDE CLEAN OUT EVERY 100'-0" LF. OF PIPE AND Al EVERY DOLLNSPGUT. OF ALL UTILITIES. I- i 1 -----•---- ELEC. J PHONE LINE I I LEASE ALL PIP(IG WITHIN 5'-0' OF THE BUILDING SHALL BE OF A MATERIAL WHICH 19 I\ APPF40VED AOR INTERIOR USE (ABb.) ALL OTHER PIPING CAN BE 3034 P.V.C. UNLESS OTHERWISE NOTED. L. REFER T(7 SHEET 19, DETAIL 1, FOR WATER QUALITY FACILITY INFORMATION. WATER SERVICE NOTES I �•• I Date: lI-17-q1 - -_---- Scale: 1"=20'-0"- ---- - — - - `1Ex1STMIa TELEr'HONe SERVICE --- IIN DRAIN -1 AREA • ',500 OF. ALL MATERIALS AND DEVICES SHEXISTING PraE TRANSFORMERALL BE INSTALLED AND APPROVED Drawn by. JDA (BUILDING) BY THE CITY OF TIGARD. SUBMIT REQUIRED DOCUMENTS AND _ _ MATERIAL DATA FOR APPROVAL 4S SQUIRED. OF.RAChecked by. PRT M DRAIN 7 AREA . 1, — 000 Job No.: 970220 (BUILDIrYa) THE EXISTING WATER SERVICE WAS EXTENDED TO THIS PROJECT WHEN THE Drawing No.: PERMITfocility RAM DRAIN 03 AREA . 6,700 9F. + 10M SF.. 1,200 OF ADJACENT 9TR1CTUf7E (OIL CAN HENRYS) WAS CCN61Td1CTED. (CD Z) (BUILDING) THE CONTRACTOR 16 RE5PON91BLE FOR VERIFICATION OF THE EXACT - DRAIN LME "A ---- AREA . 1,500 OF, + 41D00' 8F. + 1$00 97. • 12,100 OF, LOCATION OF THE EXISTING LINE. (DRAIN •) (CB ") (CB 4 4 BLDG.) ' PROVIDE A REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE DIRECTLY MANTENANCE PLAN BEHIND THE 2" WATER METER THIS DEVICE SHALL BE TESTED PRIOR TO THE CIT r ALLOWING WATER USAGE. THE WATER METER 844ALL BE LOCATED AT THE EXISTING ANGLE STOP LOCATION NEAR THE EXISTING JYDRANT. THE WATER QUALITY BASIN SHOULD BE INSPECTED AFTER EVERY MAJOR THE PLUMBING CONTRACTOR SHALL INSTALL A DOUBLE CHEL;K VALVE STORM DURING THE FIRST 3 MONTHS AFTER C4>48TRUCTION AND I ASSEMBLY FOR THE IRRIGATION SYSTEM. COORDINATE THE LOCATION W/ MEASURE THE AMOUNT OF TIME IT TAKES THE FACILITY TO DRAIN. THE OWNER AND SPRINKLER CONTRACTOR THS BASIN SHALL BE PLANTED W/ GRASS D ANY BARE SPOTS OR ALLERODED AREAS S:IOULD BE MBOILED 1 D MAINTAINED W/ THE�TEYPICAL SITE LPROVIDE ATIONO W /E H BIBS AS NOTED ON SHEET 7,1. VERITY NORM FACILITIES f MAINTENANCE PROGRAM / SCHEDULE. FACILITY PLAN / UTILITIES ACCUMIULATED SEDMEIJT SHOULD BE REMOVED PROM THE BASIN AREA I — I C° THE FACILITY. R!1'MOVAL SHOULD OCCUR WHEN TFIE TRENCH IS 20' PLAN THOROI'GHLL' '.:OUT-Y DPIEUt_ SHEET _ 11111-97-0539 Ll 190 Schools Felty Rd. '),)f 24 1 e4 IF THIS DOfUMP.NT IS WEBS r7 11 IIyI IIIA I I ,III 1111 III I II 1111 1 I'I 1111 III III I I III III III I 1 1�1 1�1 1� 1 1 Tjl T 1 III III III 1 I III �T`111 I I LEGIBLE THAN THIS NOTATION, IT I lI I I I SII II ► '�"4I'� r`1' �' bl i I bl I I bl I 1 �'bl �" bbl I � 1 I I ��I . IT IS DUE TO THE QUALITY Of THF. 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N.• Ks• ,e ,a. 4 k.- , , .Wt ..•P, ..-d` r' i!F +, , ,a,� !, �- N g 'C' ,. �iS. „I;� � '`)"� �:i^" J. ,Y� ,oF1Y�•k an itl 5 il,J %,r .1�.. .c, l r�•�' Y , 1. �'.`,.., `'. :f�� , � ,' �» ,� �- •,, ;. , , .,. � ��. - d Construction Services Inc. i' dv ''.: ..! r C5•'r '�G• a, F',tira - y,"'rS A '`�• ft a Y'.•r,. a $ '•,,:, -a.'. _, •YS .'�.- -:i1 , 9025 S.W. Center Street P.O. Boz 23784 Tigard, Oregon 97223 I I Phone. (503) 620-2086 f I ------------------------- ! FAQ: (503) 684--3636 EXISTING CURB p� `'•'• ���M. SEDIMEN TION FENCE — � • •. �'• _ @Ep1M�NTATI FENCE I 823 MIN. ni J _ U CLEAN PIT RUN OR Z"-MINUS GRAVEL r •A/ 1 lJ 1 rI / CONSTRUC TION ENTRANCE GRAVELED CONMUCTIO'N ENTRANCE DETAIL DRAWING 3-I4 REVISIONS: z �\ G VEL CONSTRUCTION ! -- �l EN RANCE \� �'� 242 — SEDIME TATI F NCE \ I I USE STITCHED LOOPS I FILTER FAJR:C MATERIAL OVER 2"x2" POSTS ! 36" WIDE ROOLS -� FILTER FABRIC / \ MATERIAL ! I I ' i 1 � i I 240 _ -� :� �__ PROJECT: ' 1 - --- �pTI SEDIMENT FENCE PACIFIC MAXIMUM SPa1C6:�Cs � _—_—,--------- � �----- � � 238 - , CARWASH 12378 S.W. SCHOLLS \ FERRY ROAD FRONT VIEW SIDE VIEW �-`'–� ' I � TIGARD, OREGON I CLIENT: ANGLE BOTH ENDS Or FILTER, FABRIC I THOMPSON o / FENCE TO ASSURE SOIL 15 TRAPPED. _ L /0I J AND \ ,-SEDIMENTATION FENCE ' DAVIDSON U LEASE INTERLOCKED 2°x2° Dote. POSTS AND ATTACH — TOP VIEW Scale: 111 = it-o" Drown by: JDA Checked by. JDA Job No,: 970220 NORTH Drawing No,: EROSION MDIA W FEIo�cE SITE PLAN -_ DETAIL DRAWING 3-2 1 EROSION I CONTROL PLAN p t•'. " Q 1, •'. ) r••ah; " i �.• 1 l l I E E I a jM1197-0539 12390 Schools Ferry' Rd. IL ��fAdIV' .,vi•IWPk�R'r '!!.WtfPvT AIv11111MA�•'.MlMblfi�!'fl!"Jib, .,n• ;.•rin s•,r.,,Pv,k!1►' '1+�►•s>A •l+,vYi°IL. I:,v,,..n+r '�fi!'" F,1�'I 'tI,`ar+Y'Mr:eHM�"�awltil:'mll'•►!1G56' r! gy^Ir,, ,.,. _ .. -, ._. TTT7T►f lllllll lllllll I�lllll 111 111 II111 I IIIIIII 11111�T lll�Il1 lllll r1r�11T�1 Tillllllillllll IIIII�I 111 �111'IIII1�1 1 llTj1 11��. 1 I,TtT 111 1 1 III�Iit rll 111 I�III�' ilI , TF THIS DOCUMENT' TS LCSR I I I I II I I I I I I I II 1 I II }�1 I �l I T 'I _ VVV / LEG T BLF THAN THIS NOT 171 GN, ___�_` �_____. J1 ___...__ .__— _�_— �I- ----- -� S ---� r-..* -� _ gush Q 1T Tq DUE T'0 THF QUALITY OF i- — No.36 �j'„ „• -! 777 THF O R T G T N A i, DOCUMENT. IIII £IIII�II8II ZIIII���II8IIIGIIII�IiLII G IIII�II811G--—I -uT7IZ---I-'6 -II-II.I I-IILI�GI-II—IIIIItI GIIIIIIIUII�IIIIIII8II tII�IIIIIBIITIiIIIIIIIG�I I T i I t I 8 — I ,IuI�u� 1-1-1-1 rLII8 —£t1 } and Construction Services Inc. 9025 S.W. Center Street ' P.Q. Box 23784 Tigard, Oregon 97223 I Phone: (503) 620--2086 FAX: — (503) 684-3636 VERIFY INCOMING WATER SERVICE LOCATION W/ OWNER AND EQUIPMENT SUPPLIER --- SEE SHEET 5.3 FOR RECLAIM 12 r f "PIT" DETAILS. L MECHANICAL ROOM r STORAGE LOUVER IN _ y, PROVIDE LCUvER IN ! `r MASONRY WALL. SEE - EQUIPMENT }QOpYri —_M46ONRY WALL. SEE 5/4.1 AND D/42 ;, � ' r i I B D D/4.2 �/ J 17. /4.1 AN �_ _ ® ii C Ell a 12 ® - a9 I • - •- 3'-4 In' 3'-4 I,'Z" 3'-3 in" 4 DOOR TO LOCK FROM OUTSIDE -� I 64'_ DOOR TO LOCK FROM INbIDE 4" STRIPED WALKWAY B I / ENTRANCE FROM STREET— CAR TREET GAR WASH TUNNEL (REFER TO SHEET 4.1) RECISIONS: '-41/21, ,-PROVIDE BLOCK-OUT 53 A OVE DOOR FORit ELECTRICAL CONDUIT. - —� VERIFY LOCATION W/ / J EQUIPF T SUPPLIER B Al , O L I rG, o, 41n - rti ROOM 4 I 0 - �'� C,PFICE C 01 too, to PROJECT. 'E6TROOM \ 8 nN EQ. (12'-3 3/4") EQ. (12'-3 3/4") \., -------- I PACIFIC 4 I/Z° EQ. (12 -3 3/4") EQ. (12'-3 3/4") 14 �/ �---- CAR WASH 2'-0 50'-fa" ?._8.. 1,_4„ 13'-11 1/2 '590 S.W. SCHOLLS 2I'-3 1/2" I FERRY ROAD TIGARD, OREGON ---�+ CLIENT: KE'r NOTES rQ9NE A NQTFg 11HOMrqzjON AND (D4'- " x 6'-8" HOLLOW METAL DOOR 1 FRAME. I OFFICE FLOOR WILL NOT BE FIN13r4Ep DAVI-DM- - N � FRAME) (LEAVE EXPOSED CONCRETE 6LA15 AT THIS TIME). 11LEASE 0 WINDOW W' CLEAR POL19HEp ALUMINUM FRAMES 2. ALL METAL DOORS SHALL BE PRIMED (RO. 4'x-i' - FIELD VERIFo ) W./ A RUST PROTECTIVE C04rINa e j PAINTED LIGHT 5RAY. _ r 0 3'-0" x 6'-8" HOLLOW METAL DOOR 4 FRAME. 3. VER(;'-Ir' R.O. REC,a. w/ DOOR MANUF Date: 11--17-97 (1-3/4" FRAME) Scale: 1/4'0 0" 4. PROVIDE 5/8" M.R GYP. BD. IN ELEC. f ROOM, OFFICE AND RE6TRCOM, MECHANICAL Drawn by. PSP ® CLEAR POLISHED ALUMINUM SINGLE-HUNG AND STORAGE ROOM. Checked b JDA WINDOW, BOTTOM PANEL. OPERABLE y � SILL ELEV. x 3'-81l', FIELD �/ERIFY) 5, PROVIDE VERMIC LITE OR EQUIVALENT Job No.: 970220 SILL ELEV. AT 3'-4". FILL INSULATION IN MASONRY WALLS OF Drawing No.: PERMITplan COUNTE ' P AND CABINETS. (SIZE 4 DESIGN MECHANICAL ROOM AND OFFICE. � Nim F �TO BE VERIFIED W/ OWNER) r - FLOOR PLAN E- (0 3' x 6'-8" aMD. W/ 1-3/4 FRAME. 1/4" . I'-m" -01 DRUM TYPE ROLL-UP COORS. i ® 3'-01' x 6'-8" HOLLOW CORE DOOR W: LEVER TYPE HARDWARE OCJ 5 GAL. UNDER CAINTER. HOT WATER NEATER. (� 2 x 6 • 24" G.G. W/ h,')19TURE RESISTANCE .'sl"P. BD. ELECTRIC "RECESSED" TYPE NEATER FLOORPLAN 102 14OSE 51155 - VER(FY LOCATIONS W/ OILNEF?5. SHEET I' 13[1I'97-0539 12390 schools Perry Rd. 2- ol I I of 24 IF THIS DOCUMENT IF, LESS l l f "( I I I I I III 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 T 1 1 1 1 f l l 1I1 1 1 1 1 1 1 1 1 1 Jill 1 1 11 I I I I I I I I I 1 I T 1 1 1 1 1 T T T 1 1 1 T l ► l l l l l l l l l l l l l l l " _�TTI �. 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'� +F f , y4• ,. 4 ti MT'-LlT 0T. �.� R, rT• 'i' p4 .r f. '-r 1i d .;"M� w�i �1' F:i^ "R'rls, �•. .� :r,• .,'K• ��..� �}' . ,w • ,� .}' •.,�, �pL •r y'• .�a R: ':t_ ,2�. i.} .� C ',�,°� -a:. •:!• i ,M1 , �7. .. _. :oa- 4 y l AY _ �,y + �} .1 y� 1 7tL 1' • „ , yy �a r � i rc r h •� r e N Y - Y f / � r t . r' 'tA• 1- .' aq rv� Ili•, .y, �.err,,,+ ..��' '. ./{{Y�ltl jj'' .d Y \- a .f_.Ih Yr: 'yY i'",:. n• .,o••v, /�, .� .J.4...,', ., _ _ _ ... - ry - r�. .'1. M� • �j and Constructicn Services Inc. —� 9025 S.W. Center Street ' P.O. Box 23184 T'gard, Oregon 97223 -- _� 91 -b" GGIVVEI"OR L NT Phone: (503) 620-2085 FLOOR DRAIN SAX-_ (503) 684x3636 I / f — I SEE SHEET 53 FOR SL OPE FLOOR 1/2" MAX.) RECLAIM PIT DETAILS �\ / TO DRAIN, D IN SHALL t_0 D I SGHARGE I O TROUG . STEEL B FINISH AT TUNNEL ENTRANCE t Ct 9j►, I I \ \ \ �• ( ,?b I I lS'� � 1D% 3"• DRAIN LINE T �` I I \\ \ _ y 0, I I ? - \ /` SMOO r H FINISH - TYP. I ! o \ \ �L IN TUNNEL 11 6" A56 PI \\ \\ 2-fog" ABBS PI ES ' I I ry� 4/ � II 4rr4 A.B.B. DRAIN LINEtv i TO SANITARY SELLER LINE v A_ 4 CONCRETE DAM _ I 9 A L 2t,2 x 2V2 x 1/4" - TYP. VERIFY LOCATION ---- E LEVEL LE1/EL f, ELOPE DRAINAGE TROUGH (°AP'100 y FINIgH) 1 W/ OWNER _ B - r4'-b t - — -- 3 _m / I - CONVEYOR SHELF (SMOOTL4 FINISH) "� a ,h`1• r 1 1 a ILII1/414a,``'� •r CONDUIT - 5TU6 UP i2" AFF. I\� y o II — . � N �.4 I REVISIONS: ti� I 11 I I "• P.V.G. CHASE - UP 12" AFF. I I ! I I °` 4„ ?� L 3 x '3 tr — I, L 2 t/2 21/2 114" - -- 9' `^ • • 1, -- -- � A/4" CONDUIT - STUB UP J 'SLOPE Tr?ESHCLD 12" A.F.F. O 2"o PVC CHASE - STUB UP 12" AFF. �� r ' �� a I.'I It (VERIFY LOCATION W/ OWNER) I. 3'-4" 3'-4" 3'-4" — �. �'TOP OF FOUNDATION ■ TYP. TYP. TYP. ? _ — �37.0�, 1 3"4 DRAIN LINE TO SANITARY SEWER I 461-6" 431-011 PROJECT. - - PACIFIC 12 CAR WASH 1; �M,.i r h•9r!`� i�}�, 12378 S.W. SCHOLLS a• t_; ''� ''�4i, * *y� �L ;qW4 rj�,� ��.p;('� - yira �y''`• "�. ���R,,a'"•' -. - L"�� :`° y� 'a f•M � ~ ,r A SLABFERRYROAD PLAN TIGAR R �7N ,(•'_'-� • F h l� �..Ir'yV - ! tj �µ,43�.t,{. .l r :,� ly{. .{v •J+• 1 �r i 1'r 7 1/411 . 11-011 DL 0 EG iP rk N '� �' �•! /.yf , � 1 q, � ��`� , t�� y L r� L .1a f' ,, tk l ��4�•M� ¢Y {,.a y';. W!3+ • Y ' �/a i,,„ �:`.L yf.r, sY i�i'^ i CLIENT: ro �r �y"'Mr`"� +�•>r.�'t, �1 5� , ,f�' � t`i'p„ '�;,W�{U, �(" ,�,p. ;F d}"♦ xl'`r i.) ' iS'' r7. ;p' "���,,, �r4THOMPSON �� 1✓f , Ir i,,{.. �� .i•y:�+:• Y�, i � F w k: tf a. A\4D DAVIDSON t xl. ACkp j ' 'q.t�• .1�� y •� 1 � „ -�' ! - k ���, p,y Jl.n ;.. � . . ,»� �>� � •� s oPE urs 4" ra Exlr „ • p�,<. �,• J n•�'f;5• r;� �,. �•,, ' ;a ,fir f. w Y.,��''�L.� x'�r b' I- LEVEL 2 6 -8 — � �,�'!,M - ••' r ''P�, ',i•'�: ��,�{i�, •,,^Af.•.n �. ",�+" y \�i' �. �}'e, 0 - P � r�, y1.�,y L, k »:... ,.. :,: •. .. $ C�'.'�i'� � '. b' y'�!^'aM. .j r'MCr".,, v.>'� � J 1.1,� May .,cif t 1 itlfr r�'/�• � •�. ".,,., ':r' 7 J ' R4�,,,.• t,'P;�i '} J '��i,, +r, 1.. r l , 1I� { , iy�Jt t 1 { rf L EA 'w+ '. } a' a�;;' y ,yt�.�./'�•a4{ 1' i7 ,, Cir.,k..1. ,.r• - .yr..•rr.r -�} _. :i. ��, ,�1;. d Lr. xr".` :4wy 3 �. b"' • �: 'i; b.4 'r•r '!{� a. ,�•..k.�.. YM, �'F.. '. •� .+'- �.• k� ,NAsn•'ir.'y ,;� J.4 ii �2�yB 33' _ ' -- -- ------ -----�'"'-�` 3�4"� CONDUIT t 4"♦ GONDUI1m CONCRETE DAM CONVEYOR SHELFDRAIN TRDUC�4-a n fu` r v�' L 2I/z x 2112 x 1,4°' Date: ll-I?-q7 �tIpO�p. (2) d o PVC OR CI PIPES „ . „ { �/� lREFI.cC i Ep VIEW) (REFLECTED VIEW) //""(SMOOTH FINISH) �0 �� TO WASH RECLAIM '� i 1 i TScale: 1/411=1 -U - / �. L 21/2 x 2�2 x /4 L 3 x 3 x �� r ---- ----- I�! 1 -3111 (oI Drawn by: PSP I 12 p5.Cl fro I I I I h,, -- _ I I — U , 1 - �— •, Checked ly TIP OF GONI/EYOR SNE-� L^ f � � h � - - ked by: JDA I`- 1 --- }-- _. _ _—_— � z3 �' Job No., 970220 1 1 1 ��� 1 i _ TOf' OF CONVE•rOR v gHELF Drawing No.: SLAB \ - --- -- 3"0 (MIN,) AS.S. DRAIN LINE 4"4 LINE TO SEWER -`�-' I _— -- --_ / - -- g"0 PVC OR GI PIPE 3110 MIN.)I DRAIN LIME A.15.9, (MIN.) A.f3.S. DRAIN LINE L TO F►NA4 RINSE RECLAIM it OF SYSTEM — _ LEVEL r_Er VEL SLAB PLAN SECTION AT TROUGH ft r C ,i ' . w � It-m� ��n F{ � "'w;ry •�t�'"�'4 h k�`"'. ry, 1 f � .,�i(' .____�_ --..—,--��.._ _ SNCCT BIJI'97-0539 lo r 12390 Schools Ferry Rd. 13 of 24 y � � ._ , Lza 3 vrJq•.,bY44,.tar•'.,. w^�•,"Dr'r xewM•6•'14r,- wab': { tr�.v!#•lVibNd✓ rw „• «.,... _ �MYEllts!llsYlltrA'- ."'rra '*M 11yMr Rr,r.rl1. M1"vw +,-w.}.r.. ,..•,..,r..,t,-•a,.e"+,w<-r, .�.............. ..... . •: .,...... ....,..�,. ,- ..� ' - L r.P , ' .r, G� .X- .w r,.,ry<:, ,�, .. c � - �'+'1�c'". ,�.}.",1 yr,. r L TT1T;i T III 1 1 1 ..I I I I I I I i l I I I I ' I I I I 1 1111 111 1 I I I i I I I I pj qi III I I 1 111 1 1 IF THIS DOCUMFN'f ]S LF�S I I I A J I J LFGIBLF THAN TRIS NOTATION, �t I _- _._ —1 __ __ _ _ _ _ _ _ ___�_-__ g� _� __ _ ___ IT I, DUF TO THF QUALITY OF - THF ORI G I NAL DOCUMENT. -- -- - _-- _-- _-- -- -- _ j ��e � �-� `� �� � � BLT 9t 4T bT EtLT t�iT 8LIIIIII I IIIIIIIII 1111,111 IIIIIIIII�IIIII I I I II I I I�IIII!lIII IIIII NII t i I and Construction Services Inc. 9025 S.W. Center Street I P.O. Box 23784 Tigard, Oregon 97223 Phone: (503) 620-2086 FAX: (503) 684-3636 f UD CCIN i ivzt 11. f , I I (4) e5 BARS - VERT, w/ 12" HOOK INTO FOOTING (EXTEND FULL HEIGHT.) SEE NOTE '8 I �_ ` 'I".5 BARS - HORIZ. AT 16" O.C. / L• I� AT WALLS ADJACENT TO GARAGE DOOR OPENINGS I I I — 12 --5 BARS - YERT. 16" O.C. - TYP, t a� • LL-A • o DE��E ��L_ �E�� • _ -= cirlaoc� o _ --� OI 5 BAR. HG�RIz.��� 1_ / •16" O.C. - - 4. 1 0-.4 -1- REVISIONS: (4) 05 BARS - VERT. GARAGE DOORS • i (4) e5 BARB w/ 18" I 251.99' of - - r _ -�- (EXTEND FULL HEIGHT) if HOOK INTO FOOTING T -VERT-(EXTEND FULL 25D33' HT.)-SEE NOTE 08 -L A. 1OI 148.99' i - gap- .11 - �I I ' 45 BARS-VERT.AT 321OC..-TYIZ. 24133' - I LI it -- Z, -J 5 BAR - VERT. AT WINDOW L AND DOOR OP (2) 5 BARS HORIZ. ENINGS.•TYP. - • 05 BARS - VERT. T • I in _ i 24" O.G. ADJACENT r Q BARS - HORIZ.' d0 TO GARAGE COCKS �48" O.G. TYP. PROVIDE "5 CORNER BARS TO 9 - - 05 BARS - HORIZ. r 5 BARS-VERT. 5 BARS-HORIZ. 16" O.C. ADJACENTLAP HORIZ. REINF. AT CORNERS TO GARAGE DOORS "5 BARS - VERT. • 32" O.C.-TYP. • 48" O.C.-TYP. (40 BARO) OR HOOK HORIZ. _ i, s " O.S.PROVIDE 5 — BARS * CORNERS (40 BARO) " r 4b TYF _- (� _ -(4) S BARS - VEIRT. BAR - VEr''T�l.T I--� PROVIDE ERT, E-100K (EXTEND FULL HEIGHT) PROJECT: CORNERS - ,YF'. � R - 3833' �! TT 2PACIFIC• _ Ir� �o� Sao ❑a CAR WASH 12378 S.W. SCHOLLS FERRY ROAD TIGARD, OREGOt� CLiEN TYP. REINFORCING PLAN _ TYPICAL REINFORCING LAYOUT I THOMPSON I/2" I'-D" I/4" I'-mil AND DAVIDSON LEASE I TYP. REINFORCING PLAN 1. TYPICAL HORIZONTAL REINFORCING: N0.5 BARB AT 48" O.G. Date: -1.1-17 TYPICAL VERTICAL REINFORCING: N0.5 BARS AT 32" U.C. Scale: 1/4"=1'—Q" 2. FIOIRIZONTAL REINF, AT GARAGE DOOR WALLS: NOB BARE AT 16" O.C. Drawn by. JDA VERTICAL REINF, AT GARAGE DOOR WALLS: NOS BARS AT 16" O.C. Checked by. JRN 3. ALL HORIZONTAL FccINFCRCING BARS SHALL TERMINl:T;: WiTN A 25" Job No.: 970220 HOCK (VERTICAL OR HORIZONTAL NOOK) Drawing No.: PERM11•reinf PROVIDE (2) NOS HORIZONTAL BARS A15C/E AND BELOW ALL OPENING& EXTEND BARS 24" BEYOND OPENINGS. IF THE 24" 4. EX'T'ENSION IS UNATTA;NABLE, EXTEND BARS 43 FAR AS P05515LE AND NOOK INTO NEAREST VERTICAL (REINFORCED GROUTED ;.ELL. 5. PROVIDE 40 BAR DIAMETER LAPS AT ALL SPLICE LOCATIONS. -VERT. AND HORIZ. b. PROVIDE (I) NOS BARS VERTICAL AT EACH SIDE OF OPENINGS, AT WALL INTERSECTIONS, CORNERS AND AT FREE END OF WALLS, 1, AT VERTICAL BARS AT GARAo5vE DOOR 01MENIN636 (4-NOS BARS) PROVIDE LAP' SPLICES OF 40 PAR DIAMETERS. 8. FILL ALL CELLS CONTAINING REINFORCING AND IMBED ITEMS. REINFORCING t FREMR TO DETAIL SHEETS 5.1 AND 5,2 FOR FURTHER INP'•ORMATION. PLAN / ELSE vVm SHEET m jP97-0539 , 12390 Schools Ferry Rd. 2 * 4 14 of 24 + " 4 .,.,.........,..,.... ..:...,.... ..... v �.,. v -:. .....,..»,.,�ww�wwr.+}..«vMN+�a�.,....:onw.«.+.w+�.aw.+r�►s.r+�►.�.wR�wr^...aM.���..-.yc'+1aMwgCNnMnrm:• �,.,�n�k+.,rp"'�..:-,:. ,'!�'p'"�r*�R11!!R:. tIMM+YAr' Iz- - _,w . .w.a...».w-.. dg1�+kP3gIMryM,P'sM: ,,:.. -.. .WNM1V`.:.:i111 M4fi4'Y.lf/'11�,•Y:".1.'I%•,'VMT'�M"'M�IMMM�lAz'�NP'r^•'N yn.,e�u• was '"t�r:'. . LEGIBLETHAN THIS NOTATION,IF THIS DOCUMENT 1S LESS III II IIII�I I,I I�I I II II�I�1 I III I 7q4 I1Ic DUF TO THE QUALITY OF 1I II II I I �j I 1�11IIIIIII I III I JI _. THE ORIGINAL DOCUMENT. ----. - --- __ __. _..-- - �- No-fie gush as �� Ig , III IiIllllll IIIIIIIII IIIIIIiII It IIIIIIIIIIIIIII III�II I IIII�IIII IIII�IIIIIIIII�IIIIIIIII1IIIII II IIIIIIIIIIi��!�Ilil IIII�IIII IIII�II IIIIUIIIIIIIIIIId IIIIIIIIt III III IIIIIIIII��III�III I111111IIIIIIII�IIII Igill�lill 9II1II1, ,, llll ciiii iII I�i III 'ull and Constructior Services Inc. ( 9025 S.W. Center Street = P.O. Box 23784 Tigard, Oregon! 97223 DE A D Phone: (5Q3j 620-2086 42 42 42 FAX: (>f13) 684-3636 SIM. '„_ -----BEAM CLADDING (FOREST G-+QEEN) METALGOI"ING (FOREST G1�EEN) RAISED RIBDED ME AL RGO� PANEL .� 1 � PARAPET COPING 1 (FOREST GREEN) /�-- VENTED RIDGE GAP (FOREST GREEN CONT. FLASHING (FOREST GREEN ARCHITECTURAL SHAKE RIDGE CAPE SHAKE (CHARCOAL GRAY) ,T r, (CHARCOAL GRAY) ----�\ -- --- -- — ARGN EC ..R,�-L SHAKE (0.44FiCOAL GRAY) 1. - I - RAISED RINSED METAL ROOF p,, ' I (FOREST GREENS ✓S;ti� J, - - COPING/PLASHING . - — — (FOREST GREEN) TYP. 1 I -- GALV . GUTTER (FOREST GREEN) — _—— — -r TYP. —^ - - BEAM CL.+DDING (FOREST GREEN) - -_-- L_- _r• TT _ -- _ 1---- -, ` , .000ENT STRIPE OF 8PL!T FACED C..M.u. AT REVEAL (BURNT ORAIkxE) EXIT �. - •�__-- 12"o STEEL COLUMN \� \\ \�\ \\ (LIGHT GRAY) r- - 8 x 4 x 16 'GIANT" BRICK TI (RED) W/ CONCAVE JOINT. _ ACCEN r 5TRIPE OF 50-LIT-1- - FAC.CD G1'1.U. AT REVEAL (BURNT ORANGE ) �— - - - - - - - - -- - -- - - _ — _ - - - - - -� / - - - — L] REVISIONS: SILVER ANODIZED ALUM. FRAME-TYP. DOWN 3P0 T l C STAV__ ), — WLUMN CLADDING EXTE IOR SURFACE MOUNTED (FOREST GREEN) LIGHT (150 WATT) AT NORTH V15ION GLASS WALL OF MECHANICAL ROOM. I SOUTH ELEVATION NORTH ELEVATION OPPOSITE HAND 1/4 I -0" G C � 4.1 PROJECT, METAL COPING (FOREST GREEN) PACIFIC 12 12 8 x 4 x Ib BRICK �-! NEONF0NEONLIGHT TUBE (RED) CAR WASH (MOUNTAIN RED) 121"390 S.W. SCNOL-t_S T W/ CONCAVE JT. - TYP. — '/\ FERRY ROAD PLYWOOD W/ BATTS 2'-0" O.G. TIGARD, OREGON (LIGHT GRAY) i — GUTTER AND FLASHING METAL BEAM COVER - ���—J (FOREST GREEN) CLIENT: 1 �\ (FOREST GREEN) ---�_ -- - = /ter_ METAL GOPING/FLAS'-4ING THOMPSON -- — ! �� . _ _ (FOREST GREEN) TYP AND -' ff I �-- GUTTER FLASHING DAVIDSON -� (FOREST GREEi`') ----- ACCENT STRIPE OF 5PLIT LEASE - / FAC.1lDr..P"1.U. AT REVEAL Az �// / i TT (E3URrJT ORANGE) - / MAN DOOR (LIGHT GRAY) Date: 11-17-97 t -" ACCENT 5TRIPE OF SPLIT Scale: 1/4"=11-Opt -`` / / ;, o FACE( C.M.U. AT REVEAL //�•%', / ,,�/ // ,�. r- - ' - (BURNT ORANGE) Drawn by: JDA Tom-,- / / 8 x 4 x 16 BRICK Checked by. SET /i; ,,, / Job No.: .—� r - (RED) w/ CONCAVE JOINT, 970220 (� =I �' / 1Drawing No.: PERMITelev L - - - - -- -- - - - - - - - — L] �.'- 12"0 1ETAL COLUMN I �� L] - - - -- - - - - - - - - — --.�.�..� (LI TGRAY) !_ _ - - - - - - - -- - - - - �-(LIGHEGRAYTAL OL L _.. J -- - - -- - - - - - - - -- NOTE: SEE EAST ELEVATION FOR TYPiCAL CALL-OUTS WEST ELEVATION ( EXIT) _ EAST ELEVATION < E N 7 R'�- 1/411 . 1'-011 ELEVATIONS 'SHEET 13>>r97-()539 301 1239()Schools ferry Rd r- 16 of 24 IF THIS DOCUMENT 1� I,RS� �ijIIIj1III111 1111111111111111111111111111 11111111I1111TI11Il1111I1IiIIIIII ,� I1 � � 111111LEGIBLE THAN THIS NOTATION, _ I_--- - I � -- �I �r _•'�— � -- II I ---- ---_—Il-vl—=I — �� 1 ----- " IT 1� DUE TO THE QUALITY OF nro.�e �...rX guS p?0 l777 THE ORIGINAL DOCUMENT. --T--- 1 �--- -- -- -11- -- _e- _ -- — �Illli ilillllllllllllllllllll 11111111111111111111111111111 IIL'�II I IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111 IIIIIIIILIIII�IIII IIIIIIIII IIIIIIII�I II�IIIIIGI IIIIIIIIi IIIIIIIII IIII�IIII eIIIIIIIIIIIIIIIII IIII�IIIIIrIIlIlI11I 9111 *11Ir11lllllllln �IIIIIIIIIIIIIuIII (III •, .tla�'1ri¢. "6li, ......as}_J,.�:�::':YvY;.1.s �nw.,';r.�[ '::: .:'-.,"k1E.,.FYw,rWl_a�Asa«,> ,Wdl.,.r.f�uMd6:s-daa,',-.,,.,A .acwSi.1aYiAdi.ti.v.'....,.al,it...Je..i++r..... _�.:x ;^�4:Y.'e.�udlrt' a+•.3�t#.� �+,�i ..m�.Srti;, +z;icts+d,a fir:,:,,• :,icoKawa,...§vv�tw.r�s•, .;.o. .,: .;w, ua , C , CONT. RIDGE VENT 9 f- PARAPET BEYOND - /� PARAPET BEYOND /� �` /�� �-'� und Construction Services Inc. 9025 S.W. Center Street ' P.O. Box 2318 PRF - ENGINEERED MANUFACTURED TRUrSIrs • 24" o.C. ligan, Oregon 97`23 — + (FINK TYPE - VERIFY UEEIGI4T OF MEC", UNIT W/ CONTRACTOR) F'RE - ENGIi,1EE!!ED MANUFACTURED Phone: 2 (503) 6 0-2086 / TRU88E5 • 24" O.G. �� FAX: (503) 684--3636 i � \ t T ,'PE - VERIFY WEIGHT OF MEC". UNITS W/ CONTRACTOR 2'-0 CATWALK 5.2 METAL COPING 4 FLAS+41NG - BEYOND T.O. MASONRY T.O. 4x& --- INTERLOCKING METAL ROOF \ / METAL '-EILING PAN S�� .p (E3 2 x 4 • 12" O.C. 25m33'-- EL 3 I/8 x 13 I/2 GL - E3f"1, T.O. MASONRY UI/ MTL. ENGLOSU�?F -- � `_' _� �____- _— ���. -- --- :� 2 48.99' (24 GA. -- FOR ES'i GREEN) 1 —' — — - — - -- ----- -- -- _ 51 - `�—. _ _ -- - - -_ T T.U. MASONRY I '- — — - ACCESS DOOR f•IETAL ROLL-UP DOORML — . (VERIFY W/ OU-NER)r1l _�_ __— _— _ _ — I lj�► 24133' i SILVER ANODIZED GA. METAL -� _ - -- -- _ 9 F�x�i"�'iES t: 31 98 T.D. MA RY L - --------- JOIST AT NORTH - - - ' ALUMINUM WINDOW 8Y$. SIDE MEC"ANIGAL -- _ -- -� _�_�,� — (OFFSET GLAZING SYSTEM) _ -- C AND EQUIPMENT/ _ '---' - _ -_ Ir ,n STORAGE ROOMS. _ _ _ -_ PROVIDE Irb x 8-__ - - OPENING FOR 15 - -- - VENTILATION W/ 5� _ - FOREST GREEN • �' Y LOUVER LOCATE -- a0 __ • N. MEC". ROOMS 9 t TWINEL SIDE OF END WALLS (2 REO'D) --- --_ _-- , VISION GLASS VARIES _--- TUNNEL TROUGH TUNNEL TROUGH i (SEE 1 / 5.4) ROT - 23833' __ (SEE I / RO D -__ -- -- _ - - - _.- --tire-.fir I_ • ° -- ,- - - -- • - - _ 23833' T O FN � - I - ! I 1-'r I ° ._.-. !�_ _ , ,. . .. 1=II I---I I -1 i i---I r^ • d - • III--, I I� T.O. FND. _. .,._ - -I f L�l �_i • I I_�i f h I - ��� j ,�► -h"` " ,- ' -.I -- ° I I__ - -�- 1-1-i 1 I �:-__ L� _._, ISI •. i l 1-t �I I ° I 1 i- REVI9 S: ! ,�11 1-.i I I .I I — ON i- �-:_ I ==1T; 1 __; . hjii=- ., '----, I-►L=Ii1-11i� I -IMI~ —' � ) � �I; I I Imo• ---I a �—. P--._.L� a I--- —'I I�I--1. ._. ,I I I— ' RECLAIM P!T `I j 1:�.�► f —f I�ISL'=! I_ (SEE A / 55) O I Lm {{{� MC110NTWRU TUNNEL !_'- `- - I,-'1 SECT`IONT�4RU TUNNEL 4 MEG". RM. _ _ I�i , -METAL COPING 4 FLA3"ING E A 1 RIBBED METAL ROOF PANELS 42 - MANUF. TRUSS • 24" O.C. - ,w I i 41 , - PROJECT: MANLJF. TRUSS / s�AKE ROOF (COMPOSITE / MANLoF. TYPE) PACIFIC T AIR YERSmom CAR WASH 12378 S.W. S:HCLLS 4 i i 5 % PLYWD. W/ ROUGH FERRY ROAD �.2 I 5AwN TExTURE. TIGARD, OREGON ! i I OVER"EA ROLLING I I RATED INC: ka" I I ! DOOR (M UAL OPERA. RECESSED LIG►aTING (I ! D D NG, APA 12 I I I W/ DOCK) { (SEE 23) I :303-24" O.C., 303-NR) CLIEN(: I I SURFACE MOUNTED -, I A V THOMPSON FIXTURE (SEE 2.4) . 2" TO BOTTOM f Z■.iitt -+_•.-- _ Liiiiiitiitii Z-i.SIItitC +yam. AND _ OF ISE AM -------------------------------------------- -------------- ------ ----- - - - - - - - - - _ 24833' DAVIDSON - - -- - -- -_ % PLYWD. TOP OF LEASE CEILING COLUMN __I - . - -- �_ -_ ------ - W/ BATT3 (SEE 2.4) Date: Scale: -C �- - — - - — — - ! „� _ Drawn b JDA 2 STEEL y COLUMN Checked by: JDA --__�— I _�_-' _ -�` _ ! - - Q —____� y_._ ____ -- ® Job No.. 970220 0 `- - — — — _-- --- Drawing No.: PERMITsecl 5� 52 -�1�� I I -- __- -. - - - -.._ -- �.- ___ - r -------- 1 23833' I I T.O. FND. Ah .------- - _ .; ( \ SEE SECTION 1/5.4 FOR TROUG" INFORMATION SEC""TIONS SECTION SHEET C -- !�" r �b IIU90 Schools • 12390 Schools Ferry Rd. 17 of 24 -. ._<...-w.. .1v>...+WriwrwnMYwh'AIr'Y► Wwwr..,ai.M'w+anin" in4:•wM.waWrwM.MiA•+w.w••-'OtiM..ti►4-+7 _ . .... 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I Illl ll>>dlli XF5? � �---- PARAPET BEYOND ;& �idi�[ 25833' — and Construction Services Inc. CEMENT 9HIN65LE ROOF T.O. MASONRY - / OVER 1/2" PLYWOOD 9025 S.W. Center Street ' P.O. Bax 23784 12 ss / Tigard, Oregon 97223 FF FLASHING AN 57 F A I - -- - -- - — D EP L S�+ NG Phone: (503) 620-2f,456 PRE - ENGINEERED MANUFACTURED FAX _ (503) 684` 3636 ' �c TRUSSES • 24" O.G. III _ \\ METAL COPING t FLASHING =BEYOND 251.99' C�'•; �'�„�< v T.O. MASONRY 12" O.C. bZ SIM. ~ L-__. _.__�. �_ ,�.- - _ _ —__ �__--- INTERLOCKING METAL ROOF C r 2492' B.O. TR1.l8S I IF T.O. MARY 23'U-33' _E�N��►��' 13 T.O. MASONRY --- ---- ----- — 52 �- - _ - - ! I co 318' REVEAL AT ACCENT I BLOCK., -- ----- --- --_ - _t �_ -_ -- 3/8" REVEAL AT ACCENT u ----�-� _ BLOCK TUNNEL TROUGH - -- -�-- (SEE 1 / 5.4) -- - - - _ "c ---- - _ T.O. 7ND. REVISIONS: I--_ ' NOTE: NOTE: PROVIDE VERMICULITE OR EQUAL PROVIDE VERMICULITE OR EQUAL FILL INSULATION IN ALL OFFICE At 10 SEC11ONATD ENTRY PORCH FILL INSULATION INALL MECHANICALRESTROOM WALLS AND R-19 BATTSROOM WALLS AND SOUND BATTS IN OR EQUIVALENT RIGID INSULATION 34 = 1'—�" CEILING. IN CEILINGS. CONT, RIDGE VENT 9 /�^ TRUSS MEMBER TO BE DESIGNED 5.1 TO ACCOMODATE HOIST FOR �/ ��/���• 300 LB. COMPONETS, _ PP C,1EC T: PARAPET BEYOND -- -� _ PACIFIC PRE - ENGINEERED MANUFACTURED WASH 12 _ b'-V MIN• � � �� TRUSSES TO BE ENGINEERED TOCAR --_-______--._ ___-, `- AGCOMnDATE 4 AIR DRYERS. 12378 S.W. SCH OLLS AIR D1�rLR r,m'OWEAJ ,\� FERRY ROAD TIGARD, OREr,OI\l 25m.'2' CLIENT: 1 I 3/4" PLY-WOOD FLOOR t`! T.O. 4x6 - 3 I/8"x. 13 1/2" GL - BM. `fl THOMPSON W/ MT1 . ENCLOSURE - - A (24 GA. - FOREST GREEN) -"� -, DAVIDSON LEASE SILVERANUDIZcp-----�� I ALUMINUM WINDOW SYS. (OF�F:SET GLAZING SYSTEM) �n Date: 1 i -t�• 1 Scale: 3/8"=1'-0" e Drawn by: JDA i Checked by. SET r .Jab No.: 970220 Drawing No.: PERMITsec2 VISION GLASS Im � 5.2 8E IE TUNNEL �RDUGH VARIES 23833' T.C. FND. Y �;, I;_III-- !I I II .�• ---r 4 _° - `' ,--! I-=1 =I SEC71ON SECTION- SHEET. }311p97-OS39 12390 Schools Ferry Rd. 4 . 2 18 of 24 � T I�__I I III III III 111 1 1 III i I I I�I I l l l l l �l l LeTill1T1 11Y 111I1 1 T�1 11 1111 111 1 1 1 _•�+com ,wa,n�.�•�,... ,�: . -- -�..__ ._ .--. ..,. •�d- >�.�"...�.w*'�!�!*.�.-.��".:.:sS:::.:.::;s�lN,,�,.��'� _•�.-..,...,RYe�rt,-.-•...u�a,...--;Xr.^r�.�.-.�.�wec.. _..,,,+s.��,r,..Ani««.�z,,;�!myR�es.-.,-..,.....-........� IF THIS DOCUMENT IF LFSS Tfi r� I I I L_ I ll I 4 I I ) III IIIA I � IIIIII 1111111 111�Y11111T1� 1 T1TlT�r 111 l�lllllllll III 111 1111111 III I I 1 ( 2 I 3 I 1 5 6 I8 I I I I �0 1 r,T BLE THAN TN 1 � NOTATION, �..__ _--_-I—_-_-___—� IT IS DUE TO T}1F QUALITY OF VIII EIIIIII8ZIIIIIIgI � IIIIIIIII IIIIIIIII IIIIIIIII Ill � � l !!�IIIIIIIIi�lillIIIIII IIIIIIIIIIIIII�IIIIIIIII�IIII�IIIIIII — No. THF ORIGINAL DOGUMF^IT. 1 9 L179 8 IIIIIIIl�ll !! ltT I�I-II-II�IGITII-II�IItII III—IIItill-I I 1-111 T 9 �"1ti i f t I and Construction Services Inc. SEE DETAIL 14/52 FOR 1 ° 9025 S W. Center Street P.O. Boz 23784 COLUMN BOLT INFORMATION I I Tigard, Oregon 97223 I — (4) 05 BARS - 'vERT. SEE SHEET 2.4 Phone: (503) 620-2086 Fix' � (503) 684'%36 --EQUIPMENT ROOM _� I I 12"• COLUMN NO. 5 5AR5-GON•1. "'Y — • I �� a/ I I I I CONTINUE PORTION ` � I I (3) 04 BARS - EA. WAY 4 1 1 I OF STEM WALL ACROSS----,." - "4 TIES • I r0" O.C. TOP OF STEM WALL i I Q • �-O 5�1 TOP OF RECLAIM PIT EL.■ 23833' I I I 1 ,\wK G TOP OF SLAB (2) NO. 5 BARS y a I I • • �EL.• 231.83 4 a 4 ° I I 161 TOP OF RECLAIM PIT EL.• 23103' �] a m c 4 41 I 045/�RS - CONT. ; I I C 4 a c d I ° 4 (12 TOTAL) 4 • 4 - J -��...1 I I • • _ _ - - _ _ - - v 2348 ' N/ERIFY _ CLAIM PIT I C d 13/4 - 235b4' VERIFY " 13/4" -- — — — — — — CLR EQ. EQ_ EQ. EQ. EQ. CLR i 1 3/4" 1 3/4" Iti r _ J- L_ - _ I GLR 31-81/2"---�-- _—._�_ CLR � - 3'-0" _ I NOTE: FOOTING TO BE CONT. 4 BELOW I TUNNEL THROUGH. - -- - - - -- - - - - -- - - ._ J XX DETAIL AT ?'I"I" COL. PAD TYPE D FC".0TING TYPE A X" 1'-0" G1��j" . i'-0" D AT ROUND COLUMNS OF EAST PORCH I�ij" 1'-�" A AT EAST and WEST TUNNEL WALLSI'-0" } I I REVISIONS: �- 12"� GOLI:MTd I I I 5 BARS * I6 ' O.G. - 'VERT (ALT. I-►OOK * FTG.) i IE' s I I I I 5 BARS - HORIZ. - CONT. I v � I I• C a - Ff6 TIES * 16" U.C. • • 4 n • = I 4 (4) 04 BARS - CONT. m a d cot B 4 • Q —235b4' VERIFY C I— -` — — - PROJECT: 1 3/4" 13/4" U <7 _235.93' VERIFY GLR 2'-8 V2„ CLR 13/4" 1 3/4" PACIFIC R 1'-2 1/2" GLR 3'-0" CL ---- 1 -6" CAR WASH � 12378 S.W. SCHOLLS FERRY ROAD TIGARD, OREGON XX XX COL. PAD TYPE E FOOTING TYKE B KX" I'-0" H X" I'-0' B AT ROUND COLUMNS OF WEST PORCH i�%" = I'-0" B TYP. AT WINDOW WALLS 1���" I'-m' CLIENT: THOMPSON AND DAVIDSON ---���-���__ BLOCK WALL- — ) I PROVIDE CHAMFER AT INSIr F- LEASE I�GORNER OF STEM WALL Al J — I/2" CHAMFER---"� TUNNEL 010 Date: Scale: 8" STEM WALL �I C21 5 BARS CONT. - HOR!Z. 8" STEM WALL 4 i Drawn by. PSP - TYP. I - TY♦;'. — I I Checked by: JDA !cb No.: 970220 41 — '5 BARS - VERT. * 16" O.G. I 5 BARS 32" O.C. 4 (SEE DTL. F) Drawing No.. PERMITfnd- dtls EVERY OTHER SAR SHALL I _ 4I EXTEND 24" (MIN.) ABOVE - d TOP OF STEM WALL FOR MASONRY. I - - 04 BARS * 18" O.G. 05 BAR CONT. - PORT = r 4 I (3) 04 BARS - CONT. Q • • d _ 4 235.03' VERIFY L] 1 a a I 1 3/4" 1 3/4" a CLR I a I d I y 1'-2 1/2 C L R " r P a a -- FOUNDATION D AILS .� .,_ XX XX TYP. STEM WALL REINF. FOOTING TYPE C SHEET - - - - - 11111'97-[,539 L X" • 1'-0" I X" F 11/2" r_vl C/ T*r►=IGAL 4T ALL MECH. / OFFIC'E / 11/2" 1'-0" I .90 Schools Ferry Rd. EQUIPMENT ROOM W"LLS 5 ,01 �_� -- _ i'i ol'24 a .... ......vr..�M.nrt,,rMh•asw^w.Me^ 'yI.. �vw.W.aW �-..«.....�.o•-.wF«"+ale.M/�MI/If.n.rw+.r,+JrlRM�}IC.MJNarw:Rx �M1'..rWFiln::.y....r„,n ...� low IF TIIIS DOCUMENT IS LESS TT9IIr 1111111 .IIIIIII IIIA I 1111111 VIII I 1111111 11111 VIII 11111111 1111111 IIIIIIIiIII I I IIIIIII 1111111 1lIIT11 11111 1 11T1T11 111 T 1 IIIIIII Illllll' 111II11'111 I Il F LEGIBLE 1'HATI THIS NOTATION, I I I J lil"114TI — .�qI1IT IS DUE TO THF QUALITY OF No.36_ _ _ ush as THE ORTGTNAI" DOCUMINT. � -- - -- — -- -- — 11 TT 1I S °Izs cz eG z ��z sL Ic�c I tc, 2 "t et ct IIIIIIIII IIIIII�IIIIIIIIIIIII£I IIIIIII11 IIIIIIIII (IIIIIII IIIIIIII6 IIIIIIIII IIII•IIII I9111IIIII IQllllllllylllllll ISIIIIIII�IIIIIIIIIIINIII � �IIIIIIIIIilllllllll 111111 IIIIIIIIIIiI II�I�IIIIIIIII�IiII IIIIIIIII IIIIIIIII IIIIIII � I IIIIIIIIIIIIIIIIIII�IIIIIIIIIIII�III IIIIIIIII M{TALi 11,0011INa 4{e 01161 PAFe1L 4.1 P.f. 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' � ,��, "7l ?1 �, r, ,... w .. ,- Sx' . pa .. •, ., k` � Y.# • , � Y I a 1p ;Z. !.f r��•� { 1 �1" � .. � .n r r � " pt ar>'.r d Construction Services Inc. Il `rl ,. - ,. �, IM. ..,r I M1 *� , C ..f!•1l ,Yyy. .Mr.. [ M �r� r • « '. r -_: e. r1 r .. , w!"•e :':',... '.1. -'4 'r?.g �. �,. , w t,, a. ,i` ,,y., M� •,'. 1 '. i. Y. I 4.. .. 1 . � ,v.: ..':Y, %:� y/ `n, 'ti f� 7,w, . 4 p �Z. rrrw v ;6` 'p •4:. ',"•. .. �: �:. J ' :'.r4:�,^ L t' �. a '�' ' '. 1, �' .t ': �- r .�, ». ,.�' ,i�i •. : _, p -.':•n3"s. r" ,`�i, ;x7..,. fi`:, L,i A ,x.'� -r ,M ,. .,, F:py r. ,.. •' . � ', ,rt�yyy ,. r. .,,,,jfyr,, •�yT_y�,, •. -' 1d'. 5;.,�. ,.; :,1'::, ' )y. .' ," rr, , ,! ° �,' ' - :., f "¢'L r a, •t� '� . 1+� r"rli. ,, ,. ', c:' 4 '1 x:'.a �r �r ,,i, �'' ♦ �:. + �.. b i+ ti 9025 S.W, Center Street P,O. B x 23784 :� �� X: 7 • 'K. "' ' .tyy.. 3 A ,x4.` t - 'vi t •A, , r,i. 1�•a4h ` �'�'^:,.:«•i/',r `.v ,'... 'J'r� „":♦•'! (, k 1 r(. i'a.«r�xi�. � •& ^ F, , r:,' �,`,:`r ,fs �f Y#.4`Y h�•, « ,k"�'� �"F ; 'w n ;} Tigard, Oregon 97223 ♦i:+ ! �". r "ta ^x At r y ►' y}, �.,, ix r+ ., ,w !I n:F Y a5.,..�.,, ' "t ( .. tMx. Y,py of iyV , y'^ 4 w _ C _',.'1. r]-,:. - . :•. •nt^c� t...' .:.r.r.'.. .', :'"�i �'s Ij * •,n.E: lk,.•.a:'!+ OF �Ysrr.M :: lv .,. t, f V,_ , , 1�,1.% Wit, " t w rk A.., . p ' ' hone (503j 69r1-2086 P 4 r:` A fit:"1' �!yy a4i .,'� ", .,1„t ,d•t w y y, r f ;,. f ' '.,� 503' 684-3636 C j� +'.A.�k`'�,.r w w •,� w ':y � ', !x9 Y Tal,L j ;, i#'"'? - .gw ':,l s •4 I ,,u A' y - "'i. C U 636 � FAX' . ,p Y e!� r'�,�'+ S+` r<„:. r .'. ,rk2•;'y , ..n' r' +n:3^? ro ,J g ,ny ,�Yt'.. 4'. ? Yr, .,t�„ I 'L�;4 ., r `' ',!r° <k ° rf� ;a'x"�w :ry.l+$s rr t' "w°,"�', ,gyp„ �•" 14t'i7f` :.iw. 'y I _ 9'-4 1/4" (N.T,S.) ' 5'--5 l 4* — 3'•-4" 7" " I LEVEL 3-5 5'-11 1/4- 1'-5" 1'-6" P•.� ---1— _ L3 x x 3 8 EMBEDED INTO SLAB 3". 3'_2P 6 ---i 21~5" 1'-7P / " " L2 1/2"x2 1/2"x1/4" CONT. -� ; F W/ 112"0 x 6" LG. ANCHORS AND W/ 1/2"0 x 6" LG. ANCHORS � "•,'� SPANS TROUGH OPENING • 5 4 ) 0 2'-0 Q.C. I3/16* COVER PLATE _ CORRELATOR FRAME 1 I ,(SEE NOTE BELOW) _ �t F -_ ------ -- ------- - - - . 7 -- ------------------------------- 1 I I � ---1t---'—:---•fit--�-•i�- I I �/ ,�`�..,'i."'"'� � , .._........ n - I I I I I I I � I I ! • I ; i I I 6 x 6 - W10 x W10 W.W.F. IN ELL-- 4 BARS 0 16' O.C. E.W. I I \ EX BARS 0 6" U.C, E.W. I I I FLOORS (U.N.O.) LAP MESH OVER I I TEND VERT. BARS 18 I ! #4 BARS I EXTEND VERT. BARS 18" I I r '• - r ABOVE SIDEWALL AND I I ABOVE SIDEWALL AND! ao I I BEND INTO SLAB I BEND INTO SLAB I I NOTFE: 1 1 ' k l 00 NOT ORDER OR PRECUT PLATE UNTIL NOTE. CONVEYOR IS SET AND ANCHORED IN POSITION. _ PROVIDE SPACING BETWEEN PLATES TO ALLOW L2 1/2" x 2 1/2" x 1/4" W/ - CORRELATOR PIT B` CONTRACTOR. FOR DRAINAGE (MAXIMUM SPACE NOT TO 6" 2'-5" I 1'-7" 6" 1/2"0 x 6" 13. ANCHORS EXCEED 1/2") ]r - 0 2'-0" 0... (MAX.) - CORRELATOR PIT MU'1T BE SLOPED TO TROUGH. FiRST 24'-()' OF ENTRANCE TO BE 1/4" COVER S''-0' (BY CONTRACTOR) - CORRELATOR PIT MUST BE SQUARE AND STRAIGHT. PLATE. -- — r r _ I i SECTION THRU CONVEYORSEC"TIONREQS'°Ns�(LOOKING TOWARp ENTRANCE " _ , " CORRELATOR 3/4 - 1 -0 2 1 1/2" x 1 1/2" OPEN CHASEWAY 6 x 6 - W10 x Iwo W.W.M. �� EDGE CONC. WIT!J CONC. (DRAIN TO TROUGH) 6 ----- IN ALL FLOORS TOOL WHEN FINISHING L2 1/2' x 2 1/2" X 1/4' CONT. --L2 1/2" x 2 1/2" X 1//4* CONT, " W/ ,/2"0 x 6" LG. ANCHORS " - -1 112" x 1 1/2" FORM W/ 1/2 0 x 6 LG. ANCHORS 0 2'-0' O.C. (BY CONTRACTOR) L2 1/2" x 2 1/2" X 1/4" CONT.-� 0 2'-0" O.C. (BY CONTRACTOR) W/ 1/2-0 x 6 LG. ANCHORS _ _ T��T �T I 0 2'-0" O.C. (BY CONTRACTOR) - N --- _ � � v �_ I PROJECT: \ \ ,`>N COVER PLATE AT CONVEYOR . •' L2 1/2" x 2 1/2" x 1/a' CONT. _ ,��� y • - - - - • x , % �� (BY CONTRACTOR) D - W/ 1/2"o x 6 LG. ANCHORS I - _ 0 2'-0" O.C. (BY CONTRACTOR) - �i -1/4" PLATT: AT FIRST 20' TO 24' LENGTH d '�/•�' -3/16" PLATE FOR REST OF CONVEYOR PACIFIC V'11 r U ,/2" x , 1/2" x 4" - - CAR WASH /By CONTRACTOR) - �\ 12378 S.W. SCROLLS CHAMFER 80170M EDGES FERRY ROAD _ OF FORM FOR EASE OF STRIPPING X14 BARS 0 16` O.C. E.W.-•--� y4 BAR CONT. --- - - TIGARD, OREGON EXTEND VERT. BARS 18" _ ABOVE SIDEWALL AND - PROVIDE DRAINAGE CLIENT _ BEND TNTC SLAB CHASFWAY WHERE 1\x1\" OPEN NOTE: - — CHASEWAY DO NOr ACCURE. THOMPSON (*ENTRANCE AREA) CONTRACTOR !I�AY SUBSTITUTE LARGE "TOOLED JOINTS" AT 2'-0" O.C. A N D INSTEAD OF 1 1/2'x1 1/2" CHASE DAVIDSON LEASE SECTION END CONVEYOR— DETAIL3 4 P " PLATE COVER TROUGH OPEN CHASEWAY3 _ 1'-0 5 ,3 = 1'-0" 6 3• _ 1' I Date: Scale: 3/400=1 —Q Drawn by: JCA Checked by Job No.: 97220 G E N_E R A L N_0 T _ DrawingN0.. TUNNEL—DPAILS 1. ALL PIPES TO BE CAST IRON (C.I.) OR APPROVED EQUAL (SUCH AS P.V,C,). SLOPE 6" PIPES DOWN 114" PER FOOT TOWARD PIT. (BY CONTRACTOR). 2. PROVIDE 1 1/2" OR 2" MAIN WATER SERVICE AND MAINTAIN 40 TO 60 P.-A. PRESSURE. 1 3. REFER TO DRAWING E2. EQUIPMENT WIRING LAYOUT FOR LOCATION OF CONDUITS REQUIRED IN SLAB. 4• CONCRETE SLAB ELEVATION: 4 + UPHILL GRADE OF 1" PER 2.0' STARTING AT A POINT 20' FROM ENTRANCE END OF CONVEYOR I ` TO EXIT END OF CONVEYOR. r CONSIDER PROPERTY ELEVATION IN RELATICN TO STREET AND DEPTH REQUIRED FOR CAR WASH DRAIN LINE FROM SUMP PIT TO MAIN SEWER CONNt;;TION. 144 5. DAM SHOULD BE LOCATED AS NECESSARY TO ADD FRESH WATER TO WASH WATER. TUNNEL ' ADJUSTABLE WOOD DAM iS SUGGESTED TO MANAGE WASH WATER AND FRESH WATER. DETAILS • 6. CORRELATOR IS INCLUDED, EQUIPMENT ORDER DOES INCLUDE A CORRELATOR. THE * " CORRELATOR PIT AND THE 3 x 3' x 3/1`3" ANGLE ARE REQUIRED, BlJP97-0539 ! i • . -- 12390 Schools Ferry Rd. ; 22 of 24 +', � . �,,J 7. ALL MATERIAL AND LABOR ON THIS SHEET ARE. T SHEET 0 BE _,v�NLIEp BY GENERAL CONTRACTOR. 5 . 4 ^• ,•r.w'_..w.rx.", -_y,�ygn,.,y.♦•-,.-,-^p ...,'IMFaOY ur..>nJygtayMgM.rqN, ♦]ww• .. - %'•7�',r- "*'w+l�'4�-• ew�r,wnaJ�r'h��xrls�rr��+F�•'�YAM�Fxe,^�14e�.�+a � '' ,,« VIIIII i 1111 ! lI 1TFTNJ, DOCt1MRNTISLRqSil1 1 •rLFuIBLE TNAN THTC NOTATION, — � I i " 1 l IT IS DUE TO T[lF. ( UALTTY OF —�---11 ___ �L ✓ 1� THE ORTGTNAL DOCUMENT. — -- _-_ —_ __ __ _ _ _ _ _ _ f��("••� a� Q E 8Z 18�Z 777 �L>r 1I9S �Z �Z 11�,L G TL T6L 9it -IIIiIIi�iIIIi11109 IIIi�illl IIIIIIII Ililllllllllll�lllll.IiIIIIUIillllllll lilllllilll illlll �� � I � II I+II���I�I I I IiI illll lill I I ! f II I Il�llll IiIiIIIII IIIIIIIIII IIIIIIII IILIIIII illllllll IIIIIIIIillllllll IIIIIIIIIII IIII�NII , 1. Qibvim ... r,� 'graOffmAm ,. . _ ,r „ q r: :... .... �T ,r - ,hi',+. J!1 ..:.\ _. .. '.W•'- � � ..,. ., .. . . .. ,........:_._ � ^. .... . ..,...:. ,.w_...., ... � .. � �(Iiiw7Lt ........^-.aa.':�Kw. .b6:,;:` 15 y 2" (I I 3/16" REGE53 -� I � ! ��---- 3/16 COVER PLATE 1= _ 4" C.I. PIPE TO SEWER and Construction Services Inc. 3 1 9025 S.W Center Street ' P.O. Boz 23784 ord, Oreoon 97223 9 GONG. W4+LL 3/16" COVER PLATE Phone- (503) 620-2086 FAX: (503) 684-3636 j *4 BARS BARML i CR>EEN (FIRE FINAL RINSE;-- I " BY EGJPMEW SUPPLIER i z At- i ✓q :i Ft BUILDING FOUND. WALLL � � BUILDN�ICs F(7ll�DAT,gV----� l �� BARREL SCREEN (WAS►; WATER) RECLAIM PIPROVIDE ICC�ORDiNATETEM A5 �LOGKINGD 5 STEM TO � LL t _ By EQUIPMENT SUPPLIER Wi pUNER ~ Lb DETAIL 4'_0" b" 4�"b` b" 6" ._ B_0" b,. - b61-0" 5 3" ■ I -0" i --- - - -- --- ------ - - 34'-8-._ g■ _^—r- - 3/16" DOVER PLATE--\ , I ECLAIM PIT - PLAN ------- LI Irl" x 1 1/2" x 1/4" W/ 1/4"# HILTI KWK. BOL' 2'-0" O.C_ (BY CONTR.) REVISIONS: I 3/4" MARINE PLYWOOD-REMOVABLE DROP-IN BAFFLE LI Irl" x 1 Irl" x 1/4" (4 REQ'D,) 9 ANCHOR BOLTS l3 REQ'D,) - b" RINSE WATER"T I b" WASH WATER Cq _ - -----� 4" SEWER OUTLET -- \ `----- 4f BARS 0 12 O.C." ' VER?. (REFLECTED VIEW) W/ TURNDOWN I - '- SCREENED BARREL BY — I ISI �- � � • � -- EQUIP"ENT 5UPPLIER 44 SAM •d` OIC. - Wjmz Q I � ---1' , I� h" DETAIL ►' i i •4 EARS • 12" O.G.- I I CONCIET= BAFFLE 04 BARS 126 VERT, TYP. O.C. - VERT. 3 ■ I'-0 -----1. EauecAD BAFtRELR Y - ' 04 BARa • $" o:c.- a 1, I I I-IORIZ., TYP. , 04 BARS 8" O.C, - NORIZ. I I I I " PROJECT: I I _ -T _�. 41 _ PACIFIC t '�I BFG VINYL WATER STOP---�` CAR WASH .y G O.H. 04 BAR 4 12" O.G. E.W. R EQUIVALENT. ' TYP. RETURN INTO SIDE WALLS I'-b" Ola• SUC<zESTED SIZE: 12378 S.W. SCHOLLS T1 P. b" W x 3/16" THiC W/ 1 1/8" BULB FERRY ROAD RECLAIM PIT - SECTION TIGARD, OREGOr! CONTRACTOR TO VEPIFY ELEVATION POINTS WITH ACTUAL FIELD CON017IONS Irl" • 1'-0" CLIENT: -- - ---- 4'411 all THOMPSON 4 all 3/16" CC/ER PLATE _ TYP' - 3/!b" COVER PLATE,, 7 - DAVIDSON Typ LEASE 3/4" PL DETAIL BAFfl.0 7Date:3;, , ('-m„ !1 -J 7 -q7 -•-04 BAR 0 12" OC.-VERT. Scale: 1,�2��-10" Drawn by: JDA -----•4 BAR. a 8" O.C.-HOR1Z. :o Checked by: SET r Job No.: 970220 G E N E R A L N 0 T E S Drawing� 9 � RECLAIM*- - -,3,4RREL SCREEN -- _ STOP OF GONG. BAFFLE � g No. RECLAIM � GONG. BAPFL111-, I 1 . REINFORCING SHALL BE: #4 AT A" O.C. HORN,; #4 AT 12" O.C. VERT. 04 BAR a 12" O.G.-VERT. _•.` Q, 04 BAR 0 12" O.C.-VERT. -- (GD. 40) LOCATE VERTICAL BARS AT CENTER LINE OF WALLS & BAFFLES. CONTINUE VERT. AND HORIZ. BARS THROUGH BAFFLES AND INTO SIDE T �;' 04 BAR 0 b" O,C.-HORIZ -- WALLS. ALL BARS CONT. AROUND CORNERS 1 '-6" MINIMUM. LAP BARS GONG. BAf�L� ^� ,y(`. 4 BAR 8 O.G.-NORIZ ---,_ 12'- AT SPLICES. C1 Z _ - �, 2, CONCRETE STRENGTH: 41— w - .---r----- � _ _ � -_"�" I - � ------ - ,- -FOOTING 28 DAY/3000 P.S.i. 6mmoco SEE C/31 -BUILDING FOUNDATION `-`-� FOR REINFCM�CING 6 SACK/CUBIC YARD 4___• � J 4" SLUMP •4 BAR 6 12" O.0 FW. 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DUR TO T}{!; QUALITY OF --� �IIII IIII�IIIIIZIIIIIIII!IIIIiI�IIIL��IISIIII�flli11lZllll�lllllllll�llliT�Lllll�llIlBllLllll�III�IIGIIII�IIIi��II>IGIIIIIIIIOII�IZIIII1III8I TIIlllIlll-8lll l—Tllll�11L11�i1iji �l9 Tjll�-Ij1l6lltll-ll�ll1lFllTll�l+loGll tI�II�IllTljlj-ll j-ljllllll—ljllljll{IIIIjIIIfIIIIIIIn IIu�IIn I�tllll �•`�x �Uqullls� �aTHF ORIGINAL DOCUMENT, No.36771 - - ` 9 - -t T 6 LT9�it�9ZUtf88ti - AZ _b91 (II1IIl111� II� II II / 111411