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7800 SW DURHAM ROAD-7 T 11 � III I FLi ti and Construction Services Inc. 9025 S.W. Center Street P.O. Box 23784 Tigard, Oregon 97223 Phone: (503) 620-2086 FAX.- (503) 684-3636 r. till Y MIS _j F7 17 R R A 6 _j REVISIONS SUBMITTALS 4-15-98 510 SET ENGINEERING, INC. DAVID METZGER P.O. SOX 215 9025 S.W. CENTER 67 7/64RIC), OREGON 97223 6I-4ERIJIOOD, OREGON (503) 620-Wa6 �A A CONTACT : JIM ANDREWS VICINITY MAP TABLE OF CONTENTS 0,0 GENERAL INFORMATION ADDRESS: 7800 S.W. r>URkAl-, ROAO 716ARD, CW. y)72230.1 COVER SHEET 0_2 CODE INFORMATION CURRENT ZONING: /P PLANNED INDUSTRIAL 03 NOTES AND SPECIFICATIONS LEGAL DESCRIPTION: TAX t'lAP., 251113&-f 0.4 NOTES AND SPECIFICATIONS 7AX LOT: 200 PROJECT CURRENT USE: VACANT LOT C-10 SITE INFORMATION -- PROPOSED USE: LEAW 5PACE / Of:F/CE, C1.1 SITE DEVELOPMENT LUARE�40USE, MANUFAC7UR1W_s C1.2 a-ITE DETAIL PLAN M���� C-13 GRADING PLAN J Nab CI.4 FACILITIES ;nLAN BUILDING C1.5 LANDSCAPE PLAN C1.6 EROSION CONTROL PLAN 7800 S.W. DURHAM ROAD C.I SITE DETAILS TIGARD, OREGON 97223 517E AREA. 65_13& 5,F. S.W. DURHAM RD. C-2 S!TE DETAILS BUILDING AREA: 21,0" 5F. r k_1 2,0 BUILDING PLANS CLIENT: A_AP04AL'rPAVING: 29,926 5.;=. TIGAAD HIGH 2.1 FLOOR PLAN 2.2 / SLA5 A, LANDSCAPING: 14,410 6.F. SC_PC'Xti L. 23 ROOFFOUNDATION FR-4MIWs PLANPL N DAVIDPAWING: 61 TOTAL UNIFIED 2.4 ROOF PLAN METZGER STANC�ARP SHACES; 46 SELUERAGE FACILITY 57ANDARD ,%=ACES; 13 ,g ELEyATION-5 P.O. BOX 275 AU04 Oc.�qSPACF-5: 2 &CY'CLE PARKING: 2 DURHAM 3.1 ELEVATIONS SHERWOOD, OREGON 97140 ILAQW ME9MAIM 4.0 6gCTIONS Dote: t3uiLD!N* CODE: 1994 UDC. W/ ORSC*ON Aip*1FND11EN'r8 4.1 BUILDING SECTIONS Scale: 4.2 WALL SECTIONS Drawn by: JDA f5UiLl:)INCs - (ONE 67'CRY) 43 WALL 5EC"rIONS Checked by: PRT CONSTRUCTION 7)'FjE., 717-u,4' CONCRETE PANELS Job No.: 970524 Drawing No.: COVERIP OCCUPANC'I": E3 - F' DETAILS CONSTRUCTION: T*T-FF ./-N 52 DETAILS JG 53 DETAILS fir OCCUPANCY tmffM110N 6Z PANEL ELEVATION$ THE NEW SPECULATIVE 15UILG ING SHELL 15 ONE, CONCRETE TILT-UP CONCRETE STRUCTURE. 6.1 PANEL ELEVATIONS p, TENNANT PERMITS WILL BE SU15MITTED FOR 62 PANEL ELEVATIONS INTERIOR IMPROVEMENTS. 6.3 PANEL ELEVATIONS P E R M I T S E T COVER SHEET SITE IMPROVEMENTS SHEE T AND 0 ,01 Durham Rd,7800 BUILDING SHELL SIT98-00027 I of 11 NOTICE: IF THE PRINT OR TYPE ON ANY Jill IIIJyjlIIjIII )zz IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 6 - 110 6 _ _ I - __ 1______ — . - I- ___ ---. ITiS DUE TO THE (QUALITY OF THE No 36 GZ t I- _11N I 9h11!I1,11,1Ikl`1'1 �11 1. 'll I JI 9�'IJI 11 1 1I IIIrIIIIlll�lllllllllll,lll II,I I i ii ORIGINAL DOCUMENT @I , I" Id fill SX I and Construction Services Inc. 9025 S.W. Center Street ' P.C. Box 23184 Tigard, Oregon 91223 Phone: (503) 620-2086 FAX: (503) 684-3636 U� 'LAS FI,S.. AGCEssleluTY NOTES R �� 1. ALL APPECTED PORTIONS OF THE BUILDING 4ND SITE SHALL 15E ACCESSIBLEOUTE TO E I ` BUILDING LE PUBLIC �-• CONSTRUCTED IN ACCORDANCE W! CHAPTEF: 11 OF THE 0.5.5.C. �^ ; WAY. SEE ACCESSIBILITY 2. CONTROLS AND HARDWARE: t NOTES ON SHEET C.2 -.�-�`, HANDLE5, PULLS, LATCHES, LOCKS AND OTHER OPERGTINC DEVICES ON DOORS, WINDOWS, CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES SHALL HAVE LEVER OR OT;-+ER SHAPE PERr'iITTING OPERATION Bl' WRIST OR ARM PRESSURE AND NOT REQUIRII.4G TIGHT GR45FING, _.. _ _ PINCHING OR TWISTING TO OPERATE. .� _ -- _— THE HB IGHESt OPERA :_E PART OF DISABLED PARKING ENVIRONMENT AND OTHER CONTROL, DISPENSERS, RECEPTACLES AND OTHER SPACES. SEE 3/C.2 OPERABLE EQUIPMENT S+-TALL BE WITHIN AT LEAST ONE OF I I -Qit1 / THE REACH RANGES SPECIFIED IN SECTION 31091b), AND NOT 28'- 3/4" — H1� \ LESS THAN 36 INCER,S ABOVE THE FLOOR EXCEPT THAT ELECTRICAL � -- � �_� I AND COt-"iUNICATIONS SYSTEMS RECEPTACLES ON WALLS I _ .� SHAL'_ BE MOUNTED NO LESS THAN 15" A50ti E THE FLOOR { = ;_.'I -- - - CURB RAr•,P-TYP. _- _ _ 29,_1 /aila REVISIONS: --r�v�✓1�� Z71 ; -- SEE 5iC.l CONTROLS, OPERATING MECHANISMS AND HARDWARE, INCLUDES PROVIDE PASSING �- 1 �- - - --- -, .' -r- , - i L� 8-6-98 REVISED PER CITY INCLUG NCs SWITCHES THAT CONTROL LIGHTING AND VENTIL.�+TION ����+ '- ! LANE ALONG { r' --I-- - — (`' — -- — r�� '� '-+ —+ —'� I • i PLAN CHECK AND ELECTR+GAL CONVENIEI-4l_ OUTLETS, IN ACCESSIBLE ACCESSIBLE ROUTE. I I I SPACES, ALONG ACCESSIBLE ROUTES, OR AS PARTS OF 1 ( ACCESSIBLE ELEMENTS SHALL COI1PLY WITH SECTION 1109 OF THE O.S.S.C.. II 3. CHANGES IN LEVEL: I I OFFICE / WAREHO E / 1"1ANUF"CTURING ; ABRUPT CHANGES IN HEIGHT GREATER THAN 1/4" SHALL BE BEVELED I� i 21,00 SF. I TO I VERTICAL TO 2 HORIZONTAL. CHANGES IN LEVEL Ta- AN 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RA"F MEETING THE R':QUIREMENTS OF 1109.-I OF THE OS_r-.0 - 2 HOUR AREA SEPARATION WALL ; i 5EE SHEET 53 FORDETAILS THRESHOLDS AT DOORS SHALL NOT EXCEED 1/2". RAISED THRESHOLDS ACCESSIBLE ROUTE AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORW' YS SHALL BE SEPARATED BY 6" ; BEVELED W/ A SLOPE NO GREATER TI~AN 1:2 VERTICAL TO HORIZONTAL. EXTRUDED CURB I I AREA I _ AREA 2 I FROM VEHICULAR WAYS I - ' + I 8l'-6" x 110,810,500 SF. 81'-6" x 120'•1@,5@@ S.F. , 4. ACCESSIBLE ROUTE I I OCCUPANCY' CLASSIFICATION:--B, F-I OCCUPANCY CLA351FICATION:-5, F-1 i — PROVIDE A DETECTABLE WARNING SUSZPAGE i TYPE OF CONSTRUCTION:—V-N TYPE OF CONSTRUCTION:- V-N PROJECT: --- AT LOCATIONS WHERE ACCESSIBLE ROUTES CROSSES OR ADJOINS A ! I BASIC ALLOWABLE:-- 8,000 S.F. BASIC ALLOWABLE:-- 8,000 S.F. I VEHICULAR WAY. DETECTABLE WARNINGS ON WALKING SURFACES SHALL I LOCATION ON PROPERTY:----2 YARDS LOCATION ON PROF'ERT7'- 2 YARDS i MGER CONSIST OF AN APPROVED TEXTURE, AND VISUALLY CONTRAST WITH ADJOINING SURFACES. TEXTURE MAY BE OBTAINED BY ADDING CLEAN 1 I NON- SPRIN<LED BUILDING NON- SPRINKLED BUILDING MASONS SAND TO THE PAINTED STRIPES. PROVIDE SMOOTH, LEVEL ACCESSIBLE ROUTE- , AREA INCREASE: 4,649 SF. AREA INCREASE:-- --4,648 5.F. = BUILDING TRANSITION FROM PAINTED ACCESS WAYS TO CONCRETE WALKS. MAXIMUM SHOWN DASHED. I I 2 YARDS 54'-11 1/2" INCREASE 2 YARDS 4T-i I/2" ING�A8E RZ 1 , 54.96 x IZ5% b8.1A 41.125 x IZB�i 58.9+1 SLOPE OF PAINTED ACCESS WAYS SHALL NOT EXCEED A RUNNING SLOPE I I 8,000 OF. x 681% - X496 OF, 8,000 OF, x 58.9% ■ 4,112 OF I 7800 S.W. DURHAM ROAD OF 5% OR ! UNIT VERTICAL IN 20 UNITS HORIZONTAL. � I � s TIGARD, OREGON 97223 ALLOWABLE AREA:--- -13,496 SF. ALLOWABLE AREA: - -12,-112 S.F. I i i I 6000 SF. .15,456 SF. 8000 OF. 4 712 SF. CLIENT: KEY NOTES I I -- ' DAVID - - 1- - - ACCESSIBLE ROUTE FROM PUOLIC WAY TO PROPOSED i ,1, ,r ,r MGER RUNNING SLOPBUILDING E OF EI TO 20 (59.) AND A PiAX M M CROSS UM I - _ _._ - - ENTRY SLOPE OF I TO 50 (2%). ����?:': - -4- CURB • PASSING A I I ` SUR/RAMP-TYP.-- - a„ P.O. BOX 275 P SS JG SP CES SHALL BE LOCATED AT INTERVALS NOT TO EXCEED 200'. RUNNING AND GROSS SLOPES SHALL � 2 -m" - _. .. ___. .._ -.. __ .__ 1 _ __. . _._ ; _- 29'-3 ' SHERWOOD, OREGON 97140 NOT EXCEED I TO 50 (29.) _ _ _ — -UISABLED PARKING L!\ � ,._------ SPACES. SEE 2/C.2 _ Date: I Scale: 1"=20' Drawn by. JDA t Checked by: PRT Jab No.: 970522 Drawing No.: P—CODE - Ir SITS PLAN CODE INFORMATION SHEET Durham Rd.7800 0 * 2 2 0 1798-00027 11 .6�_ NOTICE: IF THE PRINT OR TYPE ON ANY I I i l 11 III III III III IIIII I I I I I I I I ' V I I I I III III III III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i l I I I I I I I I I I I I I I I i l l l l l l I IIIIIII LII I IIIIIII III I I l I l l 1 I ' ( I I I I I I I III I l l l i I / �� �Z� •�f �DD 1 1 I I I I I I of IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 5� h(( � �_ 7 _ _ __ -__ _ �I � I. 11 L IT IS DUE TO THE QUALITY OF THE No 36 8" ORIGINAL DOCUMENT9� 6 Z N1Z Gl Z HiZ 5 Z 6 ti S� �Z t Z O Z 4i i II H1 i G�i t 9 t 6 t i IIII IIIIIIIIIII III llllllllllllllllllilll IIIIIIIII�IIIIIIIII Illllllllllllllllllllllllllll Illl llil,llll IIII IIII IIII Illlllllllillllllilllllllll�l IIII IIII Illllllllllllll Il Illi 11111l199 Illll I 11. �1 h IIIIII I II (IIIIIIIIIII I I�I1 1 1 1 1 1► 1 1 1 1 1 1 i i I I I I .II III 111 II �lll .1111111�ll>v�� I � a GENERAL NOTES ___._ DIVISION 1 GENERAL REC�U I REMENTS DIVISIONS - CONCf�T" ^� �■r-w.■Y,w.w �YY�� ■ r Y i r■.w ■ rY�Y..Y■wn�■Yr� - - 1 114 r� , fir - I FaSTENE►�8: GENERAL NOTES �MC"IA�Y Ot= WOE _C_ _ONGRE TE_ ALL FASTENERS :SHALL_ "AVE BAKED ON FINIS I TO MATCH METAL COLOR ' THE INTENT OF THESE PLANS 13 TO PROvj0E CONTRACTORS A GUIDE THE PROJECT CONSISTS OF THE CONSTRUCTION OF 21000 $F. CONCRETE TILT-UP COOE6 AND 5TANDAIC)5. ALL CONCRETE WORK TO COt"iiPLY WITH ACI 318 FOR A FULL, COMPLETE AND WORKABLE: PROJECT INSOFAR AS THE DRAWINGS STRUCTURE W/ SLAB AND SPREAD FOOTIWs. PROJECT IS LOCATED AT "BUILDING CODE REQUIREMENTS FOR REINFORCED CONC:kE'TE: ACI 306 FASTENERS ARE TO HAVE A NEOPRENE T'A'PE WASHED (APPROVED BY METAL and Construction Services Inc. SHOW AND/OR THESE SPECIFiGATIONS CALL FOR. 1"0 S.W. DURHAM ROAD, TIGARD, OREGON. "RECOMMENDED PRACTICE FOR COLD WEATHER CONGRE7 11JG: AND ACI 3p5 MANUFACTURIF'R). 1D1 OVIDE OVERSIZED HOLES IN CLADDING AS REQUIRED ^ "RECOMMENDED PR,4CTICE FOR HOT WEATHER CONCRETING." TO A.,LLOW FC �k THERMV AL EXPANSION AND GNTRAGTION. 9025 S.W. Center Street i P.O. Box 23784 PERSONS INVOLVED IN WORK ON THIS PROJECT SHALL BE RE9PON91E9LE CONSTRUCTION SHALL C,7NFOR1 TO THE OREGON S1'RUGTURAL FOR EXAMINATION OF t3UILDING SITE, PLANS AND 5!=ECIF!C,4TION5. 6PECIALT"- CODE„ LATES EDITION, AND LOCAL BUILDING REGULATIONS. NOTIFICATION: NOTIFY ENGINEER FORTY-EIGHT (48) HOURS PRIOR TO LOCATE FASTENERS SO THEY PRODUCE A PATTERN, EVENLY SPACED AND Tigard, Oregon 97223 FAILURE TO DO SO WILL NOT RELEASE SUCCE=SSFUL BIDDERS FROM ALIGNED WITHIN THE CLADDING SYSTEM. ----�" T` — - REWCV-1iNG THE WORK INDICATED BY PLANS AND SPECIFICATIONS. THE BUILDING HAS NOT BEER' LEASED AT THIS TIME AND TENANT IMPROVEMF_NTS BEGINNING ANY POUR Phone: (503) 620-2086 WILL 6E PERFORMED UNDER St'"ARAT)` PERMIT. L WORK AND MATER!ALS SHALL BE IN FULL ACCORDANCE WITH THE CONCRETE STRENGTHS: ALL EXPOSED EDGER SHALL BE HEMMED. ;503� 684-3636 LATEST RULES AND REGULATIONS ,7* THE UNIFORf' 5JILOING CODE, - GUTTERS AND DOWNSPOUTS _ STATE STANDARDS, THE NATIONAL ELECTRICAL PL,�MMIWz CODE, LOCAL CITY AND GUTTERS I COUNTY GLIDES AND STANDARDS, THE APPLICAk3LE RE6UL."TION6 OF THE SLAB AND FOOTINGS: F'c 3,000 PSI AT 28 DAYS, WITH MAXIMUM ALL GUTTERS AND DOWN SPOUTS SHALL HAVE BAKED ON COLOR AS NOTED IN I LOGA� UTILITY COMPANIES, AND ANY OTHER APPLICABLE LAWS AND AIA DOCUMENT NO. A201, LATEST EDITION, I8 MADE PART OF TH15 I SLUMP` 4 . DOCUMENTS (COLOR SHALL. MATCH COLOR SAMPLE PROVIDED 6"r' TAYLOR REGI,LATIONS. SPECIFICATION AS 16 �41FREIN CONTAINED. TILT-UP PANELS: F'c • 3,000 PS' AT 28 DAYS WITH MAXIMUM SLUMP. 4" METAL PRODUCTS)- ALL BUILDING TRADES SHALL. PERFORM AND COMPLETE THEIR CORK AIA DOCUMENT NO. THE ENGINEER t OWNER SHALL APPROVE, IN WRITING GEMENT: STANDARD 5RAND OF PORTLAND CEMENT PER ASTM C-150, TYPES I GUTTERS SHALL BE SECURELY FASTENED TO WALL AND SHALL TO THE BEST ACCEPTED STANDARDS OF THEIR INDUSTRIES IN ANY ALTERNATE SUBMITTED FOR A?PROVAL. OR if AT CONTRACTOR'S OPTION. USE ONLY ONE MANUFACTURERS STANDARD HAVE A "TERMINAT;ON GAP" AT THE CONNECTION TO THE RAIN DRAIN. f COMPLIANCE WITH THESE PLANS AND 5PECIFICATI<7NS COMMEr`:CEMENT BRAND, TYPE, AND GRIND THROUGHOUT ALL WORK OF A PARTICULAR TYPE. pn OF UJORK BY ONE TRADE AFTER ANOTHER TRADE EBt,:.E3LIbHE9 ALL MATERIAL SHALL BE A MINIMUM OF 26 GAUGE AND CORROSION .�t��F� PROre,{cr l ACCEPTANCE OF PREY'IC7;;8 Wp}gIG, PE1C'fiORMEP. �CHEDULE3 AND P RT3 ADMIXTURES: (AGENTS SHALL BOTH EiE FROM THC SAME MANUFACTURER). RESISTANT. ,�c� a;, f 7✓ AIR ENTRAINING AGENT. PER ASTM NO REVISIONS/MODIFICATIONS SHALL BE tnADE TO THESE PLANS/ "APPROVED" - OWNER OR ENGINEER WILL BE THE SOLE JUDGE OF QUALITY USE ON ALL EXTERIOR SLABS AND SIDEWALKS ON GRADE AND RETAINING WALL8. r' SPECIFICATIONS, NOTIFY ENGINEER PRIOR TO MAKING NECESSARY ANLL SUIT.451LITY OF PROP08ED SUBSTITUTION. FIELD MODIFICATIONS FOR REVIEW AND APPROVAL, AND/OR THI c: 'S'/GG1t,JNTY NF REQUIRED) PRIOR TO ANY COMMENCEMENT OF )n i.CsU IF ANY ON 817E REVI$IONS/t"IOL7IFICATIG`N6 AREMADE ITEMIZED COST SCHEDULE RE`".INFOF4CEM,=NTS: � WITHOUT APPROVAL THEN THE CONTRACTOR 5HALL BE REAPONSIBLE FOR ALL ASSOCIATED G08Tg. ALL BARS FC,R REINFORCEMENT SHALL BE DF'"ORMED DIVISION WOOD AND PLASTICS PREPARE, IN FOR1"1 SATISFACTORY TO OWNER, A COMPLETE BREAKDOWN OF STEE'_ CONFORMING WITH "SPECIFICATIONS F' . BILLET-STEEL CONCRETE '■�'1 COSTS, A LIST CIF ALL SUBCONTRACTOR5, AND SCHEDULE OF WORK. REINFORCING BARS", ASTM A-615, GRADE 4,.2. MINIMUM BARLAPS A? _ E PINES 12-31-96WRITTEN DIMENSIONS ON DRAWINGS SHALL HAVE PRECEDENCE Oti'ER SPLICES PER ACI CODE CIaAPTER 1. �LS SCALED DIMENSIONS, DRAWIWa8 ARE NOT BE TO SCALED. SUi`� OF ALL ITEMS SHALL BE EQUAL TO CONTRACT PRICE. CONTRACTORS SHALL VERIFY ANC BE RESPONSIBLE FOR ALL REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER _WOOD DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING THE FURNISH THE ABOVE TO ENGINEER AND OWNER BEFORE FIRST MONTHLY GENERAL WORK- NOTIFY ENGINEER OF ANY DISCREPANCIES. PARTIAL PAYMENT REQUEST. CONCRETE CAST AND PERMANENTLY 31 STRUCTURAL DIMENSIONS GOIVTRCLLED BY OR RELATED TO MECHANICAL WAIVERS TO EARTH (NOT FORMED) ALL NAILS TO BE COMMON OR GAI_VAl-4IZF!_) BOX NAILS. "v.":;LING TO BE AND ELECTRICAL EQUIPMENT` SHALL BE VERIFIED BY THE SUBMIT JJAIVERS OF LIENS FROM MATERIAL SUPPLIERS AND SUBCONTRACTORS IN ACCORDANCE WITH TABLE 25-© OF THE `LOST RECENT EDITION OF THC CONTRACTOR PRIOR TO CONSTRUCTION. AS MATERIAL IS DELIVERED AND WORK COMPLETED. CONCRETE FORMED AND EXPOSED I %"" UBC. TO EARTH AND WEATHER ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED WITH A WATER BORNE PRESERVATIVE IN ACCORDANCE WITH 'STANDARD INCORPORA?LNG ALL ADDENDUM AND DIMENSION ALTERNATIVE DISPUTE RESOLUTION: ONLY APPROVED "CONSTRUCTION SET'' MARKED DRAWINC.sB _ CONCRETE NOT EXPOSED TO WEATHER 3/4" SPECiF!CATiON FOR PRESSURE TREATMENT OF TIMBER PRODUCTS',CLARIFICATIONS SHALL BE USED DURING THE EXECUTION A DISPUTE RESOLUTION BOARD WIL!_ BE USED AS A METHOD FOR RESOLUTION OF OR NOT iN CONTACT W/ THE GROUND ASTM pESIGNAT,JN DI-160. OF THE WORK DISPUTES. RESULTS SHALL BE BINDING. ALL LUMBER SHALL HAVE A GRADE STAMP :ASES ARE TO BE RESOL`vED 4)ITHIN 60 DAYS. HE.'�RINGS SHALL EE CONDUCTED CONTRACTOR "'FUST BE RESPONSIBLE FOR VERIFICATION AND WITHIN 30 DAYS OF THE BOARDS APPOINTMENT, AND AWARDS MUST BE ISSUED CONCRETE TILT-UP PANELS: LUMBER GRADES: COORDINATION OF SUB-CONTRACTOR'S WORK TO SECURE WITHIN 1 DAYS OF THE HEARING. COMPLIANCE OF DRAWINGSWALL FRAMING MEMBERS: DF-L NC. 2 OR BETTER AND SPECIFICATIONS, THE i ACCURATE LOCATION OF STRUCTURAL MEMBERS, AND 0PENIN%jS THE DISPUTE RESOLUTION BOARD WILL CONSIST OF THREE INDIVIDUALS SELECTED GENERAL: T I APA RATED SHEATHING AS A NEL:77^.' cEVIEW BOARD FOR D!6PUTES. THE CONTRACTOR AND OWNER WILL SHEATHING: FOR f"�EGHANICAL, ELECTRICAL AND MISCELL HNEOUS EQUIPMENT. PANELS SHALL BE CONSTRUCTED I DETAILED AS NOTED IN THE CONSTRUCTION GS: 9/8'' , Gs SELECT ONE ME'IIBE'R EACH WITH EACH PARTY AGREEING TO THE SELECTED y. MEMBER . THE TWO SELECTED MEMBER WILL SELECT A THIRD MEMBER DOCUMENTS, LOCATE ALL REINFORCING, IMBEDS AND ARCHITECTURAL FEATURES ROOF SHEATHINGS:AS NOTED. 32/16, EXPOSURE I, STRUCTURAL I ACCE=TABLE TO BOTH PARTIES. NAILING PATTERN: USE 6d NAILS WITH DEFORMED SHANK REVISIONS: CONTRACTOR AND EACH SUB-CONTRACTOR So-+ALL BE 6 INCHES ON CENTER AT EDGER I —` RESPONSIBLE FOR ANY LOSS OR DAMAGECAUSED By CAUSEBY HIM OR REINFORCEMENT: 12 INCHES ON CENTER AT FIELD HIS WORKP'IAN TO THE PROPERT"' OF THE OWNER OR TO THE ALL PARTIES IN`/OLVED IN THE ACR SHALL SHARE IN THE COST OF THE BOARD REFER TO ROOF FRAMING PLAN FOR SPECIAL NAILING REQUIREMENTS. WORK OR MATERIALS OF OTHER CONTRACTORS OR MEMBERS. TYPICAL REINFORCEMENT: GRADE 60 DEFORMED BARS SUB-CONTRACTORS, EMBEDMENT BARS: A 106 DEFORMED BARS. LOCATE BARS AS �!O T ED IN CONf6TRUCTION DOCUMENTS. FIRE BLOCKY,* CONTRACTOR SHALL MAINTAIN INSURANCE THAT WILL PROTECT THE OWNER HARMLESS FROM ALL CLAIMS OF DAMAGES. PROVIDE EIRE BLOCKING AS RI-OuIREG .+S FOLLOWS: FINISHES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, PAINT PANELS AS NOTED IN DOCUMENTS. PROVIDE 20'-e" WIDE x FULL ANEL INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LOADING CONDITIONS DURING CONSTRUCTION AND SHALL ?PRO`/!DE BRACING ANS SHORING WHERE REQUIRED, HEIGHT TEST AREA FOR APPROVAL BY OWNER I ENGINEER LEVELS AND AT 10'-e" INTERVALS BOTH VERTICAL AND CONSTRUCTION LOADS THE STRUCTURE HAS BEEN r� \ , * I ' I USE VINYL LATEX PAINTS W/ COLORS AS NOTEC. HORIZONTAL. DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED D I Y I5IO �t 2 S(TE WO� REMOVE EXCESS FORM RELEASE MATERIAL. , DIRT, DUST, EFFLORESCENCE OR ANY STRUCTURE. DURING CONSTRUCTION, AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL THE CONTRACTOR SHAD OTHER BOND INHIBITING MATERIAL BY SANDBLASTING, WIREBRUSN OR FIRE HOSE AND HO PROTECT THE STRUCTURE BY BRACING AND SUPPORTING PRIOR TO APPLYING 5EALER AL SPACES SUCH AS OCCUR AT SOFFITS, DROP HORIZONTAL NONTT AND COVE CEILINGS. WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR, SEALER COAT SHALL BE AN EPDXY-FORTIFIED ACRYLIC LATEX BA51 CONCRETE SITE PREPARATION ALL MEC SEALER APPLY BY ROLLER. IN OPENINGS AROUND VANC SIMILAR PIPES, DUCTS ANSIMILAR SEPARATE NIDAL AND ELECTRICAL WORK SHALL BE ANDER PAINT' PANELS 60 DAY'S ( EARLIEST ) AFTER PANELS ARE TILTED IN PLACE. OPENINGS WHICH AFFORD A PASSAGE FOR F!F�.E AT CEILING ' PERMITS. GENERAL: PAINT COMPATIBILITY OF PAINT t CAULKING COMPOUND. AND FLOOR LEVELS, WITH NON-COMBUSTIBLE MATERIALS. ' ALL OPEIv:►TIONS SHALL COMPLY W/ SOILS REPORT PERFORMED BY ACCESS IBILITY CARLSON TESTING, INC, (REPORT NO, CTI 98-XXX) WOOD SNINGLE3 CONTRACTOR SHALL BE HELD CONTRACTUALLY HELD RESPONSIBLE SHOP DRAWINGli3: SHINGLES 4T SOUTH ELEVATION SHALL BE PROVIDED BY OWNER PROJECT: I I CONTROLS, OPERATING r 1ECHANISMS AND HARDWARE, INCLUDING FOR TEST SCHEDULING I FREQUENCY. - - SWITC+-4ES THAT CONTROL :_1CsPTING AND VENTILATION AND PROViJE SHOP DRAWINGS FOR PANEL REINFORCING AND ADDITIONAL REINFORCING TRUSSES I i ELECTRICAL CONVENIENCE CUTLETS, IN ACCESSIBLE SPACES, STRIPPING_ REQUIRED FOR LIFTING INSERTS. TRUSSES SH.�,LL BE TYPE t SIZES AS NOTED ON DOCUMENTS. METZGER ALONG ACCESSIBLE ROUTES, OR AS PARTS OF ACCESSIBLE ELEMENTS UFAGTURE{i?: SHALL COMPLY WITH SECTION 31e9 (C) of 0886. REMOVE ALL DEBRIS, ROOTS AND ORGMATERIAL ATERIAL SHOWN TO RECEIVE MAN PAVING AND NEW BUILDING. TRUSSES SHALL BE �,,ANUFAGTl1RED BY TRUSS JOIST / MACMILLIAN. BUILDING HANDLES PJLLS, LATC�4E5, LOCKS AND OTHER OPERATING DEVICES INSTAL-ATION: ON DOORS, WINDOWS, CABINETS, PLUMBING FIXTURES AND STORAGE DISPOSE OF CLEARED AND ORGANIC MATERIAL BY REMOVING FROM THE INSTALLATION SHALL BE PER MANUFACTURERS SPECIFICATIONS. 7800 S.W. DURHAM ROAD FACILITIES SHALL HAVE LEVER OR OTHER SNAP£ PERMITTIN�',s SITE. DIVISION M�S^*1�� CONTRACTOR 15 FOR SUPPORT t BRACING OF TIGARD, OREGON 97223 OPERATION BY WRIST OR ARM PRESSURE AND NOT REOUIRING TIGHT MASONRY ERECTION. GRASPING,PINGHiNG OR TWISTING TO OPERATE. THE FORCE EXCAVATION: DESIGN: REQUIRED TO ACTIVATE SUCH EQUIPMEN' StiALL BE NOT GREATER TRJ85ES SHALL Bk DESIGN FOR LOADS NOTED iN DOCUMENTS . THAN 5 POUNDS FORCE. (SECTION 3109(G)1). ALL SOFT,TO FIRM NAIET, OR SO!L OF UNUSU,41L CONDITION SHALL BE TTURAL,, UNDISTURBED SOIL. PROVIDE FILTER FABRIC AND NOT USED ANY ADDITIONAL MEC:HaNiGAL LOADS AS NOTED, TRUSS MANUFACTURER IS � CLIENT: CHANGES IN FLOOR LEVEL SHALL NOT BE GREATER THAN I/2 INCH, COMPACT WITH ENGINEEREC) RESPONSIBLE FOR TRUSS ,-:ONNECTION AT BEARING PCINTS. CONNECTION SHALL FILL. ENGINEER SHALL BE NOTIFIED IF UNSTABLE CONDITIONS ARE PRESENT BE GESICSNED FOR LOADS AS NOTED IN DOCUMENTS. D I V 15 I ON M T�L■(J' SHOP DRAWINGS: DA♦ID ALL ORGANIC: MATERIAL SHALL BE REMOVED. - -_ MANUFACTURER SHALL PROVIDE ENGIN) ER 'W/ SHOP DRAWINGS C DESIGN CRITERIA: .LL. FOR APPROVAL. METZQC.R I SOIL BEARING PRESSURE: 1500 P.SF. ALL FILL PLACEMENT SHALL BE PERFnRMEn IN ACCORDANCE W/ CHAPTER 33 OF METALS E3A81C WIND SPEED: Be MPH DIVISION�I S(O It' THE UNIFORMS BUILDING CODE , W. THE EXCEPTIONS AND ADDITIONS AS NOTED IN SOILS N I THERMAL 4 1 LOIS I UCIRE.- PROTECTION ECTION P.O. E30X 275 BY CARLSCN TESTING, INC. EXPOSUREr C FILL SHALL BE OBSERVED t TESTED BY G.T.I. IMPORTED MATERIAL WILL c.E .► 'PROVED PS`' GENERAL: ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND cHERW00D, OREGON 97140 „ IMPORTANCE %-ACTOR , ERECTED IN ACCORDANCE WITH RISC MANUAL, LATEST EDITION. THE 501LS ENGINEER PRIOR TO ARRIVAL ON SITE. SEISMIC ZONE: 3 THE BUILDING SITE SHALL BE FILLED WITH I" MINUS TO 10 INCHES STRUCTURAL AND MISCELLANEOUS STEEL: _ BELOW TOP OF FLOOR SLAB, GENERAL ALL STEEL PLATES, FLAT BARS, STRAPS, A' STRUCTURAL SECTIONS THE BUILDING SHALL BE HEATED OR FREE_E PROTECTION ONL Date- ROOF LIVE LOAD: 25 PSF (PLUS DRIFTING) F � : ~- FILL SHALL BE INSTALLED IN 6 INCH LIFTS COMPACTED ILIO 95% SHALL BE ASTTI A-36 UNLESS NOTED. ( SECTION 1312, EXCEPTION I ). Scale: MAXIMUM DRY DENSITY. TESTING BY G.T.I. SHALL BE PERFORMED FOR EVERY" VERTICAL POST WINDOWS t DOORS SHdLL MEET ENERGY CODE REQUIREM;FNT'g AND FILL PLACED OR EVERY brae YD3. ALL TUBE COLUMNS TO BE A-523: Fy ' 46 KSI. Drawn by: JDA TESTING AND INSPECTIONS: INSULATION 3UBGRADE AT SLAB ON GRADE: BChecked by: FRT ALL BOLTS ASTM A-301, ROOF SHALL NAVE R-19 IN°3ULATION,W/ A ONE PERM VAPOR RETARDER SPECIAL INSPECTION IN ACCORDANCE WITH CHAPTER 11 OF THE 1996 EDITION INSTALLED ON THE WARM SIDE OF THE ROOF. Job No.: 970522 OF THE OREGON STRUCTURAL SPECIALTY CODE. PROVIDE Co" OF 3/4" MINUS CLEAN CRUSHED AGGREGATE BASE. TEST ALL STEEL TO HAVE ONE SHOP GOAT OR TO BE GALVANIZED IF NOTED. Drawing No.: SPEC-' SHOP WELDING OF EMBEDDED ITEMS COMPACTION OF 3UBGRADE ESY PROOF ROLLING W/ SOILS ENGINEER PRESENT. ALL WELDS E1exX PER AWS STANDARDS BT CERTIFIED WELDERS 1/4" -- FILLET WELD TYPICAL UNLESS OTHERWISE NOTED. ROOF` FIELD WELDING OF REQUIRED) PROVIDE COMPACTION REPORTS FOR ENGINEERS REVIEW. FOR EVERY 12" OF FILL. --- .., ,,, *. EPpM ROOF SYSTEM SHALL F3E FIRE STONE RUBBER GUARD ADHERED PLACEMENT OF CONCRETE, REINFORCING STEEL AND EMBEDDED ITEMS FOUNDATION: SYSTEM OR APPROVED EQUAL, FLASHINGS AND CLADDING (ARCHITECTURAL) •°•' FOOTINGS SHALL BE FOUNDED ON RATING: Y a 1PACT.ON REPORTS A7 BUILDING FOOTINGS, SLAB I DRIVE AISLES GOf -� - PAVING SC OPE ROOF SYSTEM SHALL NAVE A CLASS B ROOF ASSEMBLY RATING. ',.. I-,ROVIDE ALL FLASHINCs6, CLADDING, AS REQUIRED TO PRODUCE A WATER ROOFING: SPECIAL 1N5PECTIONS 6HALL BE PERFORMED BY "CARLSON TESTING, INC." PROVIDE 21% INCHES MINIMUM OF ASPHALTIC CONCRETE AT VEHICLE PARKING! AREAS. TIGHT ASSEMBLY. VERIFY LU/ ROOFING CONTRACTOR FOR rOMPATIBILIT" OF ROOFING SHAL, BE AN ADHERED EPDM 5TSTEM. i PHONE NO. 684-3460 PROVIDE 4 INCHES MINIMUM OF ASPHALTIC 'ILONCRETE AT DRIVE AISLES. METAL SYSTEMS I R0OFIWG ATTACHMEr;T REQUIREMENTS. ¢ COMPACT TO 91% OF RICE DENSITY PER AASHTO T-209. MATERIAL: APPLICATION ' IaREP.aRE SUBCsRADE W/ 2" MINIMUM OF 3/41' MINUS OVER 8" OF 11%" MINUS AT APPLICATION SHALL BE LICENSED APPLICATION nvv APPRCVEp BY MANUFACTURER, DRIVE AISLES AND LOADING AREAS AND 6" OF 3/4" MlNU° At PARKING AREAE. STEEL SHALL BE 24 GAUGE PER ASTM A446, SHALL CONFORM TO MANUFACTURERS SPECIFICATIONS. PROVIDE OWNER I ENGINEER W/ DOCUMENTATION NOTING MANUFACTURES APPROVAL. ALL MATERIAL SHALL HAVE A G-90 GALVANIZED COATING PER AP"'LICATION SHALL VERIFY ROOF SURFACE CONDITION I COORDINATE W/ PFr _tA SUBGRAUE OF PARKING AND DRIVEWAYS TO 98'X OF STANDARD CONTRACTOR THE PROPER SUBSTRATE REQUIREMENTS. NOTES AND P}POCTOR A8HT0 T-99. ASTM A525. I V PROVIDE G,71PACTfON REPORTS FOR ENGINEERS REVIEW.. COLOR SPALL BE A$ NrirED IN DOCUMENTS (PER TAYLOR METAL PRODUCTS SAMPLE). WARRANT" SF'ECIFIGATIONS COLOR SHALL BE KYNAR 500 BAKED ON PAINT SYSTEM. MANUFACTURES REPRE9ENTATIvE SHALL INSPECT AND ACCEPT THE INSTALLATION OF E -` PAVING 8PALL ': SHET OMPLY WITH "ASPHALT PAVING INSTITUTE OF OREGON" THE ROOF SYSTEM. H I RECOMMENDED DESIGNAND CONSTRUCTION PROCEDURES, LATEST EDITION. PROVIDE WARRANT" DOCUMENTATION PRIOR TO (-,NAL PA"HENT. CONTRACTOR MA" SUBNG SYSTEM APPROVAL.MIT ALTERNATE ROOFISYSTFDurham Rd, 7800 APPLY 4 INCH WIDE PARKING STRIPES AND CIRECTION SIGNS WHERE SHOWN. 003 SIT98•00027 USE RODDA PAINT CO. NO. 611 WHITE. 3 of 11 A b°'IG"'"':-.,.....,. ._. .... . _.. +..•,_ .....J 1.WIi11.pd» ,........._...:-d,A1�Iaf+Irt':u .M,wauus..n.,.rn..lO.:r. ._...._ .,.. .»`......:... ... ....:.,. NOTICE: IF THE PRINT- OR TYPE ON ANY I f III III I I ! 1 1 1 1 1 1 1 III I I III I I I I I I I I III III III III I I I I I I I III I I III III III III III III III III III III III I I I I I I I III III I I I I 1 III I I I I I I l 1 I l III l I l I l I l III III i l! ! iMAGE IS NOT AS CLEAR AS THIS NOTICE, I I ! 1 I I I I 1 3 14 ` I I I I I I I I I I I I I i l �_-- _h1 _._ L__ 8 ( 10 11 , a __� _ ___� _ 11 IT IS DUE TO THE C�UALII Y OF THE No 36 ORIGINAL DOCUMENT E 8Z 8Z L((Z 9IZ -9�Z 6��Z Z ZZ I(Z OZ 81i fT [ �Lt 9�T 1S�T I ibT ET Zi iT i lil 3 Lilt IIIII Ile, IIII IIII�IIII�III VIII II I I' �SII III IIIIIIII�II�IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IILII II I I IL Illlllllllllll IIIIII �1111111„11111III�IIIII !l ill�llJl ll 111111 111 � 11� IIIINII! DIV151ON a DOORS AND UJINDOUJS DIVI5ION 15 MECHANICAL DOORS. WIND0U19, AND GLA55 N✓AG. I MECHANICAL 5YbTEM IS TO BE BIDDER DESIGN. and Construction Services Inc. PROVIDE GAS FIRED HEATER5 !N BUILDING AS NOTED ON 5HEE' 21,4 1~:Ci�:F TOP PROVIDE 41-L GOOR9 ANG WINDOWS AS NOTED ON DRAWINGS. ALL JoORS UNITS SHOWN ON SHEET ,=' 4 ARE FOR FUTURE TENANTS 9112`1 1) W. Canter Street � P.O. Boz 23784 AND WINDC:U15 SHALL MEET CHAIpT-R 13 OF THE 1596 OREGON 5TRUCTURAL SPECIALTI CODE UNITS SHALL NOT ExCEED 8 1155TU/HF�FT'2 OF FLOOR AREA. THER"10F.7 AT 3+aALL Ilyord, Oregon 97223 H4vr ' mAxII~IUM SETTING OF 4S'F 4 SHALL BE MOUNTED NO LO::cR THAN _ VERIFY THAT ALL SEALANTS/CAULKING-5 USED ARE COMPATIBLE WITH DOOR HEATING UNIT. a AND WINDOW SYSTEM. COIITRACTOR SHALL BE RESP(,)N51BLE FCR PROVIDING NECES5ARY DRAWINGS Phone- (503) 620-2086 COORS AND FRAMES ANG '.)BTAININrz REQUIRED PERMITS. FAA (503) 684--3636 EXTERIOR DOOR ( AT EAST 1 WEST ELEVATI0f45 ) SHALL BE METAL MAKE li�5`ALLATION OF ALL ITEMS IN COMPLETE ACCORDANCE WITH ALL AND NA'•✓E 10 GAUGE STEEL SKIN AND FRAMES SHALL BE Ib CsAt,1CaE CODES OIC' REGULATIONS SET FORTH BY STATE AND LOCAL AUTHORITIES STEEL WITH MITERED CC'RNERS ALL VENTS, HOODS ETC REQUIRED, WHIG•-( PENETRATE I HE ROOF STRUCTURE SHALL MATCH ROOF C-OPING COLOR PROvIDE 5HOP DRAWINGS OF ALL ITEMS [-BOORS SHALL BF_ UIEATHER-'STRIPPED 4 HAVE MAx. U FA(-1OR OF 4y3EMBLY OF 020 PENETRATING THE .ROOF AOR APPROVAL COORDINATE WITH ROOFING , DOORS 51,-4ALI_ BE PRIMED AND PAINTED THE COLOR A5 NOTED CL"'NTRACTOR ON DOCLIMENT5 " /AC CCNTRACTOR SHALL COORDINATE UNIT AND DUCT LOCATIONS W/ OTHER SHALT_ BE CERTIFIED ACCORDING TO A5TM E-283 FOR it CFM PER FOOT OTHER TRADES. OF DOOR CRA,.K AND MEET SPECIFICATIONS OF T'4E STEEL DOOR I I 6 INSTITUTE. HVAC CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING UNIT HEATER j DOORS SHALL HAVE LEVER TYPE HARDWARE LOC4TIONS, ETC FLUS F',XTURE MANUFACTURERS AND CATALOG NUMBERS n tx1N SUBMIT TO EW-31NEER FOR APPROVAL. L STOREFRONT WINDOWS 1 GOOR°r 17, _ SUBMIT OPERATIONS AND MAINTENANCE DATA MANUAL TO OWNER AND ENGINEER WINDOWS SHALL BE A 2" X 4-I/2 OFFSET GLAZING 573TEM WITH FOR APPROVAL AND ACCEPTANCE IN5ULATEG GLA85 GLASS SHALL HAVE "GREEN" TINT PROJECT WILL NOT BE CERTIFIED A3 5UB5Tt.NTIALLY CC"FLETE BY THE EXPIRES 12 31 y8 OWNER AND ENGINEER UNTIL THE CONTRACTOR HAS DEMON13TRATED THE WINDOW FRAMES SHALL BE ALUMINUM WITf! A "CLEAR" ANODIZED ✓ARIOUS SYSTEMS AND EQUIPMENT AND TRAINED THE OWNER'5 PERSONNEL, FINIS!-4. PROVIDE COLOR SAMPLE FOR APPROVAL AND THE OPERATION AND MAINTENANCE DATA H4 VE BEEN 5U15MI1 TE- 5, G'OORS SHALL HAVE LE ✓ER TYPE HARDWARE=. THE C:NTRACTOR AND APPROVED By TFJE OWNER ANG EN61NEER. SH-+LL BE CERTIFIED ACCORDIN3 TO ASTM E-283 FOR 0.31 CFH' PER PLUMBING: FOOT OF WINDOW °)ASH CRACK 2 HAVE A MAX. U FACTOR OF ASSEMBLY" OF 054 - ----- PROPOSED ALTERNATES SHALL BE ACCO'•'!PANIED Pi MANUFACTURER'S PLUMBING 18 TO BE BIDDER DESIGNED. LITERATURE AND CUT SHEETS. ALTERNATE MU51 BE ICE:O APPROVED AND APPROVED BY OWNER AND ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR PROvIGING NECESSARY DRAWINGS ENTRANCE DOORS_ (NORTH 4 SOUTH ELEVATIONS) AND OBTAINING REQU!RE-C PERMITS I ENTRANCE DOORS AND FRAMES SHALL ,-4AVE A "CLEAR" MAK' INSTALLATIONS OF ALL ITEMS IN CCMPLETE ACCORDANCE WITH ' ANODIZED !FINISH. PROVIDE COLOR 5AIh!PLE FOR APPROVAL. CODES AND REGULATIONS SET FORTH BY STATE AND LOC-.:L AUTHORITIES 455EMBLY SHALL MEET ALL ADA (AMERICAN D15AEILITIES ACT' ajemITTAL5: THE PLUMBING CONTRACTOR SHALL SUBMIT DRAWINGS REQUIREMENTS. 51,40111ING PIPING LOCATIONS, 51ZE5, AND ARRANGEMENTS TO THE PROVIDE ALL LATCHES, HINGES, LOCKS AND DE/`•D BOLTS A3 REQU!R.EG ENGINEER BEFORE STARTING WORK, TO PROVIDE A SECURE, OPERABLE SYSTEM. PLUMBING CONTRACTOR SHALL COORDINATE PIPIfVG AND EQUIPMENT LOCATIONS W/ OTHER TRACES. --- SUBMIT OPERATIONS AND MAINTENANCE LATA MANUAL TO OWNER AND ENGINEER r FCR APPROVAL AND ACCEPTANCE. PROJECT WILL NOT BE CERTIFIED AS 5UB5TANTIALLY COMPLETE BY THE OWNER AND ENGINEER UNTIL THE CONTRHCTOR HAS C,EMONSTRATED THE VARIOUS SYSTEMS AND EQUIPMENT AND TRAINED THE 004ER'S PERSONNEL, AND THE OPERATION AND MAINTENANCE DATA HAVE BEEN SUBMITTED BY , T�-IE CONTRACTOR AND APPROVED BY THE OWNER AND ENGINEER DIV15ION 13 FIN15HE5 I ,y i r NOT USED DIVISION 1( ELECTRICAL �+ c ELECTRICAL (BY SEPARATE PESVIT/BIDDER CG ' E51N DIVISION 10 -SPEC I -/�1L It I E5 MAKE INSTALLATION bF ALL ITEMS IN COMPLETE ACCORD=LNCE WITH ALL — — - CODES AND REGULATIONS SET FORTH BY STATE AND LOC41_ AUTHORITIES PROJECT: CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL NEGE55ARY DRAWING5/ DOCUMENTS ANC- FOR OBTAINING PERMIT. METZGER NOT USED FIXTURES INSTALLED IN DIRECT CONTACT W,' INSUI-ATION SHALL HAVE AN BUILDING.0 ! INSULATION COVERAGE) RATING. SUBMIT OPERATIONS AND MAINTENANCE DATA MANUAL TO OWNER AND ENGINEER 7800 S-W. DURHAM ROACH /� I FOR APPROVAL AND ACCEPTANCE TIGARD, ClREGON 97223 DIVISION 11 EQUIPMENT PROJECT WILL NOT BE CERTIFIED A5 SU155TANT IALLY' COMPLETE BT Ta-E r. _. OWNER AND ENGINEER UNTIL TF E CONTRACTOR H45 DEMONSTRATED THE ✓4RIOU6 5Y STEMS AND EQUIPMENT AND TRAINED THE OWNER'S PERSGNNEL• I',LIEN T AND THE OPERATION AND MAINTENANCE DATA HAVE BEFN 5UBMITTEr� Bl, THE CONTRACTOR AND APPRO'✓ED BY THE OWNER AND ENGINEER. DAVID METZGER F.O. BOX X75 D i V 151 ON 12 FURN 154NG5 SHERWOOU, OREGON 97140 Date: NOT L15ED DIVISION 11 MANUFACTURERS scalp: Drawn by: JDA wu Checked by: PRT Job No.: 970522 DIV 151 ON 13 5PEC I AL _,:ON5TRUCT I ON Drawing No.: _P—SPEC-2 YM+•^, k .•...•. •. NOT USED 1♦ {bI 1. •1. n • y M w• , n n • • •a DIVISION 14 CONVEYING 5Y5TEM5 ' NOT USED NOTES AND SPEQFCA I ` ;HEFT Durham Rd. 7800 o • 4 SIT98 0002 4 or IL �.�..�.��...�._. `, ...1'i:r�"'aiiu ':piik:.u:a. - .U•wN.•, ... _. -.._ .. :. __ - _,-m»•- .TJX'°. - .-°` _. ..+.w•.r.rMnn.rn".,... ... NOTICE: IF THE PRINT OR TYPE ON ANY 11 ' III III ' I I-1l _-__-- I _ � G�Sze. IMAGE IS NOT AS CLEAR AS THIS NOTICE, I� � 8 101� ITIS DUE TO THE OUALI Y OF THE No.36 jb ww"= r.» ORIGINAL DOCUMENT �£ SI? 18Z :�9Z Z 'bZ £lZ Z 11Z OZ 18i 8I Gi 9t 9I 6t £i Zt it i 8 �� I I' !IIIIILIII (III III lilt IIIII�IIIIIIII IIIIIIIIL IIIIIIIII (III Illllllil Illi II�IIII IIII�IIII�IIIIIIIII�IIII (III (III Ilil �I1I IIIIIIIII IIII�I!Illlllllllllillll ILII 1111 1111 8(III I ih L111.1 241K [IIIIIII I,II II.I�I IIIII II Ar and Construction Services inc. 9025 '%W. Center Street ' P.O. Box 23784 figord, Oregon 97223 _ -- _ ._ __ _ _ _ _ '�• �i�T Phone: (503) 620-2086 I AX (503) 684-3636 M k - PUBLIC SIDEWALK n' 5 "*53'20" E \ ---���-.•._... ---•---•---•.._•.., ..._.. _ --fit _ �'�' .i►ta �- 0 +..... •• R.g31e , ` - VAULT AND BACK- ` i i✓_'�v17. C11 ./ FLOW DEVICE �EXIST!NG S.D. TAI@Y = --�--� �217�0 �i CATCH BASIN _ EWER LATERAL EXPME' .- 12_-31 9b� AC E_5 PATH- -.` , FROM PUBLIC ''�. �_- EXISTINr, APPR04GN WAY- TO 51 TE / _ �1�•'�► FIRE n — C CYCLE Q PARKING- - FIRE � --1 `fl HYD • -; - °D -,4 I4 o -0 14 -0 24'-0 B Q U 0 '-sail !�� r=6" CURB-TYPICAL IRE '\ "0 HYDRANT � EXISTING \ b�� CUR;,, o� io I `� b 51DEW�.LK v `t 3' CONC DEW L S U I A' K I �D j CONC _...._ —. N SIDEWALK 0 W cn \ � r- I -- - • - _i Q ' ,\ dGWTS- - -m a '\ LI d) REVISIONS: PASSING LANE j j SID 0 � 8-b-98 REVISED PER BICYCLE PARKINci 1 1 ' \ ` \\\tR� ` ' __ \ \\i I ► I \\\\\ T. . _I--T- �I. SPACES l2) � PLAN GNECK ---- - --' -� - - � - - --"NO PARKING" FIRE �•\, , CITY LANE SIGN \ A.G. PATH TO i SOUTH SIDE OF BUILDING � �----i-- AREA I PAINT CURBS , �---� PAINT CURBS ``ELLOW YELLOW W/ I j W/ "NO PARKING FIRE NO PARKING , LANE " MARKINGS FIRE LANE MARKINGSEvER1 25' i I I I i I OFFICE / WAREHOUSE / MANUFACTURING =^ w= 21,000 5F. 1-15'-0" x 120'-0" S I T I: 1 W F O R M A T ION 9 _ CATCH BASIN PGE. TRANSFORMER ePROJECT: — -TYPICAL 3 PAD �+ �; C• I�' E4 SITE AREA: S.F. CiOfayJ zl --BUILDING: - - 21,000 S.F. (32.1%) METZGER 14 -Z" 15'-0" 14'-0" 0 _ BUILDING LANDSCAPING:— - 15,124 SF. (23.2 -) LANDSCAPED-- I ± ►� " 29,20rp S.F. (441%) 7800 S.W. DURHAM ROAD AREA T—) ` TIGARD, OREGON 97223 PARKING:- —6 SPACES - TOTAL 35 5T4ND4RD SPACES 6" EXTRUDED-- BICYCLE PARKING SPADE k,/ RETAINING CLIENT. 23 COMPACT SPACES - W CURB LOCATED IN51DE BUILDING. ! 3 DISABLED SPACES PROVIDE SIGNAGE AT FACE v4,N-ACCE5SI5LE) -"OF BUILDING. 9 B I Y � L7IAVID STRIPED PATH 4 B.G . CLE PARKING ACROSS DRIVE -,�� SlnACE5 (I LOCATED I METZGER .ISLE (4'-0" WIDE) - INSIDE BUILDING) "NO PARKING FIRE LANE 51604v _ - I f.O. BOX 275 y n " SHERWOOD, OREGON 97140 > JGECaENp _ ____ _ O TR.:±FFIC LIGHT �( ! _ ;k Date: ----- � POWER POLE Scale: 1"-20' r � --BIGYG�k FA TNG II SPACE (1) 1 I = CURB INLET Drawn by: JDA 21 -1 1/221'-0 1/2 ' N 214'-4. _ -- 41'-3 1/4 — 22_-9 11 -0 -11 STORM DRAIN MANHOLE Checked by: PRTfn. s I — _ NEJob No.: 970522 SPGg_ AT 1 NEW WATER METER AT Drawing No.. P SITE-1 8'-B ro0� «_ — 4) SANITARI" SEWER LATERAL 6 3PC�5. AT 8'-8"•5 _I i I! POLE 1 8 LIGHT�TYP. 1 _ ► __.- _201-011 X 121-01, SCREENED DUMP5TER ENCLOSURE ,u/ CONCRCTE — NO M SITE PLAN DEVELOPMENT PLAN SHEET Durham Rd, 7800 SIT98 00027 • � Sof 11 NOTICE: IF THE PRINT OR TYPE ON ANY Y I f III I I I III I I I I I 11 1 1 1 1 1 I 1 1 1 1 1 III 1 1 1 III III III 1 11 111 1 1 1 III III 1 1 1 1 1 1 1 III 1 1 1 1 1 1 1 1 1 1 1 I I III III 1111111 11 1 III III 11111111 1 111111I1 ' 114 i lI l I I 1 � 111 �` I IMAGES NOT AS CLEAR AS THIS NOTICE, --- -�-- --�- 1 � --- – y�--- - ITIS DUE TO THE QUALITY OF THE No.38 ORIGINAL. DOCUMENT S 8Z I BZ LZ 9T Z 6Z SZ Vz IjjZ �OZ 6i R1T G��t et 4j 61T Et- ZI Tj I� T I261111111 8 L 8'i i1 IIIIll 1 l �llllWIL 1�I I I��llul�lllU IIII IIr�1Il 3 a f i i T WILV_ and Construction Services Inc. a 9025 S.W. Center Street ' F.O. Box 23'84 f 1 igard, Oregon 97223 (503) 620--2085 FAA (503) 684-3636 olf ' - `'"�--.�...--� _��• _'`�'' Ci O.N. --- � �",�t,}�•�i r��t-;��i � ---�-.='�-�.� -- � I . -�'�-_�,�, `\�\ �•\ �,.�_...... kms:...-.-...---.•-"..__-� 2 EXREUDEC) '� CATCH BA81N SEE DETAIL I/C.2 �g EXREUDEDB 9 3 CUR \�\ L_—REFER TO DETAIL !C•1 3/C.2 FOR DISABLEII� PARKING INFORMATION. —---- c.l c.l REVISIONS. ----- I = I ! s i I = I OFFICE / WAREHOUSE / MANUFACTURING_ ; —�—BOLLARD - TYPICAL 21,000 5F. 120'-0" - gEE DETAIL II/C;.) j PROJECT: METZGER ! i ! _ BUILDING ' ! 9 17800 S.W. DURHAM ROAD � i —gl I TIGARD, OREGON 97223 I ! = CLIENT: - ! i DAVID METZGER 1119 I _ _ --- BLOCK RETAINING '1ALL 43 REQUIREp. ��\\\.\ \� _ j INSTALL PER MANUFAGTURERv SPECIFiCATION5. P.O. BOX 2-5 EXREUDED -' _ REFER TO DETAIL _ 21C.2 FOR SHERWOOD, OREGON 97140 CURB 5 PARKING INFORMATION. T � SIM. Date: -I- ( Scale: 1"=20' = Drawn by: JDA Checked by: PRT e Job No.: 970522 4' CONCRETE 5L�B C.1 SIM. __ _ !" Drawing No.: P-SITE BLOCK RETAINING UJALL AS REQUIREp• INSTALL PER MANUFACTURERS SPECIFICATIONS. ra EX UP p CU B — w NO SITE PLAN DETAIL PLAN SHEET Durham Rd,7800 P S1798-00027 1 • 2 6 of 11 - — j - wMr ��•:wae�..w �� ..,p_.. � ...'•��M�°M' `..�'�I:C""'"a`�..... «1.�.. . -.,..«..,v, r.a .. � -. rrrw�,- tam ..�^�1jt. ... _ ^�.,.�W`w�"'aW.'S..agrY7d�n,.w—�—'6'°+„^-"7rarMr��7�'= _ NOTICE: IF THE PRINT Ok TYPE ON ANY III III ill IIII I I I 1 1 III I ! I I I III III I ! III III III IIIIII III III III III I I I I I I I III III III III I I ' I I III III III III ' III I I I I I I III III III III III III I I I I I I I III III ! IIII I �L,D IMAGL IS NOT AS Cl-EAR AS THIS NOTICE, 31 4� — Jl �i - —! - - - - 1 - �Ul —L— IT IS DUE TU THE QUALITY OF THE No.3E ({j<�•�"" �- ORIGINALDOCUMENT £ 8Z SZ I.lZ '9TZ Z -6Z £Z I ti [Z OZ 8 [ 81 LI1 9i 9t bi E. i III I I IIII I II IIII�IIII ►IIIIIIII�IIII IIII�IIIIIIIII IIIIIIIII IIIIIIIII�IIIIIIIII►IIIIIIIIIi1lJI(IIII IIIIIIIII IIIIIIIII IIII IIII�IIII ►IIII►IIIA►I!.►IIIIIII IIIIIIIII Illlllil��►llllll�i lllllit�lllllj ItILllI1�iIIN11! 1 IIII 1,11111 II1� I ►II ► .I �IIIIIII VIII pp- IHI F%K 1 ry ti: -7-== an,j Construction Services Inc. l F 9025 S.W. Center Street • P.O Box 23784 Tigard, Oregon 97223 D Phone: (503) 620-ZO86 FAX. (503) 684-3636 Iiij I 0 Pl� 8L & Ile IRIM 0 _j h, IV] REVISIONS: + IN, L 154 - - PROJECT: FIN15r4 FLOOR ELEV. - 154.15'' GB Rim•153 - RIM•153.25' I I 146 METZGER i _ BUILDING NOTES 7800 S.W. DURHAM ROAD TIGARD, OREGON 972.2.3 CLIENT: IN T�4E NE 1/4 OF 71�41E NW !/4, SECTION 13, T.25., R.IUJ,,LU.M. DAVID WASHINGTON COUNTY, OREGON METZGER ELEVATIONS ESTABLISHED FRO": P.O. BOX 275 U,6n.S. CITY OF TIGARD ELEVATION DATUM: 5R456 DISK IN CURB AT THE SOUTHWEST SHERWOOD, OREGON 97140 ? CORNER OF THE !NTEk5ECTION OF 511J. -16TH 4 AND BOND STREET. LLI INDEX NO. 113 ELEVATION 14839 Jj � �_ ( SITE DATUM , 15234' Date: (N.E. PROPERTY CORNER) Scale: 1'0=201—O" RIM 153-3' Drown by: JDA IV EXISTING CONTOURS Checked by. PRT Job No,: 970522 I / Drawing No.: P—GRADE-2 + PROP5EC) GR,4DE5 I1 r,•.J..•....�--r••• ,}-/ EXISTIN46 GRADES r27, Uj GRADE "BREAK'' LOCATIONS REFER TO SHEET 13 FOR ACCE55113LE ROUTE LOCATIONS. ALL ROUTES CROSSING VEHICULAR WAYS SHALL NOT i­4,4,✓E A RUNNING SLOPE GREATER THAN 5% OR A CROSS 5LCPE GREATER THAN 2%. NORTH GRADING PLAN GRADING PLAN SHEET �___ ___ Durham Rd.7800 • SIT98-00027 7 of I C 1 NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, Of 21 IT IS DUE 1-0 THE QUALITY OF THE No 36 gil— �i_ 11 ORIGINAL DOCUMENT 9, ....... lllh�LUL Ulu' S '1 GENERAL NOTA ` INFORMATION ON EXISTING UTILITIES AND FACILITIES WAS OBTAINED FROM THE OWNER, SITE VERIFICATION AND "AS-BUILT" DOCUMENTS FROM WORK PEW-OWED ON SW. DURHAM ROAD. CONTRACTOR SHALL BE RESPONSIBLEF FOR FIELD VERII''INC and Construction Services Inc. LOCATIONS OF ALL UTILITIES AND FACILITIES. 9025 S.W. Center Street ' P.O. Box 23184 S Tigard, Oregon 97223 _ SANITARY SEWER NOTES _— _ _-.--- _ __ _ -._ _ _ _ ___-- - _ _ __ Nl ----- - - __ D �j � � Phone. (503) 620--2086 `-- - A Al FAX (503) 684-3636 THE SANII ARY SEWER LINE FROM THE EXISTING S.S. LINE TO WITHIN 5'-0' OF THE 50ILDIN63 SHALL. DE CONSTRUCTED OUT OF P.V.C., ASTM D-30.34 SDR 35. ALL PIPING WITHIN 5'-0' OF THE BUILDING SHALL BE OF A MATERIAL U"(ICH IS APPROVED FOR INTERIOR USE. ALL OTHER PIPING CAN BE 3034 P ~ � -- UNLESS OTHEIZVISE NOTED. EXISTING S.S. LINE 5TU55ED TO SITE �- E:.I=.G. AND CATV CONDUIT ALLED PRCVIDE CLEAN OUT EVERY 100'-0" LF. OF PIPE. �I UND R!SW.CE TDURH AM TROAD TO Q /� T XISTI T � --- SEWER CATCH �- POLI AT NORTH 51DE OF CONTRACTOR SHALL EXPOSED E NG STUBBED LINE TO SITE. � STREET. V � LOCATION AND FIELD VERIFI EXISTING INVERT OF 5.5. PIPE. THIS SHALL BASIN i� BE DONE AT BEGINNING OF PROJECT AND ENGINEER SHALL BE NOTIFIED 0 0 1 - - -�----- -' - 1't EXISTING LINE STUBBED Ii`1MEDIATELY. ------------- TO SITE FOR FIRE HYDRANTS i 0I Fi,)N FIELD VERIFY LOCATION) STORK(( DRAINAGE NOTES S.S_STUB - -� s,� _-��-��_ —__`` .��5 � ,� �'• ��- - � EXIS i NG i5"o EXPt iE;, 12 31-98 PROVIDE GLEAN OUT EVERY 100'-0" LF. OF PIPE AND AT EVERY DOWNSPOUT. �ANITARY SEWER "PUMP STAT( �- �''� 5T SEWER DETECTOR, D LE C�lilCK '`� \ \ ALL PIPING WITHIN 5'-/0 OF THE BUILDING SHALL BE OF A MATERIAL WHICH IS PL.UMBING CONTRACTOR IS VALVE .aND ASSEMBLY IN 'VAULT- /; �'�.. LINE APPROti'ED FOR INTERIOR USE (A$.S.) ALL OTHER PIPING GAN BE 3034 P.VC. RESPONSIBLE FOR PERMITS A D �'• \ EXISTING I E.■ l49S' UNLESS OTHERWISE NOTED. INSTALLATION OF STATION jzl� t EXISTING 3/4 WATER METER _ � ; •..� � \I LINE '3 b" 5D L•115' 580.01 T •-� �� (CONTRACTOR SHALL SUBMITT TO THE CITY !�F TIGARD. FOR APPROVAL �- - =. `•yam i DRAWINGS AND SPECIFICATIONS FOR ALL CATCH BASINSW/ OUTLETS _ _ ' FIRE 1, LARGER THAN bm IF ALTERNATE CATCH BASINS ARE USED. SEE (4/G2) i �, HYDRANT I � �� RIM■1 18' �' � i. 5 /� RIM■1528'1' I£.■150355 MAINTENANCE PLAN FOR 9URED PIPE TRENCH_ I I ' II IP.•131.505' I`= = I J) �� = j � I 6"m FIRE LINE 4"o FIRE LINE `\ (- INSPECT TRENCH 1MMEDIATELI AFTER CONSTRUCT(ON, THREE TIMES A YEAR L.� _��, - — FOR TWO YEARS, AND ANNUALLY T"EREAFTER INSPECTIONS SHOULD ��V I ; \Q —` — ——— LOOK FOR PO INC R LARGE ETORMS WHICH I 1 ATI - , � I � � IRE ND AFTE L WOULD BE AN NDC ON HYDRANT. i _.- �; OF GLOGGINa. HAND INSPECTIONS SHOULD ALSO BE DONE IN THE UPPER FIREj, `*y r I -�. �� HYDRANT LAYER OF 5URFACE TRENCHES TO CHECK FOR FXCE88 CLOGGING. 5TUE5 AND GAP INE I �' •� I (� FOR FUTURE EXT NSION •�q ! I II f I I �� - I 30 tUATLR QUALITY FACILITY PIPE SIZING HAS BEEN DETERMINED BY THE UNIFORM PLUMBING CODE, E5URIED PIPE TRENCH) TABLE 14-2 USING 3" OF RAIN PER HOUR ! ! !SSE DETAIL I/CIZ LINE NO. 1 AREA ■ 11,315 5F. ■ 16"0 LINE I j • ' j e I '' i� p REVISIONS: (CB NO. 1) ! _ LINE NO. 2_ -! t~c.� -� Ii I 8-6-WDPER CITY� AREA = 16,200 SF. 8"o LINE loll VDIr-a PLAN (ROOF) ................................................................ LINE NO. 3 AREA • 4,800 SF. ■ 5"0 LINE (ROOF) ►.AVE NO. 4 AREA 11,315 5F. • 16,200 S.F. • 4,800 OF. • 3231?:- SF. ��Si� I I (L INE U (LINE 2) (LINE 3) ■ 10"o LINE j (! „ 0 I, i j LINE NO. 5 _ _ j jl 4"0 SS. L= 1000' °�= 0,034 4' 0 S.S. L= -10.00 9. 0,034 AREA 3,628 S.F. 4"0 LINE �� Z (GB NO. 2) I " I - �---ELEC. AND CATV LM NO 6 _ I! ! CONDUIT / SERVICE AREAI' 1,800 SF. 3"0 (CB NO. 4) !I j �?r ._ PGE TRANSFORMER LINE NO. 7 " d) $Most e:/L�1 AND PAD AREA = 32,315 SF. • 3,628 SF. 35,943 S.F. FINISH FLOOR ELEV.=154•'15' (LINE 4) (LINE 5) = 10"o LINE � _ LINE NO. 8 AREA = 35,543 S.F. . I,800 ■ 31,143 SF. I I, RIM=153,86' 9• 0 -- METZGER RIM=15 5' (LINE 1) CLINE b) . 10"o LINE i I IE.•15221' 'jl I.E.2151.1 LNE NO. 9 tBUILDING AREA ■ 1,821 S.F. ■ 6"0 LINE LINE 1 �! LINE NO. 11D c � �� �� ._t 78C'0 S.W. DURHAM ROAD AREA ■ 1,821 S.F. 6,115 S.F. 14,540 5F. ! I TIGARD, OREGON 97223 LINE 9 CB NO. 3 rb"o LINE i ` 4"o S.S: I� 4"o B.S. LINE NO. 11 1! ( L■ 45.00' S= 0,02 c-01 L■ 451 0' S= 0.0 I CLIEN T: ------ YAREA ■ 14,540 SF 31,143 BF. • 521283 SF. p R LINE 10 LINE 8 12"0 LINE I ��`�� DAVID I ! METZGER WATER SERVICE DOTES I L t �-�.-_. 014 `a P.O. 8 0 X 275 N n i ALL MATERIALS AND DEVICES SHALL BE INSTALLED PER AIUWA ! , II I r �`?�p �l 514 �1bD SHERWOOD, OREGON 97140 STANDARDS AND APPROVED BY THE CIT l OF TIGARD. SUMMIT I d) � 6•mmbb REQUIRED DOCUMENTS AND MATERIAL DATA F=OR APPROVAL AS � j li I � d) REQUIRED. THE E>:I5T1NG WATER SERVICE WAS STUBBED TO THIS SITE WHEN THE ' -��- �•-I �l IMPROVEMENTS TO DURHAM ROAD WERE CONSTRUCTED. I -- �i-_- - � `� ,� f ; Date: THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE EXACT " LOCATION OF THE EXISTING LINE. PROVIDE A DOUBLE CHECK VALVE " = \ jI i �COIe: =20 -0 A565MBLY ON PROPERTY BIDE OF EXISTING 3/4"o METER. i RIM=1533' Drawn by: JDA FIRE HYDRANT LINE, SHALL BE GLASS 52 D.I. OR 0900 PVC I.E.=151.81' jl Checked by. PRT FIRE HYDRANT ASBEMLLIES SHALL BE COMPLETE W/ ALL j = Job No.: 970522 GATE VALVES, RETAINER GLANDS, OPERATING NUTS, ETC. I Drawing No.: P—FACILITY-2' Af) REG'UIRED FOR A COMPLETE, CITY APPROVED 45SEMBL i . EACH =IRE HYDRANT SHALL BE INSTALLED UPON A PRE-FOS61ED I I = CONCRE rE BLOCK WITH 1-1/2 CUBIC YARDS OF CRUSHED , II_,1__--� �_ ••. 1 1/2"-3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF I r� s -- ■�•"""""�"".._.-- �TH/^E`�DRAIN ROCK TO SEPARATE THE ROCK FROM THE EARTH I �_., I ��-�.-..-=�-� � +-l�. ���•�•� .^ IN Y GR I I _ _....,,- i�N ���r��•...�.a�..��.� TEST AND FLUSH PER CITY OF TIGARD REQUIREMENTS. i ���_ _� :: ��•""• ��• �` •^ •~, •• I _ _ : : = = •: ._.. �: v PROVIDE STATE APPROVED BA,-,K FLOW PREVENTION DEVICE __.L_.--r_ �• I� (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERT1 LINE T �" PES- - — - -- ___-- -- --- _ — ---- SIDE OF METER THE BACK FLOW DEVICE SHALL BE TESTED BY _ r OWNER, WITH RESULTS FORWARDED TO THE CITY. .� STORM SEWER LINE l IRRIGATON SY5TEP'' Ml,ST HAVE THE PROPER OREGON STATE APPROVED BACK FLOW PREVENTION DEVICE --- �-- •+�- SANITARI SEWER LINE PROVIDE A UTILITY VAULT 681WA W/ JO-SAL BILCO DOOR OR } APPROVED EQUAL_ W/ 6" DETECTOR DOUBLE CHECK VALVE ASSEMBLY. VERIFY SUBSTITUTIONS W/ CIT"Y OF TIGARD. NO WATER LINE FACILITY PLAN INSTALL POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 FACILIYT PLAN C SQUARE FEET OF BEARING SUI� HEF IACE AT EACH TEE, GROSS SHEE AND BEND LOCATION. - I"■20' __...____.,_._— FIRE HYDRANT LINE ------ --_.----------------- Durham Rd, 7800 SIT98-00027Cl -..-.._.._.._ -..-........ _..- ELECTRICAL AND CATV 8 of „ 94 _ -7::�k; _ .-.fit:..-- _._. -�•�,.;�r;»,h�7"!!I�'��.'9 :. :•"•uN.r•�■�e •:�"" �. .-,..... NOTICE: IF THE PRINT OR 'iYPE �)NANY III � I ! ISI lil lil ! il lil lil ! I III III III III ! I lil lil lil lil III I I lil lil lil Iii lil lil � lii ' I I fil lil lil I I Ili lilllil I I lil lil ' I �lilil lil Ill lill ! il lil lil lilil I I ► � 1 � l � ► I � I � ► 61 � � � � IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE QUALITY OF THE No-38 ORIGINAL_ DOCUMENT a 8Z 8Z �Z 9�Z �iZ £IZ I Zf Z it OUTZ 8ll 8f I Lli 91 �i 61T Erl ZiC i� �8 9 L 9 19 S Z ►il ►iii iii►�iii iii► iiii�►�ii iiia i►ii iiiiliiii �iu�iiiil��i iiiiliiiiliiiil�ii► ii►ilii►i ►iiil►i►i iiiiliiii iiiiliiii iiiiliiii�ii►i iiii ilii ili►liii►liiii iiiil►iii iiiil►iii��iii lu<<►I�► ►lillilu ii►illiii ►Illllu� 1 t"IlW111«1 112 liu�ill .I li ii �i �1 i NII and Construction Services Inc,. PLANTING SCHEDULE 902` S.W. Center Street ' P.O. Sox 23784 R L E a U L E Tigard, Oregon 97223 ti GOMr1oN NAME QTY SYMBOL Y - C',OTANIGAL NAME SIZE(MINJ aPACING ---- __— _ - �� _ _._�— _ _ _ _ ____ _ Prone. (503) 620-226 FAX. (503) 684--3636 GH_A_NTIGLEE_R_FLOIUER!NG PEAR ----- _ __� U ----- --- PYRUS CALLER*TANA CHANTICLEER � CALIPER 201-0" O.G. ,/ _RED SUNSET 12 - - -- AGER RUBRJM ----- 2" CALIPER AS SHOU,N f GOLC ENCHAIN TREE - f'- ! 21 ,. - &'-0" HIGH - LABURNW x WATER 'VOSSLI' AS SNOIUN O rQa A5OR�/ITAE ----- -- r� 58 4 -- -'_-_- Fd-_-THUJU - - --`_ - 5 GAL. CANS AS SHc>uN - �� `i' , \ ✓� ty \ 52 DAVIDS VIBURNUM 5GAL. CANS AS SHOUN ^ 12 3 9a DAVIDSII VI�;URNUM _ � RH_EINCsOL_D � + -�•.- � �� ExF+IHE. _-- 2'I - - -. 5 GAL- CANS 4'-m" O.G. + THUJA OCCIL)ENTA`15 _ 64 RHODO_DENDRG'N4rd8 AS SHOWN LAU�I 5 GAL. C ANAH KRUSHKE 1 '.L CLEMATIS -LAWN CLEMATIS ARMCNDiI - -� 6 POTS A8 SHOU�I - �, 8D PERIWINKLE 4" POTS 2'-0" O.C. 1 \ - LAWN -RED CARDINAL ��. _ may,. e WISTERIAFLORIBUNDA --- JAPANESE WISTERIA 5 GAL. CAMS AS SHOWN —CONCRETE aA-IEPPINtS STONES 51 O AZALEA _- 5 GAL. CANS A5 S"011.111,4 + -BOLLARD TYPE LIGHTS- TYPICAL. � � � '�� L AUDI + ~-- LAWN \ 5OLLAFZD TYFE LIGHTS- TYPICAI„�_-^ te -- REVISIONS: -� - --_r- - - - OCK WALL r-ROM l ON SITE BOULDERS. i EXISTING TREES I , COMMON NAME QTY SYMBOL BOTANICAL NAME SIZE SPACING I BARK / LEAF MULCH GROUND COVES SEQUOIA _ 3m --SEQUOIA SEMPERvIRENB 16"0 A5 NOTED i , 1 ` GRAND FIR 8110 AS NOTED (451ES N051L(8) , ! _ OAK (QUERCUS COGCINEA) 18d AS NOTED ® PROJECT: i METZGER DOUGLAS FIR b0- AS NOTED � � • (PSEUDOTSUGA MEN7.IE81I) ` - + 1 BUILDING 3 - BIRCH 610 AS NOTED • 7800 S.W. DURHAM ROAD TIGARD, OREGON 97223 • EXISTING TREES TO BE REMOVED - 4 CLIENT- DAVID , ' . ME 1 R Xj— P.O. BOX 275 LANDSCAPE NOTES t __ _� _ - CONCRETE J , PPING STONES SHER WOOD, OREGON 97140 I. ALL LANDSCAPED AREAS SHALL BE PROVIDED W 'LL FROM Date: / AN IRRIGATION �� ON SITE BCULDEf2.5. Scale: _ SYSTEM. THE CONTRACTOR .SHALL PROVIDE IRRIGATION DWG's TO THE CIT"r � 20 OF TIGARD FOR APPROVAL IF REQUIRED. Drawn by: A 2, ALL PLANTS SHALL CONFORM TO ALL APPLICABLE STANDARDS OF .-- Checked by: PRT Ti4E LATEST EDITION OF THE: "AMERICAN STANDARD FOR NURSERY £STOCK" Job No.: 970522 A.N.S. 1.260.1 Drawing No.: P–LAND 3. PLANTING BEDS: PROVIDE 12" MIN., SANDY-LOAM SOIL AT PLANTING BEDS _-- - W/ 3" MIN. MEDIUM BARK OR LEAF MULCH. I + 4. TREES 4 5CHRUBRY AT ACCESS POINTS To SITE 8+44LL BE MAINTAINED IN � ;••r ORDER OT PROVIDE A 30'-QJ" CLEAR VISION AREA. NO OBSTRUCTIONS ,� ,r•, ARE ALLOWED aTWN. 3 4 8 FEET ABC>VE GRADE IN THESE AREAS. 5. PRO✓IDE PROTECTION "FENCING" AT ALL EXISTING TREES WHICH ARE TO REMAIN, LOCATE AT DRIP LINE OF TREES TO BE SAVED. 6 ALL LANDSCAPED AREAS SHALL @E CONTINUOUSLY MAINTAINED AND REMAIN SUBSTANTIALLY SIMILAR TO TH!:SF PLANS. -i. OVER -7590 OF THE EXISTING TREES A'RE TCS gE SA'✓ED, THEREFORE A L.4,NDSCAPE MITIGATION PROGRAM 19 NOT REQUIRED. N PLAN x LANDSCAPE PLAN :SHEET--� Durham Rd.7800 SIT98-00027 C 1 • 90f 11 I --ern..�-.........,.,,r..»....._-...-...:...:;.L..w..-.___'�`� --"�Gtlaa`-� _. �1' _- _ .._.. .,.._..__• 5 foil NOTICE: IF THE PRINT OR TYPE ON ANY I I III I I I I I I I I I I I III III IIII III III III I I III III III III III I I III III III III III III III III III III III ! I I III III III I I III III I I I I I I III III i l l l l l l I I I I I V I I I I IMAGE IS NOT I I I I I I I I I I I I I I l I I I L LL�LZ (� L.f AS CLEAR AS THIS NOTICE, 1 l I 2� - -3L-- - 4� �l - - 61 =--I ' S I I lU 11 �� / `� / IT IS DUE TO THE (QUALITY OF THE No.36 ORIGINAL DOCUMENT £ 8fZ B Z Lff Z 9 Z 4 Z t1i S�Z �,ZIlZ Of yi8 8 t G Te1T5 i6 t tT�l A Z T t T T 6 8 G 9 9 1b £ Z 3wllillll IIII�IIIIII III IIIIIII!IlIlllllllIII illlllll�lllllllll Iilllllll� Alit IIT II1IIIILIII,, I VIII �1-11-11 ��� II o�III III I Illllllll � Illllll�lllllllll.11ll � I i��� ��►Illlllill��1���� �«> �1>�l�l►1 ������� jj � I , --SIDEWALK- SEE DETAIL -SIGEWAL.K- SEE ETAIL 3 -' - MAX. SLOPE 1:;2 4"-0" — CONCRETE SIDEWALK �--CURES JOIN' and Construction Services Inc. SEE DETAIL 8 4" CONCRETE SIDEWALK +'r I I 2" OF �i4" MINUS 9025 S.W. Center Street : P.O. Box 23784 TEXTURE FOR CURB INFO - -� :' .:''..: f� 29�_ L�P�- - — �`fo °SLOPE � `� TEXTURE �. BASE Tigard, Oregon 91223 v REFER TO DTL 8 ~ f--_?%- E FOR TYPICAL CURB y D F " I'VE RMt,TION Phone: (503) 624-2086 CURB r� p o _ �; I - _ FAX: (503) 684-3536 ° MAX. SLOPE 1:12 r- _ - - ;• CURB RAM ---------- -- - r j - `". ., AX. SLOPE 1. 2 1 L ` TRANSITION - - 2" OF 3i4" MINUS BASE ROCK ,' .• .. "' d1 LIE : ITION I :- B- BET(LNAND GONG. ' -- I- C. P4VEMENT I 1v O T E 5 � COMPACTED N4 ,II- - - ��- Su eGRAL)E 1 - - - ---- COMPACTED SUB:aRADE „ CONCRETE SHALL BE 3,000 Psi AFTER 28 DAYS, �}. 4" WIDE P:. ^." ED --�-- - b SACK MIX, SLUMP RANCa1= OF 1 1/2" TO 3" STRIPES. PANELS TO BE 4" LONG. PROVIDE TOOLED JOINT EVERY 4'-0" OC. AND AN EXPANSION JOINT EVERY ,r N C T E S 12'-0" w/ A PRE-MOULDED MATERIAL, ASPHALT ��''/'q Sy N> 4" WID INTED IMPREGNATED, W/ A THICKNESS OF Ir". ! �'`�•�._.: CONCRETE SHALL E3: ?000 PSI AFTER 28 DAYS, 1 STRIPES 6 SACK MIX, 3LUMr' RANGE OF: 1 1/2" TO 3" I FOR SIDEWALK ADJACENT 'r0 THE CURB AND POURED AT I � �"�' 1'► �' ` --- - _ THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM \ PANELS TO BE 4' LONG. PROVIDE TOOLED ,JOINT __ _ -- ---� ----- ---� � � SHALL BE A TROWELED JOINT WITH A MIN. 112" RADIUS. EVERY" 4'-0" O.G. AND AN EXPANSION JOINT EVERY c REr-ER TO NOTES / SPECIFICATIONS FOR A.G. INFORMATION. 6" CURB, SEE DETAIL a -- 6" GUF7B SEE DETAIL 8 12'-0" W/ A PRE-MOULDED MATERIAL, ASPHALT 6 CURB, &EE DETAIL 3 IMPRECsNATED, W/ A THICKNESS OF 1/2". SEE DETAIL 3iC.1 FOR D1545LEG' FARMING NOTES. SEE DETAIL 2/C2 FOR D15ABLED PARKING NOTES. 10 CURB / SIC►E'�VALK DETAIL cuw%gmft / SIDEWALK DETAIL 4 CURB RAMP DETAIL- SIDEWALK DETAIL 1 1/2" !'- 0" I„ 1'- 0° 1/2" 1'- 0'' I 1., 6„ TOOLED JOINT OR CONSTRUCTION JOINT _ 4" WIDE PAINTED RADIUSEG EDGE-TYP-�,a IN CONCRETE STRIPES. -- FILL PIPE W/ CONC. \ �-- I" DIA. DRAINAGE PEDESTRIAN ACCESS, (SMOOTH TOP) BL.C'CKOUT • 10' O.C. 4'-0' WIDE. PAINTED WHITE. r r T I --- A.G. PAVEMENT _ - - -- `� SEE ACCESSIBILITY NCTES 6" CURB-MAINTAIN LEVEL RAN51 ION REVISIONS: 4 a _ ON 13/G.2 �\ TYP. CURB HEIGHT., �`--- BETWN A.C. AND Ll 46 -0 s CONCRETE. ° �--4" GC)NGhtETE SIDEWALK --�� 1c J No SIDEWALK AT 51M. - --. -_ --1r - 6" EXTRUDED r -L 7 -- -- -- ---- PROVIDEA M CURB IN. OF 1 6" OF C�JMPAGTED (90%) _ _ 3/4" MINUS ROCK l CURB RAMP 4" o GAL V. PIPE - - - _ SLOPE RAMP 8X MAX, ----MAX. SLOPE 1:12 PAINTED GREEN — —1 -- - - COMPACTED SUBGRADE �c (I VERT. TO 12 NOR 1 j) �- 9 v 1 CONCRETE —RAMP TEXTURE NOTE5 EXPAI,45ION JOINTS: a ' AT EACH POINT OF TANGENCY OF THE CURB. -- 4'-0" SIDEWALK AT EACH GOLD JOINT, AT 30' 11AX, SPACING. _ MATERIAL SHALL BE PIRIS-MOULDED, ASPHALT � !MPREGNATED, W/ A THIGKNP-55 OF i/2". / � ! PROJECT: LIGHT BROOM CONTRACTION JOINTS: LEVEL TRANSITION BTWN.`- RA P' EXTURE-� L!Gf-4T BROOM FINISH W'� FINISH - "YP. W/ 5PACING NOT TO BE MORE THAN 15' A.G. AND GONG. TOOLED EDGES - TYP. ----- TOOLED EDGES. METZGER THE DEPTH CAF THE JO?NT SHALL BE AT LEAST 1 1,2 LANDSCAPED BUILDING 7800 S.W. DURHAM ROAD TIGARD OREGON 972 BOLLARD DETAIL g Cur%'"% DETAIL CURB RAMP DETAIL 2 3 (0_1�1 ) 5 2 CURB RAMP DETAIL _ \� 1„ ■ 1'- 0" 1/2" , 1'- 0'' I/2" 1'- 0" CLIENT: -- DAVID -0" 8'_m„ . SIM. - M�GER 2'-6" • SIM. CONCRETE SIDEWALK 2'-6" • SIM. P.Q. BOX 27/ 5 FILL HPE w/ CONE. REFER TO SHERWOOD, OREGON 97140 (SMOOTH TOP) --DETAIL A 2" 3/4" MINUS '1 2gi 5L0�____ _ SLOPS BA9 ROCK _ _ Date: 7- 1- 16, 1.. 6.. 1„ J it } — -- Scale: -- a -_-- -111- - - — Drawn by: JDA l�ADIUSED EDGE-TYP-` til �_- I'o G�'LV ►PIPE — !—� .. ' - — ,\ Checked b AN �,._--------EpCXY-TYPICAL y; A.C. PAVEMENT i i �-- - - -- - -- - -- -'� Job No.: 970522 II— Drawing No.: FI-SITE-DTL 4" 4 GALV. PIPE PAINTED GREEN �\ 31, J COM�'AC:'TED -' t - - N O T E 5 - ' 5UBGRADE _CONCRETE ��ONCRETE 5HAL-L BE 3020 PSI AFTER 28 DAT S, /.. _ A.G. AT SIM. I 6 SACK MIX SLUMP RANGE OF 1 !/2" TO 3" PROVIDE A MIN. C'F - "'—"� ^" SIDEWALK PANELS TO BE 4" LONG. PROVIDE T.)OLEO -- '� — _— -••� — 6 OF CC)l"IPAGTED (W%) 9 I I I I I I JOINT EVERY 4'-0 O.G. AND AN EXPANSION JOINT EVER1 - 3/4" MINUS ROCK � I 12'-C" W/ A PriE-MOULDEC' MATERIAL, ASPHALT BEYOND CURB _ I- - -I ° _ � --1 IMPREGNATED, W/ A THICKNESS OF 1/2". CURB EXPANSION JOINTS TO BE RLACED, AT SIDES OF COMPACTED SIIBGRADE _ - - -_J�a — — --- — -- — — l� J — — - — DRIVEWAY APPRG'AGHES, UTILITY VAULTS, WI-;EELGHAIR R41'-IPS, 1 AT SPACING NOT TO EXCEED 24' REFER TO NOTES / 5PECIFICATION5 FOR A.G. INFORMATION. I sI G DETAIt..S r12 CMuff"D CURB BICYPARKINGsH��T � � CLE RACKS � SIDEWALK DETAIL Durham Rd, 7800 0n SIT98-00027 (�„ LC 100f 11 1 _.._— r-_. ..... •-'r!cr.-. .<.,,,...........+.......s.-.w- .-.nwr ay+••.-Mli�•7 n.'ip$'.fl"fIG"1!M,-rw.1':. - - __ •Y--—` � .0:.rrme!x+1.. ..i:: ,...>Ih...w. ..:...'t,rn•R,ww,weMk,n�,MMrxiAn,Kdr..m...,.. _ .,..i; '«.-„ .,.uiw 6 NOfICE. IFTHE PRINT ORTYPE ONANY r�1�1111111 � 111 II � � II1 �l11 � 1 I II1 � II � I111 ! 1 111�11i �111 �111 111 III 111 � I11 III 111 III III III 111 1111 ! 11 II ! II ! 11 ! � ! I ! 1111 �111 ! II I ' ! ' , I ! I ! II III ' I I III � II ! ! I ! I ! I ! ! I ! 11 ! ! 1111 I 1 � ) , IMAGE IS NOT AS CLEAR AS THIS NOTICE, � 1 � 3 � � rj � 6 � �• � I �C 7L�_ � ��1(� 17 IS DUE TO 1-HE QUALITY C'r THE u0.3e �. ..�.. . ORIGINAL DOCUMENT -IIA6I-1__ - I II III 1, IIITI(IIIItill ZlllI11111 11Il II1l - , . . . -- 1 , ® I ar'a Construction Services Inc. BOTTOM OF TNGH •33'-O" — 50TTOP'1 OF TRENG"-•.2-0' 9025 S.W. Center Street ' P.O. 90x 23784 Tigard, Oregon 97223 k__.---FACE OF ®U1LC!N611 Ir1r'ERMEA8LE FABRIC 411Phone: (503) 620-2086o INSPECTION ;Q-.e � � FaX: AT Top OF TRENCH+ PIPE IN LANDSCAPE (503j 684-3636 �--- BOARDER k51.it An '4. i wr�' r'f'#rl�'_A�'�J '}r.'.11•! 1 ' i�'Tr rl�' !*' !_ if' !f' r1Z'•�►iT�'�fr '�f!l�'•�'! '4!1�' ff'�'lll' iT�' ! r '�fi1LUY''>i•'4r "!1�4►i11'�i'ilk'}r'1�'�4'i'a'�r 'IL'a►!!�'•M'rll' '•4-�l�•I --,'_ -- '1. ' ir, ' ' - - �- - - - - - __ ufrl��fr'if ��•ITid .F �1l�il�'Irif r1<?f!l� it<till �7< il�#rT<jf!f 1fil�;fi fill' ll'kTl 1�jfill fill�rr` _ ! Jr1LJr,1lJr, ' �7►'ff '_ ' - ' ll'}r*r-- rrjr r '! '}r1l'h, I --'� '��r r* ! ?i i„_ _jrrtwl;� rii}r I yfrl� r. r14 .t< §rl•' r�_rri� _�f!�;!d 7' �'tl +t�'tV�l I*trrt< -- ¢- d�rrll#rT . . �'a 4 }rTl rl<}r1l�rrl►'#r7L�►!it}>L jfill#r 1��r1< ! }Ill 4r11�i Jfr1l}r1< >i�!*#r1V Tl� rl� i}�i rt<tilV�fil4�Ii1�� 1�:k,Tl'�,11+ r�'�!ll'�f 1f! rwlt'Ix r ! ! ri !1fVIr 1fi'�f ' , , , „ , , r , , r , ,- ' rl►'hr1�4rll!r!1L r I jrf*UrI* I l� r1<JIrT .714!1<Jf141f7►' ► '# ' 1l'f1►'#1� 7►*!1►•#!1L,*t1�jrr4- � i1 • '# 'Jj}.*' ! • !f• � r1�'�fi7<' ! _J'rl�'?rrtd•' !l ' i •' ! ,*i !jf r ,-¢� ! r r ! i ! ! I I _' i�_' i ill' 'SANITAR`! STORM LINE 1�'Jfi�uf JI i rlt'}1�'�r�►br1�itr '}r}' ' T °4 V r ! ! ! r �i I ! U! . fi _ _�tr !ll'�! rl�afil��Jrl_lil� !1� !ll �f ?f -- -, �!� _Y?�fi•�_1'�;_1 Ufi1� _' r�Ur! �!_.jf!1� !1<IJrliJilt ill�fil��! 1L#rl� i r ��ril��Jr �' '� ' ' '*}' �'.. ' r_�ri�yfr _ j' r ' rl�'J,�' , '�filL iTl' ll'}Ili'�i1<!1%r 'lrll'�fill'�r!f'�r!}' ! '}rl<'}rll' i ' r�' i�'�rl�'�Jrl�' i1U'_ IMPERM-EAGLE FABRIC f �J,1� Ill- _ i l�rr �rt ' r r ry}r '!111�'�►f'k 1l' i ' I '#Iirl�'}t w 'jrr1�'�rr Iti'�r '}1l'}i i1<' ;4!N;4,lt' , ' if rlulr!1�' rdf!ll' r1L'�1” !1►'1 rl�'�ffti' I ' ! '-0 i 12 STORM ✓RAIN LINE ! !' ,'-, ,-. --,-',-1 r':,'-,--,--,- rt- __ .9'FROI`-1 STORM DR41N ! I �� j} {F . �_ � C� _ 3}}3�� }{. rr1<#Tl}l��1<l }��j < l}rl}. <yrlL�ri1+ r1<}i1l}!1<}i1<}i1►�,lU}, r1��r1<i}r1.�l r �r1��111��I rl► !1Z �r '4! ' ! !a'�9!TL'Jfr1l'�r ' !F' !Tri�'ir '�f!f'�I'!ll'#rllr ! !}! ! ' li'{rll' I 1 '}i�'}i1l'�rt<'�! !4 t1�Ijr!f'.If,t�Uril0jr, t'}r$'�rl ' rlv T T - ,--!--,C -, -, ,--I- ,--,--i'�, !_-,` i i ! "! -, AT TOP OF TRENCH (}Qr ! ! ! I r - 7{{7..- - #I IIS I�L'71 - _ NO 9 O S RE E T 11!1l fif k,l R,�' i>l�1 r1� r,l}� r1Z},<#,*}r1� i1►Jf!1«7!1►�1 ill'}rf rf _�I r1� _;i1► ' 1 11iL LINES 5 1 b �r1� rl��llt 'X' rT1yRrl��fr1� 7r' 1L' Vr ' ' l' ' i ' {' ' L'I ' i' ' t' ' ! ' 'd•-cip r !il' I�' I '�frll'AAl' 15.0:Cll r 'Ji \. - '' -- -- i `# C�- - - I •i - - - - -7� -- - �- - - �_ * il� !t<�f!1!Jf _Jf!1T i<JfiI!7riti !ll}r71�!1� i11 Jr!1► i1► !1►' r fi 1< $ilL 1 , t ':1135 •� 17"♦ ' Ll�T ill'Jf!Tl' ii�l '•1►!T r 1 !rrtL'#ilu II PERMEABLE FABRIC F' r�l�ILr -�._T.----�- - -- - - - - -- - - - - -- - - -- -- - - - - - - — _ AT SIDES AND BOTTOM �2rt7 •,� TFLur,*I '}!l�' rl�'?fi '#rl�'�fi1�' !l�'ii74 ! ' ! i ! __,_ i ! I i '}i 1y�i♦ STORM DRAIN �'�-------�,r krTl'hi OF TRENCH, r' _ r �1 r 'IL rl� r '�17<}r rTl Mfr w lL it�!t<}r R l►kr�#rll rtl bili i1►'•4'fi�#! rt i'i }�iL �it E, l_ rt�l�_ �- - -- -- *- -- -- -- -� - _ LIJJ,-- +- l� l_#� tt� - "ifL�fi7l�Yil��r,1�!fil►,r!1�Y!7 !1!k!1L�fr1��r!1►' ?►r7� !1<4!l�'�rid4i-- - � p N NATIVE 60:L --- r ' I '�rl V r1<'�rll< I f'�fiTl'�fr 1�'�r} Ill' �'#r1<' 'jri '#r1l'}rl�'�rll'4i7►'�frll w!7�'�I r 'j111�' !1�'Jri 1_<'jrrll'.!f•'�! #r!�' I '411'?, !14!4 rl►'l,lU�ri '�rrll'�f!11 wrlt'�fill' �w! ' i1 rT LINE TO GB 33 ! _ L_ L�_ ufil►#i1►}rl�'}rTl'_4 rl�trl< 1� i11#rl��rrll'�ri7l ,l!}r1<#rl<�rl<AN 't d'h{},{!},d'Ar IL 4w.7LI Vn{!lnil'r.d' r�Ur{'J•.d'h 'fir 'Jr 1l!},{ih tL'b il'1r.;L4.;Ll rr5 d'1r 71'i 'i ff:j 'J►rti'Jn{r !J►,d'�,iA'Ji il'i,d'Jr.-I M d'h il't,d d'�-IL Jr. d'jnil'Jr,il'i d'yi{'b il'h '�u'Jr,i' '1r d'Jr7-(4) I2l1# Jnd'k!{'h{'b.tl'i.T \ E711 ES.? 3/4" TO 1 1/2'' CLEAN �� �--_12" o PERFORATED 12" STORM DRAIN LINE PERMEABLE FABRIC 3/4" TO ! 1/2" CLEAN PER!`0F<4TE D PIFF CRI.ISHED ROCK PIPEx 30' LONG NO. S TO STREET AT SIDES AND BOTTOM CRUSHED ROCK OF TRENCH. GE N E R A L N O ? E S MAINTENANCE REQUIREMENTS: CONTRACTOR INSPECT IMMEDIATELY AFTER CONSTRUCTION, AND OWNER SHALL INSPECT THREE TIMES A YEAR FOR TWO YEARS AND ANNUALLY THEREAFTER / TYPICAL BURIED PIPE TRENCH SECTION TESTING TO BE AT OWNERS EXPENSE. INSPECT FOR PONDING STORM EVENTS. STOREVENTS. 1 DISABLED PARKING SIGN-,, IIU`l. 3' A.C. IN 2 Llf:'T5 ••— � -,JI STREETft'A +S I OUT OF SiREFT MEAS SAW CUTESUWAMG •— j l.,. I CONCRETE SIDEWALK AN _ _ 0 cbsnNc sEcn ° / _ i i =-"-?I CURB. = REVISIONS: 0=0 •• • • • • • • • • ° • •• .� -"-", _ PROVIDE SMOOTH AND • :^ - I LEVEL TRANSITION FROM Q ••• ••;•' /�'�/� -- I ikA.C. TO CONCRETE. SEE _ a:kn e• _ BAaCF M l ' CLASS A • SACMLL 2' 0- • • • 2'-0 GRANULAR 8ACKnLL o•• • • / 4" PAINTED STRIPES • • o • % /j/ ` _ �'`_�_ GiLaw) u Cr.. I • > I _...�1� e • e • e /� u ,5 p+��.l..�:.✓� �vrTM A�,Y.....7 t`. — w .o 'h •• . . ,'��T�r.T �+..+� /°UL rio N..t, 8" R MAXIi'll.ii"1 SLOPE OF 1:50 O D O«.r RL TGC, •ir7.L �� fi1Gi� —I i �: 7�ur:••�v plra AT AISLE AND PARKING SPACE 1.4 -- n z• PROJECT: PIPE BASE I U " la ,;h ►�p,�: !ll'w C:2•a/t Sj '' 8Ar'KFll1 Ii: STREFrT AREAS N� , a N.�ISC,�.I �� METZGER 1 IF CK t5 AGAINST ►lLL +: ►�o.N,.�.u:Ta1EJ N.Y SIGN BACKGROUND: BLUE ROCK To BACK OF s/W. iv-xTg t-e ToK INC SIGN DETAIt'_ SIGN LEGEND WHITE -'L,0.a =�=� BUILDING 2. IF S/W IS N07 AGAINST CURB, r �1 >.f Flu. Roca z' BACK FROM Cufta C:A TCN E3 A SIfU '" ='► .,4 7 - cvy., .' .r.K4•.�u "��� T 7800 S.W. DURHAM ROAD • AL TRENCH DETAIL CATCHI TIGARD, OREGON 9722 4 BASIN 2 DISABLED PARKING _ CLIENT: i CONCRETE SIDEWALK AND�� _�` _— CURB. DAVID DISABLED PARKING SIGN - MG i LR P.O. 9OX 275 PROVIDE 'SMOOTH AND � _ V 4" PAIN ED STRIPES c I .�,-�EF�WOOD, OREGON 97140 ACCESSIBILITY NOTES _ _ _ LEVEL TRANSITION FROM A.G. TO CONCRETE. SEE"' 4/C.I 1. ALL AFFECTED PORTIONS OF THE BUILDING AND SITE SHALL BE Date: CONSTRUCTED IN ACCORDANCE W/ CHAPTER 31 OF THE OS.S.C. Scole: AS NOTED 2. ACCESSIBLE ROUTE: - -- Drawn by: JDA PROVIDE A DETECTABLE WARNING SERFAGE AS NOTED ON DRAWINGS, DISABLED PARKING SIGN- �-- 2'_0 Checked by: JRN AT LOCATIONS WHERE ACCESSIBLE ROUTES CROSSE6 OR ADJOINS A - VEHICULAR WAY. DETECTABLE UJAFNINGS ON WALKING SURFACES SHALL 0 Job No.: 970522 CCNSIST OF AN APPROVED TEXTURZE, AND VISUALLY CONTRAST WITH Drawing No.: P—SITE—DTl_1 ADJOINING SURFACES. TEXTURE NAY BE OBTAINED Baw `r ADDING GLEAN — g MASONS SAND TO THE PAINTED STRIPES. -- 3. TRANSITIONS: PROVIDE SMOOTH AND LEVEL. TRANSITION FROM PAINTED ACCESS WAYS ••• I 4 TO CONCRETE WALKS AND RAMPS. MAXIMUM SLOPE SHALL BE I TO 12 AT CURB RAMPS. .,.. 4. CHANGES IN LEVEL! ABRUPT CHANGES IN HEIGHT GREATER THAN 1/4' SHALL BE BEVELED TO 1 VERTICAL TO 2 HORIZONTAL. CHANGES IN LEVEL THAN 1/2" SHALL BE 18'_ j 'L • •••8 ACCOMPLISHED BY MEANS OF A RAMP MEETING THE REQUIREMENT-'; OF „�•,,, SECTION 1109.1 OF THE O.S.S.C, MAXIMUM SLOPE OF 1:50 ••�.•` AT AISLE AND PARKING SPAC.,• 5. THRESHOLDS- ry M .•••' I THRESHOLDS AT DOORS SHALL NOT EXCEED 1/2". RAISED THRESHOLDS I ?� Wwn AND FLOOR LEVET_ CHANGES AT ACCESSIBLE DOORWAYS SHALL BE BEVELED W/ A SLOPE NO GREATER THAN 1:2 VERTICAL TO HORIZONTAL, IF I SIGN DETAIL SIGN LEGEND: WHITE BLUE SffE DETAILS SHEET 7 5 ACCE828-ABILITY NOTES DISABLED PARKI11LG -- --- Durham Rd. 7800 C SiT98-00027 2 11 of 11 w. .._...w.•..•,.,.w•<. __— "�......ww+nn....«e.a.,.r•.•�„n•x..n,.:ti.t!IR..• ,. e.,•: sx.,r.,..IMI,N.....'i. .. �..• .*r„yoRrMl,MyM -..�.y„K.:•-„..yV,...»a•-.•H++^r.�An� "'” K".'�r", kP+lI�a21N1Y'9 . ' - NO(ICE: IFTHEPRINTORTYPEONANY TI-I]II ! IIIII'I IjIIIjIIIIfII�! ISI IIIIIIIIIII II ! ISI � 11flijillIII , �L,L�E S NOT AS CLEAR AS THIS NOTICE, L I 1 � L3, _ _ �I _�'► !�_- - - �I _ 102 ITIS DUE TO THE QUALITY OF THE No.36 ®°- ��•' _ ORIGINAL DOCUMENT pJ T J J 1 I I I I I— ( 1 I � f -- --T--- - � E 8Z RZ LIZ 9Z SZ 6Z £Z �' IrZ 0Z 8l 8 [ LT 9� 9i til EI[ T8 8 G 8 IIIII�IIIIIIIIIIIIILIIIIII�IIIIIIIIIIIIIIII�IIII �IIIILIIILIIiIIiILIII!UIIILIIIIIIIIIIILIIIIIIIIIIIIIIIIIIII ILII III. IIIIIIIIIIIIIIIIII ILIIILIIILII �iIIIIIIIIIII !IIIIIIIIIIIILLIIIIiII� II�Illllllll� I I I I I I. iull�l �ilil�ul � ���l�lu Illiirrll