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15205 SW 74TH AVENUE-2 ry' M1L 'v 1 � CITY Of TIGARD November 27,2001 OREGON. Denny Meyer 7340 Landmark In Tigard,OR 97223 PROJECT INFORMATION Name: Meyer Sign Company Permit No.: SIT200 1-00026 Address: 15205 SW 74'h Scope: Area: Engineer of Recon d: NieoG Engineering The City of Tigard Building Division has reviewed the above referenced site plans. This review was performed under the provisions of the State of Oregon(Structural Specialty Code(OSSC), 1998 edition and the Uniform Fire Code(UFC) 1997 edition as amended by Tualatin Valley Fire &Rescue. The following information is required prior to issuance of the Site Permit. I. Do to the location of the proposed structure in relationship to the north property line will . require a one-hour rated assembly with openings protected. Plans shall reference a rated and approved assembly. 2. Provide a plan showing the location of all perimeter silt fence, bio-bags,gravel driveway, etc.to totally enclose the site. 3. In accordance with the Geo-technical report submitted by Carlson testing,all site excavation ..; shall be performed during the dry season. All foundation sub-grades,excavation,compaction and tasting, shall be inspected by a representative from Carlson testing with documentation submitted to the City of Tigard. 4. City of Tigard engineering approval is required for the proposed onsite storm drainage, bio- swale and outfall. If you have questions or concerns,please feel free to contact me at(503)6394171 ext.392. f Examiner y jt,f� s rrrer C, t3f1C MCIVILLffiQ1,Dqputy Fire MwltNt,TVFdtR Flk 74th Ave.15205 SIT200i4mm 101 13 r�M 13125 SMV Hal Blvd., Tigard. OR 97223 503 639-4171 TDD 503`684-2772 Rp - .,.. .-. ' ^."....r,e�a.. -,,.,.+i�wMwr+r•.wr..Noti. .,4..,..a.,,wm-w.,... •,ajyyy+'v . �:;�i�iy+4Wt; - rwr+:.rti•.*, �` t i iiu rii d t du dud d n den i}n nu un un iui i } ud d d }ui nu d dui lign`nu t n iii d d nd i du dud nn }u'Iiiii lin ilii un i u n+i �� i nu �. LiAfT1f ljTll! to dId 1Ia �' dl3 I d'4 I h dls t� des I r za�t a'a aI3 I a+a I 25I >dm I a�� , 1o1s.ipi 20 29 30 �Jr� M 011 •1 171, 'AI r. � r1 a ,�y r r •i i; "XONNIC0 i 9025 S.W. Center St. - Tigard, Oregon 97223 Phone: 503 620-2086 Fax: 503 684-3636 D p � b L F f ATAe G I N e,., � o a a p a • a p � a a a o _ - c� c� �1 16 5U1 IV. WY ® o 29 � ® m ABBREVIATIONS BUILDING. INFORMATION PROJECT INFORMA110N TABLE OF CONTENTS ADJ. ADJACENT MECH. MECHANICAL BUILDING CODE: 1991 U.B-C. W/ OREGON AMENDMENTS 00 GENERAL INFORMATION AFF. ABOVE FINISH FLOOR MIN / MN MINIMUM ALT. ALTERNATE MISC. MISCELLANEOUS BUILDING FOOT PRNT: 14000 S.F. 0.1 COVER ei4EET ALLLrl ALUMINUM MNT. MOUNT. / MOUNTED 0.2 NOTES 4 ;SPECIFICATIONS APPROX. APPROXIMATE MTL. METAL TOTAL AREA: 19,526 S.F. ARCH. ARCHITECT N.LC. NOT IN CONTRACT � _ Ist FLOOR MANUF. 1 CI.O SITE INFORM,.4-1014'ION BD. BOARD NO. NUMBER Dir r11COLl ENIGIWEERING, INC. REVISIONS: WAREHOUSE: 8,891 SF. 7340 SW LANDMARK LANE 9m?3 SUd CENTER ST. BLDG. BUILDING 1 NOM. NOMINAL let FLOOR OFFICES: 5,103 SF. CI.1 EXISTING 1;ONDITIONS FLAN CA. CLEAR ANODIZED 1.SF.S. NEAR SIDE AND FAR SIDE TIGARD, OREGON 97??4 TIGARD, OREGON 97??3 CI.2 SITE PL4N N.T.S. NOT TO SCALE STSIRAGE MEZZ.: 3,8145 S.F. (503)620-2086 CI3 SITE DETAILS PLAN O.C. ON CENTER CONTACT : JAMES D. ANDREWS CIA GRADING FLAP; CEM. CEMENT 00. OUTSIDE DIAMETER CONSTRUCTION TYPE: V-N CIB FACILITY P,.AN CER CERAMIC DPP. OPPOSITE 9M INFORMATIONCJ. CONTROL JOINT T.T. PRESSURE TREATED OCCUPANCY: B 1 F-2 4 5-2 C20 SITE DETAILv CLG. CEILINrs T.L. / PLAM PLASTIC LAMINATE - C.M.U. CONCRETE MASONRY UNIT PCC PATTERNED COLORED CONCRETE CONSTRUCTION; - PRE-ENGINEERED STEEL BUILDING C2.1 SITE DETAILS COL. COLUMN PLYWD. PLYWOOD - CONCRETE FLOOR ADDRESS: 15205 SW 74th AYS C2.2 SITE CtTAILe CONC. CONCRETE PNT. / P.T. PANT Tlgerd, Oregon 0 CONT. CONTINUOUS P.S.B. PENCIL SHARPENER BOARD - WOOD FRAMED WALLS t OPEN WEBBED 20 BUILDING PLANS CORR. CORRIDOR O.T. GA,IARRY TILE FLOOR JOISTS a OFFICE AREA CURRENT ZONING: IP PLANNED INDUSTRIAL -C.T. CERAMIC TILE RAD. RADIUS 2.1 FLOOR PLAN DET. DETAIL REFRIG. REFRIGERATOR CURRENT USE: VACANT LOT /STORAGE 3D ELEVATIONS DIA. DIAMETER DROOF DRAIN LEADER RL _ ON. DOWN FEINF REINFORCEMENT PROPOSED USE: OFFICE, WARFNOUSE MAINIF3.1 BUILDING ELEVATIaNS DW DISHWASHER REGO. REQUIRED SPACE FOR MEYER SIGN CO. 3.2 BUILDING ELEVATIONS DA. DOWN SPOUT FES. RESILIENT DWG. DRAWING R.E.U.I-I RECESSED ELEC. UNIT 14EATF-R LEGAL DESCRIPTION: TAX MAP: 2311135N EA. EACH RM. ROOM 4.0 SECTIONS E.IFA. EXTERIOR INSULATION R.O. ROUGH OPENING TAX LOT: 600 AND FINISH SYSTEM SC SEALED CONCRETE DEFERRED PERMITS 4.1 BUILDING SECTIONS PROJEC?: SITE AREA: 2.77 AC. E.J. EXPANSION JOINT sic. SOLID CORE -- -- ELEC. ELECTRICITY OR ELECTRICAL SF. 6WARE FEET PROJECT BOUNDARY: 64,356 S.F. NEVI! BUILDING ELEV. ELEVATOR SCC SMOOTH COLORED CONCRETE E. EGLIAL SHT. SHIEET ELECTRICAL EXIST. EXISTING ST. STAN BUILDING AREA: 14,000 SF. EXP. EXPANSION SIM. SIMILAR MECHANICAL VICINITY MAP MEYER SIGN CO. EIW. ELECTRIC UNIT HEATER STD. STANDARD ASPHALT PAVING: ?+3,959 S.F. Ext. EXTERIOR STG. STAGGER PLUMB 15205 SW 74th AVE, FD. FLOOR DRAIN STL. STEEL LANDSCAPING: ?4,436 S.F. Tigard, Oregon F.E.C. FIRE EXTINGUISHER CABINET STOR STORAGE PARCING: 3m TOTAL F.HZ. FIRE HOSE CABINET STRUCT. STRUCTURE FN. FINISH "P. SUSPENDED STANDARD SPACES: 15 FL.#LR FLOOR SYNTH. SYNTHETIC CLIENT: _ F.O.B. FACE Of- 15RICK TA.S. TOP OF STEEL COMPACT SPACES: 11 TIGARD ------ FDA. FACE OF 611D TER.. TELEPHONE FRT. FIRE RETARDENT TREATED THIO THICKNESS ADA (NC)SPACES ? GAL.V. GALVANIZED TYP. TYPICAL D SI N DENNEY MEYER GYP. GYPSUM UDA / UNA. UNLESS OTHERWISE NOTED DESIGN CRITERIA �,� - POOL' ? WGT. WEIGHT UTIL. UTILITY 7340 SW LANDMARK LANE HORIZ. HORIZONTAL V,C.T. VINYL CNG .s F TIGARD, OREGON 97224 OMPOSITION TILE B ROAD SOIL BEARIPRESSURE: 1500 BICI'GLE PARKING: 4 HR HOUR VERT. VERTICALp ID. NSIDE DIAMETER V;W;C. VINYL WALL COVERING BASIC WIND SPEED: 80 MPH NSUL INSULATION WC. WATER CLOSET JST. JOIST WD. WOOD EXPOSURE B - E JT. JOINT W.P. WATER FWDOFING Ip LAK LAMINATE WT. WEIGHT z MD. MASONRY OPENING W.W.F. WELDED WIRE FABRIC SEISMIC ZONE: 3 t p� MACH. MAGHME W/ WITH MEZZANINE: OL ■ 15 p�.f. LL 250 p s.f. i ? U MAXIIUM W/O WITHOUT O XTG. EXl6TNG ��= DL ■ IS p..f. Scale: 10-24-01 4— 1 MAX Drawn by: DJL DURHAM ROAD Checked by: JDA Job No.: 01-090/ SYMW Drawing No.: COVER o / DETAIL / DRAWING NUMBER TESTING AND INSPECTIONS ETAIL / DRAWING NAME °' SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 11 OF THE 1998 EDITION .r o CITY TIGARD �,� Q o...... . ..............................................4")r- - OF THE OREGON STRUCTURAL SPECIALTY CODE DURHAr, Condtimmift Approved••"••""•""•"""......••••...... )' COMPACTION REPORTS AT BUILDING FOOTINGS, SLAB, AND DRIVrt A;o,.ES Fa only ft wo y MW'�crDsd h: SECTM PERMIT f �i-_�tV REFER TO CARLSON TESTING INC. REPORT NUMBER 99-GII93 DATI?D � 8N Follow.........................................( ): � DECEMBER 9, l999. Job Attach ,✓ ... .............If SEE INSPECTION REPORT REQUIREMENTS ON AHEET 02, SITE PREPARATION. By: Deb: SPECIAL INSPECTIONS SHALL BE PERFORMED BY "CARLSON TESTING, INC." SCALE PHONE NO. 6154-3460 OR OTHER APPROVED AGENCY. REPORTS SHALL BE SUBMITTED TO ENGNEER 8 CITY OF TICS M. SITE PERMIT SUBMf TIAL COYER SHEET PROVIDE 96 HOURS PRIOR NOTICE OF INSPECTIONS TO NICOLI ENGINEERING, INC. ____ � - ------------ SHEET 74th Ave 15205 S T2001-000 6 SHEET NUMBER 001 2 of 13 4'p11 :1a+Ww; r . t' �I�rrIA'}'�''r,t Xti.11,1_; • O�M.fTY 1�11� CM Jill I nlinl I a IIIII l1"I0 I�II`I 1i 1 ili I lu1l 2nll IIII1I(3 nu I ul1l 4Iln II '1 111+111 I III I 10 I I Ilt20 n�Ilu21 ll!II 1911911111U23 IIIIIn94 II�IIIn98 nl lu�ll 127 Is I (�illjl1 illl , 26 29 30 T r , X • L1k�'• c k� � r y K1 `1 SI �l Ef,^YYl •i vt y;Jkr SITE PREPARATION: GENERAL NOTESiXLl N c 0 • ; SUMMARY OF WORK GENERAL: i THE SITE SHALL BE GRADED IN ACCORDANCE WITH THE RECOMMENDATIONS f'i�SENTED THE PROJECT CONSISTS OF A 149000 SF. PRE-ENGINEERED METAL STRUCTURE WITH A B 8025 SWCenter St - Tigard, Oregon 91223 SLAAND SPREAD FOOTINGS. THE NEW STRUCTURE WILL HAVE 5,103 SF . . . re . OF OFFICE 9 9 IN THE GEOTECHNICAL REPORT PREPARED BY CARLSON TESTING, INC. C7 0 SS-GIIS3, DATED SPACE Wi A STORAGE MEZZANINE ABOVE. PROJECT IS LOCATED AT 15205 SW 14th AVE, DEC. 9, 1999 AND THE GRADING PLAN PRESENTED IN THESE DRAWINGS. (SHEET C13) TIGARD, OREGON Phone: 503 620-2086 Fax: �503� 684-3636 STRIPPINCa: CONSTRUCTION SHALL. CONFORM TO THE OREGON STRUCTURAL SPECIALTY CODE, LATEST EDITION, AND LOCAL BUILDING REGULATIONS. ALL EXISTING FILL, TOP SOILS, LOOSE SOILS, DEBRIS AND DELETERIOUS MATERIALS (ROOTS GRASS OR OTHER ORGANIC MATERIALS) SHALL BE REMOVED TO FIRM NATURAL GROUND PRIOR 70 ANY NEW FILL PLACEMENT. THE PROJECT SOILS ENGINEER SHALL DETERMINE THE ELEVATIONS OF FIRM NATURAL GROUND AND APPROVE THIS SUBGRADE, IN - WRITING, 1'0 THIS FIRM, PRIOR TO ANY FILL PLACEMENT. ALL DEBRIS 4 ORGANIC MATERIAL GENERAL CONDITIONS �. -Nus DERIVED DURING STRIPPING OPERATIONS SHALL BE REMOVED FROM THIS SITE 4 LEGALLY t IN DISPOSED OF. THE ENGINEER 4 OWNER SHALL APPROVE, IN WRITING ANY ALTERNATE SUBMITTED FOR APPROVAL. 7 EARTHWORK: G SCHEDULES AND REPORTS SUBGRADE: THE SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH RECOMMENDATIONS PRESENTED IN THE 801E REPORT. "APPROVED" - OWNER OR ENGINEER WILL BE THE SOLE JUDGE OF QUALITY �9�!) N • FILL: ALL FILL MATERIALS SHALL BE PLACED IN ACCORDANCE WITH THE AND SUITABILITY OF PROPOSED SUBSTITUTION. REQUIREMENTS PRESENTED IN THE UBC CHAPTER 33 AND THE �✓ , RECOMMENDATIONS PRESENTED IN THE PROJECT SOILS REPORT. ITEMIZED COST SCHEDULE COMPACTION REQUIREMENTS: THE FOLLOWING SHALL BE CONSIDERED AS MINIMUM REQUIREMENTS FOR THE PREPARE, IN FORM SATISFACTORY TO OWNER, A COMPLETE BREAKDOWN Or- VARIOUS FVARIOUS MATERIALS: COSTS, A LI51 OF ALL SUBCONTRACTORS, AND SCHEDULE OF WORw, SUBGRADE: 86% RELATIVE COMPACTION FILL - SOILS: W% RELATIVE COMPACTION SUM OF ALL ITEMS SHALL BE EQUAL_ TO CONTRACT PRICE. IMPORTED CRUSHED ROCK: '55% RELATIVE COMPACTION (SUBAGE OR BASE) FURNISH THE ABOVE TO ENGINEER AND OWNER BEFORE FIRST MONTHL" PAVED AREAS: 155% RELATIVE COMPACTION PARTIAL PAYMENT F:EQUEST. SUBMIT WAIVERS OF LIENS FROM MATERIAL SUPPLIERS AND SUBCONTRACTORS • TESTING INSPECTIONS: AS MATERIAL IS DELIVERED AND WORK COMPLETED. THE SOILS ENGINEER OR HIS REPRESENTATIVE SHALL BE PRESENT DURING EARTHWORK OPERATIONS TO COMPLETE COMPACTION TESTING AND OBSERVATION OF THE PROJECTS - EARTHWORK PROCEDURES. GENERAL NOTES ,RADE APPROVAL: THE INTENT OF THESE PLANS IS TO PROVIDE CONTRACTORS A GUIDE THE SOILS SHALL ENGINEER SHALL SUBMIT WRITTEN NOTIFICATION OF THE FOR A FULL, COMPLETE AND WORKABLE PROJECT INSOFAR AS THE DRAWINGS SUBGRADE APPROVAL TO THIS FIRM FOR REVIEW PRIOR TO NEW FILL PLACEMENT, SHOW AND/OR THESE SPECIFICATIONS CALL FOR DAILY REPORTS: PERSONS INVOLVED IN WORK ON THIS PROJECT SHALL BE RESPONSIBLE THE SOILS ENGINEER SHALL SUBMIT COPIES OF DAILY FIELD REPORTS TO THIS FOR EXAMINATION OF BUILDING SITE, PL,4sIS AND SPECIFICATIONS. OFFICE, ON A WEEKLY BASIS, FOR REVIEW. FAILURE TO DO SO WILL NOT RELEASE SUCCESSFUL BIDDERS FROM PERFOWING THE WORK INDICATED BY PLANS AND SPECIFICATIONS. • CIENFani FILL COMPACTION TEST REPORT: THE SOILS ENGINEER SHALL SUBMIT A COMPACTION REPORT TO THIS FIRM FOR ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE BUILDING WITH THE REVIEW PRIOR TO PLACEMENT OF ANY CONCRETE FOR SLABS ON GRADE OR STATE RULES AND REGULATIONS of THE UNIFORM BUILDING CODE, REVISIONS: • FORMATIONS STATE .,jANDARDS, THE NATIONAL ELECTRICAL FLUME NG GODS, LOCAL CITY AND COUNTY CODES AND STANDARDS, THE APPLICABLE REGULATIONS OF THE UTILITY TRENCH BACK FILL COMPACTION REPORT: LOCAL UTILITY COMPANIES, AND ANY OTHER APPLICABLE LAWS AND A COMPACTIGsl REPORT AND WRITTEN APPROVAL OF THE UTILITY TRENCH REGULATIONS. BACK FILL SHALL BE SUBMITTED TO THIS OFFICE FOR REVIEW PRIOR TO ALL BUILDING TRADES SHALL PERFORM AND COMPLETE THEIR WORK PLACEMENT OF CONCRETE FOR FOUNDATIONS OR ASPHALT PAVEMENTS. TO THE BEST ACCEPTED STANDARDS OF THEIR INDUSTRIES IN EQMra EXCAVATION / OBSERVATIONS: COMPLIANCE WITH THESE 'CLANS AND SPECIFICATIONS. COMMENCEMENT OF WORK BY ONE TRADE AFTER ANOTHER TRADE ESTABLISHES FOOTING EXCAVATIONS, PRIOR TO STEEL REBAR PLACEMENT SHALL BE ACCEPTANCE OF PREVIOUS WORK PERFORMED. OBSERVED 4 APPROVED BY THE SOILS ENGINEER WRITTEN NOTIFICATION OF THIS APPROVAL SHALL BE SUBMITTED TO THIS OFFICE FOR REVIEW PRIOR NO REVISIONS/MODIFICAT;O*SHALL BE MADE TO THESE PLANS/ TO FOOTING CONCRETE PLACEMENT. SPECIFICATIONS. NOTIFY EN EER PRIOR TO MAKING NECESSARY FIELD. MODIFICATIONS FOR, REVIEW .SND APPROVAL, AND/OR THE STREET OR PARKING LOT COMPACTION-TEST REPORT: CITY/COUNTY (IF REQUIRED) PRIOIoc TO ANY COMMENCEMENT OF A COMPACTION TEST REPORT AND WRITTEN APPROVAL OF THE SUBGRADE, WORK. IF ANY ON SITE REVISIONS/MODIF'CATIONS ARE MADE AND BASE SHALL BE SUBMITTED TO THIS OFFICE FOR APPROVAL PRIOR TO WITHOUT APPROVAL THEN THE CONTRACTOR SHALL BE RESPONSIBLE ASPHALT PAVEMENT PLACEMENT. FOR ALL ASSOCIATED COSTS. WRITTEN DIMENSIONS ON DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DRAWINGS ARE NOT BE: TO SCALED. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING THE -- WORK. NOTIFY ENGINEER OF ANY DISCREPANCIES. PROJECT: STRUCTUAND ELECTRICAL EyQU�'ME T SRALL BE VERIFOLLED BY IED BY THE NEW MECHANICAL NEW BUILDING CONTRACTOR PRIOR TO CONSTRUCTION. ONLY APPROVED "CONSTRUCTION SETT MARKED DRAWINGS MEYER SIGN CO. j INCORPORATING ALL ADDENDUM AND DIMENSION 15205 SW 74th AVE. CLARIFICATIONS SHALL BE USED DURING THE EXECUTION OF THE WORK Tigard, Oregon i CONTRACTOR MUST BE RESPONSIBLE FOR VERIFICATI_ 4 AND • COORDINATION OF SUB-CONTRACTOR'S WORK TO SECURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, THE CLIENT: ACCURATE LOCATION OF STRUCTURAL MEMBERS, AND OPENINGS FOR MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT. DENNEY MEYER CONTRACTOR AND EACH SUB-CONTRACTOR SHALL BE 7 340 SW LANDMARK. LANE RESPONSIBLE FOR ANY LOSS OR DAMAGE CAUSED BY HIM OR TIGARD, OREGON 97224 HIS WOWMAN TO THE PROPERTY OF THE OWNER OR TO THE WORK OR MATERIALS OF OTHER CONTRACTORS C'R SUB-CONTRACTORS. CONTRACTOR SHALL MAINTAIN INSURA►ICE THAT WILL PROTECT i THE OWNER HARMLESS FROM ALL CLAIMS OF DAMAGES. r THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY Date: 10-24-01 LOADING CONDITIONS DURING CONSTRUCTION AND SHALL PROVIDE BRACING AND SHORING WHERE REQUIRED. Scale: — • CONSTRUCTION LOADS: THE STRUCTURE HAS BEEN DESIc34ED FOR OPERATIONAL LOADS ON THE COMPLETED Drawn by: DJL STRUCTURE. DURING CONSTRUCTION, THE C4:)NTRAC70R SHALL Checked by: JDA PROTECT THE STRUCTURE BY BRACING AND SUPPORTING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR Job No.: 01-0907 Drawing .: SPEC-1 i, x t � � � ��,+pt rima � r� , �•• � ALL MECHANICAL AND ELECTRICAL WORK SHALL BE UNDER g No _ SEPARATE __— PERMITS. n R1 V P' tl 'iN 4�AR,l'.Itr"^9'� ,dl {�J�'RTiTYIY' �'�L•' .. Z• #L NOTES AND SPECIFICATIONS SHEET 74th Ave 15205 SIM01-00020 0 ,s2 ]of 13 ILti v C�1 IIII�IIII�IIIIIIII IIII�III IIIIIIII III �lllljll jilll(illl�nll+n illllin�li Illulrimpill III 11 n� Illn�l IUI n �I ulu I II I ullllill nIIlI1I��InI�IIII�nIIInIIInIIIIiII�nnlnn� Inlinl;Inllull�linllul�llullln�lni iuI�IIIIIInI�InI unllnl uullu� I otrir�pN 12 . 18 IO Zo 21 22 20 24 26 �e Z7 � 2 ` e o a o M• Z t•':s I�C�rl' I 5 .� } .tl1,t �yMY;jq„a , � <y C t ,:; fd9 } . •Y T .�:=%"M. „ , a' s i � n .. 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'e y:t t. ,3 ,-:i+k}d . .. _ '. ,'. �-i ... .''i"LI.. , w 1 AGI'�I<i+f •+I qJ� '!; .. .. .. .... .. v.. I I I I kXINmicolml EXISTING MANHOLE - � I RIM•14639' I IE OUT (NORTH)- 131b2' 9025 S.W, Center St. - Ti ard, Oregon 97223 i IF IN (STUB-SOUTH) a 13112' 9 9 ' EXISITNG SJ3. MANHOLE 18 IPhone: 503 620-2086 APPROX. 2243' FROM NORTH PROPERTY LINE OF PROJECT. Fox: 503 684- '6 � I� 3 V • � 1 II0'-?,I"t FROM NEW LINE TO EX18ITNG 12 ♦ PUBLIC 1��Eu f ,, STORM DRAINAGE NOTES WATER LINE �,IN f� ' 6,501 i ALL WORK SHALL COPFOR-1 TO THE LATEST EDITION c- THE INTERNATIONAL v PLUMBING CODE AND THE OREGON AMENDMENTS AND I�ITY OF TIGARD STANDARDS. LE 14421' IE 144I PIPE SIZING HAS BEEN DETERMINED BY THE UNIFORM PLUMBING CODE, N TABLE 11-2 USING 3" OF RAIN PER HOUR - - - - -tel - - - - - - - ��- - - - - - -- - - - - LINE NO. 6 8.00131 L■lb%kl'-- - - - - - - - - 3 MXMDE CLEAN OUT EVEIQ'Y 100'-0" LF. OF PIPE AND AT EVERY DO'.I,NSFOUT. ALL P,PINIG U)ITAN V-0' OF THE BUILDING SHALL BE OF A MATERIAL 041^H 16 APPROVED FOR INrERIOR USE (Abb.) ALL OTHER PIPING CAN BE 3034 P.V.G. WHEN ADLQUATE COVER 16 PROVIDED, OR L NLE66 OTHERWI6E NI)TED. 1 ALL 6TOW1 WATEW FROM IMPERVIOUS FKJWACEB ARE COLLECTED IN i I IRE ' CATCH BASINS ANLL PIPED TO VAULT WHICH PUIMPS THE WATER i I YD TO THE WATt7R QUAL ITY SWOI:E. FROM THE SWALE THE STORM WATER COLLECTS AT AN CUTLET BASIN AND PIPED TO OUTLET AT RIP-PAP. 6l�MP PUT'h'$ 6F44rL EACH HAVE A BACK FLOW (CHECK VALUE) DEVICE. � � 1, 3/4" WATER METER 6UMP PUMP6 13WLL BE A 6UBMERNBL.E, INDUSTRIAL TYPE &i1MP. \\` \` I PIROPOBEG BUILDING 1 , ; BACK LOU) DEVICE M"08 6HA4. ':Uj':•IIIc INTERMITINLY. EACH PUMP SHALL NAVE, A 4002 I �� `� GALL" PER R" CAPACITY W/ A 10' HEAD. PROVIDE CO)NTROL PANEL �� ��� I 14000 OF. FOR- IIQRIGA ION APE AND WARNING SY6TEI"1 IN BUILDING. `� `� I- - - - - FF. 141 0' I f DOUbLt SUMP PUMT=e: (2) TEEL BUMP PUMP" W/ CHECK VALVE. GRAINGER STOCK NO. 3P519, 1/2 HP/8A AMP. `` \` LINE NO. 2 I - � CHICK VALVES: STOCK NO. IP994 OR IP99S. \\ C NO. 1 \�`� "# e I ' CONTRACTOR &HALL SUBMIT TO THE CITY OF TIGARD FOR APPROVAL \�� RIM ■ 145.60' L•31D0' DRAW{NIGS AND SPECIFICATIONS FOR ALL CATCH BA61N8 W/ OUTLETS IE ■ 14300' 1 LAAMR THAN 5"• IF ALTERNATE CATCH 5ASIN8 ARE USED. SEE 4/C2.1 �� ' _ I i REFER RI DOCUMENTS PREPARED BY HARRI,4-MGMONAGLE FOR WORK. ® , TO BE PEW-ORMED IN PUBLIC R.O.W. CONTRACTOR SHALL. SUBMIT TO THE CITY OF TIGARD FOR APPROVAL DRAU11N36 AND SPECIFICATIONS FOR WP PUMP DESIGN AND DETAILS 1 ! . I REVISIONS: STORM WATER FROM THE PARKING LOT 18 DISTRIBUTED EVENLY INTO i i J• � THE 6WALE BY BLOTTED f:URBB. A RA16ED INLET IA PROVIDED ATTHE DO"TREAM END OF THE SWALE TO ALLOW POUNDING WITHIN THE SWALE. 1 b G.O. KtAf 1 BAANM j I. SEDIMENT SHOULD BE REMOVED WHEN IT BUILDS UP TO 6" IN DEPTH AT ANY i I ■ 142.54' ' LOCATION. THE SWALE SHOULD BE CLEANED WITH EQUIPMENT WHICH 6) OPERATES SIMILAR TO A DITCH MASTER RATHER THAN BACK HOE DRAGGING TO MINIMIZE DAMAGE TO THE SWALE VEGETATION, 2. VEGETATED SWALE SHOULD BE INSPECTED AT LEAST THREE TIMES A YEAR i - FRE HYDRANT ESPECIALLY AFTER HEAVY RUNOFF. I 1 9 ' in CONCRETE VAULT FOR DBL BUMP PUMPS u> �1 RIM MAN HOLE • 145.10' ' 3. M06T WALES SHOULD BE MOWED AT LEAST TWICE A YEAR TO MAINTAIN i LINE NO. 61 �! B.O. MANHOLE ■ 1•-000' ' AESTHETICS AND RESTRICT GROWTH OF UNDESIRABLE VEGETATION. CUTTINGS i 8"• S.D. I -4 aD IE NORTH ■ 14136' 1 S ■ 0 IE WEST ■ 142.498' SHOULD BE PROPERLY REMOVED AND PROPERLY DISPOSED OF TO PREVENT �' POLLUTANTS FROM ENTERING THE RECEIVING WATERS. i >� L 4'-0" 1 4. RESIDENTS NEAR SWALE8 SHOULD BE INFORMED THROUGH PUBLIC AWARENESS 1 1 PFkCXsRAM6 OF THE FUNCTION OF WALES AND THE IMPORTANCE OF NOT i i RI NO. 2 90 , DEPOSITING THEIR LAWN CLIPPINGS OR OIL / GREASE iN THE SWALE. IE • 142.50' - 5. VEGETATION MAY REQUIRE WATERING IN TIMES OF DROUGHT PARTICULARLY PROJECT: 4` IN THE FIRST MONTHS OF ESTABLISHMENT. � �� ' "�""'"C �"• � NEW BUILDING 6.KENTUCKY BLUEGRASS - PERENNIAL / 60D-FORMING - TOLERATES FLOODING LINER FROM BUMP AND STANDING WATER! MAY REQUIRE IRRIGATION IF DRY ��` ��` PW`1P8 TO WALE IQ ' I I , MEYER SIGN CO. 15205 '5205 SW 74th AVE. LPE AREA . "10" S.F. • 6■• LINE ` \` ' _ I Tigard, Oregon (moor-) I I LMNO. 2 ' AREA . 4,666 OF. • 4"• LINE `\ `\ ' � � 1 1 I CLIENT: � ,CB NO. 1) 1 VEGETATED SWALE LW NO. 3 BEE I/C22 ■ 3 I DENNF..Y MEYER AR ZA ■ 4066 6t. + 1,0100 S!'. 11066 6F. 6"0 LINE ® i �p i (CB NO, 1) (LME NO, 1) �;, I 7340 SN LANDMARK LANE LSE NO. 4 FIRE HYDRANT I �—� EXI•END NEW 8"♦ S.S. LINE TIGARD, OREGON 97224 1,000 OF. 6"• LINE 1 I I FROM EXISIRNG MH % TO (ROOF) SOUTHERN PROPERTY LINE. LW I 1 AREA II~ OP. * 1000 SF. • 16,666 SF. 8"♦ LNE (LINE NO. 3) (LME NO. 4) 40'_0" 0'- " - 100'•0" L� NO. 8 I I Date: 10-24-01 AREA . 20,4 2 OF. , 8"0 LINE , " " (�.C. PAVEMENT) Scale: 1 =20 —0 ' Drawn by. DJL Checked by. JDA r FACILI•'�"'IES PLAN �' Job No.: 01-0907 SANITARY SEINER NOTES 1--20' X I g , y I L S _ Drawing No.: FACILITY a 4`� l `," ,`MNYStidttl�f� h ,y+'d.Yn1}' t i•yl.°ry» ALL UIC�IlC 6HALL CC7PFOAM TO THE LATEST EDITION OF THE UNIFOR•1 r _ PLUMBING CODE ANIS THE OREGON AMENDMENT6 AND CITY OF TUAL ATIN 6TANDAR06. 0. AC , i+ %n TWE r'AANITAR'Y GOWN LINE MWM THE EX16TMr3 6.6.MA44OLE TO UTWN 6'-0' OP THE ISUILOM 6"LL BE C"TR,JCTE'D OUT CP P.VC. ASTM 0.3034 SDR 36 OR 071-MR APPROYM MATERIAL. AU. PIFNO u{IT�IN 6'..110' OF THE INJILDMb SHALL BE OF A MATERIAL. U41CW 16 ;•« ' ,r,tield C ' APPROVI11fD POR INTI,mn U6E LK-E66 OTHEI WW NOTED. ��,J'1 }' Xis' �• } , .ly FRO'vDt CLEW Mt EVERY Iel -01 LP.OF PM AND DUIL.DN& ,� ar v P aTm OP OULL 1111140.0 6A TWO �P ►1T eea►I ING FACILITY PLAN " r + GIS r1IQMY 00 !N�!!R OWAL_L Be NOTNgED 11"I'1EDIATILY. ' 1 0 1 a °t t , •• f t lra , a. vl c t � SHEET --- 1�t-"Fhl,ft 74th Ave 15205 3112001-00028 7 of 13 C1 95 .:. x•r - ... !. •• ,•>., '.�.M4i.ACIWM.ii1i.�Ylyp�w L �T'Y>jT �� 111 IIN 1111 IIII IIII Illi IIII IIII IIII IIIIIIIII IIII�IIII IUIIIIII IIIIIIIIIII In1111IIIlII1111 IIIIIIIII IIIIIIIII II I II 111 !II11 1111111 i ,illllil I', ui IIII 11111 ul I I � nu lnl � � I O � 1 2 3 IOwn_I�., 11 I2 13 14 ` la I7 14 10 20 ?1 22 23 24 11III2 I7I 111IBII 210 I0III II1310 li 111 lltl 1 - Pk T 1 i,. fid. •y,�i 4!_,f ..y. - - ,.. 111 , ., 1 r• f-; 'I 1 2'-4" r-------------------- � �—� �_� f__� 6 oNolcolml TOOLED JOIN OR RADIUS EDGE-TYP CONSTRUCTION JOINT I I r N _ \ a a 9025 S.W. Center St. Tigard, Oregon 97/223 A.C. PAVEMENT TYP. CURB HEIGHT—--, Phone: 503 620-• 6b" CURB-MAINTAIN Fax: 03 684-3636 I _ I L--------------------J I_� 17 — LEVEL TRANSITION E3TWN _ I_am a A.C. AND C.ONC. 11(� 6" OF COMPACTED (W%) y�w EAR MAIEI ° k CRUSHED 3/4"-O GIN All OPE I:12 BASIN: WELDED IO GA. MILO STEEL, COATED ALL COMPACTED 8UBGRADE SURFACES WITH ASPHALTIC PAINT Q RAMP TEXTURE- REFER TO SOILS �. TESTING REPORT FOR OUTLELSTUB, FOR NO HUB ^ CO�MEGTOR SIZE AS REO'D &IBGRADE AND BASE � FOR MDICATED PIPE (SEE PLAN) REGiINIREMENTb. � .o \ �-AD.XJST ALL �OUTI.ETb NOTES �� r 0 TO GM AND PtAw CIRA-,IE: WELDED STEEL G ' LOQAT100 AS NOTE DROP-IN BAR GRATE (ASTM A36) EXPANSION JOINTS: ON T1'# D1RA1111*426. END BARS: V_" X 2" AT EACH POINT OF TANGENCY OF THE CURB. LIGHT BROOM FINISH W/ r _ -- CROW BARB: V2 11 X 2" * 2" OZ. AT EACH COLD JOINT, AT 30' MAX. SPACING. TOOLED EDGES - TYP. -I -- BIKE STRAPS: Vi" X I" MATERIA_ SHALL BE PRE-MOULDED, ASPHALT it -- 16~ LB UNIFORM LOAD IMPREGNATED, W/ A THICKNESS OF 1/211. CAPACITY. CONTRACTION JOINTS: AS MANUFACTURED BY: SPACING NOT TO BE MORE THAN 15' GRATE MASTER INC. THE DEPTH OF THE JOINT SHALL BE AT LEAST HILLSBORO, OREGON 11/211. SEQMM 'f (503) 641-2050 . OR APPROVED EGAJAL �p X _ CURB RAMP DETAIL 4 TYPICAL CATCH BASIN DETAIL 1 CURB DETAIL X - IR" . I'- 0" 1" ■ I'_ Oil Orr GLADE■144.10' TRAFFIC RATED L;D SOLID SEALED 4r_0„ PRECAST CONCRETE VAULT 6" (UTILITY VAULT 446-LA) RADIUS EDGE-TYP �- FILL PIPE W/ CONC. I" DIA, DRAINAGE (SMOOTH TOP) BLOCKOUT . 10' 0.C. REVISIONS; _ A.G. PAVEMENT I.E. 142.1' IE ■ 14250' AT DOUBLE 11/2110-LINE _ INLET AT 8"• LINE �� --------------- --------- - PLANTING BED I'0 GALv. PIPE = 1 (2) 1 1/1'0 LINES FROM Q 12r EAOH PUMP TO 44 LINE. ;' I k r - - J-1 CONNECT PER CODE. l I I 4" 0 GALv. PIPE I I _ COMPACTED SUBGRADE L __ .J DOUBLE PUMP SYSTEM 3" 3" REFER SOILS- I TESTING REPOR' FOR ON GRATE. CONCRETE SUBGRADE All BASE REGZUIREMEIll � I I I `-----------' 10 N O T E S (; i, EXPAN61ON JOINTS: I aJ I' � AT EACH POINT OF TANGENCY OF THE CURB. PROJECT: �_ -- -- AT EACH COLD JOINT, AT 3O' MAX. SPACING. MATERIAL SHALL BE PRE-MOULDED, ASPHALT 12" 12" _ L-J° : L_J IMPREGNATED, 'L'/ A TWICC NE35 OF 1/1". NEW BUILDING 131.43' T VAULT ON 12" OF TT. VAULT T BO AUL :,'::. ..; ' FILL. GRANULAR ,b,. CONTRAC•I I JOINTS: O O B M TH i MEYER SIGN CO. ^ AC ING N T t E ORE AN 5' THE DEPTH OF THE JOINT SHALL BE AT LEAST 11/1"• 15205 SW 74th AVE. Tigard, Oregon X VAULT PUMP STATION 5 BICYCLE PARKING RACKS Cvv! T AU 2 CUF�B AT PLANTER X 1"r:1'_®" I"•I'-0" Ir. N r- 0° CLIENT: I I 5a' RIPARIAN ZONE I'-0" 6" 2'-0" DENNEY MEYER SET BACK ��� POST FOR CHAIN T34A0 Sal LANDMARK LANE i I L INC FENCE �- G D, OREGON 97 22 a0 I ; �f ■ FACE OF BUILDING Q EXTRUDED CURB Q SEE 3/02.1 I PLANTER ISLAND I I : 9 DISABLED PARKING SIGN RADIUSES EDGE-TYP Date: 10-24-01 LJ -TEXTURED RAMP EPDXY-TYPICAL Scale: AS SHOWN BARS AT 16" OZ. VERT. Drawn by: DJL e CONCRETE SIDEWALK A.C. PAVEMENT 9 u DARE AT 16 OC. HORIZ LI TOOLED BRO EDGEFINI d I� Checked by. JDA ' " r Job No.: 01-0907 ►- C•LP_ �� Drawing No.: SITE_DETAILS__1 --- 2" CLEAR ©■ 5'-®■ ■ 5'-0" c l BARB AT 0" OCG. G. A�r SIM. epE e / 2e" I PROVIDE SMOOTH Gam"" s LEVEL TR�AN61TION FRjolm (3) 04 BARS CONT. 9 AL. TO CONCRETE PROVIDE A MIN. OF .r 9 n i b OF COMPACTED (W%) 8 � r J. 3/4" MINUS ROCK 4" PAINTED STRIPES AT BEYOND CURB 2 ACCEa0 AISLE. 1 = / 12" COMPACTED SUBGRADE left a '-1" SITE DETAILS AT AISLE AND PARKMCs SPACE 3'-3" — MAXR"tV"1 SLOPE OF I:'s0 T 741h Ave 15205 SHEF SIGN BLUE slr20010002e 'T ALL SION LECIENDl WHITE E ' ao1 1J _---- � 6 3 f�� 7 a XK�7 I"•1'-O" 1".I'-Orr �'r■I'-0" V ..� . W. 'tr''y11 4 1 tf1Sb l l"'.4 w �I �MleNllll111MI�IAIIA .il .t,r', 1 .i�: I �• ..' c.w-wreNN.wwww nm ,. . ...,., ...,.....,y.�,�„ w _._..�. ...._.. -_. -. - .. • . .. .. •... ',. •,�!�... ' ;, ;; ' ; >'41 ., '. ,��.; '. 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III' 4xI0 WOO DISTRIBUTION I C C ' mi � D D 8 RIBUTION DAM" / CONCRETE SPLASH BLOCKS 9025 S.W, Center St. - Tigard, Oregon 97223 o Phone: (503 620-2086 Fax: (503 684-3636 • 16,507 9 •T' PROVDE "BULK �� HEAD" OR GROUT ,�� PIPES AND ROCKS _ ARC LENGTH ■ 100' MIN. SLOPE•0905 - MAX. 11/2" LINES FROM PUMP STATION B.O. SWALE■145 5�0. SWALE■1455' 145"' LINE OUT t0 RIP-RAP AT OUTLET BASIN +AT HEAD OF SWALE EXTG. GRADE _ AT !'BOTTOM OF BANK` \� 0 I 7 � - • I.E. • 1545' X X At 6"• L INE X X SWALE GICIM • T z'-6" 2'-0" 2'-011 2'-011 2'-611- REVISIONS: I TOP OF BANK AT THIS I'-0" V-0" MIN. I'_0.. j-0-1 SIDE OF SWALE SHALL BE A MR OF b" HIGHER • THAN FREEBOARD BANK AT PARKING LOT I 2.5 4I T+O. A.C. = 1465' TO 146' I —11 6" M FREEBOARD 3,3 PROVIDE JUTE MAT OVER � 2311 " DEPTH FOR 25 YEAR TREATMENT DEPTH SWALE BANKS AND UNDER --- WATER- RIVER ROCK I VIDE MIN. 3" OF 2" TO 3/4" RIVER OF 6" OF CLEAN RIM ROCK. TOPSOIL UNDER .,JTE MAT. PROJECT: NEW BUILDING' MEYER SIGN CO. 15205 SW 74th AVE. Tigard, Oregon 8 X _ 5 X VEGETATED SWALE ' X — - X DENNEY MEYER 7340 S'N LANDMARK LANE TIGARD, OREGON 97224 I Date: 10-24-01 Scale: 1/2"=1'-O" Drawn b;1, DJL Checked by, JDA Job No,: 01-0�07 Drawing No,: SITE-DETAILS-2 K; V J 1 N i ' SITE DETAILS w 74th Ave 15205 0 SIT2001. 0028 SHEET 6 3 X 2 X got ,� X .--- ---- -- _ _-- __ _ X X C2 . 2 •Y t., , �n r ,1� , { 1 177 , _ ii!I IIII IIII t11I Illi IIt4 !111 1144 4441 ILII ..i.•........w-....�,. y.,,,,, 71 .Iw waa F (y ��yy,, LiO �Ttt>ITltlr CIT1 j I ( I I (1111 ! 111144 111111111 11IIIIIIIIllil11111I111111111II1U11'III111111111IIII111 lillllllllfl 414 I4ulu[fill 11111 4!44144!1 1111111!1 III111111111111111 III 14!41 1111111;lI!j!�ilnl IIII IUI IIII Uil'II!i lily I!II IIII {r ° C 10 11 1$ 13 14 4 I�e 1� I�S I�ill �O ��I �Z 2�3 A itl!! �0 127 120 ' 2�0 130 2� ; + l'riljp i' :r u l ' 1. • 1 ' ` f;i,: �w�} b' Irl l� 1. �»l.�M ,. �,, • ,� ��. 1 , • �.' 4. :."liu 170 i•SP yt F' 1 1' l� 7'. ,rA kX1 N eco ENGINEERIN 9025 S.W. Center St. - Tigard, Oregon 97223 2 � � � � Phone: 1503 620-2086 1 7 Fax: 503 684-3636 10 140 -01, 24'-0" _ 23'-4" 23'-411 231-41' Z3'-4" Z3'-4" _ 13'-4" —� ���p PRo ; I'-311 11 .111 �� �GlNF J1�, 10 -4 13 -0 I 20'-1 25'-10" ' l 16,507 1 � 1 I 1 1 I I I A I • �� I I 1 I I H I � I 16'-II 1/4" 9'-111/2" 6 r i n r r I t- 1 A � CV , I { H I � '2'-611 ■ C C wls+ou�t 1�At IoOOH " ® ® ® c 6 I - I — w = { evown a m 0 _ RE',1SIONS: �o � a�1c�1M't nowt I � I ' m 7 �D � v ---------- - - wllw+aw If — m A ' � E 111 e � 1 �I 1 r — _0C { �D - _ 1 ---- --- r C14 � 0 i I PROJECT Ln OA NEW BUILDING 3'-b 1/411 I2'-9 3/4" a ;� MEYER SIGN CO. m ° I 15205 S.W. 74th Tigord, Oregon -— u 4040 4040 0 d1 ---� r 9 w1o�rla+ CLIENT: _ --------- - awc,e MPL MEr�1r ap1cs -- (n `r a ; r DENNY MEYER r r 181_011 Q _-� 0 7340 SW LANDMARK LANE - — a TIGARD, OREGON 97224 '2'x16' O.H. DOOR - 12'x16' O.H. DOOR 12'x16' O.N. DOOR ' 101x9'.611 10' x9'-6" 1 1J2 5/8" L--- _ _ -CANOPY 2 5�8''--------- ---------- L--- -------- I CANVECANOPY ABOVE 3!_411 II'-8" 4'-1" 9'-8 1/4" 9'-0 3/411 9'-0 3/4" 9'-8 1/4" 10'-0 3/4" 13'-3 3/1611 II'-Ira 13/16" 19'-0" 10'-0" I I I -01 -4 1/4" I Scale: 1/81q Date: 2=t 1 011 1I'-0" L 26'-II 1/4" L 18'-1 In" 14'- 1/Z" 23'-4" 24o'-10 3/4" 20'-0" L Drawn by: DJL ' Checked by: DJA Jab No.: 01-0907 Drawing No.: FLOOR-PLAN h f"1 ('1 1 lv ✓.1 O FLOOR PLAN /ew=11�Ow k �. FLOOR PLA C SHEET 74fh Ave. 0026 5205 S 172001-00028 I 10 of 13 i i.i HNEN�P"1hM11f„t+nlpYdW1Y�lN`J �SC:4�nIG �.Ade�t�d'lWl}4ttVk�dS( fN�11H� If < „E�f taM11AA111�vlIII��M�� —........wr....,.. .r^� l i l l�l l l l 1111 1111 1111 11��•I)111111 I I I I I N I I!I I �'"`""'"""°"""""�"`'""'""'"�"" � � ::.vw•-. (, 'Ya C. I I I I I 1 II Illitllll II 111 111 II I I I III IIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111I rIIIIIIIIIIIIII I I111�111111 II I IIIIIIII1111111111iill,l II III II►I IIIIIIIII 111111111 IIIIIIIII�III III 1111111 II11) III I I II Ihl IIIIIIIII tri t i sr`?� I% .les I!t 13 14 Id i IS iso 0 21 ZZ 33 >t�4 !8 �e Z 2 20 30 _ f 2 ! M h�11 M1{( f{� I�� I 'lid. �,• . ..i •J`M1 , u.. r , ♦I• t , y ! `*�`,a.�:.,4�y:,u..r...L.a.._...+�. ..,�..,.._...._..-_.n._�a....-w...._.—..arra.....•r.....,..l..a.w..........ca.._.�.�x..�w!_...r....uu ..... -.. ,.r. ., rr, 'sir's A`;. Y y,. Nmicolul _1 `6io 1 111A dlkl^ 9025 S.W. Center St. - 7cori, Oregon 97223 Phone: (503; 620-2086 1 2 3 4 5 6 7 I r C><: ',5�� �;4_3636 ' - I z w 1660' 4 ? - � 'l I iAg I 23'-4" I 23'-4" I 23'-4" � 23'-4" I 23'-4" , 23'-4" �/�-•� 74 (CRAY) RIDGE GAP KF- a C �, RAKE T'IRIP'1 (GRAY) -STANDINca SEAT"+ ROOF PANE!.S (GRAY) -GUTTE R (GRAY) IBBED METAL PANELS 12 (CrRAY) GUTTER 21 CORNER TR21M (GRAY) 1 !GRAY) �ORIZ TRIP" • (GREEN) 9 . ! I CANOPY (B`' OTkErkb) (!BRAY) 6 NORIZ T�Om RIBBED METAL PANELS HAS ' (GREEN) (GRAY) c' { CORNER TRIM (GRAY) i f wig RIBBED METANEL9y (GREEN; B { { CORNER TRIM /j �% �% ALUMINUM STOREFRONT® (COWENRIl�DED)METAL PANELS '. �i TIN ED C W�rW-s.GRE ,,, Q !GREEN) / a ic—CORNER TRIM (COWEN) 34t At .2 L -------------------------------- -.--------------- -------------•-----------.__------.-------------.— ----.------.-----------------•-------•--------------------------------------------------.-- J 3' x I' MAN DOOR 12' x Ib' GARAGE DOOR DOUNSPOUT (GREEN) (GRAY) (GRAY) I4m'-m" REVISIONS:NCffTH f afh SOUTH ELEVATION I . I I I i NEW BUILDING ; MEYER SIGN CO. ! I 15205 S.A -4" 2 '-4" I 23'-4" I 23'-4" I 23'-4" I 23'-4" I TiGOrC OregGr 23 3 - - I —NENTINCs RIDGE CAP (GRA, ) CL►E'v RAKE TRIM DENNEY MEYER (GRAY) STANDING SEAT'! ROOF PANELS 7340 SW -ANDMARK LANE (GRAY) T IGARD, CREGON 97224 GUTTER (GRAY) • I ,�2 G+✓?TER �GRL+`•) CORNER TRP^ (GRAY) Dote: ,r,_.24-C. 6+ORIZ TRIM Scope: ;/8"= RIBBED METAL PANELS = )GRAY) RI TA PANELS 9 Drawr. oy. DJL BRED P'1E �.. ' _ - _ t • • f Iz TRIM (GrWEN) I Checked by. JDA � w• 1 • Lf , / � f )GREEN) _ N . 01-090", 9 Job o. coRrZR TRIM (COWEN) co+�rER TRIM 0 Drawing No.: ELEV ' —RIDDED METAL PANELS (COMM ! _ (COWEN) AX ------------------------------------ - ----------------------------------------- -- ---------- -------------- -------------------- r L j'1x1' Msv DOOR (GRAY) 411THIS WALL) RATRD ,�--. — - MCI-oft NOMIA ELEVATION ELEVATIONS NOr�n'� SHEE' • 74t110fh Ave 15205 SIT20p113 3 * 1 , ,- ...i.M::yytitt dNa.YYM.2f1d4447H,4,��''�� �M,✓� �, _........:,.....,-.—..-... _ _ .. ..,,•,,.,,-.••...»..,...,w..,.. .._. _ ,,..» m+w»..., ,-..__.. .._ , ..... ._..._._.. ......- ...•......_-..,-.--- ._..—.._,__._ ._T. _- -. ...-,........,.......,.pn" ,,,-,..,,•.,,,,-....,. ,_. ..,, nir>.,44.r. r MI' - � ': m�httt uultut�uttl+uytlu tut�nttlt�+i�+ t�nttltni�utf IIiI�Ili1 t►tt�nnitttyur nit�il +,I,I{uulnt+hut+luu�tutln t�nn a 10 IQ �� 14 Id 17 �� 19 Mo ?� 22 to Zs 2'� a 2 2� �a ala - � b.,r a . „ . '`• r I i}, r � f '•I - _ • 4e� jRi-n.yti,.,>;.g tf Cd:L. I'1tS li`� ...'��4 �t '�ti •eTyllf ett ft. ''�Y. :,. j' i !r d ' r�.. 1 _.i .. f'1 Y, i �;•I 'l. rs,F •til=: 7. , kX1 N mi C O lei li � 1j , -to'NE.ErnLln 9025 S.W. Center St. - T"gard, Crgon 97223 1 Phone: 55% 620-2086 Fax: -,503; 684-3636 PA E 25'-m" 09 I I I I 4q�N I .fir 17 I I I I 12 I RAKE TRIM ;2 (GRAY) I I GUTTER (GRAY) RIDDED METAL PANELS —RI5 ED METAL (GRAY) PANELS (GRAY) 6 I-+ORIZ. TRIM � 1 TBM (GREY) e TRIr M (GREEN) R155ED METAL PANELS ' (GREEN) r• L♦ r• 161 ILI L----J L----J L----J 3' x 1' MAN DOOR 12' x W GARAGE DOOR (GREEN) (GRAY) 100'-rD' - RE�ISIDNS: WEST ELEVATION _ I 1 1 I 1 I I 1 PROJECT: E D C B A -_---- NEW BUILDING I I I I MEYER SIGN CO. ' 15205 S.& TigarC, Ore I I I I I 1 CUEN_ I I I OWE TRIM (�,Y) I 12 DENNEY MEYER GUTTER----- 2 7340 SW '_ANDMARK SANE (GRAY) ' 7GARD, OREMN 97224 RIDDED METALPAML I GRAYS I 1 COWER TRIM (GREEN) " 1 WM17. 'TRIM v I (GREEN) t � Date: 10-24-01 RIDDED METAL 111 9 Sccle: PANELS ; • L n Drawn by, (GR>'N)ALUMINW! STOREFRONT •' 'd r r'* s a.' Checked by. JD� WINDOUP, uu GREEN s ` Job No., 01-0,9c TINTED GLAZW. OPAGM GLA66 TOP '� � AND 1501 10111 - TYP. • ; CCE M TRIM Oil 0 _ r• OL-----------------------------------------_.--------------_.-----------.----.-------- — -----------.----------.-------.•---•--------._,----.-J f EAST ELEVAIIK)N i/8-- —p- ELEi/ATIQNS SHEET r 31T200e 0 5205 12 of 13 ) . 2 1 H ••,.o1homw ' I �. {fl{ ?NNIHi flit 11111111i'N► MlW Chia i ! ftf t till�ItillIIoilItitlIIIIp,►►I utIn n1lal�itll�llu`n►I�nn�► I►� ul`I►rynu unjun In�►ur nrl�un ►►elf►tll 1►It�nll ►►fl�nu uu�lul lugtll►ImtMtm' i4 re 2 30 i v ip! :1 2. C. '•1� i „ �;.fir• � r •,. , Oil a '7^ h YI I �i J'1 lilt ► N mi c o .eco ENGINSE '0r 9025 S.W. Center St. - Tigard, Oregon 91223 Phone: (503) 620-2086 Fax: (503) 684-3636 E q E0 ROFi,, STANDING SEAM ROOF i / 16, 7 GIRT SPACING AS REQUIRED BY BUILDING METAL WALL PANELS MANUFACTURER 114" WALL ONLY AT GRID LINE"A" 1 n • GIRTS 24" O.G. 5/6" TYPE "X" GYPSUM SHEATHING ON EACH SIDE REVISIONS: A BUILDING SECT10N • PROJECTNEW BUILDING MEYER SIGN CO. 15205 S.W. 74th AVE. Tigard, Oregon CLIENT: DENNEY MEYER 7;540 SW LANDMARK LANE TIGARD, OREGON 97224 Date: 10-24-01 Scale: 1/4"=1 0" Drown by: DJL Checked by. JDA Job No.: 01-0909 Drawing No.: BLDG—SEC 0 c M `yam 1V L \r U IV : _. BUILDING SECTION SHEET t 74th Ave 15205 , 4 _ � 1 13 S.?2U0,_0002t3 • of 13 em CfTI lla��uiilin�iiu�u�niu�u�i��nli�n�ui�iiiijii,luu�u��iiiTjiillnl �n flniijiil�l n 1 li I�ull11 1 �tl I u I�unlu I�I l�ll ill i� ul a I) ul I nil I I ( ��� I � V12 IQ IO 14 1� 17 I 111 20 21 23 4 28 27 21 310 1, , Tv MX • ,