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Plans (32) _ 4 , , I '- al DATE DESCRIPTION BY GENERAL NOTES UTILITY CONTACT IVEI ) 17SEP08 CO REVIEW KHT A. NATURAL GAS PIPING SHALL BE POLYETHYLENE BELOW GRADE AND NATURAL GAS FEB 1 ' 201 0 090CT08 CO FINAL KHT SCHEDULE 40 BLACK IRON ABOVE GRADE. NW NATURAL CALL 503.226.421 1, EXTENSION 2360 OR 2364, FOR SEfW OFT A� 1 180EC12 REISSUE CO FINAL KHT B. FOR TRENCHING SEE 4/A2.0. INSTALLATION BIN - 00 d C. DESIGN SHOWN BASED ON MTU GENERATOR MODEL 50—GC6NLT1 . IT IS THE CONTRACTOR'S RESPONSIBILITY TO CAREFULLY COORDINATE - - NOTIFY ENGINEER IF DIFFERENT MODEL OF GENERATOR IS ALL ASPECTS OF SERVICE WITH THE RESPECTIVE UTILITY COMPANIES. PROVIDED. D. ALL WORK AND MATERIALS SHALL CONFORM TO APPLICABLE LEGEND CODES, REGULATORY AGENCIES, AND STANDARDS, INCLUDING BUT ernWireleSS NOT NECESSARILY LIMITED TO IBC, IMC, IPC, IFC, NEC, OSHA, G G NATURAL GAS (ABOVE GRADE) NFPA, ETC. INFORM CONSTRUCTION MANAGER OF CONFLICTS PRIOR 5430 NE 122nd AVENUE TO BID. WHERE TWO CODES OR STANDARDS DIFFER, THE MORE G G NATURAL GAS (BELOW GRADE) PORTLAND,OREGON 97230 STRICT OF THE TWO SHALL BE FOLLOWED. . 503.408.3400 E. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, GAS CONNECTION SCHEDULE POR TUALATIN BENDS, ELBOWS, TURNS, EXISTING CONDITIONS, ETC. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DRAWINGS, INSTALLATION CONDITIONED AND COORDINATE WITH OTHER TRADES AS REQUIRED. EQUIPMENT TAX LOT #W262492 DESCRIPTION LOCATION LOAD INPUT PROVIDE ADDITIONAL BENDS AND OFFSETS REQUIRED FOR CONNECTION SIZE X75 SW SANDBURG ST. COMPLETE INSTALLATION AT NO ADDITIONAL COST TO PROJECT. PARKING GENERATOR LOT 600 MBH 1-1/2" TIGARD, OR 97223 F. ALL WORK SHALL BE DONE IN FIRST CLASS, WORKMANLIKE CITY F TIGARD MANNER. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND CONFORM TO ALL CURRENT CODES AND APPROVAL Approved... . .. •...L.J j, [t�� PIPE SIZE MEE AGENCIES HAVING JURISDICTION. INSTALL ALL EQUIPMENT AND Conditionally Approved [ ] 1/2" 279 MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS See Letter to:F)IIow [ AND RECOMMENDATIONS. PERFORM ALL LUBRICATION Attached [ ] 3/4" 583 REQUIREMENTS PRIOR TO STARTING EQUIPMENT. 9.1SSW 7BaM+a/d Permit Number �C 3 U 1 3 °V U f CG� &.1.107 Address i-'TO ix.? a►�-, f 1" 1,040 8...,no 3)292 •coos Phorv.(SOI)2.28000 G. CUT WALL FOR PROPER EQUIPMENT, DUCT OR PIPE INSTALLATION. By: .'e' .CZ LINOINEERIN0 INC. Fir (50])70 3128 FILL HOLES WHICH ARE CUT OVERSIZE SO THAT A TIGHT FIT IS Date: �'AhwM9 MI•gratld�PlAl■■• E-rtW N.vn4.$n.en0 cof11 OBTAINED AROUND OBJECTS PASSING THROUGH. PATCH AND SEAL PIPE SIZING BASED ON 2 PSIG DELIVERY, 2009 NFPA 54 TABLE Prefect No 229.1079 001 �tact SIN NONE , FINISHED TO MATCH NEW OR EXISTING FINISHES. 6.2(c) 215' TOTAL DEVELOPED LENGTH. H. ALL ROOF PENETRATIONS SHALL BE SEALED WATERTIGHT. ��0 PRaI Approved plans ���'N% Z � I. CONTROLS AND WIRING SHALL MEET ALL ELECTRICAL shall be on job site. �' REQUIREMENTS OF APPLICABLE ELECTRICAL SPECIFICATIONS AND (t)i • REQUIREMENTS OF OWNER, BUILDING OFFICIALS AND EQUIPMENT FROM TEST PORT , SUPPLIERS OF EQUIPMENT INSTALLED ON PROJECT. METERS y)1S1 I— 7 TO GENERATOR •REGO . J. ELECTRIC MOTORS SHALL HAVE BUILT—IN THERMAL OVERLOAD _ LAST PIPING .4:., J. 11 2017 GAS COCK _I I� �I LAST 12 INCHES) �q �co 1lel PROTECTION OR BE PROTECTED EXTERNALLY WITH SEPARATE RK D. ,JON {� THERMAL OVERLOAD DEVICES, WITH LOW—VOLTAGE RELEASE OR WITHIN 6' OF ? GAS PRESSURE REGULATOR LOCK OUT AS REQUIRED. GENERATOR VENT IF REQUIRED I EXPIRES 6/30/13 K. ALL NEW EQUIPMENT, PIPING, CONDUIT, AND DUCTWORK SHALL BE OFFICE COPY DIRT LEG DRAWING FILE INSTALLED PER IBC SEISMIC REQUIREMENTS. WF.\229\1079\001\OM\PO1 L. MAINTAIN CODE REQUIRED AND MANUFACTURER RECOMMENDED 1GAS CONNECTION DETAIL TITLE CLEARANCES AROUND ALL EQUIPMENT. NOT TO SCALE SCHEDULE SHEET NUMBER P01 1 - I REV DATE DESCRIPTION BY A 17SEP08 CD REVIEW KHT 0 090CT08 CD FINAL KHT I 18DEC12 REISSUE CD FINAL KHT V // \ \ r ellidel wireless \ 5430 NE 122nd AVENUE D ` PORTLAND,OREGON 97230 C \ 503.408.3400 POR TUALATIN \ TAX LOT #W262492 P _ 2975 SW SANDBURG ST. TIGARD, OR 97223 00 t \ \ 951s s w an 8owrana RA� A Ptjq.tt)7 B.ave.wn.Ora9on 97005 Pram l503)292-6000 \ ENGINEERING,INC. Fac 4591)725-3325 TnewwwMY I4.g&t d S.ur.• EEtrot evannowno ism ■ Y \ L ProAct Na 229.1079.001 Canted KRISTIN WOK r . GENERATOR, SEE f 7 \) PROFFs NEW GAS ® �.�, ,w �,� .p y H METER ZO a IJ n OREG� � EXISTING l� N__— _- +9Rc - - - - - - GAS_METER- _/ / -- _/ G / _ / _ / I _G / _/ _/ G /_ / G -- - - - — G / -/ _ /_/ — �,- htt." �c, �, RK D. 3ON n.Il fit; 1" I EXPIRES 6/30/13 I DRAWING FILE 2 WF:\229\908\001\DW0\P02 1 SITE PLAN- PLUMBING SHEET TITLE PoSCALE: 1"=20'—O" PLUMBING SITE PLAN SHEET NUMBER P02 " D � n (�� 3 � �C�l1'n VEN wireless g 1 Sc.... �+ 1\GPaI �S 1 !1 M. M. P t A CI� � . '•e�•�. � e 1 �, Drawings Produced By Approvedi i t �. :. PORTIANDf.+OREGON �. V Conditionally Approved [ CSC") G ARCHITECTS LLC See Letter to:Follow [ ] (j nF 2701 and,O48h.,Suite 764 Portland, R 97210 Attached [ 503-274-7800 � • ye r i orb wirel ess Permit Nu ber: '.9-01 3 -cxx,4l Address: 4 iir�ir_ rm r,..N. - XI., % By: :C,.'06 Date: -JIM C .1 0 I_ approved plans iZoF o P0 I ,A — shall be on job site. R TUA TI TI GIRD OR 97223 OFFICE COPY CV -J C W Q CO .- .- M Cr Sa L) cb 1- 4 — ITE OWNER =U ix (11 01 ,y r tND SITE ADDRESS Ti Tl.o TITLE SHEET '• Y { _ ,.\} y) - v. 6975 SW SANDBURG ST. T2.0 GENERAL NOTES & LEGEND wESTON HOLDING CO., LLC C/0 AMERICAN PROPERTY MANAGEMENT N ca W\ �•' ar •x s TICARD, OR 97223 PHONE: (503) 281-7779 m IX SW noF,+F".D c € I L1.0 LANDSCAPING SPECIFICATIONS I-- -- LAT: 45.25'17" A1.0 OVERALL SITE PLAN �7 -,,,. c _ APPLICANTS; LONG: 12ra4'46.2' A1.1 UTILITY ROUTING PLAN o JQ 1 11 - a .0 VERIZON WIRELESS (VAW) LLC d/b/a VERIZON WIRELESS \ Z y�., RE>rf A1.2 ENLARGED SITE PLAN 5430 NE 122ND AVE 0 W U t "-ms' 1 C � -�..-- PORTLAND. OR 97230 ?17 A2.0 GENERATOR ELEVATIONS I °wA <.' ,P E } JURISDICTION: A3.0 CONSTRUCTION DETAILS SITE DEVELOPMENT & PERMITTING: • CITY OF nGARO P1.0 PLUMBING SCHEDULE KOC ARCHITECTS ENGINEERS. PC M L) ( cam+. + i 6975 SW SANDBURG ST., SUITE 100 �� 1� i L -� ZONING: P2.0 PLUMBING SITE PLAN PORTLAND• OR 97223 C 6 8c, ;g — OFFICE: ((503 341-6458 .� ,y1 -.--ti 'x �i•\' CP PROFESSIONAL-COMMERCIAL CONTACT: 1ERRV BURKE No. Dote By Rev.sions t 1! 1 f \ C- OCCUPANCY; 1-;__ SA NOfiUflf , ' NA CONSTRUCTION MANAGEMENT File e a. y1Z .--' _- � � ���•., ^� 5430 NE�22NDSAVENUE x CONSTRUCTION TYPE; PORTLAND, OR 97230 Designed by oc _ ,,�.t. NA Drawn by 1�1 SIT y- �r� `{�!'k ARCHITECT cn�ked by a / AREA CALCULATIONS; Approved by snP 4 ° 2701 NW VAUGHN, SUITE 764 :,+` LS^10 tt.-.8 { _ SITE INFORMATION PORTLAND, OR 97210 7 gqr T,1 y TOWER SETBACKS NA exOL OFFICE. 503 274-7803 1 l i ,a» FAX _ HEIGHT LIMITS N1 CONTACT LLE KRUSI %229 pole issued j ""r PROPOSED LEASED AREA 131 SO FT Date issued for MECHANICAL ENGINEER: Zoning Permit 2 } ,.},.. �` REQUIRED SETBACKS: TBD R&W ENGINEERING Date issued for ( - a t-' ` 9615 SW ALLEN BLVD., STE 107 Building Permit : VITA I .i',_=QPO>'n �J'1lTk .. �' BEAVERTON, OR 97005 Dote issued c' ,. ��� .{ I �, -" - for Bid : .� - sue' — t , NATURAL GAS for Construction: {{ Dote ;sued I I T I) " , '--a,,:s'' _ NW NATURAL OFFICE: (503) 226-4211 SHEET INDEX Project title DRIVING DIRECTIONS POR FROM DOWNTOWN PORTLAND. TAKE I-5 SOUTH TO EXIT 292 (LAKE OSWEGO/HWY 217).. TITLE SIGNATURE DATE TUALATIN TAX LOT #W262492 AT THE EXIT, TURN RIGHT ONTO HWY 217 AND TAKE EXIT 7 (72ND AVE). ADA COMPLIANCE; RF ENGINEER 6975 SW SANDBURG ST. TIGARD. OR 97223 -HE FACILITY IS UNSTAFFED AND UNOCCUPIED AT THE STOP LIGHT, TURN LEFT ONTO SW 72ND AVE AND DRIVE SOUTH (OVER HWY 217) FOR 0.5 MILES. PROJECT MANAGER PROJECT SUMMARY; TURN LEFT ONTO SW SANDBURG ST AND DRIVE TO THE TIMES BUILDING DRIVEWAY. Sheet :.P N THE PROJECT CONSISTS OF THE INSTALLATION AND LOOK FOR THE THREE STORY BUILDING NEAR THE HWY 217/I-5 INTERCHANGE, OPERATION OF A NEW BACKUP GENERATOR FOR VERIZON SITE ACQUISITION 40, WIRELESS TITLE SHEET ZONING CONTACT PROPERTY OWNER VICINITY MAP PROJECT SUMMARY APPROVALS PROJECT TEAM Ti •0 verlmowireless GENERAL NOTES I SPECIAL INSPECTIONS: I LEGEND 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN SYMBOLS INDEPENDENT SPECIAL INSPECTOR PER THE 2010 OREGON DETAIL No. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC STRUCTURAL SPECIALTY CODE. SEE SHEET A3.0 FOR A LIST OF fa ___ DETAIL ROOM NAME ROOM NAME 'raw■ngs Produced By REPRESENTATION OF THE FINAL INSTALLATION. THE WORK SHALL INCLUDE REQUIRED INSPECTIONS. __ REFERENCE ROOM NUMBER FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR SHEET No. D o' HEIGHT NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT a BUILDING A.F.F. MARKER GPA TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR _ - Gl A AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. 4Z2V, SECTION 000.o FINISH ARCHITECTS LLC 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE SPOT GRADE 2701 NW Vaughn,Suite 764 JOB SITE ANO BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS Portland,OR 97210 0. EXISTING 503-274-7800 CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE - - WALL SECTION SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE �� SPOT GRADE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIAL INSPECTOR ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED (o-o o ) DOOR PROJECT MANAGER. COMPONENTS. 0 EXTERIOR NUMBER ��`b gar ELEVATION p WINDOW 4,1A. nf. 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE •n p TYPE N.x.n� PROCEED BEFORE STARTING WORK. SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED A -- GRID LINE r+KEY 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN DURING PREFABRICATION THE APPROVED AGENCY CERTIFIES THE O NOTE tjA 'v"D0"°°°"Z ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. O WALL SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR TYPE OFD REGULATIONS TAKE PRECEDENCE. 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING �--- MATCH LINE EQUIPMENT 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT THAT ALL WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST 0 TYPE ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES. OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN CONFORMANCE WITH - WORK POINT CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE A REVISION ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC APPLICABLE WORKMANSHIP PROVISIONS. 0 AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL 40 INTERIOR AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL SITE NOTES: V ELEVATION APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. n 1. EXCAVATE MINIMUM NECESSARY TO GRUB SITE; REMOVE SOD, ROOTS w 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST AND ALL UNSUITABLE SOIL FROM PROJECT. EQUIPMENT m m_z SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY c C. in L WI o RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, 2. USE APPROVED MATERIAL FROM SITE EXCAVATION TO FILL AND .- M re 0 SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF GRADE SITE. COMPACT TO 95%. UTILITY POLE -9- FIRE HYDRANT co L- THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION w n 3. GRADE SITE WITH CROWN. SLOPE TO ALL EDGES OF SITE 0 WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED E - POLE GUY WIRE LIGHT STANDARD p ,, D co'y REPRESENTATIVE. PERIMETER A 2.59:. .- fft n °m 3 B. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS co 4. FINISH SITE WITH 4" OF 3 4" MINUS WITH NO FINES. OVER 4" OF MATERIALS o THAN 2-A OR 2-A1 06C WITHIN 5 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 1 1/2" MINUS CRUSHED ROCK. APPLY OVER GEOTEXTILE. rn COMPACT TO 959: MAX DENSITY PER ASTM 01557. TREAT GRAVELED I I CONCRETE EARTH 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR SITE WITH APPROVED WEED STERILIZER. ° w 8a PHONE, AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON CMU GRAVEL o SITE. 5. MIRIAFI BRAND GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE r I BRICK L. t SAND , 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR UNDER ALL NEW GRANULAR SURFACES. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR I I GYPSUM WALLBOARD l �rx, rr fr I PLYWOOD o w v cc CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF 6. WHERE NECESSARY DUE TO SOIL SITE CONDITIONS: REMOVE =2211= BATT INSULATION =731E31 FINISH WOOD vo. Dote By Revislo s THE WORK. UNSUITABLE MATERIAL AND REPLACE WITH 4-6" LIFTS OF 4" MINUS CRUSHED ROCK COMPACTED TO 95%. REVIEW WITH PROJECT RIGID INSULATION C7.- WOOD (CONT.) File no. 12-IODL 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT MANAGER PRIOR TO PROCEEDING WITH WORK. Dote 12/15/12 EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., I ' /1 STEEL 1-J WOOD BLOCKING AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED 7- SLAB BASE: COMPACTED 3/4" MINUS CRUSHED ROCK. ALUMINUM EXIST. STRUCTURE Designed by EK DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER Drown by MM AND/OR LANDLORD. Checked by EX 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE AND Approved by S151P DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT UNE TYPES SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN NEW WORK -ss-ss- SANITARY SEWER CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY STRUCTURAL STEEL: SEE SHEET A3.0 DEMOLITION WORK -so-SO- STORM SEWER Dote ∎ssued • NATURE. Dote issued for CENTERLINE -FD-FD- FLOOR DRAIN Zoning Permit 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN - - - - PROPERTY / LEASE LINE -no-so- ROOF DRAIN Dote Issued for 10 WORKING DAYS OF PROJECT COMPLETION. --V\-- BREAK LINE Building Permit Dote Issued • 14. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL EXISTING CONTOUR -ace-otis- GAS or e.d SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. -a- NEW CONTOUR -N-N- WATER Dote issued -:+n 1-00-- HOT WATER for construction 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE Y------.---- EXIST. CHAINLINK FENCE -co- cn- COLD WATER LATEST REVISION. ---r---.o-c3- EXIST. WOOD FENCE Project title 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL -is-It- CHAINLNK FENCE -A-e- ANTENNA CABLE POR EXISTING UTILITIES WHETHER SHOWN HERON OR NOT AND TO PROTECT -o-c- GROUND TUALATIN THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF -P-P- POWER -od-caN- GENERATOR TAX LOT OW262492 REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF -t-T- TELCO -E-E- ELECT. CONDUIT 6975 SW SANDBURG ST. THIS WORK. -Pelf-rcr- POWER 6c TELCO -c-c- CONDUIT nGARD, OR 97223 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO MATCH EXISTING. - -aw- - OVERHEAD POWER Sheet title - -ant- - OVERHEAD TELCO - - - -- OVERHEAD GENERAL NOTES on AND LEGEND -- -_ Sheet no. T2.0 NOTES: LANDSCAPE SPECIFICATIONS 0) IF HEAVY CLAY IS ENCOUNTERED, AMEND PLANT HOLE BACKFILL WITH 50% NATIVE SOIL. AND 50% MIX OF COMPOSTED MULCH veria20wireless 1.00 GENERAL AND SOIL DRAINAGE AMENDMENT. CREATE DRAINAGE AWAY FROM HOLE IF IT HOLDS WATER. E) FERTILIZE ALL PLANTINGS WITH SPECIFIED "PHC TRANSPLANT SURVIVAL KIT" OR APPROVED EQUIVALENT AND APPLY PER , MANUFACTURER'S RECOMMENDATIONS. FERTILIZE RHODODENDRONS AND MOUNTAIN LAUREL WITH "PHC COMPETE PLUS OR 1.01 ALL SITE PLAN DIMENSIONS AND CONDITIONS. BUILDING DIMENSIONS. AND SITE DEVELOPMENT SHOULD BE VERIFIED PRIOR TO APPROVED EQUIVALENT AND APPLY PER MANUFACTURER'S RECOMMENDATIONS. INSTALLATION. F) LIMIT PRUNING TO THE REMOVAL OF INJURED TWIGS AND BRANCHES. UNLESS OTHERWISE DIRECTED. ALL INJURED TREE ROOTS TO 1.02 SCOPE OF WORK BE PRUNED VERTICALLY WITH A SHARP KNIFE BEFORE PLANTING. Drawings Produced By A) FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH SOIL PREPARATION, PLACEMENT G) AFTER SETTING BALLED PLANTS, COMPLETELY REMOVE TWINE OR WIRE BINDING + FOLD BACK BURLAP FROM ONE HALF OF AND GRADING OF TOPSOIL MATERIAL, PLACEMENT AND GRADING OF FILL MATERIAL (IF REQUIRED). PLACEMENT OF SPECIFIED THE ROOT BALL. NON-BIOLOGICAL WRAPPING SHOULD BE REMOVED. DO NOT PLANT IF ROOTBALL IS BROKEN OR CRACKED. WHEN PLANT MATERIAL, FERTILIZERS, STAKING AND MULCH, PROTECTION, MAINTENANCE. GUARANTEE, CLEANUP, DEBRIS REMOVAL, SETTING CONTAINARIRO PLANTS, CAREFULLY REMOVE POT AND SUPERFICIALLY CUT EDGE ROOTS ON THREE SIDES WITH A KNIFE. DO AND RELATED ITEMS NECESSARY OR INCIDENTAL TO COMPLETE THE WORK SHOWN AND SPECIFIED. OBTAIN NECESSARY NOT PLANT IF THE ROOT BALL BREAKS OR LOOSENS. BACKFILL TO BOTTOM OF THE PLANT BALL. !'+77 A PERMITS AND INSTALL PER LOCAL MUNICIPAL CODE AS WELL AS NEIGHBORHOOD CODES, COVENANTS AND RESTRICTIONS AND PER 1.PLACE OPEN ANGLED END OF DRIWATER TUBE DIRECTLY AGAINST AND FACING ROOT MASS. lJ1�I1 MANUFACTURER RECOMMENDATIONS WHERE APPLICABLE. 2.WHEN MORE THAN ONE TUBE IS REQUIRED, SPACE THEM EVENLY AROUND THE ROOT MASS. PLACE CAP ON TUBE PRIOR TO ARCHITECTS LLC BACKFILLING. 2701 NW Vaughn,Suite 764 1.03 SITE PREPARATION H) TREE SUPPORTS 503-Portland,7 78 �97210 A) PROTECT EXISTING TREES AND SHRUBS TO REMAIN ON SITE DURING CONSTRUCTION BY FENCING OFF WITH 4' TEMPORARY 1. WOOD STAKES: 2 INCH X 2 INCH X 8 FEET ROUGH DOUGLAS FIR STAKES, STANDARD, OR BETTER GRADE, FREE OF LARGE ORANGE POLY FENCING. APPLY "PHC MYCROTREE VERTIMULCH" OR APPROVED EQUIVALENT WITHIN DRIP LINE AND 10' BEYOND, PER KNOTS, PRE-STAINED WITH ONE COAT OIL BASE WOOD STAIN, OLYMPIC REDWOOD NATURAL TONE #717 OR APPROVED EQUAL. _ MANUFACTURER'S RECOMMENDATIONS OR EXISTING TREES AND VEGETATION AREAS TO REMAIN WITHIN 10' OF CONSTRUCTION ACTIVITY, 2. TREE TIES: BROAD BELT-TYPE STRAPPING. OR PLASTIC CHAIN (MIN. 1.5 INCH WIDTH). SUBMIT SAMPLE FOR APPROVAL. IMMEDIATELY REPORT ANY DAMAGE TO EXISTING TREES AND VEGETATION TO OWNER. REPLACE DAMAGED TREES OR VEGETATION WITH 3. GUY WIRE AND ACCESSORIES: 3/32 INCH MIN. 5 STRAND GALVANIZED STEEL WIRE ROPE. INSTALL 12 INCH LENGTH OF 3/4 SAME SPECIES AND SIZE AS EXISTING WHERE DAMAGE IS DETERMINED TO BE LIFE-THREATENING BY A LICENSED LANDSCAPE ARCHITECT, INCH PVC PIPE FLAG ON EVERGREEN GUYS. 5/16 INCH GALVANIZED TURNBUCKLES AND EYE HOOKS. Cc n AND IF A TREE A CERTIFIED ARBORIST. REPAIR NON-LIFE THREATENING DAMAGE AS DIRECTED BY LICENSED LANDSCAPE ARCHITECT OR 4. TREE WRAP: CORRUGATED, OR CREPE PAPER, DESIGNED SPECIFICALLY TO RESIST INSECT INFESTATION AND SUN SCALD. C7 r n w CERTIFIED ARBORIST UNLESS REPAIR i5 REJECTED BY OWNER. M� 3.03 TRANSPLANTING: a 0112y# 1.04 RESPONSIBILITY A) WHEN POSSIBLE. TRANSPLANT IN THE FALL, WHILE THE ROOTS ARE STILL GROWING. THE TOP GROWTH HAS A) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ADJACENT PROPERTY, EXISTING PLANT STOPPED, AND THE LEAVES HAVE FALLEN. ' V�Sy MATERIAL DESIGNATED FOR PRESERVATION, AND THE SAFETY OF THE GENERAL PUBUC. B). DIG PLANT MATERIAL ALLOWING FOR A ROOT BALL THAT IS THE SAME DIAMETER AS THE PLANT'S DRIP LINE, OR A MINIMUM OF 'OF°C B) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES AS NEEDED. ONE FOOT OF DIAMETER PER CALIPER INCH OF THE TRUNK, TO A DEPTH OF 24 TO 30 INCHES. C) UTILITIES: THE LANDSCAPE CONTRACTOR SHALL CALL FOR UNDERGROUND UTILITIES LOCATE PRIOR TO COMMENCING WORK, BE HELD C) TIGHTLY WRAP ROOT BALL WITH BURLAP TO KEEP ROOT BALL INTACT. PROTECT THE ROOTS AT ALL TIMES FROM DRYING AIR, SUN, RESPONSIBLE FOR PROTECTION OF, AND ANY DAMAGE TO EXISTING UTILITIES AND STRUCTURES, AND SHALL VERIFY THE LOCATION OF AND FREEZING TEMPERATURES. "HEEL IN" AND MAINTAIN IN ACCORDANCE WITH ACCEPTED HORTICULTURAL UTILITIES WITH THE GENERAL CONTRACTOR. PRACTICES. C) TO REDUCE WATER LOSS BY TRANSPIRATION, APPLY A TRANSPIRATION-INHIBITING CHEMICAL, PER MANUFACTURER'S 1.05 VERIFICATION OF EXISTING CONDITIONS RECOMMENDATIONS, AT TIME OF DIGGING. A) BEFORE PROCEEDING WITH ANY WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, INCLUDING 0) REDUCE THE LEAF BEARING SURFACE (BY THINNING OUT) OF BARE ROOT TREES AND SHRUBS BY ABOUT 50%; BALLED & ADVERSE DRAINAGE. SHOULD ANY ERRORS OR CONFLICTS IN DRAWINGS OR SPECIFICATIONS OCCUR. THE LANDSCAPE CONTRACTOR BURLAPPED TREES AND SHRUBS BY ABOUT 25X. • SHALL NOTIFY THE ARCHITECT IMMEDIATELY. E) ALL TRANSPLANTED MATERIALS SHALL REQUIRE THE SAME SOIL PREPARATION, PLANTING, AND STAKING AS NEW PLANT MATERIAL. F) PLANT SHRUBS AND TREES UPRIGHT AND FACE TO GIVE BEST APPEARANCE. 2.00 MATERIALS G) LOOSEN AND REMOVE BINDING AND BURLAP FROM AROUND TOP OF EACH ROOT BALL STAKE TREES IMMEDIATELY AFTER n ' PLANTING. r w 2.01 PLANT MATERIAL SHALL CONFORM TO AMERICAN ASSOCIATION OF NURSERYMEN GRADES AND STANDARDS AS PUBLISHED IN H) PLACE AND COMPACT BACKFILL SOIL MIXTURE CAREFULLY TO AVOID INJURY TO ROOTS, AND FILL ALL VOIDS. ;D. THE "AMERICAN STANDARD FOR NURSERY STOCK" AND AS NOTED ON DRAWING AND AS FOLLOWS: to t` A) TREES TO BE SELF-SUPPORTING, WITH FULL HEADS AND LEADERS INTACT. I) WHEN HOLE IS NEARLY FILLED, COMPLETELY SOAK AND ALLOW WATER TO SOAK AWAY AT LEAST TWO TIMES, OR AS NECESSARY TO ' to COMPLETELY WATER INDIVIDUAL PLANTS. CV 2 1 0 B )ALL SHRUBS, TREES, AND GROUND COVER TO BE FULL AND BUSHY. ALL TREES TO BE STRAIGHT TRUNK WITH LEADER INTACT, EXCEPT MULTI-TRUNK TREES. WHICH MAY HAVE IRREGULAR TRUNKS. ALL ROOT BALLS SHALL BE INTACT AND HAVE NO MORE 3.04 MULCHTOP-DRESSING o THAN 10% CLAY AND/OR SILT CONTENT AND BE FREE OF WEEDS. A) PROVIDE 2" (AFTER COMPACTION) LAYER OF SPECIFIED COMPOSTED MULCH ON ALL PLANTER BEDS AS A TOP- DRESSING AND p D cc C) PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE LANDSCAPE ARCHITECT AND/OR OWNER DUE TO CONDITIONS, WITHIN THE DRIP LINE OF ANY NEW PLANTING WITHIN EXISTING VEGETATION AREA. MAXIMUM DEPTH OF MULCH AT CROWN OF FORM, OR DAMAGE, BEFORE OR AFTER PLANTING. PLANTS TO BE ONE-HALF INCH. N 0 3 A) 2.02 TOPSOIL 3.05 NORTHWEST WASHINGTON COMPOST, LLC (360-563-2408) 'THREE-WAY TOPSOIL MIX" OR APPROVED EQUIVALENT. A) CLEAN o NORT PLANTING AREAS AND FINISH RAKE. WASH CLEAN ALL BUILDING AND PAVING SURFACES THAT WERE AFFECTED BY LANDSCAPE INSTALLATION. 0 2.03 LANDSCAPE FILL MATERIAL o Y 0I A) SANDY LOAM MATERIAL WITH LESS THAN 10% CLAY AND/OR SILT CONTENT AND FREE OF ROCK AND DEBRIS OVER 2" 3.06 PLANT PROTECTION • - La L C- INCH DIAMETER. A) PROTECT ALL PLANT MATERIALS, DURING TRANSPORT AND ON SITE. AGAINST HARM FROM WIND, UNUSUAL WEATHER, AND THE PUBLIC co o IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICE. SPECIAL PLANTING TECHNIQUES. DEFOLIATING, WILT PROOFING, OR SPRAY 2.04 SOIL DRAINAGE AMENDMENT MISTING MAY BE REQUIRED FOR UNSEASONABLE PLANTING ETC. .--A) SOIL DRAINAGE AMENDMENT SHALL BE 50/50 MIX OF WASHED SAND & 3/8-INCH PEA GRAVEL. B) LANDSCAPE CONTRACTOR IS LIABLE FOR DAMAGES OF LOSS OR INJURY TO EXISTING TREES AND SHRUBS RESULTING FROM THE y p CONTRACTOR'S FAILURE TO PROTECT THEM. THE JUST VALUE TO BE DETERMINED BY THE VALUATION OF LANDSCAPE TREES, 0 w C)s 2.05 COMPOSTED MULCH SHRUBS AND OTHER PLANTS, CURRENT EDITION. No. Dote By Revisions A) NORTHWEST WASHINGTON COMPOST. LLC (360-563-2408) "SUMMIT COMPOST" OR APPROVED EOUNALENT. 4.00 MAINTENANCE File no. 12-XXX 2.06 FERTILIZERS & AMENDMENTS Dote 12/10/12 A) PLANT HEALTH CARE, INC. (800-421-9051) 'TRANSPLANT SURVIVAL KIT" OR APPROVED EQUIVALENT WHICH INCLUDES 4.01 THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE DURING THE CONTRACT PERIOD FOR KEEPING ALL PLANTINGS AND WORK ENDO/ECTOMYCORRHIZAL FUNGAL INNOCULANT, 12-8-8 BIOFERT1LIZER TABLETS. BIOSTIMULANT AND TERRA-SORB PLANTING GEL. INCIDENTAL THEREOF IN GOOD CONDITION BY REPLANTING, PLANT REPLACEMENT. WATERING, WEEDING, CULTIVATING, PRUNING, Designed by EK APPLY PER MANUFACTURER'S RECOMMENDATIONS. SPRAYING, REGUYING AND OTHER NECESSARY OPERATIONS OF CARE FOR THE PROMOTION OF ROOT GROWTH AND PLANT LIFE. Drown by LX B) PLANT HEALTH CARE. INC. (800-421-9051) "COMPETE PLUS" OR APPROVED EQUIVALENT FOR RHODODENDRONS AND LANDSCAPE CONTRACTOR WILL PERFORM ABOVE MAINTENANCE DUTIES IN ALL LANDSCAPE AREAS UNTIL FINAL ACCEPTANCE BY THE MOUNTAIN LAURELS. APPLY PER MANUFACTURER'S RECOMMENDATIONS. OWNER. Checked by EX Approved by SINP C) PLANT HEALTH CARE. INC. (800-421-9051) "MYCORTREE VERTIMULCH" OR APPROVED EQUIVALENT. APPLY WITHIN DRIP LINE 4.02 PATHS, SIDEWALKS AND ALL OTHER PAVED SURFACES SHALL BE KEPT CLEAN WHEN PLANTING AND MAINTENANCE OPERATIONS ARE OF EXISTING TREES AND SHRUBS AND 10' BEYOND, IN AREAS DISTURBED BY CONSTRUCTION, PER MANUFACTURER'S IN PROGRESS. RECOMMENDATIONS. 0) PLANT HEALTH CARE, INC. (800-421-9051) 'YUCCAH WETTING AGENT" OR APPROVED EQUIVALENT. APPLY PER 4.03 VERIZON WIRELESS SELECTS NATIVE ACCLIMATED AND/OR DROUGHT TOLERANT PLANT SPECIES. PLANTINGS ARE INSTALLED ONLY DURING Date issued MANUFACTURER'S RECOMMENDATIONS. SEASONS OF LOCALLY ACCEPTED PRACTICE. IN THE EVENT OF UNFORESEEN CLIMATOLOGICAL EXTREMES, VERIZON WIRELESS WILL PROVIDE Dote ;slued for E) 10 LBS. GYPSUM (CALCIUM SULFATE) PER 1000 SQUARE FEET. MANUAL WATERING AS NEEDED. Zoning Permit F) 20 LBS. JERSEY GREENSAND , PER 1000 SQUARE FEET. Date issued for 5.00 WARRANTY Budding Permit : 3.00 EXECUTION Date issued 3.01 SOIL PREPARATION 5.01 WARRANTY MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. For Bid . A) WHERE TOPSOIL HAS BEEN REMOVED OR DISTURBED, PREPARE PLANTER BEDS AS FOLLOWS. COARSE TILL TO A DEPTH OF 12 Date issued INCHES THEN APPLY A MINIMUM OF 3 INCHES (AFTER COMPACTION) OF SPECIFIED COMPOSTED MULCH ALONG WITH THE 5.02 OWNER SHALL MAINTAIN AND IRRIGATE AS NECESSARY FOR HEALTHY PLANTS. for Construction: SPECIFIED JERSEY GREENSAND AND GYPSUM AND FINE TILL INTO THE TOP 6 INCHES OF THE SUBSOIL. THEN APPLY 6 INCHES OF SPECIFIED TOPSOIL, TO PROVIDE FOR EASE OF GRADING AND A HEALTHY TOPSOIL MEDIUM. APPLY PHC'S YUCCAH NATURAL 5.03 LANDSCAPE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR REPLACEMENT OF PLANT MATERIALS DAMAGED, OR KILLED DUE TO WETTING AGENT" OR APPROVED EQUIVALENT AS A SOIL DRENCH PER MANUFACTURER'S RECOMMENDATIONS. IF HEAVY CLAY IS POOR MAINTENANCE. Project Ftitle ENCOUNTERED, EITHER REMOVE CLAY OR TILL IN ALL OF THE FOLLOWING: 2 INCHES COMPOSTED MULCH, 2 INCHES SOIL DRAINAGE POR AMENDMENT AS SPECIFIED (50/50 MIX OF WASHED SAND & 3/8-INCH PEA GRAVEL) AND ABOVE SPECIFIED AMENDMENTS 5.04 LANDSCAPE CONTRACTOR SHALL REPLACE ANY PLANT MATERIALS THAT DIE OR APPEAR UNHEALTHY WITHIN THE WARRANTY PERIOD. TUALATIN INSTEAD OF THE 4 INCHES OF COMPOST, THEN APPLY TOPSOIL AS SPECIFIED ABOVE. REMOVE ALL DEBRIS AND ROCK OVER 2". 5.05 LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MISSING AND/OR VANDALIZED MATERIALS UNTIL THE PROJECT RECEIVES A TAX LOT #W262492 3.02 PLANTING, GUYING AND STAKING (PER DETAILS AND AS FOLLOWS). FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT AND/OR OWNER. 6975 Sw SANDBURC ST. A) PLANT ONLY DURING SEASONS OF LOCALLY ACCEPTED PRACTICE. TIGARD, OR 97223 B) CROWN OF PLANT SHALL BE SLIGHTLY HIGHER, AFTER SETTING, THAN ADJACENT SOIL. C) LAYOUT ALL MASS PLANTINGS PER DETAIL AND MAINTAIN A 2' CLEARANCE FOR CAR OVERHANG AND FROM PAVING, WALLS, CURBS AND PROPERTY LINES. Sheet title LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS 22X34 SCALE: NTS 4 LI e0 11017 SCALE: NTS • • ADJACENT ZONING: ADJACENT ZONING: j ZONE: C—P ZONE: C—P (PROFESSIONAL COMMERCIAL) (PROFESSIONAL COMMERCIAL) /y/ , F ' BUILONIG . / Drowings Produced By: 1 i' ' '�'` "f I ��, GPA ���`� ,' 1 ARCHITECTS tic ,,' , �// ' ��/!/ , 1 1 ��� 27911YW Vaugh.,Suite 76! u_.u_ �.; ♦� /// / Portland,OR 97110 \ JJJ I j \` �/j• jl L_1 \ EXISTING \ \♦ jj I PARKING ♦\. ._) 1 SITE ZONING; , ZONE: C—P (PROFESSIONAL COMMERCIAL) JURISDICTION: CRY OF TIGARD \ w do co cr. ADJACENT ZONING; , _ ... ( e;'-immiwirmwmm=lrw, s ZONE: I—P (INDUSTRIAL PARK) ' ♦ 1 N m W 0 JURISDICTION: CITY OF TIGARD I `\\ m r Aft UTILITY ROUTING PLAN to N / \♦♦ ® N m cr ROUTE OF SITE ACCESS j 6UI / \♦ C W U L 1 / , o co I1 -- - -- ---------__-__-__---1� No. Dote By Revisions �_ _# . File no. 12—)09f ADJACENT ZONING: ADJACENT ZONING; Date 1 /1,/14 ZONE: I—P (INDUSTRIAL PARK) ZONE: C—P (PROFESSIONAL COMMERCIAL) , JURISDICTION: CITY OF TIGARD JURISDICTION: CITY OF TIGARD Desgned by DC Drawn by w Checked by ID �� A BUILDING EXISTING � BUILDING , Dote Issued for BUILDING zoning pe rn t gym''` GG4- >>� �j Dote for / Building Permit : V Dote issued V _,,''' +/ / for 81d• I ✓� / j Dote issued • EXISTING for Construction ///� BUILDING /• I �� / Project title / POR TUALATIN '. / TAX LOT/1262492 6975 SW SANDBURG ST. / -- ____ __ _..._ _�•� ` TIGARD. OR 97223 SW SANDBURG STREET Sheet title N OVERALL e , ADJACENT ZONING; ZONE: I—P (INDUSTRIAL PARK) \ SITE PLAN ` JURISDICTION: CITY OF TIGARD .___ Sheet no. 22:34 SCALE: 1' — 40.—O' A1 .0 OVERALL SITE PLAN - 1107 SCALE ,. , 80.-0. 11 1 \ •,, • • I •• 77 \ \1 • Y@I� Pwireless •1 \ /� •\\ • / \\ \ • • • \\ \ Drawings Produced By: \\ •\ V \ •♦\ GPA ARCHITECTS LLC 2701 �0site 764: land,Vaughn,1 \ \ 503-274-7800 \ ♦• \ • t. V \ \ �1 \ wt%rt \\\ V , \ ..ik POIMI010.001000 \ \\ EXISTING \ • APPLETON TO • •• BE REMOVE • \ ‘ 7 EXISTING VERIZON \ ♦ v'i JUNCTION WIRELESS EQUIPMENT • w U a.!! LOCATED ON • / `\ ROOFTOP \\ .' •• o v • Lai m D ix \ \ ♦• of tit I i \\ — i \ °m �3 I \ / \ l y� tr C W Uli• I EXISTING • r °D „�. PARKING • \,4.) in EXISTING \�- .j ' • \ BUILDING -.-- • •% Y e Gs1 \ W UK I EXIST. STORMS\� \- No. Dote By Revisions DRAIN `l) ••\ File no. 12-1001 I ...._.. EXIST. WATER ',� •• Dote 12/11/12 ! • METER 7 •• Desyned by Eff • \ Drown by W Checked by IX ••\ Approved by 511 IVERIZON WIRELESS •• Dote issued PROJECT AREA. SEE j \ Date issued for /1' Zoning Per nit ‘\::\\. ���((( Date isaued for _ •\ Building Permit � _._ '- Dote issued :� EXIST. %� ll'�r \ �7 ♦• for Bid •� TRANSFORMER 11111 Date issued _ / for Construction: �` �� d�l�ll \ NEW ROUTE OF POWER +\ ,^. r. ) TO EXIST. CONDUIT AT \• I 111 r;r / \ Project title • BUILDING Q \\-•- J ti j * 1.— ..r1 ,� POR rf NiralY .. ...../7‘.\\ ,—..... .I, 1 : . \ Ij II TUALATIN ---------------- -----_ ,e— G _= � T_ 4'1=T�T=99 . ' K lrr:;.7." anf7}. TM,ARD. OR 97223 r rr ,_ .r, � .yr . ��!!i2'' AI( L .W262492 6975 SW SANDBURC r r j ♦• PROPERTY LINE ----- -- -----------�-_'tea+ ---r,---------- EXISTING NATURAL GAS METER -----� • _ -. Sheet title • EXISTING EXHAUST VAULT N UTILITY NEW NATURAL GAS METER CONFIRM ROUTING PLAN LOCATION WITH MECHANICAL ENGINEER Sheet no. : UTILITY ROUTING PLAN 22 SC 1V 20.-0 I Al .1 . LANDSCAPING NOTES: , . 1. ALL NEW LANDSCAPING IS DROUGHT RESISTANT AND THEREFORE REQUIRES NO DEDICATED IRRIGATION. ,< verl wireless 2. FURNISH CONTAINERIZED WATER IN THE FOLLOWING AMOUNTS: / 1 GALLON: 3 QUARTS PLANT 5 GALLON: 5 QUARTS PLANT EXISTING PARKING I ' 2" CALIP. TREE: 10-12 QUARTS / PLANT (BASE ELEV. +0') ` 3. CONTRACTOR SHALL INSPECT TUBES 30 DAYS AFTER INSTAL- 1 Drawings Produced By: LATION AND EVERY 15 DAYS UNTIL FINAL ACCEPTANCE OF WORK. REPLACE WATER GEL PACKS AS NEEDED DURING INSPECTIONS. 4. CONTRACTOR SHOULD INSPECT TUBES EVERY 30 DAYS AND DRIPLINE OF TREE, APPROX 19' RADIUS -11 l+pA REPLACE GEL PACKS AS NEEDED DURING DRY WEATHER FOR AT © NEW 6' HIGH HEDGE TO ARCHITECTS LLC LEAST ONE COMPLETE YEAR INCLUDING THE FIRST COMPLETE VP MATCH EXISTING ., 2701 NW Vaughn,Suite 764 SEASON AFTER INSTALLATION. 5 3-274-7 00 47210 503-274-7800 EXISTING 16" DIA DECIDUOUS SEE CONCRETE PAD, r TREE TO REMAIN EXISTING 6' DIA SHRUB EXISTING 6" CURB . 1 TO BE REMOVED I r><if& /..""""ifN ".''71/* — ,..Z•••••••••••••••••••••••••••••••••••••••••• ••.;••••••• •"" • •••• •::........... 4,..S., bi (14a 4Palat:7101 liffi 4, ''''.. .V-, ...!, i „ ‘ \,./ t. ../..., ,/,....„ .2„,_ `4 1, . , / .........._.., c4,_ ,CX X Xk-��C x x x X . X II� 1• - N. / �\ ` \ / , 11 �"^ NEW LOCATION OF nr / \ I I I I a EXISTING SIGN \ N gi •/J� I x ..x I - M ceo •(i s....../ ,/ ,,,,,,. I Ul i- f j %VERIZON WIRELESS x n °m # 10'x15' LEASE AREA v� ° �� 6'-0" CHAINLINK FENCE Ki/;:_____FII:5( --' ° xI ° �� \ ;.....1� (NO BARBED WIRE) J< iiiiTg W c I \\ g / SHRUB TO REMAIN t� W U Or• 'f' I !x I \ i No. Date B1' Revisions 2+ I g F le 1$-XIOt d a ' I // Date 12/14/12 SIM a 4'-6" WIDE MANDATE I ® //GRAVEL AREA x N /// Designed by DI Desi ® ' 0. / •. - Drawn by W SPRINKLER HEAD TO BE RELOCATED ' // Checked by DC // X X X/ X X -e-X X X X X X■ O. \ \ /\ RELOCATED IGBY TO CONTRACTOR Approved by �! 2'-6" 11.-0 — — -- - Dote issued / ' Dote issued for / Zoning Permit 14'-O" -2' Dote issued for / Building Permit : NEW ROUTE OF POWER AND GAS Dote issued for Bid / NV SEE ALSO MECHANICAL y/ Q Cf Dote issued / /_ for Construction: Q -3' -4' t - l ,. Project title Q POR / TUALATIN / Q -5. 6975 LOT 75 SW SANDBURG 69URG ST. TIGARD, OR 97223 // Sheet t■tie . • csir5 / NoTES: 04' ENLARGED / Q / 1. RELOCATE SPRINKLERS & LINES AS REQ. SITE PLAN 2. SLOPE NOT TO EXCEED 2:1 4 � /Q/ Sheet ,o. • ENLARGED SITE PLAN 2204 SCALE: 3/4" = 1'-0" I A Al .2 11x17 SCALE: 3/9" = 1.-0" 1 vepwireless KATOLIGHT 60kW NATURAL ..�.` GAS GENERATOR . :: ..,..N ` . ... .♦❖„ �'t Drawings Produced By \ I 012 l ►••••••••O •••••• . . GPA ►••.•••♦ 40 4'1 � ARCHITECTS LLC ' %1/4. A �•••••♦ ���♦ 2701 NW Vaugbx,Suite 764 •••• •• •• ,0 1•• Portlax4 OR 97210 ali. 503-274-7800 o ! �� Si !►��j ° is if) 4(4) 5/8'0 CONCRETE ��•�•��,••• � ►�•��•♦ � o I `ti ANCHORS, EMBED 4-3/4' ® ® i ii„ •••�•�•�•�j ® ►�•�•�• ��•� �) 3'4" CHAMFER ALL EDGES PARKING AREA � ����..�j" �. ������• '�,�; 1, 6" OF r MINUS GRAVEL .�,�� �� ��������_. .„.„,,,,._..OR MATCH EXISTING _ _ \ " '� _ ��������♦� q 4•„4. \/\' ° a ° a /\1 4 I a e �������-_ N COMPACTED NATIVE BACKFlLL%\/\/ a d d °^ ° %\\/\/\ N (5) #5 TOP BOTTOM \ /\ . a a d -.•-,�� _� lo/ / j� \/j �/j / �/ (8) /5 TOP & BOTTO / / /\/\/\/\/\/\/\/\/\/\/\/ wJ #5 AT 12” OC EACH WAY i� \ \/� /�\\\\%\\/\\\\\/\\\/\\\ \/\\\/\\//\\\�\/�.\��\� N WITH 3" CLEAR TOP AND BOT. 4\//,\//,\//,\//\/A /,',, , \/�\//,\//,\/A .. , ///// //�///�//i,\//��/�/NOTE: N 2 w0 LZ VERIFY PLACEMENT OF ALL STUB-UPS PRIOR TO CASTING SLAB o w j .- 01cn GENERATOR DETAIL (SIDE ELEVATION #1) �"" 3/ ■ - 1 GENERATOR DETAIL (SIDE ELEVATION #2) 22%34 SCALE 3/4-■ - 12 N 0 ce a nxn SCALE: 3/6• - 1'-0• 22%34 SCALE 3/6'- r-o• co NOTE: II o., • o CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER INSIDE< • >OUTSIDE o OF DISCREPANCIES, IF FOUND, AND CONTACT ENGINEER FOR DIRECTION. o• w col 4 '1/7 X711��7/7//7/7l7//7Zff/A 7�7/7/7/7/7l7lff/7l///4//// /7/7/ff7/f7z/zfff/i/7/-/-47/7/�i� 8 y \ INTERCEPT EXISTING u`1 r EXIST. INTEGRATED EXIST. FEEDER WHERE IT X. TVSS-MECHANICALLY AC FAIL REMOVE & ENTERS EQUIPMENT MATCH EXISTING RNISH INTERLOCKED BREAKERS RELAY RECONNECT EXISTING ROOM AND RE-ROUTE SURFACE o w O z AND SERVICE PANEL AS SHOWN TO NEW ATS No. Dote By Revisions X 120/208V. 3PH, 4W �� COMPACTED BACK Fill Fie no. 14-K10L �// 1 EXISTING 3PH GEN PLUG 90% COMPACTION) Dot. 12/11/12 7 7/1'/71>`////fff� ////7/7 717`7`7`/ 0200A/3P0 TO BE REMOVED. USE BOX (�� AS J-BOX AND CONNECT '//i IIII / // \x�J//�^`' ell TO EXISTING FEEDERS TO ? �-UNDISTURBED SOIL Designed by EK V 9 ITVSS� �TVSS EQUIPMENT ROOM \\ Drown by W WARNING TAPE Checked by EK 2 1/2" C WITH � r � \ Approved by 91M 200A/3P ---�200A/3P ELECT. ROOM 4 4/0 AWG, P I SAND BACKFILL • • �1; #6 AWG, G I I,1 1 C I\ /� GAS PIPING, SIZE Dote issued for 1NEW ATS-3PH f , -_ /� PER MECHANICAL zoning Pere it NEW GENSET-3PH / Date issued for o-� •0 0 • — - Building Permit : 2/...........\00A/3P Dot, issued • • 0. 011.1111111 Date issued 2 1/2" C WITH 2O0A/3P 0 • for Construction: • EXISTING EXISTING (4 4/0 AWG, P lb 4" SAND BEDDING (1) 2" DIA & (3) 1' DIA CIRCUITS • 0 CIRCUITS 11) #6 AWG, G MIN. HEDULE PVC CONDUITS, VERIFY SC / MANUFACTURER Protect title PRIOR TO W INSTALUI40 TION POR cn • • 0, rr TUALATIN 'REMOTE!II TAX LOT /W262492 NEW 2OA 2OA START U 1" C WITH 6975 SW S 4DBURG ST. BREAKERS (5) #14 AWG, C TIGARD, OR 97223 (TYP. 2) • • o-_ EXIST. EQUIP. ROOM CALL BEFORE YOU DIG!! ALARM 1" C WITH BLOCK PULL CORD Sheet title NATIONAL UTILITY GENERATOR EQUIPMENT ROOM ci 1' C WITH NOTIFICATION CENTER NOTE: ELEVATIONS & 2) 12 AWG• P CALL TOLL FREE GAS UNE REQUIRES 12" MINIMUM \ \ 2i 12 AWG,12 AWG, G G '�v, DIAL 611 SEPARATION FROM ALL OTHER UTILITIES DETAILS Sheet no : ONE LINE DIAGRAM 120/208V, 3PH, 4W 1 E 3 TRENCH DETAIL 22X34 - o: X 1/2" 4 A2.0 10'-O" �� PER PLAN l' /-TOP RAIL Ve/7pwireless •--.q ,..--rev--"•---.. • .."•"--. i •�•�.. -.-i• -•_,*- - -*-4" i•i•�•. " " ••••••••••-4 _ Ti •.. .'•• • ••• •i i`: • REV DATE DESCRIPTION BY GENERAL NOTES UTILITY CONTACT ' A 17SEP08 CD REVIEW KHT A. NATURAL GAS PIPING SHALL BE POLYETHYLENE BELOW GRADE AND NATURAL GAS o o9ocTOa CD FINAL KHT SCHEDULE 40 BLACK IRON ABOVE GRADE. NW NATURAL CALL 503.226.421 1, EXTENSION 2360 OR 2364, FOR SERVICE 1 I8OECI2 REISSUE CD FINAL KHT B. FOR TRENCHING SEE 4/A2.0. INSTALLATION C. DESIGN SHOWN BASED ON MTU GENERATOR MODEL 50-GC6NLT1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CAREFULLY COORDINATE NOTIFY ENGINEER IF DIFFERENT MODEL OF GENERATOR IS ALL ASPECTS OF SERVICE WITH THE RESPECTIVE UTILITY COMPANIES. PROVIDED. , D. ALL WORK AND MATERIALS SHALL CONFORM TO APPLICABLE LEGEND CODES, REGULATORY AGENCIES, AND STANDARDS, INCLUDING BUT ernwireless NOT NECESSARILY LIMITED TO IBC, IMC, IPC, IFC, NEC, OSHA, G G NATURAL GAS (ABOVE GRADE) NFPA, ETC. INFORM CONSTRUCTION MANAGER OF CONFLICTS PRIOR 5430 NE 122nd AVENUE TO BID. WHERE TWO CODES OR STANDARDS DIFFER, THE MORE - G G NATURAL GAS (BELOW GRADE) PORTLAND,OREGON 97230 STRICT OF THE TWO SHALL BE FOLLOWED. 503.408.3400 I I E. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS, ELBOWS, TURNS, EXISTING CONDITIONS, ETC. CONTRACTOR GAS CONNECTION SCHEDULE POR TUALATIN 1 IS RESPONSIBLE TO VERIFY ALL DRAWINGS, INSTALLATION - - CONDITIONED AND COORDINATE WITH OTHER TRADES AS REQUIRED. DESCRIPTION LOCATION LOAD INPUT EQUIPMENT TAX LOT #W262492 PROVIDE ADDITIONAL BENDS AND OFFSETS REQUIRED FOR CONNECTION SIZE 2975 SW SANDBURG ST. COMPLETE INSTALLATION AT NO ADDITIONAL COST TO PROJECT. PARKING GENERATOR LOT 600 MBH 1 -1/2" TIGARD, OR 97223 F. ALL WORK SHALL BE DONE IN FIRST CLASS, WORKMANLIKE - MANNER. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND CONFORM TO ALL CURRENT CODES AND APPROVAL PIPE SIZE MBI-t I AGENCIES HAVING JURISDICTION. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 1/2" 279 AND RECOMMENDATIONS. PERFORM ALL LUBRICATION 3/4" 583 96,53W REQUIREMENTS PRIOR TO STARTING EQUIPMENT. Men 8outesa E 1" 1,040 RAV suit.107 t Oe.t. 07 e9on 97005 G. CUT WALL FOR PROPER EQUIPMENT, DUCT OR PIPE INSTALLATION. Phone:(503)2szs000 ENGINEERING,INC. F.X MT/7)-39 6 FILL HOLES WHICH ARE CUT OVERSIZE SO THAT A TIGHT FIT IS �„eti.. �t.ar.t.eeo�,ttar E-mat twe094meCm OBTAINED AROUND OBJECTS PASSING THROUGH. PATCH AND SEAL PIPE SIZING BASED ON 2 PSIG DELIVERY, 2009 NFPA 54 TABLE Protect No: 229.1079.001 Contact KRISTIN TRONE FINISHED TO MATCH NEW OR EXISTING FINISHES. 6.2(c) 215' TOTAL DEVELOPED LENGTH. H. ALL ROOF PENETRATIONS SHALL BE SEALED WATERTIGHT. a�,0 PROF I. CONTROLS AND WIRING SHALL MEET ALL ELECTRICAL v4,0Ns,*/3, REQUIREMENTS OF APPLICABLE ELECTRICAL SPECIFICATIONS AND c� f;3� 7, REQUIREMENTS OF OWNER, BUILDING OFFICIALS AND EQUIPMENT FROM TEST PORT lit / � .SUPPLIERS OF EQUIPMENT INSTALLED ON PROJECT. METERS II I-- TO GENERATOR ()REGO • j (FLEX PIPING --y J. ELECTRIC MOTORS SHALL HAVE BUILT-IN THERMAL OVERLOAD Rcy>>,2``‘ GAS COCK 7 r1 I� II LAST 12 INCHES) ?� S y PROTECTION OR BE PROTECTED EXTERNALLY WITH SEPARATE WITHIN 6' OF z 4Rk D J4N� ;ZJt It THERMAL OVERLOAD DEVICES, WITH LOW-VOLTAGE RELEASE OR - GAS PRESSURE REGULATOR LOCK OUT AS REQUIRED. GENERATOR 6/30/13 ' u VENT IF REQUIRED K. ALL NEW EQUIPMENT, PIPING, CONDUIT, AND DUCTWORK SHALL BE DIRT LEG DRAWING FILE INSTALLED PER IBC SEISMIC REQUIREMENTS. WF:\229\1079\001\DWG\P01 L. MAINTAIN CODE REQUIRED AND MANUFACTURER RECOMMENDED Mph GAS CONNECTION DETAIL PLUMBING SHEET TITLE CLEARANCES AROUND ALL EQUIPMENT. NOT TO SCALE SCHEDULE SHEET NUMBER P01 . REV DATE DESCRIPTION BY A 17SEP08 CO REVIEW KHT 0 090CT06 CD FINAL KHT 1 18DEC12 REISSUE CD FINAL KHT /// \ V \ Verwireless \ 5430 NE 122nd AVENUE 0 ■ ■ PORTLAND,OREGON 97230 ' 503.408.3400 PO R TUALATI N \ TAX LOT #W262492 0 \ 2975 SW SANDBURG ST. TIGARD, OR 97223 \ 00 \ \ REAIV e6h1 s s:w Aran eeuA.r.rd Suitt 101 Pne en (60.�292 000 9WS \ ENGINEERING.INC. Far (534726-3326 Tnp►wer/g M.y'at d 6e6Men' Erna*nKnggrnergcom _ .. �___'_ \ Project No: 229.1070.001 Contact KRISTIN TRONE GENERATOR, SEE d - 7 r VI PROFF sr `,�I� G 1 N t / 4107/NEW GAS •� �� '�+P y METER � zo $ 9 I _ GREG, EXISTING - - __ � �9 ,. _ _ .._ -..- - - GAS_- METER�_� - - _ Y _ G / _ / / / _G/ _/ ^/G, / f / G - - -__GI_ / _ /_/ _ �� i1I, '. �, - - - -- - -- '9RK D. SOOti GJic/rr 1 G I EXPIRES 6/30/13 I DRAWING FILE 1 SITE PLAN- PLUMBING a WF:\229\901\001\DWO\P02 P02 SCALE: 1"=201-0" SHEET TITLE PLUMBING SITE PLAN SHEET NUMBER P02 SMM PTB 1PB-1000 - industrial parts booth t��GCta bilrota ` Pi 64-- is ` 1 -/- f 1 4 no /J t J 1� 2 3 2012 MAY - 4rd gt;4> r -*-r.--** * * * * * ** * . *• k**. .i 0 CARD • L U - BUILDING NLS1pN 800-45'1-2425 1979 Home Who we Shopping Financing & Your are Cart Pay Methods Account Cci Ea: I3 PAINT BOOTHS!FRAME MACHINES I POWDER COATING SYSTEM 3 SEARCH HER: Paint Booths / Spray Booths Translate: HIM 1111 » Paint Booth Index I _ r. MATCH • f All Words A INDUSTRIAL PARTS BOOTH Item ID:SMM PTB IPB-1000 SORT BY I Bestselling li EDP:25028 Weight: 1,600.00 lbs. Price: $3,999.00 Plus Freight Quantity: 171- lerEEM k ` • CATALO e Risque_ t .J ,..A110.. „ CtlL'K ifCKC NOW! YOUR PRODUCTS , . likbo.„.., • SMM PTB IPB-1000 i O16„ PRODUCT Nx , 1;. IIII ` NEW ITEMS i APECIALS AIR AND SHOP TOOL ACCESSORIES .i III AIR COMPRESSORS AIR DRYERS ALIGNMENT SYSTEMS ANCHOR POTS BATTERY CHARGERS m` "w PARTS BOOTH BODY SHOP HOISTS IPB-1000 BODY SHOP LIFTS BODY SHOP SUPPLIES BODY TOOLS AIR/ELECTRIC 10'8"long x 9'9"wide x 7'high—interior dimensions •CHAINS/CHAIN ASSEMBLIES CLAMPS AND PULLING EQUIPMENT *.•13'long x 10'wide x 7'2"high—exterior dimensions DENT REMOVAL EQUIPMENT •4'9"wide x 6'101/2"high entrance door with filters DUST COLLECTORS •24"UL approved Dayton fan with 3-phase-2 hp motor with belts,pullies and sheave @ 7,800 ENGINE STANDS CFM FILTERS,PAINT BOOTHS •All 18 gauge steel construction panels FRAME MACHINES •All hardware,fasteners and sealants FRESH AIR SYSTEMS •16—20"x 20"x 1"filters(includes those in door) HAND AND SPECIALTY TOOLS •2—48"4-tube light fixture w/clear tempered glass HYDRAULIC EQUIPMENT •16—20"x 25"x 2"cabinet filters INFRA-RED DRYERS JACKS •Draft gauge LIFTS •Assembly instructions/permit package MEASURING EQUIPMENT MO-CLAMPS Optional Features: ;t.111-A III MOTORCYLE LIFTS **Single phase motor for 2 hp motor _ PAINT BOOTHS ✓ 24"x 16'exhaust package `. PAINT BOOTHS,FILTERS Additional light fixture and glass '. 00110111111111111MO PAINT BOOTHS,MIXING ROOMS Additional 24"length IN STOCK PAINT GUNS Additional 44"length READY TO SHIP PAINT SHAKERS POWDER COATING SYSTEMS POWDER COATING COLORS PORTO-POWERS POST PULLERS ETL Listing available, click for details PRESSURE WASHERS • RIVET SYSTEMS AND RIVETS ROTISSERIES 4otte.A lO "t( I'? el, 4.. Sf http://www.toolsusa.com/asp/item_detail.asp?T 1=SMM+PTB+IPB-1000&GENB=pb&UID= 5/1/2009 GRAINGER I I Fan, Tubeaxial, 24 In Tubeaxial Fan, Belt Drive With Drive Package, Propeller Dia 24 In, CFM @ 0.000-In SP 9112, @ 0.125-In SP 8856, Sones @ 0.250-In SP © 5 Ft 43, Max Inlet Temp 200 Deg F, Voltage 208-230/460, 60 Hz, 3 Phase, Motor HP 2, Fan RPM 1688, Bearing Type Ball, Height 37 1/4 In, Width 26 7/8 In, Max Depth 18 In, Inlet Dia 24 7/16 In, Outlet Dia 24 7/16 In, Mounting Position Vertical/Horizontal, Housing Material Steel, Housing Finish Acrylic Epoxy, Includes Belt guard Grainger Item # 7F831 Price (ea.) $1,488.00 Brand DAYTON Mfr. Model# 7F831 Ship Qty. 1 Sell Qty. (Will-Call) 1 Ship Weight (lbs.) 145.24 Usually Ships Today Catalog Page No. 4226 Prince shown may not reflect your price.Log n or register. Additional Info • Belt-Drive Tubeaxial Fans • Streamlined belt tunnel ventilates the drive compartment with air from outside the fan. Steel housing is iron phosphate-processed for rust protection; acrylic epoxy paint finish. Factory installed cast-iron sheave is assembled on fan shaft. Motors and belts are packed separately when complete fan with drive package is ordered. • Mount vertical or horizontal • Permanently lubricated ball bearings • Max.inlet air temp..200°F • Max.ambient:104'F • Precision-balanced.spark-resistant aluminum propellers • Belt guards • AMCA Type B spark-resistant propellers 199-0401-86) • Optional companion flanges are sold in pairs Tech Specs • Item:Tubeaxiat Fan • Type:Belt Drive With Drive Package • Propeller Dia.(In.):24 • CFM @ 0.0004n.SP:9112 • CFM @ 0.125-In.SP:8856 • CFM 0.250-In.SP:8573 • CFM @ 0.500-In.SP:7983 • • CFM @ 0.750-In.SP:7290 • CFM t 1.000-In.SP:6445 • Sones @ 0.250-In.SP @ 5 Ft.:43 • Max.Inlet Temp.(Deg.F):200 • Max.Ambient Temp.(F):104 • Voltage:208-230/460 • Hz:60 • Phase:3 • Full Load Amps:6.0-5.4/2.7 • Motor HP:2 • Motor Type:Three Phase • Motor Enclosure:Totally Enclosed Fan Cooled • Max.BHP:1.98 • Motor RPM:1735 • Fan RPM:1688 • Bearing Type:Ball • Shaft Dia.(In.):1 • Height(In.):37-1/4 • Width(In.):26-7/8 • Max.Depth(In.):18 • Housing Dia.w/Mtg.Flange:27 • Housing Dia.w/o Mtg.Flange:24-5/16 • Inlet Dia.(In.):24-7/16 • Outlet Dia.(In.):24-7/16 • Max.Motor Height(In.):10 • Bolt Circle Dia.(In.):25-3/4 • Mounting Position:Vertical/Horizontal • Housing Material:Steel • Housing Finish:Acrylic Epoxy • Propeller Material:Spark Resistant Aluminum • Number of Blades:6 • Replacement Fan Blade Stock No.:4C664 • Companion Flange Stock No.:3C436 • Agency Compliance:AMCA • • Includes:Belt guard Notes&Restrictions • Note:These fans cannot be used if the environment surrounding them is not always free of flammable gases,vapors,or liquids;combustible dust:or ignitable fibers or flyings.Installation must comply with all local and national safety codes including the National Electrical Code(NEC)and the National Fire Protection Act (NFPA).OSHA complying guards are required when fan is installed within 8 ft.of floor or working level,or within reach of personnel.Review OSHA Codes and UL Standards. MSDS This item does not require a Material Safety Data Sheet(MSDS). Required Accessories There are currently no required accessories for this item. Optional Accessories Flange,24In,Pr Item 4:3C436 Brand:DAYTON Usually Ships:Today Price(ea):$104.80 Fan Guard,For Use With 4TM85 and 3C411 0 Item 4:3DNY3 Brand:DAYTON Usually Ships:1-3 Days Price(ea):$131.55 Alternate Products Fan,Tubeaxial,24 In Item U:7F834 Brand:DAYTON Usually Ships:Today Prig(at):$1,810.00 Fan,Tubeaxlal,24 In tit Item 4:7F832 Brand:DAYTON Usually Ships:Today Price(ea):$1.542.00 Repair Parts A Repair Part may be available for this item.Visit our Repair Parts Center or contact your local branch for more information. T T 229H SERIES DATE: PROJECT MGR_ JOB: —� �-' GENERAL INDUSTRIAL LIGHTING CAT#: • TYPE: 0 ownwPol'° PAINTBOOTH O - - VAPOR O DUST VAPOR ® •�yy WET ,spy. DAMP MARINE EXPLOSION O PROOF DESCRIPTION ... '.i, :.•a:, q.R*At3�T2?' ..'!ilY+4C 1i'L ,�t-- s'.yc;" HID $� Fabricated from prepainted cold rolled steel,the Series 229H is ideal for a variety of industrial lighting needs.A unique hinged ballast cover provides easy access to internal wiring and ballast for installation or service without the need to remove lamps. The Series 229H uses a 5 Ft. 3-wire whip which reduces installation time by not having to open the INSPECTION Q fixture.Available in T12, 18, T8H0, or T5H0 lamps. PORTABLE AO SPECIFICATIONS LIGHTING MOUNTING 11 LISTINGS: UL1598 C US I tOMETar FEATURES: Heavy Duty open industrial fixture. Ins 13 Hinged ballast plate allows for the fixture to be tamped prior to installation. s Sturdy 20-gauge steel with durable prepainted white enamel finish. INFO l4 ELECTRICAL: Utilizes 32,40,44,and 54 Watt 4 lamps. Available in Universal, 120,277 and 347 Volt electronic ballasts. (Other voltages available, consult factory) ASK THE 3 EXPERT APPLICATIONS: General Lighting OPTIONS: All Options Ordered Separately Al Pattern 12 acrylic diffuser available in 32W T8 only. WG:Zinc plated wire guard PC: Post Painted Polyester White Powder Coat Paint EM: Emergency Battery Backup Ballast 120 or 277V MUST SPECIFY 2 or 3 Lamp options. Installed lamps(lamps sold separately) • MOUNTING KITS-Ordered Separately Chain Hanging Kit-#3218 WG:Zinc plated wire guard option www.ldpi-inc.com LOPr is a registered trademark of LOPI,Inc.0 2008 LDPI,Inc. 1.1 229H SERIES LDjtel. GENERAL INDUSTRIAL LIGHTING PART NUMBERS O - SERIES LAMP TYPE LAMP WY VOLTAGE OPTIONS O PNNTBOOTH I I v I s7 229H APODu T5H0 I4L BLANK 1 120-277:120-277 Volt T8* 3L:3 lamp (T5H0&T8 ONLY) T8H0 2L:2 lamp 120:120 Volt WG:Zinc plated wire guard ® VAPOR T12 277:277 Volt A:Pattern 12 acrylic diffuser" 347-480;347-480 Von EM:Emergency battery wET (T5H0 ONLY) back up ballast O DAMP PC:Powder coat paint-white "Diffuser is only available in 32W T8 © MARINE NE LAMPS SOW SEPARATELY (Multiple voltages available,consult factory) �rosfor Normally stocked fixture (Consult OO PROOF ( factory for lead time on non-stock products.) CAN SHIP VIA UPS O HID DIMENSIONS O INSPECTION O PORTABLE i 10 LIGHTING - r 11 MOUNTING 48 1/4"nominal PHOTObEfRY . t: LAMPS 13 BALLASTS 4. /*. 14 INFO 4 1 to 15 CUSTOM / K H E © ASEXPERT T Ballast plate is hinged for easy access •%tip Not Shown MOUNTING-ORDERED SEPARATELY PN:3218 Chain hang kit 24'Chain Piece (Qty.2) Chain Hanger Bracket(Qty.2) 229H Light Fixture 1.2 II MOUNTING FOR LDPI, INC. FIXTURES 229H Series PN: 3218 Chain hang kit TAW 0 PAINTBOOTH O 24"Chain Piece(Qty.2) VAPOR Q DUST VAPOR Chair Harr Bracket(Qty.2) _ •` DAMP i MARtNE EXPLOSION O PROOF 229H Light Fixture HID INSPECTION PORTABLE LIGHTING iD PHOmm6EIRY LAIpS 13 BALLASTS INFO 14 CUSTOM Q ASK THE 16 EXPERT www.idpi•inc.com LDPI"Is a registered trademark of LDPI.Inc.®2008 LDPI.Inc. 11.1 F' Sy1-pm November 1, 2009 STATEMENT OF COMPLIANCE EPA TEST METHOD REQUIREMENT as found in 40CFR63,Subpart HHHIHHH (6H) Recent legislation by the EPA applying to surface coating applications require that overspray collection filters used in paint spray booths meet a 98% capture rate under certain test parameters as outlined below in the actual EPA finding: (i)All spray booths,preparation stations, and mobile enclosures must be fitted with a type of filter technology that is demonstrated to achieve at least 98-percent capture of paint overspray. The procedure used to demonstrate filter efficiency must be consistent with the American Society of Heating, Refrigerating, and Air-Conditioning Engineers (ASHRAE)Method 52.1, "Gravimetric and Dust-Spot Procedures for Testing Air-Cleaning Devices Used in General Ventilation for Removing Particulate Matter, June 4, 1992" (incorporated by reference, see §63.14 of subpart A of this part). The test coating for measuring filter efficiency shall be a high solids bake enamel delivered at a rate of at least 135 grams per minute from a conventional (non-HVLP)air-atomized spray gun operating at 40 pounds per square inch (psi)air pressure; the air flow rate across the filter shall be 150 feet per minute. Owners and operators may use published filter efficiency data provided by filter vendors to demonstrate compliance with this requirement and are not required to perform this measurement. The following products distributed by Filter Systems meet this requirement: TYPE PA14- Fiberglass Exhaust Media 15 gram weight TYPE PA22- Fiberglass Exhaust Media 22 gram weight TYPE SG 15- Fiberglass Exhaust Media with synthetic backing 15 gram weight TYPE SG32- Fiberglass Exhaust Media with synthetic backing 32 gram weight ***Test sheets are available upon request Paint Overspray Arrestor Brand/Model: Purolator D95084415.DMK80-4404,and PB2424 TABLE 1. EXISTING SOURCES*: LIQUID-PHASE CHALLENGE AEROSOL PARTICLES Aerodynamic particle Filtration efficiency Filtration efficiency diameter range,pm requirement,% achieved,% >5.7 >90 >99 >4.1 >50 >99 >2.2 > 10 >99 TABLE 2. EXISTING SOURCES*: SOLID-PHASE CHALLENGE AEROSOL PARTICLES Aerodynamic particle Filtration efficiency Filtration efficiency diameter range,pm requirement,% achieved, >8.1 >90 >99 >5.0 >50 >99 >2.6 > 10 >99 TABLE 3. NEW SOURCES*: LIQUID-PHASE CHALLENGE AEROSOL PARTICLES Aerodynamic particle Filtration efficiency Filtration efficiency diameter range,pm requirement,% achieved, >2.0 >95 >99 > 1.0 >80 97 >0.42 >65 90 TABLE 4. NEW SOURCES*: SOLID-PHASE CHALLENGE AEROSOL PARTICLES Aerodynamic particle Filtration efficiency Filtration efficiency diameter range,pm requirement,% achieved,% >2.5 >95 >99 > 1.1 >85 99 >0.70 >75 98 sA new source is any affected source that commenced construction after October 29, 1996. An existing source is any affected source that is not new. vi GOYEN QA & QAJ SERIES Aluminum Body 2 WAY SOLENOID VALVES Normally Closed • 1/2" N.P.T. .0 Description: Coil Enclosures: Basic Valve Style ' Internal Pilot Operated valves that feature Refer to reverse side. Aluminum Bodies and"Q"Series coils for ors use in air and nonhazardous gas applica- Standard Voltages: tions, as a less expensive alternate to the 24, 110,220 volts, AC, SOHz BA & BAJ Series valves. , 24, 120,208,240 volts, AC,60Hz 12,24,32, 110,220 volts, DC Applications: i« Combustion Systems, Vacuum Forming, Standard Coil: � , Collating, Spray Booths, Suction Lines. Continuous Duty molded Class A with 6 *- ` ~` UNC Screw Terminals and Junction-Box Operation: Enclosure. Valve closed when de-energized, open MODEL I2QA2-D when energized. Temperature: Fluid:-30°F (-34°C)to+180°F(+82°C) How To Order: Construction: Ambient:+77°F (+25°C) Select valve Model Number approp- riate to pressure differential and coil Core tube and internal components of 300 Approvals: enclosure desired.Example:12QA2-D. &400 series Stainless Steel. Shading Ring Models No. 12QA2-D is U.L.Listed under Complete ordering number by adding • is copper.Standard elastomers are Buna N Guide No.YIOZ,File No.MH9011,others required voltage and frequency. rubber. are pending approval. Example: 12QA2-D-24/60. SPECIFICATIONS SA SERIES VALVES Pip. P'ssaum OMI060 Hollins 9W°1h Lamp Model No. - . Cv - - - 3114 kPa PS1 mm Yu mm Ins mm Ins _ mm ins 120A2 72.0 2.83 120A2 --0 1113 3.68 120R2 —F W 20.1000 7.130 3:5 127 # 90.5 3.N $6.0 2.26 72.0 2.53 120A2 —11 116 138 120A2 —t 72.0 263 *t1AJ SERIES VALVES— • 120A,12 72.0 283 - 120AJ2 —0 1166 3-116 120AJ2 —F „ 0-1000 0-150 3.5 12,7 K 93.5 3.65 36.0 226 7?.0 213 • 120AJ2 —R 65.8 111 120AJ2 —7 72.0 283 • Include Spec. No. 1572,when ordering. Euumpk:12QAJ2/1572-24/60. • • r • A , 7 • , , • ' • t i t, c. 4 i a , ,,..,,,„:„ .,,,,,,,,,,.,.,,,,,,..,..,,, •,...„,• ..,4 ' i F, C,... gi . . j , . SU BJ EiCT P ROPE RTC' E'�� 1LC i , ::.,,.:,,.::,.,..„:.,,x...',. ` Qsph0.it • 'nn "" j i . .' . 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