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Plans (37) 3 Merl wireless • likt ,g l r ;2 . ���1 l\GI1/4* �, I N::_:.1+ � Drawgs Poded ByCITY ! # ∎ 11 Approved — ;_[ PORTLAND,OREGON V Conditionally Approved E .,4 PA rrs LLC• ] OF V RortNW Vaughn,s ae 764 - i } 503-2 4- 00 97210 Attached [ i soy-Z'4-'sa° verIg ,wireIess Pennit Nu ber: i... '.90 ^Cx•Yi'( Address: 4 imZ• J r- AS By: _e,.n.10 Date: —11M G I ..,,tW ,. x ,,,,' roinalasseasi Approved plans ` 740F P0 shall be on job site. R TUALATII\ TI GARD OR 9'7 OFFICE COPY 223 W . m N 3 Re a3 I— c W y -LI oi-! { .E E' 91414:1 1r1.-. SITE ADDRESS; T1.0 TITLE SHEET SITE OWNER; R N N ,4 Y , 6975 SW SANDBURG ST. T2.0 GENERAL NOTES & LEGEND WESTON HOLDING CO., LLC C/O AMERICAN PROPERTY MANAGEMENT CV 0 LTC', I F PHONE: (503) 281-7779 O] K 3 1 �. n 3 �t -... 11GAR0, OR 97223 L1.0 LANDSCAPING SPECIFICATIONS -- ! 7- LAT: 45'25'17• APPLICANTS, , r A1.0 OVERALL SITE PLAN LONG. 122'44'48.2• J '' r� A7.1 UTILfiY ROUTING PLAN VERIZON WIRELESS (VAW) LLC d/b/a VERIZON WIRELESS .k. - A1.2 ENLARGED SITE PLAN 5430 NE 122ND AVE O Y p ZZm �' 1217,��� 1- A2.0 GENERATOR ELEVATIONS PORTLAND, OR 97230 W U SiY YA lhtg jl >` Temp_E ;(,f JURISDICTION: A3.0 CONSTRUCTION DETAILS SITE DEVELOPMENT & PERMITTING: \ j .4I h a i\ CITY OF TIGARD P1.0 PLUMBING SCHEDULE WI KDC ARCHITECTS ENGINEERS, PC 8 F.--'I t.,.,! I 6975 SW SANDBURG ST., SUITE 100 \ . f (,. L - 1 ZONING: P2,0 PLUMBING SITE PLAN PORTLAND, OR 97223 8 6 8I g ` �` OFFICE ((5-03) 341-6458 3 lv ,yy ' - CP PROFESSIONAL-COMMERCIAL CONTACT: TERRY BURKE No.-Date By Revisions 1� I* y I ,A V ..- OCCUPANCY; CONSTRUCTION MANAGEMENT File no. 12-1001 '.t:W I4DBUP_t; 3 u NA i'T GBH ,, `' +S Date 12/18/12 VERIZON WIRELESS ;t' � ��� ,1 5430 NE 122ND AVENUE .�.. �v ) CONSTRUCTION TYPE; PORTLAND, OR 97230 Designed by EX �..._.._ 1 . . ?.X f.��t--,z NA ARCHITECT: Drown yby MI SIT - it GPA ARCHITECTS, LLC AREA CALCULATIONS; Approved by EX as RU 2701 NW VAUGHN, SUITE 764 M1 7r ND it-:-IS _� 517E INFORMATION PORTLAND,OFFICE (503)274-7600 (E )N nV 141 TOWER SETBACKS NA m.r I _._.__. Ey t ,;, ,� HEIGHT UMITS NA CONTACT: LLE KRUSI 85229 -I,, j r- n1, ;a�„1,="� _ I4 PROPOSED LEASED AREA: 131 SO FT Dote issued \ Ems. P _—; � MECHANICAL ENGINEER; Dote issued far REQUIRED SETBACKS: MD Zoning Permit L RAW ENGINEERING Date issued for r r— ('"_ ( "� 9615 SW ALLEN BLVD., STE 107 Building Permit _ _ • VITA I ;+;Exr,1 J r Tp - RAW E T ENGINEERING OR 9700 Dote issued I '- �1 _ - - � for Bid :-t T— '�' `� I 4: NATURAL GAS Date issued • •• i +7I,'A I r-,:„ - NW NATURAL for Conetructlon: OFFICE: (503) 226-4211 SHEET INDEX --ro;ecf title DRIVING DIRECTIONS: POR FROM DOWNTOWN PORTLAND, TAKE 1-5 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. THE FACILITY IS UNSTAFFED AND UNOCCUPIED TIGARO, OR 97223 AT THE STOP UGHT, TURN LEFT ONTO SW 72ND AVE AND DRIVE SOUTH (OVER HWY 217) — FOR 0.5 MILES. PROJECT SUMMARY; PROJECT LIAWIGER TURN LEFT ONTO SW SANDBURG ST AND DRIVE TO THE TIMES BUILDING DRIVEWAY. N THE PROJECT CONSISTS OF THE INSTALLATION AND LOOK FOR THE THREE STORY BUILDING NEAR THE HWY 217/1-5 INTERCHANGE. WO AT OF A NEW BACKUP GENERATOR FOR VERIZON SITE ACOUISITK)N TITLE SHEET \ ZONING CONTACT J PROPERTY OWNER sheet no. : VICINITY MAP PROJECT SUMMARY APPROVALS PROJECT TEAM Ti .0 1 \----"-- --- verimwireless 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 /Oh _ ROOD NAME ROOM NAME awings Produced By: REPRESENTATION OF THE FINAL INSTALLATION. THE WORK SHALL INCLUDE REQUIRED INSPECTIONS. M» REFERENCE Mal - ROOM NUMBER FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR SHEET No. o'-o' HEIGHT NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT 0 BUILDING A.- MARKER V DRAWINGS. TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR - - SECTION AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. 1000.o'I � FINISH ARCHITECTS LLC ` 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE } SPOT GRADE 2701 NW Vaughn,Suite 764 JOB SITE AND 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 cro-F> DOOR PROJECT MANAGER. NUMBER COMPONENTS. 0 EXTERIOR 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO ELEVATION 0 WINDOW 1 �� PROCEED BEFORE STARTING WORK. 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE AIL TYPE rP. SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK n �x PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED V .--- - - GRID LINE OO NOTE °°°"'0100®°"z 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN DURING PREFABRICATION THE APPROVED AGENCY CERTIFIES THE AQ ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. WALL �� OC SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR O TYPE 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 Q REVISION ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC APPLICABLE WORKMANSHIP PROVISIONS. AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL 4/Et. INTERIOR RN AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL SITE NOTES: Is APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. r 1. EXCAVATE MINIMUM NECESSARY TO GRUB SITE; REMOVE SOD, ROOTS w a 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST AND ALL UNSUITABLE SOIL FROM PROJECT. EQUIPMENT ap n_ N Z �� SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY M w o RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, 2. USE APPROVED MATERIAL FROM SITE EXCAVATION TO FILL AND .- M Cr c.> SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF GRADE SITE. COMPACT TO 95%. -0- UTILITY POLE -9- FIRE HYDRANT co H THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION 0 w 0 WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED 3. GRADE SITE WITH CROWN. SLOPE TO ALL EDGES OF SITE E- POLE GUY WIRE a LIGHT STANDARD 0 N N REPRESENTATIVE. PERIMETER A 2.5%. N pm &I w 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS m THAN 2-A OR 2-AlOBC WITHIN 5 FEET OF TRAVEL DISTANCE TO ALL 4. FINISH SITE WITH 4" OF 3/4" MINUS WITH NO FINES. OVER 4" OF MATERIALS o PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 1 1/2" MINUS CRUSHED ROCK. APPLY OVER GEOTEXTILE. o COMPACT TO 95% MAX DENSITY PER ASTM 01557. TREAT GRAVELED I - I CONCRETE =I EARTH 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR SITE WITH APPROVED WEED STERILIZER. - w C°.)Li- PHONE, AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON CMU ELECEESESES2 GRAVEL o SITE. 5. MIRIAFI BRAND GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE z/' A BRICK t ', s..--•:1 SAND 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR UNDER ALL NEW GRANULAR SURFACES. F =<--,d GYPSUM WALLBOARD = PLYWOOD m SC o MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR 0 w 0 1r CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF 6. WHERE NECESSARY DUE TO SOIL SITE CONDITIONS: REMOVE ===j: :. BATT INSULATION FINISH WOOD No. Dote By Revisions THE WORK. UNSUITABLE MATERIAL AND REPLACE WITH 4-6" LIFTS OF 4" MINUS CRUSHED ROCK COMPACTED TO 95%. REVIEW WITH PROJECT =Mg= RIGID INSULATION (>'T1 WOOD (CONT.) F;'o no. 12-l00t 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT MANAGER PRIOR TO PROCEEDING WITH WORK. Date 12/1e/12 EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., I , /1 STEEL ( WOOD BLOCKING AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED 7. SLAB BASE: COMPACTED 3/4" MINUS CRUSHED ROCK. Designed by DC DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER ® ALUMINUM f77TT?'T,^ EXIST. STRUCTURE Drawn by w AND/OR LANDLORD. Checked by Ex 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE AND Approved by SIMp 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 Dote ■ssued - NATURE. DEMOLITION WORK -w-so- STORM SEWER Dote issued for CENTERLINE -FD - FLOOR DRAIN Zon+nq Permit : 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN - - - - PROPERTY / LEASE LINE -RD-RD - ROOF DRAIN Dote issued for 10 WORKING DAYS OF PROJECT COMPLETION. - ./� BREAK LINE Date issued Permit Dasued • 14. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL EXISTING CONTOUR -GAS-ass- GAS or e.d SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. NEW CONTOUR -w-w- WATER Date issued ror Construction -ow-ow- HOT WATER 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE --x-x- EXIST. CHAINLINK FENCE -cw cw- COLD WATER LATEST REVISION- ,---c--{- EXIST. WOOD FENCE Project title : 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL -x-x- CHAINLINK FENCE o-A- ANTENNA CABLE POR EXISTING UTILITIES WHETHER SHOWN HERON OR NOT AND TO PROTECT c-o- GROUND TUALATIN THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF -P-P- POWER -GEN-am- GENERATOR TAX LOT #W262492 REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF -T-T- TELCO -E E ELECT. CONDUIT 6975 SW SANDBURG ST. THIS WORK. -P:r-Psr- POWER & TELCO -c-c- CONDUIT TIGARD. OR 97223 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO MATCH EXISTING. - -ow- - OVERHEAD POWER meet title - -Ow- - OVERHEAD TELCO - -so- - OVERHEAD GENERAL NOTES AND LEGEND - - T2.0 NOTES: LANDSCAPE SPECIFICATIONS D) IF HEAVY CLAY IS ENCOUNTERED. AMEND PLANT HOLE BACKFILL WITH 50% NATIVE SOIL AND 50% MIX OF COMPOSTED MULCH verij2(Iwireless 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 1.01 ALL SITE PLAN DIMENSIONS AND CONDITIONS, BUILDING DIMENSIONS, AND SITE DEVELOPMENT SHOULD BE VERIFIED PRIOR TO MANUFACTURER'S RECOMMENDATIONS. FERTILIZE RHODODENDRONS AND MOUNTAIN LAUREL WITH "PHC COMPETE PLUS OR • i INSTALLATION. - APPROVED EQUIVALENT AND APPLY PER MANUFACTURER'S RECOMMENDATIONS. 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. '°wings Produced By A) FURNISH ALL MATERL4LS, 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 CONTAINARIZED 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. 1.PLACE OPEN ANGLED END OF DRIWATER TUBE DIRECTLY AGAINST AND FACING ROOT MASS. GPA PERMITS AND INSTALL PER LOCAL MUNICIPAL CODE AS WELL AS NEIGHBORHOOD CODES, COVENANTS AND RESTRICTIONS AND PER 2,WHEN MORE THAN ONE TUBE IS REQUIRED. SPACE THEM EVENLY AROUND THE ROOT MASS. PLACE CAP ON TUBE PRIOR TO ARCHITECTS LLC MANUFACTURER RECOMMENDATIONS WHERE APPLICABLE. BACKFILLING. 2701 NW Vaughn,Suite 764 OR 1.03 SITE PREPARATION H) TREE SUPPORTS Port.iO3-2274 74--78000 0 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. �'� 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. V *Am � CERTIFIED ARBORIST UNLESS REPAIR IS REJECTED BY OWNER. AM JA. 3.03 TRANSPLANTING: :Aroma.mom 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. 'SfJ� j+ MATERIAL DESIGNATED FOR PRESERVATION, AND THE SAFETY OF THE GENERAL PUBLIC. B). DIG PLANT MATERIAL ALLOWING FOR A ROOT BALL THAT IS THE SAME DIAMETER AS THE PLANT'S DRIP LINE. OR A MINIMUM OF a, OF O 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 D) 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 25%. SHALL NOTIFY THE ARCHITECT IMMEDIATELY. E) ALL TRANSPLANTED MATERIALS SHALL REQUIRE THE SAME SOIL PREPARATION, PLANTING. AND STAKING AS NEW PLANT MATERIAL. 2.00 MATERIALS F) PLANT SHRUBS AND TREES UPRIGHT AND FACE TO GIVE BEST APPEARANCE. G) LOOSEN AND REMOVE BINDING AND BURLAP FROM AROUND TOP OF EACH ROOT BALL STAKE TREES IMMEDIATELY AFTER n ' PLANTING. W J 2.01 PLANT MATERIAL SHALL CONFORM TO AMERICAN ASSOCIATION OF NURSERYMEN GRADES AND STANDARDS AS PUBLISHED IN \ THE "AMERICAN STANDARD FOR NURSERY STOCK" AND AS NOTED ON DRAWING AND AS FOLLOWS: H) PLACE AND COMPACT BACKFILL SOIL MIXTURE CAREFULLY TO AVOID INJURY TO ROOTS, AND FILL ALL VOIDS. aD N 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 ' N COMPLETELY WATER INDIVIDUAL PLANTS. N ED a 2 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 0 0 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 . 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 M iii FORM. OR DAMAGE, BEFORE OR AFTER PLANTING. PLANTS TO BE ONE-HALF INCH. N m 3 2.02 TOPSOIL 3.05 FINAL CLEAN-UP A) NORTHWEST WASHINGTON COMPOST, LLC (360-563-2408) "THREE-WAY TOPSOIL MIX" OR APPROVED EQUIVALENT. A) CLEAN ALL PLANTING AREAS AND FINISH RAKE. WASH CLEAN ALL BUILDING AND PAVING SURFACES THAT WERE AFFECTED BY . LANDSCAPE INSTALLATION. O 2.03 LANDSCAPE FILL MATERIAL 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 c w M INCH DIAMETER. A) PROTECT ALL PLANT MATERIALS, DURING TRANSPORT AND ON SITE, AGAINST HARM FROM WIND, UNUSUAL WEATHER, AND THE PUBLIC p 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 co y a E CONTRACTOR'S FAILURE TO PROTECT THEM. THE JUST VALUE TO BE DETERMINED BY THE VALUATION OF LANDSCAPE TREES, a w 0 C 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 EQUIVALENT. 4.00 MAINTENANCE File no. 12-/MX 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 IX APPLY PER MANUFACTURER'S RECOMMENDATIONS. SPRAYING, REGUYING AND OTHER NECESSARY OPERATIONS OF CARE FOR THE PROMOTION OF ROOT GROWTH AND PLANT LIFE. Drown by W 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 Checked by IX MOUNTAIN LAURELS. APPLY PER MANUFACTURER'S RECOMMENDATIONS. OWNER. Approved by SIMP 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. D) 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 Dote issued . MANUFACTURER'S RECOMMENDATIONS. SEASONS OF LOCALLY ACCEPTED PRACTICE. IN THE EVENT OF UNFORESEEN CLIMATOLOGICAL EXTREMES, VERIZON WIRELESS WILL PROVIDE Dote issued 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. Dote issued for 5.00 WARRANTY Building Permit 3.00 EXECUTION Dote 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 Dote 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 MATERLALS DAMAGED, OR KILLED DUE TO ect tie WETTING AGENT" OR APPROVED EQUIVALENT AS A SOIL DRENCH PER MANUFACTURER'S RECOMMENDATIONS. IF HEAVY CLAY IS POOR MAINTENANCE. ENCOUNTERED, EITHER REMOVE CLAY OR TILL IN ALL OF THE FOLLOWING: 2 INCHES COMPOSTED MULCH, 2 INCHES SOIL DRAINAGE 5.04 LANDSCAPE CONTRACTOR SHALL REPLACE ANY PLANT MATERIALS THAT DIE OR APPEAR UNHEALTHY WITHIN THE WARRANTY PERIOD. POR AMENDMENT AS SPECIFIED (50/50 MIX OF WASHED SAND & 3/8-INCH PEA GRAVEL) AND ABOVE SPECIFIED AMENDMENTS 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 VANDAUZED MATERIALS UNTIL THE PROJECT RECEIVES A TAX LOT NW262492 3.02 PLANTING, GUYING AND STAKING (PER DETAILS AND AS FOLLOWS). FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT AND/OR OWNER. 6975 SW SANDBURG 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. ,keel r LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS 22934 SCALE: L1 .0 SCALE: • E ADJEZON ING: I / , ,''JURISDICTION: // Ver�Qpfl less CITY OF TIGARD CfTY OF TIGARD /fir B% • \ \ Drawings Produced By/ GPA I:, /. / `j/-4, I `\ /j // ARCHITECTS c1c•I ,\\\ , / 2701 NW Vaughn Suite 761 j1 \ /• \\�' I al►rt� EXISTING • �.\ �/- " .c: a.. e lniall anowooll a ( BUILDING O JS p V////////// 1 \ 'A\ o� • EXISTING 1 Exls • �/ / I PARKING " ' • / SITE ZONING: \ ZONE: C-P (PROFESSIONAL COMMERCIAL) / JURISDICTION: CITY OF TIGARD `" ADJACENT ZONING; / / �., °\° N ZONE: I-P (INDUSTRIAL PARK) r w 0 JURISDICTION: CITY OF TIGARD 1 �\ o c� CO I- • Ali n DC UTILITY ROUTING PLAN ROUTE OF SITE I _ • • ® tg CO o N m it 3 ACCESS ° ' - \ as o • C W U1.,\` 8 _-- — ” _--�— —.—.”— —��1;=� .�.��----- �.� ��• .. � Na. Dote By Revisions File no. 12 100f ADJACFNT ZONING; ADJACENT ZONING; Dots 1'!/1,/14 ZONE: I-P (INDUSTRIAL PARK) ZONE: C-P (PROFESSIONAL COMMERCIAL) Designed by EK JURISDICTION: CITY OF TIGARD JURISDICTION: CITY OF TIGARD Drown by 111 Checked by EK Approved by Kee l 77771 " EXISTING „ , EXISTING //i BUILDING/ Date ssued / Dote issued for BUILDING // zoning Pe R i,r / / ,!� BuilOi issued for /� � � Dote issued / i� /' �:` for Bid Dote issued ----_ EXISTING j� for Construction:// / / BUILDING ,/ I/ , j/ Project title : I / POR •--- TUALATIN �,. ; / TAX SW W282492 6975 SW 9ANDBt1R6 ST. _.._ ____....,_—__—___•/ / TIGARD. OR 97223 SW SANDBURG STREET Sheet tale N OVERALL ADJACENT ZONING; SITE PLAN ZONE: I-P (INDUSTRIAL PARK) JURISDICTION: CITY OF TIGARD OVERALL SITE PLAN I Sheet A1 .0 1107 SCALE: 1• . BO'-0• • I \ 7 \ \/,,imrms..,..,... : • 1 \ /' \ \ / \ \\ \` Drawings Produced By: ,\ GPA \ ARCHITECTS ttc 5. \ �* P7orNmul,ORg9727210ui[t 764 \ \ \ 503-274-7800 \ • \ • \ , \ \ �I \ rtR \ x. \`\ 94.01,09 \ `\, \ `\ \ \ \ \ \ • • EXISTING / `\ \ APPLETON TO / \\ `, BE REMOVED \ \ , • N \ W EXISTING EXISTING VERIZON \\ \, °� N JUNCTION WIRELESS EQUIPMENT \ c4 2 CO 0 . LOCATED ON \ or v s ' ROOFTOP • \\ \�� c wm I \ \ °m it 3 0,1\ \ ` CD ti 0 Y OI \ \ \*0 W Ua I EXISTING \ ��\ PARKING \\ `AF EXISTING �J I in BUILDING --...— \•4 , \ Y o E ' �F °8 w v rr • EXIST, STORM����\\ \ No. Dote By Revisions • i DRAIN jjj ?._o.0 �\ File no. l2-100f + EXIST. WATER \ Dote 14/1,/14 METER \ I 1 -( I / �` Designed by Q( . t Drawn by W fr —.--..----.- \�` Checked by EK \ \` Approved by Mr VERIZON WIRELESS `� Dote issued PROJECT AREA. SEE Dpte 99a�ed for Zo�in Permit� Dale �ssuetl for Building Permit : r� \ Dple Issued for Bltl\, EXIST. , ` �� llllllll��� '� Dote issued TRANSFORMER 1111 for Construction: NEW ROUTE OF POWER \\ '�' , 1 • TO EXIST. CONDUIT AT a I I , / \ Project title . BUILDING Q \ ...... � 1 DO _ Tyr, •, POR • \ ms ms 1 I,.r,. _. ST. r^ �,.^� t 4 r.:1 :t 6975 SW SANDt3RC tt, .., la , j .,/ PROPERTY LINE -----------------------------�-------- -=--------- 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 % + _o,- A1 :1 • LANDSCAPING NOTES: \• . \ .., 1. ALL NEW LANDSCAPING IS DROUGHT RESISTANT AND THEREFORE REQUIRES NO DEDICATED IRRIGATION. `' x vertgpWlreieSS 2. FURNISH CONTAINERIZED WATER IN THE FOLLOWING AMOUNTS: 1 GALLON: 3 QUARTS / PLANT 5 GALLON: 5 QUARTS PLANT EXISTING PARKING 2" CALIP. TREE: 10-12 QUARTS / PLANT (BASE ELEV. +0') \ , \ 3. CONTRACTOR SHALL INSPECT TUBES 30 DAYS AFTER INSTAL— \ Drawings Produced By: LATION AND EVERY 15 DAYS UNTIL FINAL ACCEPTANCE OF WORK. / . REPLACE WATER GEL PACKS AS NEEDED DURING INSPECTIONS, `.` x. y 4. CONTRACTOR SHOULD INSPECT TUBES EVERY 30 DAYS AND DRIPLINE OF TREE. APPROX 19' RADIUS G n REPLACE GEL PACKS AS NEEDED DURING DRY WEATHER FOR AT © NEW 6' HIGH HEDGE TO ARCHITECTS P LLC LEAST ONE COMPLETE YEAR INCLUDING THE FIRST COMPLETE NV MATCH EXISTING 2701 NW vsua7ru Suite 761 SEASON AFTER INSTALLATION. Portland,OR 9n19 EXISTING 16" DIA DECIDUOUS NEW CONCRETE PAD. 503-274-7800 TREE TO REMAIN SEE STRUCT. r. i EXISTING 6' DIA SHRUB EXISTING 6" CURB TO BE REMOVED /h — t I i 1 �, Ra n 1 ---- '---------.----... .i. ------..".".".h'N ..'''-V n 7�lro auox*- 141 phi iN IIPA "..., 11* "N. Allih. i IrA \ I! li■ 1 I to I�I 1� 4 II 1 ,__ . j— $ x � N . ' r • ,..4.-- ----\ x x , NEW LOCATION OF `" f �' \ I I ! I I EXISTING SIGN-x I ▪ fYC�co I / � •,..../ I I \ O DU t �% / d Q Q War l \� 1) l VERIZON WIRELESS /5c e x N °• m 3 ■_J% 10'x15 LEASE AREA o t. n f i L..,% • .� . �° NEW 60kW a l �"` 6'—O" CHAINLINK FENCE —r 7r • 0 '� (NO BARBED WIRE) <Jii1TT44) CONTROL KATOLIGHT EXHAUST I I� GENERATOR o x o / EXISTING 5' DIA ® d I \ g SHRUB TO REMAIN • a a l� al 6 ...- .. v / O W U K/ '�' _I-- --_ I \ - f No. Dote By Revisions x u d File no. 12-x701 I 0 e oat. tz/teytx GRAVEL AREA . ti /// SIM t 4' 6" WIDE MANDATE I x N / Designed by 70I SPRINKLER HEAD TO BE RELOCATED \ // Checked by DI ��/ x x x x x $�X x x x 241111X XI./ Q. 1 N. //\ EXISTING SIGN TO BE Approved by ow / RELOCATED BY CONTRACTOR .—'— — — — — - — — — — -- / 2'-6" / 11'-O" Date issued /� Dane issued for —2' Zoning Permit 14*-0" Dote issued for -� Building Permit NEW ROUTE OF POWER AND GAS l Date issued NW SEE ALSO MECHANICAL / Q/ / / for Bid : cP Dote issued // _ for Construction: / Q/ _ - -4r —3' e _., Project title /Q POR TUALATIN Q / -5. TAX LOT #W262492 / 6975 SW SANDBURG ST. �e T 97223 // C.0 NOTES: ti ENLARGED Q/ 1. RELOCATE SPRINKLERS de LINES AS REO. SITE PLAN / 2. SLOPE NOT TO EXCEED 2:1 / / / Sheet no. ENLARGED SITE PLAN 22x34 SCALE: 3/4" : 1'-0" I A A1 .2 11617 SCALE: 3/8"= 1'-0" 1 , � V6l�ZQjrwireless KATOLIGHT 60kW NATURAL GAS GENERATOR �♦� r•�•�•�•�•�•�•�♦�♦ Drowinga Produced By\ II i N �� \cam V i �i�i�i�i��i� I�i�i!:�: GPA•♦��������, ����� ARCHITECTS ccc �'�.�� 27O NW OR 9TSIOµto 764 .�., ���� 503-274-7800 in ��i�i�(4) 5/8 0 CONCRETE . �n �El ID ANCHORS, EMBED 4-3/4 ������� ■PARKING AREA ♦�`•�•��'4" CHAMFER ALL EDGES [ ����� �e����♦33 411 Ef 6" OF i" MINUS GRAVEL ������►�• OF O OR MATCH EXISTING R.. „1�. \ 1,i!♦ !♦i�„i� ° ° ! as -wi.� .:. N // // .,_�_; - . • • • . -\ ° ° \ \ (5) #5 TOP do BOTTOM / U o COMPACTED NATIVE BACKFILL__ > j ° ° \/\/\ N \' \ \ • • °a I_1I!I� MV N \\%/ ° ° °• • • /\/\/.../ / /j\\/\/\ \s/\ D3sSai._.:.__: _ `/ \/ \/ \/ ` `� \/ ° � \/ \A• \/�\//\// // • e ° • • rii�ttli.'t;4��lJA // // // // // // // / y (8) #5 TOP do BOTTO // // // // /\/\/\/\/\//i//\//\//\/ n w /5 AT 12' OC EACH WAY /‘\/\\/ / / / / / / / / / / /\/> /���\\/\/\/\/\/\/\/\/\/\�\ \\\\�\���\\ • N WITH 3 CLEAR TOP AND BOT. /\//,\//\//\//\//\//\//\//\//\//\//\// \/\/\//\//i/�\//%\// ///�/ NOTE: N c• cn VERIFY PLACEMENT OF ALL co STUB—UPS PRIOR TO CASTING SLAB o w 0 R N GENERATOR DETAIL (SIDE ELEVATION #1) �"" 3/'• I GENERATOR DETAIL (SIDE ELEVATION #2) 22X34 SCALE: 3/1.- -1). 2 N• m # 11x'7 SCALE 3/E• - 1'-0' 11x17 SCALE 3/a•■ 1.—o' 8 NOTE: Jr CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER INSIDE< >OUTSIDE o OF DISCREPANCIES, IF FOUND, AND CONTACT ENGINEER FOR DIRECTION. p W v I ��777��f7�ffff�i L7��7/7��ffffl��/���/����f�f�fffA�i�/I��7/ INTERCEPT EXISTING 8 yy EXIST. INTEGRATED EXIST. FEEDER WHERE IT TVSS—MECHANICALLY AC FAIL REMOVE & ENTERS EQUIPMENT MATCH EXISTING FINISH o w U CC ▪ INTERLOCKED BREAKERS RELAY RECONNECT EXISTING ROOM AND RE—ROUTE SURFACE X�/ AND SERVICE PANEL AS SHOWN TO NEW ATS No. Date By Revisions /'a/ I20/208V, 3PH, 4W �. COMPACTED BACK FILL File no. 12—XXX � /� ////7/7/ ffffj< O O EXISTING 3PH GEN PLUG (90% COMPACTION) Dote I2/1y/2 ^1 f/�����f�l��/ TO BE REMOVED. USE BOX 200A/3P // I III UNDISTURBED SOIL AS J—BOX AND CONNECT / //j..-- Designed by Ell �i TO EXISTING FEEDERS TO Z /, /\\, q y•EQUIPMENT ROOM \ Drawn by W TVSS O-ITVSS� WARNING TAPE Checked by Eli f • 2 1/2" C WITH - N / `./\ \ Approved by SNP 200A/3P ---�200A/3P ELECT. ROOM (4) 4/0 AWG, P / SAND BACKFILL • • (1; #6 AWG, G CO I I I\ •/� GAS PIPING, SIZE Dote issued for I NEW ATS-3PH ' - t ‘�, -- // PER MECHANICAL Zoning Permit / 1 NEW GENSET-3PH Dote llUed for •O 0 Building Permit �— 2/..........00A/3P Date issued • • O' 2 1/2" C WITH 2O0A/3P for Conytroctlon: S4 4/0 AWG, P MIN. BEDDING (1) 2" DIA & (3) 1" DIA EXISTING t 1• • �'EXISTING (1) #6 AWG, G SCHEDULE 40 PVC CONDUITS, Project title CIRCUITS VERIFY W/ MANUFACTURER PRIOR TO INSTALLATION POR (c... • • O, TUALATIN (REMOTE) NEW 20A 20A START 1° C WITH 69755W�54V�RG ST. t (5) #14 AWG, C TIGARD. OR 97223 BREAKERS EQUIP. ROOM CALL BEFORE YOU DIG!! (TYP. 2) • • 0— EXIST. ALARM J 10 C WITH Sheet title BLOCK PULL CORD NATIONAL UTILITY GENERATOR EQUIPMENT ROOM tj 1" C WITH NOTIFICATION CENTER ELEVATIONS& 2 I�12 AWG, P (t�'i� CALL TOLL FREE GAS UNE REQUIRES 12" MINIMUM DETAILS \ \ /12 AWG,12 AWG, G N DIAL 811 SEPARATION FROM ALL OTHER UTILITIES 2 Sheet ^o ONE LINE DIAGRAM 120/208V, 3PH, 4W 11817 E 3 TRENCH DETAIL 11X 7 SCALE:/2: - 1.-o: 14 A2•O • 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 a 090CT08 CO FINAL KHT SCHEDULE 40 BLACK IRON ABOVE GRADE. NW NATURAL CALL 503.226.421 1, EXTENSION 2360 OR 2364, FOR SERVICE I 180EC12 REISSUE CD FINAL KHT B. FOR TRENCHING SEE 4/A2.O. 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 er wireless NOT NECESSARILY LIMITED TO IBC, IMC, IPC, IFC, NEC, OSHA, NFPA, ETC. INFORM CONSTRUCTION MANAGER OF CONFLICTS PRIOR G G NATURAL GAS (ABOVE GRADE) TO BID. WHERE TWO CODES OR STANDARDS DIFFER, THE MORE G G NATURAL GAS BELOW GRADE) 5430 NE 122nd AVENUE ( ) PORTLAND,OREGON 97230 STRICT OF THE TWO SHALL BE FOLLOWED. 503.408.3400 AL OFFSETS, E. ARE DIAGRAMMATIC AND DO NOT BENDS,GELBOWS, TURNS, EXISTING CONDIIT ONS,ETC. CONTRACTOR GAS CONNECTION SCHEDULE POR TUALATIN 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 MBH, . 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 86,59W Men 8oue aC REQUIREMENTS PRIOR TO STARTING EQUIPMENT. S,to 107 1" 1,040 Elm Mon,°re9on 97005 G. CUT WALL FOR PROPER EQUIPMENT, DUCT OR PIPE INSTALLATION. Phona:(503)292 6000 ENGINBERING,INC. Fait (503)726-3376 FILL HOLES WHICH ARE CUT OVERSIZE SO THAT A TIGHT FIT IS tnakw,,,8 M,B,e,.a,,,klae' E.,nai,M9994rnen9Wm OBTAINED AROUND OBJECTS PASSING THROUGH. PATCH AND SEAL PIPE SIZING BASED ON 2 PSIG DELIVERY, 2009 NFPA 54 TABLE P:u;ectNo: 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 O PROF I. CONTROLS AND WIRING SHALL MEET ALL ELECTRICAL ��� T 11.k4, /tp� REQUIREMENTS OF APPLICABLE ELECTRICAL SPECIFICATIONS AND A' .� � + REQUIREMENTS OF OWNER, BUILDING OFFICIALS AND EQUIPMENT FROM s i TEST PORT / i/ ( '� i 1 SUPPLIERS OF EQUIPMENT INSTALLED ON PROJECT. METER yill — TO GENERATOR OREGO . (FLEX PIPING �- 2, J. ELECTRIC MOTORS SHALL HAVE BUILT-IN THERMAL OVERLOAD �cH 1t Z•` PROTECTION OR BE PROTECTED EXTERNALLY WITH SEPARATE GAS COCK .I II I- 11} LAST 12 INCHES) dfq ��, rk THERMAL OVERLOAD DEVICES, WITH LOW-VOLTAGE RELEASE OR WITHIN 6' OF :� RK D• 1aN ;?��� LOCK OUT AS REQUIRED. GENERATOR GAS PRESSURE REGULATOR EXPIRES 6/30/13 u VENT IF REQUIRED C K. ALL NEW EQUIPMENT, PIPING, CONDUIT, AND DUCTWORK SHALL BE DIRT LEG DRAWING FILE INSTALLED PER IBC SEISMIC REQUIREMENTS. WF:\229\1079\001\DWG\POI L. MAINTAIN CODE REQUIRED AND MANUFACTURER RECOMMENDED MO1 GGAS CONNECTION DETAIL PLUMBING SHEET TITLE CLEARANCES AROUND ALL EQUIPMENT. NOT TO SCALE SCHEDULE SHEET NUMBER P01