Loading...
Plans • ABBREVIATIONS &SYMBOLS Sprint TogetherwtlhNEXTEL 10545 WILLOWS ROAD NE ACD ACCESS DOOR MECH. MECHANICAL SUITE 100 REDMOND, WA 98052 ADJ ADJUSTABLE MFR. MANUFACTURER , J U RECE'VE;i ALUM. ALUMINUM MIN. MINIMUM APPROX. APPROXIMATE MTL. METAL G AMERICAN WIRE GUAGE MGR. NOTA BL 2001 ®yy{��gbyl �p�(�aR/®�p� _ BLKG BLOCKING NJ C . C NOT IN IN CONTRACT BMR BASE MOBILE RADIO N.T.S. NOT TO SCALE �/ L ®3 ,1(� CAB. CABINET O.C. ON CE `�� 33�`'�r � �p !� �� COG. COI PPP. PANT y��LIVi,;: d6U9Si(�I� CONC. CONCRETE PT PAINT CONT. CONTINUOUS PR. PAIR Cu COPPER S.F SQUARE FOOT 1 DIA. DIAMETER SHT. SHEET _ DWG DRAWING SIM. SIMILAR Together with N ExT E L EA. EACH STL STEEL I D A % N EI EC. ELECTRICAL SUSP. SUSPENDED � EQ. EQUAL S.V. SHEET VINYL - y EQUIP. EQUIPMENT TGL TEMPERED GLASS „ EX. EXISTING TNND TINNED PORTLAND, OREGON .� EXT. EXTERIOR T.O.C. TOP OF CONCRETE F.F. FAUGEED FLOOR TTO.M TOO PIC OF MASONRY �1?F OF � - A ,C ' GALV. GALVANIZED U.O.N. UNLESS OTHERWISE NOTED !' GBX GY BOARD TYPE "X" V.I F. VERIFY IN FIELD _ G C. GENERAL CONTRACTOR V T. VINYL TILE GRND GROUND WDW. WINDOWS I I GYP. BD. GYPSUM BOARD W.W.F WELDED WIRE FABRIC HARD'WD. HARDWOOD W/ WITH INT. INTERIOR & AND T REVISIONS 00,. MAX. MAXIMUM S P � • r © AT -., NO. DATE DESCRIPTION td):4, ®� C �,(� , ` 06/21/07 CD REVIEW �— SITE ���Em , 0 • •' "A4°.' \ . • 06/2 CD FINAL I VICINITY MAP NTS OREGON 0 BoN1T f' _Bu RNFIAm A TIGARD I GAZLEY PLO WS IAN N ARCHITECTS S P � N 2701 .. ' c'nughn ■ iilmi,l. 01 mill) SITE NUMBER: . N 5,11 t ! LAKE � 02 1)0 .A i y v m LOSWEGO — PROJECT LOCATION U X} x ,I. a KRUSE WAY 0R0104 / 308367 1 V RTLAND �_�� - ist 111(17 SETS ARE 50% REDUCTIONS SITE NAMF SITE NUMBER ARCHITECT I SHT. FROM PORTLAND TAP (PDX), GO WEST ON AIRPORT WAY 1.9 MILES , THEN THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE BONITA- BURNHAM OR0104 DESCRIPTION I SITE NAME I MERGE ONTO 1 -205 HWY FOR 3 MILES TOWARDS 1 -84. TAKE EXIT 218 DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED GAZLEY PLOWMAN ARCHITECTS, AIR NO. TO MERGE ONTO -84 WEST TO PORTLAND. GO 5.4 MILES TO MERGE WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL APPLICANT OPERATOR SITE ADDRESS ONTO I -5 SOUTH VIA THE EXIT ON THE LEFT TOWARDS BEAVERTON/ CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE SUITE 764 AUCHN ST NEXTEL COMMUNICATIONS 8900 SW BURNHAM T -1.0 TDLE SHEET ANO VICINITY IMP BONITA /BURNHAM SALEM. GO 7.7 MILES TO TAKE EXIT 294 TOWARD TIGARD/ NEWBERG. LOCAL BUILDING DEPARTMENT AND ANY CHANGES OR PORTLAND, OR 97210 10545 WILLOWS ROAD NE. TIGARD, OR. 97223 T -2.0 GENERAL NOTES MODIFICATIONS THEY MAY IMPOSE. SUITE 100 WASHIN TON COUNTY PROCEED 0.3 MILES AND TURN RIGHT ONTO SW BARBUR BLVD/ OR -99/ PHONE. (503) 274 -7800 REDMOND, WA. 98052 A-1.0 OVERALL AND ENLARGED SIDE PLANS SW PAC SW PACIFIC HWY. GO 1.2 MILES AND TURN LEFT ONTO SW HALL BLVD. FAX: (503) 274 -7803 CONTACT: ALAN CAGLE OWNER /I FSSPR ' GO 0.5 MILES AND TURN LEFT ONTO SW BURNHAM ST. DRIVE 0.1 MILES CONTACT: JENNY KOCH 5227 A - 2 . 0 GENERATOR AND ELECTRICAL DETMLS TO END AT 8900 SW BURNHAM ST. TOTAL DISTANCE. APPROX 21 SITE AQUISITION DATE PHONE: (425) 278 -7416 AMERICAN TOWER COPORA110N FAX (425) 278 -7404 (ANC) I SITE NUMBER MILES. PROJECT CONSULTANTS PACIFIC TELECOM SERVICES 1001 SE WATER AVE, SUITE 430 OR0104 / 308367 LAND USE REP. DATE PORTLAND, OR. 97214 THIS APPLICATION IS FOR AN EXISTING TELECOMMUNICATIONS FAX: (503) 232 -8219 FACIUTY FOR NEXTEL COMMUNICATIONS CONSISTING OR _ _ PROJECT MANAGER: ZONING E t 14 �� I RF ENGINEER DATE THE ADDITION OF (1) NEW DIESEL POWERED GENERATOR ON A ? -�- S1TE ADDRESS CONTACT: LORI CHASE CONTACT: ZACH PHILLIPS NEW CONCRETE SLAB. = 1 % d d1 PHONE: (206) 342 -6386 PHONE: (503) 708 -9200 . INTERCONNECT DATE SITE ACQUISITION: CONSTRUCTION MANAGER: SCHOOL DISTRICT PARCEI NUMBER WATFR /SEWER >'- I 8 AU & STOR. - DRIVING DIRECTIONS CONTACT: (206) 3 F6389 PHDONECT(206) BRAD 853 N/A 2 LOT 7 NONE REQUIRED l 89900 00 S SW B BU HAM RD. OZ NING PROPERTY ACREAGE JURISDICTION I� --E -- =i = r-- ,--- ---- •--- TIGARD, OR 97223 CONFIGURATION ENGINEER DATE • CBD- CENTRAL 6.89 ACRES CITY OF TIGARD . I BUSINESS DISTRICT I� a .'. � BEGINNING AT A POINT WHICH IS SOUTH 44' 38' 01' WEST 140.56 FEET AND }) � 11 �_�� ���.�� I �� �� ( SHEET TITLE SOUTH 45' 21' 59' EAST 27.35 FEET FROM THE NORTHWEST CORNER OF LOT i ' •' • �� , ♦ A CONSTRUCTION MANAGER DATE � 7, "BURNHAM TRACTS ", IN SECTION 2, TOWNSHIP 2 SOUTH, RANGE I WEST, UTILITIES •" I I '.'IYie,: 'iri/ _ �loal, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON; AND RUNNING THENCE ELECTRICAL UTTL: PGE (503) 228 - 6322 A „ T 1Ir 08 !..oll11�tt.•: MtlF,C.A IR "FA'+ = ' NORTH 44' 12' 31' EAST 33.25 FEET: THENCE SOUTH 45' 47' 29" EAST TELEPHONE UTIL: GTE ....^'I TITLE SHEET 2000 FEET: THENCE SOUTH 44 12' 31" WEST 33.25 FEET: THENCE NORTH SYSTEM DEVELOPMENT MANAGER DATE � FIRE DEPARTMENT: TIGARD FIRE DEPT. (503) 649 -8577 f I���j��]F� ., 45' 47' 29" WEST 20.00 FEET TO THE POINT OF BEGINNING, CONTAINING SPROPERTY ACER AGE - I � 1. 0.015 ACRES. BEARINGS ARE BASED ON OREGON STATE PLANE COORDINATES • - 6.89 ACRES I LANDLORD DATE A.D.A. COMPLIANCE: I I SHEET NUMBER I FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION T -1.o LEGAL DESCRIPTION APPROVAL BLOCK : CONSULTANT TEAM PROJECT SUMMARY SHEET INDEX 1 07 -146 TOT 1 I - OFFICE COPY • t \> Together with NEXTEL GENERAL NOTES I SPECIAL INSPECTIONS SPECIFICATIONS: I LEGEND Sprint WILLOWS ROAD NE - 10545 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN SUITE 100 INDEPENDENT SPECIAL INSPECTOR PER SECTION 1703 2007 OREGON SYMBOLS REDMOND, WA 98052 • 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC SPECIALTY CODE (OSSC) FOR THE FOLLOWING ITEMS: DETAIL No. OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING d _ _ _ DERAIL ROOM NAME ROOM NAME MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL WY REFERENCE I 0000 I ROOM NUMBER INSTALLATIONS AS INDICATED ON THE DRAWINGS. 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO SHEET No. HEIGHT 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE JOB SITE THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND „0, BUILDING AF `s F MARKER r BUILDING OFFICIAL AS EACH TEST IS COMPLETED. _ _ AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND - NV SECTION 1000.0.1 SPOT GRADE DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN 3. ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL 'F PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE 4 0L oon o' EXISTING BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. - - WALL SECTION STRUCTURAL ENGINEER. SPECIAL INSPECTOR TESTING REQUIREMENTS SPOT GRADE F,D APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. �R �C � 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE oao DOOR r-_ STARTING WORK. 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS 0 EXTERIOR � NUMBER STEVEN ILN.PLOAf4AN n FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK PLACE ON SITE. WY ELEVATION 0 WINDOW IZ - 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE ',� L p CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION d TYPE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE PORTLAND. OREGON .... THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISES INDICATED OR WHERE LOCAL CODES, OR REGULATIONS TAKE PRECEDENCE. KEY EVIDENCE OF COMPLIANCE. OA GRID LINE O NOTE � q1'� OF D � F� O 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT WALL WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL O TYPE GIVE ALL NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES, RULES, REGULATIONS ALL WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE - MATCH LINE AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE SPECIAL INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED 0 EQUIPMENT OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP cl---__- WORK POINT TYPE ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY PROVISIONS. SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND Q REVISION REVISIONS SITE NOTES: NO. DATE DESCRIPTION APPLICABLE REGULATIONS. INTERIOR � SITE WORK: © ©� ELEVATION / 06/21/07 CD REVIEW 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS /1\ 06/29/07 CD FINAL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL 1. USE APPROVED MATERIAL FROM FOUNDATION EXCAVATION TO FILL AND � CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND GRADE SITE WITH CROWN AS INDICATED. COMPACT TO 95 %. LINE TYPES /z\ FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING 2 NEW WORK - ss ss - SANITARY SEWER ' CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND WITH LANDLORD'S GRADE SITE WITH CROWN FROM SHELTER. SLOPE TO ALL EDGES OF SITE � AUTHORIZED REPRESENTATIVE. PERIMETER AT 2.5% - DEMOLITION WORK - SD so - STORM SEWER ! °\ CENTERLINE - FD PD - FLOOR DRAIN 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A 3. EXCAVATE MINIMUM NECESSARY TO GRUB SITE; REMOVE SOD, ROOTS, AND _ _ - PROPERTY / LEASE LINE RD Ro - ROOF DRAIN OR 2 -Al 0BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE ALL UNSUITABLE SOIL FROM PROJECT BREAK LINE I PROJECT AREA DURING CONSTRUCTION. 4. FINISH SITE WITH 4" OF 3/4" MINUS WITH NO FINES, OVER 4" OF 11/2" - - -- loo - - -- EXISTING CONTOUR -cns cos - GAS GAZLEI' 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND MINUS CRUSHED ROCK. APPLY OVER GEOTEXTILE. COMPACT TO 98% MAX ® NEW CONTOUR w w - WATER PLOWMAN PAGER. AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON SITE. DENSITY PER ASTM 01557. TREAT GRAVELED SITE WITH APPROVED WEED Hw Hw - HOT WATER ARCHITECTS STERILIZER. -e -o-c-- EXISTING CHAIN LINK FENCE- cw cw - COLD WATER 2701 Na Vaughn 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS ,, „,, „4 MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH 5. MIRIAFI BRAND GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE UNDER -8--o-o-- EXISTING WOOD FENCE MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. ALL NEW GRANULAR SURFACES - x- x - CHAIN LINK FENCE A A ANTENNA COAX CABLE °3 =ii ixoi Fay 6. WHERE NECESSARY DUE TO SOIL SITE CONDITIONS: REMOVE UNSUITABLE c c - GROUND - 1 1. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING MATERIAL AND REPLACE WITH 4 -6" LIFTS OF 4" MINUS CRUSHED ROCK P P POWER - GEN DEN - GENERATOR IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPACTED TO 95 %. REVIEW WITH PROJECT MANAGER PRIOR TO T T TELCO E E - ELECTRICAL CONDUIT I COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED DURING PROCEEDING WITH WORK. - POT 000 - POWER & TELCO c c CONDUIT CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND /OR LANDLORD. 7. SLAB BASE: 3/4" MINUS CRUSHED ROCK COMPACTED TO 92% MODIFIED PROCTOR MAX. DRY DENSITY IN ACCORDANCE WITH ASTM D1557 OR - - oPP - - OVERHEAD POWER 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF AASHTO T -180. - - OPT - - OVERHEAD TELCO ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS CONCRETE: - - on - - OVERHEAD REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 - 318 -95 AND THE SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS WITHIN 7 WORKING DAYS OF PROJECT COMPLETION 2, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 111(17 SETS ARE 50% REDUCTIONS PSI AT 28 DAYS UNLESS NOTED OTHERWISE. STRUCTURAL STEEL: ( SITE NAME 14. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 3 REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL 1, ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION BONITA /BURNHAM 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST CONFORM TO A 158 WELDED STEEL WIRE FABRIC UNLESS NOTED GALVANIZED ASTM A36 UNLESS NOTED OTHERWISE. REVISION. OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A 16, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING OR A501. I SITE NUMBER I UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: 3_ BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM 307 OR0104 / 308367 REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. BOLTS A. CONCRETE CAST AGAINST EARTH 3 IN. 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO MATCH EXISTING. B. CONCRETE EXPOSED TO EARTH OR WEATHER: I SITE ADDRESS • #6 AND LARGER 2 IN. #5 AND SMALLER &WWF 1 -1/2 IN. BURNHAM BUSINESS & STOR. SW • C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST 8900 RD BURNHAM RD. AGAINST THE GROUND TIGA, OR 97223 SLAB AND WALL 3/4 IN. • BEAMS AND COLUMNS 1 -1/2 IN. I SHEET TITLE I 5. TOOL OR CHAMFER SIZE AS INDICATED AT ALL EXPOSED EDGES OF - GENERAL NOTES, CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 LEGEND, AND 6. INSTALL CONCRETE ANCHORS ACCORDING TO MANUFACTURERS WRITTEN ABBREVIATIONS INSTRUCTIONS. CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND I SHEET NUMBER I AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLS IN STRUCTURAL CONCRETE SLABS. 1 1 T -2.® '- 1 07 -146 T02 1 I B U R N H A M R. D. Sprint Together with NEXTEL -� __ -_ - -- -__ -_ ____ 10545 WILLOWS ROAD NE P.L. 338' -0't —__ __° SUITE 100 `� REDMOND, WA 95052 1 ' T1. 7400 p c1 9 r / % j ED 4k P I k I mac. R /1/Pe SEE GROUNDING ST E VEN M. N. PL01NMN C / , % r ' NOTE # - -. _ = : -3 1 / / . � iP PORTLAND, OREGON .. /; 9 , N EW NEXTEL AUTOMATIC , / / TRANSFER SWITCH (ATS) \ 7L. E Q I U P 9 TH OF 005 EXISTING METER 1, / n. - REVISIONS / " I I iwii -W:4. WM* NO. DATE DESCRIPTION ' / I K (— X— X— x —x —x —x X—X -x —X— d - . ' EN . _ Q 06/21/07 CD REVIEW / /j] / ` 1 L l —p— _P— —o_ _• — _ p_ —P— — —p— J ` _ . " �" / 06/29/O7 CD FINAL / I X G' / ' /4 — I / / n Ii / / / A /J / �� - / G L % 4 r_ i____ ; / i x `` J t_ \ o • T L. 7000 i / % ' r X �� 1 GAZLEY 0 , / d N / PLOWMAN a % / / i I J \~ NOTE G y ARCHITECTS ■ / :i01 . \N lnughn i ,66, 75-0 Pmaund Op 0.210 1 503 03 27+ 7100 1 % \ 1� ,—, ' ‘L'. ' / f 11.■ A , ,. , w. , 1 si-/\--,,,, , 1 , ,,, , ,,,, --„, _,_ ,_., , ,._ x – ,. x x x x , x> -, , „ ; , , ,,, ,____ ,.„,,,,,,, ,,,,.. -,-,-..-...., ,,,,,.„ ' -I "1-7 1 ,1' 4 '7 1 r / r.L. 2200 \ \ \} r �i J_\ LOT 6 ;,, > J / % v ` \ NEW DIESEL -'` \ f E / CONCRETE PAD , X GENERATOR ON 11117 SETS ARE 50% REDUCTIONS I ' $ / / \, 1 , O „ 8 , O „ � PAD I SI TE NAME / AO A X � k BONITA /BURNHAM ROUT: r OF ACCESS _ — r I SITE NUMBER /, / „— _ ; �?.L_3z9_ o t v f / G ROUNDING NOTES: BLDG. A ,'BLDG. B / . BLDG C — - - •� i OR0104 / 308367 t l f . . / / w ALL GROUNDING TO BE #2 AWG SOLID, BARE TINNED COPPER UNLESS OTHERWISE NOTED. u / a l � I SEE SPRINT NEXTEL GROUNDING SPECIFICATIONS. t o / o ' o �% 'I I SITE ADDRESS °!� m a / I N 7. 1. GRO UND SUPPORT LEG OF GENERATOR TANK WITH 2 HOLE BOLTED GROUND LUG AND J k .i, % 7 CADWELD GROUND LEAD TO NEAREST EXISTING GROUND RING GROUND ROD. �% /, / / g ' " I BURNHAM BUSINESS 8 STOR. • SEE ENLARGED .: . ' / �� O/ .�, ,b 2. GROUND ATS CABINET WITH 2 HOLE BOLTED GROUND LUG 8900 SW BURNHAM RD. SITE PLAN �' •I • _+ I• I / O AND CADWELD GROUND LEAD TO NEAREST EXISTING GROUND RING GROUND ROD. 2 /A -2 , L _ I f ice/ /d P II TIGARD, OR 97223 • •Y :: .- '. . ADDITIONAL NOTES: o -- L----I / /� ,� I a I SHEET TITLE o # Oo. ■. / 3 . PROVIDE NEW CONDUITS TO NEW GENERATOR PER MANUFACTURER'S RECOMMENDATIONS. N ; a �_ te- I . . // //, N OVERALL AND ', / . ‹�, 71 ; '' %., 4. ALL PENETRATIONS INTO EQUIPMENT SHELTER TO BE PATCHED AND MADE WEATHER TIGHT. ` 9� (, ENLARGED SITE ._� �.j \ 5. VERIFY ALL UTILITIES PRIOR TO DIGGING. PLANS P.4 �, % 0 0 -- `` (3j c ' I S HEET NUMBER A 1.0 OVERALL SITE PLAN SCALE: 1 = 50' 1 ENLARGED SITE PLAN SCALE: 1/4 = 1' 2 I 07 -146 MO 1 I • '• r 1 • Sprint - Lo9elher with NEXTEL EXISTING UTILITY G ENERATOR - Mg POWER 40kW SOURCE FEED DIESEL GENERATOR MODEL KD401, 10 WILLOWS ROAD NE 3'_g" WEIGHT = SUITE 100 / / / / 2457 LBS. 7' 4" REDMOND, WA 98052 „.--- EXISTING METERBASE • M WITH MAIN BREAKER ATTACH GENERATOR TO NEW 9' -0" LOCATED ON X 4' -8" X 2' -0" SLAB W. (4) BACKBOARD 5/8 "0 HILT KBII BOLTS W/ 6" sv • 200Ai EMBEDMENT THOUGH HOLES IN FRAME PROVIDED BY ' I Y f � I • MANUFACTURER AT EACH CORNER. NEW 2" CONDUIT W/ (2) 3/0 AWG P (1) #6 AWG G CONNECTOR ENCLOSURE \ 1 2" CONDUIT W/ 200A NEMA 3R AUTOMATIC \ ��RFD (2) 3/0 AWG, P TRANSFER SWITCH cD 3/4" CHAMFER TYPICAL \ LIFT OFF ACCESS PANEL co 5 (1) #6 AWG, G in N S TEVEN M. N PLOWMAN c- EXISTING J1 PORTLAND, OREGON •_ GENERATOR J' 0 RECEPTACLE OR MATCH EX STING a � a - 9�e OF ��` OUTSIDE INSIDE 200A ` EXISTING • c ^ N� COMBINED 4 a a 1 _ ELECTRICAL LOAD • • ! • • a • • • • • • 4 • REVISIONS EXISTING ! CENTER W/ BUILT a 4 : q a a TT NO. DATE DESCRIPTION CELLULAR „ �c-e -c IN MANUAL �',f'O d , ": a a a 4 1 1; A. ; , • ' F` IX a a a 1 T I a os /z1 /o7 co REVIEW SHELTER 20 TRANSFER SWITCH - (NI — a {� n & TVSS. I I I I_ a __ I. I q I - ,L 06/29/07 CD FINAL • • • • • COMPACTED NATIVE • • a e 4 • • • e _III_ a s -I I I -I EXISTING TELCO _ I , , BACKFILL I I __ 02 1 - � I I --i iii--1 I -1 i —I III I —I I - - ' - - I I - - � I I- I I ALARM BOARD I' I I I -1 1/4" TYP. I I I - - I I / 1 - 110° I 1 / 8 1 " RE-BAR I / I � -3 MIN, - -I I I 1 1 I _ GENERATOR STUB UP ARE �'TYP.� 5 I i I l I L I I —I I )- 11 1/4" TYP,_ I I 12" O.C. / / - CLR. Q I I I I_ I- VERIFY CONDUIT SIZES I 11 _g'_ I — I i t M AX.: I -- - -- -III -- 1 I I - 1 1 1 - - 1 1 1 � 1 1 1' III — III 1 1 1 - - 1 PRIOR TO POURING SLAB. - it - TYP. I r ! I I III — III - III I I I III III — III - SEAL PENETRATION WATER -TIGHT (TYP) / 5 / / SEE ONELINE DIAGRAM. g -0" / V 1" CONDUIT W/ 2" CONDUIT W/ SLAB SLAB GAZLEY (14) #24 AWG, C 1/2" CONDUIT W/ (2) 3/0 AWG, P (ALARM SIGNALS) (2) #12 AWG, P (1) #6 AWG, G v AR ROUTE THROUGH (1) #12 AWG, G 270/ NW 1atighn SHELTER AS 1/2" CONDUIT W/ GENERATOR DETAILS (SIDE ELEVATIONS) 3/4" = 1• -0" 1 SIIIIC ; `'' p,, ,,,,, REQUIRED (4) #14 AWG, C 1 (START SIGNAL + I 1 I 503 7801 la% SPARE) I I - I y °I 1 I I I I 1 20/240, I HTR ^• I j NEW ASCO SERIES 200A OUTDOOR 1 PHASE 40KW LSAT CHGRZ --• • J 1 if AUTOMATIC TRANSFER (ATS) DIESEL GENSET 1 1 u © 150 I I< 150 ` 'I I ONE LINE DIAGRAM NTS 2 I © INSTALL NEW C- I SERVICE TO ATS: I 11x17 SETS ARE 50% REDUCTIONS I 1 A2. SEE ONE LINE DIAGRAM l � ,_ - �� _� -_ -- 1 I SITE NAME I 1 ' X X — X — X — —X — ‘' X - X — X I = R - R- ° 4 ; n . d x O 1 x li BONITA /BURNHAM II I EXISTING METER � — F___1_371 i (�/ \ G3 ) I SITE NUMBER I I I / \\ l / OR0104 / 308367 \� 1, © CONDUITS• SEE \ '1 : � , A2,0 ONE LINE DIAGRAM O U I SITE ADDRESS I En 11 - L X � BURNHAM BUSINESS & STOR. �, �1 I \ 8900 SW BURNHAM RD. .II -I I TIGARD, OR 97223 ` I � �. } > \ ✓+1 ` i SHEET TITLE I � + I y � ��f1.• GENERATOR AND fi X,.,><._ L ELECTRICAL i X x x X X , ti X ,- _X T -4— ' , ,7-` � DETAILS 11 1 /V ( I SHEET NUMBER I iX hn . N. /A . ..I 1/1 . n ' ,'V . r-A. . r. In . r� A-2.0 NOT USED NOT TO SCALE 3 ELECTRICAL PLAN 1 = 1'-0' 4 107 -146 A20 1 f ` • ►7 r�'' M 5 40kW D i e sel 4n =S ;ite • • POWER. Power Industrial• � Generator `f r- Mo`d eP Emissions , Standby Rating Prime Rating MQP40SS EPA Certified 60 Hertz 40 kW (50 kVA) 36 kW (45 kVA) rr iii,'3 ?':tF`!:;:q. a_::..;_.,E.. • -., ,`elEf'f! e!ii, S;icTVif;: i 1 s A ti i� �/'r�' JUL ti 1 R POWER GITV BUILDING ®IVISP' • • Standard Features Heavy Duty Engine Cooling System • Heavy duty, 4- cycle, diesel engine; turbocharged direct injection, • Closed circuit, pressurized system with ambient temperature rating water cooled, overhead valves. of 40 °C (104 °F). • Manual speed control governor. Generator Control Panel • Meets EPA emissions standards for mobile off- highway. ■ ICS -50TM' microprocessor - based, digital control panel; vibration Alternator isolated and NFPA 110 compliant. • Brushless, 4 -pole, synchronous, 12 lead design. • Liquid crystal display screen with alphanumeric readout for display • Class H insulation system conforms to NEMA MG1 -22, BS5000, and programming. CSA- C22 -2, IEC -34-1 standards for temperature rise. • Self- diagnostic feature continuously verifies processing, memory • Sustained short-circuit capability allowing downstream coordination circuits and input/output. breakers to trip without collapsing the generator field. Skid and Housing • Drip-proof, self-venting, amortisseur windings. • Outdoor weather-protective, sound-attenuated housings with single- • Epoxy impregnated windings with tropical insulation for increased side access doors. environmental protection and long life. • Generator available as skid -mount or sub -base tank mount design. II Exceptional waveshape and voltage balance; 213 pitch winding to • Integral vibration isolators. minimize harmonic distortion. • Steel battery rack and battery cables. Electronic Voltage Regulator Warranty ■ Engine - generator sets are covered by an express written 2 -year/ ■ Encapsulated electronic voltage regulator precisely regulates the 2000 hour (whichever occurs first) limited warranty. current into the exciter field. • Optional extended warranties available. • Voltage regulation of ±1.0% no load to full load. Agency Approval Full Load Acceptance ■ UL 2200 certification. • Accepts 100% of standby nameplate rating in one step, in compliance with NFPA, pars 5- 13.2.6. 40kW Diesel On -Site ' "' R. Poawer industrial Generator /'17WER . Alternator` Specifications Sta 3- Phase Generator Optional. Full Output 1 -Phase Generator Manufacturer /Model Marathon MagnaPlus 284PSL1742 Marathon MagnaPlus 284PSL1750 Type 4 -Pole, Rotating Field 4 -Pole, Rotating Field Exciter Type Brushless, Shunt Excitation Design Brushless, Shunt Excitation Design Number of Leads 12 Lead, Broad Range, Reconnectable 4 Lead Voltage Regulator SE350, Solid State, Volts- per -Hertz SE350, Solid State, Volts- per -Hertz Insulation NEMA MG1 -1.66 NEMA MG1 -1.66 Material Class H Class H Temperature Rise 125 °C, Standby Rating 125 °C, Standby Rating Bearing, Type Single, Sealed Single, Sealed Coupling Flexible Disk Type Flexible Disk Type Cooling Air Volume 250 cfm (7.1 m /min.) 250 cfm (7.1 m° /min.) Amortisseur Windings Full Full Voltage Regulation (no load to full load) ±1% ±1% Single Step Load Acceptance per NFPA 110 100% of Rating 100% of Rating • Engine Specifications • Amperage , Manufacturer/Model Isuzu 4JG1TPV -01 Voltage Phase Wire Amperage Type 4- cycle, direct injection, turbocharged. 120/208 Volt 3 4 138 water cooled 120/240 Volt 3 4 120 Cylinder Arrangement 4 In -Line 277/480 Volt 3 4 60 Displacement 189 in' (3.1 liter) 120/240 Volt 1 3 133 Bore 3.74 in. (95 mm) 120/240 Volt Full Output 1 3 167 Stroke 4.21 in. (107 mm) Compression Ratio 18.61 Cylinder Block Cast iron Cylinder Head Cast iron, overhead valves Lubrication System ' Crankshaft High carbon steel, forged and tuftrided Type Gear Driven Brake Mean Effective Pressure 153.65 psi (1.06 Mpa) System Capacity Less Filter 2.0 gallons (7.6 liters) (BMEP) . Rated RPM 1800 RPM System Capacity -With Filter 2.5 gallons (9.6 liters) Max. Power ® Rated RPM Standby: 66.0 bhp (49 kW) Oil Filter Full flow disposable spin on (with tan) Prime: 58 bhp.(43 kW) Oil Cooler fhtegral Governor Type Mechanical Oil Temperature Normal Range 185 -230°F (85 110°C) Frequency Regulation: 8% under varying loads from no load Maximum Range 230 °F (110°C) no load to full load to 100% rated load. Frequency Regulation: ±0.5% of mean value for constant Steady State loads from no load to full load. Air Cleaner Type Dry Electrical System Battery Charging Alternator - Make Hitachi Rating Guidelines Ground Type Negative STANDBY POWER: Rating corresponds to ISO Standard Fuel Stop Power. It is applicable Volts (DC) 12VDC for supplying standby electrical power at variable load in areas with well established electrical networks in the event of normal utility power failure. No overload capabllfty is Ampere Rating 50A available for this rating. Starter Motor Make /Model Mitsubishi PRIME POWER: Rating corresponds to ISO Standard Power for continuous operation. It is Starter Motor Rated Voltage 12VDC applicable for supplying electrical power at variable load for an unlimited number of hours Starter Motor Battery Capacity 650 Ah instead of commercially purchased power. A 10% overload capability is available for this rating. Pre Heater Typ Glow Plugs SINGLE PHAS OUTPUT: Broad range alternators can supply singly phase output up to Inrush Current 860 A 2/3 set rated 3 -phase kW at 1.0 P.F. Refer to Amperage chart. Cranking Current 600 A • 4 . 4 : Diese l On =S t.e.. OWEr� P owerindustrial , Generator Cooling System .. ....' :_. Exhaust Manifold Type Dry ~ a _. - -I Radiator Design Standard horizontal discharge r -1- -; - -1- ,� Ambient Temperature Rating 180°F (82 °C) i ` I - - Ei Coolant Capacity (Engine Only) 1.3 gallons (5.0 liters) ��! o 0 Water Pump Design/Type Belt driven, Centrifugal Vane l t E ( ` J I i Co Flow 19.5 gal /min (73.8 Umin) - Radiator Cooling Air 85.0 dm (2.41 m3 /min) GENERATOR CONTROLLER Heat Retectlon t Rated Load: a lCS-50 microprocessor-based digital generator controller. From Engine Standby: 3642 Btu /min (6.4 kW) ■ 12 or 24 Volt DC compatible. Prime: 313.0 Btu/min (5.5 kW) • Meets all NFPA 110 requirements for emergency power systems To Coolant Standby: 1992.2 Btu /min (35 kW) Level I installations. Prime: 1764.5 Btu /min (31 kW) ■ Backlit LCD display screen with alphanumeric readout Fan Diameter 15.7 in. (400 mm) ■ Front panel keypad provides password protected programming. Fan Horsepower 0.8 hp (0.6 kW) ■ Self diagnostic features continuously verify processing, input/ High Water Temperature Indication Pre - Alarm: 210.2 °F (99 °C) output and memory circuits. Shutdown: 221.0 °F (105 °C) • Metering accurate to ±1% within temperature range of 0°C to Pressure Cap Setting 7 psi (48 kPa) +50 °C. ■ EMI/RFI noise immunity and surge performance per IEEE • C62.41. , Fuel System • . ■ Certified to UL508 and CSA 22.2 #14 Industrial Control Fuel Injection Pump Make Bosch / Zexel Equipment Standards. Recommended Fuel ASTM -D975 / No.2 -D Feed Pump Pressure 24.9 psi (172 kPa) Standard Controller Features Feed Pump Maximum Suction Head 3.3 feet (1.0 meter) AC Metering Display: • Emergency Stop Replaceable, spin -on, paper ■Voltage /Amperage/ ■Loss Of Speed Fuel Filter element type filter Frequency a Overcrank Total Fuel Flow 39.6 gal/hr (150 Uhr) • Generator Phase Voltage / Current • Overspeed • Generator Frequency • Low Oil Pressure Fuel Consumption Engine tnformation Display: • High Engine Temperature Standby Prime a Engine Temperature / • Low Coolant Level Diesel Fuel At % of Load l/hr Uhr qa { ) gal/hr (Uhr) Oil Pressure (psi) • Spare Programmable Digital Faults 100% 3.4 (12.9) 2.9 (11.0) ■ Battery Voltage (DC) I Tachometer Switches And Operating Controls: • Hourmeter • Run / Off / Auto / Load Test Buttons 75% 2.4 (9.1) 2.2 (8.3) Timer Countdown Display: or Decrement I Increment ! Previous 50% 1.7 (6.4) 1.6 (6.0) a Engine Start Delay (Exit) /Next (Enter) Program Buttons 25% 1.1 (4.5) 1.1 (4.5) • Oil Bypass • Emergency Stop Button • Overcrank • Audible Alarm Horn - ■ Cycle Crank BO dB(A) at 2 feet ■ Rest Period ■ Alarm Horn Silence Button ■ Starter Re- engage Delay • Lamp Test Button • Bypass Delay • Fault Reset Function Exhaust Flow at Rated kW Standby: 331.9 ctm (9.4 m° /min) Minor Fault Warning Display: • RJ45 Remote Communications, Exhaust Temperature at Rated kW Standby: 856 °F (458°C) • Switch Not In Auto External Expansion Module Ports ■ Low Fuel Level Control LED Indicators: Maximum Allowable Backpressure 40.95 in/wc (10.2kPa) • Low Oil Pressure Alarm • Switch Position (Run, Off, Auto, Heat Rejection To Exhaust Standby: 56kW 3187.52 Btulmin • Low Engine Temperature Load Test) • High Engine Temperature Alarm • Common Alarm (Minor Fault) • Low Battery Voltage • Common Shutdown (Major Fault) • High Battery Voltage a Generator Ready (When in Auto) ■ Weak Battery Condition ■ Speed Signal berating Factors Altitude Ambient • Battery Charger Input Fail a Emergency Stop Temperature • Undervoltage Diagnostic LED indicators: • The engine may be operated up to 500 ft. • Underfrequency • Run Output Energized and up to 25 °C without derating. For • Overtrequency • Crank Output Energized operation at higher attitudes and ambient 3% / 1000 ft. 0.36% / °C • Overcurrent • Remote Start Signal Initiated temperatures, the power should be Major Fault Shutdown Display: • Common Fail Output Energized derated according to the following factors: • Overvoltage • Watchdog - CPU Running • Programmable Output Contacts • • 40kW On - Site /�QWER. Power 111idustrial Generator • • Generator Set Options Alternator Open Unit Miscellaneous ❑ Full output 1 Phase Alternator 0 Critical Exhaust Silencer u Main Line Circuit Breaker u Generator Strip Heater ❑ Exhaust Mounting Package LI 120/208 Volt, 3 Phase, 3 Pole ❑ Permanent Magnet Generator (PMG) Electrical System ci 120/240 Volt, 3 Phase, Delta, 3 Pole Control Panel o Battery D 139/240 Volt, 3 Phase, 3 Pole ❑ Remote Monitoring and Generator u Environmental Plastic Battery Box u277/480Volt, 3 Phase, 3 Pole Network Communications Link u Battery Charger, Equalize /Float Type a 120/240 Volt, 1 Phase, 2 Pole Voltage Adjusting Rheostat 3.5 Amperes o Main Line Circuit Breaker Options Cooling System a Battery Charger w /Alarms, Equalize /Float u Auxiliary Contacts o Coolant Heater Type, 10 Amperes uDC Shunt Trip Fuel System o Low Coolant Shutdown Safety ❑ Remote Annunciator Panel u Radiator Duct Flange ❑Sub base Fuel Tank (12 hr / 39 gal), Double ❑ Remote Emergency Stop Kit Wall. UL142 Engine - L.) Vibration Isolators, Spring Type ❑ Electronic Governor , O Sub -base Fuel Tank (24 -hr / 77 gal), Double Wall, UL142 ❑ Engine Crankcase Ventilation Filter Automatic Transfer Switch Enclosed Unit ❑ Amperage ci Outdoor Weather - protective Housing u No Poles o Outdoor Sound - Attenuated Housing p Type Enclosure A p� ❑ Critical Grade Exhaust Silencer ❑ Options u Exhaust Mounting Package • • • ❑ Rain Cap a o Weights and Dimensions ' ' Housing A B C Options Skid -mount 12hr fuel tank' 24hr fuel tank' 84 in. 34 in. 43 in 48 in. 58 in. open (2,133 mm)_ (863 mm) (1,092 mm) (1,245 mm) (1,473 mm) • Genset : •. = `::::Weight; ;;; 466abs: :' : 1925 lbs :, = `: 2 03t):Ibs ':; 665: k 873 k 21: 84 in. 34 in. 66 in. 72 in. 81 in. QII II0 (2,133 mm) (863 mm) (1,676 mm) (1,829 mm) (2,057 mm) Standard : „ ::::= -.....:.._ ....,.. „ . , . , 1:,893..,Ibs _ . , lbsi : • kg)i B (859 ': ;_':(1;067.ta3) _ " ;(1,7y4tcg} ., 84 in. 34 in. 66 in. • 72 in. 81 in. Sound (2.133 mm)_ (863 mm) (1,676 mm) (1,829 mm) (2,057 mm) Attenuated : : :::::.::.::.::.:. . ° ":::, :1,948lbsl .: 2;405 °Ibs f - _2;510'tbs; „... {1,13B kg }•;' Optional NOTE: Weights are based on dy genets with standard equipment. The total weight may vary according to e fluid additions and/or optional equipment ordered with the unit. Backteed to a utility system can cause electrocution and/or property damage. Do not connect to any building's electrical system except through an approved device. Specifications are subject to change without notice. Your MQ Power dealer is: ■mimm■ MO POWER POST OFFICE BOX 6254 CARSON, CA 90749 Neu 310.537 -3700 • 800- 883 -2551 FAX: 310 -632 -2656 E -MAIL: mgpower@multlquip.com • POWER WEBSITE: www.mqpower.com co COPYRIGHT 2007, MO POWER Rev. 0 (05 -07) MOP4OSS