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Plans RECEIVED • ® u�Yoworid.Delivered. II t&t * VelOCiteI9giiN ` � complete wireless solutions .PROJECT CONSULTANTS' S t Your world. Delivered. T VelOCI`er its Installed in Concrete CITY F TIGARD Approved plans compl.t. wlr.lswe •olIBYI. • 1 ❑ Special Moment-Resisting Concrete Frame Approved � r, L\ •_..-..[13� shall be on job site. PLANS PREPARED BY: _ CO WASHINGTON SQUARE y Approved 4COOP,,K,KG,,ETONG See Le ❑ Reinforcing Steel&Prestressing Steel Tendons Letter to:Follow ... ❑ Structural Welting 9585 SW WASHINGTON SQUARE ROAD Attache. ------ OFFICE COPY '�' °'" ` SURE ❑ Hi h-Stren ht Boffin permit ���bsr: �� r ✓rte• P �'�"� �; ,",�;"• g g g TIGARD, OR 97223 ❑ Structural Masonry WASHINGTON COUNTY r������% •�'"� ������' �' aak•� WWW.R:DRI�Ra,T�NE{�� By: .i•zv.• Date: A R' r OPRIETARY INFORMATION -PROJECT INFO. 0 PVT!11 PW11 Reinforced Gypsum Concrete ❑ Insulating Concrete Fill DO DOCUMENTS IS PR PRINT RY IN THIS NATURE ANY CONSTRUCTION RUCT ON DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T WASHINGTON SQUARE ❑ Spray Applied Fire-Resistive Materials CROWN CASTLE#879570 WIRELESS,LLC.SERVICES IS STRICTLY PROHIBITED. 9585 SW WASHINGTON SQUARE ROAD rS and Caissons TIGARD,OR COUNTY gielyifl° i GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX WASHINGTON COUNTY 8 j . ._ f .�,a,.i �l. '3 °.. y -ISSUED FOR: ..,'' APPLICANT: PROPERTY OWNER DWG. ') + { , . e :::18r"......i..::: ° AT&T MOBILITY CO RPORATION ESS VRS NO. DESCRIPTION r I S G vation and Filli s � t` T-1 TmFSHEET L CONSTRUCTION J F p 18221 NE 72nd WAY,RTC 3 2796 E COTTONWOOD PKWY,STE 400 t in t '4 d t .;.� I P•O.BOX 97061 SALT LAKE CITY,UT 94121' ;trot Systems N K + >° � R REDMOND,WA 98052 TOWS OWNER A G-1 GENERAL 1 'S TE PLAN TES _REV=DATE:=ISSUED FOR: BY:— �; N• '�' -, : PROJECT ENGINEER: 8547154TH AVE NE A-2 EXISTING 8 PROPOSED ENLARGm SITE PLANS I I* }'- 1 II,• ION -t-mobro' CORNERSTONE ENGINEERING,INC. REDMOND.WA 98052 A3 CONSTRUCTION DETAILS 18928 WOODINVILLE-REDMOND RD N.E.SUITE 210 A-4 GENERATOR SPECIFICATIONS I i ' • , l�R *r 'hb� + +•"�' •• WOODINVILLE,WA98072 PROJECT MANAGER - r + �' `� �, • v + °a MARK W OLSON,P.E. DENO MASCENTI E-1 ONE LINE DIAGRAM&ELECTRICAL SCHEMATIC '`( -� •t7lrui ._._.-! :'; 'r'N ..•S,i - 'NIA 'w A _ P ( 1324 (503)7205965•1 1, PH:(425)487-1732 f ;f d.mascenl@velodtaLcan 7-09-12 CONSTRUCTION AA- 1 7 p� 0 = • r i.o.' t +• PROJECT CONSULTANTS. CONSTRUCTION MANAGER VELOCITEL 3 i+: ' 11..... a..tn '71.4. '�. •s v V' �ati Ind w 8 ;�"°"' 4004 KRUSE WAY PLACE DENO MASCENTI QA 05-21-12 CLIENT REVIEW AJB•I. 1 - f. ^-4'," I.'f':7:,s r rt," �`. I . . 4: (503)720-896.5 1 I. : rj . w , • ��,� BLDG SW SUITE d.mascentl©vekalel.com -DRAWN BY:=CHK: APV.: I I r_.._. c 3 LAKE OSWEGO,OR 97035 I. :1;';'''':.` y : y`r `i ''' -� ,+ h INFORMATION: SITE ACQUISITION/PERMITTING: MB I MWO I MWO �! CODE INFO SOPHIA MEKKERS V. :_? - I..�err�y �-� p + '�;�ti��� u,� � � CURRENT ISSUE DATE t J r 1._, F % _ i• ZONING CLASSIFICATION:MUC (503)380-1584 r"- .�; ! * - � •..%-,-Ty, k--- BUILDING CODE:IBC 2009 s.mekkens�velocitel.00m ()7-09-12 ji.•� �1 J i .:-.r----- �iUry>�►rs14. .�,Ii_is�i�. .r,;ar.•'r .. .Jit" CONSTRUCTION TYPE:TELECOMMUNICATIONS OCCUPANCY:UNOCCUPIED _LICENSURE: JURISDICTION: CITY OF TIGARD DRIVING DIRECTIONS PROPOSED BUILDING USE TELECOMM At� ,FROM AT&T MOBILITY IN REDMOND:HEADING WEST ON SR520 SITE LOCATION: (BASED ON NAD 83)TAKE THE RENTON EXIT ONTO 1.405 S.CONTINUE ON WA-518 W.TAKE THE PORTLAND EXIT ONTO 1-5 S.TAKE EXIT#294/I1GARD/NEWBERG.CONTINUE ON LATITUDE: 45'Zr 10.T N(45.45296) / SW BARBUR BLVD(OR-99W).CONTINUE TO FOLLOW OR-99W.TAKE RAMP ONTO OR-217 N TOWARD BEAVERTON/SUNSET HWY.TAKE EXIT#5/GREENBURG LONGITUDE: 122.48'41.3'W(122.77814) ��J+w�� RD.TURN RIGHT ON SW GREENBURG RD.TURN LEFT ON SW WASHINGTON SQUARE RD.ARRIVE AT 9585 SW WASHINGTON SQUARE RD,TIGARD. TOP OF STRUCTURE: 87•-0'AGL PARCEL NUMBER: Rk yy O�`'e�il"f9��Z TOP OF MONOPOLE: 75-0'AGL BASE OF STRUCTURE 0'-0'AMSL(ASSUMED) PROPERTY ID:12236587&R236596 AREA OF PARCEL: LEGAL DESCRIPTION =DRAWING INFORMATION: PROJECT AREA 1158 ACRES DO NOT SCALE IXtAW WGa.COIRRAGTOR MUST VERFY 230 SQ,FT, SEC26,T1 S,R1 W,W.M. ALL DNENSIa S AND ADVISE CONSULTANTS OF ANY APPROVAL I SIGN OFF OF DRAWINGS NEW IMPERVIOUS AREA E PGEEDVp THIS AWING PRE SUPERSEDED B ELATEST REVIISION. CONSULTANT GROUP SIGN OFF DATE INITIAL AND PRINT NAME AT&T SIGN OFF DATE INITIAL AND PRINT NAME GENERAL INFORMATION: SQ. TIE NFROORRIETnav BY NNAA7NmE NANYY oOF ISDOCUMENTS O IO LANDLORD'S REPRESENTATIVE RF ENGINEER 1.PARKING REQUIREMENTS ARE UNCHANGED.(NON ASSIGNED TECH PARKING) OTHER THAN A. N IS RELATED TO NAMED CLENT N RI aTCTLY PROHIBITED. TRAIC IS UNAFFEC 2.TRAFFIC CONSTRUCTION COORDINATOR INTERCONNECT 3.NO SIGNAGE IS PROPOSED. DRAWING TITLE PROJECT MANAGER OPERATIONS _ PROJECT DESCRIPTION: TITLE SHEET SITE ACQUISITION COMPLIANCE THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY,CONSISTING OF ADDING A 50kW DIESEL GENERATOR DRAWING NUMBER: ZONING CONSTRUCTION MANAGER MOUNTED ON A NEW CONCRETE SLAB. CONSTRUCTION MANAGER PROJECT MANAGER T 1 REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED CEI JOB NUMBER GEN 12-35021 GENERAL NOTES: GENERAL NOTES(CONTD): STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS 1. DRAYYu4Gs ARE NOT TO BE SCALED.WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS 26 IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT ANOFCRNfTENNA FRAMES WHERE 1. sHOp DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT AC AIR CONDITIONING LBS POUNDS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALL CONFIRM(PRIOR FOR REVIEW PRIOR TO FABRICATION. AGL ABOVE GRADE LEVEL UNLESS NOTED OTHERWISE.THE GENERAL CONTRACTORS SCOPE OF WORN SHALL TO SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE APPROX APPROXMNTELY MAX MAXMNLDA INCLUDE FURNISHNG ALL MATERIALS,EOUPMENT,LABOR.AND ANY RECUIREMENTS PRESENCE OF POST TENSION TENDONS VAIN II THE ROOF SLAB-RESIN:MG FROM NI 2. STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION(INCWDNG FELD WELDING, MECH MECHANICAL ���+ DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED N THE DRAWINGS AND UNDOCUMENTED DESIGN CHANGE IN THE EDITING BUILDING'AS-BULT DRAWING SET-HAVING HIGH STRENGTH FIELD BOLTING.EXPANSION BOLTS,AND THREADED EXPANSION BLDG BULDNG MTh METAL L OWNERS PROJECT MANUAL INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE WI EMBEDDED STEEL ANCHORS)SHALL BE BASED ON THE A.I.S.C.'SPECFICAfION FOR THE DESIGN, BLK BLOCKING MFR MANUFACTURE REBAR.IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'LATEST EDITION MGR MANAGER Your world.Delivered. 2. PRIOR TO THE SUBMISSION OF BIDS,CONTRACTORS INVOLVED SHALL VISIT THE JOB PROVISIONS FOR X-RAY PROCEDURES(I%CLUDED IN BID)FOR ALL PENETRATION AREAS WHERE SUPERVISION SHALL BE N ACCORDANCE WITH EC 2036 CHAPTER 22.BY A QUALFIED CLG CEIUNG MIN MINIMUM BRE TO FAMILL RAZE THEMSELVES WITH AU.CONDITIONS AFFECTING THE PROPOSED ANCHORING OCCURS. TESTING AGENCY DESIGNATED BY THE CONSULTANT.THE CONSULTANT SHALL BE GUI CLEAR MISC MISCELLANEOUS PROJECT.CONTRACTORS SHALL VISIT THE CONSTRUCTION SOS WITH THE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. CONC CC N RElE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM 28. GENERAL&SUB CONTRACTORS SHALL USE STAINLESS STEEL IET/LL LOCKNG TES FOR ALL COST CONSTRUCTION NA NOT APPLCA E THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN.ROOK TO PROCEEDING CABLE TRAY TIE DOWNS MD AU.OTHER GENERAL TIE DOWNS(WHERE APPUCABLE).PLASTIC ZP 3 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONE CONTINUOUS NC NOT IN CONTRACT WITH CONSTRUCTION,ANY ERRORS,OMISSIONS.OR DISCREPANCIES SHALL BE TES SHALL NOT BE PERMITTED FOR USE ON AT&T PROTECTS.RECOMMENDS MANUFACTURER NS NEAR SIDE PROJECT CONSULTANTS BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND N SHALL BE PANDUIT CORP.METAL LOOKING TIES MODEL NO.ILT4SCP UNDER SERES30E(OR TYPE OF MEMBER DEL DOUBLE PETS NOT TO SCALE WRITING. EQUAL).PANDUT PRODUCT DISTRIBUTED BY MARC OF TACOMA WA DIA DIAMETER A WIDE FLANGE SHAPE ASTM A35.Fy W 51 DIG DIAGONAL 00 ON CENTER ` O�'L- 3 THE ARCFITEC7SIENGINEERS HAVE MADE EVERY EFFORT TO SET FORM N THE &OTHER SHAPE,RATES AND ROO ASTM A36,Fy 36 KSI ON DOWN 00 OUTSIDE OIAETER ,`_T'yJ] ��,/.y��l CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE CF WORK DESIGN CRITERIA: C.PPE COLUMNS ASTM A53,Fy 35 KSI DET DETAL CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR D.STRUCTURAL TUBING ASTM MOO.Fy 46551 DWG DRAWING PLYWD PLYWOOD OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT 1. 11E STRUCTURAL DESIKIN OF THE PROJECT B N ACCORDANCE WITH THE E ANCHOR BOOB ASO'A307 PROJ PROJECT complete w I f•I••• so 1 Y!1 O n• EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT MD IMPROVEMENTS F.CONNECTION BOLTS ASTM A325 TWIST4FF TYPE EA EACH PROP PROPERTY IN ACCORDANCE WRH THE LATENT OF THESE DOCUMENTS.THE BIDDER SHALL BEAR INTERNATIONAL BUILDING 201 CODE 2008 WITH OREGON STRUCTURAL SPEGVLLTY CODE a ELEVATION PT PRESSURE TREATED AM£NOJENT3(0380 21H0) THE RESPONSIBILITY CF NOTIFYING ON WRITING)NE AROUTECTENGNEER OF ANY 4. ALL WITERIAL TO BE HOT DIPPED GALVANZED AFTER FABRICATION PER A123LAl23 A- ELEC ELECTRICAL PLANS PREPARED BY: CONFLICTS,ERRORS,OR CAISSONS PRIOR TO SUBMISSION OF CONTRACTORS 2. DESIGN LOADS: BO EQUAL REO REQURED PROPOSAL..IN THE EVENT OF DISCREPANCES THE CONTRACTOR SHALL PRICE TIE DESIGN DATA FOR CITY OF TGAD,OR. & ALL WELDING SHALL BE N CONFORMANCE WITH AIS.L AND AWS STANDARDS AND SHALL EQUIP EQUIPMENT RN ROOM MORE COSTLY OR EXIENSNE WORK UNLESS DIRECTED OTHERWISE. BE PERFORMED BY WA.B.O.CERTIFED WELDERS US HG ENO XX ELECTRODES.ONLY EXT EXTERIOR RO ROUGH OPENING -ROOF SNOW LOAD NIA(NOT A ROOFTOP SOLUTION) PREQUALIFlED WELDS(AS DEFINED BY AWE)SHALL BE USED.WELDING CF GRADE 60 �� COFWGa!<TONC 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRBED NNE REINFORCING BARS OF REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN FIN FINISH SFR SHEET CONTRACT DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR -BASIC WIND WEED e6 MPH(3 SEC GUST) ELECTRODES.WELDING OF GRADE 40 RENFORCNG BARS(F REQUIRED)SHALL BE FLUOR FLUORESCENT SIM SIMLAR ALL CONSTRUCTION MEANS,METHODS.TEOHNIQIES,SEQUENCES,AND PERFORMED USING ETV XX ELECTRODES.WELDING WITHIN 4'OF COLD BENDS IN FLR FLOOR SPEC SPECIFICATION 16B2B WOOOINVLLE-REDE :Orr' D RO NE SUITE 210 PROCEDURES FOR COORDINATING AU.PORTIONS OF THE WORK UNDER THE .WED F-OPOBURE O R INFORONG STEEL IS NOT PERMITTED.SEE REINFORCING NOTE FOR MATERIAL FS FAR SIDE SF SQUARE FOOT N'OODINVILLE,WA 88072 CONTRACT. REQUIREMENTS OF WELDED BARS. FT FOOT SS BTANLESS STEEL STL STEEL PHONE 425.437,1732 FAX 425A81.1784 EMAIL: oLl®oortrrllcn-arpJam 5. THE CONTRACTOR SHALL NSTALL ALL EOUPMENT AND MATERIALS ACCORDING 70 CODE COMPLIANCE; C. COLD-FORMED STEEL FRAMING MEMBERS SHALES OF THE SHAPE,SIZE.AND GAGE GA GAUGE STRUCT STRUCTURAL VA W.CORNERST^ E-ENGFCOM MANUFACTURERSNENOOiS SPECIFICATIONS UNLESS NOTED OTHERWISE OR SHOWN ON THE PUNS.PROVIDE MN MUM SECTION PROPERTIES IFDIOITED.AU. GALV GALVANIZED STD STUD WHERE LOCAL CODES OR ORDINA,IMIS TAKE PRECEDENCE. ALL WORE AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE AI.S.L SPEOFKCATCN FOR THE GC GENERAL COMPACTOR SUSP SUSPENDED PROJECT INFO: CURRENT EDITIONS O THE FOLLOWING COOES AS ADOPTED BY THE LOCAL.GOVERNNG AUTHORITIES. DESIGN OF COLD-FORMED S7TEL STRUCTURAL MEMBERS.' ETp B GROUND 8. ALL WORK PERFORMED ON THE PROJECT AND MATERAS MSTALLED SHALL BE N GYP BD GYPSUM WLL BOARD THRU THROUGH PIA/11 NOTHING ON THERE PLANS IS TO BE CONSTRUCTED TO PERNR WORK NOT CONFORMING TO THESE TANG TINNED YY STRICT ACCORDANCE IMTH AU.APPLICABLE CODES,REGULATIONS,AND (:ODES: 7. BOLTED CONNECTIONS SHALL USE BEARNG TYPE ASTM P325 BOLTS(3/4'Mk)AND SHALL ORDINANCES.CONTRACTOR SHALL ONE ALL NOTICES AND COMPLY WENT ALL LAWS, HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. HOR! HORIZONTAL TYP TYPICAL ORDINANCES.RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 2008 NTERNATIONAL BUILDING CODE 20009 NTERNATIONAL RESIDENTIAL CODE HR HOUR AUTHORITY,MUNICIPAL AND UMLITY COMPANY NON-STRUCTURAL SPECIFICATIONS,AND LOCAL AID & NON-SUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE MI6'DNA.ASTM A307 HT HEIGHT UNO UNLESS NOTED WASHINGTON SQUARE GAS STATE JURISDICTIONAL CODES BEARING TI G ON THE PERFORMANCE OF E WORK 2003 NTERNATIONAL MECHANICAL CODE 20091NTERNATIONAL FUEL GAS CODE BOLTS UNLESS NOTED OTHERWISE. HVAC VENTING OTHERWISE 2008 FFPA 54-NATIONAL FUEL G CODE 2009 INTERNATIONAL FRE COOS (PROPANE INSTALLATIONS ONLY) 2039 UNFCRM PLUMBING CODE VENTILATION 7. GENERAL CONTRACTOR SHALL PROVIDE.AT THE PROJECT BITE,A FULL SET OF 8. ALL STEEL WORK SHALL BE PANTED W ACCORDANCE WITH NE DESKIN l AR CONDITIONING VERT VERTICAL 2008 IFPA 58-LIQUEFIED PETROLEUM GAS CODE 2008 NFPA 70 NATIONAL ELECTRICAL CODE VIF VERIFY IN FIELD CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA CONBERUCTION SPECIFICATION AND N ACCORDANCE WITH ASIA A36 UNLESS NOTED 9585 SW WASHINGTON SQUARE ROAD OR CLMIFICATONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. (PROPANE INSTALLATIONS ONLY) 1712 NATIONAL ELECTRIC SAFETY CODE OTHERYVISE D NSIDE DIAMETER THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED LOCI BUILDING CODE ORDINANCES 2008 ANSI/ILA/EA-222-G N NCH WI WITH TIGARD,OR 97223 'FOR CONSTRUCTION'AND EACH SUCCESSIVE SHEET BEARS TIE ARCHITECTS NFPp•101•LFf SAFETY CODE COAISI A117.1,2006 10. ALL WELDS TO BE 1M'FILLET UUHL ESC NOTED OTHERWISE. NFO NFORMATON WD WITHOUT SIGNED WET STAMP. 2009 INTERNATIONAL EXISTING BUILDING CODE WITH STATE WIDE AMENDMENTS FOUND N THE IBC NSUL NSULATION WP WATER PROOF WASHINGTON COUNTY 11. TOUCH UP ALL FIELD DRLLING AND WELDING WITH 2 COATS OF GALVACON(ZINC NCH NT NTERIOR B. TEE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE PAM)OR APPROVED EQUAL. BC NT9ANAITONA1 NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTERWISE. BULDING CODE ISSUED FOR I I. SEAL.AU.PEPEIRATONS THROUGH FRE-RATED AREAS WITH U.L.LISTED ORFRE CONCRETE NOTES: =P P= P TELEPHONE L :D CO NSTRUCTION MARSHALL APPRROVED NAIERIL9 IF APPLICABLE TO THIS FACLITY AND OR PROJECT SLL BE N ACCODACE WITH ACI316.SITE. TOWER/POLE NOTES: GROUND WE 2 CTE SHALL BE MID.PROPORTIONED,CEYED AND PACED14 ACCORDANCE -COAX-COAX- COAXILCABLEATE:-{SSUEDFOR BY:� 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NO7 1. VERFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED JAI III CFCHAP-TER 1B OF THE BC 200D.STRENGTHS AT Ze DAYS AND MIX CRITERA SHALL ANTENNA LESS THAN NW OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF BE AS FOLLOWS. LOADING IS TO BE DONE BY OTHERS. • ANTENNA PROJECT AREA DURING CONSTRUCTION. TYPE OF CONSTRUCTION 26 DAY STRENGTHS WC MINIMUM CEMENT 2 PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES 7O THE ELEVATION OF Al INITIAL AND IZ CENTERLINE -. 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING (I'c) RATIO CONTENT FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE MPROVEI.ENTS,EASEMENTS.PAVING,CURSING,ETC.DURING CONSTRUCTION. A SLABS ON GRADE PER CUBC YARD CENTERS SUITABLE TO THE MANUFACTURERS REOUREMENTS. (E) EXISTNO UPON COMPLETION OF WORK CONTRACTOR SHALL REPAR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. CONCRETE IP F1L3 2400 PSI '_A5 51R SAO(5 DETAIL NUMBER 12. CONTRACTOR SHALL KEEP GENERAL WORN AREA CLEAN AND HAZARD FREE DURING ABBREVIATED ROOF TOP SAFETY PROCEDURES ' SHEET NUMBER CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBER CONTRACTOR B. ALL STRUCTURAL WA LRAL CONCRETE 4.000 PSI .45 5 112 SACKS SHALL RE MOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR EXCEPT WALLS (WHEN APPLICABLE): Q 07-09-12 CONSTRUCTION MB PREMISES.SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, C.CONCRETE WALLS 4,000 PSI !.45 8 1R SACKS DUST OR DODGES OF ANY NATURE SPECIAL INSPECTION (AS PER PREVENTION PROGRAM'-BY PERMISSION OF WREN CONSTRUCTION, INC.-(0/0118% SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2009 SECTION 1704. A 05-21-12 CLIENT REVIEW MB 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED CEMENT SHALL BE ASTM C150,PORTLAND CEMENT TYPE I UN.O. WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY FALL PROTECTION METHODS AND EQUIPMENT -DRAWN BY:�CHK: APY.: DEEMED BY THE CONSTRUCTION DRAWNGSACON'TRACT DOCUMENTS. 3. THE GENERAL CONTRACTOR SHALL L SUPERVISE AND BE RESPONSIBLE FOR THE ROOF TOP NSTLATIONS SOILS/GEOTECHNICAL: LI METHODS ANDPROCEOURES OF CONCRETE PLACEMENT. ❑SHORING INSTALLATION AND MONITORING MB MWO MWO 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED HOURS TO 1. FOR WORK IS BEING PERFORMED WITHIN 2S OF AN UNPROTECTED ROOF EDGE, ❑OBSERVE AND MONITOR EXCAVATION AVOID DISTURBNG NORMAL BUSINESS. 4. ALL CONCRETE 09TH SUJRFACS EXPOSED TO STANDING WATER SHLL BE THE CONSTRUCTION SUPERVISOR SHALL DESI3NAT E ATRAINED SAFETY MONITOR AR-ENTRAINED WITH AN ARENTRAINNG AGENT CONFORMING TO ASTM 0260,X494, TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION ❑VERIFY SOIL BEARING psf BEARING CURRENT ISSUE DATE: 15. THE CONTRACTOR SHALL PROVDEAT&T WRELESS,LLC.PROPER INSURANCE CB18,C9B9AN0 C1017.TOIL AR CONTENT SHAM BE IN ACCOFDAIGE WITH TABLE uYOw(ER3. ❑SUBSURFACE DRAINAGE PLACEMENT CERTIRCATES NAMING AT&T WIRELESS,LLC.AS ADDITIONAL INSURED,AND AT&T 1604.2.1 OF THE EC 2009 ❑VERIFY FILL MATERIAL AND COMPACTION WIRELESS,LLC.PROOF OF LICENSES)AND PE&PO INSURANCE 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(LE., ❑VERIFY CONDITIONS AS ANTICIPATED 6. REINFORCING STEEL SHALL CONFORM TO ASTM 6.615(INCLUDING SUPPLEMENT 81), BACKING UP TOWARD A ROOF EDGE.ETC.)OR UNSAFE ACTIVITIES.THE SAFETY 16. CONTRCCTOR SHALL BE RESPONSBIE FOR SCHEDULING AND COORDINATING ALL GRADE 60,Ty-430,000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL ❑PILE PLACEMENT(AUGER CAST/DRIVEN PILE) [LICENSU RE: INSPECTIONS. DRAWNGS SHALL BE GRADE 40,Fy-40,000 PSI.GRADE 60 REINFORCING BARS INDICATED DISTANCE OF THE CONSTRUCTION WORKERS. DITHER 17. CAUTION)CALL BEFORE YOU DIG)BURIED UTLTEB MST M TFE AREA AND many CRAMP/GS TO BE WELDED SHALL CONFORM TO ABTA A708.REINFORCING PRDY:' INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT THE ONE-CALL UTLITI COMPLYING WITH ASTM A815(31)MAY BE WELDED ONLY F MATERIAL PROPERTY 3. CONSTRUCTION BNOLVING WORKERS TO APPROACH WITHIN 6'OR LESS OF AN REINFORCED CONCRETE: i fc I rvEN.R s` LOCATE SERVICE A MINIMUM OF SE 411 HOURS PRIOR TO CONTACT THE EEW-C.1-600 243566 RE TS INDICATING CONFORMANCE WITH WELDING PROCEDIRIES SPECIFIED IN UNPROTECTED ROOF EDGE,FEW IRES WORKERS TO USE SAFETY LANE. ❑REINFORCING STEEL AND CONCRETE PLACEMENT A.W.S.D14 ARE SUBMITTED. ❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION 74539PE. 4. SAFETY LANE SHALL BE MINIMUM W DIAMETER NYLON,WITH A NOMINAL TENSLE ❑BATCH PLANT INSPECTION 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND BTRENGTH OF 640D IBS. SUBMIT TO AT&T WIRELESS,LLG ALONG WITH REDLINED CONSTRUCTION SET. 6. REINFORCING STEEL SHALL BE 315.LAP(INCLUDN I HOOKS AND BFNOS)N ❑SHOTCRETE AC ORDANCE WITH ACT 315 AND 315.LAP ALL CONTINUOUS RBARS AT EMENT AT LEAST A +� 18. CONTiACTORTODOCUMENTLLCH ANGESMADENTHEHELDBYMARKWO11P M BAR DIAMETERS CRAMNIMUMOF7-7.PROVIDE CORNER BARS AT ALL WLLAND 6. SAFETY UNE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF TFE ❑GROUTING y ORE r• DL AT&T HE WIRELESS, LL D.UPON CONSTRUCTION BET AND SUBMITTING THE RE7LMED FOOTING MUM OF 2'.0'.LAP ADJACENT MAATS OF WELDED LEAST RE FABRC MN DIAMETERS M O=S A7 6. RAE LENGTH SWLLL BE eETALLOWINa CON3TRl1CTON WORKER TO ❑OTHER yR I.O rOO2�(0:11J2-OR A SET SIDES AND ENDS. STRUCTURAL STEEL: REACH EDGE OF ROOF,BUT NOT BEYOND. (EXPIRATION DATE 12/3102 20. FOR COLLOCATION BffEe:CONTACT TOWER OWNER REPRESENTATIVEFOTi OFABRICATION AND SHOP WELDS 12/31021 PARTICIPATION IN BID WALK 7. WELDED WIRE FABRIC SHALL CONFORM TD ASTM A-186. BELTS SMALL 7. SAFETY ❑ERECTION AND FIELD WELDS AND BOLTING WORN BY ALL CONSTRUCTION WORNERS. DRAWING INFORMATION: 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER B. SPIRAL REINFORCEMENT SHALL BE PLAN WERE CONFORMING TO ASTM A615,GRADE 60, 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION ❑OTHER COMPANY AS REQUIRED.CONTRACTOR TO REPORT POWER NSTALLATION Ty-493.210 P91. EQUPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES. - DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY COORDINATION SOLUTIONS ITO NETWORK CARRIER REPRESENTATIVE PROJECT 9. NO BARS PARTIALLY EMBEDDED H HARDENED CONCRETE SHALL BE FIELD BENT INCLUDING: AL DIMENSIONS AND ADVISE CONSULTANTS OF ANY CONSTRUCTION MANAGER AND ARCHITECT. UNLESS SPECIFICALLY 50 DETALED ORPPPROVED BVTHE CONSULTANT. STRUCTURAL ALUMINUM: ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS INSPECTION OF CONSTRUCTION AREA FOR HAZARDS ❑FABRICATION AND SHOP WELDS DRAWNG ARE SUPERSEDED BY THE LATEST REVISION. 22. ANY SUBSTITUTIONS OF MATERALS ANOIOR EQUIPMENT,MUST BE APPROVED BY 10. CONCRETE PROTECTION(COVER)FOR RENFORCNG STEEL SHALL BEAR FOLLOWS: USE OF AN INSPECTION CHECKLIST ❑ERECTION AND FIELD WELDS AND BOLTING THE INFORMATI ON CONTAINED IN THIS SET OF DOCUMENTS AT&T CONSTRUCTION MANAGER. INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS IS PROPRETARY BY NATURE.ANY USE OR DISCLOSURE -FOOTINGS AND OTHER UNFORMED REPORTNG AND DOCUMENTING ANY HAZARDS ❑OTHER OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EOUPMENT ANDIOR ANTENNA FRAMES SURFACES,EARTH FACE 3' REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION - STRCTLY PROHIBITED, WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR,THE GENERAL POST NG RESULTS OF INSPECTION AND ANY ACTION TANEN CONTRACTOR SHALL COORDINATE WITH BULDING OWNER MD BUILDING ROOFING -FORMED SURFACES EXPOSED RECEIVING AN UNBIASED ELEVEN/OF ONES OWN WORK AREA BY ANOTHER STRUCTURAL MASONRY: DRAWING TITLE: CONTRACTOR OF RECORD FOR INSTALLATION,PATCH,REPAR OR ANY TO EARTH OR WEATHER (ME BARS OR LARGER) 7 COWORKER SAFETY REPRESENTATNE ❑CONTINUOUS AUGMENTATION TO THE ROOF,AND HAVE THE WORK GUARANTEED UNDER THE (60 BARS OR SMALLER) 11/7 ❑PERIODIC ROOFING CONTRACTORS WARRANTY FCR MOISTURE PENETRATION OR AND OTHER REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL GENERAL NOTES FUTURE BREACH OF ROOFING INTEGRITY. -SLABS AND WALLS(INTERIOR FACE) NATIONAL ASSOCIATION OF TOWER ERECTORS 20W PUBLICATION ❑ 314' 24. IN THE CASE OF ROOFTOP SOU/DONS WITH THE INSTALLATION OF ANTENNAS WITHIN 11, BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. REFERENCED OBRA REOULATON/STANDARDS SHALL BE REVIEWED BY TOWERERECTORS, OTHER: DRAWING NUMBER: CONCEALED(SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL EOUPMENT INSTALLERS,AND TOWERIROOF TOP CONTRACTORS/SUBCONTRACTORS CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 211 CFR 1826.600-SCOPE,APPLICATION AND DEFINITIONS THAT THE FINAL FRP SHROUD IS SIMULATING(IN APPEARANCE)DESIGNATED EXISTNG 29 CFR 1625.501-DUTY TO HAVE FALL PROTECTION ANCHORING TO CONCRETE: EXTERIOR BUILDING TEXTURES,DING FACADE MATERIALS.TEXL ES,AND COLORS.THE 13. NON-SHRNK GROUT SHA BE FURNISHED BY AN APPROVED MANUFACTURER AND 19 CFR 1826.502-FALL PROTECTION SYSTEMS PRACTICES TERIA AND PRACTICES //''�� CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERBUNX ❑BOLTS INSTALLED IN CONCRETE ( _ F 0 ASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED, SHALL BE MIXED AND ROODS N.STRICT ACCORDANCE WITH THE LEAST EQUAL v THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS MATERIAL WHICHENOA710 PLACED(EEO STRENGTH SHALL BE AT LEAST EWAL 70 THE ❑POST-INSTALLATION ADHESIVE ANCHORS THE CONTRACTOR IN THE PHOTO SHALL ENS SIMULATIONS.SHOP DRAWINGS SHALL BE PROVIDED H MATERIL ON WHICH IT IS PLACED(3,000 PSI MINIMUM). IMPOST-INSTALLATION MECHANICAL ANCHORS THE GENERAL CONTRACTOR CONSTRUCTION COORDINATOR AND ARCHITECT PRIOR 14. ALL EXPANSION ANCHORS TO BE HILT BRAND.ADHESNE ANCHORS REQUIRE TESTNG GEI JOB NUMBER GEN 12-35021 TO FABRICATION AND CON97RI1CTION. TO CONFRM CAPACITY UNLESS WAIVED BY ENGINEER THIS IS NOT A SURVEY ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND ARE APPROXIMATE �`'. Your world.Delivered. -PROJECT CONSULTANTS: I [ veiocite1 \ complete wlr•le•• eolutlon• SITE _._(E)BT-0'MONOPOLE T \ACCESS © PLANS PREPARED BY: pv I .\�\ `.. COPlNen�77N7: I 1 SITE I ACCESS 11"-�—■ ■ \` 18928 WOODIW�DINVLLAEpWA 88072 BUTTE 270 I I -� `� PHONE:425 487.1732 FM 425,487,1734 EMAIL: ml@mner.lorrayr.00n SW BLUM RD I �\-, WWW.CORNERSTxN1E-ENGFCCOM � =PROJECT INFO: 0 /%/ � I PW11 • 1 J a I WASHINGTON SQUARE f / 1 / 1 1 I. 1 fQ J i/ I� ] 9585 SW WASHINGTON SQUARE ROAD (� I TIGARD,OR 97223 / J TL#1S1260000300 • / -- -- I t156 ACRES • WASHINGTON COUNTY r- -_J r-ISSUED FOR: f ! I L CONSTRUCTION _REV:�DATE:—ISSUED FOR: BY:_ I I \ sl" 6‘C. % '� ` Q 07-09-12 CONSTRUCTION AJB ` 7/ r 1- Qq 05-21-12 CLIENT REVIEW AJB N DRAWN BY:—CHK.: ARV.: I 1 AJB I MWO I MWO I = I I [CURRENT ISSUE DATE. I � 07-09-12 (E)PROPERTY LINE,TYP �- -- m _[!CENSURE: —I z 1 a w ��oInI fRE cc I LJJ 0 • 74c3BPE Q . . ,r_ DREODN • '% I � o‘-�° 7Ioq)i-2- I O [EXPIRATION BITE:12,311721 I / -DRAWING INFORMATION: Z / DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY I = ADVISE ERRORS AND OMI SIGN PREVIOUB SUE OF THIS I DRAWING ME SUPERSEDED BY THE LATEST REVISION. Q THE INFORMATION CONTAINED IN THIS BET OF COMMENTS I IS PROPRIETARY BY NATURE.ANY USE CR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CUENT IS STRICTLY PROHIBITED. Cl) DRAWING TITLE: SITE PLAN r` 7! DRAWING NUMBER: , 1` t PLAN NORTH A-1 0 SITE PLAN CFI JOB NUMBER: GEN 12-35021 22x34 SCALE:1'=200-0' 111x17 SCALE:1'=40U-0' a t&t .—Your world.Delivered. PROJECT CONSULTANTS: * velociter complst• wlr•Is•• solution• PLANS PREPARED BY: (E)EQUIPMENT PLATFORM (E)EQUIPMENT SI lo•-• Fall! cone7srry oe (E)NOKIA CABINET PLATFORM r(E)NOKIA CABINET (E)ARGUS TE21 \ PROPOSED 50kW �. /�(E)ARGUS TE43 CABINET DIESEL GENERATOR(1� 1W2S WOOdNV DIEM E.WA RD 4 BURS 210 (E)ARGUS 7E21 ,-(E)ARGUS TE43 CABINET WOODINVILLE,WA 9e072 POWER CABINET Ate/ PHONE:425.407.1732 FAX 425.4171234 (E)ICE BRIDGE,TYP POWER CABINET / EMAIL: r�teeonw•IOn•wprmm (E)ARGUS TE40 PROPOSED GENERATOR (E)ICE BRIDGE,TYP WMAM CORNERSTONEENDFLCON PROPOSED ATS MOUNTED j CONCRETE SLAB 1 (E)ARGUS TE40 I BATTERY CABINET 1 ON UNISTRUT TO(E)ICE PROJECT INFO: / BRIDGE POSTS® AJ (Q BATTERY CABINET (E)MICRIN GENERATOR ��� .. /! •\ • • • PW1? / \ (E)MICRIN GENERATOR • } RECEPTACLE _,` Irr � � , r(E)s-rEPs RECEPTACLE ���� __•_r(�s WASHINGTON SQUARE _I—_ __'— I' E f \ 8585 SW WASHINGTON SQUARE ROAD (E)TELCO BOX � 4�;� y—a SP o I h Z g III{Iirl:u;i 11', ,'i �.�', lir , , �� IT o e• 1 O I» (E)TELCO BOX-\ Its �4!!, _ ' "1 TIGARD,OR 87223 (E)TRANSFORM Y•• �� {` / ° (E)TRANSFORMER �i , , 'I�I WASHINGTONCDUNTY �. =x 0-0" VW' T T (E)AT&T SERVICE (E)UMTS \ _ • ISSUED FOR METER l.CABINET �I �� CONCRETE SLAB (E) •AT&T SERVICE I - _ BMW I METER I ��CABINET L CONSTRUCTION J . .-(E)CHAIN�INK .=._ ::«:: �p ■'iT ■ . (E)CWUN LNK -REV:=DATE=ISSUED FOR BY:—•V FENCE,TYP • —-•� o O�` • ! FENCE,TYP /,�II�A� , _I-- II,�1♦0M1/•• •1 0 .. //�DWA �� ��11=1•11 !�Il♦P .. (E)DISCONNECT 1 i � �`� .. (E)DISCONNECT �r �A -�I- _ (E)SERVICE LIGHT,TYP (E)BT-0'MONOPOLE _ (E)LADDER (E)ECOLOGY I (E)BT-0'MONOPOLE ■ -(E)LADDER (�ECOLOGY —I BLOCKS,TYP (E)SERVICE LIGHT,TYP ,Q • BLOCKS.TYP :• (E)SERVICE PANEL QL I - - - I (E)SERVICE PANEL L. - - I D 07 0812 CONSTRUCTION MB :, V 9 Qq D5-21-12 CLIENT REVIEW AJB (E)LTE 9412 BACKPACK I - I — - _ MOUNTED TO(E)H-FRAME (E)LTE 9412 BACKPACK I I • x MOUNTED TO(E)H-FRAME-' -DRAWN BY:=CHK.: APV.: LAIB 1 MWO 1 MWO -(E)OTHER CARRIER ° j''‘, (�OTHERS • CURRENT ISSUE DATE: SERVICE METER x SERVICE METER C U7-Og-,2 • x —) —ii-- C x C - • -- x e x fi o x 0 UCENSURE:- (E)OTHER CARRIER r O�\. (E)OTHER CARRIER O �, O \ EQUIPMENT,TYP f` EQUIPMENT,TYP yt�IN , / \ `(E)CHAIN-LINK FENCE eR / \ WI BARB WIRE,TYP WI CHAIN LINK FENCE ? `� / \ W/BARB WIRE,TYP 74533PE' ../ I J (E)12'-0'WIDE DOUBLE GATE if W_ O`� 7/0?/12. (E)12'-0'WIDE DOUBLE GATE RATION DATE 12!31/121 7(E)CURB (E)CURB -DRAWING INFORMATION:. • DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY (E)EDGE OF ROAD (E)EDGE OF ROAD ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OFFTTHIS i E INFOR ARE N CONTAINED IN THE LATEST OF DOCUMENTS THE INFORMATION BY NATU ED M THIS SET OF SC OSURE IS PROPRETARY BY NATURE ANY USE OR DISCLOSURE _ OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHBITED. DRAWING TITLE: EXISTING&PROPOSED 4 ENLARGED SITE PLANS DRAWING NUAMBERn PLAN NORTH PLAN NORTH H L 0 PROPOSED ENLARGED SITE PLAN 2 EXISTING ENLARGED SITE PLAN 22x34 SCALE:114"=1'-0" 11x17 SCALE:1/8"=1'-0" 22x34 SCALE:1/4"=1'-0" 11517 SCALE:1/B'=1'-0' CEI JOB NUMBER: GEN 12-3502? FINISH GRADE MATCH SLOPE UNDISTURBED THICKNESS OF EXISTING NATIVE SOIL COMPACTED BACKFILL(NON VEHICULAR `�� at&t ."v ��i� AREAS:BACKFILL WITH CLEAN NATIVE -� L /� i`'�� BACKFILL AND COMPACT TO90% � A� MAXIMUM DRY DENSITY.VEHICULAR �� Your world.Delivered. (E)GPS ANTENNA Z �f/� AREAS:BACKFILL WITH GRANULAR A' NOTE: N I� �/ AND COMPACT TO 95%MDD) CONTRACTOR SHALL CUT-IN ATS AFTER THE •��r ,i;7y .-:,. 0O/ �� ^PROJECT CONSULTANTS: �� �•� UTILITY WARNING TAPE SERVICE METER AND BETWEEN THE MAIN SERVICE �{,`A..�:�‘-:,k �.\ DISCONNECT AND MAIN SERVICE PANEL BOX - ` - .-tf,Y� 2 812 THWN PLUS(1)#12 _ I - �`� :y GROUND IN 1"0 RIGID PVC velocitel'• r� CONTINUE POWER CONDUCTORS TO SERVICE 1O "_ •""`�� CONDUIT(BLOCK HEATER) tL PANEL FROM LINE POWER SIDE OF THE ATS. ��'k���t� 07'.../ (3)413THWN PLUS(1)#8 GROUND (E)ICE BRIDGE POST,TYP RUN POWER CONDUCTORS AS REQUIRED FROM ✓/ / oompl.t• alr.r.u• solutions IN Z"0 RIGID PVC CONDUIT THE GENERATOR SIDE OF THE ATS TO THE NEW BRICK SAND (2)2 #18 CONTROL WIRING GENERATOR IN APPROVED UNDERGROUND PLANS PREPARED BY: CONDUIT.PLACE ADDITIONAL U/G CONDUIT TO IN 1'0 RIGID PVC UNISTRUT(SPACE AS REQ D) GENERATOR FROM MAIN SERVICE PANEL FOR CONDUIT W/PULLSTRING • 120/240 CONDUCTOR FOR BATTERY OR ENGINE NOTES: COPIfJCri6TONC BLOCK HEATER AS REQUIRED. 1) VERIFY ALL TRENCHING REQUIREMENTS PER LOCAL UTILITIES. W •''V`K.M.�.7.if_____+-+►.2_.:.: 18828 WOODINVLTE.REDMOND RD NE.BUTTE 210 +�♦�\ r ;$4.4 01,1 PLACE ADDITIONAL U/G CONDUIT FOR 2) CALL BEFORE YOU DIGI CONTACT LOCAL UTILITY COMPANY. WooaNVLLE WA BBO12 4 KOHLER 200AMP AUTOMATIC PHOMAIL: A87.1732 FAIL 7.IR7.1734 ► TRANSFER SWITCH LOW-VOLTAGE CONTROLS AND ALARMING TO EMAIL: c■I1732 F orwoopraem GENERATOR FROM ALARM CONTROL CENTER AS 3) SEE MANUFACTURES INFO FOR ALL WIRE SIZE AND INSTALL WWw.CORNER-STONE ENGR.COM �� • .�,�44.4 IV � REQUIRED. PER MANUFACTURES RECOMMENDATIONS. .PROJECT INFO: 4. '444►�y�� �� CONDUIT TRENCH DETAIL 9 PW11 ► ♦• .� I f. \ -i , 22x34 SCALE:1"=1'-0" 111x17 SCALE:1Q`=1'-0" •A .4 !r.�r!r?�■4 -.4.4 niiiHA WASHINGTON SQUARE �•4 t*i:• 4 t ` � (E)CHAIN-LINK FENCE 9585 SW WASHINGTON SQUARE ROAD ► . : F MOUNTED ON(E) WASHINGTON 9COUNTY - .,A` W 7 EQUIPMENT PLATFORM 1 4 •�' rr PROPOSED HILT!HSLB-M12125(1/2 0)W/ -ISSUED FOR: •:. � ►♦•44. $ o�, 2 YL ELECTRICAL CONDUIT TO GENERATOR BASE TORQUE CAP OR APPROVED EQUAL IrI CONSTRUCTION r `� (INSTALL PER MANUFACTURER'S L I�rA a .�� ��. ELECTRICAL SERVICE PANEL J MOUNTED BELOW(E) TOP OF RECOMMENDATIONS) _ _DATE:-ISSUED FOR: BY:- ::uuuuw �. EQUIPMENT PLATFORM CONCRETE ���I II 2'0 ELECTRICAL CONDUIT /4111r rr r. FROM GENERATOR ' 4' U (E)CONCRETE PIER `°��� a e � w Z FINISH GRADE IA Ii IA •• Qp 07-09-12 CONSTRUCTION XIS `\`�l=n CONCRETE SLAB 4 �� Q 05-21-12 CLIENT REVIEW AJ8 • DRAWN BY:-CHK.: APV.:. AJB I Mw0 I MWO I CURRENT ISSUE DATE: AUTOMATIC TRANSFER SWITCH DETAIL 7 NOT USED 6 ANCHORAGE DETAIL 5 [I, 07-09-12 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS I11x17 SCALE:NTS 221(34 SCALE:B'■1'-0" 11x17 SCALE:3"-1'-0" _LICENSURE: 84©12"O.C.EACH WAY®MlD-0EPTH _ , -1/2'EDGE CONCRETE SLAB ��'� I" � 8"CONCRETE SLAB \ / CHAMFER(rYP) T...- 0A 84 @12"O.C.EACH 3 WAY(@ MID-DEPTH)-� �y .i• ► , ,r# 3L ,r. W ' I� FINISH ' ► ��W. O� / 7.• A I\ I'• r` ' � ,•y l.." 7,• , ,�-, t. IMPAnON DATE 12/31/121 yN / 0 )t t '� /�/ v I p• I Y----�e DRAWING INFORMATION: ' !\ ` .-1,:...-1 �' ► �■� . . " ► DO NOT SCALE DRAWINGS.CONTRACTOR NUSTYERFY F ► . ! `�, • F ,�; § Z n ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY It‘ /F4 '0 ♦r '"'s \� J • ' \ �i l in ilk •► 'Q ERRRAWNG ADROMISSIONS.E DED BY THE LATEST STUESOF THIS N ` " , °`,� '�\_` THE INFORMATION CONTANED IN THIS SET OF DOCUMENTS i.SISV- WNW_ �Sy/J� , IS PROP RIETARY BY NATURE.ANY USE OR d50.08URE �Ii T Y <F:, ,n ■EL,Lill 0 OTHER THAN WHICH TRIIT YPROHITOD. CLENTL9 © ` T •"+�1 �� , Z STRICTLY RELATED TO N 4 r- r 9 � �/ ,�,/ j\ ��x� a)� +F� v DRAWING TITLE: #4 CONTINUOUS REBAR,TYP C � ^` t'� •' +I�'.' _ �r� y �� � CONSTRUCTION L.�� ' V /' B"COMPACTED AGGREGATE / ;11l CLR DETAILS TO 95%MAX UNIT WEIGHT TYP DRAWING NUMBER: PER ASTM D1557 1'-0' LANDSCAPE WEED BARRIER EDGE OF ^ UNDISTURBED NATIVE SOIL ODWNTURNED SLAB A.,,-l 0 CONCRETE SLAB SECTION 3 CONCRETE SLAB 1 J 22x34 SCALE:1'=V-0" 111x17 SCALE:1/2"=V-0' CEI JOB NUMBER: GEN 12-35021 22x34 SCALE:1'=1'-0 111x17 SCALE:1/2'=1'-0" l 8 7 6 5 4 3 2 I } } GENERATOR GENERAL NOTES/REQUIREMENTS: ----•1/4--s_ a`&` Yo Your world.Delivered. IFC PAR.3404.2.7.3.3 VENT OUTLETS VENT OUTLETS TO BE NOT LESS THAN 12 FEET ABOVE THE ADJACENT GROUND LEVEL. --•—..—.•—.._.._.._..----"—.._.. ---..—.. TANK P/N DE5 T10N ASSY WEIGHT DS61{SON A ITC PAR 3404.2.7.5.5 ALL PIPES AND DISCHARGE LINES -PROJECT CONSULTANTS: FOR TOP LOADED TANKS A METALLIC FILL PIPE SHALL BE DESIGNED AND INSTALLED TO GM79144-MAI SKID/TANK.30KW 1365 KG [3003 LBS] 1622. 1 [63.86] MINIMIZE THE GENERATION OF STATIC ELECTRICITY BY TERMINATING THE PIPE WITHIN 6' MINIMUM REQUIRED CLEARENCE FOR AIRFLOW. - OFTHEBOTTOMOFTHETANKANDSHALLBEINSTALLEDINAM ANNERTHAT AVOIDS GM79144-MA2 SKID/TANK 50KW 1480 KG [3263 LEIS) 1774.5 [69.861 �IO(v AI�^(vl� EXCESSIVE VIBRATION. •- - D L. i— IFC PAR.3404.2.9.6.6 OVERFILL PREVENTION .. oompl•t• wIr•I•ss solutions PROTECTED ABOVE GROUND TANKS SHALL NOT BE FILLED IN EXCESS OF 95%OF THEIR ' o o CAPACITY.AN OVERFILL PREVENTION SYSTEM SHALL BE PROVIDED FOR EACH TANK. 4 • v N -PLANS PREPARED BY: DURING TANK FILLING OPERATION,THE SYSTEM SHALL M u 1)PROVIDE AN INDEPENDENT MEANS OF NOTIFYING THE PERSON FIRING THE TANK THAT 00 �. C l7FWGR6TGNC THE FLUID LEVEL HAS REACHED 90%OF TANK CAPACITY BY PROVIDING AN AUDIBLE OR • a'ry c VISIBLE ALARM SIGNAL,PROVIDING A TANK GAUGE MARKED AT 90%OF TANK CAPACITY, O lens WOODINVILLE-REDMOND RD NE.SUITE 21D OR OTHER APPROVED MEANS. WOOD PIVILLE,WA BROM – • PHONE:426.487.1732 FAX 425A07.1731 2)AUTOMATICALLY SHUT OFF THE FLOW OF FUEL TO THE TANK WHEN THE QUANTITY OF 0 0 C EAWL: wi@mrtw•EOrrapmn LIQUID IN THE TANK REACHES 95%OF TANK CAPACITY.FOR RIGID HOSE FUEL DELIVERY IrJ WWW.CORNERSTONEENGRCOM SYSTEMS,AN APPROVED MEANS SHALL BE PROVIDED TO EMPTY THE FILL HOSE INTO r • =PROJECT INFO: THE TANK AFTER THE AUTOMATIC SHUTOFF VALVE IS ACTIVATED. - T-L-^ T - j 1 Ili- � PW11 IFC PAR 3404.2.9.6.8 SPILL CONTAINERS A SPILL CONTAINER HAVING A CAPACITY OF NOT LESS THAN 5-GALLONS SHALL BE ` a PROVIDED FOR EACH FILL CONNECTION.FOR TANKS WITH A TOP FILL CONNECTION,SPILL / 1- WASHINGTON SQUARE CONTAINERS SHALL BE NON-COMBUSTIBLE AND SHALL BE FITTED TO THE TANK AND EQUIPPED WITH A MANUAL DRAIN VALVE THAT DRAINS INTO THE PRIMARY TANK FOR \ La C u 9585 SW WASHINGTON SQUARE ROAD TANKS WITH REMOTE FILL CONNECTIONS.A PORTABLE SPILL CONTAINER SHALL BE / 0 TIGARD,OR 97223 ALLOWED. / ' a WASHINGTON COUNTY IFC PAR.3404.2.9.6.7 FILL PIPE CONNECTIONS I u La THE FILL PIPE SHALL BE PROVIDED WITH A MEANS FOR MAKING A DIRECT CONNECTION TO J -ISSUED FOR THE TANK VEHICLES FUEL DELIVERY HOSE SO THAT THE DELIVERY OF FUEL IS NOT / r EXPOSED TO THE OPEN AIR DURING THE FILLING OPERATION.WHERE ANY PORTION OF L CONSTRUCTION THE FILL PIPE EXTERIOR TO THE TANK EXTENDS BELOW THE LEVEL OF THE TOP OF THE TANK,A CHECK VALVE SHALL BE INSTALLED IN THE FILL PIPE NOT MORE THAN 12 INCHES _REV:-DATE:—ISSUED FOR: BY: � FROM THE FILL HOSE CONNECTION. :I 6— • 110.29] FUEL TANK IS UL 142 PROTECTED. 1069.8 0 0 [42. 12] •I . 41 - - - 11 -.I -r. . .. C ._ pQ 07-09.12 CONSTRUCTION AJB KOHLER I ."' ` 6 Q 05-21-12 CLIENT REVIEW AJB .o.o •• • MW DRAWN BY:—CHK: APV.: • _n- [ AJB I MWO I O :0 D CURRENT ISSUE DATE �.POwERSYSTBAS _. a LI 07-09-12 J IW(4 _LLCENSURE: yy��p p��Qp • s�aMi {NEV Qom' 74638PE ' - = 4 I: :I 1:. .O o iA O ?r.w. 0V.r. 7(o4/r --•. (COOLANT DRAIN 1 ` ONISYSIONS IN 0 ARE WI ENGLISH EGl2VAL9TTS. A -DRAWING INFORMATION: _ 1 3Sq. I (_53,15] REV DATE OR COMrotI TE RMS.SEE PMT ND. FOR REPIE101 LEVEL BT ...us sa•IS i1CIIN• 1 Ieg1 I PULP DO NOT SCALE DRAWINGS.CONTRACTOR AIJST VERIFY OIL DRAIN II-29•ID NET DM01116 100{04-31 An I`I an Y`I•INPIS1i _�` ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY - n �`' POIER ETETF'ME. Id•EI. RI !301.1 R.E.A. ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS A 3-3-II SHEET I REDRAWN. 19123E-31 JW TNIR DIARIN a DESIGN AND RETAIL IS MOEI CO. DRAY/NG ARE SUPERSEDED BY THE LATEST REVIRKM. _ .a..rt PROPER Tr AIO MOST PDT RC IMO MEP? II THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS . v/ WR. COINCETIOI TITM IEIILEI CO. POIR.ALL CUTS OR ISPRDPRETARY BY NATURE ANY USE OR DISCLOSURE WINCE M INYEPTICM ARE ICEERPEO. OTHER THAN WH!DH IS RELATED TO NAMED CUEM IS WS" -41 `6211—DIJON PRINT STRICTLY PROHIBITED. APP ROYAL II DATE 30 ATT GENSET 30/60 KW STEM SOLD URE "s JNR 11-29.10 M„1s Ip •,1,s )�,I .r 2 DRAWING TITLE: °"'• AJD 11-21-10••� GENERATOR P„'•1 AJD 11-29.10 ADV-8017 ID 8 7 6 5 1 4 3 I 2 I I SPECIFICATIONS • DRAWING NUMBER: A-4 0 GENERATOR SPECIFICATIONS 1 CEI JOB NUMBER. GEN 12-35021 22x34 SCALE:NTS 111x17 SCALE:NTS . . , ELECTRICAL SPECIFICATION: (E)NOKIA CABINET 1. COMPLY WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING (E)ARGUS 7E43 CABINET CODE,THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE (E)ARGUS TE21 / (E)ICE BRIDGE,TYP %PROPOSED 2"0 CONDUIT FROM PROPOSED 5 RA CODES AND REGULATIONS,AND UTILITY GUIDELINES. POWER CABINET .-(E)EQUIPMENT // PROPOSED ATS MOUNTED ON I/ GENERATOR TO PROPOSED �� / DIESEL GENERATOR , . at&t PLATFORM / UNISTRUT TO(E)ICE BRIDGE POSTS AUTOMATIC TRANSFER SWITCH 9 PROPOSED GENERATOR �� Q` ` (E)ARGUS TE40 / / /[CONCRETE SLAB �� 2. PERFORM ALL VERIFICATION,OBSERVATIONS,TESTING AND BATTERY CABINET / / ! - Your wood.Delivered. EXAMINATION OF WORK PRIOR TO THE ORDERING OF ELECTRICAL ! O - O V. O • • •• - x- J 0 r • • • EQUIPMENT AND THE ACTUAL CONSTRUCTION.ISSUE A WRITTEN / % NOTICE OF ALL FINDINGS TO THE CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS,FAULTY EQUIPMENT AND DISCREPANCIES. • / , r % / f I PROJECT CONSULTANTS: I / / i• 3. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: �S� • �!is�.■1 I ` ,elocltel SCHEDULE 40 CONFORMING TO UL ARTICLE 651:WESTERN PLASTICS OR �:xt MI p p p P V CARBON MANUFACTURER.COUPLINGS SHALL BE SLIP-ON SOLVENT 0 • •IV+ •• ••••• ..• K> 4 >. ,1 SEALED T-PIPE:SOLVENT,WESTERN TYPE COMPATIBLE WITH PVC DUCT, • ,.� ��!•�••�• tom.,* ., ta CI;X•�*i'91� \ oomptst• wir•loor• •olutlon• • ALL BENDS SHALL BE 30'MINIMUM RADIUS. _ s. ?Q V i ! \ Q _PLANS PREPARED BY: 4. NEUTRAL SHALL BE COLOR CODED,INSULATION SHALL BE CROSS�INKED • I • f� POLYETHYLENE. I ���� • 1• ���� Ir U O �, .F.o Wt5Fl7TONt'_ 5. CONTRACTOR TO CONTACT ALL UTILmEB FOR LOCATION OF x J , UNDERGROUND SERVICES.SERVICE LOCATIONS TO BE CONFIRMED PRIOR .�. I 16BIH WOODINVILLE-REDMOND RD NE,SUITE 210 WOODINVILLE,WA GS072 TO CONSTRUCTION. 1 F- t�• _ -r PHONE:425.407.1732 FAxaz5.4137.1TM / E1.WL: calacommetoneercicom 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING,FILING,AND . . • / WWW.CORNERSTONE-ENOR.COM Y (E)UMTS I . 43� FEES IN CONJUNCTION WITH THE PROJECT. I / ? I ( ) 88++ CABINET =PROJECT INFO:• 7. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH P - PW11 THE PROPER AUTHORITIES AND INFORM AT&T 24-HOURS IN ADVANCE.ALL / \ L,,.. • 7 TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE • / TT ... OWNER'S REPRESENTATIVE WITHIN 24-HOURS AFTER THE INSPECTION [] [� �^ ••. • • •;� WASHINGTON SQUARE HAS TAKEN PLACE. I[-I 11I 711 . •- •• if • • • • • O O J n .) ,•• 8. ALL EQUIPMENT,WIRING,AND MATERIALS MUST HAVE A UL LABEL A ••••• 9565 SW WASHINGTON SQUARE ROAD / PROPOSED 2"0 CONDUIT FROM ••••• TIGARD,OR 97223 9. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED (E)SERVICE PANEL PROPOSED AUTOMATIC TRANSFER ••• WASHINGTON COUNTY JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL SWITCH TO(E)SERVICE PANEL(BELOW) _ PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLDUP THE x 1 -ISSUED FOR: PROGRESS OF THE PROJECT. O o-_.x- 0 • I • p ,--- =tc-. x L x c CONSTRUCTION 10. THOROUGHLY TEST ALL LINES,FEEDERS,EQUIPMENT,AND DEVICES WITH IfL -PLABt TH J MAXIMUM LOADS TO ASSURE PROPER OPERATION I I I [REV: FOR: BY:- 11. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO ELECTRICAL SCHEMATIC 15 TERMINATION WITHOUT SPLICES 22x34 SCALE:NTS 111x17 SCALE'NTS L, 12. PROVIDE PULL BOXES WHERE SHOWN AND/OR WHERE REQUIRED BY CODES AND/OR UTILITY COMPANIES. 13.ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS,CONTRACTOR SHALL VERIFY Qp 07-09-12 CONSTRUCTION AJB ALL LOCATIONS. (E)METER BASE -WP INTEGRATED LOADCENTER(ILC)PANEL'A'. 14. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES,J-BOXES, / Q 05-21-12 CUT REVIEW AJB EQUIPMENT BOXES,AND CABINETS WITH APPROVED PLASTIC TAGS. // _ -DRAWN BY:-CHK.: APV.: 15. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE Y AUTOMATIC TRANSFER �� LI A.18 I MWO I MWO ' TI WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. SWITCH(ATS) - o--- BRANCH BREAKERS CURRENT ISSUE DATE: -d\o iTT 07-09-12 AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE DUAL 200A/2P �r INTER MAIN BREAKERS.-_,_ NAL TVSS UNITS _LICENSURE: INTEGRITY OF THE FIRE SEPARATION. Iry 16. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED if) g�/ 17. UTILIZE SONNEBORN TYPE NP-1 CAULKING FOR SEALING ALL EXTERIOR •' o .. DAT&T,IESEL ENGINE INSTALLED GENERATOR AND CONNECTED FURNISHED BY ' EN°74 s1ePE. INFEq 1 WALL PENETRATIONS , GENERATOR COMPLETE BY CONTRACTOR. ei CONTROLS 1 OUTPUT BREAKER .7"..7".I ‘..ORE.GON00. O? 2"C. ii4 W. Q�S - //Z "IoNnox DATE 12131112 (3)#310 CU. (1)#8 CU.GRD. .:DRAWING INFORMATION: C 1'C.(2)#18 CU.FOR / - - 4 GENERATOR BLOCK HEATER AND BATTERY DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY CHARGER. ALL 0 MENSIONS AND ADVISE CONSULTANTS OF ANY START/STOP COORD.WITH / / ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THI5 GENERATOR SUPPLIER--- DRAWIO ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN DOS SET OF DOCUMENTS IS PROPRETARY BY NATURE ANY USE CR DISCLOSURE GENERATOR CONTROLS OTHER THAN WHICH IS RELATED TO NAMED CUBIT IS STRICTLY PROHIBITED. DRAWING TITLE: NOTE: ONE-LINE DIAGRAM& L ALL INSTALLATION SHALL BE DONE PER 1"C. ELECTRICAL SCHEMATIC MANUFACTURERS RECOMMENDATIONS (2)20A,120V PANEL'A'CIRCUITS (2)#12 CU. (1)#12 CU.GRD. DRAWING NUMBER E-1 0 ELECTRICAL SPECIFICATIONS 4 ONE-LINE DIAGRAM 1 'CEI JOB NUMBER' GEN 12-35021 22x34 SCALE:NTS 11x17 SCALE:NTS 22x34 SCALE NTS 111x17 SCALE:NTS