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Plans (11) -------------- GENERAL NOTES LINE/ANTENNA NOTES .ERRORSALL ' • i DRIENBIONS NA ADVISE CONSULTANTS OF NIOR OMISSIONS.NO VARIATIONS OR MCOIFICATICNS TO WORK SHOWN SHALL BE 6S°LEIBI7®VSTNOUT MSORMSVf1EN 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES,ORDINANCES,AND REGULATIONS.ALL 16. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL APPROVAL ALL PREVIOUS ISSUES OFNMDRAWING ARE SUPERSEDED NECESSARY LICENSES,CERTIFICATES,ETC.,REQUIRED BY AUTHORITY HAVING CONFORM TO ASTM A307 OR ASTM ABS.ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL �R'EMPROPERTY THE n "TY OFF A°iMmM"MS"eMO JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 17. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. FRAMING SHALL CONFORM TO ASTM A325.FASTENERS SHALL BE 5/8"MIN.DIA.BEARING TYPE CORPORATION CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE.ALL EXPOSED FASTENERS,NUTS, 2. ACOM HAS NOT CONDUCTED,NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO 18. IN RAWLAND CONDITIONS,TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED.CONCRETE EXPANSION ANCHORS 1 THE PRESENCE OF HAZARDOUS MATERIAL,INCLUDING,BUT NOT LIMITED TO,ASBESTOS PRIOR TO CONCRETE POUR.TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED.ALL ANCHORS INTO CONCRETE SHALL WITHIN THE CONFINES OF THIS PROJECT.ACOM DOES NOT ACCEPT RESPONSIBILITY FOR TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION.TOWER GROUND MUST BE BE STAINLESS STEEL � THE INDEMNIFICATION,THE REMOVAL,OR ANY EFFECTS FROM THE PRESENCE OF THESE MAINTAINED AT ALL TIMES. 4jSD `dMTC Nr MATERIALS.IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND,WORK IS TO BE 2. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH.CONTRACTOR SHALL VERIFY /�, SUSPENDED AND THE OWNER NOTIFIED.THE CONTRACTOR IS NOT TO PROCEED WITH 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL MAGNETIC NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING )j FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. POWER IMMEDIATELY UPON AWARD OF CONTRACT.THE GENERAL CONTRACTOR IS CONSTRUCTION. & •T / VEY REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY, , • i • 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW,UNLESS OTHERWISE ACKNOWLEDGING APPLICATION FOR POWER,WRITTEN AND VERBAL DISCUSSIONS WITH THE 3. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. I NOTED.ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND POWER COMPANY,ETC. USE STAINLESS STEEL HARDWARE THROUGHOUT. • ,„.4d • WORKMANSHIP.THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF 20. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED 4. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND 5282 .• lb TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. CONNECTIONS. '-'.4' O WHICHEVER IS GREATER. op 21. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE.AVOID SHARP BENDS. 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED DATE,THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY ALL BENDS TO BE A MIN.OF 8"RADIUS. VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED.COSTS ASSOCIATED STARTED.NO CLAIMS FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 8. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS.USE A TWO-BOLT FORESEEN BY AN INSPECTION,WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, HOLE NEMA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL. 1 No Dom Revision Revision WILL BE ACCEPTED OR PAID. 22. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESRIBED IN NOTES 19,20 AND 21 ABOVE,THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY 7. FOR ALL EXTERNAL GROUND CONNECTIONS,CLAMPS AND CADWELDS,APPLY A LIBERAL A 0e27/15 SITE SKETCH 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR GENERATOR AT NO COST TO THE OWNER. PROTECTIVE COATING OR AN ANTI-OXIDE COMPOUND SUCH AS"NO-OXIDE K BY DEARBORN VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE CHEMICAL COMPANY. B 09/11/15 90%CD REVIEW SET WORK UNDER THIS CONTRACT.ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, 23. PLANS PART OF THIS SET ARE COMPLEMENTARY.INFORMATION IS NOT LIMITED TO ONE EXCEPT THOSE SPECIFICATIONS HEREIN,WHERE MOST STRINGENT SHALL BE COMPLIED PLAN.DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN 8. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING.USE 0 19123/15 100%FINAL CD SET WITH. THE PROPERTY OF THE ARCHITECT,WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS ERICO T-319 GALVANIZING BAR/COLD GALVANIZING PAINT. EXECUTED OR NOT.THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR 1 - 6. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE 9. SEAL ALL CONDUIT PENETRATIONS INTO MODULAR BUILDING WITH A SILICONE SEALANT AND 2 FOR STRUCTURAL,MECHANICAL,ELECTRICAL,PLUMBING,CIVIL,OR ARCHITECTURAL WORK. COMPENSATION TO THE ARCHITECT.THESE PLANS WERE PREPARED TO BE SUBMITTED TO ALL CONDUIT OPENINGS. GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE • 7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF CODES AND TT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD 10. ANTENNAS AND COAX TO BE PROVIDED BY VERIZON WIRELESS,CONTRACTOR TO COORDINATE Client ANY AND ALL MECHANICAL,ELECTRICAL,PLUMBING,OR STRUCTURAL ELEMENTS,AND THAT ACCORDING TO APPLICABLE BUILDING CODES. DELIVERY. ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET.NOTIFY THE CONSULTANT OF ANY CONFLICTS.THE CONSULTANT HAS THE RIGHT TO MAKE MINOR 24. IF CONTRACTOR OR SUB-CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING APPROVED PLANS,THEN IT IS THE CONTRACTOR'S AND THE SUB-CONTRACTOR'S ADDITIONAL COMPENSATION. RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES 1 FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK.IN ADDITION THE CONTRACTOR �' Wirel ass 8. DO NOT SCALE THE DRAWINGS.DIMENSIONS ARE EITHER TO THE FACE OF FINISHED AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING All NECESSARY ELEMENTS OR TO THE CENTER LINE OF ELEMENTS,UNLESS NOTED OTHERWISE.CRITICAL APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE DIMENSIONS SHALL BE VERIFIED AND NOTIFY THE CONSULTANT OF ANY DISCREPANCIES. PROCEEDING WITH THE WORK.THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE PROJECT INFORMATION RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. r plemermioR Teem: REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE.AT THE COMPLETION OF THE PROJECT,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING,SITE,AND ANY 25. IN EVERY EVENT,THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE 1. THIS IS AN UNMANNED FACILITY AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE OTHER SURROUNDING AREAS TO A BETTER THAN EXISTING CONDITION. INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. NOT RELIEVE THE CONTRACTOR,SUB-CONTRACTOR,AD/OR SUPPUERIMANUFACTURER 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED 2. VERIZON WIRELESS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,ETC.ACCORDING TO THE MINIMUM SPECIFICATION.IF ANY ITEMS NEED TO EXCEED THESE MINIMUM BSYU VERIZON WIRELESS AND NOT EMPLOYEE ED FOR HUMAN OCCUPANCY THUS IT ISUNOTES SEN LY.Y THES PUBLIC.ITY LC XC C)M TO APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES. SPECIFICATIONS TO PROVIDE A COMPLETE,ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS.FOR 11. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. EXAMPLE,IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE(I.E. 3. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. ELECTRICAL WIRE),STRONGER OR LARGER PIPING,INCREASED QUANTITY(I.E.STRUCTURAL 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING ELEMENTS),REDUCED SPACING,AND/OR INCREASED LENGTH(I.E.BOLT LENGTHS,BAR 4. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. I CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION.THE LENGTHS)THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE AtE Teem: CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE OR BID/PROPOSAL THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY 5. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. ANY ADJACENT STRUCTURES AROUND THE PROJECT.THE CONSULTANT SHALL BE SOLE INFERRED SHALL BE DEEMED TO BE INCLUDED. AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION.ANY ADDITIONAL 8. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. (q) MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 28. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO I CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE 7. VERIZON WIRELESS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONE ` 13. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION,IT SHALL APPLY FOR ALL UKE OR CONTRACTOR. TRIP PER MONTH AT ONE HOUR PER VISIT. SIMILAR CONDITIONS,EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS R CONSULTING INC. REFERRED TO IN THE SPECIFICATIONS,UNLESS NOTED OTHERWISE. 14. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATION SO THE prefect Info: ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. POR 15. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEIUNG,OR OTHER VILLA RIDGE CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, 10955 SW 55TH AVE PLUMBING,ELECTRICAL,OR STRUCTURAL MODIFICATIONS.WHERE THE EXISTING TIGARD,OR 97229 CONSTRUCTION DOORS,PARTITIONS,CEIUNG,ETC.,ARE TO BE REMOVED,MODIFIED,OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL,ELECTRICAL,SYSTEMS 1 AREADDEDMODIFIED,THE GENERAL CONTRACTOR SHALL REPAIR,PATCH ANDMATCH LEGEND IMPORTANT NOTICE °"'""°TM.. OR ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEIUNGS.WHERE 1 CONCRETE MASONRY NEW CONSTRUCTION TO MATCH THE EXUCTION ISTING STINGS /BOND.WHEIED,THE RE CCOONCCRETE CONSTRUCTIOTOR SHALL TOOTH IN NS THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND GENERAL NOTES I MODIFIED,THE RRECTNESS NOR CONSTRUCTION.ALLORK SHALLE COVERED UOR SHALL VERIFY THE NDER THE GENERAL COT DETAILS TO BE NTRACT.D FOR BUILDINGNVAUJDETAII SECTION LARGE SCALE DETAIL COMPLETENESS OF THE EXISTINFORMATION PROVIDED BY ING CONDITIRS. ONS CONSULTING SHOWN AND ASSUMES S NT GUARANTEE R SPONSIBBIILITY THEREOF. AND SYMBOLS ' Detail Number f PtCONTRACTOR AND HIS SUB-CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS • AS REQUIRED FOR PROPER EXECUTION OF PROJECT.REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ® Cti Q5 Detail Number CONSULTANT PRIOR TO CONSTRUCTION. pru Project Nmsr. D9/: 1 Sheet NumberTar Where Detailed Sheet Number 1023/15 DR i Where Detailed Drafter: Dee1QMf: jREFERENCE RM KM project Mrlsew: Professional of RBoad: ak AM CS '• VP Revision No: Sheet No: Referenced Drawing 0 T-2 r------ NOTES TOPOGRAPHIC SURVEY: POR-VILLA RIDGE • 1. THE BOUNDARY SHOWN ON THIS SURVEY IS BASED ON M(WUMENTATIDIN FOUND AND RECORD INFORMATION. THIS IS NOTA BOUNDARY SURVEY. THIS ISA SPECIALIZED N TOPOGRAPHIC MAP WITH PROPERTY LINES AND EASEMENTS BEING OF GRAPHIC DEPICTION BASED ON WFORMARQV GATHERED FROM VARIOUS SOURCES OF RECORD SE 1/4 OF THE NE 1/4 OF SECTION 36 .sw _ SW T. / ( -. �' AND AVAILABLE MONUMENTATION FOUND DURING THE FIELD SURVEY. PROPERTY / / �• FERRY cr. 1 r •Q LINES OF TITLE MERE NOT INVESTIGATED NCR SURVEYED EXCEPT AS SHOWN ON THIS TOWNSHIP 1 SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN op / 1. SE KING RD o PLAN. NO PROPERTY MONUMENTS HERE SET. ,�� M.a.M 2. PROPERTY LINES SHOWN ON THIS SURVEY ARE BASED ON SURVEY 27,289,26,213, IN THE CITY OF TIGARD, WASHINGTON COUNTY, OREGON 21O y`n / 26,083 AND I32DD ON FILE IN THE WASHINGTON COUNTY SURVEYOR'S OFFICE / NMY ?i) i `� V • 3. MdUY CONSULTING LLC WAS FRONDED A COPY OF TITLE REPORT FOR THE PROECT ' r `, _ ,�5. / t . PREPARED BY nTIP TITLE COMPANY DATED JULY 1,2015, TITLE NUMBER SURVEYED AUGUST 26-27, 2015 •g1ht" AIRY \ ;:x LL 3626077620T0-TTPOR51. -< 1 d, EXCEPTION/5-PER DOC.No. 80043922 ABUTTER$EASEMENTS OF ACCESS TO UTILITY CAUTION LMl aIle azo a �_ THE RELOCATED PACIFIC HIGHWAY(I-5)HAVE BEEN RELINQUISHED. 5w Buu y� / ^� �� • NO UNDERGROUND UTILITIES WERE LOCATED IN THE COURSE OF THIS SURVEY. CALL FOR 7 £ EXCEPTION/9- TIRE LEASE AREA,ACCESS EASEMENT AND UlR11Y EASEMENT UTILITY LOCATES BEFORE DIGGING. ,• I F' �, •1:,.'`"��• `.,; � 1 e DESCRIPTIONS LISTED IN THE DEED OF TRUST RECORDED AS DOC No.2004-147494 .�, � � t 1 DIN NOT CONTAIN ENOUGH INFORMATION /O ESTABLISH A BASS OF BEARING. MONUMENT MONUMENT DATA �,.,, FWD '" ,F ® g LOCATING THE LEASE AND EASEMENT AREAS BY USING ASTRONOMICAL BEARINGS DID BENCH MARK 4.%.1,,$: <-+ NOT MATCH PHY9CAL IMPROVEMENTS INTENDED TO BE CONTAINED W THE AREAS THE DATUM FOR THIS SURVEY IS NAVD 88. AN ELEVATION WAS ESTABLISHED FOR 1. FOUND 5/8"MON ROD BENT SOUTHEASTERLY,N1221'417 2.87'FROM CALCULATED / 7it0 4. , yp THE LOCATKIN OF LEASE AREA,ACCESS EASEMENT AND UTILITY EASEMENT SHOWN CONTROL PONT/1 USING CPS METHODS AND G.EODI2A. CORNER POSITION. r 444ON THIS SURVEY MERE ESTABLISHED BASED CW PHYSICAL IMPROVEMENTS. BY g941 S 0 , Jj 2. FOUND 5/8"IRON ROD BENT SOUTHWESTERLY,54651'17"W 0.09'FROM CALCULATED ROTATING THE DESCRIPTIONS 12'58'COUNTER CLOCKWISE AROUND THE MONUMENT M REFERENCED IN EACH DESCRIPTION LOCATIONS BETTER MATCHED PHYSICAL 3/1•MON PIPE WITH YELLOW FUSTIC CAP MARKED"WASH. C.S"0.1'BELOW GRADE CORNER,PULLED END. HOLE SmAlGH1ENED AND REPLACED. ALSO N`N1 ON IMPROVEMENTS (MONUMENT 10). FOUND 5/8"MPR ROD BENT SOUTHERLY, 51874.55.47 1.83'FROM CALCULATED ,•,, INTIM _ O �' d CORNER.OUTIED MONUMENTB END. _ g A y tx ELEV =341.96 S FOUND 5/8"IRON R00 BENT SOUTIHWESIERLY,50676'57 E 0.10'FROM CALCULATED y,a; ♦ 9 RRR PROPERTY LEGAL DESCRIPTIONy CORNER.PULLED MONUMENT,TI 6 HOLE, CALCULATED AND REPLACED.ALSO FOUND 12 1 ` o '/ N A PARCEL OF LAND W THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP I SOUTH. 5/8"MON ROD,9581612•W 1.68'FROM CALCULATED CORNER. TIED MONUMENT il RANGE I NEST OF THE MIULANETTE MERIDIAN,IN THE COUNTY OF WASHINGTON,STATE BASIS OF BEARING/LOCAL DATUM PLANE END OF OREGON, SAID PARCEL BEING A PORTION OF THAT CERTAIN TRACT CONVEYED BY ' / 1- ' FRANCIS B. CORNMELL AND FRANK(XXRNMELL, MIFF AND HUSBAND, i0 HERBERT H. CRSS 4. FOUND 5/8 MON ROD WITH RED PLASTIC CAP,OlEG&E,N45DY29"E 0.13'FROM ® 9 ') •' AHID JUDY D. CASS,HUSBAND AND WIFE,BY DEED OF MARCH 1, 1945,RECORDED ON COORDINATES CALCULATED CORNER. PAGE 381,BOOK 251, WASHINGTON COUNTY DEED RECORDS SAID PARCEL BEING MORE THE BASIS OF BEARING FOR THIS SURVEY IS THE OREGON STATE PLANE COORDINATE 5. FOUND 5/8•IRON ROD 147TH FADED RED PLASTIC CAP,ILLEGIBLE. 1 / i PARTICULARLY DESCRIBED AS FOLLOWS: _ - LOCAL DATUM PLANE COORDINATES:(3601)NITH AVERAGE COORDINATES OMBINED SCALE FW(R CF AND 6. FOUND 5E T 1 SYSTEM OF 1983, USING /8•IRON RW WITH FADED RED PLASTIC CAP,ILLEGIBLE15 BEGINNING AFTEAPOINTON RTHE SECTION EASTSLINE;OF SAID THENCE CTIOST NI36 NETY DIVE 91�LLNKS(91 THE OREGON DEPARTMENT OF TRANSPORTATION'S arch SERVICE. &7. FOUND FOUND 5�8IRON RW INR00.W,TH FADED RED PLASTIC CAP,MARKED'CENTERLINE A/A F. VICINITY MAP - - - -. ..f-_-. THENCE SOUTH NINETY-ONE(91)LINKS THENCE NEST 6.20 CHAINS TO THE SOUTHWEST 1.000110999 WAS USED 7O CONVERT GRID COORDINATES TO GROUND COORDINATES SO 9. FOUND 5/8 IRON ROT N89D3'19•W 0.28'FROM CORNER. 4` / CORNER OF THE AFORESAID CASS TRACT; THENCE NORTH TRACING THE NEST BOUNDARY CALCULATED GRID DISTANCES AND GROUND DISTANCE WOULD MATCH. 10. FOUND 3/4"IRON PIPE KITH YELLOW PLASTIC CAP MARKED"WASH. CS•0.1' S / SCALE: NOT TO SCALE OF AFORESAID CASS TRACT, TOA PONT SAID LAST MENTIONED PONT BEING SOUTH 100z FEET,ALONG LAST SAID NEST BOUNDARY,FROM THE SOUTH RIGHT OF WAY UNE OF 11E BELOW GRADE N0342'09"E 195.11'FROM EAST QUARTER CORNER OF SECTION J6 T o RELOCATED UNE OF THE PACIFIC HIGHWAY NEST,AS SHOW ON THE OREGON STATE CONTROL POINT COORDINATES (LDP) HIGHWAY DEPARTMENT CRANING NO.58-24-2 DATED SEPTEMBER 1939; THENCE EASTERLY 100 FEET SOUTHERLY OF AND PARALLEL TO AFORESAID SOUTH RIGHT OF WAY POINT 101 POINT 102 SITE �� BOUNDARY, 100 FEET TO AFORESAID SOUTH RIGHT OF WAY LINE: THENCE EASTERLY NORTHING: 655,060.808 NORTIRWC 654.976.278 O.RADIUS(Ft, 0'37'20'� URS 4.06TB)OU4.(16R)�N1830EA ENG - --_�'' wAunwA ! �'.., LINE,A DISTANCE OF 200 FEET;; THENCE NORTH PARALLEL TO THE AFORESAID NEST SPIKE IN GRAVEL SPIKE IN GRAVEL " i TRACING AFORESAID SOUTH RIGHT OF WAY LINE TO A PONT, SAID LAST MENTIONED EASTWG 7,627,005.385 EASING: 7,627,09&942 CI 373.74 PONT BEING 175 FEET FROM MEASURED AT RIGHT ANGLES TO THE EAST LINE OF ELEVATION: 340.36 ELEVATION: 341.41 C2 1198.71 617804 16046 160.38 N7872JJ E f SECTION 36,AFOREMENTIONED; THENCE SOUTH PARALLEL TO THE EAST LINE OF - r' 1 1 -_-_--- AFORESAID SECTION 36,250 FEET,MORE OR LESS, TO A PONT; THENCE EAST AT RIGHT I,vA1BLA • ANGLES TO THE EAST LINE OF SAID SECTION 36, TO A POINT SAID LAST MENTIONED •a. _ C �IBORROW I>rBaN i POINT BEING 250 FEET SOUTH ALONG SAID EAST LINE OF SAW SECTION 36,FROM THE `._-K4BMw INTERSECTION OF THE AFORESAID SOUTH RIGHT OF WAY LME AND THE SAID EAST LAVE / mow ` �-.`�� ,-- j OF SECTION 36; THENCE FROM SAID LAST MENTIONED PONT,SOUTH, TRACING THE SAID - _ _ - , 1 J __. EAST LINE OF SECTION 36, TO THE POINT OF BEGINNING. 6 I .._{� �1 - T-7 I,- l PttK • EXCEPTING THEREFROM ANY PORTION THEREOF LYING INTHIN AREAS CONVEYED TO THE ;� ��_:� (' .7.---:'''''''''' . / - U w+ ) .E1FMON _.- BAKER il,�1 I STATE OF OREGON,BY AND THROUGH ITS STATE HIGHWAY COMMISSION IN DEEDS 21"; MIABOR 24 1, >. / / a LIN 1 i.. fJ2ANT L) _.- ( RECORDED MARCH 20 1958 IN BOOK 40.3 PAGE 153 RECORDED OCTOBER 14, 1958 IN i- �.�'' TAE �, _ ti X00" _ � _ � _ BOOK 410 PAGE 291.RECORDED DECEMBER 4, 1980,RECORDER'S FEE NO. 80043922, LEASE AREA LISTED IN DEED r '�.. --4_---- LL.- CROOK 1 ALL IN WASHINGTON COUNTY DEED RECORDS. OF TRUST RECORDED AS '•" . ,, ''`.. \ { + / _ •i .1__ - DOC.No.2047-147494 ( - ,.'� �� n[scwrzs �x8r -- 1,0a';', T��a // LANE I I CO _ ' t + -y.. 2 .- L A,(_ - POST LIGHT vu1OU / ICE BRIDGE c ^ �- ACt�VVNN / 'A , � ' j / FEl.L`�RP) / _,_A coos DOUGLAS xNaEv ILLINEUR vb. 12 .• : LAKE - / - ___ __1_ ,. ..,.„ •` '�` / ,�.,'b U --�' _, r .qt g / I 6 TAX LOT _.. • �, . ! I_. 5 CURRY � aAUARM tAX Lp1A00 7 7 ISIE31*C01400 ' \ �' ,... /� - - - ' / 36 EL 7200 - -- - EOUIPIEB4T ..t: I �+ ISt 4 S 1 )6'GATE - •J��RApI< .' ; - - 1 -N8:T7831"IY < • N4878 211. 2 3 - - 11093' Q - -1- - 5\�.;jt -�`�. r', 34.29' 1► - - G (�\ \ + :17 1,;.1 1 :0, ' ON N TAX LOT Q •� \ 1 - tea'ri 15136AD06200 ,�' �� ' : ��' LOCA110N MAP�,��+y TAX LOT�'�" iS1E31BC01501 . , _ Uy - ,� SCALE:NOT TO SCALE E \ C'# �� , LSI _ TAX LOT 4,-DRAINAGE EASEMENT 11229:•. % 1�� ___ U� ,y '151J6A006504 �4. TAX L01 --- N - -,- i \ -PA2MEI� � o II I 417 PAG 129 BOOK '' TAX % •�.-- \ _ V. `,....�TRANCE.• -'.. a T I C TAX LOT / TAXI L01 rl - 0 LEGEND p I 75736.006300 I 151E31:4 01700 ,A ( / UTILITY -_ __ o V I _ // CONIIROLNN''-,'--/ �'y\ . . (11P) , PROPERTY BOUNDARY 'A IINw I TAX LOT POINT 101 • 3s,i" 11 gCI TAX LOT I l I TAF x1800 < A ��r RIGHT-Cf-WAY LINE 15136AL706507 1 4 * /�, // 3£? `'� E, Ia 1 ��/� I / TAX LOT 7`------ -- PL -------...--- 73' C1 111 I al E L �//Irg , 1 E318CO2000 �� CILIUM ` e \I!,, PROPERTY UNE �Z P+ )1 ♦ I _ POWER •SUBSTATION #=339.50. �', �• �.� f i'� T l •S► I l ��. T.L. TAX LOT . ,• i z. '8•�TIRMM IN `� - - - -- - - RECORD LOT LINE v r' -i I II.: i I T / / Ir 2200 S/E318CO2100 • / �. =JJ9�2 ti ry tiE CONTOUR LINE c .- GRAPHIC SCALE I l LN /// N \ E S TAX Lor I? 0 100 200 I ( n I ISIEJI: .2300 . . • ( gay` 1E i \ - ! PROFESSIONAL ` "• ( nd P� OWT EAD POMO UNE o,, REgSIERED I N. Ali,• i TAX . ��E uNED! . ; '7i ��RM/ � CRAWL PAVEMENT 1 Inch = 100 ft. 19E31:•2400 �,�♦ . p-Yi�\ \I d'' Sl g{ r L _ _\`•I� J--- _ _ 4511} '� • \ 4t, I., I V k CP./CREW PAVEMENT I -- __ �1 - �_ n vi OREGON - -TAX �eX� - �, T \ • ?\ ( \ I 'M O CCWTROLPDINT NorEVMBn+l0. DETAIL IS1E31BCO2 ,7a7 \ ''-- ��//, i 1 - KAID EDWARD MdUY GRAPHIC SCALE •-'CEJ'• FOUND MONUMENT AS NOTED, viy N8743'46"W \ ", TO RIGHT WITH MONUMENT NUMBER 60.06• h 0 , 1 % EAMES:12-31-2016 N`N0132'21•E • \ FOUND FOUND PUBLIC LAND SURVEY CORNER ° WEypm BrKAI E.*KAY 160.06' 1 Inch = 20 ft. N. n S UX Loi TAX Lor < 1DRAM en SIIPIIANE J BURT 15136A006505 I ACCESS EASEMENT \ • •. , -,; DECIDUOUS TREE WITH T.L TAX LISTED IN DEED AS CONTROL ' DIAMETER OYGKC9 BY.IVO E.MO AY N8T4J'46"W 4/4.04 I \� )ZJ90 POINT IO2� `�� `,} P. T I it must RECORDED as , y 16" DOC.Na 2004-147494 \� a• FD FOUND Oa?V SPRi ER 72015 TAX LOT DRAWAGE EASEMENT\ " I FD 4.25"BRASS DISK IN 1SIJ6AO06300 \N. a IR IRON RCI) P' REPRO 01r 1S136AD06300 TO COOT PER DOC. I CONCRETE, 1/4 CORNER " \\\\ -- No. 80043922 .......1 BETWEEN SECTION 36 TIS RIR FD 3/4•IP W/ S _I'_ I •- -. ..-- — IP IRON PIPE ri .Ks' ACM PGR-VILA RIDGE AND SECTION 31 TIS RIE YPC•WASH.CS• N. V. • YPC YELLOW PLASTIC CAP 7 Ale R 13069 sort I a i I t DO NOT SCALE DRAWINGS COMIMCTOR MUST VERIFY ALL PROPERTY LEGAL DESCRIPTION DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OA.SSION9.NO VARIATIONS OR MODIFICATIONS TO WORK 7 ! SHOWN SHALL BE YPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED SY THE uTEST REVISION.ALL DMW■A8 AIA / A PARCEL OF LAND IN THE NORTHEAST QUARTER OF SECTION SPECIFICATIONS REMAIN THE PROPERTY OF ADA • 38,TOWNSHIP 1 SOUTH,RANGE 1 WEST OF THE WILLAMETTEORAT10N w LOT!1 S136A006400 J -- - - -___________ MERIDIAN,IN THE COUNTY OF WASHINGTON,STATE OF - - - OREGON,SAID PARCEL BEING A i TRACT CONVEYED BY FRANCIS B.CORNWELL AND FRANK v 18TtNG PFOr=L.04=,.0.•��T •..„�, JUDY D. LL,WIFE AND HUSBAND,TO HERBERT H.CASS AND n� JUDY D.CASS,HUSBAND AND WIFE,BY DEED OF MARCH 1,1945, Grg� y+D , RECORDED ON PAGE 381,BOOK 251,WASHINGTON COUNTY � Y � :ITAX X - • DEED RECORDS,SAID PARCEL BEING MORE PARTICULARLY f'j' vi I - DESCRIBED AS FOLLOWS: V 4 r T - VEY BEGINNING AT A POINT ON THE EAST LINE OF SAID SECTION 38 ! v/ I TAX LOT P 1S136AD06200 J W NINETY-ONE LINKS(91)NORTH OF THE QUARTER SECTION • I ii Oc...1. •CORNER;THENCE WEST NINETY-ONE(91)LINKS,THENCE O.ORE•• Z L---- T_L__ SOUTH NINETY-ONE(91)LINKS,THENCE WEST 0.20 CHAINS TO 5262 I I THE SOUTHWEST CORNER OF THE AFORESAID CASS TRACT; { EXISTING I ; THENCE NORTH TRACING THE WEST BOUNDARY OF AFORESAID ��v OTT OR� TAX LOT!1 S738AD06504 I / GRASS CASS TRACT,TO A POINT,SAID LAST MENTIONED POINT BEING i I Q SOUTH 100 FEET,ALONG LAST SAID WEST BOUNDARY,FROM I ' I I AREA THE SOUTH RIGHT OF WAY LINE OF THE RELOCATED UNE OF EXISTING PROPERTY LINE(175.00') L THE PACIFIC HIGHWAY WEST,AS SHOWN ON TH OREGON STATE HIGHWAY—•_ •—_•_ I -- SEPTEMBER 1939;THENCE EASTERLENT YNG NO.5B-24-2 DATED 100FEET SOUTHERLY OF No. Dots Revision t I I I AND PARELLEL TO AFORESAID SOUTH RIGHT OF WAY UNE,A A 0627115 SITE SKETCH II UTILITY EASEMENT LISTED ST DISTANCE OF 200 FEET;THENCE NORTH PARALLEL TO THE I I �./--._RECORDED SIN DEED OF U DOC! RIGHTAFORESAID WEST OF WAY LINE; HENCE EASTERUNDARY,100 LY TRACING AFORESAID SOUTH TO AFORESAID B 09/11/15 90%CD REVIEW SET I I w 2004-147494 SOUTH RIGHT OF WAY LINE TO A POINT,SAID LAST MENTIONED 0 1023/15 100%FINAL CD SET I I I w s/ / POINT BEING 175 FEET FROM MEASURED AT RIGHT ANGLES TO m i /1 € THE EAST LINE OF SECTION 38,AFOREMENTIONED;THENCE 1 • w • SOUTH PARALLEL TO THE EAST UNE OF AFORESAID SECTION / 38,250 FEET,MORE OR LESS,TO A POINT;THENCE EAST AT 2 aa'' I co 0 PROPOSED VERIZON I g __ •• n < WIRELESS LEASE AREA / RIGHT ANGLES TO THE EST LINE OF SAID SECTION 38,TOA 1 • Z I I? w / POINT SAID LAST MENTIONED POINT BEING 250 FEET SOUTH Client: J I O< ��. g / EXISTING ALONG SAID EAST LINE OF SAID SECTION 38,FROM THE Io -... / CROWN CASTLE INTERSECTION OF THE AFORESAID SOUTH RIGHT OF WAY LINE I LEASE AREA LISTED IN I %, COMPOUND AND THE SAID EAST LINE OF SECTION 38;THENCE FROM SAID ww I I DEED OF TRUST RECORDED / LAST MENTIONED POINT,SOUTH,TRACING THE SAID EAST UNE O I AS DOC.!2004-147494 OF SECTION 38,TO THE POINT OF BEGINNING. CIII I I I - @/' wireless EXCEPTING THEREFROM ANY PORTION THEREOF LYING WITHIN 2 I AREAS CONVEYED TO THE STATE OF OREGON,BY AND i i / / I i_l_ THROUGH ITS STATE HIGHWAY COMMISSION IN DEEDS x• g t__ • RECORDED MARCH 20,1958 IN BOOK 403,PAGE 153,RECORDED w I I OCTOBER 14,1958 IN BOOK 410,PAGE 291.RECORDED Implementation Town: 1 r DECEMBER 4 1980 RECORDERS FEE NO.80043922,ALL IN EXISTING ...«. I � � WASHINGTON COUNTY DEED RECORDS. I / ! ELEC. I �' / P TRANSFORMER g EXCFPsR9.00At�RApF/C NKi1M' N4E�AIRB.lIg1AS1�.ro j^j [TAX LOT!1 S136AD06507 -J ! I .- — --' L_1 XC V I TAX LOT!1 S138AD08300 "" '� , - I / .o I M a IXCEPTIONOS-TNELEASEATEA,AOCESSEASEAENTAADUiR/7YEASEMENT _- • r j ® 00SCRIPT104S LISTED N TTE DEED GF TRUST RE00RDEDAS DOC.NO. 2(91147491 . :\\ I € MONDE CONTANB4000NwFORMATION TOES TABUSNABASSOEBEARNG. „BE TSI, 1 I �4N ____ LOCATNG 7IELEASEAAVEASE1 4TAREAS BY USNDASTRONOM61L I \ACCESS EASEMENT LISTED ' \ EXISTING BEARwfOTD • NOTWTOIPNYSICAL WFROVEAENISNTENDEDTOBECONTAIEDNDE I I IN DEED OF TRUST UTILITY VAULT Imo, (((•)) RECORDED AS DOC! • I THE LOGVTIONOFLFASEMFA ACCESSEA.SSRE4T vLDUTILITY&I.SEwENT I I I 2004-147494 \�'�`� ___,T. ------ - I -------- ScRovEm ONB TNSSURVEYWEREESTAB1.131EDS9SEDONPN SI AL EXISTING --�� `-- 'h- --- ROTATWGTNEDESCRPTWONS frarC00NTERCLOCKxISEAROUNCTNE SUB ^ MONUMENTCONSULTING INC. STATION IS _REFERENCED P4EAQ1 DESCRAoTION LOCATKNS BETTERUVTCfED PNYSMAL I I IZ EXISTING - - L I - ACCESS ROAD- I P,geot POR I I Iw VILLA RIDGE II 10955 SW 65TH AVE ICI I TIGARD,OR 07223 IP __ ._ -�' I •Tn - - - 1 Drawing TSM: I I r- IW ,`£(i • I I I I Q' OVERALL �� SITE PLAN \ Q, I ORA/A, -- `' L• 7b IGF $% 1 PFol.a Number: DsI: t sS I ........ ` 1 1023/15 '��•��.��..�.�.� •�.�•L "Tkr ,ea€4,,,. l -'- EXISTING PROPERTY LINE(4/4.06 '�' 3 Dom: D« : N RM KM Project M.trpsr: Prdd eseiotof Record: Iii AM CS Iw - Revision No: Sleet No: 0 A-0 iIr""'SCALE: 1'=40,0 OVERALL SITE PLAN I 1 - , UNIT SCALE:1'=619-0` DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR / OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE PAPLEMBRED WITHOUT PR/OR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND / SPECIFICATIONS REMAIN THE PROPERTY OF ACOM EXISTING CORPORATION \ GRASS/BRUSH AREA / 1 FkjST/NG C9 / D Qw �, C,�, / N. X\k NCASTC�FFNC •F� / e . .„,T. vEv� co4i POUND D,OREG O / / �� / 526240 0C . •J h NEW VZW 30Kw DIESEL A',.......,,,.._ 12>4 / GENERATOR ON 4'-0"x 6'-0" X....,_----- 7 9" �0F OR� Q UO3 CONCRETE FOUNDATION X ` / CONCRETE EQUIPMENT SLAB / P UUO �" k 4� / y ' 2" NEW VZW EQUIPMENT CABINETS- \,r / 1 No. Dm Reviebn " /s ' /S 0" �C BINF 4(OVP'S MOUNTED INSIDE RF \Py / m ET) / \ \ x OemnS SITE SKETCH U / r; a ` NEW VZW UTILITY H-FRAME \k B 09/11/15 90%CD REVIEW SET ` � / 4�1 WITH METER,ATS/LOAD X......--- / 0 1023/15 100%FINAL CD SET r, / / 4r / CENTER,TELCO ENCLOSURE& -, �' SAFETY BOX r / 1 }� 7 // . ° I r,,;, X-.r 0 2 <u / NEW VZW ICE BRIDGE Y / } p VZW GPS ""�->// ''_ • W/GPS MOUNTED TO / N N. Caen: 1 / / A. • ICE BRIDGE LEG / / / tu 2 I /7/ o_ } -EXISTING CARRIER / lIli , _ �� wireless ICE BRIDGE \ cc - / H \\ / k� +4 / 0 :::: ::H=== / vy Implementation Teem: 1 C. � y p/ % �� ^ tEXISTING 94' MONOPOLE / y p e /03.4,14/0/ LiE xco\ Q \EXISTING CARRIER / , X EQUIPMENT SHELTER / Fo �X / \ X / / AA,E Teem: I \ EXISTING H-FRAME / / ��` ,� \ �X • \X /k / _ X GRASS/BRUSH \ \�X /�/ / CONSULTING INC. AREA / �X // / PROPOSED EQUIPMENT PLAN 2 _ Project Info: POR LEASE AREA LISTED IN / \ +� ,�/ / VILLA RIDGE DEED OF TRUST RECORDED / 10955 SW 85TH AVE AS DOC.#2004-147494 / TIGARD,OR 97223 / / / NOTE: Drawing Tale: L / CONTRACTOR SHALL OBTAIN SEPARATE PERMITS FROM FIRE / i / / ,r MARSHALL REGARDING THE INSTALLATION OF THE GENERATOR / AND FUEL TANK PRIOR TO CONSTRUCTION PROPOSED COMPOUND PLAN / ACCESS EASEMENT LISTED / EXISTING / � N IN DEED OF TRUST -- SITE ACCESS -� / ----./ 11 N , RECORDED AS DOC r �� ROAD �� 2004-147494 / Project Number: Deer: 1 , / NOTE: 10/23/15 ,, N '' ' / / GENERATOR/FUEL TANK SHALL NOT BE CLOSER THAN 5'-0"FROM Drafter: Designer: / . EXISTING 6-0HIGH CHAIN N PROPERTY LINE PER NFPA 30 TABLE 22.4.1.6 RM KM LINK FENCE W/DOUBLE N ! WIDE ENTRY GATES Project Manager: Prd«eia'°I°IRecord: \ N. "" / AM CS Revision No: Sheet No: 27x30 A-1 "SCA'F:3/3 =T� ''— PROPOSED COMPOUND PLAN 1 n�lrsCuc:3AYG=ro 4' 2' P a' I 00 NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS NO ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE EXISTING CARRIER ANTENNA ARRAY -EXISTING CARRIER ANTENNA ARRAY SUPERSEDEDSPECIFICCATIONS TIRE LATEST REVISION.ALL M/ 09 AND / (TVP OF 3 SECTORS) — Ii -- (TVP OF 3 SECTORS) CORPORATION THE PROPERTY OF ACACM/ AL TOP OF EXISTING ANTENNA �... TOP OF EXISTING ANTENNA �' Qli IXIBTING TOWER • 94,0"TOP OF MIL TOWER — -�� p ,y,D RAD CENTER OF EXISTING ANTENNAS 7r�� •RAD CENTER OF EXISTING ANTENNAS ) • • 3l T. • VEY� EXISTING CARRIER ANTENNA ARRAY L EXISTING CARRIER ANTENNA ARRAY -,I I / (TVP OF 3 SECTORS) (TVP OF 3 SECTORS) % • • D.OREr•i,c.c . 4.2) 5282 , 4'0F ORl' EXISTING CARRIER ANTENNA ARRAY EXISTING CARRIER ANTENNA ARRAY b RAD CENTER OF EXISTING ANTENNAS RAD CENTER OF EXISTING ANTENNAS Y 74'-0•AOL ! !I I A j (TVP OF 3 SECTORS) 71'-0"AGL / (TVP OF 3 SECTOfiS) 1 f_ 1 No. Due Revision x^23" ._ .. - A 06/27/15 SITE SKETCH .. PMOUNTED TO PR�OPOSEDEANTENNA 8 08171/15 90%CD REVIEW SET __ / MOUNT(TYP OF 12) 0 1023/15 100%FINAL CD SET 0 TIP HEIAGLGHT OF PROPOSED VZW ANTENNAS ' - ;I 1 WRAD CENTER OF PROPOSED VZW ANTENNAS • i 2 55'.OAGL 1 , - • .. it , 1 �� - . ��PROPOSED VERIZON WIRELESS Cent: 7 II _„ ANTENNA PLATFORM MOUNT W/ HANDRAIL KIT PROPOSED VERIZON WIRELESS ----EXISTING 84'-0'MONOPOLE PANEL ANTENNA IZO(TIP OF 12.6 „= PROPOSED VERIZON WIRELESS RAYCAP INSTALLED,6 FUTURE) - SPLITTERSURGE SUPPRESSOR MOUNTED er wireless PROPOSED ANTENNA PLATFORM(TIP OF 4) Implementation Team: I NOTE: PROPOSED VERIZON WIRELESS PROPOSED VERIZON WIRELESS HYBRID CABLES MOUNTED ON ANTENNAS AND EQUIPMENT SHALL //-EXISTING CABLE LADDER(TIP OF 4 MATCH EXISTING TOWER AND HYBRID CABLES) • EQUIPMENT COLOR LCXCOM ME Tem: 1 CONSULTING INC. EXISTING TREES T EXISTING TREES //, • / \ PROPOSED VERIZON RVF) fTYP)I�\\ WIRELESS ICE-BRIDGE Prat tip: I /R/ /� WITH /HYBRID POR / PROPOSEDVERIZON WIRELESS VILLA RIDGE I EQUCONC CABMOUNTE P OF 1) 10955 SW 65TH AVE TIGARD,OR 97223 . SINGLE SIDED PROPOSED VERIZON WIRELESS •. \ / EXISTING 8'-0'HIGH CHAIN LINK BACKUP DIESELWENERATOR EMERGENCY Drawing Tide: i / FENCE WITH BARBED WIRE / PROPOSED VERIZON WIRELESS i` GPS ANTENNA MOUNTED TO EXISTING & t PROPOSED ICE-BRIDGE LEG PROPOSED .„,. K° 1 ELEVATIONS t 1 1: -. T EXISTING 8'-0'HIGH CHAIN LINK « /. W WIRE 1 ,-..- Number: Date: ' --'5'----' .u:,�, �' 1`.---i--5' '�-�: •"”"•�4-'5(-.-__� -- —I rte.' Its I!�--=;1(' J�.�•.��i`-� �' _M r� Prefect . 1023/15 Dreher: Designer: RM KM ::., .•.`. - .EXISTING Q' • .. - '• Manager: Professional of Record: 40 EXISTING GRADE ......>.: ........ .::. ...... ..•.....:.•..:. .•.-..:% ... ... .....::. ..::....:: ... ..- 0'4Y AGL ... ......... .... ....... ..... .. _.. .....- -- ....... AM CS 0'-0'AOL .. .... Revision No: Sheet No: 0 A-2 22"° SCALE: -'� •-----.---- EXISTING EAST ELEVATION 222"24,,,„:3°-"...„ :33,3842::',.:°:,- ,•-.-.....-__8' PROPOSED EAST ELEVATION 1 , I INIT SCALE:3834'=1'-0- 8' 4' 0' 8' DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY AL1 1 • DIMENSIONS AND IONISE CONSULTANTS OF ANY EWiDRS OR OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN O APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAVANOS AND NATE: SPECIFICATIONS REMAIN THE PROPERTY OF SOON EALL ANTENNA AND COAX ANTENNACABLE COIPORATIow. ., tea., VERZION TI ELESSFURNIAND BY AN WIRELESSNATTACH _`� WIRELESS AND PUED BY '`%., ,. INSTALLED BY CONTRACTOR PER MANUFACTURERS 11 I RECOMMENDATIONS ICE BRIDGE PIPE LEG ' / VERIFY MOUNTING HEIGHT W/ 1-iM•STD PIPE I I- ��C D A�� J VER�ON ��CM HEKRHT AS REQUIRED L `�[T `,� �;, :� ANTENNA MOUNT �el__ � MULTIPORPOSE C..#:. , � •, r ,viI ADJUSTABLE CLAMP :T. VEV �� 'SIS- GPS ANTENNA-\€ _ • • II ' SUPPLIED BY COAX CABLE — �1� •• D,ORE• Ell • VERIZON WIRELESS *�� ,(I 5282 :Itio,,,, Ilk 11 [� { ELEVATION �OF ORS' Ell ilitS I TOP BRACKET N0 Date Revision A OB/27/15 SITE SKETCH B 09/11/15 90%CD REVIEW SET 22x80•SCALE:NOT TO SCALE GPS MOUNTING D ETA I L 3 0 1023/15 100%FINAL CD SET 11-x17"SCALE:NOT TO SCALE O 1 w 2 - - \I11111 \ Qom: , OO © NOTE: 6/44':I® ANTENNA PIPE MOUNT MOUNT N ANTENNAS 2 UNRE NEAR ANTENNAS ICS A e wireless .. �r, ®-��L RRUS12-A2 .,,, • .4110. MODULE 111 ..I IY Implementation Teem: I .• 0 MourmNG PIPE li O O IIII OR rowER LEo RRUS12 UNIT 1111H1111111111111111111111 ) BOTTOM BRACKET 111111111111111111111111111111111111111111111111111111111111 L1XCOM .._ RAYCAP SURGE SUPPRESSOR - (OVP) ID ANTENNA STeom: I AS MOUNTING — .. PIPE - - RRUS12 UNIT ((C.)) PARTS: - .- ' `` ITEM DESCRIPTION - - 1111_I� _ BB 1 LINKAGE ARM,MMER CONSULTING INC. Z BRACKET,ANTI-RIOT.TOP - II 3 STRAP.POLE MOUNT ® HARDWARE Props Wo: t il 4 UNKAGE.6MEOHDEG.OUTER ! • !J. , POR 5 BRACKET TOP MOUNT,CELLULAR PANEL - VILLA RIDGE �J((C 10955 SW 65TH AVE 6 BRACKET BOTTOM MOUNT,CELLULAR PANEL n , • h OARD,OR 97223 c'" c' ' eRl�a\ _ 7 BRACKET,SLIDER.8 DEO TILT ^ 8 BOLT HEX,HD V ‘,5,., til —I 1111111JNUT.PLAIN HEX • ICD BOLT.HEXHD "'T"G """° CONSTRUCTION ;" RRUS12-A2DETAILS FLAT WASHERI .\,�•- 4111/ SPLIT WASHERMODULE ^BRACKET PIPE • PTD(ec[Number: Deu: 1 SIDE VIEW 10/23/15 .^ FRONT VIEW SIDE VIEW Drdeer: Designer: RM KM PTop01 Manager: Professional 01 Reoard: AM CS ,- OVP MOUNTING DETAILS RRU MOUNTING DETAILS Revision No: Sheet No: 0 A-3 1 nor SCALE:NOT TO SCALE MECHANICAL TILT MOUNTING DETAIL 2 „°'T E NOT To RRU & OVP MOUNTING DETAILS 1 - UT SCALE:NOT TO SCALE i DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK _______ _.-..- _._._._ __-_-_ 811000IMPLEMENTED SHALL BE PLEMENIED WITHOUT PRIOR WRITTEN PARRS LIST APPROVAL AU.PREVIOUS ISSUES OF lea DRAWING ARE • _T_._._.____ ---_.-_ -_ -_._ SUPERSEDED SY THE LATEST REVISION.ALL DRAWINGS AND /27 19 Q® ITEM OTY PART NO. PART DESCRIPTION _---- ---- LENGTH UNIT WT. NET WT. SPECIFICATIONS REMAIN THE PROPERTY OF ACOM /\ 1 _3 0-110619 CORNER SECTION FOR LOW PROFLE PLATFORM 218.70 656.10 OORPORATIDN. ? / --2 3 X-140496 _--- MIL PPE FOR LOW PROFILE PLATFORM _ ---.._._..--- -�.4320-..._ 129.59 ^ ` /.\� 3 3 X-140476 +---SUPPORT BRACKET VELMENT FOR PLATFORM _ 50.72__152.17 ___ 1 ��`/L e - _.._- 25 6 3 X-110186 AT CLAMP 0MFOR(OENTRR ECTIO -.-__-5.50011 1.10 18 1391 �%� 7 3 x•110181 STEEL GRATING,END PIECE(LEFT MND) _______ 27.91 83.83D /•� • `, 8 3 X-1404859 STEEL GRATING,END PIECE(RIGHT RAND) -- --- _-27940.06 67833 �`� 1. ```� �� 10 58 MARIA 88 --- UNNERSAL GALVANIZED WEIDLENi GRATWG CLAMP 88.18 204.48 4 - G,~�� • 1 • • VEY� DETAIL A 11 8 X-110860 __ SUPPORT ANGLE FOR CENTER GRATING 31.90811 4.77 28.62 - -1011';T. • / 1 \ 28x9 20 ® 12 24 01203 1?a 3110G HEX BOLT CARS FILL THREAD _----.__.--- 3 ---t._-022--- 521 -__ 'fj / /• i"\ x2 X2 72 13 18 01208 1?a 8'HOG HEX WS FULL THREAD 9 019 I •8.88 \N A 14 12 638112 Sr a 1-1?HOG HEX BOLT CARS _ 1.S 0.07___ 0.85 _I •,R D,ORE•• • ANTENNA SPACING FOR /,/�; i1\\`\\\• j MITENMSPAGNG FOR 15_ 12 03BM17 _ _ YC HDG HEAVY 2H HEX NUT ..___. _- 0•03 -_ 0.41 __ v� • 5262 PLATFORM WITH 12 - / ///° A1\\\,\\ 16 54 014112 114-20a 1-1?HEX BOLT 1.5' 0.03 1.65 r,,�'/ ANTENNA MOUNTING PIPES / :. ////�/ L'\\\\\\ I PLATFORM WITH 9 - .---- --- -- ---' -7,� VVV -�////////, \\\\\\\\\�� ANTENNA MOUNTING PIPES 17 54 G1ILW 114-20 LOCIWABHER 000 _ 0.13 / /iii /oi, 1�\\` \\\\ / - - .4 OF OR Y //////////. \ \\\\\ Q\. 18 54 G11NUT 1/4201E)(NUT 0.01 - 086 -. / //// ///. S� \\\ \\\ 19 138 G12EW •-_--_-_ 1?NM USS FLATWASHER _-__- 0.03 -._. 4.70_..._./ / / I\\\\\`\\\\\\�\\\\ 20 138 G12LW 1?HOG LOCKWASHER 0.01 182 / /// \\\ \\,�d ` 21 138 G12MOT 17 HOG HEAVY 2N HEX NUT 007 -.-...� 9.88 I 41.-,- Q/ 1 \\\,\pa•Y•�d �2 30 4 (EBLW -•----- SIB'IOG LOCKWASIER _._ ---- - 0.03 __- 0.78- 4 7/ ,;',• // �''• • 0. `�\\\\ 23 12 I G58NUT SR'FDG HEAVY 2H HEX NUT 0.13 1.56 No. Dm Revision /// //// //// ../ •\\\`\\\\\ \\\ 21 12 A582111 50'x2-iN'HOG A325 HEX BOLT 225 n. 0.31 375 -._. / ///�///, ' \\Q\\\\\\\`\\\ 25 B C _ 2-3/8'O.D.VERTICAL MOUNT ANTENNA PIPES 0 E F A 0827/15 SITE 811ETCH / / 1 I \\\\�\\\\\\\�\\\\ • 26 9 XSP219 SMALL SUPPORT CROSS PLATE 825' 8.81 7719-___ //// //// /// \\\ \\\ \\\ ....____ - -.-___- ..._ .. B 09/11/15 90%CDREVIEW SET Y2 ///�4/// //// \\\\\\\\\\\\\\\\I'- 26 12 XSP219 SMALL SUPPORT CROSS PLATE 8.25 861 1717°111-56..71593 03.33 / / // / 1 \\\\`\\\\\\\\\\ 27, 18 -0•UB1212 _-. _--- 1?X2-1?x41?x71YBOLT _ --. ---_- 4.5' 063 __ 11.31 0 10/23/15 100%FINAL CD SET �//j, //�� 1 ` \\`\IA\\ \\\\`\ 27 24 0-UB1212 1?X 2-1?X4-1/7 X 7U-BOLT 4S 0.63 15.20 • • // // \\ \\ 28 18 x1181306 1?X 350•X S X 3•U-90L7 ... 5 063 -_- 14.94 �'•/%%///i,,////�/ / , - ' \ \\‘\�\\\\�\\\\\\`\ X _28 24 , x-U81306----- - 1?x 3518'X 6•x 3'U-BOLT -_-.---- 6' 0.83 1988 1 - - ////// //// \\`\\\\�`\\\\\\\�\ 29 18 AWRY ---- Sb'IDG A325 RA1WASHEA - 003 0.61 2 / /,/ , \• \\\\\..•• Q 30 18 A58NUT S0'IDG A3251,41O NUT ----___-- 0.13 254 ^ _l // //%•••I \ '' / ,•1��`\\\\\\\\ 31 9 05i9R-48 SIS A IB'THREADED ROD4B• 4.1048 37.63 _-_ Client. 1 cC / "O. _ '\\\\\\`\\\\`\`\ - __ TOTAL WT.11 264.35 y/� �� /�/ • �� - fir' op\\ \\\\"\\i. /////�///,./.44- 12' E � lr \�Q\`\\�\\\\\\\ ASSEMBLY NO.•A• OTr 1• PMT N0.•C' LENGTH v-- i UNIT WT.E• NET WT.•F 'TOTAL WEIGHT -- erawwireless /- ' klrliiNGrr i ii -ii t ISIlll�ZNENi. GMSP-496 12 P2138 or-i 2929 351.18 1615.05 _ _yiiiii■iiii•_:iiiiiiiiiiii■(_ liiiii■■iiia. 133 718' _- _. _ - Imple lentaUon Teem: 1 ------- -- 14111.7121) _.-- - _ --�', BETWEEN END PLATES • • ti 000 00 LXCOM _ • \o\\ /,® 1 1 1 �1�0\\\\0 ME Team: \\\\\\\"�� \ ',P\ \ DETAIL AA 1 010) 4.,%._‘.44,440, i \ ,,,,,,,,,,, . \ \\*..,\ ' ...10„„_ „. 0 A, 0 -%:ci) ; ,,.;\ \ I \\\\\` �!, (s.,%, •` ��4• ^ CONSULTING INC. ,N10.11- ` \ \\ \\\\ \\\\\ / i Prosect Ho: \ \\`\°\\\�\��\• 7, y � 2 POR \ - 4 i`+. \\\\\ „i VILLA RIDGE • \\\gip\\\\`�O\O ` 1o95a SW 65TH AVE I A/( 11 " - �� \�\\\\\\\\\\\`�\ DETAIL B T955 S 65 97225 �,\�\14 - , \\\\\\��\\\\��A DETAIL A ^ �`A\�\\\ • . \% \\\Q- DnwYq TNM: F��1AL0 ANTENNA _- _ - OF ANTESEE NNA PLATFORM 000 27) ATTACHMENT SPECIFICATIONS NOTE ANTENNA PIPES AID MOST OF 114E ORATING 7 -- REMOVED FCR CLARITY. ., II•fF * .• . \y\ �¢----�-- - �� _ ---=co , - -I• Prosect Nlrnber: DsN: l d �� CA �� 0 D ,D,�,s 11- D o lr '�a, AM Designer: --r.1111-44.1-1•74:M1:01.1-4.-4.4.--11 �� ,IOgL _-�r.k ll z° DETAIL C 0 RM KM NOTE: 'f DETAIL D Proisp Momper: professional of Record: AM CS - PROVIDE HANDRAIL KR:PART 1800003 Revision No: Sleet No: 'II0 A-3.1 'I.22-734*SCALE:NOT TSCALE '.1/•,L1r SCALE:NOT ToO SCALE PROPOSED ANTENNA PLATFORM SPECIFICATIONS I 1 - DO NOT SCALE DRAWINGS.CONTRACTOR MINT VERIFY ALL . DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR 1gpFICATIONS TO WORK( SHOWN SHALL BE CONCRETE: REINFORCING STEEL: A ALL WE9 AE 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, • BUILDING CODE 1. REINFORCING BARS: ASTM A625, GRADE 60, DEFORMED BARS. SUPERSEDED THE IN THE PROPERTY ALL DRAWNOS AND SPECIFICATIONS Y REMAIN THE REVISION ALL ACOA REQUIREMENTS FOR REINFORCED CONCRETE •AND TO THE PROJECT CORPORATION. SPECIFICATIONS. 2. WELDED WIRE MESH: TO ASTM A185. PROVIDE IN FLAT SHEETS ONLY. - VERTICAL PLACEMENT TOLERANCE TO BE 3/8 INCH. 2. UNLESS OTHERWISE NOTED.ALL CONCRETE SHALL DEVELOP A MINIMUM I . COMPRESSIVE STRENGTH OF 4000 PSI IN U.O.N. 3. REINFORCING STEEL TO BE DETAILED. FABRICATED, BENT AND PLACED IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND •••••••••••••••••.- 3. »---..-.-••_- 3. PREPARE AND SUBMIT MIX DESIGNS FOR EACH TYPE AND STRENGTH OF ACI 315. GALVANIZED PIPE FOR ICE BRIDGE �'D `�T A1�ed. • CONCRETE IN ACCORDANCE WITH ACI 211. • PROPORTIONING CONCRETE 4. SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING AND PLACEMENT SUPPORT WITH END CAP L" MIXTURES •. AND ACI 301, • SPECIFICATIONS FOR STRUCTURAL CONCRETE. - OF ALL CONCRETE AND MASONRY REINFORCING STEEL SHOW ALL �y 4. READY-MIX CONCRETE SUPPUERS TO BE NRMCA-CERTIFIED. IED. WALLS AND BEAMS IN FULL ELEVATION. MT" •.. • 5. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A MAXIMUM SLUMP 5. THE CONTRACTOR SHALL FABRICATE ALL REINFORCEMENT AND FURNISH 8 OG I iiT. / VEY OF 4 INCHES. MAXIMUM AGGREGATE SIZE 3/4 INCH. A•L ACCESSORIES. BOLSTERS, CHAIRS. SPACER BARS AND SUPPORTS I/ :.` NECESSARY TO SECURE THE REINFORCEMENT UNLESS INDICATED • / • 6. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. ' ::`` \` D.OR •: `/ 5262 cSS Y� 6. WHERE INDICATED. REINFORCING BARS SHALL BE WELDED IN R.``.: 7. DO NOT USE CHLORIDE-CONTAINING ADMIXTURES. . �.... I ACCORDANCE WITH AWS D1.4 'STRUCTURAL WELDING CODE - "... �Jt 8. HOT WEATHER CONCRETE COMPLY WITH ACI 305R. REINFORCING STEEL... - '4 OF O�. 9. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING CLEAR 7. IN REINFORCED MASONRY WALLS. COLUMNS AND BEAMS. REINFORCING • `i4 •Y::;"`.`w CONCRETE COVER: SHAT BE HELD IN PLACE WM1 •OUR-O-WAN• REBAR POSITIONERS, COVER OR APPROVED EQUAL, PRIOR TO GROUTING. �::`,iE��......`t..,, HOT DIPPED GALVANIZED STEEL GRATING • INCHES /��I �:`�:�. ��M�‘U��`:�•:� t, FROM EQUIPMENT TO TOWER CONCRETE CAST AGAINST AND 8. IN SLABS WHERE REINFORCING IS SHOWN IN ONE DIRECTION ONLY, ( .. `, ,":\i. `. `•`. No. Dau Revision PERMANENTLY EXPOSED TO EARTH 3 PROVIDE INDICATED TEMPERATURE REINFORCEMENT AT 90 DEGREES TO ...................`....... R PRINCIPAL REINFORCEMENT. \�` "�' CONCRETE EXPOSED TO EARTH OR ....� WEATHER: LAP SPLICES: �,`w A 0827/15 SITE SKETCH f6 THROUGH /18 BARS 2 •P''. B 09/11/15 90%CD REVIEW SET /5 BAR OR SMALLER 1 1/2 a) SUBMIT PROPOSED LOCATIONS OF LAP SPLICES FOR APPROVAL 0 10/21/15 100%FINAL CD SET CONCRETE NOT EXPOSED TO WEATHER b) CONCRETE: PROVIDE CLASS B TENSION LAP SPICES U.N.O. OR IN CONTACT WITH GROUND: I - - I. SLABS AM) WALLS c) MASONRY: LAP SPLICE BARS A MINIMUM OF 40 BAR DIAMETERS #14 AM) }18 BARS 1 1/2 U.N.O. 2 _ - ,11 BAR AND SMALLER 1 • d) WELDED WIRE MESH - MINIMUM LAP 8 INCHES. MEASURED _ COLUMNS BETWEEN OUTERMOST CROSS-WIRES OF EACH SHEET. awns I PRIMARY REINFORCEMENT. Z TIES. STIRRUPS, SPIRALS 1 1/2 10.ENSURE THAT A MINIMUM OF 2 - 115 BARS ARE PROVIDED 2 CONTINUOUSLY AT ALL SLAB EDGES BY ADJUSTING BAR LENGTHS OR 10.UNLESS OTHERWISE NOTED, PROVIDE A MINIMUM BEARING LENGTH OF 4 INCHES TOP/BOTTOM EDGE BARS AS REQUIRED. En 4 FOR Al REINFORCED CONCRETE SLABS. 11.PROVIDE 1 - /5 NOSING BAR FOR ALL SILLS. LEDGES, CURBS. PADS • 11.PROVIDE CHAMFERS. REVEALS, REGLETS, RECESSES AND THE LIKE AS SHOWN ANO STEPS UNLESS OTHERWISE INDICATED. 0 e11 ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. FOUNDATIONS: WlreleSS 1. SHELTER: ALLOWABLE BEARING PRESSURE USED IN DESIGN 2000 PSF. 12.NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK OTHER THAN THOSE INDICATED ON THE STRUCTURAL DRAWINGS WITHOUT THE APPROVAL 2. ABOVE PARAMETERS ARE ASSUMED. ALL FOUNDATION CRITERIA SHALL BE VERIFIED I I - OF THE STRUCTURAL ENGINEER. BY SOIL ENGINEER IN WRITING TO ACOA CONSULTING PRIOR TO FABRICATION I pNRrnmion Team: I 13.PROVIDE CAST-IN-PLACE CONCRETE FOR MECHANICAL AND ELECTRICAL DIVISIONS AND CONSTRUCTION. ICE BRIDGE SUPPORT INCLUDING BUT NOT UNITED T0: EQUIPMENT BASES. HOUSEKEEPING PADS. PIPE FOINDATKIN L CURBS. PITS. UNDERGROUND DUCTBANKS. DESIGN DATA 2010 OREGON STRUCTURAL SPECIALTY CODE -` WIND SPEED: 80 MPH 14.ALL FORMWORK OFFSET TOLERANCES (PER ACI 117) TO BE CLASS A. (3 SEC.EGUST)B �� J EXPOSURE: e I I LEXC0M IMPORTANCE FACTOR- 1.00 15.FLOOR SLAB TOLERANCE TO ASiM El 155: SPECIFIED OVERALL MINIMUM VALUE OF FLATNESS Ft-25 WITH LOCAL MINIMUM Ps.•17, AM) MINIMUM VALUE OF I I - LEVELNESS FL-20 WITH LOCAL MINIMUM FL-15. MEASURE FL AND Fs WITHIN 72 HOURS OF SLAB CONSTRUCTION. I I48'DEEP x 1R CONCRETE AUGER ALL L EXPOSED EXTERNAL CORNERS OF CONCRETE TO BE TOOLED EDGE. UNLESS TYP. OTHERWISE NOTED. L J _ AME TimmU 17.CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. 18.CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR 09)) DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF AL ELECTRICAL OPENINGS AM) EQUIPMENT PADS WITH THE ELECTRICAL OPENINGS AND EQUINMENT DETAIL AND SHOP DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AU. OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES. CONSULTING INC. 227c4P SCALE:NOT TO SCALE CONCRETE AND REINFORCING NOTES 3 - _ 1l� _ I rtr SCALE:NOT TO SCALE _.... Project Info: LED LIONT EQUAL TO SPALDING LED LIGHT EQUAL TO SPALDING •» y •GALVANIZED PIPE POR . = MI SARF2 LED FLOOD WI ARPOLE MOUNT /ARF2 LED FLOOD WI ARM/POLE VILLA RIDGE 200A METERIENCl08URE PER _ AS REOD OPTION(MOUNTED TO H-FRAME MOUNT OPTION(MOUNTED TO _ LEG) H-FRAME LEG) 10955 UTILITY COMPANY REQUIREMENTS (PTLC)POWER TRANSFER TIGARD,ICiAD,ORR 97223 O0AVE INTEGRATED LOAD CENTER ��lfi� GRADE CT , ..__...._._...-_ � sr• • I :Orf•-.V.1-4•-,f•-f•-f 1 1 W/CAP /\ Drawing : macro BACK r �M I \/ °• I °• \\/\\/ UNISTRUT W/CAPS L ' I�I , SAFETY IBX UNI-STPIPE RAP USEDON CONSTRUCTION ALL UNI-STRAP TO PIPE MOUNTINGS • ■ (INTERSECT 39'x20•Id01 Itir...._13* ° , IN - - DETAILS a UNISTAUi W/CAPS Prolset Number Deer 1 FINISHEOG• •: _T� •_ ,I I_ 1023/15 1 • Droller: Designer: l FINER ENCLOSURE ..:1.1,,. 48'DEPTH x ter DIA - >o r • RM KM (SIZE AND TYPE PER CONC AUGERS • AM CS Manager: CPTw olbn.I of Record: r FIBER PROVIDERS RECOMMENDATIONS) '�' �. 18• I. {I AAA Revision No: Sheet No: 0 A-4 22-s34*SCALE:NOT TO SCALE H-FRAME DETAIL I 2 ar.ISCALE:. NOT NoT o SCALE . ICE BRIDGE DETAIL I 1 - InOr SCALE:NOT TO SCALE L DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL • MANUFACTURER:RAYCAP MANUFACTURER:ERICSSON DIMENSIONS AM)ADVISE CONSULTANTS OF ANY ERRORS OR 7-'i' MODEL:RCMDC-3315-PF-48 1,-i _ yyy MODEL:RRUS 12 DSD S NO VARIATIONS MODIFICATIONS TO WORK WRITTEN HEIGHT:1'-r• 1 HEIGHT:1'F VALSHOWN�ALL�pine ree�UES OF THIS DWITHOUT RAWING AIS WIDTH:14• / 1�" / I WIDTH:1'-7' SUPERSEDED BY THE LATEST REUNION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM DEPTH:IP DEPTH:6' ODfFORATION. r• • WEIGHT:28.9 LBS(WITH MOUNT) \ WEIGHT:58 LBS COLOR:DARK GRAY IIIINIIIWI. I 1 I I enZ �IgIUII III�INHIIII m caoR:OFF-WHITE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIUIIII - 'P. j�T. j • VEY .11611.‘221 1 , 8" / 1'-3" 3" ' / I /—. I1 -•- /. D.ORE•• • \ -mak 9 5282 4 c. OF O ON 49 IT No. Dine Revision 1 iTi . .* 61 E. * A ollm/15 BrIE SKETCH =, \ \ v r \ B 09/11/15 90%CO REVIEW SET 0 10113/15 100%FINAL CD SET 1f95• 1 - I FRONT VIEW EMMY FRONT VIEW ZILE= . 2 - - - Client: 1 22'1N4"SCALE:NOT TO SCALE RAYCAP SPLITTER DETAIL (OVP) 5 11�"'%14T SCALE:NOT ERICSSON RRUS12A2 DETAIL 4 1„ SCALE:NOT TUBCAIE ERICSSON RRUS 12 DETAIL 3 11%17-SCALE:NOT TO SCALE MANUFACTURER:ANDREWS • • — MODEL:RBA72 MANUFACTURER:CHARLES o Ifo O 0 0 0 oo HEIGHT:T-0' 2'-5" H PM6992zAF erI)wireless WIDTH:2F DEPTH:2.11• HEIGHT:r•S WEIGHT:1550 LBS(FULLY LOADED) WIDTH:2'F • • COLOR:OFF-WHITE DEPTH:2'4" • • i»� . COLOR:OFF-IGHT:500 WHITE N 4smsnl•tion Team: • • N 'VERIFY PROPER VOLTAGE �:.� • PRIOR TO ORDERING • • LIXCOM ._ 2'-8" NEB 214=211. A8E Teem: 1 PLAN VIEW MAW= 00) 2'-8• / 33" ! CONSULTING INC. 1,*„. . _ _ 2.-8" 2.-13' I , POR • tA . VILLA RIDGE (` J :: • . I 10955TIGARD,BW OR 95TH97-123 AVE j -_ I 1 �—; D ssS1g Te.: • • • O • E I b Op • m •� �. EQUIPMENT 11 E. ;; DETAILS ©• • O Project Number: Dins: i 10/23/15 © •• � . ( Drafter: Designer: RM KM • . • • • 11111. Project : Professional of Record:AM CS I \ I' : I Revisor No: Sheet No: FRONT VIEW SIDE VIEW 0 A-5 27 134'SCALE:NOT TO SCALE 22A34'SCALE:NOT TO SCALE 11%1r SCALE:NOT TO SCALE BATTERY/POWER CABINET DETAIL 1 2 11%1T8CALE.NOT TD9CALE RF ENCLOSURE DETAIL I 1 L_- - I DO NOT SCALE DRAWNDS.CONTRACTOR IESTVERIFY ALL IM • DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARNTIONS OR MOCIIRCATENS TO WORK PR/OR E SHOWN SHALL SE SPUE NTER WITHOUT PRDR WIRIER PER PLANS APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE /— / "3314'CHAMFER EDGE-TIP SUPERSEDED EN THE LATEST RREVISION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACM CO PORATION. REINFORCEDSTUB UP 12'ABOVE SLAB CONTRACTOR TO GRADE AND CONCRETE MIN)CUUBBINATE IN FOR GENERATOR BLEND INTO EXISTING SITE L . FIELD SLAB ONLY) GRADE f f t f , If 'f r� } 1 , f ' k f f if f ` . , ' f yf f `f f li - /\%\\ \// //\/%\�i%\\\\/\//\\\//\�/ / //\�\�\\/\\\//\�\\�\\// // ///\\\///\/\/\�\/\\/\\/\\\ \\ /• '� lCCf�� T. VEY /f1, D•ORE•• MIN 1'OF 457 WASHED STONE 5282 • VAPOR BARRIER UNDER SLAB. BED 0 PERIMETER ON LANDSCAPE �? 6 MIL POLYVINYL WEED BARRIER SOF OR CONDUIT SWEEP (FOR GENERATOR ONLY) • PREPARE SUBGRADE BY REMOVING T-9" EXISTNOTOP SOIL AND COMPACTING I / / EXISTING ORADETO 95%RELATIVE No. Dee* Revision 1.-10" / DENSITY USING S COMPACTED MA FILL MATERIAL REOIAL AS RE09 A 0627/15 SITE SKETCH M B 09/11/15 90%CD REVIEW SET 71%34'SCALE:NOT TO SCALE 11%17'SCALE:NOT TO SCALE 4 TYPICAL CONCRETE PAD SECTION I 9 ,10/23/15i5 103%FINAL CD SET .-.1.7----'-'''.. .. _ EMBED 3'w/HILTI HY200• - - - 4`E M 2 i .f COORDINATE W/CABINET • MANUFACTURER(TMP) : 1 NOTE 2 14'THK CONC.SLAB W/2 LAYERS OF 05 VERIFY LOCATION OF GENERATOR No el POWER STUB•UPS WITH MAMIFACTUREA i•1 / EA WAY(f5.3000 PSI @ 26 DAYS) OALV.BO%FRAME PRIOR TO CONCRETE POUR.REFER Y� a ' : PART OF CABINET TO DETAIL 7 THIS SHEET FOR STUB-UP 4'-0' �2 (TVP) INFORMATION ___ __ / �_.._ • + 4I Sr wireless 3" 3" • 9 _ - 10'THK CONC SLAB •\—.-"i �k-_ s_—.` !4 I_ 4 ' • "1° I NEW TA"%22'-0' WINI5@1T OC@MID a / SPAN -_ - I i � I 1'CHAMFER EDGE :R �CONCRETE SAB § 1 _, 1.... . . ;‘, _ . . . _Ai. . ..: a rr--- Z� ` ' •.. . . . .. I' ,. - -, BASE FRAME N 4 _ • o T I4 T' OUTLINE OF GE --_---___._-. 4� 4 - ♦ 4 4 a o _ fV _ EMBED 3'W/HILTI HY200- 1 '4 ` f R 0 MIN(4)LOCATIONS. j ` ' e4 4 CONSULTING INC. j 9COORDINATE W/ . I ��- GENERATOR 4 MANUFACTURER _ _ I - �f RoNct Info: 3"MIN TMP. POR cl cm 10" PLAN VIEW Al - VILLA RIDGE / 7-9" / 10955 SW 65TH AVE ' TIGARD,OR 97229 .. A . O •-- HILTY HV-200.MIN(4)PER CABINET • I Drawing TIDEI I 14"TIM CONC.SLAB W/2 LAYERS \ LL--- F 11 OF OS(TOP 6 BOTTOM)@12"OC - FOUNDATION • EA WAY ED - F GALV.BOX FRAME .. DETAILS PART OF CABINET V •"GENERATOR - Projeat Number: DOD: 4 10/23/15 . 111111111111111 / 3 2" # / Drafter: Designer.31/-A 3-1/2" RM KM Project Marrow PrcMeNald or Record: AM CS SECTION VIEW Revision No: Sheet No: 0 A-6 22%34-SCALE:NOT TO SCALE CABINET ATTACHMENT DETAIL 3 E NOT TOO SCALE GENERATOR PAD DETAIL 2 „ r�IOTTo CONCRETE EQUIP. PAD DETAIL 1 -' 11'%1T SCALE:NOT TO SCALE I 0O 110T SCALE DRAWIIOS.CONTRACTOR IMST VERIFY ALL ._ISIS........ _ _. ISIS....__._ISIS...._.._. ISIS ISIS...... ISIS. ISIS ISIS. ._. ,ISIS...... _ 0 MRM ONS AND ADVISE CONSULTANTS OF ANY EMCEE OR MANUFACTURER'S SPEC'S: OMISSIONS NOVARIATIONS on"DDIFICAT TO WORK SHOWN SHALL BE IMPLEMENTED WRNOUT PRIOR WRITTEN MANUFACTURER MTU FUEL TANK NOTES: PREVIOUSAPPROVAL ALL ISSUES DR�ST5585A AAND SPECIFICATIONS FERMI THE PROPERTY OF ACOA DIMENSIONS 92"x 38"x 102'(LxWxH) CORPORATION POWER STANDBY Kw(Hz):30 (60) VERIZON WIRELESS FUEL TANKS WITH SECONDARY CONTAINMENT - FUEL DIESEL(210 GAL TANK) 1 I • 0 0 MTU FUEL TANKS ARE REGISTERED WITH U.L.TO MEET OR EXCEED U.L.142 RATING I I \ TOTAL WEIGHT 3350 LBS FUEL TANK BASE CONSTRUCTION: • IIIIIIIIIIIIIIRII ''2' � NOISE DATA 64 dB @ 23 FT. •• BE CONSTRUCTED IN ACCORDANCE WITH U.L.STANDARD 142 ¢�+D Ak, • 1111111111111111111 / •• BE CONSTRUCTED IN ACCORDANCE WITH NFPA 30,NFPA 37 AND NFPA 110 s�� 111111111111111111' ° i�j •• INCLUDE REINFORCED STEEL BOX CHANNEL FOR GENERATOR SUPPORT,WITH Ati"j .A • ' 111111111111111111 i NOTES: LOAD RATING OF 5000 LBS PER MOUNTING HOLE LOCATION-FULL HEIGHT , 'T. • . VEY IIIIIIIillll 111111' QC- GUSSETS SHALL BE PROVIDED AT GENERATOR MOUNTING HOLES. y % 111111111111 111111 • 2,:/,',4 .4 1. REFERENCE MANUFACTURER BASE DRAWING:VZW HSD SSS •• BE SHIPPED WITH CERTIFICATE STRUCTURAL/MECHANICAL INTERGRETY, I 111111111111111111 210GAL,30KW(DRAWING is XZG3000100058) CERTIFYING THAT IT HAS MET STANDARDS THROUGH RIGOROUS TESTING AND • , • IN111111II1111111' / ,,,- 2. WEIGHT INCLUDES THE GENERATOR SET(WET),ENCLOSURE, HAS DEMONSTARTED SPECIFIC CAPABLITIES CRE. IIIIIIIIIIII 111111' -r,:0- SILENCER AND TANK(NO FUEL) } 1 1111111111111111111 ., 5262 111111111111 Mill /1 3. VERIZON WIRELESS SHALL UTILIZE ALL INTERNATIONAL FIRE Q «LBBB SUB BASE TANK TESTING: 7'OF Ci' 111111111111 111111 , �/; CODE(IFC)FUEL CONTAINMENT MEASURES SUCH AS ENGINE 111111111111111111 y� /// FLUID CONTAINMENT,ALARMS ON ALL GENERATOR LIQUIDS PRIMARY TANK AND SECONDARY CONTAINMENT BASIN SECTIONS SHALL BE 11 1 11 1 1 ` AND DOUBLE WALL FUEL TANKS. PRESSURIZED AT 5 PSI AND LEAK-CHECKED TO ENSURE INTEGRITY OF SUB BASE - - �• I _ 4. GENERATOR MUST BE SCHEDULED TO COMPLETE WELDED SEAMS PER UL 142 STANDARDS V �` MAINTENANCE OPERATION DURING DAYTIME HOURS 5. SOUND LEVEL 84dB @ 23FT FUEL CONTAINMENT BASIN(WHEN READ) ( 8. GEN-SET IS OFF-SET 1-7/8'TO LEFT SIDE OF BASE No. Data Revwon /ENCLOSURE SUB BASE TANK SHALL INCLUDE A WELDED STEEL CONTAINMENT BASE,SIZED AT A A 06/27/15 SITE SKETCH 7. ENCLOSURE&EXHAUST SYSTEMS ARE NOT SHOWN IN TOP MINMIMUM OF 125%OF THE TANK CAPACITY TO REVENT ESCAPE OF FUEL INTO THE TOP VIEW VIEW ENVIRONMENT IN THE EVENT OF A TANK RUPTURE i S 09/11/15 90%CD REVIEW SET LEAK DETECTION SYSTEM: , 0 1023/15 100%FINAL CD SET �. ' - - � A FUEL CONTAINMENT BASIN LEAK DETECTOR IS SUPPLIED AND WIRED FOR ALARM 1 •� CONDITION VISABLE FROM GENERATOR CONTROL PANEL.A REMOTE ALARM IS ALSO• 2 - - /DOVER =/FIRES L \ PROVIDED FOR REMOTE MONITORING ., I O.VTONDER O OWA COOLANT ► SUB BASE TANK VENTING. 1 NORMAL AND EMERGENCY VENTING:NORMAL AND EMERGENCY VENTING SHALL BE !1 '0.-py�AcIE ()A EE �©SYSTE'A LEAKS I SIZED PER UL 142 SPECIFICATION FOR WETTED SURFACE AREA OF TANK .\ CO Pat-ANT OLow FUEL / AIR OUT DIESEL STORAGE NOTES: e1" wireless n t t 1E) '--...._..—••--. +� ri (210 GALLON UL 142 LISTED DOUBLE WALL SECONDARY CONTAINMENT TANK) f } L • bs ,ns luual Team: I DIESEL FUEL IS A CLASS II COMBUSTIBLE HAZARD • • ° • VISIBLE HAZARD IDENTIFICATION SIGNS SHALL BE PLACED ON STATIONARY ISIS '-�-. - -: :s' �; ° •A I ISIS ISIS I ABOVE GROUND TANKS AND AT ENTRANCES TO THE LOCATIONS WHERE r.-=-=-=-=-":"-=-=-..7.-.7---.7.-. , ti'.;'f-r r.'.; HAZARDOUS MATERIALS ARE STORED,DISPENSED,USED OR HANDLED. LC)(( ()F' /1 ____1"--7—"=—=—=-17—=.—=—:: • s�.jr�;- '' AIR SIGNS SHALL BE PROVIDED AT SPECIFIC ENTRANCES AND LOCATIONS AS • �— I .,' ':`'.'r, .•: ' • •A ISIS • •I DESIGNATED BY THE FIRE MARSHALL IN ADDITION TO THE HAZARD IDENTIFICATION SIGNS REQUIRED BY LOCAL I'I* 'I AND STATE CODES,ADDONAL HAZARD IDENTIFICATION AND WARNING•• MI P• " i III/#jal ty, SIGNS SHALL BE PROVIDED AS FOLLOWS: AMETuso:-0' STATIONARY CONTAINERS AND TANKS SHALL BE PLACARDED WITH ` �� HAZARDOUS IDENTIFICATION SIGNS FOR THE SPECIFIC MATERIAL77i"�11` � 1\ I CONTAINED SIGNS PROHIBITING SMOKING SHALL BE PROVIDED IN THE (�1�1� ' e ati FOLLOWING SITUATIONS:IN ROOMS OR AREAS WHERE HAZARDOUS I • - i 1 N O•® 1 -�/ • ° MATERIALS ARE STORED,DISPENSED OR USED IN OPEN SYSTEMS _ _ WITHIN 25FT OF OUTDOOR STORAGE,DISPENSING OR OPEN USE 11�III i r, , M1 •� �_•� AREAS,SIGNS SHALL NOT BE OBSCURED OR REMOVED.SIGNS SHALL CONSULTING INC. o . \�",!r '`Ilrlh i111�if k o BE IN ENGLISH AS THE PRIMARY LANGUAGE OR IN SYMBOLS •��/ �I I�I I� �,Ill o ' • - • • ALLOWED BY LOCAL AND STATE CODES.SIGNS SHALL BE ALUMINUM 1 • ' �•,•'•L`I I /'I� :: �' • ° © RETCOGNIZED STANDAR SH 1/2'STROKE IN ACCORDANCE WITH 1 it :R:—.:ISIS is ��.y'" ,� ._ _ �_ Info: MON �•1\ POR SPECIAL FIRE EXTINGUISHERS SHALL BE PROVIDED AS DETERMINED BY THE FIRE MARSHALL VILLA RIDGE 0 0 4.: , 10955 BW 66TH AVE v SPILL CONTROL AND SECONDARY CONTAINMENT SHALL BE PROVIDED IN TKIARD.OR 97723 .i! • ACCORDANCE TO LOCAL AND STATE FIRE CODES Droving TOG: STYLE:WARNING SIGNS SHALL BE ALUMINUM WITH RED LETTERING ON A , WHITE BACKGROUND AND SHALL READ,'DANGER-FLAMMABLE LIQUIDS". GENERATOR • \ / LETTERS SHALL NOT BE LESS THAN 3"IN HEIGHT AND 1/20 IN STROKE. SPECIFICATIONS - O • •_ NORMAL AND EMERGENCY VENTING FOR UNPROTECTED ABOVE GROUND (REFERENCE ONLY) TTT TANKS SHALL BE PROVIDED IN ACCORDANCE TO LORAL AND STATE FIRE CODES FLAME ARRESTORS:APPROVED FLAME ARRESTORS OR PRESSURE VACUUM PfOI'p NOrrter. Dear --•--- -i BREATHER VALVES SHALL BE INSTALLED IN NORMAL VENTS 10/23/15 • w - SECONDARY CONTAINMENT:PROTECTED ABOVE GROUND TANKS SHALL BE Orator: PROVIDED WITH SECONDARY CONTAINMENT,DRAINAGE CONTROL OR RM KMProfessional78.0" DIKING IN ACCORDANCE WITH LOCAL AND STATE FIRE CODES PToProNetMrrq.` Professional of Rovd. s / AM CS Revision No: Sheet No: SIDE VIEW END VIEW 1 0 A-7 GENERATOR SPECIFICATIONS (MTU - VZW HSD SSS) 1 - DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK MOWN SHALL BE MPLEMENTED WITHOUT PRIOR MARTEN APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE FUEL TANK/VENT NOTES: SUPERSEDED REMAHE IN LATEST REVISIOT ALL DRAWINGS AFC CORPORATION DED S REMAN TME PROPERTY OF ACOM CORPORATION. •• INSTALL Y 8 3'O.D.SCH 40 BLACK IRON PIPES FROM FUEL VENT PORTS ( TO TOP OF GENERATOR ENCLOSURE.CUT HOLE IN TOP OF GENERATOR AND INSTALL WP FLANGE ASSEMBLY.TOP OF BLACK IRON PIPES(VENT INSTALL MUSHROOM CAPS(TYP) PIPES)TO BEAD416JACENT MIN.OF 12'-0'ABOVE GRADE-INSTALL Tl MUSHROOM CAP AT TOP OF PIPES -,ik:E ^� •• 3'O. .SCH 40 BLACK IRON PIPE(INTERSTITIAL VENT)TO BE ROUTED AT (• D • f� R •• TANKSHALLBE DOUBLE WALLED AND OCONTRACTORIOR OF TANK/ENCLOSURE&TO BE A MIN.OF iSHALL PROVIDE GRADE2,0'ABOVE rN�' rA 11 STRAP VENTS TOGETHER ' PERMANENT NAME PLATE INDICATING THE UL 142 LISTING [raj - -j�T. j • VEY tfl ABOVE GENERATOR .. iW7 / AS REQUIRED FOR STABILITY 11 • M/. D.RE•• • ,, CUT HOLE IN COVER — 3 • 5282 INSTALL WP FLANGE — I CUT FLANGIN COVER,E ASSEMBLNSTALL 'rQ� •�-� ASSEMBLY •� C -_ i VAPOR PROTECTION NOTES: OF 0 ___ GENERATOR -----. r1 mn Run UI r II I rr / uuunrn - , , i I rnrunn it ', unl i,un n I I I // i I u:uu •• CONTRACTOR SHALL PROVIDE/INSTALL A DRY LOCK/CAM BREAK AT TIME i!'I'0 11°' OF GENERATOR INSTALLATION PER OFC 30M2.7.5.7&NFPA#37 2010.8.82 ii I INSTALLS'O.D.(FUEL -r G U I,rznu VENT),Y O.D. VENT)& ( . . . . -I��' �' CLOSED PIPE SYSTEM(TANK MOUNTED) �• caro Mi uunm ® ® 3'O.D.(INTERSTITIAL VENT) ® 'I ua I w �� SCH 40 BLACK IRON PIPES o II. ui.iiou A 0827/15 SITE SKETCH 11 TO TANK VENT PORTS.ROUTE .. .n. .. � ��I, iiiiiiir T rt12'-0"ABOVE ADJACENT GRADE T .. .. .iininnwm B OD/11/15 807f,CD REVIEW SET I ITIE PIPE TO GENERATOR W/ i - ( - CUPS ,I I0 1023/15 100%FINAL CD SET- (I.. ^ \ \ GENERATOR ICI Cal i \ \ 1 - GENERATR FUEL TANK \ \ EXPANSION ANCHORS \ N _ 2 CONCRETE PAD Ipp ' INSTALL 3"O.D.(INTERSTITIAL VENT) Client' 1 BCH 40 BLACK IRON PIPES TO TANK VENT PORTS.ROUTE 12'-0"ABOVE ADJACENT GRADE TIE PIPE TO GENERATOR W/CUPS erwireless _ FRONT VIEW SIDE VIEW Implementation 1 LIIXCOM ... AME Team: L CONSULTING INC. Project Info: 1 POR VILLA RIDGE 10855 SW 85TH AVE TIGARD,OR 87223 Drawing The: GENERATOR • SPECIFICATIONS (REFERENCE ONLY) Project Number Dem: ( 10/23/15 Dreher: Designer: RM KM Project Manager: Professional DI Record: AM CS Revision No: Sheet No: 0 A-7.1 GENERATOR SPECIFICATIONS (MTU - VZW HSD SSS) 1 - I DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OA OMISSIONS.NO VARIATIONS OR YOONICATIONS TO WOR( 'WNW army IM.wam.Per.,. SHOWN SHALL BE•APLEMENTED WITHOUT PRIOR WRITTEN Arrewl A b nom.ar.y.w.mrm APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE Me✓••0..0•01.•au.r or Ty,mm1 I.••.y r rr.lar SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND PROJECT BATTERY SYSTEM DATA BATTERY REQUIREMENTS M.Nmrerr.-rr "`-"""'M""""" TTI REMAIN THE PROPERTY OF ACOM e••r.r I W. ON • 111..••••••P-w a r WM ON W alb Wers w rrW.waft SATTERYTYPE VALVE REGULATED LEAD ACV(MA) NOW-F SLANT BATTERIES RECOMMIT BATTERIES • TAe. I. r..nw 1 N X OF MTIBQI M EaLR• nooses WAD R.00OM MMOAD OLIN MIBI ATM INTIM.ON • i wO m ire ly A Wow MOen WW.WO•.NR.ew e010 WM ADO MT1ND7 Myr SAMNA LDAP ALIO IYI.A! •LA•• •M71MM. MIMES ��D � BATTERY er ma W m IN.warm•M.r •••••••Mm... MMUFACTUIBI CSD TSpEJ01A0d,E/C. reel.Ir T MODEL rumen Tti1S•HOF MINTY OAPS WA WA YRSMUM WA ■.r woo*h.mAr w r r Imre Mr.r I N. aft r.r.W r OSENSIOM 9TA1•Wa,4J0•N./IC DP COMMA PER YAMFACTiMBl,71l MMNDUIIESPROgR•TATLAS lR8J38A • mar ryer rnrmr4b•1w•.rMeM••••••••••Wrw COYMMTION FUME ARMSTOIWMRCM. • beer••••••••N bee.••or or se. r� k#:"14 I mow 13t0LM PBI MTIBlY • RUNAWAYTl WA I WA I ro o I WA • bibo mai•■w WNL'-n`P..r.•ei1•.-r.`r T. • VEY • mar Y. r Aw...e e1e•IN.r r..Arwr Marr CCMBIIE:MV95.A•MOUE IWLBRM A RMLRTOFTIE LOW II BIS ORAVIIY 1�e►4.►Wao" / NO OF CELLS PEN UNIT SPECIFIC GRAVITY LEAD WGT POW EL ELECTROLYTE WOMB PURE SULFURIC ACD ELECYROLr1EVOUAE ELECTROLYTE VOLUME DEION HOWEVERADOMON11LDC POWER PUNT TEMPERATURE COAFBMATIONIMY r r•wr•..r w Meer 0.0.1111101110.WM..rerWow.A.Mwry ' / OM) FERMI.MS) WBMTT Olt) PEN CBL REAL) TOTAL(GAL) E HEMMED NYJURISDICTION.THE ML RUNAWAY PROCEDURE ACTION NONAGE MIL M-W wwr•1We r NW.owes or OR rr.r r OR IN WPM ill eis ree CONTROLS _ E POSTED FOR EASY ACCESS N ALL SWAMP/MS. SI Me 0111"1.01M v•row • 1. IOft w•mw www�•+nW.r ,V(�'�, D,ORE riOco. 900 150 40 1.11OA i4 MIL OONIRO. I WA I WA I M/AM I WA f' a 5262 BATTERVRItACNl9RNOTE COMM*IPlLCONTI.OL IIOTIEOIIM®rySCPpITMTYPEOP MTTBN. 'q�� WHN IEMAIL, COMET MH MOMERAL HOWEVER. MIDIIOMMI COUNTY FOR OF Og MW MEMO CONTMM OMO1ETMN SO GALLONS OF ACCLMAATNE BECTROLYIEVOURE.ALL BATTERY BER CASE CABINETS MALL E MAPPED MMA=MUDDIER AMOCO TRAY MIR M/TMLEDATTHE BOTTOM OFT,ENCLOSURE TO METTLE JU IMICIIOIAL CODE EaRMENTS PROJECT BATTERY SYSTEM DATA 'I°I�,TN MLT;N PLUMS d1; ,ASIAILIwA THERMAL RUNAWAY PROCEDURE 7 - PURPOSE MALL E EMPLOYED AM MAORI AT TLE MEMOS SASE CR PLSIBEIR OF No. Dab Revision BICIOSU EASPERtE TIMIZATION DEVICE 181NIIFACRMBIBECOISCMTIOtt WEENY TWO VALVE RL'AIRAI®LEADACD MA) Y•RAATIDN WA I WA l N..a`'�...,• I WA IN CASE OF A Dene/i5 SITE SKETCH NO.CIF BATMEN • COM ENT&COMM101NVMISATION MALL E PROMO)ATAMier NOT LESS THAN MTTBIY MORMON BATTERYCOIiNIY 1 CL MIC FOOT PER IMAM PER MUM M FOOT(IFTEU 1O B 09111/15 90%CD REVIEW SET IMMUFACTURERD MODEL IMMIX NIB ITSPf rAM I WA I WA I Na„ I WA COMIENTM CODE SPECIFIEDMTTBTY ROOM SAFETY MENACE,WARMS MAMMAL EMERGENCY 0 10123/15 100%FINAL CD SET DSB•IOM ELOW.14!•Ha4,OP 1111011,40E 44 dAMOTM)ANDTMIWLMINAWAY PROCIDUIE MGIAOEMWLALL E CLEARLY POSTED MALL BATTERY AMA 1 wBMIT ,sJIMO PER RATION MemINOTIONI WA I WA I 00.• I WA CALL N.O.C.C. 2 TBO NO OF CELLS PER UNIT SECFIO GRAVITY LEADWGT PBI CBL ELECTROLYTE WEMff PURE SULFURIC ACD ELECTROLYTERE EtTCT110LYTEVOUJIE CENTER!IMMO STORM ENCLOSURE GAMETEMDA1w110RIl0E ME MOONEDam MO WOONT IND PEN CALM(GEL)EM TOTAL RAL) TOMEM Ill•C CCOE IMMIO SEAM FORCES RIR SITE M1ECFIC SNTAUAT101! u 22l OA 2041 11, .DIM I WA I WA .4% I wA 1-800-264-6620 Dom. M OD BATTERY RB'IACBSSITNOTE COME/ITN NM OUT000RAPPUCATION SELF MOUNTIE'S/RM CSMEL TYPE IR RIMED,SELFOONTAMED ENCLOSURE OMNI NM EMAROMIENTM CONTROLS NOR CODEICE, ME TO 2012 NIBWMTDIML ME CODE FOR•TATIOMRY STORAGE INTIM SYBIB . NOTE: Ireiess INSTALL PER MANUFACTURER SPECIFICATIONS,FCC AND VERIZON WIRELESS GUIDELINES _ 1 Implementation Tan: BATTERY INFORMATION 6 N.O.C.C. SIGNAGE 5 _ iL 1 E. xc 0 m STAINLESS STEEL IS HEX STAINLESS STEEL SS HEX HEAD DRILLER(TYP OF 4) HEAD DRILLER(TVP OF 4) • ME Teerft: 4 4 -46 0.), 1 . . STAINLESS STEEL 48 HEX .°11r HEAD DRILLER(TYP OF 4) REQUIRED RED N O BACKGROUND DANCER CONSULTING INC. S EKING . Flammable REQUIRED YELLOW (DANGER]Liq ids BACKGROUNDPOR D 0 0 0 CORROSIVE UQUiDS VILLA RIDGE - .. "� 10955 SW OAVE 4 I WEAR PROTECTIVE I" TIGARD,OR R 07229 • EQUIPMENT , " Drawing T14.: 3•HIGH BLACK LETTERING ,I ! F AWITH WITH A BLACK • , " BATTERY a i,1 iYA & SIGNAGE WHITE ALUMINUM SKIN WHITE ALUMINUM SIGN REQUIRED BLUE .• _ •, PER JURISDICTIONAL Si PER JURISDICTIONAL& BACKGROUND P P INFORMATION NFORMATLGN VERIZON WIRELESS VERIZON WIRELESS REQUIREMENTS REQUIREMENTS . NOTE: - INSTALL PER MANUFACTURER 3•HIGH BLACK LETTERING SPECIFICATIONS,FCC AND Protect Nwiibv' Dm: 4 WITH At MIN.STROKE VERIZON WIRELESS GUIDELINES 10/23/15 Drafter: Designer: NOTE: RM KM INSTALL PER JURISDICTIONAL, B FCC AND VERIZON WIRELESS BACKGROOUND� Palm Momper Professional of Record: GUIDELINES AM CS Revision No: Sheet No: 0 A-8 NO SMOKING WARNING SIGNAGE 4 FLAMABLE LIQUIDS SIGNAGE 3 NFPA 704 PLACARD 2 CORROSIVE LIQUIDS SIGNAGE 1 - NOTES: DIM 2,r KDIM 2,, DIM 3 , • 1 NSTALLANTENNASPER QTY DIM 1 DIM 2 DIM 3 PROPOSED ANTENNA AND COAX SCHEDULEDONOT SCALE DRAWINGS.c«n1uCT«+wST`�ERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR MANUFACTURER SPECIFICATIONS SECTOR ALPHA NUMBER OF ELEC MECH NUMBER OF FEEDER -FEEDER ADDITIONAL OM ONO VARIATIONS Mo IflCAT �N 2. CONTRACTOR TO TORQUE ALL \ \ \ SECTOR ALPHA AZIMUTH TIP HEIGHT ANTENNAS VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH EQUIPMENT SHOWN APPROVAL ALBE L PREVIOUS ISSUES OF TMs DRAWING ARE MOUNTING HARDWARE PER SBNHH-106.5C 4 98.1" 11.9" �.1• 7EVAWS •••••• �'•0" I COMMSCOPE 9BI1111.1085C SUPERSEDED eY THE LATEST REVISION ALL DRAWINGS ANO MANUFACTURER SPEFICATIONS SPECIFICATIONS REMAIN THE PROPERTY OF ACOM • 70DPPCS •••••• 89'3" 1 COMMSCOPE SBNIFFI D85C ._.».. ._.... OORPORATION HYBRID FIBER 80' RRU AWS-3 •••'•• 89,0- 1 COMMSCOPE SBN#+1D85C FUTURE •••••• RE-O" 1 COMMSCOPE SBI*FI.IOB5C • NUMBER OF EIEC MECH NUMBER OF FEEDER -FEEDER ADDITIONAL SECTOR BETA SECTOR BETA AZIMUTH TIP HEIGHT ANrENNA3 VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH EQUIPMENT �?7 SBNHH-1H4 98.1" 11.9• 7.1" 700/AW9 •••••••• 88-0- • B'-0• - , COMMSCOPE SBNiF1•,D85C �Q,Tjl) l�j�� • • 700/PCS •••••••• BB'-0" , COMMSCOPE SBNFMi-,°BSC •_•»» •_•••• 1_ t, • ��» HYBRID FIBER BO' RRU NNAs AW33 •••••••• 69H:I 1 O(MMSCOPE 9BNi+1DB5C r` / � FUTURE •••»••• 89'-0' 1 COMMSCOPE 9BN#+1DBSC •••• •••• V T. VEY� NUMBER OF EIEC MECH NUMBER OF FEEDER FEEDER ADDITIONAL r / • ,� SECTOR GAMMA AZIMUTH TIP HEIGHT AI,1� VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH EQUIPMENT ' SECTOR GAMMA 7MAWs 1 COMMSCOPE 9BN+FiD85C -v="/. D,ORE.• SBNHH-10850 4 98.1" 11.9" 7.1" 700/PCS •••••••• 89'•O' 1 COMMOCOPE 3BNAi•1D85C ._.».. ._.... ,V(��j, 'RS" \ [B1 i\ AWS-3 •••..... 89'-0" 1 8BN1•F'DB5C HYBRID FIBER 80' RRU YEA 5282 FUTURE •••••'•• 89'3" 1 COMAISCOPE SBN,-1085C 4'OF O# FRONT BACK SIDE DIM 2 co •TOTAL OF(4)HYBRID CABLES TO BE PROVIDED LJ No. Date Revision 4 TOP A 08/27115 SITE SKETCH B 09/11/15 90%CO REVIEW SET 224x34'SCALE:NOT TO SCALE PROPOSED ANTENNA DIMENSIONS 5 0 10/23/15 100%FINAL CD SET 11"x17"SCALE:NOT TO SCALE 1 2 - - • • PIPE x 98" _.._ _... SCHEDULE 40 PIPE x 9C Client: l MECHANICAL DOWN TILT KIT PROPOSED VERIZON WIRELESS BY ANTENNA MANUFACTURER RRU/RRUA2 UNIT MOUNTED TO MECHANICAL DOWN.1�^BY ANTENNA TILT KR ANTENNA PIPE(TYP OF 12-4 PER II MANUFACTURER PROPOSED VERIZON WIRELESS SECTOR) III ANTENNA PLATFORM MOUNT 't ;,1" - PROPOSED VERIZON WIRELESS erwireiess // `\\ PANEL ANTENNA(TYP OF 12.4 ��/%� �\\\\`\ :E,,, ..1.:...N.Rk SECTOR) BYANTENNA ANTENNA MOUNT BRACKETSAANTENNA MOUNT BRACKETS / j„ „�\\\��\\ ^ 1 loos BY ANTENNA MANUFACTURER \O O 11 111 PANEL ANTENNA ill q i, �; , / \\ \\\ I PANEL ANTENNA 4j. /i a,..,, // (.Ill\\\\.°,I`..�•R P • ii PSE x 98" .4 /U \\\\\\\`''... FV ANTENNA MOUNT BRACKETS TOP VIEW '' ' ':P*--0*•'ss LExcom .. / •��%%��//j`� �' \\p\\\\p0\\\\r♦,� BY ANTENNA MANUFACTURER / ,,T ///U/ 4/ \\\\\\\\\\\\\\\ AR ME Teem: 1 / \\\ \\\\•• • PROPOSED VERIZON WIRELESS �'�•'<% // 41,444,*,;,...;:::,,,z,,::.,A,PANEL ANTENNA PANEL ANTENNA(fYP OF 12-4 /j/ /p....op!'" ��', all � A. ,•'`Y\\PER SECTOR) 0/ // ' G \\\ \� PROPOSED VERIZON WIRELESS / / 0.°•1;1.0' ‘1../ ~ �// \\\\\\\\\\\\\\�\\ EXISTING 95%0'CROWN 00�) 27x34-SCALE:NOT TO SCALE 4 RRU/RRUA2 UNIT MOUNTED TO „ /�,.,. ` /1I \\�\\\ \\\\\\ MONOPOLE 11"x1T SCALE:NOT TO SCALE PROPOSED ANTENNA DIMENSIONS ANTENNA PIPE(TYP OF I2-4 PER /,,, /„ _ I I SECTOR) ,,,//,/G -===—_c= =:ccc `\\ • 2/iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiik ', CONSULTING INC. ---- - ali�m�I._ 1 _ —rets—=I __1 •r' P O*,Info: 1 11 1 POR PROPOSED VERIZON WIRELESS S VILLA RIDGE RAYCAP SPL ITTER/SURGE g^ 10955 SW 85TH AVE SUPPRESSOR MOUNTED TO 8" PROPOSED VERIZON WIRELESS TIGARD,OR 97223 PROPOSED ANTENNA PLATFORM RRU/RRUA2 UNIT MOUNTED TO • (TYP OF 4) ANTENNA PIPE(TNT OF 12.4 PER SECTOR) l _ co PROPOSED VERIZON WIRELESS Of I Title: OSE°V PANEL ANTENNA(TVP OF 12-4 PER SECTOR) ANTENNA CONFIGURATION 111 Project Number: Del.: 1 10/23/15 Grafter: Delo: x RM KM Project Manager: Professions of Record: /1 AM CS Revision No: Sheet No: 0 RF-1 22"z34-SCALE:NOT TO SCALE NOT USED 2 SCALE 1/q=I r I 7 PROPOSED ANTENNA CONFIGURATION 1 , 11•lt1T SCALE:NOT TO SCALE DO NOT SCALE DRAWNO.9.CONTRACTOR MUST VERIFY ALL GENERAL ELECTRICAL NOTES LEGEND DYENBONSNO VAND ADVISE OONNRATANTe OF ANYETORRORS OR O MMONS. ARUTKNS OMOOIFlCATgNS WORN SHOWN SHALL BE YPIEIFM®vTMOUT PR/OR WWTIEN APPROVAL AU.PREVIOUS ISSUES OF TMS DRAWING ARE SYMBOL DESCRIPTION SUPERSEDED BY THE LATEST REVISION.All.DRAWINGS AND SPECIFICATIONS AMAIN TIE PROPERTY OF ACM 1.GENERAL 4.RACEWAYS AND BOXES _^_ CIRCUIT BREAKER CORPORATION 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER Q' NON-FUSIBLE DISCONNECT SWITCH ^ WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK 1. ALL CONDUIT SHALL BE UL LABELED. CP FUSIBLE DISCONNECT SWITCH 1 • SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS 2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. NO SURFACE MOUNTED PANEL BOARD SHOWN AND SYSTEMS OF OTHER TRADES. 2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK 3. SHEET METAL BOXES SHALL CONFORM TO NEMA OS1;CAST-METAL BOXES SHALL CONFORM TO ® TRANSFORMER o3/'D �C NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE. TO BE PERFORMED UNDER THIS CONTRACT. ;!; KILOWATT HOUR METER r� " 3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND DENOTES CABLE OR CONDUIT COMMENCING CONSTRUCTION.ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES. TURNING UP IN PLAN VIEW y T. . VEY 5.GROUNDING D DENOTES CABLE OR CONDUIT �I / 4. OBTAIN ALL PERMITS,PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. TURNING DOWN IN PLAN VIEW 1. ALL LIGHTNING PROTECTION AND SAFTEY GROUNDING OF THE ELECTRICAL EQUIPMENT • ,y/ • 5. PROVIDE ALL LABOR,MATERIAL,EQUIPMENT,INSURANCE,AND SERVICES TO COMPLETE THIS PROJECT IN D.ORE,ii,c,. ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION SHALL N CARRIED OUT IN ACCORDANCE WITH THE CURRENT NEPA STANDARDS AND a JUNCTION BOX VERIZON WIRELESS STANDARDS OF THE OWNER. O PULL BOX TO NEC/TELCO STANDARDS '1 6. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE,COUNTY AND LOCAL CODES AND O.S.H.A. 2. GROUND LUGS ARE SPECIFIED UNDER SECTION 3"CONDUCTORS AND CONNECTORS". _, _ OVERHEAD UTILITIES SOF ORS 3. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI-OXIDANT AGENT, --er--�- UNDERGROUND TELCO 7. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT SUCH AS NO-OX,NOALOX,PENETROX OR KOPRSHIELD. - MAY APPLY TO THIS SITE.ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED. --.-- .- UNDERGROUND POWER 4. GROUND ALL EXPOSED METALLIC OBJECTS ON EQUIPMENT ROOM EXTERIOR. / No Date Rs.is cp Z 8. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS ^- DENOTES REFERENCE NOTE WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL • EXOTHERMIC WELD CONNECTION A 0827/15 SITE SKETCH SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. 5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. ■ MECHANICAL CONNECTION(eg LUG,C-TAP) 8 00111/15 90%CO REVIEW SET 9. DURING PROGRESS OF THE WORK,MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL 6. DO NOT INSTALL GROUND RING OUTSIDE OF LEASE AREA. 4-• GROUND ROD 0 1023/15 100%FINAL CD SET SYSTEMS,LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT,CONDUIT AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION,TRANSFER ALL RECORD DATA TO BLACK LINE PRINTS OF THE ORIGINAL 7. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, R4-O GROUND ROD WITH INSPECTION SLEEVES 1 - DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT. REPAINT TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. TT GROUND BAR 2 - - $( PIN AND SLEEVE RECEPTACLE ^ 10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR AFTER THE DATE OF JOB ACCEPTANCE 8. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE 12 AWG ___ rent: 1 BY OWNER.ANY WORK,MATERIAL,OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE SOLID BARE TINNED COPPER UNLESS NOTED OTHERWISE.MAKE ALL GROUND CONNECTIONS AS - GROUND CONDUCTOR CORRECTED AT ONCE UPON WRITTEN NOTIFICATION,AT THE EXPENSE OF THE CONTRACTOR. SHORT AND DIRECT AS POSSIBLE.AVOID SHARP BENDS.THE RADIUS OF ANY BEND SHALL NOT BE O MOTOZ W/HORSEPOWER RATING • SHALL BEROUTED DOWNWARD TOWARD THE BURIED GROUND RING. ' 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER COMPANY.ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. m 9. BOND ALL EXTERIOR CONDUITS,PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A PENN-UNION GT enzaDwireless SERIES CLAMP,BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BU SERIES CLAMP ONLY,NO 12. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH LOCAL TELEPHONE COMPANY. SUBSTITUTES ACCEPTED. APPLY FOR TELEPHONE SERVICE IMMEDIATELY UPON AWARD OF CONTRACT. 10. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. 2.BASIC MATERIALS AND METHODS lernersetlon 1 11. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED.ALL EXOTHERMIC 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION WELDS TO EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE,EXCEPT FOR THE GROUND RODS ABBREVIATIONS AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. WHICH ARE TEE EXOTHERMIC WELDS.REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING.USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL#15-501. AFG ABOVE FINISHED GRADE 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW.MATERIALS AND EQUIPMENT SHALL BE THE STANDARD AIC AMPERE INTERRUPTING CAPACITY LIXCOM PRODUCTS OF MANUFACTURER'S CURRENT DESIGN.ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE .. MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE 12. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE BURIED GROUND RING IS BFG BELOW FINISHED GRADE APPROVAL OF THE CONSULTANT AND THE OWNER. INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED C CONDUIT WITH SOIL. 3. ARRANGE CONDUIT,WIRING,EQUIPMENT,AND OTHER WORK GENERALLY AS SHOWN,PROVIDING PROPER CRGB CELL REFERENCE GROUND BAR 13. FOR METAL FENCE POST GROUNDING,USE A HEAVY DUTY TYPE GROUNDING CLAMP OR CLEARANCES AND ACCESS.CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACHCU COPPER µ8 Team: l LOCATION WITHOUT SUBSTANTIAL ALTERATION.WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD EXOTHERMIC WELD CONNECTION TO POST.GROUND ALL FENCE POSTS WITHIN 6'OF EQUIPMENT. CMI COMPLETE WITH CONDITIONS OR OTHER CAUSES,PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. D.T.T. DRY TYPE TRANSFORMER 14. WHERE MECHANICAL CONNECTORS(TWO-HOLE OR CLAMP)ARE USED,APPLY A LIBERAL , 4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS,BENDS,FITTINGS AND EC EMPTY CONDUIT 00#0 ACCESSORIES ARE NOT NECESSARILY SHOWN.PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS NO-0X,NOALOX,PENETROX OR KOPRSHIELD ON ALL CONNECTORS. G GROUND TO THE CONDITIONS. GE GROUNDING ELECTRODE 5. MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC. GEC GROUNDING ELECTRODE CONDUCTOR CONSULTING INC. 6. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE BUILDING WHERE B.OVERCURRENT&SHORT CIRCUIT/GND FAULT PROTECTION(IF APPLICABLE) GRC GALVANIZED RIGID CONDUIT _ PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO 1. HITS MAWUALSRAJ•LSFFASWIT,CH BUILDING/SHELTER. ^....» .....•...••• •••...... ..•..••»..» »».».. ..».»»....»...»^.»...» .... .... TO MONITOR&ASSURE A BALANCED LOAD AT THE PRIMARY SUPPLY.RECORDS SHALL BE PROVIDED NEC NATIONAL ELECTRICAL CODE Prolect MTID' 7. SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO EXTERIOR OF BUILDING. TO THE SITE/FACILITY OWNER.CONTRACTOR SHALL CONSULT MANUFACTURER'S PLANS,SHOP 0/H OVERHEAD POR DRAWINGS AND SPECS FOR INDOOR/OUTDOOR EQUIPMENT LOCATION&INSTALLATION.ELECTRIC VILLA RIDGE SERVICE SHALL BE IN COMPLIANCE WITH ALL RULES&REGULATIONS OF THE UTILITY CO.ELECT. RNC RIGID NON-METALLIC CONDUIT(SCHEDULE 80 PVC) 10955 SW 65TH AVE CONTRACTOR SHALL PROVIDE EQUIPMENT WITH HIGHER SHORT-CIRCUIT FAULT CURRENT RATINGS SD SERVICE DISCONNECT SWITCH TIOARD,OR 97223 3.CONDUCTORS AND CONNECTORS (kA.I.C.)AS REQUIRED TO MATCH&EXCEED UTILITY CO.AVAILABLE SYMMETRICAL&ASYMMETRICAL FAULT CURRENT LEVELS.FUSES IN SERVICE SWITCHES SHALL BE CLASS"RK1',CURRENT LIMITING SE SERVICE ENTRANCE • 1. UNLESS NOTED OTHERWISE,ALL CONDUCTORS SHALL BE COPPER,MINIMUM SIZE#12 AWG,WITH TYPE,200 kA.I.C.,NON-TIME DELAY,DISCONNECT SWITCHES TO HAVE REJECTION CLIPS,UNLESS SN SOLID NEUTRAL1 THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS-LINKED POLYETHYLENE INSULATION INDICATED OTHERWISE.ELECTRICAL EQUIPMENTS&PROTECTIONS SHALL BE STANDARD kAIC Drewrnp »'- -•-••••-•-••••-•-•..- RATED'HIGHER"THAR INCOMING Et]UIPI4IENTAND/O t awn"CO'RAIC'RATE AND"CONSIt EKING TGB TELCO GROUND BAR GENERAL SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. ELECTRIC MOTORS FAULT CONTRIBUTION.CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL TEGB TOWER EXIT GROUND BAR 2. ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION EXCEPT THIS MANDATORY REQUIREMENT IS MET.IF NEW LOAD IS ADDED CONTRACTOR SHALL VERIFY& TR TRANSFORMER ELECTRICAL WHERE NOTED. CONFIRM BEFORE CONSTRUCTION THAT TOTAL UTILITYSERVICE LOAD SHALL KEEP EQUAL TO(125% TVss TRANSIENT VOLTAGE SURGE SUPPRESSOR NOTES MAX.DEMAND+NEW LOAD)<80%SERVICE ENTRANCE CONDUCTORS/MAIN OVER CURRENT 3. FOR COPPER CONDUCTORS#6 AWG AND SMALLER USE 3M SCOTCH-LOK OR T&B STA-KON COMPRESSION TYPE PROTECTION CAPACITY,WHICHEVER RATING IS LOWER.LIGHTING SHALL MEET NEC,IESNA AND/OR TYP TYPICAL _ CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS.FOR COPPER CONDUCTORS LARGER THAN#6 FAA STANDARDS IF APPLICABLE.PHOTOMETRIC LEVELS SHALL COMPLY WITH LOCAL,STATE& WP WEATHERPROOF-NEMA 3R AWG USE SOLDERLESS,IDENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION FEDERAL RULES.ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN ACCESSIBLE AREAS ONLY. Project Number. Der: I C-CLAMP CONNECTORS,UNLESS SPECIFIED OTHERWISE ON DRAWINGS. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELE- U/G UNDERGROUND 10/23/15 PHONE UTILITY COMPANIES. PPC POWER PROTECTION SHELTER Drafter. Designer: . 4. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER,TWO-HOLE,LONG BARREL, RM KM COMPRESSION TYPE. Pro Merger: Professional a Record: 5. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. SPLICES AM CS • ARE NOT ACCEPTABLE.IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE Revision NO: Sheet No: OBTAINED. 0 E-0 • DO NOT opal F DIUWINOS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORN • .1 SHOWN SHALL SE IMPLEMENTED WITHOUT PRIOR WRITTEN / APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWINGS UWING ARE / I SUPERSEDED BY THE LATEST REVISION.Al DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOA • / CORPORATION^CORPORATION. I / 'i / g t / /I [rlo, . .1�T. j • VEY� tr r a PROPOSED VERIZON PROPOSED VZW / I / WIRELESS LEASE AREA s /` � FIBER HH / / D•OREFri,c.c . / � PROPOSED VZW POWER ROUTE: r� g 5282 GC TO TRENCH / EXISTING PGE TRANSFORMER SFORMER TO NEW 1)3"CONDUIT FROM eI g ��Or OgT� I /} k��.. VZW METER(FOLLOW EXISTING UTILITY / — ROUTE) ' g f 14, ' q t / �. t NO. Date Revision ,�,�11 q A 0827/15 SITE SKETCH /} ,''</1. - �—._ / � / I g B oal vls 90%CD REVIEW SET II::` �`y"�' / / c� 0 10/23/15 100%FINAL CO SET I - /jt EXISTING r�>. u �` ` / /-11 al $ 2 4 SHELTER BY OTHERS � � g Mint: 1 A EXISTING / ¢ g \X\ a COMPOUND\ / . / 'c9 �� / w ...---;-, <°. - @/'wireless ,k I € :� i `\ \\ J 'r Implementation Team:/ g ‘, N ... / . / rLIXX1V1 . ,\ \\ {{JJjj �, � / / 1/ V \\ /�1/ EXISTING POWER 0 g AKETeem 1 ,N "N N / /� /ii TRANSFORMER �� • a ii x / i w I nb „b N \ /. `�``` CONSULTING INC. N Project Inb: POR / /1I VILLA RIDGE / 10955 SW 95TH AVE Cj PROPOSED VZW FIBER ROUTE: i EXISTING UTILITY TIGARD,OR 97223 ,� GC TO TRENCH(2)4"CONDUITS W/ I' POWER&TELCO (2)1}'IN EACH WITH MULE TAPE I POLE • Drawing TSN: �+ t FROM NEW NE INSTALLED HH AT PROPOSED H-FRAME TO NEW VZW INSTALLED - PROPOSED VZW �' --..\\,,,,-,• HH AT EXISTIG UTILITY POLE FIBER HH NOTE:REFER TO UTILITY \\ (FOLLOW EXISTING UTILITY ROUTE) r ELECTRICAL COORDINATION REPORT BY C A; CROWN CASTLE DATED 9/04/15 FOR \, SITE PLAN ALL UTILITY REQUIREMENTS AND 'N \ , EASEMENTS t �\ } -- —_ prgsct Number DAN: 10/23/15 A 8 Drafter: D�spnw: \ \, \ I ; N RM KM N N I 1 / ProhDT Momper Professional a Record: •• 1 AM CS Revision No: Sheet No: 1 2r44. 0 E-1 .3 ='� ''''— nPROPOSED ELECTRICAL SITE PLAN 1 klrscA�E:3re+=ro e a v e N. 1 DO NOT SCALES.CONTRACTOR MUST VERIFY ALL ADVISE DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMI991a19.NO VARWTIONS OR MODIFICATION'S TO WORT( SHALL BE r. \ APPROVAL.ALL PREASCIIS ONES OF THIS DRAININGWRITTEN WRHOUT PRIOR � SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS ANO / \ C ECIPI ATON. REMAIN THE PROPERTY OF ICOM x— / / Xt \\ \ A. \ �R `� r,. /1 } \X\X\ �D cr / } \X\ 1-3 X \ [rl :14.[T. j • vEv ilf • k X.......-' \ 5282 / X\x� \ ��'OF Ogg / -1T X-....,....---- A' \X \ / / \X \ 4 -k \ No. Date Revision GENERATOR CONDUIT ROUTING, / (SEE TO ELEC RISER DIAGRAM \X X A 0827/15 SITE SKETCH SHEET E3) / } — -—— S OD/11/15 90%CD REVIEW SET �� -4'CONDUIT W/PULL STRING TO FIBER \X\\ / /',...::,....*••• DEMARC FOR FUTUflE USE ''''.- / 0 1023/75 100A FINAL CD SET / k / / ^ ` 2 / / / STUB UP AND CAP 4'SOH 40 L C / CONDUIT FOR FIBER Cent: / /I /**'',/, 1`` k 1 1 ,. 1 4 _— / / \ / PROVIDE h)4`SON 40 \` / </7 ' CONDUIT W/ STRING ,..64/ / \\� / // - .e / ''��; 98'BELOW GRADE FOR FIBER MI erwireless / • . <. - - '` - 'S ;' Implementation Team: t / - / PANEL•A•MOUNTED ON H-FRAME .� • (SEE ELEC RISER DIAGRAM SHEET E3) / / i LIXCOM �,T • COORDINATE LOCATION OF OF PROVIDE GALV.STEEL MFRAME / CONDUIT STUB-UPS WITH EQUIPMENT WITH CONCRETE BASES.SIZE AS / MANUFACTURER(TVP) Y"'�-,9 .• REQUIRED FOR INTENDED / • - EQUIPMENT } � PROVIDH-FRAME WP GFI BELOW PANE A FOR ME Teem: I / / a _ I' - `GENERAL USE.CONNECT TO 20k � e. 120 CKT IN PANEL'A',12'C,(2)112 / � ,-. ,,.._ ;)'i;• < CU,(1)312 CU ORD 00)) / - } \ CONSULTING INC. / / _ i� / 1 Pro)spt Info: 1 h , POR / / VI1LLA RIDGE I / SW 85TH AVE *0 ft- TIQARD.OR 97223 1 / } D Tide:ELECTRICAL COMPOUND / / X\ PLAN \ X X Prefect Number: Date: Il \X 10/23/15 Drafter: Designer: \ N RM KM \ X Prgea Manager: Professional of Repaid: r AM CS • Revision No: Sheet No: 22'x34'SCALE:918'=1'0• 0 E-2 „x,7 SCALE:3/1W 2 7 PROPOSED ELECTRICAL COMPOUND PLAN 1 - L DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL . NOTES: DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OINSSIPANEL'A•IS INCORPORATED INTO THE INTEGRATED LOAD CENTER SHOWN H L O LEIAE TEOR WTF1DATONsro WORN BUS VA BUS BVS VA SHOWN SHALL BE 9APIEAENTED V/rT/114$PRIOR WRITTEN (ILC) LOAD WIRE MO CORD AMPS AWS CORD OND TARE LOAD APPRRVAL.ALLPREVILAT mum of nee DRAVMtl ARE A I B A B A I B SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND I (")CIRCUITS TO BE EQUIPPED WI'Tli A GENERAL PURPOSE CURRENT /1(..) 910 /6 HVAC 91(«) 3336 SPECIFICATIONS RERAN THE PROPERTY OF*COM TRANSFORMER(CT)WITH(2)/16 AWG LOW VOLTAGE CONDUTORS 14W RECTFER /t0 /to J/4' 30 t �-- 2 60 1• COIPORATgN. FOR FUTURE LOAD ANALYSIS SYSTEM CONNECTION "" ,4W 3 --411- 3736 - • 1400 RECTIFIER/2(44) 910 /10 3/4" 30 5 * - 6 60 1' /10 NE HVAC/2(") 3336 4 1400 7 —IV 8 3336 - 1400 RECTIFIER/3(") /10 /10 3/4" 30 9 ♦—t0 60 - - - FUTURE HVAC 93(••) - ,�(( 1400 11 —�12 _ 11��D �/',l • 1400 RECTFER 94(••) 910 /10 3/4' 30 13 -t—14 60 - - - FUTURE HVAC 94 C••) - `��` l.. • 1400 15 —•-16 - � 1400 • RECTIFIER 95(••) /10 /10 3/4" 30 17 -RP—16 20 1/2" /12 /12 INTERIOR LIGHTS 420 ViiT. . VEY " + 1400 19 ---f 20 20 1/2' /12 912 EXTERIOR UGHT 109 / P-3 1400 RECITER/6(« 4-) 910 /TO 3/4' 30 21 22 20 1/2' /12 912 TOMER LIGHTS 620 1400 23 —IF 24 20 1/2' /12 /12 HEAT DETECTOR ISO / .,ORE•• • VERIZON WIRELESS LOAD SUMMARY - FUTURE RECTIFIER ( AI IER «) - - - 30 25 -26 20 1/2" #12 912 CORD.REEL A RECEPT. 540 5262 .`_ - 27 —f 29 20 1/2" 912 912 GFO RECEPTACLE 180 17) �� DESCRIPTION: KW: _ FUTURE RECTIFIER/6(" —• _ ) - - - 30 29 -30 20 1/2' /12 /12 EXHAUST FAN 160 `" . .. 1, OF' O EQUIPMENT 24.50 KW• - 31 —!32 20 1/2" /12 /12 EXTERIOR GM RECEPTACLE 180 j' RECEPTACLES&MISC 3.84 KW - SPACE - - - - 33 ♦—34 20 1/2' /12 /12 CEN.RN.LIGHTS(OPTION) 140 TOTAL: • - SPACE - - - - 36 —5-36 20 1/2" /12 /12 VESDA XIS.(OPTION) ISO - SPACE - - - - 37 ♦--•-36 20 1/2" /12 /12 CON.BLOCK HIR(OPTION) 1200 •CONNECTED LOAD OF 19.60 KW x125 FOR CONTINUOUS LOADS - SPACE . - - _ - - n --• CHARGE(OPTION)40 20 1/2" /12 /12 CEN.BATT.CHA (OPTION) 600 No. Dee Revision ' - -.SPACE - - - - 41 4—42 20 1/2" /12 /12 GEN.RM.CORD.REEL(OPTION) 360 TOTAL VA ENS A 10262 BUS B 16701 CONNECTED VA: 35023 AIPERESI BUS A 153 BUS 8 139 TOTAL 146 A 08/27/15 SITE SKETCH NOTE: RATED RXTAGE 0 120/206 •12/240 0 277/460 I PHASE,3 SAE I BRANCH P015 012 Ole 020 024 030 036 •42 B 09/11/15 90%CD REVIEW SET COORDINATE WITH POWER COMPANY TO OBTAIN AVAILABLE RATED AWS: 0 100 •200 0 400 I CARNET: ■SURFACE 0 RUSH FAULT CURRENT INFORMATION. T AIC RATINGS ON ALL OVER CURRENT PROTECTION RDEVICESIFY AARE SUFFICIENT I■WRED DOOR fIR1 IEUIRAL BUS ■GROUND PUS I■KURD WOR LATCH IE1IGosUE TTPE New-1 0 10/23/15 100%FINAL CD SET TO WITHSTAND MAXIMUM 6RMKTI DEVICES 0 WSED ■OR U1T CREAM S I •MAN LUGS 01.1 I MAN DORMER 0 FUSED SIITOI I 1 - ALL WEAKENS MIST BE RATED TO NTERI6PT A 91ST OEC1IT MELT OF MUM 10.000 MPS S119ETRCAL 2 - - ACCEPTAHE UM6W/ICR/ERAWOEL 911ERSECT RCM AA300-1-459-2-6N/OBPRAC MOOS;004977 I Client 22%94'SCALE:NOT TO SCALE ELECTRICAL PANEL SCHEDULE 2 11'x17'SCALE:NOT TO SCALE • PANEL"M.COMPLETE W/DUAL MAIN BREAKERS.42 DE WP SERVICE RATED CIO'LOADCENTER,INTEGRAL AUTOMATIC TRANSFER M METER/DISCONNECT SWITCH WITH TIME DELAY TRANSFER AND DUAL ENCLOSURE PER UTILITY INTEGRAL TVSS erI' wire ess COMPANY REQUIREMENTS H BREAKERS •••••NATE WITH POWER 22K AIC RATEDknpl on COMPANY TO SET UP AND - Tswn: ENERGIZE NEW SERVICE. __L_ __ I © N I �� 1 • \ iii � • L I I AUTOMATIC I • • PROVIDE ENGRAVED ! LIXCOM • NAMEPLATE TO READ I I VIDE 200A/2P CIRCUIT TRANSFER SWITCH I 302 I 'VERIZON WIRELESS' I I BREAKER,AIC RATING TO ( •%. MATCH I I I MATCH DEVICES AT SITE I I . \\ __ I I I •�..... I 9��— -. J • _____ QUAL 200A2P 1 0 0 -- I ANE Town: MAIN BREAKERS. -- -' - GROUND PER NEC-------.-Y42K AIC RATED INCOMING POWER 00)) FROM POWER COMPANY NEW FEEDER TO VERIZON GENERATOR AUX.RELAY FOR WIRELESS PANEL/ATS IN 7 CONTROLS FUTURE ALARMS CONDUIT WITH(3)03/0 CU (1)*400GRD CONSULTING INC. •• 1•C 1 C TO NW/FIBERRpt Mb: CABINET (3)/14 CU POR FOR START/STOP. COORDW/GENERATOR OUTPUT BREAKER VILLA RIDGE SUPPLIER 7 C. GENERATOR FURNISHED BY 10955 SW 65TH AVE ^ 'II (3)/3/0 CU --— /VERANDIZON WIRELESS,INSTALLED - TIGARD,OR 97223 1)04 CU GRD r- - -_ CONNECTED COMPLETE BY ELECTRICAL CONTRACTOR Drawing Titkr 1 ELECTRICAL , _--__� RISER •ENERATOR BLOCK HEATER AND DIAGRAM BATTERY CHARGER GENERATOR CONTROLS Praise timber: Dew 1023/15 - STUB CONDUIT UP AT 1•C. Dreher: Designer MW/FIBER CABINET W/NYLON PULL RM KM ENCLOSURE FOR CORD FUTURE ALARMS Project M neow ProMuWnsI of Record: (2)20A.120V PANEL 1•C. AM CS • •A•CIRCUITS (4)012 CU Revision No: Own No: (1)/12 CU GRD 0 E-3 227134•SCALE:NOT TO SCALE 1MITSCALE:NOTTOSCALE ELECTRICAL RISER DIAGRAM 1 -, 1 DO NOT SCALE DRAWNGS.CONTRACTOR MAST VERIFY ALL DIMENSIONS MA ADVISE CONSULTANTS OF ANY ERRORS OS • / / L\\\ 0418810N8.NO VARIATIONSlINV MODIFIG710NS TO WORN �1 SHOWN SNAIL BE RIME ENIED WITHOUT PR/OR WRITTEN APPROVAL ALL PREVIOUS ISSUER OF TMC DRAWING ARE 1. \ SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AM) O PROVIDE(1)12 SBTC EXTERNAL GROUND RING(EON), / } •1\1.\ - BPECORATION S RERAN THE PROPERTY OF ACOP MINIMUM 36'BELOW,OR AS SHOWN,FROM THE PAD •1 \ CORPORATION FOUNDATION AND ALL FOOTINGS,24'MINIMUM RADIUS. \ ----- • • BOND TO GROUND RODS. / /k k x\ \, 1 OEXISTING TOWER GROUND RING(TOR). / ® \,, \ O \ Aii 3 PROVIDE SAS'X 8'-0'LONG COPPER CLAD,STEEL GROUND / \X \ ¢�D C ROD DRIVEN TO 30'BELOW GRADE,MAX SPACING 15'-0'. / \ - T, \ • MIN SPACING 8'-0'.(ALTERNATE FOR ROCK'THOMPSON' \ © \ ,� #223,16'X 18'X 20GA COPPER PLATE,MAX SPACING 10'-0' O.C.)TYPICAL / \\ TYP O .k....,..---.... } •r4 _ 4 PROVIDE SERVICE GROUND PER NEC I •,.\k \ ;1 v T. % • VEY / • l/ • PROVIDE(1)L SBTC GROUND CONNECTION FROM GPS - / r.../ X • D.ORE s vd, TO EXTERNAL GROUND RING. / fit- # tsk- / ` 5262 PROVIDE TN PLATED COPPER EXTERNAL GROUND BAR ,,4J 6 7 O (EGB)ON EQUIPMENT PAD.VERIFY LOCATION WITH // / 'i \ �.�/ OF VERIZON WIRELESS FCM.HARGER ST-GB1-14420-J,OR / / �� \ O\ EQUAL PROVIDE(4)42M GREEN CU..FROM EGB TO EOR. ^ _ S \ PROVIDE SEPARATE 1.1W SCHEDULE 40 PVC CONDUIT (p T / ` -,1,11--,` SLEEVES AS REQUIRED TO ISOLATE AND PROTECT \J I. • / / \ Y,a--/ CONDUCTORS.CONNECT t8 WAVEGUIDE SHEATH / / / (/ ,\� - GROUNDS AS REQUIRED. / I % O /I /7 ., / / e "_ ` No. Date Revision PROVIDE TIN PLATED COPPER EXTERNAL GROUND BAR / (EOM AT•36'ON TOWER.VERIFY LOCATION WITH / / / ®� / \ / -11. ( / / / / _ I /AID A 0627/15 SITE SKETCH VERIZON WIRELESS FC/A.HARGER R-0BI.14420-.1,OR / / • I / \f... EQUAL PROVIDE(2)t4/0 GREEN CU.,FROM EGB TO EOR / j / rN ``-- OR TGR.PROVIDE SEPARATE 1-1H•SCHEDULE 40 PVC / �' / % / / / \� ®�' \\�L- ` ©Typ B 09/11/15 90%CD REVIEW SET CONDUIT SLEEVES AS REQUIRED TO ISOLATE AND / \ / / \ // / / /// . / / / S PROTECT CONDUCTORS.CONNECT M WAVEGUIDE / } \ / \\ / / / / fi\ / / L �\i 0 1023/15 100%FINAL CD SET SHEATH GROUNDS AS REQUIRED \/ % / / / / / / �' 4 \_.� / - 0 - - OPROVIDE(1)t2-BTC FROM EGR OR TOR TO EACH / _�� l ��/ / / �,� .rlA / L I /.. / '-I 1 WAVEGUIDE BRIDGE SUPPORT LEG PER GROUNDING k / / l / ..../. / "W / \, n 2 - - STANDARD3.TYPICAL. / _ —.•.4 / / / / / =A/'/_ - - O PROVIDE GROUND INSPECTION WELL PER GROUNDING / _4i iiN/ / / / `1`ice _ • / 'p `` L� / / / / / I U CRN t 1 - STANDARDS. k 1 O BOND NEW EGR TO EXISTING TOR PER VERIZON / ® ` / -------1,/ // / L'/ / / / / y(// / R WIRELESS GROUNDING STANDARDS.TYPICAL / / �� / // -L_ / / - \ / 11 REFERENCE DETAIL 61E5.0.PROVIDE THREW)d•TIN `� - / . r- ` I" / �i/ / / R PLATED COPPER EXTERNAL GROUND BARS(EGB),ONE S' /\ / PER SECTOR.ON TOWER AT ANTENNA PLATFORM LEVEL. / / .-4..-/ ( / A. / / © - VERIFY LOCATION WITH VERIZON WIRELESS FCA. I. / / s •., • , eriwirel ess i HARGER tT{i88-1426.0,OR EQUAL BOND DIRECTLY TO ` --- TOWER(NO ISOLATION)PER GROUNDING STANDARDS. / O �.� t,1 / �j /� CONNECT m WAVEGUIDE SHEATH GROUNDS AS Z' / �,/�'% /- ' REQUIRED. / 0• a/ %,. O, \ PROVIDE(1)t2 SBTC GROUND LEAD FROM EGR TO } 5 ` ..4i:: /\,!�y __ \\ Mnpki... .,TNT: i 12 H-FRAME PER GROUNDING STANDARDS.BOND BOTH / / ... L. -_`_ q� POSTS. '_ .. I/ . •.� 13 PROVIDE t2-BTC BOND FROM EGR TO FENCE POST / } ,'., ... - . - ` c (CORNER POSTS,GATE POSTS AND PERIMETER POSTS, / +. . MAX.20'-0'0.0.)TYPICAL -- , , LLXCOM h �;, 14 PROVIDE!2 88TC BOND FROM EGR TO GENERATOR 1 • FRAME.TYPICAL 2 / 1 1 rj BATTERY REFERENCE GROUND k O \ N .. / / 16 NOT USED / ME Teem: 1 PROVIDE(1)/2 GREEN CU.GROUND LEAD FROM THE 17 EQUIPMENT GROUND LEAD AND BOND TO THE EQUIPMENT CABINET PER THE GROUNDING STANDARDS. / r�� \� at� TYPICAL ` -/'/ I 01 NEW VERIZON WIRELESS ANTENNAS 19 PROVIDE 42 SBTC BOND FROM ANTENNA GROUND BAR TO ' ` Aeb1117' ANTENNA , ID tD ) PROVIDE t2-BTC BOND FROM ANTENNA GROUND BAR TO - TYP ^ CONSULTING INC. RRU Q PROVIDE t2-STC BOND FROM ANTENNA GROUND BAR TO Pro)eL1 Mb: h cups /tom se kt\ POR r� VILLA RIDGE \ *,. _ 10955 SW 65TH AVE k�k /� '.: TIGARD,OR 97229 ,Y 1 \ �y 1 1 1 \ \x v'�, •,.,. .�r''' ©j - \ \ �� • , , 44. .-: .-,--,:,:-.:*-:::,.. m GROUNDING �r •� 7� r 'S.. PLAN/NOTES k�X t \ \ 1 4`'-oo-'qw Project Number: oats: 4 \ \ A' '�"i ®TYP ,• 10/23/15 Dreher: Designer: \ \ \makRM KM \ \XPrelim ManagerPmleabrW of Record: \ •-.......... AM CS h \ \,r` Revision No: SRAM No: 0 E-4 2 ,4'SCALE:3117=1'-0 _- PROPOSED EQUIPMENT PAD GROUNDING I 1 - 11-x1T SCALE:3/6-=1'-0' r 1' 0' r 41 ( u DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BEEViOUS NSED WITHOUT PRIOR WRITTEN NOTE CONTRACTOR TO USE APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE KOPR-SHIELD,PENETROX TYPE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND 'E'AT THESE CONNECTIONS SPECIFICATIONS REMAIN THE PROPERTY OF ACOM COWORATKW II 1 HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS F� METALLIC BOX,CABINET EW COAXIAL GROUND KITS W/LONG +� Altil^ • HOUSING,ETC TO END OF ICE BRIDGE 82 AWG � "l-.C'. BRASS TWO HOLE MECHANICAL BARREL COMPRESSION LUGS(DOUBLE J• vA CONNECTOR WITH STAINLES i TO BE INSTALLED BY ANTENNA STRANDED JUMPER WI SHORT HARDWARE• CONTRACTOR WITH HEAT SHRINK BARREL COMPRESSION LUGS(T&B #2 AWG BARE TINNED SOLID 'TEE'TYPE EXOTHERMIC WELD TO 9Y R /frT. • VEY COPPER WIRE(UNIT BOND) GROUND BAR 154205 OR 1).TO GROUND BARNEW 4'x 2C x IW thlt COPPER GROUND / - CABLE GROUND BAR 2•W x 1N'D x >8 STRANDED JUMPER BAR.CONSTRUCTION MANAGER TO li LENGTH REQUIRED FOR S OF • 44/ • CABLES USED,SOLID COPPER W/ TO WAVE GUIDE PORT VERIFY EXACT LOCATION ANDD.ORE• PRE-DRILLED 318'HOLES 0 2'OC INSTALLATION IN FIELD Z j TO GROUND KR 5282 LENGTHWISE.COORDINATE HOLE le _- -- TWOSEPARATIONLE USSED OF \ r T,��OF 0 PARALLEL EXOTHERMIC WELD TWO HOLE CONNECTOR USED I" I of i(, TO EXTERIOR GROUND RING I BIMI1 I.I..•I•.1I118 a1 CONNECT ANTENNA CABLE O O O • O o O o 00 o 00. O OaW11 $� .4 •I77 GROUNDING SHEATH a ( 0 y•0 0 0 0 0 0 O O 0 O O O O /r..T.31M <I1CTtCONDUCTORS TO GROUND O •O 0 0 0 0 0 00 0 OOOQ BAR USINGTWO IOTOE BY \ WWo 0 00 0 00 0 000000f.",00 ^ 1 ANTENNA CABLE INSTALLERR 121 TYPE HS CADWEW� Cl No. OW Revision CABLE SUPPORT-TYP ` #4/0 CU �'r A 0827115 SITE SKETCH (] LEAD TO GROUND LOOP 11xtr BCU F:NOT TO SCUF SCALE:NOT TO SCALE CABINET GRD DETAIL 9 #2 AWG SOLID BARE TINNEDI` ;I " B 09/11/15 90%CO REVIEW SET M AWG SOLID BARE TINNED 24' COPPER CONDUCTOR TO a COPPER CONDUCTOR TO VERIFY IN FIELD / 0 1029115 100%ANAL CD SET TRENCH GROUND CABLE.USE GROUND RING IS EACH POST FINISHED GRADE.IF ASPHALT, MECHANICAL SPLIT BOLT TYPE PATCH TO MATCH EXISTING CONNECTION MATERIALS NOTES: 2 - - V 1.ALL HARDWARE 8-88 STAINLESS STEEL INCLUDING BELLVILLES .i". .'tel.^-.^�.A-.'11.,-.�`.�-.hli.^- COAT MATING SURFACES TO WITH L ONLY:INSERT BEFORE AO HATTACHMENTWASHER 2.FOR GROUND AND STEEL, STEEL ONLY:INSERT A TOOTH ' '•�tBSIL i4A1 � IV",� � i•. � `r. .i•v BETWEEN LUGSRED OTEEL,COAT ALL SURFACES WITH KOPR-SHIELD S.ALL HOLES ARE COUNTERSUNK '-_�_ 4.ALL LUGS ARE DOUBLE HOLED 5.HEAT SHRINK ALL OUTSIDE LUG �._ UNDISTURBED SOIL CONNECTIONS 4 , "' er��wireless COMPACTEDBACICF91 22x�SCALE:�TT°SLE ICE BRIDGE GROUNDING DETAIL 8 SCNOTTOSCMAIN GROUND BAR DETAIL 7 11•x14-SCALE:NOT TO SCALE � � , UTILITY WARNING TAPE E1 H InlPlenterlafion Team: i y I m, El: DEI ELECTRICAL SERVICE • T,:4•TELCO SERVICE CONDUIT LIXCOM /FINISHGRADE • NOTE: FOR SERVICE CABLE INSTALLATION.INSTALL TOP OF GRAVEL PULL STRING IN EACH CONDUIT 30'DEEP INSPECTION WELL OR ME T.Mn: /EQUIVALENT RIDNE EXOTHERMIC WELD('IIiERMOWEW OR iv TINNED COPPER ALLOWED (��)) w I I I=I CT R \ � '� "'. _ CONDUCTOR GROUNDING NO SLAG OR DEFOi•AITIES ALLOWED 27x94'SCALE:NOT TO SCALE t0 J I— / t—rill- -I„'It,T'BCALE:NOT TD SCALE SERVICE TRENCH DETAIL 6 gg � — p�p0 Geo �spsi 44 i11-- ' CONSULTING INC. Z cc 1-U” I oopo aao��0o00 0000I I 3H'CRUSHED STONE OR EQUAL FILLFw'bo 'Y/E TEST WELL TO WITHIN 8'OF TOP MINIMUM BENDING OUTSIDE CABINET/SHELTER 10 Dop�oBo ppoo •••-•~••— Pooled POR I_ LO o000 °poo 82 SOLID TINNED COPPER �Dpp \ VILLA RIDGE U.L.APPROVED GROUNDING \ _ JUMPER,#2 SOLID,BARE, \\\— CLAMP,TYP EA CONDUIT EXOTHERMIC WELD ^ 109553W 65TH AVE ' CONNECTION(TYPE GT) TINNED COPPER GROUNDING TIGARD,OR 97223 CONDUCTOR 12 AWG SOLID TINNED BARE 82 AWG BARE TINNED SOLIDCOPPER WIRE EXOTHERMIC E COPPER WIRE(EXTERIOR WELD CONNECTION TO GROUND Drawing TGs: GROUND RING) ROD 5I8'x 8'COPPER CLAD GROUND ROD CADWEWCONNECTION GROUNDING i PARALLEL TYPE EXOTHERMIC WELD TO GROUND RING (TYPE PT) DETAILS EXTERIOR GROUND RING Protect Number: Dow1 10/23/15 Drafter: Designer: RM KM Protect Manager: Professional ol Record: • AM CS Revision No: Shoot No: 0 E-5 2744'ICU F:NOT TO SCALE TYP MULTIPLE CONDUIT GRD DETAIL �] 2rx34'SCALE:NOT TO SCALE GROUND ROD WITH ACCESS 2 ,W,•,'°,44'SCSCAALE NOT TO TYP GRD CONNECTION 1 -' 11•x1TSrU F:NOT TO SCALE 3 11•xi7'SCALE:NOT TO SCALE 1 1. DO NOT SCALE DRAWPGB.CONTRACTOR MUST VERIFY AU. DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR • OMISSIONS.NO VARIATIONS OR MODIFICATONS TO WORK SHOWN SHALL BE I PIF.IIENTED WR/IOUT PRIOR WRITTEN APPROVAL.ALL PREVIOUS ISSUES OF OW DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DMW1NGS AAD SPECIFICATIONS REMAIN HIE PROPERTY OF ACOM CORPORATION. f�= L TYPE TAC�¢�D �C TYPE VN TYPE NC TYPE SS r `� �j - Ai T. . VEY� Fn+7r I • 14/ ze • ii ' ofs+.OR zoE• rilitilri:14110"..z„ TYPE W TYPE VS TYPE VB TYPE PT No. Der Revision I A 0827/15 SITE SKETCH B OW11/15 90%CD REVIEW SET O 10/21/15 100%FINAL CD SET 1�` 2 • CUM: 1 TYPE GT TYPE GY TYPE GR TYPE GL a'j wireless ' SCCAALEE:NNOOTTOS NOT USED 6 1111y TSCN_E:NOTTOSCALE CADWELD GROUND CONNECTION DETAILS 4 ' 1npNmsnttlim Teem: I • LIXCOM • _, ASE Teem: I GRADE-\ 0.2273 DI MAX. N. wiilOy/� vawit 12•TO 24• (((•)) ANTENNA CABLEI IrO TO ANTENNAS ===' W EXOTHERMIC WELD w 4T \ CONSULTING INC. RX2 IIRXI WEATHERPROOFING KR(SEE NOTE 3) Y Y TX WEATHERPROOFING • • KIT(TYP.) See • • CABLE GROUND KIT RING GROUND,J2 AWG BCW L COAX JUMPER 1.1 11 GROUND KR(TYP.) b AWG STRANDED CU WIRE WITH SOON, SOLID,TINNED P 10855 SW 85TH AVE POR (TYPJ ■: .1 MINN INSULATION(GROUNDED TO I I 06A GROUND BAR•SEE NOTE 182) VILLA RIDGE CONNECTOR i i TIGARD,OR 97223 WEATHERPROOFING 911 W1 ISOLATE FROM TOWER HALO W/12 • • KR(TYP.)SEE NOTE 2 TO LOWER TOWER BUS BAR 1 iii Drawing Ties: ANTENNA CABLE .. II COPPER ANTENNA GROUNDBAR, GROUND ROD COPPER CLAD ... TO BTS EQUIPMENT � WITH INSULATORS. NOTES: STEEL ROD WITH MIN 5/8'x V-7 (TYR) I GROUNDING I TO MASTER GROUND BAR 1 DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS NOTES: DIRECT GROUND WIRE DOWN TO GROUND BAR DETAILS DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO 2.GROUNDING KIT TO BE TYPE AND PART NUMBER AS SUPPLIED OR ANTENNA GROUND BAR. RECOMMENDED BY CABLE MANUFACTURER 3.WEATHER PROOFING SHALL BE(TYPE AND PART NUMBER AS - WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT BE USED. SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER NOTES: Project Number. DMr 1.GROUND LINE TO BE A MIN.OF 30'OR BELOW FROST UNE, 10/23/15 WHICHEVER IS DEEPER n PLOW Designer: FROM VERTICAL RM KM Project Merrger: ProNa mel of Record: AM CS • Revision No: Sheer No: 0 E-6 22x91'SCALE:NOT TO SCALE GROUND CABLE CONNECTION] 3 1�1 T SCALE:NOT TO SCALE SCALE:NOT TO SCALE CONN OF GRD KIT TO ANTENNA CABLE 1 2 SC Tom GROUND ROD DETAIL 1 , „NIT SCALE:NOT TO SCALE