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GiEstERAL NOTES PROJECT HOVE A.ECTR Nom, GROUNZO f NOTES
<br /> L ALL CONSTRUCTION AND MATERIALS SHALL CO-FLY U.11-1-1 TIE 'PT'ERNATIQNAL REINFORCED CONCRETE L ALL ELECTRICAL WORK SHALL CON-ORE TO THE RECURS-13M CF L AN ANTIOXIDANT CQ'PC.I•D SHALL BE APPLIED TO ALL
<br /> BUILDING CODE 2003'AND SI/ALL MEET OR EXCEED THE STRICTER OF R-L CONCRETE-ALL CONCRETE SHALL F3E Fc •3,020 PSI AT END CF 28 11E NATIONAL H ECTRCAL CODE(NEC)AS!{ELL AS APPLICABLE EXTERIOR ABOv£GRADE.MECHANIC,GROUND CONECT1C1E5•
<br /> APPLICABLE CaNTY CODES AND REGLTLATIONS,LATEST EDITIONS. DAYS A5 DET FD BY ASTM C34 AND C39 AIND SHALL BF STATE AND LOCAL CODES.
<br /> NORMAL LEIGiNT. 2.CONTR.ACTOR SHALL SUPPLY ALL t a'EdAt.LABOR AND
<br /> Z ALL ELECTRICAL TEMS SHALL BE UL APPROVED OR LITH)AND ECUIPMENT NEDS3SARY FOR A COMPLETE SYSTEM A9 WENDED
<br /> 2.ANTENNAS,CARNETS AND COAXIAL CAIN F SHALL BE PROVIDED BY CLEENTPROCIRED Pg2 S ATO T5. HEIREN UNLESS OTI 8MM NOTED
<br /> CONTRACTOR SHALL COORDINATE 3C1-BELIE CF DELNi ERY TO AVOID DELAYS. R-2.PREPARATION,TESTING AND PLACING CF CONCRETE ATD
<br /> IPFp1CBFWr SHALL BE PER AQ-3113 1? DING CODE
<br /> 3.DAMAGE TO ALL UTILITES,LAND,ORN13II4Y AREAS AND PROPERTY CF OTTERS, QTS FOR STRUCTURAL CONCTRETE.LATEST EP4TFCll 3.THE ELECTRICAL WORK NQl17ES ALL LABOR AND MATERIAL 3.ALL EXTERNAL GROW CA.NDLCTORS SHALL SE'7 NG.BARE. p
<br /> D BY DRATi*Cs9 ATO SPECIFICATION.POLIS)PCs INCIDENTAL SOLID,TNRED COPPER UNLESS 011-ERSISE NOTED.
<br /> DISTURBED DURING CONSTRUCTION 54 -BE RETIRED TO THE ORIGINAL
<br /> CONDITION AT TI$ O
<br /> COMPLETION F WORK R-3.R=IB EA S SHALL HAVE A N'E 411M YELD STRENGTH CF Fy • TO PRdOVDE ELECTRICAL
<br /> E COMPLETE.OPERATNG AND APPROVED
<br /> 60000 P5I1 AND SHALL C.CMPLY LITH ASTM A66. SYSTEM 4.ALL GROAN)CONNECTIONS SHALL ESE MADE NTH E OT11t'R1C
<br /> GELD PROCESS!.ULESS OTER E NOTED OR APPROVED.ALL
<br /> 4.CONTRACTOR LIANIE CL COOLOTION WITH 114EER LOCAL POWER AND TELEPHONE 4-GE3 AL CCNTRAGTOR`.HALL PAY FEES FOR PER''ATS,AND 6 CQ*.ECT1OI 5 SHALL BE MADE AT DESY3IATED LOCATIONS CN
<br /> UTILITIES AND THE C-016TRUCTUON MANAGER TO CONFIRM 1 THE SOURCE CF R-4.PE27VDE MNM7I CONCRETE COVERAGE FOR ANT D2LPK STEEL CF 3'.
<br /> RESPONSIBLE FOR OBTAINING SAID PERMS AND COqRDN4TICN CF THE E41IP134T.
<br /> SERVICE,PRIOR TO NSTAL;ATION CF CONDUITS.
<br /> R-5.IDI STING VEGETATION AND ORGANIC MATERIALS SHALL ISE REMOv£D l'ROIM l -
<br /> 5.EXISTING VEGETATION AND ORGANIC MATERIALS 514ALL BE FREMOvED FROM NTE THE BJJLDN)s FC$WAT10N AREA FLL TO INDICATED ELEVATION LITH 5.EXACT LOCATION CF GRCII.D ROTIE DS AND 0110 CCNECTION
<br /> CONCRETE PAD AREA FILL SITE TO DESIGN ELEVATION ULCLEAN:,SANDY SOIL CLEAN SANDY SOI.CO-PACT TO OBTAN 2500 P51 BEARING CAPACITY. - ELECT -AL APED TELCO ICARPETS SHALL RN N FONTS SHALLTO KEEP TND,ADJBTnOT A
<br /> LOCATIONS SE DETERtIPPED
<br /> COMPACT NRE
<br /> EER CONCTE PAD TO OBTAIN NOT LESS 11142F SSE CONCRETE ECIJ 3NT PAD SHAM BE PLACED OVER INDISTUR3ED OR BIT OR 50- DINE 40 PVI;(AS FP13'ITTTEI)BY CODE).
<br /> AS RECUREDMODFEED PFROCTCR MAXi'L!I DRY DENSITY FOR SOIL N ACCORDANCE WITH IFIL COMPACTED 501POSSIBLEN.BrgD
<br /> E(9'MRADIUS AND90 DEGREE MAX
<br /> AN
<br /> 6,ELECTRICAL D TELCO WIRING CUTSDE A BUILDING AND EXPOSED TO BED ANGLE).ALL BELOW GRACE CROJNN,M SHALL BE
<br /> ASTM D551 DP-SIGN tIEAT14B2 SHALL EE N WATER TIGHT GALVANIZED RIGID STEEL INSPECTED AND APPROVED SY CCNSTRGTION MANAGER PRIOR
<br /> S.REGRADE AAOND PAD AS RECLINED TO ALLOW I1AX11I1 3'OF PAD D-L DESIGN IS N ACCORDANCE SIN TIE INTERNATIONAL SULIDNG CODE CQNDUUTS AND SIERT RECURRED N L1C3E T161IT FLEXIBLE METAL TO BACKFILLING
<br /> 11410:NESS,EXtE]NDiNG ABOVE GRADE. 2003. OR PVC RI-PERE LOCAL CODES AND SITE CQ4NTIONS PE1tTT.
<br /> 6.ALL GROVE CC*•PQ'BITS SHALL BE PETALLED IIT1-IN THE
<br /> 1.ALL WOR(SHALL BE DANE SATISFACTORY N A PROFESSIONAL WORKMANLIKE D-2.ECUTPIENT CABPET LOADPY*PER CLEAN STANDARD C-C1IPYBNT. 1 ELECTRICAiL MORK SHALL ISE CCFPE32 MTH TYPE)G1W THEN CR CQFiZS CF THE FES AREA ANY MET ALL C ITEMS ERTHN 6'
<br /> TAN PBLAVO'L CF TI-E GRO.?D RING SHALL BE BONGED TO THE GROND
<br /> MANNER,SUSJECT TO REFECTION Dl RIE TIE CONSTRUCTION AND FiNAL D-3.D�_S1C�N LOADS U145I- 43TCN STATE RING, M RECURENENT MDT ,C:Al PLANS ARE
<br /> AT TT�VAL BY THE CONSTRUCTION MAN4�R a RN ELECTRICAL.CON'CUT SEMENELECTRICALI713.TTY HAVE GUCE HATCH C01E PLATE.CABLE TRAYS SUPPORTS.
<br /> A 100 MRN ERIE SPEED,3 SECOND GUST,CATEGORY 2.I'1PL'FtT.AN�
<br /> B.ANY SLEBSTfhJTIaB CF MATERIALS,EQUIPMENT OR ALTERATIONS FROM TIE FACTOR 10,E.:PCS.RE CATEGORY G DU3IARCATION PONT AND EX15TIE METER SOQ ET AS LOCATED CN SERVICE PXNE.A DCCT BIIRCHES HVAC IMS.ETC
<br /> FLANS AND/OR SPECFICATION°7 SHALL BE APPROVED BY TIE CQNSTRCTICN B.ALL O ER LOAD' PER ASCE 1-02 THS PRAYING N FVC,PROVIDE RILL LENGTH FILL ROPE TIESE RENIS MIST BE CROW:JED
<br /> COGRDMATED INSTALLATION NRH UTLRY COMPANY.
<br /> MANAGER D-4.PAD CN GRADE DESIGN IS BASED ON M141 NII SOIL BEARNG CAPACITY
<br /> 9 RN TELCO CC)C 1TTS BETWEEN TELEPHONE UTILITY DEMARCATION 1 ALL EXTERIOR DSD GND SU C
<br /> A
<br /> S.COLOR SELECTION SHALL BE COORCF DINATED WITH CQNSTRUCT!CN MANAGER 1200 PIF PONT AND E.'�IW.TELCO CABNET AND C LEARELRRE CABINET AS B'IETASHALL Se PROTECTED D MD EC BY A 3H•PVC
<br /> N:AGATE°ON TIES DRAWING N PVC.PROVIDE RLL LL3NGTH RLL � CONDUIT SLEE112.14TED CtTHI CZIGbTR/P
<br /> 9lPFYJRTS FROM 6'BELOW F-ISIED GRADE TO 6'FROM HANE
<br /> b.GONTRACTCJR SHALL VEf21FY DXIST1NCs CONDITIONS AND DB ETGIQIS AND 5 -ORAL. ROPE N TACO CONDUIT. CCHECTICk
<br /> DISCREPANCIES TO THE ATTENTION CF CONSTRUCTION MANAGERN
<br /> S-S-1.
<br /> DETAIL,FABRICATE.AND ERECT ALL STRUCTURAL STEL.
<br /> TL CONTRACTOR SHALL CONTACT SLE3& ACE UTILITY LOCATOR FOR EXACT LATH ,SPFDFTCATICN FOR DESYsN1 FABRIC ANION AND O.ALL LOCATED OUTSIDE SMALL HAVE NET W 2 BId - a ALL GROUND R.OS SMALL l BE DRIVEN STRAIC�F1T DOAN,
<br /> ERECTION
<br /> LOCATION OF EXISTING IJTU ITES,PRIORI TO !i CF CONSTRUCTION ECTIOI OF STRUCTURE STEP FOR BiJLDINES. PERPENDICULAR TO D GRADE,SUITABLE PROTECTION
<br /> I.COORONATE EXACT TELEFI•IGTE RECURS-EMS AtO`.22NCE SHl4L1 BE PROVDED CN CF RCDS TO PF2EVBNT
<br /> ACTIVITIES.CONTRACTOR SNW�L YEW,'DXiSTtNYa UTILITY LOCATIONS BY TEST Pti, 5-2.ALL STRUCTURAL SIttL WORK 5HALL CO FORM TO THE A15c RGIJT?Y.s ISTFI LOCAL TE EPI E GQ"PANY. APPLY FOR TEL I- NE MUSHROOMING y j) R�NBTALLATYJN(
<br /> AS NECESSARY.EXACT OCTiaCR OF UTILITIES SHOUN ON PLAN ARE SERVICE AS SOON AS POSSIBLE
<br /> APPROXI-ATE I FOR PL.-:.N••➢Ms;. `RES Ca SPEGFlC4T1CMN FOR STRUCTURAL STEL FOR!3tlLDNG-
<br /> ALLOLLARLE STRESS DIESER AND PLASTIC DFSIC1I 5th EDITION. 3 GROWL,CONDUCTORS SHALL NL"T COME N CONTACT SITH THE
<br /> R R 6 THE GENERAL CONTRACTOR'S RESPON SIBLTTY TO APPLY FOR SLAB OR iGESi DaCEPT AS DESIGNATED.
<br /> Q.CONTRACTOR SHALL CELE 3NT THE 'A5 BUILT'LOCATIONS CF ALL BURIED CQ?L9RCLAL Ft7IB2 FYL DIATi3Y UPON TVPCa Afe14RRD CF BD.THE '
<br /> UTILITES,NCLUDRE ROLLER GRa.NDN4,ETC_ 5-3.STRJCTLJRAL PPE COLLI-NS SHALL COrPLY LATH ASTM A53.TYPE E C 2
<br /> 5.GRADE B 36KSL ALL UDE FLANGE SHAPES SHI4LL BE ASTM GENERAL IAL PCAGTOR*REWIRED TO K�ALL Rl EPTS FROM I0.THE UTILITY NE3INRALK JI►D SCR)6 TO WE MADE N THE
<br /> A992.GRADE 50.ALL STRICTuRAL SHAPES I PLATE SIIAL.L GOIPL.Y THE pcUER COMPANY Ami APPLICATION FOR POWER AND TIETE I IT MANNED1 LGRANi SICR l NOT N ATS
<br /> B.CONTRACTOR SHALL SECURE THE NECESSARY FERMIS FOR THOS PROJECT y�1N ASTM A36. THUOROIJCiN DOCIYENTATICN CF ANY D13QJ361CNIS IIIA THE PCNER
<br /> FROM."I.APPLICABLE GOLERN L3NT AGE7NCEF_5.CONTRACTOR SHALL BE C.Ct-PANY THEREAFTER ALSO,TINE G&ERAL CONTRACTOR SHALL
<br /> RESPON.:.IBLE FOR ABIDING BY ALL THE CQDTTIMJS AND R CUIREMB4TS CF RECEN D N O TT16 FR.1I TIE 1` COMPANY AS TO til-E34 THE l ALL ' 'TO SE BONDED TO GROIZ4)PG ;
<br /> THE PERMITS. 5 4,xFl t7LtI ALL MELDING IS TO B DQE BY PRE GiJALF'ED 1EiD6tS SYSTETI SHALL BE STRIPPED OF ALL PAIR AND DIRT.
<br /> HIOLDIND CURRENT C ERTFCATE MOM A r1ELOG4L2ID TESTING ANTiCPATED POWER CXIiECiION E BE COMPLETE ETE F GOYiERCLAL TIONS TO VARIOUS KETALS SHiALL CEA TYPE AS TO
<br /> LABORATORY.ALL WELDS ARE TO BE PER ALES,CODE,LATEST©MICR POSER 1S NOT AVAILABLE BY TIE'POWER C OMETE.DATE AS HOT CAINNSi A G4LvAs/WC OR G ORiRLi61vE REACTION ATEA SHALL 14.TGUIER AND TOUER FAlNDATICNtS ARE SHIOILN FOR it I I15fRAT1VE PLUS ALL 11 SQL BE 3 6'NIN1..1J1 FILLET LEL.DS UGH ELECT CALLED CUT N THE AllCWS.A GENERATOR SHALL BE CAU AD ALV44 CCs BOONG.
<br /> ONLY.
<br /> SL
<br /> SHALL BE ET�iO( PPL-ED AND MANTAPED SY THE C ZAL CONTRACTOR IML
<br /> CQ'L•E%.AL 6 Ct3TAPLEC,ALL COSTS AS8OCLQTED M1 ME
<br /> S.CONTRACTOR SHALL VISIT THE PROJECT SITE TO veil ALL CONDITIONS PRIOR S-5.11-ERE SHALL BE NO FIELD I-E1DNG. GE ER4TCR WILL BE 1'IJTUAL LY ACOS IPCN EETVEEN TIE OWER
<br /> TO 5LBMIMTING BD.ANY CMANGE5 DLN2IC.CONSTRUCTION DUE TO AN Air GBBRAL CONTRACTOR N THE EVENT THE GENERAL CONTRACTOR B
<br /> EXISTNG CONDITION,VISUALLY ASCERTAINABLE PRIOR TO 5LreATING BID, S-6.STRICTURAI.GROUT SHALL BE 51-112PKACs£'RESISTANCE NON-EXPANSIVE. FAILS TO TACE THE NECESSARY YEA`3LFES AS DESCRIBED WREN TO
<br /> CANNOT BE THE BASIS FORA CHANGE ORDER NON'ETALLC GR>✓.11 LININ A 1*t'LAI 28 DAY CO'PRE5S4VE ST 114 SECURE PCILR BY THE PCiiER COMPLETED DATE,TEEM ALL COSTS
<br /> CF 5000 PSI PEEN TESTED N ACCORDANCE IUM-1 ASTM CODE CM ASSOCIATED EY M THE GATOR SHALL BE BORNE SY 11E
<br /> I6.COAT ALL St1TRFACE9 51114 N10 OX lA ERE D155MILAR PETALS CONNTACT. FORMS SHALL BE PLACED AROUD BASE PLATE ANO THE STRUCTURAL- CONTRACTOR
<br /> GROUT SHALL EE POURED.ND DRY-DAMP PAGKN'a
<br /> 11 CONTRACTOR SHALL REMOVE ALL DEBRIS AND EMPTY TY COAX REELS FROM THE 5-1 ANCHOR BOLTS AND ALL-114READ RODS SHALL COMPLY MITA ASTM
<br /> SITE UPON COMPLETION OF THE PROJECT. 436,IJNL,I3 OTHE"3EE NOTED.ALL OTHER BOLTS AND NUTS SHALL
<br /> COMPLY YNTHI TO ASTM A32S.ALL BOLTS SHALL BE HOT-Dr'P D
<br /> GALVANIZED.
<br /> S-&ALL EXPOSED STEEL°''ALL SE HOT-D!F'PED GAL VANYZFD AFTER
<br /> FABRICATION PER AS 53 OR A.C3.
<br /> 5-5 APPY T100 COATS CF TING-R'O4 RUST-(1I FIll Vieb PANT TO ALL
<br /> FIELD DRILLED HOLES RAD C JT3 GRID-GUARD EPDXY 5463 COATING
<br /> SHALL BE AF PLED TO ALL AREAS LA-GALvANWED SURFACES NEED
<br /> 10 BE RECONDiTiONED.ICi1DNG ALL WELD AREAS`
<br /> A
<br /> P7 MINGLE OEMINN GROW.INC.
<br /> 0 1 i I N w NO w o O . I N C.• H SITE RALLE, EVE34ETT BAKERVEVI OPTS 7107 9Oi-LLL. M
<br /> c I e a r Y V re° C 03 N, I I. ISSUED FOR ( * T C:T ON AN I JS ' ,��J-
<br /> 2 w w:P.e s A 4 .2 C 3 $ITE �. WA 208 �i l3 T: • NED F flR QYISiTiiICi1DN Ati R!I c _E w 9e 2 5806 Led(E IMAST,'MJGTON BLVD. A 11 14 I. 15SLED Taft RflIFSI MI I .
<br /> ..:: c e •2 5•7 7e-e•3 2IALTAIR
<br /> Colzmlunication Services,Inc_ SLATE 300 2605 EVc_ TT,lw 5TH
<br /> 98206 0....... E ....„ REVISIONS 8Y�#G" APO) �I •A
<br /> A X; 425-7711-•39? KIRKLAID, LINA 9805-5 SCALE AS SL-i3INN BY: t i MOON 8Y: ANL t 4144 s..• WA-811 10208-e
<br /> 6 5 4 3 2 t1Lv CI
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