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HomeMy WebLinkAbout44 L2 LIGHTING BY MORRISON MAIERLE_Part2TYPE ITYPE IIMINIMUM INSIDE DIMENSIONSW = 13 INCHESL = 20 INCHESD = 12 INCHESPULL BOX COMPOSITEW =15 INCHESL = 25 INCHESD = 12 INCHES1" CLEAN STONEDRAINAGECOPPER OR EQUALCONCRETE SIDEWALK OR PAVERSCONDUIT IN PLACEAS REQUIRED. ELECTRICAL BOND, NO.6 AWGPROVIDE STUB 4-6" ABOVE BOTTOM OF PULL BOX AND CAP CONDUIT FOR FUTURE LUMINAIRESNOTES:FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT.FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE ANDOUTSIDE PERIMETERS. FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTHREINFORCEMENT.ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENTANSI/SCTE 77 FOR TIER 22 APPLICATIONS. FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED ANDCERTIFIED BY A NATIONALLY RECOGNIZE D THIRD PARTY INDEPENDENT TEST FIRM SUCH AND UL OR ETLVERIFYING THAT THE BOXES AND COVERS MEET ALL TEST PROVISIONS OF THE ANSI/SCTE 77. FURNISH PULLBOXES THAT HAVE MARKINGS SHOWING THE TIER 22 RATING LABELED OR STENCILED ON THE INSIDE ANDOUTSIDE OF THE BOX. FURNISH COVERS THAT MARKING SHOWING THE TIER 22 RATING EMBOSSED IN THE TOPSURFACE OF THE COVER. FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000POUNDS.FURNISH 3/8-7 LAB THREAD HEX HEAD BOLTS TO SECURE THE COVER TO THE PULL BOX.CITY LIGHTINGHOLD DOWN BOLTSVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2020engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\E-LIGHTING SHEETS.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netNELSON MEADOWS2286.008BOZEMANMONTANAELECTRICAL DETAILSL-2ARGARGARG2/19RJH2/191CITY REVIEW5/17/19CPKAMY GALT30605PE02/20192RECORD DRAWINGS07/08/2020CJFANCHOR BOLTSFROM POLE MANF.NOTE:·CONTRACTOR SHALL GRIND EXPOSED CONCRETE SMOOTH. EXPOSED CONCRETE SHALL HAVENO SONOTUBE MARKINGS.·CONTRACTOR SHALL PREP EXPOSED BASE FOR EUCLID VERTICOAT. APPLY PER MANUFACTURERINSTRUCTIONS TO PROVIDE A FINISHED APPEARANCEHORIZ. REINF.SEE SCHEDULEHANDHOLE - 4" X 6" (NOMINAL)THWN CONDUCTOR AS SHOWN ON PLANSPROVIDE 1' OF COILED SLACK ONCONDUCTOR FEED THRUPROJECT ANCHOR BOLTS 3" MIN. ABOVE TOP OFBASE. PROVIDE DOUBLE NUTS FOR LEVELINGUNIT (ONE ABOVE AND ONE BELOW BASEFLANGE). PROVIDE NON-SHRINK GROUT IN VOIDBETWEEN BASE FLANGE AND TOP OFCONCRETE, LEAVING DRAIN HOLE. HAND FINISH.CONNECT GROUND TO POLEBASE W/ BOUNDRY #GB4CPROVIDE FUSE(S) IN CKT. TOBALLAST. FUSE(S) SHALL BEBUSS TYP. BBS. FUSE HOLDERSSHALL BE BUSS "TRON" HEBWATERPROOF. SIZE OF FUSESHALL BE AS REQUIRED BYLUMINAIRE MANUFACTURER.BASE COVERBUSH CONDUITSREINFORCED CONC.BASE BY ELECTRICALCONTRACTOR1" CHAMFERSEE SITE PLANFOR CONDUIT SIZEFINISH GRADE. COMPACT SOIL IN6" MAX LIFTS IN EXCAVATED AREAAROUND POLE FOUNDATION3POLE BASEN.T.S.CONCRETE BASE SCHEDULE *****POLEHT.BASESIZEVERT.REINF.HORIZ.REINF.DEPTH***HEIGHTAFG0' TO 14'15" SQ.(4) #6 *#3@10"O.C.4'-0"0'-0"18" RND.(6) #5 ****#3@10"O.C.4'-0"0'-0"14' TO 30'20" SQ.(4) #7 *#3@12"O.C.7'-0"0'-0"24" RND.(6) #6 ****#3@12" O.C.7'-0"0'-0"35' TO 40'24" RND.(6) #6****#3@12" O.C.8'-6"0'-0"*PROVIDE VERTICAL BARS AT EACH CORNER OF SQ. PIER.**PROVIDE SPACING OF S/3 AT TOP 1'-0" OF PIER.***DEPTH BELOW FINISHED GRADE.****SPACE VERTICAL BARS EVENLY AROUND PERIMETER.*****PROVIDE REINF. CLEARANCE PER ACI 318.VERT. REINF.SEE SCHEDULEBASE SIZESEE SCHED.2'-6" HEIGHT AFG SEE SCHED. DEPTH *** - SEE SCHED.NOTE:CONTRACTOR SHALL COORDINATE AND PROVIDEBOLT COVER FROM THE POLE MANUFACTURER TOENSURE THE CLEANEST LOOK POSSIBLE.5TYPICAL BREAKAWAY BOLT COUPLINGN.T.S.REINFORCEDHAND HOLE & COVERSINGLE MEMBER TYPEMASTARM1TYPICAL HAND HOLEN.T.S.1'-6"3'-0" MIN.30' FOR TYPE E125' FOR TYPE E2MAST ARM6 FTFINISHED GRADESIDEWALKPOWER CONDUITTRENCH SAND6" BELOW & 8" ABOVE CONDUIT.COMPACT TO 95% RELATIVEDENSITY.COMPACT BACKFILL TO 95% OFRELATIVE DENSITY. 95% OFT-99 ACROSS ROAD WAYSEDGE OF TRENCH TO BE 36" MIN.FROM EDGE OF WATER OR SEWERNEW TOPSOIL36"MIN40"MAXEXISTING TOPSOILUNDISTURBED EARTH12"MIN.SHOW SEPARATE 6" WIDE MARKINGTAPE 6"-12" BELOW FINISHED GRADECONTRACTOR SHALL PROVIDE LIKEVEGETATION DISTURBED BY TRENCHOR PATCH AND RE-PAVE AS NEEDEDTO MATCH ADJACENT SURFACE2TYPICAL TRENCH DETAILN.T.S.4EXTERIOR POLE LIGHT - STREET POLEN.T.S.CURBRECORDDRAWINGS07/08/2020AB: 6" ABOVE FG