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HomeMy WebLinkAboutES2-03 Electrical Site Details 03-06-19CO N C R E T E B A S E S C H E D U L E * * * * * PO L E H T . BA S E SI Z E VE R T . RE I N F . HO R I Z . RE I N F . DE P T H ** * HE I G H T AF G 0' T O 1 4 ' 15 " S Q . ( 4 ) # 6 * # 3 @ 1 0 " O . C . 4 ' - 0 " 0 ' - 6 " 18 " RN D . (6 ) # 5 * * * * # 3 @ 1 0 " O . C . 4 ' - 0 " 0 ' - 6 " 14 ' T O 3 0 ' 20 " S Q . ( 4 ) # 7 * # 3 @ 1 2 " O . C . 7 ' - 0 " 2 ' - 6 " 24 " RN D . (6 ) # 6 * * * * # 3 @ 1 2 " O . C . 7 ' - 0 " 2 ' - 6 " AN C H O R B O L T S FR O M P O L E M A N F . NO T E : · CO N T R A C T O R S H A L L G R I N D E X P O S E D C O N C R E T E S M O O T H . E X P OS E D C O N C R E T E S H A L L H A V E NO S O N O T U B E M A R K I N G S . · CO N T R A C T O R S H A L L P R E P E X P O S E D B A S E F O R E U C L I D V E R T I CO A T . A P P L Y P E R MA N U F A C T U R E R I N S T R U C T I O N S T O P R O V I D E A F I N I S H E D A P P EA R A N C E HO R I Z . R E I N F . SE E S C H E D U L E HA N D H O L E - 4 " X 6 " ( N O M I N A L ) TH W N C O N D U C T O R A S S H O W N O N P L A N S PR O V I D E 1 ' O F C O I L E D S L A C K O N CO N D U C T O R F E E D T H R U PR O J E C T A N C H O R B O L T S 3 " M I N . A B O V E T O P OF B A S E . P R O V I D E D O U B L E N U T S F O R LE V E L I N G U N I T ( O N E A B O V E A N D O N E B E L O W BA S E F L A N G E ) . P R O V I D E N O N - S H R I N K G R O U T IN V O I D B E T W E E N B A S E F L A N G E A N D T O P O F CO N C R E T E , L E A V I N G D R A I N H O L E . H A N D F I N I S H . CO N N E C T G R O U N D T O P O L E BA S E W / B O U N D R Y # G B 4 C PR O V I D E F U S E ( S ) I N C K T . T O BA L L A S T . F U S E ( S ) S H A L L B E BU S S T Y P . B B S . F U S E HO L D E R S S H A L L B E B U S S "T R O N " H E B W A T E R P R O O F . SI Z E O F F U S E S H A L L B E A S RE Q U I R E D B Y L U M I N A I R E MA N U F A C T U R E R . BA S E C O V E R BU S H C O N D U I T S RE I N F O R C E D C O N C . BA S E B Y E L E C T R I C A L CO N T R A C T O R 1" C H A M F E R SE E S I T E P L A N FO R C O N D U I T S I Z E FI N I S H G R A D E . C O M P A C T S O I L I N 6" M A X L I F T S I N E X C A V A T E D AR E A A R O U N D P O L E FO U N D A T I O N * P R O V I D E V E R T I C A L B A R S A T E A C H C O R N E R O F S Q . P I E R . ** P R O V I D E S P A C I N G O F S / 3 A T T O P 1 ' - 0 " O F P I E R . ** * D E P T H B E L O W F I N I S H E D G R A D E . ** * * S P A C E V E R T I C A L B A R S E V E N L Y A R O U N D P E R I M E T E R . ** * * * P R O V I D E R E I N F . C L E A R A N C E P E R A C I 3 1 8 . VE R T . R E I N F . SE E S C H E D U L E BA S E S I Z E SE E S C H E D . 2 ' - 6 " H E I G H T A F G S E E S C H E D . D E P T H * * * - S E E S C H E D . WI D T H 2 " 4 " 2 4 " M I N . NO T E S : 1. WI D T H : M I N I M U M 6 " 2. WH E R E P O S S I B L E P U S H C O N D U I T U N D E R S I D E W A L K S A N D D R IV E S T O A V O I D E X C A V A T I O N . 3. CO N T R A C T O R M A Y U S E B O R I N G M A C H I N E I N L I E U O F T R E N C H IN G W H E R E C O N D I T I O N S PE R M I T . E Q U I P M E N T A N D C O N D U I T S H A L L B E P R E -AP P R O V E D B Y A R C H I T E C T / E N G I N E E R . RE S U R F A C E T O M A T C H E X I S T I N G . PR O V I D E N E W C O N C R E T E , A S P H A L T , SE E D , O R E X I S T I N G S O D A S RE Q U I R E D . S E E S P E C S F O R MA T E R I A L A N D I N S T A L L A T I O N RE Q U I R E M E N T S . SA N D O R C L E A N S O I L CO N D U I T ( S ) A N D W I R E CO M P A C T E D BA C K F I L L T O 9 5 % RE L A T I V E D E N S I T Y WA R N I N G T A P E UN D I S T U R B E D E A R T H DLW 2 3 " 6 " 3" BACKFILL TOP 6" WITH EXCAVATED TOP SOIL MATERIAL AND TAMP SECURE ELECTRICAL BOND, NO.6 AWG COPPER OR EQUAL NO. 30 FELT PAPER SEPARATIO N CONDUIT IN PLACE AS REQUIRED. PROVIDE STUB AND CAP CONDUIT FOR FUTURE LUMINAIRES 1" CLEAN STONE DRAINAGE TIER 22 RATED CONCRETE POLYMER PULL BOX MINIMUM INSIDE DIMENSIONS TYPE I TYPE II W = 12" L = 18" D = 10" W = 12" L = 24" D = 12" 3/8" HOLD DOWN BOLTS FI N I S H E D G R A D E SEE LUMINAIRE SCHEDULE FOR POLE HEIGHT 30" BASE RYAN P. MARONEY No. 60006 PE M O N T A N A L I C E N S E DPR O F E S S I O N A L E N G I N E E R SHEET DATE SHEET TITLE BSD7 Bozeman School District Consultant #: 1216 West Lincoln Street D, Bozeman, MT 59715 404 West Main Street Bozeman, MT 59715 REVIEWED BY: DRAWN BY: DESCRIPTION REV. DATE SITE PLAN REVIEW - PHASE 2 ELECTRICAL SITE DETAILS ES2-03 02/26/19VAN WINKLE STADIUM RENOVATIONS Author Checker BSD7# 17-41-36 225 Franklin Street, Suite 1100 Boston, MA 02110 t 617.478.0300 f 617.478.0321 www.perkinswill.com N. T . S . 1 LI G H T I N G C O N D U I T T R E N C H D E T A I L ( T Y P . ) N. T . S . 2 HA N D H O L E D E T A I L ( T Y P . ) N. T . S . 4 EX T E R I O R P O L E L I G H T D U A L H E A D ( T Y P . ) N. T . S . 3 PO L E B A S E D E T A I L ( T Y P . )