HomeMy WebLinkAboutE501 Details91.5"FLOORTOP VIEW - FRONTFLOOR PLAN - FRONT54"36"42"36"168"31"19.5015.2537"19.5015.2531"36"38.7537"42"38.7531"19.5015.2531"36"38.7549"19.5015.2549"54"38.7536" 42" 36"54"48"3.0"48"NOTES:1. AT POINT OF ENTRNACE TO FACILITY. PROVIDE SOLDER BLOCK IN GROUNDING ELECTRODE CONDUCTOR. SEAL CONDUIT TO CONDUCTOR 100% WATERPROOF.2. GROUNDING ELECTRODE CONDUCTOR SHALL BE: A. MINIMUM SIZE 2/0 COPPER FOR 400A AND UNDER SERVICE B. SIZE 4/0 FOR OVER 400A SERVICE.5'-0"(TYP)10'-0"(TYP)TO SERVICE ENTRANCEEQUIPMENT GROUND BUS600V INSULATED COPPERCONDUCTOR INSTALLEDIN PVC RACEWAY#4/0 BARE COPPER GROUNDINGCONDUCTOR. INSTALL 1'-0" MIN.BELOW FINISHED GRADE (TYP.)3/4" ROUNDx10'-0" COPPERWELDGROUND ROD. DRIVE FULL LENGTHINTO GROUND. TOP OF THE ROD 12"MIN. BELOW FINISHED GRADE (TYP.)NL1L2 L3GROUNDEDCONDUCTORSERVICEENTRANCECONDUCTORSNEUTRAL BUSGROUND BUSSERVICE ENTRANCEDISCONNECTING MEANSPROVIDE ELECTRODE CONDUCTOR. PROVIDE INSULATED COPPERCONDUCTOR PER SPECIFICATIONS. IF NO SIZE SPECIFIED, PROVIDEINSULATED COPPER CONDUCTOR SIZED PER N.E.C. TABLE 250-66.INSTALL IN RIGID, SCHEDULE 40, PVC RACEWAY.METAL UNDERGROUND WATER PIPE IN DIRECT CONTACT WITHEARTH FOR 10 FEET OR MORE. SHALL BE SUPPLEMENTED BYITEMS 3 AND 4.BUILDING STRUCTURAL STEEL.MADE GROUNDING ELECTRODE. REFER TO "MADE GROUNDINGELECTRODE-GROUND GRID" DETAIL AND SPECIFICATIONS.MAIN BONDING CONDUCTOR. PROVIDE INSULATED COPPERCONDUCTOR SIZED PER N.E.C. ARTICLE 250-28.BOND GROUND BUS TO EQUIPMENT ENCLOSURE WITH BARECOPPER BONDING JUMPER SIZED PER N.E.C. ARTICLE 250-102.GROUNDING ELECTRODE SYSTEM:123456165MADE GROUNDING GRIDBUILDING STEELWATER SERVICE POINT OF ENTRANCE324MAIN BONDINGCONDUCTOREQUIPMENT BONDINGJUMPER 30"MINIMUM7 1/2"NOTES:PROVIDE BEADED STRAPS FOR SUPPORT OF CONDUITSON TOP RUNG OF EACH ASSEMBLY.PROVIDE REBAR SUPPORTS AS REQUIRED.PROVIDE CONDUIT SUPPORT REDUCERS AS REQUIREDFOR CONDUIT SIZE.ALL CONDUIT SHOWN SHALL BE SCHEDULE 80 PVC.SIZE AS SPECIFIED.PROVIDE PULL STRINGS IN CONDUITS1.2.3.4.5.FINISH GRADEPAVEMENT AS REQUIRED6" SCREENED TOP SOILFOR GRASS AREAS.6" WIDE, RED METALLIC (DETECTABLE)TAPE WITH WORDING:"CAUTION ELECTRIC LINE BURIED BELOW."BLACKBURN MANUFACTURING OR EQUAL.TAPE SHALL BE LOCATED 12" BELOWFINISHED GRADE.GRASS AREASPAVEMENT AREASBACKFILL WITH NATIVEMATERIAL IN 6" LIFTS.COMPACT AFTER EACHLIFT.BACKFILL WITH #2CRUSHED STONE IN 6"LIFTS. COMPACT AFTEREACH LIFT.3000 PSI CONCRETEAROUND ALLCONDUITSBASE SPACER AS SPECIFIED(TYPICAL)INTERMEDIATE SPACERCARLON CAT. NO.S289NJN(TYPICAL)GRASS AREASPAVEMENT AREASBACKFILL WITH NATIVEMATERIAL IN 6" LIFTS.COMPACT AFTER EACHLIFT.BACKFILL WITH #2CRUSHED STONE IN 6"LIFTS. COMPACT AFTEREACH LIFT.NOTES:PAVING OR TOPSOIL TOMATCH SITE CONDITIONSNO ROCKSOR DEBRISIN BACKFILL 30"MINIMUM3" SAND BEDAROUND CONDUITFINISHED GRADE1. READ THE SPECIFICATION 2610002. REPAIR ALL SETTLEMENT3. MINIMUM TOP SOIL-6".PROVIDE PULLSTRING IN EACHCONDUIT FOR FUTURE USE (TYPICAL)7 1/2"6" WIDE, RED METALLIC PLASTICCOATED DETECTABLE TAPE WITH WORDING"CAUTION BURIED ELECTRIC LINEBELOW." TAPE SHALL BE LOCATED12" BELOW FINISHED GRADE.PVC CONDUIT AS SPECIFIEDNOTES:NO ROCKSOR DEBRISIN BACKFILL 30"MINIMUM1. READ THE SPECIFICATIONS2. REPAIR ALL SETTLEMENT3. MINIMUM TOP SOIL- 6".6" WIDE, YELLOW DETECTABLE PLASTIC TAPE WITH WORDING "CAUTION BURIEDELECTRIC LINE BELOW." TAPE SHALL BE LOCATED 6" BELOW FINISHED GRADE.PAVING OR TOPSOIL TOMATCH SITE CONDITIONSFINISHED GRADEGRASS AREASBACKFILL WITH NATIVEMATERIAL IN 6" LIFTS.COMPACT AFTER EACH LIFT.PAVEMENT AREASBACKFILL WITH #2CRUSHED STONE IN 6"LIFTS. COMPACT AFTER EACH LIFT.PVC CONDUITAS SPECIFIED3" SAND BEDAROUND CONDUITPROVIDE PULLSTRING IN EACHCONDUIT FOR FUTURE USE (TYP)10"TOP VIEWSIDE VIEW4"PAD SHOULD BE A MINIMUM OF 6"LARGER THAN THE EQUIPMENTENCLOSURE ON ALL SIDES.#5@12" MAX.SPACINF ON CENTER EACH WAY, MID DEPTHPROVIDE 3/4", 45 DEGREECHAMFER ON ALL SIDES#5@12" MAX.SPACING ON CENTER EACH WAY, MID DEPTH82"83"12"8"8"25"12"15"NOTES1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO AC1-318.2.CONCRETE TO HAVE MINIMUM STRENGTH OF 5000PSI AFTER 28 DAYS. AIR ENTRAINMENT TO BE 6% +- 1%. ALL EXPOSED EDGES TO HAVE 3/4" CHAMFER.3. REINFORCING TO BE #5 - GRADE 60 BARS AND SHALL CONFORM TO ASTM A-615 OF LATEST DATE. REINFORCING TO BE PLACED A MINIMUM OF 2" CLEAR FROM FACE OF CONCRETE.4.ALL OPENING SHALL HAVE ADDITIONAL REBAR REINFORCEMENT OF 1- #5 EACH CORNER, MID DEPTH.5.LIFTING ANCHORS SHALL BE INSTALLED WITH APPROPRIATE DAYTON LIFTING ANCHORS OR EQUIVALENT12"4'-0" MIN.6"6"6"6"4'-0" MIN.2'-0"2'-0"6"PAVEMENT OR FINISHED GRADESUBGRADE3,000 PSICONCRETE (CLASS A)1/2" EXPANSION JOINTFILLER WITH SEALYELLOW POLYETHELENE COVER6" DIAMETER SCHEDULE 40 GALVANIZEDPIPE FILLED WITH 3,000 PSI CONCRETECONCRETE CAP-ROUND OFF TOP803573SNSEWYORKOFETAT SSOIANLEOFPRLI C E N S E DREENIGN ETRASS N EJ.CIRER EXCELSIOR°°°°°°°°DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design1112HI1112HI619 West State StreetIthaca, New York 14850132 E. Jefferson StreetSyracuse, New York 13202p 607 273 7600 www.holt.com2/10/2021 1:59:03 PME501DETAILS02/05/20212018089RSCayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1SWITCHGEAR ELEVATION2MADE GROUNDING ELECTRODE GROUND GRID3SERVICE ENTRANCE GROUNDING4DUCTBANK DETAIL (9 DUCT)5TYPICAL DIRECT BURIED CONDUIT DETAIL (3 DUCT)6TYPICAL DIRECT BURIED CONDUIT DETAIL7PAD DETAIL8PROTECTIVE BOLLARD DETAILREVISION SCHEDULENAME DATEReceived by DiMarco 2/15/2021