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EQUIPMENT PAD ON GRADE <br /> 41"=1'-0" <br />TRANSFORMER ANCHORAGE <br /> 5NTS <br />AESTHETIC BOLLARD ON POLE FOOTING <br /> 61"=1'-0" <br />FINISHED GRADE <br />12" <br />12" <br />#7 @ 12" EACH WAY <br />(T&B) <br />#4 @ 2'-0" OC MAX <br />(2 PER SIDE MIN) <br />EQUIPMENT PER <br />MFR <br />2" <br /> <br />M <br />I <br />N <br />, <br /> <br />9 <br />" <br /> <br />M <br />A <br />X <br /> <br />U <br />N <br />O <br />VE <br />R <br />I <br />F <br />Y <br /> <br />W <br />/ <br /> <br />C <br />I <br />V <br />I <br />L <br /> <br />D <br />W <br />G <br />S <br />2" <br />CL <br />R <br />3" MIN <br />6" MAX <br />12" <br />TYP <br />UNO <br />1' <br />- <br />6 <br />" <br />PER CIVIL DWGS <br />6" Ø STL PIPE FILLED <br />W/ CONCRETE PER <br />CIVIL/ELECTRICAL <br />DWGS <br />NOTES: <br />1.BOLLARD IS FOR WARNING PURPOSES ONLY AND NOT <br />DESIGNED TO TAKE ANY IMPACT LOADING. <br />2.BOLLARD DETAIL FOR BOLLARDS AROUND ELECTRICAL <br />EQUIPMENT. <br />1'-6" <br />3' <br />- <br />0 <br />" <br />3" <br />48 <br />" <br /> <br />M <br />A <br />X <br />PAVEMENT <br />(WHERE OCCURS) <br />- <br /> -- <br />- <br /> -- <br />SWITCHGEAR ANCHORAGE <br /> 11/2"=1'-0" <br />SWITCHBOARD ANCHORAGE <br /> 31"=1'-0" <br />UMC ANCHORAGE <br /> 21/2"=1'-0" <br />EDGE DIST <br />PER <br />EQUIPMENT BASE <br />PER MFR <br />3/4"Ø x 3 1/4" EMBED <br />HILTI 'KB-TZ2' EXP <br />ANCH SS (16 TOTAL) <br />A SECTION <br />EQUIPMENT <br />PER MFR <br />EQUIPMENT <br />BASE PER MFRHARDEN WASHER <br />PER MFR <br />CONC PAD PER <br />- <br /> -- <br />4 <br />- <br />3/4"Ø x 3 1/4" EMBED HILTI <br />'KB-TZ2' EXP ANCH SS <br />(4 ANCHORS AT EACH <br />SEGMENT CORNERS) <br />4 <br />- <br />NOTES: <br />1.THE CONTRACTOR SHALL USE NON-DESTRUCTIVE METHODS TO LOCATE REINFORCING <br />LOCATED IN THE PAD PRIOR TO INSTALLING EXPANSION/EPOXY ANCHORS SHOWN. <br />2.THE CONTRACTOR SHALL NOT CUT/DAMAGE ANY REINFORCING DURING THE <br />INSTALLATION OF THE EXPANSION/EPOXY ANCHOR SHOWN. <br />3.THE CONTRACTOR SHALL COORDINATE AND ADJUST PAD REINFORCING PLACEMENT <br />WITH ALL EQUIPMENT LOCATION PRIOR TO PLACING OF CONCRETE. <br />4.THE SOIL SUPPORTING THE EQUIPMENT PAD SHALL MEET THE REQUIREMENTS OUTLINED <br />IN THE GENERAL NOTES. <br />3" <br /> <br />C <br />L <br />R <br />CO <br />V <br />E <br />R <br />3" CLR <br />COVER <br />EDGE DIST <br />4 <br />- <br />PER <br />- <br /> -- <br />- <br /> -- <br />- <br /> -- <br />4 <br />- <br />EQUIPMENT PAD <br />PER <br />5/8"Ø x 9" EMBED HILTI <br />'HAS-V-36' ANCHOR ROD <br />+ HILTI 'HIT-HY-200-1 V3 <br />EPOXY (8 TOTAL) <br />NOTE: <br />VERIFY ALL WEIGHTS,DIMENSIONS AND <br />ANCHOR LOCATIONS PER MANUFACTURER. <br />MAX WEIGHT: <br />22,400# <br />PLAN VIEW <br />ELEVATION <br />NOTE: <br />VERIFY ALL WEIGHTS,DIMENSIONS <br />AND ANCHOR LOCATIONS PER <br />MANUFACTURER. <br />PLAN VIEW <br />ELEVATION <br />NOTE: <br />VERIFY ALL WEIGHTS,DIMENSIONS <br />AND ANCHOR LOCATIONS PER <br />MANUFACTURER. <br />42"36"48"24" <br />MAX WEIGHT: <br />11,100# <br />SECTION 1 SECTION 2 SECTION 3 SECTION 4 <br />10 <br />8 <br />" <br />150" <br />HC <br />G <br /> <br />= <br /> <br />7 <br />2 <br />" <br />48 <br />" <br />94 <br />" <br />ELEVATION <br />MAX WEIGHT <br />11.575# <br />HC <br />G <br /> <br />= <br /> <br />5 <br />7 <br />. <br />3 <br />" <br />EXPANSION ANCHOR <br />PER 3 <br />- <br />EQUIPMENT PAD <br />PER 4 <br />- <br />A <br />EQUIPMENT PAD <br />PER 4 <br />- <br />PLAN VIEW <br />12" <br />TYP <br />12 <br />" <br />TY <br />P <br />EQ EQ <br />EQ <br />EQ <br />90" <br />10 <br />5 <br />" <br />86 <br />" <br />63 <br />" <br />HC <br />G <br /> <br />= <br /> <br />4 <br />2 <br />. <br />2 <br />" <br />102" <br />60 <br />" <br />77 <br />" <br />5" TYP <br />35 <br />" <br />4" <br />37 <br />" <br />102" <br />8" <br />7 1/2" TYP <br />3 15/16" <br />43 15/16" <br />7 5/8" <br />15 1/2" <br />2 <br />3 <br />/ <br />4 <br />" <br /> <br />T <br />Y <br />P <br />EQUIPMENT DETAILS <br />S5.01 <br />448 South Hill Street <br />Suite 1001 <br />Los Angeles, CA 90013 <br />Phone: 310-975-2061 <br />DLX8 <br />515 E Dyer Rd., Santa Ana, CA 92707 <br />Owner <br />Nelco Architecture, Inc. <br />Issue:No:Date: <br />CD 30 2023/11/03 <br />CD 50 2024/05/22 <br />CD 90 2025/04/16 <br />1416 NW 46TH Street <br />Suite 105-138 <br />Seattle, WA 98107 <br />WWW.NELSONWORLDWIDE.COM <br />Phone: (206) 408-8501 <br />18400 Von Karman Ave., Suite 600 <br />Irvine, CA 92612 <br />O: 949.252.1022 <br />F: 949.252.8082 <br />www.kpff.com <br />N <br />I <br />R <br />G <br />T <br />R <br />E <br />TATSS <br />E OFILACFO <br />UC T URA <br />R <br />L <br />R <br />STERED P L <br />OFESSIONA <br />N <br />ER <br />AI <br />E <br />ENGI <br />CHR <br />I <br />STOPHER A NDREW DOM <br />I <br />NAS <br />No. 5913 <br />Exp. 12/31/25 <br />Project Manager: ES Reviewed By: <br />Approved By: <br />Project No: <br />Drawn By: <br />SHEET NUMBER <br />SHEET NAME <br />PROJECT INFO <br />TEAM <br />Project Name: <br />Project Status: <br />NM <br />CDMV <br />2300128.04 <br />DLX8 - EVSG <br />PROGRESS <br />PERMIT SET 2025/04/17 <br />N <br />I <br />R <br />G <br />T <br />RE <br />TATSS <br />E OFILACFO <br />U C TURA <br />R <br />L <br />R <br />STERED P L <br />OF ESSIONA <br />N <br />E <br />R <br />AI <br />E <br />ENGI <br />................ <br />. <br />. <br />. <br />............................... <br />. <br />. <br />. <br />............... <br />No. 5913 <br />Exp. 12/31/25CHR <br />I <br />STOPHER A NDREW <br />DOM <br />I <br />NAS <br />N <br />I <br />R <br />G <br />T <br />RE <br />TATSS <br />E OFILACFO <br />U C TURA <br />R <br />L <br />R <br />STERED P L <br />OF ESSIONA <br />N <br />E <br />R <br />AI <br />E <br />ENGI <br />................ <br />. <br />. <br />. <br />............................... <br />. <br />. <br />. <br />............... <br />No. 5913 <br />Exp. 12/31/25CHR <br />I <br />STOPHER A NDREW <br />DOM <br />I <br />NAS <br />N <br />I <br />R <br />G <br />T <br />RE <br />TATSS <br />E OFILACFO <br />UC TURA <br />R <br />L <br />R <br />STERED P L <br />OF ESSIONA <br />N <br />E <br />R <br />AI <br />E <br />ENGI <br />................ <br />. <br />. <br />. <br />............................... <br />. <br />. <br />. <br />............... <br />No. 5913 <br />Exp. 12/31/25CHR <br />I <br />STOPHER A NDREW <br />DOM <br />I <br />NAS