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1 <br />2 <br />3 <br />4 <br />-5 <br />-6 <br />-7 <br />-8 <br />-9 <br />-10 <br />PVC COATED <br />RGS CONDUIT <br />CONDUIT TRANSITION DETAIL <br />PVC SCH 80 <br />SWEEP <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />36" MIN. <br />18" MIN. <br />PVC COATED <br />RGS CONDUIT <br />COUPLING (TYP.) <br />SCHD. 40 PVC <br />PVC SCH. 40 CONDUIT <br />COUPLING (TYP.) <br />PVC SCH. 80 SWEEP <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />GENERAL NOTES: <br />1.PLACE CONDUIT IN TRENCH, FILL, AND COMPACT TO 90%. REPAIR AREA TO <br />MATCH SURROUNDING. BACK FILL IS TO BE FREE OF LARGE ROCK, PAVING <br />MATERIALS, ETC., THAT MAY CAUSE PHYSICAL DAMAGE TO CONDUIT. <br />PROVIDE GRANULAR MATERIAL WITH A SAND EQUIVALENT (SE) GREATER <br />THAN 30. <br />2.PROVIDE 30" MINIMUM COVER WHERE CONDUIT IS PLACED UNDER <br />STREETS, HIGHWAYS, ROADS, ALLEYS, DRIVEWAYS, AND PARKING LOTS. <br />3.CONDUITS PLACED UNDER OR IN STRUCTURAL FOOTINGS SHALL BE <br />GALVANIZED RIGID METAL (RMC) WRAPPED WITH 20 MIL PVC TAPE. THE <br />COUPLINGS CONNECTED TO THE RMC ELBOW SHALL BE GALVANIZED <br />MATERIAL. <br />4.MINIMUM TRENCH WIDTH TO BE 24". <br />12 <br />" <br />BRANCH CIRCUIT CONDUIT BURIAL <br />FINISH <br />GRADE <br />PROVIDE CONTINUOUS <br />MAGNETIC DETECTABLE TAPE <br />DIRECTLY ABOVE CONDUIT. <br />NONMETALLIC SCHEDULE 40 <br />PVC CONDUITS - SIZE AND <br />QUANTITIES AS SHOWN ON <br />PLANS. PROVIDE MIN. OF 1" <br />CONDUIT FOR EXTERIOR <br />APPLICATIONS. <br />SURFACE MNTD. PANEL CONC. FRAMING <br />3/8" BOLT SPRING NUT <br />AND WASHERS (TYPICAL <br />FOR EACH CORNER) <br />PANEL (MAX. SIZE: <br />12"W X 14"H X 6"D <br />MAX. WEIGHT: 150 LBS.) <br />P-1000 UNISTRUT, <br />LENGTH AS REQUIRED <br />3/8" Ø HILTI KB-TZ (ICC #ESR-3785) <br />MINIMUM 1 1/2" EMBEDMENT AT <br />EACH OF 4 HOLE LOCATIONS <br />(E) CONCRETE WALL <br />FASTEN UNISTRUT TO BUILDING <br />WALL STUD 4 PLACES <br />(1 EACH CORNER) <br />MECHANICAL UNIT DISCONNECT <br />1 <br />2 <br />FLOOR <br />1 <br />2 <br />CONSTRUCTION NOTES: <br />MECHANICAL UNIT. <br />SEALTITE WEATHERPROOF FLEXIBLE CONDUIT CONNECTION. <br />PROVIDE AND INSTALL WALL MOUNTED DISCONNECT ENCLOSURE <br />TYPE AND SIZED PER PLAN. VERIFY REQUIREMENTS WITH <br />MECHANICAL CONTRACTOR FOR UNIT LOCATION AND EXACT <br />ELECTRICAL REQUIREMENTS PROVIDE EQUIPMENT PER ELECTRICAL <br />SPECIFICATIONS <br />INCOMING <br />FEED <br />NUMBER DATE INITIALS DESCRIPTION <br />PREPARED UNDER THE <br />SUPERVISION OF: <br />CITY OF SANTA ANA <br />FILE NO.: <br />INSTALLEDAPPROVED <br />CONSTRUCTION COMPLETED: <br />BENCHMARK NO.: SA-253-70 <br />RECOMMENDED FOR <br />CONSTRUCTION: <br />REFERENCES <br />PUBLIC WORKS AGENCY <br />RCE NO.: <br />ELEV.: 176.00 (2010) <br />REVISIONS <br />SHEET OF <br />BENCHMARK DESCRIPTION: <br />OCS BM SA-253-70 <br />FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT <br />CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE <br />AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE <br />OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK <br />PORTOLA PARK <br />SPLASH PADREVIEWED FOR <br />CONSTRUCTABLITY: <br />PRINCIPAL CIVIL ENGINEER <br />DESIGNED: <br />PRINCIPAL CIVIL ENGINEER RCE NO.: <br />LM MR BK <br />ELECTRICAL ENGINEER <br />DRAWN:CHECKED: <br />PS- <br />2 <br />5 <br />- <br />2 <br />4 <br />0 <br />1 <br />BRADEN KEMPTON <br />1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 <br />811 <br />UNDERGROUND SERVICE ALERT. DIAL 811 <br />LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING <br />BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE <br />DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. <br />UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY <br />STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL <br />THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE <br />DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN <br />UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION <br />ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF <br />UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA <br />\\ <br />E <br />G <br />N <br />Y <br />T <br />E <br />D <br />R <br />I <br />V <br />E <br />\ <br />D <br />W <br />E <br />\ <br />_ <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br />\ <br />2 <br />0 <br />2 <br />4 <br />\ <br />2 <br />4 <br />- <br />3 <br />0 <br />5 <br /> <br />P <br />O <br />R <br />T <br />O <br />L <br />A <br /> <br />P <br />A <br />R <br />K <br />\ <br />_ <br />C <br />A <br />D <br />\ <br />2 <br />4 <br />- <br />3 <br />0 <br />5 <br /> <br />E <br />- <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br /> - <br /> <br />20 <br />2 <br />5 <br />- <br />1 <br />1 <br />- <br />2 <br />4 <br /> - <br /> <br />LU <br />I <br />S <br /> <br />M <br />U <br />N <br />G <br />U <br />I <br />A <br />24-305 <br />DESIGN WEST ENGINEERING <br />MECHANICAL ELECTRICAL ENERGY CONSULTANTS <br />San Bernardino, CA 92408 <br />412 E. Vanderbilt Way <br />Phone: 909.890.3700 <br />Fax: 909.890.3770 <br />Email: cadd@designwesteng.com <br />PO <br />R <br />T <br />O <br />L <br />A <br /> <br />P <br />A <br />R <br />K <br /> <br />S <br />P <br />L <br />A <br />S <br />H <br /> <br />P <br />A <br />D <br /> <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />O <br />. <br /> <br />2 <br />5 <br />- <br />2 <br />4 <br />0 <br />1 <br />E-2.1 <br />27 57 <br />SIGNED:11/24/2025 <br />27 57 <br />ELECTRICAL SITE PLANDETAILS