The URL can be used to link to this page

Home My WebLink About4883-331110-151-24 DONALD J. KURTH JRA ET.AL1. 1110-151-27 JOIN 0. ,AND KAREN L. SA.LAEAJ F[ pp a x � r Z m Uj �W < 0-1 ° E 102+00 0 WZ q �w 54.11' TO REDWOOD AVENUE 103+00 FOOTHILL BLVD. (WESTBOUND) FOOTHILL BLVD. (EASTBOUND) ELECTRICAL NOTES AND 5PEG I P I CAT I ONS GENERAL I. CONTRACTOR SHALL PERFORM ALL WORK AS TO CONFORM TO LOCAL, STATE AND NATIONAL GODE5 AND THE REQUIREMENTS OF LOCAL AUTHORITIES HAVIN6 JURI5DIGTION. 2. CONTRACTOR TO EXAMINE THE 51TE TO DETERMINE THE EXACT CONDITIONS EFFEGTIN6 THE ELECTRICAL WORK. 3. DRAWINGS INDICATE THE 6ENERAL SCHEME OF THE INSTALLATION AND ARE DIA6RAMMATIG IN 5GOPE. THE ENGINEER RESERVES THE RIGHT TO GHAN6E THE LOCATION OF OUTLETS, CONDUIT, EQUIPMENT, APPARATUS, ETC. TO A REA50RABI F EXTENT A5 THE CONDITIONS MAY DICTATE PRIOR TO THEIR INSTALLATION WITHOUT EXTRA G05T TO THE OWNER. THE EXACT LOCATION AND ARRAN6EMENT OF ALL EQUIPMENT AND PARTS SHALL BE DETERMINED AS THE WORK PR06RE55E5. 4. DETAILS OF CONSTRUCTION AND OF WORKMAN5HIP WHERE NOT SPECIFICALLY DE5GRIBED HEREIN OR INDICATED ON THE PRMIN65 SHALL BE SUBJECT TO THE ENGINEER'S APPROVAL. IT 15 THE INTENT OF THESE SPECIFICATIONS TO PROVIDE COMPLETE SYSTEMS, LEFT IN 6000 WORKING ORDER, READY FOR OPERATION. 5. SCRAP AND DEBRIS, EXCEPT A5 OTHERWISE SPECIFIED, SHALL BE REMOVED FROM THE 51TE AND DISPOSED OF BY THI5 CONTRACTOR. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 5TART-UP OF ALL SYSTEMS. 1. ALL WORK SHALL BE DONE WITH A MINIMUM OF DUST AND DIRT. PROVIDE SUFFICIENT FIREPROOF TARPAULINS AND COVER ALL EQUIPMENT IN WORK AREA WITH SAME DURING WORK OPERATIONS. 8. CONTRAGTOR SHALL FURNISH SHOP DRANIN65 AND EQUIPMENT GUTS TO THE ARGHITEGT FOR APPROVAL (MINIMUM (5) COPIES). q. COORDINATE CONNEGTION5 TO METERING PEDESTALS WITH LOCAL UTILITY GOMPANY(5). 10. CONTRACTOR SHALL FILE, SECURE AND PAY FOR ANY NEGE55ARY APPROVALS, PERMITS AND INSPECTIONS. II. ALL WORK SHALL BE GUARANTEED TO BE FREE FROM DEFECT FOR ONE YEAR AFTER ACCEPTANCE OF WORK. 12. ALL WORK BE IN 5TRIGT CONFORMANCE WITH THE STATE OF CALIFORNIA BUILDING CODE AND THE STATE OF CALIFORNIA E1 EGTRIGAL CODE. 13. PRIOR TO TE5TIN6, CONTRACTOR SHALL MAKE ALL 5Y5TEM ADJU5TMENT5 REQUIRED FOR PROPER OPERATION. ADJU5TMENT5 SHALL INCLUDE TRANSFORMER TAPS, CIRCUIT BREAKER MACNETIG 5ETTIN65, 6ROUND FAULT RELAY TRIP 5ETTIN65, BALLAST TAP 5ETTIN65, ETC. 14. ALL El EGTRIGAL 5Y5TEM5 SHALL BE TESTED IN ACCORDANCE WITH THE CALIFORNIA Fl ECTRIGAL CODE. CONTRACTOR TO COORDINATE TE5T5 WITH. LOCAL AUTHORITY HAVIN6 JURISDICTION. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR 015GONNEGTIN6 AND MAKING SAFE ALL El EGTRIGAL FACILITIES IN AREAS OF EXCAVATION PRIOR TO 5TARTIN6 THE WORK. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT ORE roG CODE REQUIRES A DIG ALERT IDENTIFICATION o NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID 1�1�I FOR YOUR DIG ALERT I_D_ NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG fi{ 104+00 1 SITE SERVICES I. ALL UNDER6ROUND RAGEWAY5, SHALL BE TYPE DB, 5GHEDULE 40 PVG, RIC71D NON-METALLIC CONDUIT, AD MANUFACTURED BY GARLON OR APPROVED EQUAL AND SHALL BE INSTALLED IN AGGORDANGE WITH GEG ARTICLE #341. 3. NON-METALLIG RIC71D CONDUIT SHALL BE MANUFACTURED IN STRICT CONFORMANCE WITH UL #651 AND NEMA #TG -2. 4. FITTINC75 FOR RIC71D NON-METALLIG CONDUIT SHALL BE OF THE SOLVENT CEMENTED TYPE AND SHALL BE MANUFACTURED IN 5TRIGT CONFORMANCE WITH UL 3514 AND NEMA #TG -3. SOLVENT GEMENT PROCEDURES SHALL BE IN AGGORDANGE WITH THE MANUFACTURERS RECOMMENDATIONS. 5. WHEREVER POSSIBLE, RIC710 NON-METAH IG CONDUIT ELBOW5, OFFSETS, ETC. SHALL BE MADE U51N6 30 DE6REE, 45 DE6REE AND q0 DE6REE FACTORY ELBOW5. WHERE FACTORY ELBON5 CANNOT BE AGGOMMODATED, FIELD BENDING 5HALL USE HEATING BOXES, END PLU65 AND FORMIN6 6UIDE5 A5 REGOMMENDED BY THE MANUFACTURER. CASE SHALL BE EXERG15ED TO ENSURE THAT THE INTERNAL DIAMETER OF GONDUIT5 15 NOT EFFECTIVELY REDUCED BY FIELD BENDIN6. 6. MINIMUM BENDING RADIUS FOR R161D NON-METALLIG CONDUIT SHALL NOT BE LE55 THAN PERMITTED BY GEG #346-10. 1. MINIMUM BURIAL DEPTH FOR UNDERGROUND RIGID NON-METALLIG RAGEWAY SHALL BE 2'-6" BELOW FIN15HED 6RADE. WHERE LE55ER DEPTHS ARE REQUIRED CUE TO 5UB5URFAGE ROCK, ENCASE RAGEWAY5 IN MINIMUM 3", 3000 P51 CONCRETE ENVELOPE. 8. ALL PENETRATIONS THROU6H MANHOLES, HANDHOLE5, FOUNDATIONS, ETC. SHALL BE MADE U51N6 HOT -DIPPED 6ALVANIZED, RIGID STEEL (6R5) CONDUIT. MAKE TRANSITION FROM RI610 NON-METALLIC, TO 6R5 AT 5-0" FROM PENETRATION U51N6 APPROVED TRANSITION GOUPLIN6. PROVIDE 3" CONCRETE ENVELOPE AROUND TRAN51TION GOUPLIN6 EXTENDING 5-O" IN EITHER DIRECTION TO MINIMIZE SHEAR FORGES AT TRANSITION GOUPLIN6. q. WHERE THE SERVICES ARE TO BE OF THE SECONDARY TYPE SUPPLIED FROM EXISTING LOW VOLTA6E DISTRIBUTION OR POLE MOUNTED POWER COMPANY TRANSFORMERS, CONTRACTOR SHALL FURNI5H AND INSTALL 5ERVIGE GONDUGTOR5 517ED A5 INDICATED ON THE DRAWIN65, FROM THE METERIN6 PEDESTAL TO THE RISER POLE. PROVIDE ADEQUATE GABLE SLACK, COILED AT TOP OF R15ER CONDUIT FOR FINAL GONNEGTION5 BY THE POWER COMPANY. 10. GOORDINATE R15ER POLE LOCATIONS AND THE LOCATION OF R15ER GONDUIT5 OF THE POLE (QUADRANT) WITH THE POWER COMPANY. RACEWAis 1. UNLE55 OTHERN15E NOTED, RAGENAY TYPES SHALL BE A5 INDICATED BELON: LOCATION RAGENAY UNDER6ROUND TYPE "DB", SCHEDULE 40 RI61D (PVG), NON METALLIC CONDUIT FOOTHILL BLVD LANDSCAPE MEDIAN FROM CHERRY AVENUE TO HEMLOCK AVENUE Robert J. Hatch, P.E. CA # E16118 QRpF ESS J. c� 1 8 rn sj9TF� CTR p OF CALF EXP. 12/31 /11 105+00 1 CONDUCTORS I. UNLE55 OTHERWISE NOTED, GONDUGTOR TYPES SHALL BE AS INDICATED BELOW: LOCATION CONDUGTOR5 A. UNDERGROUND OUTDOORS RHW/THW/THWN B. UNDER6ROUND SERVICE FEDER5 RHW/U5E G. FIXTURE CONNECTIONS 5F-2 2. ALL WIRE AND GABLE SHALL BE COPPER GONDUGTOR5. CONDUCTORS #IOAN6 AND SMALLER MAY BE SOLID. CONDUCTORS LAR6ER THAN #IOANG SHALL BE STRANDED. 3. CONDUCTORS #8AW6 AND SMALLER MAY BE SPLICED U51N6 NYLON 5E1 F- IN5ULATED WIRE NUT5 AS MANUFACTURED BY 3M "5GOTHLOK", IDEAL "WIRE -NUT" OR APPROVED EQUAL. 4. GONDUCTOR5 LAR6ER THAN #8AW6 SHALL BE SPLICED U51N6 SPLIT BOLT CONNECTORS WITH TAPED JAGKET, PREMANUFAGTURED SPLICES BY IL5G0 OR MAG PRODUCTS OR BY HYDRAULICALLY APPLIED GOMPRE55ION SPLICES. MANUFAGTURERS TOOLING, DYES AND RECOMMENDATIONS SHALL GOVERN HYDRAULICALLY APPLIED GOMPRE55ION SPLICES. 5. EXCEPT WHERE EQUIPMENT, SUCH A5 MOLDED CASE CIRCUIT BREAKERS ARE SUPPLIED WITH FACTORY INSTALLED SET 5GREW LU65, ALL CONNECTIONS FOR GABLES 4/0 AND LAR6ER SHALL BE MADE U51N6 NEMA 2 BOLT COMPRESSION LU65. LU65 SHALL BE HYDRAULICALLY APPLIED U51N6 MANUFAGTURER'5 TOOLING, DIE5 AND RECOMMENDED PROCEDURES. 6. CONDUCTOR IN5ULATION5 SHALL BE COLOR CODED AS FOLLOW5: 120/208V PHASE A BLUE PHASE B RED PHA5E G BLACK NEUTRAL WHITE 6ROUND GREEN WHERE GONDUGTOR5 ARE NOT AVAILABLE WITH COLOR CODED INSULATION, APPLY COLORED TAPES TO THE ENTIRE EXPOSED LENGTH OF GABLES IN PULL BOXES, SWITGHBOARD5, EQUIPMENT, ETC. CITY OF FONTANA CALIFORNIA, 92335 106+00 106+00 1 GROUNDING I. SERVICE ENTRANCE GROUNDING ELECTRODES SHALL INCLUDE THE FOLLOWING: A. REINFORGIN6 BARS IN FOOTIN65. B. AT LEAST TWO 3/4" X 10' GOPPERWELD 6ROUND ROD DRIVEN OUTSIDE BUILDING A5 NEAR TO METER PEDE5TAL5 A5 P0551BI E. 2. 6ROUNDIN6 ELECTRODE GONDUGTOR5 5HALL BE 51ZEP IN ACCORDANCE WITH GEG TABLE #250-q4 AND NEC 3250-1q(D). 3. ALL 6ROUNDIN6 CONNECTIONS TO REINFORGIN6 BARS AND 6ROUND ROD5 AND ALL UNDER6ROUND 6ROUNDIN6 GABLE SPLICES SHALL BE EXOTHERMIC NELDS BY GADNELD OR APPROVED EQUAL. 4. THE FOLLOWING COMPONENTS SHALL BE BONDED WITH A BARE COPPER CONDUCTOR 51ZED IN ACCORDANCE WITH GEG TABLE #250-q4. A. SERVICE RAGEWAY5. B. METER ENGLOSURE5. G. SERVICE DISCONNECT. D. 6ROUNDIN6 ELEGTRODE5. SERVICE RAGEWAY5 SHALL BE BONDED BY USE OF 6ROUNDIN6 BU5HIN65 AT ALL TERMINATIONS UP TO AND INGLUDIN6 THE SUPPLY 51DE OF SERVICE D15GONNEGT(5). 5. THE FOLLOWING ITEMS SHALL BE BONDED TO THE SERVICE EQUIPMENT 6ROUND BU5 U51N6 GABLE5 51ZED IN ACCORDANCE WITH GEG TABLE #250-q4: A. METERING PEDESTAL FRAME. O 3 #S & #8 GROUND O 3 #10 & #10 GROUND O 3 #6 8 #6 GROUND LINWOOD ENGINEERING ASSOCIATES, P.C. Consulting Mechanical & Electrical Engineers 210 Main Street 151 Kalmus Drive Suite B-200 New Milford, New Jersey Costa Mesa, California 07646 92626 t: 201.261.5398 t: 714.424.0001 f: 201.261.7652 f: 714.424.0004 www.linwoodengineering.com l 7+n 107+00 1 1110-151-28 CAIARENA JR SANTOS FOOTHILL BLVD. (WESTBOUND) FOOTHILL BLVD. (EASTBOUND) LIGHTING 1. COORDINATE FIXTURE LOCATIONS WITH IN5TALLED LAND5GAPIN6 AND MONUMENT FEATURES. 2. ALL BALLASTS FOR REGE55ED HID FIXTURE5 SHALL BE UL L15TED AND SHALL BE THERMALLY PROTECTED. 3. PROTECT ALL LAMPS, LEN5E5 AND LOUVERS DURING CONSTRUCTION. ALL LAMPS, FIXTURE HOU51N6, LEN5E5 AND LOUVERS SHALL BE GLEANED UPON COMPLETION OF WORK BY ALL TRADES. REPLACE DEFECTIVE OR DAMA6ED LAMPS, LENSES, LOUVERS AND BALLA5T5 AS REQUIRED AT THE TIME OF GLEANING. 4. BALLA5T5 FOR HID FIXTURES SHALL BE POWER FACTOR CORRECTED. PANELBOARD5 AND CIRCUIT BREAKERS I. EQUIPMENT INTERRUPTING RATIN65 5HOWN ON 5GHEDULE5 ARE BASED ON UL L15TED SERIES RATING FOR 50,000A AVAILABLE SHORT CIRCUIT CURRENT AT THE SERVICE. CONTRACTOR SHALL INCREASE INTERRUPTING RATIN65 A5 REQUIRED FOR NON-5ERIE5 RATED EQUIPMENT. 2. PANELBOARD5 SHALL BE OF DEAD FRONT GON5TRUGTION WITH AUTOMATIC, OVERCURRENT DEVICES. VOLTA6E AND CURRENT RATIN65 AS 5HONN. GIRGUIT BREAKERS SHALL BE BOLT -ON TYPE UNLE55 OTHERN15E NOTED. PANELBOARD5 SHALL BE UL LISTED AS MANUFACTURED BY SQUARE D, 6E OR WE5TIN6HOU5E. L%CT EANK ICY TA65- 1� [fl : REFER TO DUGTBANK SECTIONS ❑MB L- a r m 103+00 =-MAW 108+00 N O R T H CITY OF FONTANA PARTIAL SITE ELECTRICAL PLAN DRAWN BY: FOOTHILL BOULEVARD RJH DESIGNED BY. FROM CHERRY AVENUE RJH TO HEMLOCK AVENUE CHECKED BY: REV REVISION DESCRIPTION DATE CITY DATE SG CITY DRAWING FILE NO. 4883 SCALE: 1°=20' DATE: 01-17-11 DRAWING NO_: 33 E-3 38 M 00 00 IRTO z w J LL tD z �I LJ