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TO GROUND LUG' <br />ON LUMINAIRE <br />ST. LIGHT POLE <br />#6 BARE CU.\ <br />*5'-0" MAX. <br />*ADJACENT <br />ST. LIG <br />#8 BA <br />GRND. <br />*IF ST. LIGHT IS INSTALLED WITHIN 5' OF <br />THE PG&E CONNECTION POINT, ADJACENT <br />STREET LIGHT BOX IS NOT REQUIRED. <br />IF MULTIPLE STREET LIGHTS ARE TIED <br />INTO UNDERGROUND SERV. BOX, INSTALL <br />IN-LINE FUSE FOR ADJACENT ST. LGT. IN <br />CONJUNCTION W/ OVERALL CIRCUIT FUSE. <br />(SEE UG. SERVICE BOX DETAIL.) <br />L <br />U.G. SERVICE BOX <br />INSTALL STREET LIGHT BOX <br />AS CLOSE TO PG&E SECONDARY <br />BOX AS POSSIBLE TO MINIMIZE <br />CIRCUITRY W/O GRND. <br />ST. LGT. CONNECTION POINT <br />(PG&E SECONDARY BOX.) <br />GRND. WIRE IN CONDUIT NOT <br />REQUIRED FROM UNDERGROUND <br />SERVICE BOX TO PG&E SEC. BOX. <br />1 1/2- CONDUIT (U.O.N.) <br />1/2"x 8' COPPER -CLAD GROUND ROD <br />� STREET LIGHT GROUNDING DETAIL <br />USLZ NOT TO SCALE <br />STATE TYPE 3 1/2 BOX W/ LID <br />PER CITY SPECIFICATIONS <br />PVC CONDUIT <br />AS SPECIFIED <br />TO LUMINAIRE(S) <br />1/2"x 8' COPPER -CLAD GROUND ROD <br />2 <br />\.,C uSL2 <br />WATERPROOF 1 POLE / 2 POLE FUSED <br />SPLICE CONNECTOR RATED 30A 600V WITH <br />5AMP FUSE(S) UNLESS OTHERWISE NOTED. <br />LARGER WIRE SIZES MAY REQUIRE FUSES <br />WITH REPLACEABLE FUSE LINKS. <br />U/L LISTED GROUND <br />CLAMP SUITABLE FOR <br />DIRECT BURIAL <br />&VMROUNDED <br />PHASE CONDUCTOR(S) <br />WATERPROOF SPLICE (TYP.) <br />NEUTRAL <br />DRAIN ROCK 1" MIN. <br />2" MAX. AGGREGATE <br />PVC CONDUIT AS SPECIFIED <br />TO PG&E SOURCE <br />UNDERGROUND SERVICE BOX DETAIL <br />NOT TO SCALE <br />STREET <br />AVERAGE <br />CLASSIFICATION <br />CREE LED <br />MAINTAINED <br />WIDTH <br />STREET <br />R/W <br />DETAIL 2 <br />.57 <br />STREET LIGHT <br />110 <br />.54 <br />SPACING <br />CLASSIFICATION <br />DETAIL 1 <br />Collector/ <br />„M „ <br />XSP SERIES <br />Industrial/ <br />DESIGN CRITERIA <br />2013 AASHTO STANDARD SPECIFICATIONS <br />FOR STRUCTURAL SUPPORTS FOR HIGHWAY <br />SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS. <br />1.50" X 3.25" ALUMNUM <br />IDENTIFICATION TAG <br />SERIES/SPEC YEAR <br />DIA. <br />(4) -ANCHOR BOLTS WITH <br />(4) HEX NUTS AND (4) WASHERS THREAD <br />PER BOLT WITH THREADED LENGTH <br />110' <br />XSPLG-D-HT-3ME-18L-4OK7-UL <br />Residential <br />50' <br />.13 <br />N, <br />180' <br />.17 <br />SECURED TO POLE SHAFT <br />END GALVANIZED AT LEAST 12.00". <br />06-06-22 <br />* EXP. 9/30/23 <br />6.25" <br />q* <br />H� <br />LUMINAIRE <br />ONE SIDE <br />WIND VELOCITY: <br />VALMONT/MANU. YEAR O WITH (2) 0.188" RIVETS <br />XSPLG-D-HT-3ME-18L-4OK7-UL <br />220' <br />w <br />W <br />0 <br />0 <br />V <br />MOUNTING <br />HEIGHT <br />100 MPH ISOTACH <br />CONTRACT NUMBER AT 1'-10" UP FROM BASE <br />SERIAL NUMBER/ORDER NUMBER STAMPED AS SHOWN <br />LENGTH <br />ANCHOR PLATE <br />MINOR ARTERIAL <br />84' <br />XSPMD-D-HT-3ME-12L-4OK7-UL <br />220' <br />COLLECTOR/ <br />SEE <br />w� <br />�n <br />LOADING CRITERIA <br />J <br />W <br />v <br />Q <br />INDUSTRIAL/ <br />60' <br />LUMINAIRE <br />MAXIMUM FIXTURE EPA = 3.34 FT2 <br />= <br />220' <br />W <br />COMMERCIAL <br />DETAIL 3 <br />ARM DATA <br />J <br />MAXIMUM FIXTURE WEIGHT = 55.0 LBS <br />D <br />0 <br />8.00" <br />BOTH <br />DESIGN/LOADING CRITERIA <br />DETAIL 41 POLE I.D. TAG <br />DETAIL 7 1 ANCHOR BOLT <br />z <br />J <br />SIDES <br />RESIDENTIAL <br />0.75 <br />0.50" NUT HOLDER FOR GROUNDING <br />WELDED TO INTERIOR OF POLE <br />tc <br />POLE/ARM SHAFT SEALED WITH CAULKING <br />RURAL <br />a <br />0 <br />CL <br />ONE ONLY AT EACH <br />INTERSECTIONS <br />-- <br />. <br />SHAFT AT 180° FROM HANDHOLE <br />RIM. FASTENERS PROVIDED. <br />0.250" X 2.00" <br />INTERSECTION <br />z <br />_J <br />- <br />J <br />4.94" <br />o <br />CJP BACK UP RING <br />"C" HOOK FOR WIRING AND <br />0.250" THICK H.R.M.S. <br />m <br />SEE <br />HANDLING - 0.50" DIA. COMMER- I I <br />HANDHOLE MOUNTING BAR <br />POLE <br />CIAL GRADE HOT ROLLED BAR <br />0.31"-18UNC X 2.00" <br />tc X .13 25 <br />DATA <br />HEX SOCKET FLAT <br />1.00" <br />HEAD SCREW - <br />MIN. <br />STAINLESS STEEL <br />HANDHOLE COVER- <br />POLE/ARM PLATE <br />DETAIL 1 POLE TOP <br />5.19" 11 GA. H.R. M.S. <br />W/COUNTERSUNK <br />POLE/ARM PLATE WELD DETAIL <br />2.25" HOLE <br />STANDARD ORIENTATION <br />DETAIL 4 <br />8.00" NOMINAL STRAIGHT SECTION <br />REFORMED TO 2.38" D.D. <br />POLE WALL WELD <br />7.56"B THICKNES SIZE <br />0.119" 0.19" <br />DETAIL 5 <br />\ <br />i� <br />0.179" 0.25° <br />LUMINAIRE ARM <br />DETAIL 6 <br />- T <br />0'280 <br />ALL ANGLES MEASURED <br />45* <br />L 2° <br />RISE <br />CLOCKWISE FROM HAND - <br />HOLE AS VIEWED FROM <br />8.00" <br />DETAIL 7 <br />8.00" <br />POLE SHAFT WALL <br />CLANCHOR BOLSMALL END OF POLE <br />HANDHOLE RIM FORMED FROM <br />HOLE LHANDHOLE <br />PIPE SIZE TUBING. <br />DETAIL 21 LUMINAIRE ARM END JIDETAIL <br />5 HANDHOLE <br />I I RADIAL INDEX <br />MATERIAL DATA <br />FINISH DATA <br />SEE POLE/ARM <br />PLATE WELD DETAIL <br />ALTHOUGH RARE, VIBRATIONS SEVERE ENOUGH TO CAUSE DAMAGE <br />MIN. <br />ASTM <br />CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES. <br />COMPONENT YIELD <br />DESIGNATION (KSI) <br />SYSTEM: <br />GALVANIZED - NO AEROSOL 2.50" DIA. ACCESS HOLE 0.31" <br />BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING <br />VARIABLES, VIBRATIONS ARE GENERALLY UNPREDICTABLE. THE <br />A595 GR.A <br />TAPERED TUBES 55 <br />REPAIR <br />+ S <br />PROGRAM SHOULD INCLUDE OBSERVATION <br />USER'S MAEXCESSIVE <br />OR A572 GR.55 <br />PLATES A572 GR.50 50 <br />BASE COAT: <br />HOT -DIP GALVANIZED <br />ASTM A123 <br />TO 6.63" <br />� <br />FOR VIBRATION AND EXAMINATION FOR ANY <br />STRUCTURAL DAMAGE OR BOLT LOOSENING. THE VALMONT <br />GUSSETS A572 GR.50 50 <br />PRIME COAT: <br />NONE <br />4 63" <br />25 25 <br />Y <br />WARRANTY SPECIFICALLY EXCLUDES FATIGUE FAILURE OR <br />CONN.BOLTS F3125 GR.A325 -- <br />FINISH COAT: <br />NONE <br />1.00" <br />SIMILAR PHENOMENA RESULTING FROM INDUCED VIBRATION, <br />A501 OR <br />COLOR: <br />NONE <br />0.94 1.50' <br />POLE BASE <br />HARMONIC OSCILLATION OR RESONANCE ASSOCIATED WITH <br />PIPE / TUBING 36 <br />A500 GR.B <br />SPEC: <br />F-544 <br />5.75" <br />5.00" <br />1.50" RADIUS INSIDE DIAMETER <br />HOLE MINUS 2.00" <br />MOVEMENT OF AIR CURRENTS AROUND THE PRODUCT. <br />ANCHOR BOLTS F1554 GR.55 55 <br />2.50"% <br />HARDWARE COATING HOT DIP ZINC -- <br />7.63" <br />DETAIL 6 POLE BASE PLATE <br />VIBRATION DISCLAIMER <br />POLE <br />DATA <br />0.250" <br />POLE TUBE <br />POLE BASE <br />ANCHOR BOLT <br />(31-0.63" X THICK <br />BOLT <br />GALVANIZING GUSSETS <br />1.75" HEX 25 <br />POLE LENGTH BASE TOP SQUARE <br />THK. <br />THK. <br />CIRCLE <br />HOLE DIA. LENGTH <br />THREAD DRAIN HOLE <br />CAP SCREWS <br />TYPE "A" DIA DIA. „S„ <br />(I N) <br />"Y" Z <br />(IN) (I N) (IN) <br />LENGTH 00.38" 0.750" <br />(FT) (IN) (IN) (IN) <br />(IN) (IN) <br />(IN) 1.000" <br />15 30.00 8.00 3.80 0.119 12.00 <br />12.00 1.500 <br />1.25 1.00 36.00 <br />10.00 <br />21 1 35.00 9.00 4.10 0.179 12.00 <br />12.00 2.000 <br />1.50 1.25 36.00 <br />10.00 <br />LUMINAIRE ARM <br />DATA <br />DETAIL 31 LUMINAIRE ARM ATTACHMENT <br />PROJECTED <br />LUMINAIRE MOUNTING <br />RISE ARM BASE <br />LENGTH THICKNESS <br />HEIGHT (FT) <br />"N" DIA. <br />(IN) <br />(FT) (FT) (I N) 30.00' <br />POLE 35.00' <br />POLE <br />6.33 2.00 3.36 0.119 <br />31.50 <br />36.50 <br />8.33 2.50 3.65 0.119 <br />32.00 <br />37.00 <br />10.33 3.25 3.95 0.119 1 <br />32.75 1 <br />37.75 <br />12.33 4.25 4.27 1 0.119 1 <br />33.75 1 <br />38.75 <br />15.33 4.75 4.68 1 0.119 1 <br />34.25 1 <br />39.25 <br />C GR7 06/26/19 BDS 07/06/19 JUPDATED MATERIAL DATA, <br />ADDED CAULKING NOTE 11TITLE <br />LIGHTING STANDARD TYPES 15 G 21 <br />VALMONT INDUSTRIES, INC. RESERVES <br />PAGE NUMBER: 1 OF <br />1 <br />B KP6 02/14/19 BDS 05/01/17 ADDED 2018 TO TITLE <br />DRAWING NUMBER <br />REV <br />THE RIGHT TO INSTALL VARIOUS, <br />ff11I%M <br />��'� <br />A JY12 04/28/17 BDS 02/28/17 ADDED ALL <br />AROUND WELD <br />SYMB IN PLT WELD DET <br />CALTRANS 2010, 2015 6 2018 REVISED <br />ENGINEER APPROVED, MATERIAL HANGING <br />STANDARD PLANS G SPECIFICATIONS <br />ACCOMMODATIONS TO FACILITATE THE <br />Va11ey,NE 68064 <br />DB01 198 <br />C <br />- NA5 02/24/17 BDS 02/28/17 - - - - - - - - - - - - - - - <br />REV DRAWN BY -DATE CHECK BY -DATE <br />DESCRIPTION <br />MANUFACTURING PROCESS. <br />(402) 359-2201 <br />TO GROUND LUG' <br />ON LUMINAIRE <br />ST. LIGHT POLE <br />#6 BARE CU.\ <br />*5'-0" MAX. <br />*ADJACENT <br />ST. LIG <br />#8 BA <br />GRND. <br />*IF ST. LIGHT IS INSTALLED WITHIN 5' OF <br />THE PG&E CONNECTION POINT, ADJACENT <br />STREET LIGHT BOX IS NOT REQUIRED. <br />IF MULTIPLE STREET LIGHTS ARE TIED <br />INTO UNDERGROUND SERV. BOX, INSTALL <br />IN-LINE FUSE FOR ADJACENT ST. LGT. IN <br />CONJUNCTION W/ OVERALL CIRCUIT FUSE. <br />(SEE UG. SERVICE BOX DETAIL.) <br />L <br />U.G. SERVICE BOX <br />INSTALL STREET LIGHT BOX <br />AS CLOSE TO PG&E SECONDARY <br />BOX AS POSSIBLE TO MINIMIZE <br />CIRCUITRY W/O GRND. <br />ST. LGT. CONNECTION POINT <br />(PG&E SECONDARY BOX.) <br />GRND. WIRE IN CONDUIT NOT <br />REQUIRED FROM UNDERGROUND <br />SERVICE BOX TO PG&E SEC. BOX. <br />1 1/2- CONDUIT (U.O.N.) <br />1/2"x 8' COPPER -CLAD GROUND ROD <br />� STREET LIGHT GROUNDING DETAIL <br />USLZ NOT TO SCALE <br />STATE TYPE 3 1/2 BOX W/ LID <br />PER CITY SPECIFICATIONS <br />PVC CONDUIT <br />AS SPECIFIED <br />TO LUMINAIRE(S) <br />1/2"x 8' COPPER -CLAD GROUND ROD <br />2 <br />\.,C uSL2 <br />WATERPROOF 1 POLE / 2 POLE FUSED <br />SPLICE CONNECTOR RATED 30A 600V WITH <br />5AMP FUSE(S) UNLESS OTHERWISE NOTED. <br />LARGER WIRE SIZES MAY REQUIRE FUSES <br />WITH REPLACEABLE FUSE LINKS. <br />U/L LISTED GROUND <br />CLAMP SUITABLE FOR <br />DIRECT BURIAL <br />&VMROUNDED <br />PHASE CONDUCTOR(S) <br />WATERPROOF SPLICE (TYP.) <br />NEUTRAL <br />DRAIN ROCK 1" MIN. <br />2" MAX. AGGREGATE <br />PVC CONDUIT AS SPECIFIED <br />TO PG&E SOURCE <br />UNDERGROUND SERVICE BOX DETAIL <br />NOT TO SCALE <br />NOTES: <br />1. Spacing may be adjusted to allow for driveways. <br />2. Back -on lot spacing may be adjusted to 330 feet, if both sides of the street <br />are lighted. <br />3. Back light shields shall be required for street lights in residential areas. <br />STREET LIGHT POLE <br />SPACING GUIDE No.esi n Descri tion Date <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: JULY 2020 Std. Dwg. No. R-34 <br />191111106IN <br />Street Lighting designs not meeting the spacing guidelines per County Standard <br />Drawing No. R-34, shall be designed to meet the average maintained footcandle <br />for the appropriate street classification. <br />STREET <br />STREET <br />AVERAGE <br />CLASSIFICATION <br />CREE LED <br />MAINTAINED <br />WIDTH <br />STREET <br />R/W <br />110, <br />.57 <br />STREET LIGHT <br />110 <br />.54 <br />SPACING <br />CLASSIFICATION <br />WIDTH <br />Collector/ <br />> <br />X <br />XSP SERIES <br />Industrial/ <br />60' <br />.26 <br />EXPRESSWAY <br />110' <br />XSPLG-D-HT-3ME-18L-4OK7-UL <br />Residential <br />50' <br />.13 <br />Pedestrian lane <br />180' <br />.17 <br />Q o - <br />E 119 65 -1 m <br />O <br />06-06-22 <br />* EXP. 9/30/23 <br />q* <br />H� <br />V) <br />ONE SIDE <br />PRINCIPAL ARTERIAL <br />110' <br />XSPLG-D-HT-3ME-18L-4OK7-UL <br />220' <br />w <br />W <br />0 <br />0 <br />V <br />0 <br />Ld <br />og <br />ONLY <br />MINOR ARTERIAL <br />84' <br />XSPMD-D-HT-3ME-12L-4OK7-UL <br />220' <br />COLLECTOR/ <br />w� <br />�n <br />J <br />W <br />v <br />Q <br />INDUSTRIAL/ <br />60' <br />XSPMD-D-HT-2ME-12L-4OK7-UL <br />W <br />= <br />220' <br />W <br />COMMERCIAL <br />~ <br />Z <br />J <br />W <br />C� <br />D <br />0 <br />W <br />BOTH <br />g <br />U <br />U <br />z <br />J <br />SIDES <br />RESIDENTIAL <br />50' <br />XSPSM-D-HT-2ME-5L-4OK7-UL <br />200' <br />RURAL <br />a <br />0 <br />CL <br />ONE ONLY AT EACH <br />INTERSECTIONS <br />-- <br />XSPMD-D-HT-4ME-12L-40K7-UL <br />INTERSECTION <br />NOTES: <br />1. Spacing may be adjusted to allow for driveways. <br />2. Back -on lot spacing may be adjusted to 330 feet, if both sides of the street <br />are lighted. <br />3. Back light shields shall be required for street lights in residential areas. <br />STREET LIGHT POLE <br />SPACING GUIDE No.esi n Descri tion Date <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: JULY 2020 Std. Dwg. No. R-34 <br />191111106IN <br />Street Lighting designs not meeting the spacing guidelines per County Standard <br />Drawing No. R-34, shall be designed to meet the average maintained footcandle <br />for the appropriate street classification. <br />STREET <br />STREET TYPE & <br />AVERAGE <br />CLASSIFICATION <br />RIGHT-OF-WAY <br />MAINTAINED <br />WIDTH <br />FOOTCANDLE <br />Expressway <br />110, <br />.57 <br />Principal arterial <br />110 <br />.54 <br />Minor arterial <br />84' <br />.36 <br />Collector/ <br />> <br />X <br />� <br />0 <br />V <br />Industrial/ <br />60' <br />.26 <br />Commercial <br />,LLJ <br />v )MW <br />JOB NUMBER: <br />Residential <br />50' <br />.13 <br />Pedestrian lane <br />- <br />.17 <br />NOTES: <br />1. Lumens used to calculate the Average Maintained Footcandle shall be 80% of the <br />initial Lumen value rated by the lamp manufacturer. <br />2. Minimum footcandle shall be 0.10. <br />al&g for YOU <br />CONTACT U.S.A. (811) (2) FULL WORKING DAYS PRIOR <br />TO STARTING WORK IF EXISTING UTILITIES CONFLICT WITH <br />POLE LOCATION, FIELD ADJUST TO CLEAR EXISTING <br />UTILITIES A MINIMUM OF 3'-0". <br />Approved by: <br />STREET LIGHTING <br />DESIGN CRITERIA No.1 R-Wvis; n Descri <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: JULY 2020 Std. Dwg. No. <br />M DAYS BEFORE YOU DIG <br />CALL USA TOLL FREE <br />811 <br />II CALL BEFORE YOU DIG II <br />W <br />D <br />00 <br />a <br />Z <br />LARRY CASKEY <br />V <br />w <br />V / <br />w <br />Z <br />J <br />W <br />Z <br />0 <br />U <br />LARRY CASKEY <br />> <br />X <br />� <br />0 <br />V <br />d <br />- <br />F <br />,LLJ <br />v )MW <br />JOB NUMBER: <br />U <br />W <br />aL <br />Z <br />W <br />w Z <br />Q o - <br />E 119 65 -1 m <br />O <br />06-06-22 <br />* EXP. 9/30/23 <br />q* <br />H� <br />V) <br />= <br />c <br />W <br />• <br />= c6 <br />V <br />w <br />W <br />0 <br />0 <br />V <br />0 <br />Ld <br />og <br />� <br />Z <br />0- <br />Z <br />-J <br />w� <br />�n <br />J <br />W <br />v <br />Q <br />F <br />F_ <br />W <br />= <br />>_ <br />W <br />- <br />(' <br />~ <br />Z <br />J <br />W <br />C� <br />D <br />0 <br />W <br />g <br />U <br />U <br />z <br />J <br />M <br />Z <br />� <br />Q <br />a <br />0 <br />CL <br />(� <br />z <br />_J <br />- <br />J <br />Q <br />N <br />m <br />W <br />(3 <br />00 <br />a <br />Z <br />LARRY CASKEY <br />V <br />w <br />V / <br />w <br />Z <br />J <br />W <br />Z <br />0 <br />U <br />LARRY CASKEY <br />> <br />X <br />� <br />0 <br />V <br />- <br />F <br />,LLJ <br />v )MW <br />JOB NUMBER: <br />U <br />W <br />Ld <br />Z <br />W <br />w Z <br />Q o - <br />E 119 65 -1 m <br />O <br />06-06-22 <br />* EXP. 9/30/23 <br />q* <br />H� <br />V) <br />= <br />c <br />W <br />• <br />= c6 <br />V <br />w <br />W <br />0 <br />- <br />V <br />0 <br />Ld <br />og <br />� <br />A <br />o. �;i <br />oP C14 <br />00 <br />a <br />LARRY CASKEY <br />DRAWN BY: <br />0 <br />0:� <br />J <br />qqt <br />0 <br />- <br />LARRY CASKEY <br />Q <br />_ <br />J <br />F <br />JOB NUMBER: <br />a <br />W <br />21-070 <br />U <br />DATE LAST MODIFIED: <br />Q o - <br />E 119 65 -1 m <br />O <br />06-06-22 <br />* EXP. 9/30/23 <br />q* <br />FlFCT R��P <br />����'uSL2 <br />FpFCAOO <br />Z <br />w <br />OF 11 SHEETS <br />- <br />V <br />� <br />Z <br />� <br />w� <br />�n <br />J <br />W <br />v <br />Q <br />F <br />F_ <br />W <br />= <br />>_ <br />W <br />- <br />(' <br />~ <br />Z <br />J <br />W <br />C� <br />D <br />0 <br />W <br />g <br />U <br />U <br />z <br />J <br />M <br />Z <br />� <br />Q <br />a <br />0 <br />CL <br />(� <br />z <br />- <br />J <br />Q <br />N <br />PROJECT MANAGER: <br />LARRY CASKEY <br />DRAWN BY: <br />AB <br />CHECKED BY: <br />LARRY CASKEY <br />SCALE: <br />NONE <br />S <br />JOB NUMBER: <br />Ro <br />q <br />21-070 <br />DATE LAST MODIFIED: <br />Q o - <br />E 119 65 -1 m <br />06-06-22 <br />* EXP. 9/30/23 <br />SHEET <br />FlFCT R��P <br />����'uSL2 <br />FpFCAOO <br />OF 11 SHEETS <br />