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NOTES I. STREET LIGHTS SHALL BE PLACED AT ALL INTERSECTING STREETS, THE END OF CUL DE SACS AND EVENLY SPACED, I DEPENDING ON BLOCK LENGTHS, 250 FEET MAXIMUM BETWEEN LIGHTS OR AS DIRECTED BY THE DIRECTOR OF PUBLIC WORKS. 2. LUMINAIRE DISTRIBUTION PATTERN SHALL BE BASED ON THE ILLUMINATING ENGINEERING SOCIETY (I.E.S.) CODE FOR STREET AND HIGHWAY LIGHTING. I 3. LUMINAIRE SHALL BE A MINIMUM OF 175 WATT, 7500 LUMEN UNLESS OTHERWISE SPECIFIED BY THE DIRECTOR OF PUBLIC WORKS. 4. LUMINAIRE SHALL BE COLOR CORRECTED. 5. EACH LUMINAIRE SHALL HAVE A PHOTO ELECTRIC CONTROL RECEPTACLE AND A PHOTO ELECTRIC CELL OF PROPER SIZE SWITCHING THE UNIT. I 6. BALLAST SHALL BE OF THE CONSTANT WATTAGE TYPE AND SHALL BE FOR 240 VOLTS UNLESS OTHERWISE SPECIFIED. 7. WIRING MAY BE OVERHEAD TO POLE IN REAR OF PROPERTY, THRU A SIDE YARD EASEMENT, WHERE PRIOR APPROVAL IS OBTAINED FROM THE DIRECTOR OF PUBLIC WORKS. 8. POLES SHALL BE GALVANIZED STEEL TAPERED TUBE AND OR I ALUMINUM EQUAL. 9. FOUNDATION SHALL BE PRECAST CONCRETE BROOKS PRODUCT INC. NO. 85C-109 OR EQUAL 10. A L L STREET L IU+iTS TD bf ff e4d !MSSUM so PI u M. r DIA. r 4 MIN. 1.5' LOCATION FOR STREET LIGHTS STANDARD STREET LIGHT REQUIREMENTS �VARIABLE CHRISTY V-1 PROTECTION BOX WITH CHRISTY D213 CONCRETE LID,OR I THREADED CHRISTY NO, G5 PROTECTION BOX WITH CLEAN-OUT PLUG CHRISTY NO. 275 LID. 12-13/8' BACK OF SIDEWALK y. M z � w 'a m Q 4' MIN.CLEAN-OUT RISER FLEXIBLE JOINT LINE FROM STRUCTURE 4' MIN. SEWER PIPE t I TO SEWER MAIN. 4' MIN. LONG RADIUS BEND NOTES: I. CLEAN-OUT RISER SHALL BE THE SAME SIZE AS THE SEWER LATERAL. 2, CLEAN-OUT SHALL BE LOCATED AT BACK OF SIDEWALK. 3. ANY DEVIATION FROM THIS STANDARD MUST HAVE THE AP- PROVAL OF THE DIRECTOR OF PUBLIC WORKS. 4. CLEAN-OUT RISER COMBINATION MAY BE CAST IRON, PLASTIC, OR VITRIFIED CLAY PIPE. STANDARD CLEAN-OUT RISER i A L .no TVD BROOKS PRODUCTS INC. N0. 85C-109 WEIGHT 2100 LBS. CODE 04-3350 11" DIA. BOLT CIRCLE I GROUND WIRE PLAN VIEW GROUND WIRE NO. 6 BARE SOLID COPPER 7 FOUR I"x 36" x 4" ANCHOR BOLTS AND _{— Y HEX NUTS CODE 19-0076, AND FOUR I I it GALV. FLAT WASHERS l IN GROUND OR I M SIDEWALK GRADE .2,: .q lo; L Irll Irl 4 12 O ljl r, Irr INSERTS r:. !Iv'".Ir ° N rill I rl .IN r PRECAST '•.'��''p..orr„>? O r I{-{ r CONCRETE WIRE LOOPS SEE NOTE I SECTION A- A ELEVATION SIDE VIEW NOTES: I BEFORE SETTING THE FOUNDATION, SPLICE AN 8 FT. LENGTH OF NO. 6 BARE SOLID COPPER TO THE TAIL OF THE NO.6 COPPER GROUND WIRE WHICH PROJECTS FROM THE FOUNDATION. SPLICE WITH A NICOPRESS COMPRESSION SLEEVE, CODE 30-5177. FORM THE NO. 6 COPPER AROUND THE BOTTOM OF THE FOUNDATION, USING THE WIRE LOOPS TO HOLD THE NO.6 COPPER IN PLACE. 2 CHECK TOP OF FOUNDATION IN TWO DIRECTIONS FOR LEVEL AND TAMP BACKFILL. CHECK LEVELING AS TAMPING PROGRESSES. 3 FOUNDATION SHALL BE 28 DAY CONCRETE COMPRESSION STRENGTH AT 4500 P.S.I. MINIMUM. 4 ANCHOR BOLTS SHALL BE COMPLETELY HOT DIPPED GALVANIZED OR HOT DIPPED GALVANIZED ON THREADED END TO 2 INCH MINIMUM BELOW END OF THREADS 5. DETAIL IS FROM P.G.8+E. ENGINEERING STANDARDS STANDARD FOUNDATION FOR STREET LIGHT POLES ( BROOKS PRODUCTS INC. N0. 85C-109) I SEWER OF TRENCH /8 1BEND /ALTERNATE FOR DEEP SEWER LINE SCLASS "BrOR"C" CONCRETE VARIABLE A RED 2'x4'06"STAKE DRIVEN ABOVE SEWER LATERAL PROJECTING ONE FT. ABOVE GRADE UNTIL SIDEWALK STALLED AT WHICH TIME A "S” SHALL BE STAMPED OVER SERVICE. GLER h -OUT AT- EACH rEACH �.o�t� TYNL LPr, M " PFR FT. NOTES L ANY SANITARY SEWER HOUSE LATERAL THAT CROSSES OVER WATER MAINS SHALL BE DUCTILE IRON CEMENT LINED PIPE FOR TEN FEET IN EACH DIRECTION OF THE WATER MAIN. 2. FITTINGS, WYE BRANCH, RISER, AND LATERALS SHALL BE OF SAME DIAMETER. 3. CLEAN-OUT RISER COMBINATION MAY BE CAST IRON, PLASTIC, OR VITRIFIED CLAY PIPE. 4. SEWER LATERALS WITH COVER LESS THAN 30" SHALL BE DUCTILEIRONCEMENT LINED PIPE OR CONCRETE ENCASED AS DIRECTED BY THE DEPT. OF PUBLIC WORKS. STANDARD SEWER LA'-EP,AL STRINGER f/ jam' �Z � r 8714 '; M1 j hl rf Q`\rJ / 9lF OF (:A0�_ 2 a �I I— U z Q Z O L 1 LL � J J W c U 1 J W H- w Q U � W Z �y o� pnr r Q H- I:UR 471NOEICt7 Z a G 12 IZEgwOOP—o LijU I-- I.L. G)�OIJ N2 L I ftr p 4 `� i .• SET K ohs OR 1,EPA �•7w.� °. .°• \� f/ jam' �Z � r 8714 '; M1 j hl rf Q`\rJ / 9lF OF (:A0�_ 2 Q 'A e I 2 xA4 f=UNp _4X4 Revwoac e r E�^R p 7X4 ro, 1 rte} (Z i COUNTY OF SAN J 0 A Q U I N DEPARTMENT OF P U 8 LIC W 0 R K S APPROVED DATE:_ �/-ZiGg� �/ R.C.E. NO./ � DIRECTOR OF PUBLIC WORKS APPROVED REVISIO DATE: I a �I I— U z Q Z O Q 'A e I 2 xA4 f=UNp _4X4 Revwoac e r E�^R p 7X4 ro, 1 rte} (Z i COUNTY OF SAN J 0 A Q U I N DEPARTMENT OF P U 8 LIC W 0 R K S APPROVED DATE:_ �/-ZiGg� �/ R.C.E. NO./ � DIRECTOR OF PUBLIC WORKS APPROVED REVISIO DATE: I a I— U z Q Z O L 1 LL � J J W c U 1 J W H- w Q U � W Z �y Q Q H- S Z a G LijU I-- I.L. W a I— U z Q Z O L 1 LL � J J W c U Q J W H- w Q U � W Z �y Q Q H- S Z a G LijU I-- I.L. � m o M r rn � M N O N zzW C7 w Z _ M y5 a c7 f In J � Q W C U Qu < U U W H L a 1 2 c W � � a W W <coa c WI ZW ~ O>_ W 2u W F F Q U) 3 Q W VZ O W U u rn cc rn rn IM 13 13101 I