CO SAN PULL WIRE IN 1" PVC FUTURE FIBER OPTIC L PULL BOX #6 12"X12" PULL WIRE IN 2" PVC FUTURE ELECTRIC PULL BOX #2 12"X12" CONNECT TO EXISTING CONDUI
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10 CO SAN PU WIRE IN 1" PVC FUTURE FIBER OPTIC PU BOX PU WIRE IN " PVC FUTURE EECTRIC PU BOX # CONNECT TO EXISTING CONDUIT. PU NEW CONDUCTORS TO FIRST EXISTING STREET IGHT BACK & WHITE RED & WHITE GREEN 1 E PU WIRE IN " PVC FUTURE EECTRIC PU BOX #3 4"X4" PROPOSED IGHTING CONTRO SYSTEM SEE PAGE E-3 PU BOX #7 Engineering [A] Better Experience 5400 King James Way Suite 00 Madison, Wi (608) Office ON PIER. BACK & WHITE RED & WHITE 4 GREEN KIOSK PAD BACK & WHITE RED & WHITE 4 GREEN PROPOSED STREET IGHT #1 OCATION CONTRACTOR SHA REMOVE EXISTING IGHT POE AND CONCRETE BASE (TYP.) BACK & WHITE RED & WHITE GREEN 1 PU WIRE IN 1" PVC FUTURE FIBER OPTIC PU WIRE IN " PVC FUTURE EECTRIC Graphical Scale 0 50 ft N PROJECT: PU BOX #1 EXISTING BOAT AUNCH EECTRIC PROPOSED STREET IGHT #7 OCATION BOAT AUNCH PARKING OT PROPOSED STREET TO BE ABANDONED W OODW ARD DRIVE IGHT # OCATION IN PACE (TYP.) BACK & WHITE RED & WHITE GREEN 1 PU BOX # WOODWARD DR MADISON, WI BACK & WHITE RED & WHITE GREEN 1 PU BOX #8 4"X4" BACK & WHITE RED & WHITE GREEN 1 PROPOSED STREET IGHT OCATION PU WIRE IN " PVC FUTURE EECTRIC GENERA IGHTING NOTES: 1) OFFSET STREET IGHTS AS FOOWS: - 5' FROM FACE OF CURB TO CENTER OF BASE - 3' FROM EDGE OF SIDEWAK TO CENTER OF BASE PROPOSED STREET IGHT #3 OCATION BACK & WHITE RED & WHITE GREEN 1 PROPOSED STREET IGHT #4 OCATION PU WIRE IN 1" PVC FUTURE FIBER OPTIC PU WIRE IN " PVC FUTURE EECTRIC SHERIDAN DR Although every effort has been made in preparing these plans and checking them for accuracy, the contractor and subcontractors must check all details and dimensions of their trade and be responsible for the same. ITEM DATE Drawn by: JAJ ) THE ENGINEER SHA APPROVE THE FINA OCATION FOR A CONCRETE BASES IN THE FIED PRIOR TO CONSTRUCTION. 3) THE OCATION OF EXISTING AND PROPOSED UTIITIES AS SHOWN ON THE PANS ARE APPROXIMATE. IN ADDITINO, THERE MAY BE OTHER UTIITIES WITHIN THE PROJECT AREA WHICH ARE NOT SHOWN. THE CONCTRACTOR SHA VERIFY THE OCATIONS OF A UTIITIES BACK & WHITE RED & WHITE GREEN 1 PU BOX #10 PUBIC WORKS PROJECT #: 80 PRIOR TO CONSTRUCTION. PU BOX #5 SHEET TITE: 4) CHECK FOR OVERHEAD CONFICTS PRIOR TO CONSTRUCTING CONCRETE BASES. PU BOX #9 FARW E DR EECTRICA PAN 5) UTIITY OWNED STREET IGHTS ARE NOT SHOWN ON THIS PAN. 6) INSTA ADDITIONA IGHTING CIRCUIT BETWEEN CONTRO CABINET, PU BOX #1AND PIER IGHTING FO CHANNE MARKER IGHT. CHANNE MARKER IGHT SHA OPERATE 4/7, CIRCUIT SHA BYPASS CONTROS AND TERMINATE DIRECTY ON A CIRCUIT BREAKER. PROPOSED STREET IGHT #5 OCATION X APROX DIREC PU WIRE IN " PVC FUTURE EECTRIC SHEET NUMBER: E-1 $FIE$
11 ED UMINAIRE Engineering [A] Better Experience 1 NOTES: TYPE AND DEPTH OF ANCHOR BOT AS PER MANUFACTURER SPECIFICATIONS (6) NO. 4 BAR STEE REINFORCEMENT SPACED EQUAY AROUND King James Way Suite 00 Madison, Wi (608) Office NO. 4 BAR STEE REINFORCEMENT AT 1". A NO. 4 AWG STRANDED COPPER EQUIPMENT GROUNDING CONDUCTOR SHA BE EXOTHERMICAY WEDED OR COMPRESSION CRIMPED TO THE GROUNDING EECTRODE. '-0" CONDUIT Graphical Scale 0 50 ft N 1" CONDUIT FOR PROJECT: GROUNDING PURPOSES 11 " BOT CIRCE CONDUIT WITHIN 6" DIA. BOAT AUNCH ANCHOR RODS SHA BE ORIENTED PARAE TO THE ROADWAY 1 3 AP MIN. 1'-5" 1'-6" (OUT TO OUT) 30'-0" PARKING OT FORM A EXPOSED CONCRETE. PROVIDE 1" CHAMFER A AROUND 1 3" 1101 WOODWARD DR MADISON, WI " GRADE OR TOP OF ADJACENT CURB 3'-0" 1'-0" 1'-0" '-0" 9'-0" Although every effort has been made in preparing these plans and checking them for accuracy, the contractor and subcontractors must check all details and dimensions of their trade and be responsible for the same. ITEM DATE EXOTHERMIC CONNECTION TO EQUIPMENT GROUNDING CONDUCTOR 3 6" MIN. AUMINUM SMOOTH TAPERED POE 1 TRANSFORMER BASE 11 -INCH BOT CIRCE 1'-5" 4'-0" MIN Drawn by: JAJ " DIA. 8'-0" COPPER CAD EQUIPMENT GROUNDING EECTRODE REQUIRED 6" STUB " RIGID NON METAIC CONDUIT 3" CEAR 3'-0" 6" MIN. CONCRETE BASE (INCIDENTA TO BOAT AUNCH IGHTING UNIT BID ITEM) PUBIC WORKS PROJECT #: 80 BOAT AUNCH IGHTING UNIT DETAI SHEET TITE: NO SCAE EECTRICA PAN CONCRETE BASE $FIE$ NO SCAE SHEET NUMBER: E-
12 Engineering [A] Better Experience 5400 King James Way Suite 00 Madison, Wi (608) Office SAGINAW ENCOSURE TO BE CENTERED ON CONCRETE PAD MODE 04816P 60"X48"X16" DEEP WITH DRIPSHIED SCE-DS48N4 SAGINAW ENCOSURE TO BE CENTERED ON CONCRETE PAD MODE 04816P 60"X48"X16" DEEP WITH DRIPSHIED SCE-DS48N4 NEW MIBANK U T-CB METER MAIN MOUNTED ON BACK OF SAGINAW ENCOSURE. SAGINAW ENCOSURE TO BE CENTERED ON CONCRETE PAD MODE 04816P 60"X48"X16" DEEP WITH DRIPSHIED SCE-DS48N4 Graphical Scale 0 50 ft N 00 AMP SINGE PHASE 10/40 VOT MAIN CIRCUIT BREAKER PROJECT: 10 VOT PHOTOCE ON SEPERATE IGHTING CONTRO CIRCUIT. FIED VERIFY EXACT OCATION WITH CITY OF MADISON. M K.O. IN BACK OF METER ENCOSURE CONDUIT NIPPE INTO SQ-D OAD CENTER. METER BOAT AUNCH PARKING OT Q SQUARE D OAD CENTER 30"X14.75" 1/" CONDUIT 1" SCHEDUE 80 PVC FOR GROUNDING EECTRODE WIRE 1101 WOODWARD DR MADISON, WI GFCI DUPEX RECEPTACE 13"X13" EVITON E-Z MAX CONTROER X1" PVC CONDUIT FROM TROUGH TO CONTROER. 6X" PVC CONDUIT FROM GROUND TO TROUGH STUBBED OUT 6'. 3" SCHEDUE 80 PVC FOR UTIITY SERVICE ENTRANCE WITH 90 DEGREE STUB 3" SCHEDUE 80 PVC FOR SERVICE ENTRANCE 90 DEG STUB OUT OF CONCRETE SAB " CONDUIT 8"X8"X36" WIREWAY WITH SCREW COVER PUNCH AND CAUK A CONDUIT ENTRIES. 1" EGS (TYP) 1" EG grass grade STUB CONDUIT INSIDE ENCOSURE 1" CONDUIT TO PU BOX #3 1/"X8" ANCHOR BOTS (3 PER EG) Although every effort has been made in preparing these plans and checking them for accuracy, the contractor and subcontractors must check all details and dimensions of ITEM their trade and be responsible for the same. DATE Drawn by: JAJ NEW 5'X8' CONCRETE PAD 8" THICK POURED FUSH WITH GRADE INSIDE VIEW BACK VIEW SIDE VIEW PUBIC WORKS PROJECT #: 80 SHEET TITE: EECTRICA PAN SHEET NUMBER: GENERA NOTES: 1) CONTRACTOR TO ARRANGE EQUIPMENT TO AOW MAXIMUM SPACE INSIDE ENCOSURE FOR FUTURE COMPONENT INSTAATION. E-3
13 CO SAN Engineering [A] Better Experience E WISDOT (EASED TO W SOR) WISDOT (EASED TO W SOR) 5400 King James Way Suite 00 Madison, Wi (608) Office KIOSK PAD Graphical Scale 0 50 ft N PROJECT: BOAT AUNCH PARKING OT W OODW ARD DRIVE 1101 WOODWARD DR MADISON, WI SHERIDAN DR Although every effort has been made in preparing these plans and checking them for accuracy, the contractor and subcontractors must check all details and dimensions of their trade and be responsible for the same. ITEM DATE Drawn by: xx-xx-xxxx Approved by: xx-xx-xxxx PUBIC WORKS PROJECT #: 80 SHEET TITE: FARW E DR IGHTING PAN IUMINATION CONTOURS 4FT ABOVE GROUND SHEET NUMBER: X APROX DIREC E-4 X-X $FIE$
14 CO SAN Engineering [A] Better Experience E 0. WISDOT (EASED TO W SOR) WISDOT (EASED TO W SOR) 5400 King James Way Suite 00 Madison, Wi (608) Office KIOSK PAD Graphical Scale 0 50 ft N PROJECT: 0. BOAT AUNCH PARKING OT W OODW ARD DRIVE WOODWARD DR MADISON, WI SHERIDAN DR Although every effort has been made in preparing these plans and checking them for accuracy, the contractor and subcontractors must check all details and dimensions of their trade and be responsible for the same. ITEM DATE Drawn by: xx-xx-xxxx Approved by: xx-xx-xxxx PUBIC WORKS PROJECT #: 80 SHEET TITE: FARW E DR IGHTING PAN IUMINATION CONTOURS AT GROUND EVE 0. SHEET NUMBER: X APROX DIREC 0. E-5 X-X $FIE$
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