THIS PROJECT TO BE LET TO CONTRACT WITH FINANCIAL PROJECT ID 3875-3-5-0 CHIPLEY 0 95 75 TALLAHASSEE PENSACOLA CONTRACT PLANS JACKSONVILLE 0 FORT WALTON BEACH 95 PANAMA CITY CITY ST AUGUSTINE GAINESVILLE LOCATION OF PROJECT OCALA L- KEY DAYTONA BEACH DELAND FINANCIAL PROJECT ID 3875--5-0 ORLANDO L- SIGNATURE L-3 - L-4 TABULATION OF QUANTITIES L-5 GENERAL NOTES L-6 - L-7 POLE DATA AND LEGEND L-8 - L-0 PROJECT LAYOUT L- - L-8 LIGHTING PLAN L-9 UNDERDECK LIGHTING DETAILS L-30 SERVICE POINT DETAIL NEW PORT RICHEY 4 R LAND T ID U R A' BARTOW N S P IK TAMPA ST PETERSBURG 75 SARASOTA - STATE ROAD 46 BEACH LINE EXPRESSWAY MELBOURNE COCOA F L O 75 COUNTY (30) 4 E FT PIERCE 75 BRADENTON 95 WEST PALM BEACH FT MYERS LIGHTING PLANS 75 NAPLES FT LAUDERDALE 75 MIAMI KEY WEST LIGHTING PLANS ENGINEER OF RECORD: P.E. 4664 ORLANDO, FLORIDA 380 CONTRACT : C986 VENDOR ID.: F59-347344 CERTIFICATE OF AUTHORIZATION : 7865 FDOT PROJECT MANAGER: CATALINA CHACON, P.E. CONSTRUCTION AHinkle 3//07 5:30:56 PM FISCAL CONTRACT YEAR T5589 7 H:\.9\\Cadd\387550\lighting\KEYSLT0.dgn L- THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. INDEX OF LIGHTING PLANS
THIS DOCUMENT HAS BEEN DIGITALLY THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: SIGNED AND SEALED BY: LICENSE SCOTT G.HORLANDER No 4664 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. JOHN K.STERRETT LICENSE No 5547 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THIS SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS. THIS SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS. PRO FESS OI NALENG STATE OF FLO RID A NI EER PRO FESS OI NALENG STATE OF FLO RID A NI EER ORLANDO, FLORIDA 380 ORLANDO, FLORIDA 380 4664 JOHN K. STERRETT, P.E. 5547 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING S IN ACCORDANCE WITH RULE 6G5-3.004, F.A.C. THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING S IN ACCORDANCE WITH RULE 6G5-3.004, F.A.C. LIGHTING PLANS LIGHTING PLANS L- L- L-3 - L-4 L-5 L-6 - L-7 L-8 - L-0 L- - L-8 L-9 KEY SIGNATURE TABULATION OF QUANTITIES GENERAL NOTES POLE DATA AND LEGEND PROJECT LAYOUT LIGHTING PLAN UNDERDECK LIGHTING DETAILS L- L-30 SIGNATURE SERVICE POINT DETAIL P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID SIGNATURE 3875--5-0 L- AHinkle 3//07 5:30: PM H:\.9\\Cadd\387550\lighting\SIGNLT0.DGN
TABULATION OF QUANTITIES PAY ITEM UNIT NUMBERS L- L- L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-0 PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL 630-- CONDUIT, F&I, OPEN TRENCH LF 93 670 79 57 465 40 400 3 303 400 440 630-- CONDUIT, F&I, DIRECTIONAL BORE LF 94 - - 78 - - - 90 97 8 54 630--5 CONDUIT, F&I, BRIDGE MOUNT LF - 80-0 - - - - - - 00 635-- PULL & SPLICE BOX, F&I, 3"X4 EA 8 34 6 9 9 6 6 7 7 8 00 75-- LIGHTING CONDUCTORS, F&I, INSULATED, 8 TO 6 LF 3480 499 589 5738 3740 688 90 45 4680 4977 845 75--3 LIGHTING CONDUCTORS, F&I, INSULATED, 4 TO LF - 4663 46 4536 4778 449 730 - - 584 75-4-033 LIGHT POLE COMPLETE, F&I, SPECIAL FOUNDATION, EA - 4 3 3 - - - - - W.S. 0, ' 75-4-33 LIGHT POLE COMPLETE, F&I, W.S. 0, ' EA 4 3 5 4 7 6 6 5 6 7 63 75-7- LOAD CENTER, F&I, SECONDARY VOLTAGE EA - - - - - - - - - 75--5 LUMINAIRE, F&I, UNDER DECK, WALL MOUNT EA - 4 - - - - - - - 5 75- LIGHTING, INSIDE BOX GIRDER LS - - - - - - - - - 75-0- POLE CABLE DISTRIBUTION SYSTEM, CONVENTIONAL EA 4 4 5 4 7 6 6 5 6 7 64 75-0-3 POLE CABLE DISTRIBUTION SYSTEM, WALL MOUNT EA - 4 3 3 - - 75-56-5 LIGHT POLE COMPLETE, SPECIAL DESIGN, F&I, POLE EA - - - - - - - - - TOP MOUNT, ALUMINUM, 5' TOTAL THIS GRAND TOTAL REF. THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID TABULATION OF QUANTITIES 3875--5-0 L-3 $USER$ $$ $TIME$ $FILE$
TABULATION OF QUANTITIES PAY ITEM UNIT NUMBERS L- L- L-3 L-4 L-5 L-6 L-7 L-8 PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL 630-- CONDUIT, F&I, OPEN TRENCH LF 70 400 360 966 606 34 400 789 05 455 630-- CONDUIT, F&I, DIRECTIONAL BORE LF - - - - - 8 - - 8 63 630--5 CONDUIT, F&I, BRIDGE MOUNT LF - - - - - - - - 00 635-- PULL & SPLICE BOX, F&I, 3"X4 EA 8 6 0 9 7 5 58 58 75-- LIGHTING CONDUCTORS, F&I, INSULATED, 8 TO 6 LF 906 4776 45 887 554 488 4704 679 36780 8765 75--3 LIGHTING CONDUCTORS, F&I, INSULATED, 4 TO LF - - - - - - - - 584 75-4-033 LIGHT POLE COMPLETE, F&I, SPECIAL FOUNDATION, EA - - - - - - W.S. 0, ' 75-4-33 LIGHT POLE COMPLETE, F&I, W.S. 0, ' EA 7 6 8 9 7 7 5 5 4 75-7- LOAD CENTER, F&I, SECONDARY VOLTAGE EA - - - - - - - - 75--5 LUMINAIRE, F&I, UNDER DECK, WALL MOUNT EA - - - - - - - - 5 75- LIGHTING, INSIDE BOX GIRDER LS - - - - - - - - 75-0- POLE CABLE DISTRIBUTION SYSTEM, CONVENTIONAL EA 8 6 9 7 7 5 55 9 75-0-3 POLE CABLE DISTRIBUTION SYSTEM, WALL MOUNT EA - - - - - - - 75-56-5 LIGHT POLE COMPLETE, SPECIAL DESIGN, F&I, POLE EA - - - 3 - - - - 3 4 TOP MOUNT, ALUMINUM, 5' TOTAL THIS GRAND TOTAL REF. THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID TABULATION OF QUANTITIES 3875--5-0 L-4 AHinkle /30/07 3:9:49 PM H:\.9\\Cadd\387550\lighting\TABQLT0.dgn
GENERAL NOTES. UTILITY OWNERS: UTILITY AGENCY/OWNERS: CENTURYLINK CITY OF MOUNT DORA - WATER/SEWER CITY OF MOUNT DORA - ELECTRIC CITY OF LEESBURG - FIBER OPTIC COMCAST COMMUNICATIONS DUKE ENERGY - DISTRIBUTION DUKE ENERGY - TRANSMISSION TECO/PEOPLES GAS CONTACT: WADE RICH JOHN PETERS CHARLES REVELL JIMMY FEAGLE SCOTT OSEBOLD MIKE EDKIN ED BURKOT BRUCE STOUT TELEPHONE NUMBER: 407-88-8383 35-735-75 35-735-755 35-435-9440 35-35-857 407-94-9553 407-94-9453 407-40-678. ALL POLES MOUNTED ON BRIDGES OR WALLS SHALL HAVE HANDHOLES FACING THE TRAFFIC LANE. HANDHOLES SHALL BE POSITIONED ONE (.0) FOOT ABOVE THE TOP OF THE WALL. 3. VERIFY POLE LENGTHS REQUIRED PER THE ROADWAY CROSS SECTIONS AND OFFSETS IN ORDER TO ACHIEVE THE PROPER MOUNTING HEIGHT FOR EACH LUMINAIRE. THIS VERIFICATION SHALL OCCUR PRIOR TO THE SUBMISSION OF SHOP DRAWINGS. MOUNTING HEIGHTS ARE DETERMINED FROM THE BOTTOM OF THE LUMINAIRE HOUSING VERTICALLY TO PAVEMENT GRADE. 4. REFERENCE THE BRIDGE STRUCTURAL PLANS FOR THE EMBEDDED ELECTRICAL ITEMS: CONDUIT, PULL BOX, JUNCTION BOX AND THEIR LOCATIONS. 5. ALL SPLICES SHALL BE MADE IN PULL BOXES ONLY WITH COMPRESSION SLEEVES OR SPLIT BOLT CONNECTORS, PROPERLY TAPED AND WATERPROOFED. 6. 7. SPLICES AND CONNECTIONS MADE IN PULL BOXES SHALL BE LIMITED TO THE SERVICE POINT AND CONDUIT JUNCTION WITH MULTI-DIRECTIONAL CONDUITS AS INDICATED ON PLANS. THE CONNECTION MADE AT THESE POINTS SHOULD BE PROPERLY TAPED AND HEAT SHRINK TUBES OR CAPS SHALL BE USED TO WATERPROOF THESE CONNECTIONS. CONTRACTOR TO PROVIDE MAINTENANCE LIGHTING FOR BOX GIRDERS. THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID GENERAL NOTES 3875--5-0 L-5 AHinkle 3//07 5:9:34 PM H:\.9\\Cadd\387550\lighting\GNNTLT0.dgn
POLE CIRCUI T STATION POLE DATA DIST. OR ARM LUMINAIRE WATTAGE MOUNTIN G HEIGHT POLE SETBACK PAY ITEM A-3 5+35 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 A- 7+7 LT, N/A 367 '.0' FROM BOS 75-4-33 3 A-3 9+5 RT, N/A 367 ' 4.0' FROM EOTL 75-4-33 4 A- 30+98 LT, N/A 367 ' 4.0' FROM EOTL 75-4-33 5 A-3 3+68 RT, N/A 367 ' 4.0' FROM EOTL 75-4-33 6 A-3 33+94 RT, N/A 367 ' 4.0' FROM EOTL 75-4-33 7 A- 33+9 LT, N/A 367 ' 4.0' FROM EOTL 75-4-33 CONVENTIONAL LIGHTING CONVENTIONAL LIGHTING DESIGN CRITERIA FOR DESIGN CRITERIA FOR SIGNALIZED INTERSECTION SIDEWALKS AND ROADWAY (URBAN 3 TO 5 DESIGNATION) Illumination Level Average Initial Foot Candle.5 Horizontal Foot Candle Illumination Level Average 3.0 Horizontal Foot Candle Initial Foot Candle.3 Horizontal Foot Candle Target Uniformity Ratio Avg./Min. Max./Min. Veiling Luminance 0: Or Less 0.3: Or Less 4: Or Less Max./Min. Veiling Luminance Uniformity Ratio Avg./Min. 0: Or Less (H.F.C.) 0.3: Or Less (H.F.C.) 4: Or Less (H.F.C.) Wind Speed 0 MPH Wind Speed 0 MPH SIGN LIGHTING DESIGN CRITERIA Ambient Luminance Medium & High Average Initial Intensity 5-35 Foot Candles Uniformity Ratio Max./Min. 6: Or Less LEGEND 8 A-3 34+58 RT, N/A 367 ' 4.0' FROM FOC 75-4-33 9 A-5 36+54 RT, N/A 367 ' 4.0' FROM FOC 75-4-33 SYMBOLS 0 A-5 37+46 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 A-6 305+7 RT, RAMP YY N/A 367 '.0' FROM BOS 75-4-33 A-5 39+0 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 367 watt LED luminaire designed for medium type II distribution (B4-U3-G5) wired for 480 volt operation. Pole top mounted luminaire with mounting height of ft. Use Holophane test number LTL477P. Symbol includes pole, fixture, concrete slab or pedestal, pull box, foundation and PCDS. Pull box and PCDS paid for separately. 3 A-6 303+40 RT, RAMP YY N/A 367 '.0' FROM BOS 75-4-33 4 A-5 4+87 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 5 A-6 300+39 RT, RAMP YY N/A 367 '.0' FROM BOS 75-4-33 6 A-5 44+70 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 7 A-6 46+34 LT, N/A 367 '.0' FROM BOS 75-4-33 8 A-5 47+5 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 9 A-6 49+7 LT, N/A 367 '.0' FROM BOS 75-4-33 0 A-5 +44 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 A-6 5+09 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 A-5 53+40 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 3 A-6 54+94 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 4 A-6 56+49 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 5 A-6 58+5 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 6 A-6 60+4 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 7 A-5 6+60 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 8 A-6 6+99 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 9 A-5 64+38 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 30 A-6 65+56 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 3 A-7 67+08 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 3 A-8 68+00 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 33 A-7 69+68 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 34 A-8 70+48 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 35 A-7 7+35 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 36 A-8 7+5 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 37 A-8 74+ LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 38 A-7 74+69 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 39 A-8 76+39 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 40 A-7 77+4 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 4 A-8 78+93 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 4 A-7 80+07 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 43 A-8 8+54 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 44 A-7 8+9 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 45 A-8 83+98 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 46 A-7 84+84 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 47 A-8 86+48 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 48 A-7 87+39 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 REQUIRES DEEPER FOUNDATION. SEE INDEX 755 FOR MORE INFORMATION. EOTL: BOS: FOGW: FOC: 04 watt LED luminaire, wall/peir mount designed for short type IV distribution (B-U0-G) wired for 480 volt operation. Use GE test # 456854. Symbol includes luminaire, pull box, RGS conduit and all required mounting hardware. RGS conduit and pull box paid for separately. 66 watt LED luminaire designed for medium type III distribution (B-U3-G3) wired for 480 volt operation. Pole top mounted luminaire with mounting height of 3 ft. Use Sternberg Lighting test number S770. Symbol includes pole, fixture, concrete slab, pull box, foundation and PCDS. Pull box and PCDS paid for separately. Existing pole and luminaire to be removed, by others. Existing pole and luminaire to remain. Lighting pull box. Embedded lighting pull box. Paid for with the traffic railing. Concrete Pole. Lighting Load Center. Open trench conduit with conductors inside (conductor size as shown on the plan sheets). Run one () copper bond conductor (green insulation) inside conduit with other conductors. Directional bore conduit with conductors inside (conductor size as shown on the plan sheets). Run one () copper bond conductor (green insulation) inside conduit with other conductors. Embedded conduit in barrier wall with conductors inside (conductor size as shown on the plan sheets). Run one () copper bond conductor (green insulation) inside conduit with other conductors. Cost of conduit to be included with barrier wall. " rigid galvanized steel (RGS) conduit mounted on bridge pier or wall with conductors inside (conductor size as shown on the plan sheets). Run one () copper bond conductor (green insulation) inside conduit with other conductors. Edge of Travel Lane Back of Sidewalk Face of Gravity Wall Face of Curb SIGN LIGHTING GUIDE CIRCUIT STATION ARM SIGN LENGTH LUMINAIRE WATTAGE TILT OHC- A-6 43+60 LT, 5' () 08 N/A Overhead sign lighting shall be equivalent to 08 Watt Holophane Sign Vue LED II (Curve Number 496P). THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID 3875--5-0 POLE DATA AND LEGEND L-6 $USER$ $$ $TIME$ $FILE$
POLE DATA POLE CIRCUI T STATION DIST. OR ARM LUMINAIR E WATTAGE MOUNTING HEIGHT POLE SETBACK PAY ITEM 49 A-8 89+03 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 96 A-4 468+67 RT, N/A 367 '.0' FROM BOS 75-4-33 A-7 89+94 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 97 A- 470+ LT, N/A 367 '.0' FROM BOS 75-4-33 57 A-3 48+49 LT, N/A 367 ' 6.0' FROM FOGW 75-4-033 3 04 A-4 476+95 RT, N/A 367 '.0' FROM BOS 75-4-33 POLE CIRCUI T STATION DIST. OR ARM LUMINAIR E WATTAGE MOUNTING HEIGHT POLE SETBACK 5 A-8 9+63 LT, N/A 367 '.0' FROM BOS 75-4-33 98 A-4 470+6 RT, N/A 367 '.0' FROM BOS 75-4-33 5 A-7 9+34 RT, N/A 367 '.0' FROM BOS 75-4-33 99 A-4 47+3 RT, N/A 367 '.0' FROM BOS 75-4-33 53 A-8 94+00 LT, N/A 367 '.0' FROM BOS 75-4-33 00 A- 47+40 LT, N/A 367 '.0' FROM BOS 75-4-33 54 A-7 94+75 RT, N/A 367 ' 4.0' FROM BOS 75-4-33 0 A- 474+7 LT, N/A 367 '.0' FROM BOS 75-4-33 55 A-3 46+44 LT, N/A 367 ' 9.0' FROM EOTL 75-4-33 0 A-4 474+ RT, N/A 367 '.0' FROM BOS 75-4-33 56 A-3 46+47 RT, N/A 367 ' 3.0' FROM EOTL 75-4-33 03 A- 476+6 LT, N/A 367 '.0' FROM BOS 75-4-33 58 A-3 48+49 RT, N/A 367 '.0' FROM BOS 75-4-33 05 A- 478+5 LT, N/A 367 '.0' FROM BOS 75-4-33 59 A-3 430+59 LT, N/A 367 '.0' FROM BOS 75-4-33 06 A- 99+9 RT, N/A 367 ' 4.0' FROM EOTL 75-4-33 60 A-3 430+66 RT, N/A 367 '.0' FROM BOS 75-4-33 07 A- 00+89 RT, N/A 367 ' 4.0' FROM EOTL 75-4-33 6 A-3 43+69 LT, N/A 367 '.0' FROM BOS 75-4-33 08 A- 0+49 RT, N/A 367 ' 4.0' FROM EOTL 75-4-33 PAY ITEM 6 A-3 43+69 RT, N/A 367 '.0' FROM BOS 75-4-33 09 A- 03+99 RT, N/A 367 ' 4.0' FROM EOTL 75-4-33 63 A-3 434+74 LT, N/A 367 '.0' FROM BOS 75-4-33 0 A- 05+93 RT, N/A 367 ' 8.0' FROM EOTL 75-4-33 64 A-3 434+79 RT, N/A 367 '.0' FROM BOS 75-4-33 A- 07+95 RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 65 A-3 436+79 LT, N/A 367 '.0' FROM BOS 75-4-33 A- 0+ RT, N/A 367 ' 0.0' FROM EOTL 75-4-33 66 A-3 436+94 RT, N/A 367 '.0' FROM BOS 75-4-33 3 A- +47 RT, N/A 367 ' COPING MOUNT 75-4-033 67 A-3 438+84 LT, N/A 367 '.0' FROM BOS 75-4-33 4 A- 4+33 RT, N/A 367 ' COPING MOUNT 75-4-033 68 A-3 439+33 RT, N/A 367 '.0' FROM BOS 75-4-33 5 A- 6+04 RT, N/A 367 ' BRIDGE MOUNT 75-4-033 69 A-3 440+74 LT, N/A 367 '.0' FROM BOS 75-4-33 6 A- 8+9 RT, N/A 367 ' BRIDGE MOUNT 75-4-033 70 A-3 44+5 RT, N/A 367 '.0' FROM BOS 75-4-33 7 A- 9+90 RT, N/A 367 ' COPING MOUNT 75-4-033 7 A-3 44+6 RT, N/A 367 '.0' FROM BOS 75-4-33 8 A- +08 RT, N/A 367 ' COPING MOUNT 75-4-033 7 A-3 44+44 LT, N/A 367 '.0' FROM BOS 75-4-33 9 A- 4+49 RT, N/A 367 ' COPING MOUNT 75-4-033 73 A-4 444+8 RT, N/A 367 '.0' FROM BOS 75-4-33 0 A- 6+78 RT, N/A 367 ' COPING MOUNT 75-4-033 74 A-4 444+6 RT, RAMP YY N/A 367 ' 4.0' FROM EOTL 75-4-33 A- 8+69 RT, N/A 367 ' COPING MOUNT 75-4-033 75 A-4 307+9 RT, RAMP YY N/A 367 ' 4.0' FROM EOTL 75-4-33 A- 30+97 RT, N/A 367 ' COPING MOUNT 75-4-033 76 A- 445+8 LT, N/A 367 ' 4.0' FROM EOTL 75-4-33 3 A- 33+33 RT, N/A 367 ' COPING MOUNT 75-4-033 77 A-4 308+9 RT, RAMP YY N/A 367 ' 4.0' FROM EOTL 75-4-33 4 A- 35+75 RT, N/A 367 ' COPING MOUNT 75-4-033 78 A- 447+53 LT, N/A 367 ' 4.0' FROM EOTL 75-4-33 5 A-5 38+4 RT, N/A 367 '.0' FROM BOS 75-4-33 79 A-4 3+08 RT, RAMP YY N/A 367 ' 3.0' FROM EOTL 75-4-33 6 A-5 39+69 RT, N/A 367 '.0' FROM BOS 75-4-33 80 A- 449+78 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 7 A-5 4+9 RT, N/A 367 '.0' FROM BOS 75-4-33 8 A-4 4+87 RT, N/A 367 '.0' FROM BOS 75-4-33 U.D. A-4 4+8 LT, N/A 04 7.5' WALL MOUNT, CENTERED 75--5 8 A- 45+03 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 U.D. A-4 5+93 LT, N/A 04 7.5' PEIR MOUNT 75--5 83 A-4 453+9 RT, N/A 367 '.0' FROM BOS 75-4-33 U.D. 3 A-4 5+99 LT, N/A 04 7.5' PEIR MOUNT 75--5 84 A- 454+36 LT, N/A 367 ' 0.0' FROM EOTL 75-4-33 U.D. 4 A-5 8+4 LT, N/A 04 7.5' PEIR MOUNT 75--5 85 A-4 455+47 RT, N/A 367 '.0' FROM BOS 75-4-33 U.D. 5 A-5 9+98 LT, N/A 04 6.5' WALL MOUNT, CENTERED 75--5 86 A-4 457+09 RT, N/A 367 '.0' FROM BOS 75-4-33 PED A-4 307+3 RT, RAMP YY N/A 66 3.0' 5.0' FROM BOS 75-56-5 87 A-4 459+ RT, N/A 367 '.0' FROM BOS 75-4-33 PED A-4 308+80 RT, RAMP YY N/A 66 3.0' 5.0' FROM BOS 75-56-5 88 A-4 460+8 RT, N/A 367 '.0' FROM BOS 75-4-33 PED 3 A-4 309+69 RT, RAMP YY N/A 66 3.0' 5.0' FROM BOS 75-56-5 89 A- 46+74 LT, N/A 367 '.0' FROM BOS 75-4-33 PED 4 A-4 30+6 RT, RAMP YY N/A 66 3.0' 5.0' FROM BOS 75-56-5 90 A-4 46+79 RT, N/A 367 '.0' FROM BOS 75-4-33 9 A- 464+65 LT, N/A 367 '.0' FROM BOS 75-4-33 9 A-4 464+97 RT, N/A 367 '.0' FROM BOS 75-4-33 93 A-4 466+57 RT, N/A 367 '.0' FROM BOS 75-4-33 94 A- 466+80 LT, N/A 367 '.0' FROM BOS 75-4-33 95 A- 468+60 LT, N/A 367 '.0' FROM BOS 75-4-33 REQUIRES DEEPER FOUNDATION. SEE INDEX 755 FOR MORE INFORMATION. SEE INDEX 600 AND 00 LIGHT POLE PEDESTAL DETAILS FOR MORE INFORMATION. 3 REQUIRES 3' FOUNDATION. THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID 3875--5-0 POLE DATA AND LEGEND L-7 $USER$ $$ $TIME$ $FILE$
0 0 0 0 305 MATCHLINE STA. 45+60.00 SEE PROJECT LAYOUT (3) STA. 33+00.00 L-5 STA. 0+00.00 PINECREST RD.= STA. 8+5.3 GROVELAND RD. STA. 0+00.00 GROVELAND RD.= STA. 5+07. BEGIN PROJECT STA. 4+70 STANLEY BELL DR. STA. 0+00.00 STANLEY BELL DR.= STA. 3+44.56 PINECREST RD. L- 0 5 30 L-4 RAMP YY STA. 4+4.80 VERANDA WAY RAMP YY L- L-3 45 STA. 0+00.00 VERANDA WAY= STA. 47+8.86 L-4 35 55 55 30 35 30 STA. 0+00.00 POND ROAD= 40 40 M ATCHLINE STA. 59+00.00 SEE PROJECT LAYOUT () SURVEY 0 N 60 300 0 5 30 35 40 5 0 5 40 SURVEY L-3 BEGIN LIGHTING STA. 5+34.86 STA. +00.00 STA. 35+74.0, 0.00' (LT) AH. CURRIN BLVD.= SURVEY = STA. 7+57.80 STA. 9+99.97,.08' (LT) BK. CURRIN BLVD. SURVEY STA. 4+54.89, 0.00' (RT) STA. 443+75.3 SURVEY = = STA. 0+09.98, 0.40' (RT) STA. 35+55.8 L- 430 435 440 445 4 0 MATCHLINE STA. 47+80.00 300 5 45 PI STA. 48+08.96 STA. 47+8.3 POND ROAD STA. 300+00.00 RAMP YY STA. 43+59.53 MATCHLINE STA. 47+80.00 L- 40 45 BEGIN LIGHTING STA. 46+44.00 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID PROJECT LAYOUT () 3875--5-0 L-8 /6/07 :9:46 PM H:\.9\\Cadd\387550\lighting\cnpllt0.dgn
SABASTIAN STREET N STA. +00.00 0 60 300 SABASTIAN ST.= STA. 75+.57 END LIGHTING STA. 94+75.4 SURVEY 5 M ATCHLINE STA. 59+00.00 SEE PROJECT LAYOUT () 60 60 L-6 65 65 70 70 STA. 44+8.3, 0.00' (RT) = STA. 6+54.53, 47.00' (RT) L-7 75 75 SURVEY L-8 L-9 L-0 80 85 90 95 80 85 90 95 VISTA VIEW STA. 5+00.00 VISTA VIEW= STA. 9+7.67 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID PROJECT LAYOUT () 3875--5-0 L-9 /6/07 :9:46 PM H:\.9\\Cadd\387550\lighting\cnpllt0.dgn
N 0 60 300 STA. 00+00.00, 0.00' (RT) = STA. 460+00.00, 63.00' (LT) END LIGHTING STA. 478+5.4 MATCHLINE STA. 45+60.00 SEE PROJECT LAYOUT () 455 L-5 460 00 05 30 35 L-6 465 470 475 480 L-7 L-8 STA. 30+00.00 NATOMA BLVD.= STA. 463+99.85 NATOMA BLVD. THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID PROJECT LAYOUT (3) 3875--5-0 L-0 /6/07 :9:46 PM H:\.9\\Cadd\387550\lighting\cnpllt03.dgn
0 GRO VELAND RD. PINECREST RD. 5 6 7 8 9 30 3 POLE, CKT. A-3 STA. 5+35 END CKT. A-3 GROVELAND RD. BEGIN LIGHTING STA. 5+34.86 POLE, CKT. A- STA. 7+7 END CKT. A- CURRIN BLVD. 0 CURRIN BLVD. 0 PINECREST RD. POLE 3, CKT. A-3 STA. 9+5 N STANLEY BELL DR. POLE 4, CKT. A- STA. 30+98 0 0 LA 0 STANLEY BELL DR. M ATCHLINE STA. 3+60.00 SEE LIGHTING PLAN () THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN () 3875--5-0 L- /7/07 3:40:34 PM H:\.9\\Cadd\387550\lighting\planlt0.dgn
NOTES:. CITY OF MOUNT DORA WILL INSTALL CONDUIT & CONDUCTORS FROM SERVICE POLE INTO PULL BOX AND MAKE FINAL CONNECTIONS. PULL BOX TO BE INSTALLED BY LIGHTING CONTRACTOR.. U.D., U.D. & UD. 3 RISER SHALL BE: & 3. U.D. 4 RISER SHALL BE: & MATCHLINE STA. 4+0.00 SEE LIGHTING PLAN (4) () #6 - CKT. A- MATCHLINE STA. 446+00.00 SEE LIGHTING PLAN (4) 446 LA DEDICATED CKT. FOR BOX GIRDER MAINTENANCE LIGHTING (CKT. BGL) ELECTRICAL SERVICE POINT (SEE NOTE, THIS ) CONCRETE POLE DETAIL N.T.S. LOAD CENTER 'A' STA. 3+74 LT. A () #6 - CKT. A- POLE 4, CKT. A- STA. 4+33 U.D., CKT. A-4 STA. 4+8 (SEE NOTE, THIS ) () #6 - CKT. A- POLE 76, CKT. A- STA. 445+8 SEE BRIDGE MAINTENANCE LIGHTING PLAN IN STRUCTURAL PLANS FOR ADDITIONAL DETAILS. 5 307 44 443 444 445 446 SR 0 308 PED, CKT. A-4 STA. 307+3 RAMP YY POLE 75, CKT. A-4 STA. 307+9 RAMP YY N POLE, CKT. A-6 STA. 305+7 RAMP YY M ATCHLINE STA. 3+60.00 SEE LIGHTING PLAN () A 3 RUNS W/ () " CONDUIT W/ () " CONDUIT W/ () # - GROUND () " CONDUIT W/ LA 6 3 33 34 35 36 37 38 POLE 5, CKT. A-3 STA. 3+68 B RUNS W/ () " CONDUIT W/ () #6 - CKT. A- () " CONDUIT W/ () #6 - CKT. A- () #6 - CKT. BGL LOAD CENTER 'A' (SEE DETAIL, THIS ) LA POLE 7, CKT. A- STA. 33+9 POLE 6, CKT. A-3 STA. 33+94 LOAD CENTER 'A' INFORMATION: MAIN CIRCUIT BREAKER: P - 00A 40/480 V, SINGLE PHASE, 3 WIRE SERVICE CKT. A- = 40A CKT. A- = 40A CKT. A-3 = 40A CKT. A-4 = 40A CKT. A-5 = 40A CKT. A-6 = 40A CKT. A-7 = 40A CKT. A-8 = 40A A POLE 5, CKT. A- STA. 6+04 () # - GROUND POLE 8, CKT. A-3 STA. 34+58 () # - GROUND B POLE 7, CKT. A-3 STA. 44+44 () #6 - CKT. A- () # - GROUND U.D. CKT. A-4 STA. 5+93, 6' LT. (SEE NOTE, THIS ) U.D. 3, CKT. A-4 STA. 5+99, 6' LT. (SEE NOTE, THIS ) 7 POLE 73, CKT. A-4 STA. 444+8 U.D. 4, CKT. A-5 STA. 8+4, 7' LT. (SEE NOTE 3, THIS ) 8 MATCHLINE STA. 44+60.00 SEE LIGHTING PLAN (3) 307 RAMP YY POLE 9, CKT. A-5 STA. 36+54 9 () # - GROUND POLE 6, CKT. A- STA. 8+9 POLE 7, CKT. A-3 STA. 44+6 306 306 POLE 74, CKT. A-4 STA. 444+6 () #6 - CKT. A- 0 0 RAMP YY POLE 0, CKT. A-5 STA. 37+46 () # - GROUND 0 LA LA 305 305 POLE 7, CKT. A- STA. 9+90 () #6 - CKT. A- M ATCHLINE STA. 0+60.00 M ATCHLINE STA. 38+60.00 SEE LIGHTING PLAN (3) SEE LIGHTING PLAN (3) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID 3875--5-0 LIGHTING PLAN () L- /7/07 3:4:3 PM H:\.9\\Cadd\387550\lighting\planlt0.dgn
N VERANDA WAY SIGN LIGHTING PER INDEX 75 (CKT. A-6) OHC-, STA. 43+60 LT. POLE 3, CKT. A-6 STA. 303+40 RAMP YY POLE 5, CKT. A-6 STA. 300+39 RAMP YY TCE SEE LIGHTING PLAN () M ATCHLINE STA. 0+60.00 SEE LIGHTING PLAN () M ATCHLINE STA. 38+60.00 303 304 304 39 40 () # - GROUND RAMP YY POLE, CKT. A-5 STA. 39+0 () #6 - CKT. A- () # - GROUND 303 30 30 3 4 POLE 8, CKT. A- STA. +08 4 LA () #6 - CKT. A- POLE 4, CKT. A-5 STA. 4+87 RAMP YY 4 30 30 5 43 POLE 9, CKT. A- STA. 4+49 300 300 6 44 () # - GROUND () #6 - CKT. A- POLE 6, CKT. A-5 STA. 44+70 () # - GROUND 0 0 7 M ATCHLINE STA. 45+00.00 45 () #6 - CKT. A- POLE 0, CKT. A- STA. 6+78 SEE LIGHTING PLAN (4) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN (3) 3875--5-0 L-3 /7/07 3:43:7 PM H:\.9\\Cadd\387550\lighting\planlt03.dgn
0 VERANDA WAY N VERANDA WAY TCE 3 TCE POLE 7, CKT. A-6 STA. 46+34 POLE 9, CKT. A-6 STA. 49+7 TCE M ATCHLINE STA. 45+00.00 45 SEE LIGHTING PLAN (3) 8 LA () #6 - CKT. A- () # - GROUND POLE, CKT. A- STA. 8+69 46 9 30 3 3 33 34 PO ND RD. SNS 8 9 0 47 48 49 5 5 POND RD. SNS () #6 - CKT. A- () # - GROUND U.D. 5, CKT. A-5 STA. 9+98 (SEE NOTE, THIS ) POLE 8, CKT. A-5 STA. 47+5 NOTES:. U.D. 5 RISER SHALL BE: POLE, CKT. A- STA. 30+97 () # - GROUND () #6 - CKT. A- POLE 0, CKT. A-5 STA. +44 () # - GROUND LA POLE 3, CKT. A- STA. 33+33 () #6 - CKT. A- 0 0 M ATCHLINE STA. 5+00.00 SEE LIGHTING PLAN (5) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN (4) 3875--5-0 L-4 /7/07 3:45:8 PM H:\.9\\Cadd\387550\lighting\planlt04.dgn
N POLE, CKT. A-6 STA. 5+09 TCE POLE 3, CKT. A-6 STA. 54+94 POLE 4, CKT. A-6 STA. 56+49 POLE 5, CKT. A-6 STA. 58+5 M ATCHLINE STA. 5+00.00 SEE LIGHTING PLAN (4) 5 53 54 55 56 57 58 59 () # - GROUND 35 36 37 38 39 40 4 LA POLE 4, CKT. A- STA. 35+75 END CKT. A- () #6 - CKT. A- () # - GROUND POLE, CKT. A-5 STA. 53+40 () # - GROUND POLE 5, CKT. A-5 STA. 38+4 () # - GROUND POLE 6, CKT. A-5 STA. 39+69 () # - GROUND 0 0 LA M ATCHLINE STA. 59+00.00 SEE LIGHTING PLAN (6) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN (5) 3875--5-0 L-5 /7/07 3:46:36 PM H:\.9\\Cadd\387550\lighting\planlt05.dgn
N POLE 6, CKT. A-6 STA. 60+4 POLE 8, CKT. A-6 STA. 6+99 POLE 30, CKT. A-6 STA. 65+56 END CKT. A-6 M ATCHLINE STA. 59+00.00 SEE LIGHTING PLAN (5) 6 59 60 6 4 43 44 LA POLE 7, CKT. A-5 STA. 4+9 () # - GROUND () # - GROUND POLE 7, CKT. A-5 STA. 6+60 63 64 65 () # - GROUND LA POLE 9, CKT. A-5 STA. 64+38 END CKT. A-5 0 0 () # - GROUND 66 M ATCHLINE STA. 66+00.00 SEE LIGHTING PLAN (7) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN (6) 3875--5-0 L-6 $USER$ $$ $TIME$ $FILE$
N POLE 3, CKT. A-8 STA. 68+00 POLE 34, CKT. A-8 STA. 70+48 POLE 36, CKT. A-8 STA. 7+5 M ATCHLINE STA. 66+00.00 SEE LIGHTING PLAN (6) 68 67 66 () # - GROUND LA POLE 3, CKT. A-7 STA. 67+08 69 70 7 7 POLE 33, CKT. A-7 STA. 69+68 POLE 35, CKT. A-7 STA. 7+35 0 0 73 M ATCHLINE STA. 73+00.00 SEE LIGHTING PLAN (8) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN (7) 3875--5-0 L-7 $USER$ $$ $TIME$ $FILE$
4 SABASTIAN ST. N () #6 - CKT. A-8 TCE POLE 39, CKT. A-8 STA. 76+39 POLE 37, CKT. A-8 STA. 74+ 73 74 75 3 SABASTIAN ST. () #6 - CKT. A-8 () #6 - CKT. A-8 () #6 - CKT. A-8 POLE 4, CKT. A-8 STA. 78+93 M ATCHLINE STA. 73+00.00 SEE LIGHTING PLAN (7) POLE 38, CKT. A-7 STA. 74+69 76 77 78 79 80 POLE 40, CKT. A-7 STA. 77+4 0 0 M ATCHLINE STA. 80+00.00 80 SEE LIGHTING PLAN (9) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN (8) 3875--5-0 L-8 /7/07 3:4: PM H:\.9\\Cadd\387550\lighting\planlt08.dgn
N () #6 - CKT. A-8 () #6 - CKT. A-8 POLE 43, CKT. A-8 STA. 8+54 () #6 - CKT. A-8 POLE 45, CKT. A-8 STA. 83+98 () #6 - CKT. A-8 POLE 47, CKT. A-8 STA. 86+48 M ATCHLINE STA. 80+00.00 SEE LIGHTING PLAN (8) 80 8 8 83 84 85 86 87 POLE 4, CKT. A-7 STA. 80+07 POLE 44, CKT. A-7 STA. 8+9 POLE 46, CKT. A-7 STA. 84+84 0 0 M ATCHLINE STA. 87+00.00 SEE LIGHTING PLAN (0) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN (9) 3875--5-0 L-9 /7/07 3:4:6 PM H:\.9\\Cadd\387550\lighting\planlt09.dgn
N () #6 - CKT. A-8 POLE 49, CKT. A-8 STA. 89+03 () #6 - CKT. A-8 POLE 53, CKT. A-8 STA. 94+00 POLE 5, CKT. A-8 () #6 - CKT. A-8 END CKT. A-8 STA. 9+63 M ATCHLINE STA. 87+00.00 SEE LIGHTING PLAN (9) 87 88 89 90 9 9 93 94 POLE 48, CKT. A-7 STA. 87+39 POLE, CKT. A-7 STA. 89+94 M ATCHLINE STA. 94+00.00 94 95 POLE 5, CKT. A-7 STA. 9+34 END LIGHTING STA. 94+75.4 POLE 54, CKT. A-7 STA. 94+75 END CKT. A-7 VISTA VIEW 5 5 VISTA VIEW 0 0 M ATCHLINE STA. 94+00.00 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN (0) 3875--5-0 L-0 /7/07 3:4: PM H:\.9\\Cadd\387550\lighting\planlt0.dgn
N BEGIN LIGHTING STA. 46+44.00 POLE 55, CKT. A-3 STA. 46+44 END CKT. A-3 45 46 47 POLE 56, CKT. A-3 STA. 46+47 END CKT. A-3 SR 0 0 0 M ATCHLINE STA. 47+80.00 SEE LIGHTING PLAN () THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN () 3875--5-0 L- /6/07 :05:38 AM H:\.9\\Cadd\387550\lighting\PLANLT.dgn
N LA POLE 57, CKT. A-3 STA. 48+49 POLE 59, CKT. A-3 STA. 430+59 POLE 6, CKT. A-3 STA. 43+69 POLE 63, CKT. A-3 STA. 434+74 M ATCHLINE STA. 47+80.00 SEE LIGHTING PLAN () 48 49 430 43 43 433 434 POLE 58, CKT. A-3 STA. 48+49 POLE 60, CKT. A-3 STA. 430+66 SR 0 POLE 6, CKT. A-3 STA. 43+69 POLE 64, CKT. A-3 STA. 434+79 0 0 LA M ATCHLINE STA. 434+80.00 SEE LIGHTING PLAN (3) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN () 3875--5-0 L- /6/07 :05:43 AM H:\.9\\Cadd\387550\lighting\PLANLT.dgn
N LA POLE 65, CKT. A-3 STA. 436+79 POLE 67, CKT. A-3 STA. 438+84 POLE 69, CKT. A-3 STA. 440+74 M ATCHLINE STA. 434+80.00 SEE LIGHTING PLAN () 435 436 437 438 439 440 44 POLE 66, CKT. A-3 STA. 436+94 SR 0 LA POLE 68, CKT. A-3 STA. 439+33 POLE 70, CKT. A-3 STA. 44+5 0 0 M ATCHLINE STA. 44+60.00 SEE LIGHTING PLAN () THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN (3) 3875--5-0 L-3 /7/07 3:4:33 PM H:\.9\\Cadd\387550\lighting\planlt3.dgn
LA N M ATCHLINE STA. 4+0.00 SEE LIGHTING PLAN () 4 4 () #6 - CKT. A- POLE 3, CKT. A- STA. +47 3 3 () #6 - CKT. A- () #6 - CKT. A- POLE, CKT. A- STA. 0+ LA () #6 - CKT. A- POLE, CKT. A- STA. 07+95 08 09 0 0 09 08 () #6 - CKT. A- M ATCHLINE STA. 446+00.00 SEE LIGHTING PLAN () 446 447 448 449 4 45 45 309 POLE 77, CKT. A-4 STA. 308+9 RAMP YY PED, CKT. A-4 STA. 308+80 RAMP YY 30 3 3 PED 3, CKT. A-4 STA. 309+69 RAMP YY POLE 78, CKT. A- STA. 447+53 RAMP YY RAMP YY POLE 79, CKT. A-4 STA. 3+08 RAMP YY PED 4, CKT. A-4 STA. 30+6 RAMP YY END CKT. A-4 POLE 80, CKT. A- STA. 449+78 LA SR 0 POLE 8, CKT. A-4 STA. 4+87 POLE 8, CKT. A- STA. 45+03 LA 0 0 M ATCHLINE STA. 45+60.00 SEE LIGHTING PLAN (5) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN (4) 3875--5-0 L-4 /7/07 3:48:8 PM H:\.9\\Cadd\387550\lighting\planlt4.dgn
N LA () #6 - CKT. A- POLE 0, CKT. A- STA. 05+93 POLE 09, CKT. A- STA. 03+99 LA POLE 08, CKT. A- STA. 0+49 POLE 07, CKT. A- STA. 00+89 M ATCHLINE STA. 45+60.00 SEE LIGHTING PLAN (4) 0 0 03 04 05 06 07 07 06 05 04 03 0 0 POLE 84, CKT. A- STA. 454+36 453 POLE 83, CKT. A-4 STA. 453+9 LA 454 455 SR 0 454 455 456 457 458 459 POLE 85, CKT. A-4 STA. 455+47 POLE 86, CKT. A-4 STA. 457+09 457 458 459 POLE 87, CKT. A-4 STA. 459+ 0 0 M ATCHLINE STA. 459+60.00 SEE LIGHTING PLAN (6) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN (5) 3875--5-0 L-5 /7/07 3:4:4 PM H:\.9\\Cadd\387550\lighting\planlt5.dgn
N LA LA POLE 06, CKT. A- STA. 99+9 POLE 89, CKT. A- STA. 46+74 POLE 9, CKT. A- STA. 464+65 LA M ATCHLINE STA. 459+60.00 SEE LIGHTING PLAN (5) 99 00 00 99 460 460 POLE 88, CKT. A-4 STA. 460+8 46 46 463 464 465 466 POLE 90, CKT. A-4 STA. 46+79 SR 0 TCE GAS NATO M A BLVD. 30 3 3 SAN SAN POLE 9, CKT. A-4 STA. 464+97 SNS SR 0 TCE NATOMA BLVD. POLE 93, CKT. A-4 STA. 466+57 0 0 M ATCHLINE STA. 466+60.00 SEE LIGHTING PLAN (7) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN (6) 3875--5-0 L-6 /7/07 3:4:46 PM H:\.9\\Cadd\387550\lighting\planlt6.dgn
M ATCHLINE STA. 466+60.00 SEE LIGHTING PLAN (6) POLE 94, CKT. A- STA. 466+80 467 468 469 470 47 47 473 POLE 95, CKT. A- STA. 468+60 LA POLE 96, CKT. A-4 STA. 468+67 SR 0 POLE 97, CKT. A- STA. 470+ POLE 98, CKT. A-4 STA. 470+6 POLE 00, CKT. A- STA. 47+40 POLE 99, CKT. A-4 STA. 47+3 0 0N M ATCHLINE STA. 473+60.00 SEE LIGHTING PLAN (8) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN (7) 3875--5-0 L-7 /7/07 3:4: PM H:\.9\\Cadd\387550\lighting\planlt7.dgn
N POLE 05, CKT. A- STA. 478+5 END CKT. A- END LIGHTING STA. 478+5.4 POLE 0, CKT. A- STA. 474+7 POLE 03, CKT. A- STA. 476+6 M ATCHLINE STA. 473+60.00 SEE LIGHTING PLAN (7) SR 0 474 475 476 477 478 479 POLE 0, CKT. A-4 STA. 474+ POLE 04, CKT. A-4 STA. 476+95 END CKT. A-4 0 0 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID LIGHTING PLAN (8) 3875--5-0 L-8 /7/07 3:4:54 PM H:\.9\\Cadd\387550\lighting\planlt8.dgn
WALL MOUNTED LUMINAIRE WALL MOUNTED LUMINAIRE ROUTE CONDUIT THROUGH THE JUNCTION BOX JUNCTION BOX BACK WALL TO END BENT MOUNTED JUNCTION BOX EXPANSION/DEFLECTION FITTING AT EACH STRUCTURAL EXPANSION JOINT. PULL BOX MOUNTING HEIGHT (SEE NOTE, THIS ) Exist. Ground ROUTE CONDUIT THROUGH PIER TO JUNCTION BOX EXPANSION/DEFLECTION FITTING AT EACH STRUCTURAL EXPANSION JOINT. MOUNTING HEIGHT (SEE NOTE, THIS ) PULL BOX " CONDUIT WITH CONDUCTORS (CONDUCTOR SIZE SHOWN ON PLAN ) JUNCTION BOX ROUTE CONDUIT THROUGH THE BACK WALL TO END BENT MOUNTED JUNCTION BOX EXPANSION/DEFLECTION FITTING AT EACH STRUCTURAL EXPANSION JOINT. NOTES:.. 3. PULL BOX " CONDUIT WITH CONDUCTORS WALL MOUNTED LUMINAIRE MOUNTING HEIGHT (SEE NOTE, THIS ) Exist. Ground (CONDUCTOR SIZE SHOWN ON PLAN ) " UNDERGROUND CONDUIT WITH CONDUCTORS (CONDUCTOR SIZE SHOWN ON PLAN ) " UNDERGROUND CONDUIT WITH CONDUCTORS (CONDUCTOR SIZE SHOWN ON PLAN ) WALL MOUNTED UNDERDECK FIXTURE N.T.S. DETAIL - (BRIDGE 0095) WALL MOUNTED UNDERDECK FIXTURE N.T.S. DETAIL 3 - (BRIDGE 0094) REFER TO POLE DATA - UNDERDECK LIGHTING TABLE FOR MOUNTING HEIGHTS. SEE SPECIFIC UNDERDECK LIGHTING DETAIL PLAN VIEW FOR CONDUCTOR SIZES AND ADDITIONAL CONDUIT ROUTING DETAILS. ALL SURFACE MOUNTED CONDUIT SHALL BE MOUNTED TO PIERS. THERE SHALL BE NO DRILLING THROUGH BEAMS. FOR SURFACE MOUNTED CONDUIT, PROVIDE EXPANSION/DEFLECTION FITTING AT ALL SUBSTRUCTURE SUPPORTS FOR LATERAL MOVEMENTS IN THE BRIDGE LONGITUDINAL DIRECTION - " MINIMUM. " CONDUIT WITH CONDUCTORS (CONDUCTOR SIZE SHOWN ON PLAN ) JUNCTION BOX " CONDUIT WITH CONDUCTORS (CONDUCTOR SIZE SHOWN ON PLAN ) ROUTE CONDUIT THROUGH PIER TO JUNCTION BOX Exist. Ground (CONDUCTOR SIZE SHOWN ON PLAN ) PULL BOX " UNDERGROUND CONDUIT WITH CONDUCTORS FRONT VIEW WALL MOUNTED LUMINAIRE EXPANSION/DEFLECTION FITTING AT EACH STRUCTURAL EXPANSION JOINT. " UNDERGROUND CONDUIT WITH CONDUCTORS (CONDUCTOR SIZE SHOWN ON PLAN ) PIER MOUNTED UNDERDECK FIXTURE N.T.S. " CONDUIT WITH CONDUCTORS PIER MOUNTED UNDERDECK FIXTURE N.T.S. (CONDUCTOR SIZE SHOWN ON PLAN ) WALL MOUNTED LUMINAIRE " CONDUIT WITH CONDUCTORS (CONDUCTOR SIZE SHOWN ON PLAN ) Exist. Ground BACK VIEW DETAIL - (BRIDGE 0095) MOUNTING HEIGHT (SEE NOTE, THIS ) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. P.E. 4664 ROAD COUNTY FINANCIAL PROJECT ID 3875--5-0 UNDERDECK LIGHTING DETAIL L-9 /6/07 :9:5 PM H:\.9\\Cadd\387550\lighting\ludtlt0.dgn
PANEL 'A' MAINS: 00A.,M. L.O. VOLTAGE: 40/480 3 LOAD CND. WIRE CKT. BKR. CIR. VOLTS-AMPS CIR. CKT. BKR. WIRE CND. LOAD SIZE SIZE AMPS P 0A 0B AMPS P SIZE SIZE A- * 6 40 566 566 " A-3 * 6 40 3 859 859 787 787 40 6 * A- " " A-5 * 6 40 5 88 88 7680 7680 4 40 6 * A-4 " " A-7 * 40 7 45 45 4608 4608 6 40 6 * A-6 " " 45 45 8 40 4 * A-8 " NOTES: *. SEE PLANS. CONTROL PANEL ENCLOSURE SHALL BE NEMA 4X STAINLESS STEEL GROUND MOUNT. 3. THE CITY OF MT. DORA WILL RUN SERVICE WIRE FROM SERVICE POLE TO PULL BOX AT LOAD CENTER. TOTALDEMAND 44,480 TOTALDEMAND 9.7 VA AMPS OF FIXTURES 36 MOUNTING SURFACE MAIN: 35,000 AMPS AIC BRANCH: 8,000 AMPS AIC 4 3 3 3 7 4 5 8 8 9 9 0 0 6 7 5 6 0 0 ONE LINE DIAGRAM SEE INDEX 7736 FOR ADDITIONAL DETAILS 3 4 5 6 7 8 9 0 3 4 5 6 7 KEY NOTES: 40/480V, SINGLE PHASE, 3 WIRE ELECTRIC DISTRIBUTION OVERHEAD SERVICE DROP. BY UTILITY. ELECTRICAL SERVICE POINT. PULL BOX BY CONTRACTOR. LIGHTING METER SOCKET. LIGHTING SERVICE MAIN DISCONNECT. BOX GIRDER MAINTENANCE LIGHTING SERVICE MAIN DISCONNECT. LIGHTING PULL BOX. BOX GIRDER MAINTENANCE LIGHTING PULL BOX. #6 AWG INSULATED COPPER GROUND WIRE IN /" RGS CONDUIT. GROUNDING ELECTRODE. UNDERGROUND FEEDER CONDUIT. MOUNT ON CONCRETE POLE. SERVICE FEEDER (# AWG) IN RGS CONDUIT. MOUNT ON RISER POLE. BY UTILITY. WEATHERHEAD. BY UTILITY. ROADWAY LIGHTING CONTROL PANEL (40/480V SERVICE). SEE INDEX 74, NOTE 5. BOX GIRDER MAINTENANCE LIGHTING MINI POWER CENTER (40/480V SERVICE). SEE INDEX 40 AND MAINTENANCE LIGHTING DETAILS IN STRUCTURE PLANS FOR ONE LINE DIAGRAM. SERVICE FEEDER TO BE TAPPED IN ACCORDANCE WITH NEC 30.46. THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G5-3.004, F.A.C. JOHN K. STERRETT, P.E. P.E. 5547 ROAD COUNTY FINANCIAL PROJECT ID 3875--5-0 SERVICE POINT DETAIL L-30 /6/07 :9:5 PM H:\.9\\Cadd\387550\lighting\srptlt0.dgn