TABLE OF WHITE PAVEMENT LETTERS ITEM ALIGN CL STATION SIDE DESCRIPTION C RT BIKE THROUGH ARROW 1

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WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES, 20 MILS ITEM 685.11 (FT) CL STATION ALIGN FROM TO SIDE DESCRIPTION FACTOR LENGTH (FT) E 18+62 62 18+79.19 RT STOP BAR 6 16.6 99.4 E 18+55 00 20+08.

1 WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES, 20 MILS ITEM (FT) CL STATION ALIGN FROM TO SIDE DESCRIPTION FACTOR LENGTH (FT) E RT STOP BAR E LT B KE LANE DOTTED LINE E LT B KE LANE DOTTED LINE E LT B KE LANE SOLID LINE E LT B KE LANE SOLID LINE G RT B KE LANE DOTTED LINE G RT B KE LANE DOTTED LINE G RT B KE LANE DOTTED LINE G RT B KE LANE DOTTED LINE G CENTER BROKEN LANE L NE C LT B KE LANE DOTTED LINE C LT B KE LANE DOTTED LINE C RT B KE LANE DOTTED LINE C RT B KE LANE DOTTED LINE C RT B KE LANE DOTTED LINE C RT B KE LANE DOTTED LINE C RT STOP BAR I RT SOLID LANE L NE I RT STOP BAR I LT STOP BAR C LT STOP BAR C LT B KE LANE SOL D LINE C LT SOLID LANE L NE C RT B KE LANE SOL D LINE C RT B KE LANE SOL D LINE C RT BIKE LANE DOTTED LINE C RT BIKE LANE DOTTED LINE C RT STOP BAR CR LT/RT STOP BAR CR RT SOLID LANE L NE CR LT SOLID LANE L NE CR LT STOP BAR C LT STOP BAR C LT BIKE LANE DOTTED LINE C LT BIKE LANE DOTTED LINE C RT B KE LANE SOL D LINE C RT B KE LANE SOL D LINE C LT B KE LANE SOL D LINE C RT BIKE LANE DOTTED LINE C RT BIKE LANE DOTTED LINE C RT STOP BAR U LT STOP BAR C LT STOP BAR C LT/RT BIKE LANE DOTTED LINE C LT/RT BIKE LANE DOTTED LINE C LT/RT CROSSWALK I LT/RT CROSSWALK I LT/RT CROSSWALK C LT/RT CROSSWALK C LT/RT CROSSWALK CR LT/RT CROSSWALK CR LT/RT CROSSWALK C LT/RT CROSSWALK C LT/RT CROSSWALK U LT/RT CROSSWALK C LT/RT CROSSWALK TOTAL: QUANTITY (FT) YELLOW EPOXY REFLECTORIZED PAVEMENT STRIPES, 20 MILS ITEM (FT) CL STATION SIDE DESCRIPTION FACTOR LENGTH QUANTITY ALIGN FROM TO (FT) (FT) E RT FULL BARR ER C CENTER FULL BARR ER I CENTER FULL BARR ER I CENTER FULL BARR ER C CENTER FULL BARR ER C CENTER FULL BARR ER C CENTER MEDIAN HATCH CR CENTER FULL BARR ER C CENTER FULL BARR ER U CENTER FULL BARR ER C CENTER FULL BARR ER TABLE OF WHITE PAVEMENT LETTERS ITEM ALIGN CL STATION SIDE DESCRIPTION E LT "BUS" 3 C RT "BUS" 3 I LT "ONLY" 4 C LT "ONLY" 4 C LT "ONLY" 4 C RT "BUS" 3 CR LT "ONLY" 4 CR LT "ONLY" 4 CR RT "ONLY" 4 C LT "BUS" 3 TOTAL: TOTAL: QUANTITY RELOCATE EXISTING UTILITY POLES (BY OTHERS) CL STATION OFFSET (FT) SIDE DESCRIPTION E LT #2999 E LT #3000 G RT #NM 13 VZ13 C RT #NM 14 LI 632 VZ14 & NO # C RT #VZ15 C LT NO # C RT 316 VZ16 & DEAD #SYR 16 C LT LIGHT POLE NO # C RT #NM 18 C LT #NM 21-1 C RT #NM 22 VZ 22 C LT #NM 22-1 VZ114S ALIGN EXISTING PARKING METERS WHITE EPOXY REFLECTORIZED PAVEMENT SYMBOLS, 20 MILS ITEM (EA) CL STATION SIDE DESCRIPTION E LT BIKE THROUGH ARROW 1 E LT BICYCLIST 1 G RT BIKE THROUGH ARROW 1 G LT BICYCLIST 1 E LT BIKE THROUGH ARROW 1 E LT BICYCLIST 1 G RT BIKE THROUGH ARROW 1 G RT BICYCLIST 1 C LT BIKE THROUGH ARROW 1 C LT BICYCLIST 1 C RT BIKE THROUGH ARROW 1 C RT BICYCLIST 1 C LT BIKE THROUGH ARROW 1 C LT BICYCLIST 1 C RT BIKE THROUGH ARROW 1 C RT BICYCLIST 1 I LT LEFT TURN ARROW 1 C LT BIKE THROUGH ARROW 1 C LT BICYCLIST 1 C RT BIKE THROUGH ARROW 1 C RT BICYCLIST 1 C LT LEFT TURN ARROW 1 C LT LEFT TURN ARROW 1 C LT BIKE THROUGH ARROW 1 C LT BICYCLIST 1 C RT BIKE THROUGH ARROW 1 C RT BICYCLIST 1 CR LT LEFT TURN ARROW 1 CR N/A THRU ARROW 1 CR RT RIGHT TURN ARROW 1 C LT BIKE THROUGH ARROW 1 C LT BICYCLIST 1 C RT BIKE THROUGH ARROW 1 C RT BICYCLIST 1 C LT BIKE THROUGH ARROW 1 C LT BICYCLIST 1 C RT BIKE THROUGH ARROW 1 C RT BICYCLIST 1 C LT BIKE THROUGH ARROW 1 C LT BICYCLIST 1 C RT BIKE THROUGH ARROW 1 C RT BICYCLIST 1 RELOCATE PARKING METERS ITEM (EA) TOTAL: PROPOSED PARKING METERS QUANTITY (EA) 42 QUANTITY (EA) OFFSET OFFSET 1 CL STATION SIDE CL STATION (FT) (FT) 1 STA. G RT STA. G STA. E LT STA. E STA. C LT STA. C STA. C RT STA. C STA. C RT STA. C STA. C LT STA. C STA. C RT STA. C TOTAL: 9

2 CENTERLINE STATION CONCRETE SIDEWALKS AND DRIVEWAYS ITEM (CY) SIDE LENGTH WIDTH THICKNESS ITEM ALIGN FROM TO (FT) (FT) (IN) (CY) E LT ADDITIONAL CONCRETE THICKNESS OF 2 0 INCHES TO SIDEWALK AT FORMAN AVE. LT INTERSECTION CURB RADII E LT ADDITIONAL CONCRETE THICKNESS OF 2.0 INCHES TO SIDEWALK IN DRIVEWAY AREAS LT G RT C RT ADDITIONAL CONCRETE THICKNESS OF 2.0 INCHES TO SIDEWALK IN DRIVEWAY AREAS RT C RT C RT C LT ADDITIONAL CONCRETE THICKNESS OF 2.0 INCHES TO SIDEWALK IN DRIVEWAY AREAS LT C LT ADDITIONAL CONCRETE THICKNESS OF 2.0 INCHES TO SIDEWALK AT IRVING AVE. LT/RT INTERSECTION CURB RADII C LT C LT ADDITIONAL CONCRETE THICKNESS OF 2.0 INCHES TO SIDEWALK IN DRIVEWAY AREAS LT C LT I RT I RT C RT C RT C RT C RT ADDITIONAL CONCRETE THICKNESS OF 2.0 LT/RT CR RT C RT C RT ADDITIONAL CONCRETE THICKNESS OF 2.0 RT C LT C LT ADDITIONAL CONCRETE THICKNESS OF 2.0 LT C RT C LT DWY NO. CL STATION SIDE TABLE OF DRIVEWAYS LENGTH WIDTH LENGTH OF DROP CURB (FT) (FT) (FT) USE 1 E LT COMMERCIAL 2 C LT COMMERCIAL 3 C RT COMMERCIAL 4 C LT COMMERCIAL 5 C LT COMMERCIAL 6 C LT COMMERCIAL 7 C LT COMMERCIAL 8 C RT COMMERCIAL 9 C RT COMMERCIAL 10 C RT COMMERCIAL GRANITE CURB, TYPE C ITEM (FT) CL STATION LENGTH SIDE ALIGN FROM TO (FT) E LT E RT G RT G LT C LT C RT C CENTER C LT I RT C RT C CENTER C LT C RT C CENTER C CENTER C LT 47.1 TEST PIT EXCAVATION ITEM TOTAL: STATION SIDE UTILITY SERVICE C RT GAS SERVICE C LT GAS/WATER SERVICE C RT GAS/WATER SERVICE C RT GAS/WATER SERVICE C CENTER TELEPHONE C CENTER FIBER OPTIC C CENTER ELECTRIC 4536 C LT ADDITIONAL CONCRETE THICKNESS OF 2.0 LT TOTAL:

14 STATION LIGHT BOLLARD SCHEDULE SIDE OFFSET (FT) TYPE G RT L2 G RT L1 G RT L2 G RT L1 G RT L2 G RT L1 G RT L2 G RT L1 E LT L2 E LT L1 E LT L2 E LT L2 E LT L1 E LT L2 E LT L2 E LT L1 E LT L2 E LT L2 E LT L1 E LT L2 C LT L2 C LT L1 C LT L2 C RT L2 C RT L1 C RT L2 C RT L1 C LT L2 C LT L1 C LT L2 C LT L2 C LT L1 C LT L2 C RT L2 C RT L1 C RT L2 C RT L1 STATION LIGHT BOLLARD SCHEDULE CONTINUED SIDE OFFSET (FT) TYPE C RT L2 C LT L1 C LT L2 C RT L2 C RT L1 C RT L2 C LT L1 C LT L2 C RT L2 C RT L1 C RT L2 C LT L1 C LT L2 C RT L2 C RT L1 C LT L2 C LT L1 C LT L2 C RT L2 C RT L1 C LT L2 C LT L1 C LT L2 C RT L2 C RT L1 C LT L2 C LT L1 C LT L2 C RT L2 C RT L1 C LT L2 C LT L1 C LT L2 C LT L2 C LT L1 C LT L2

15 DESIGNATION TYPE ORIG N DESTINATION DUCT BANK SCHEDULE CONDUCTORS / CONDUIT DB-01 SAND F LL U.O.I., 15A,1P CB FROM COMB TRAFFIC SIGNAL POLE LIGHT BOLLARD 2-#10 & 1-#10G N 1"C SEE REMARKS 1 & 2 METER SOCKET LIGHT BOLLARD 1, 2 DB-02 SAND F LL U.O.I., 15A,1P CB FROM COMB TRAFFIC SIGNAL POLE LIGHT BOLLARD 2-#10 & 1-#10G N 1"C SEE REMARKS 1 & 2 METER SOCKET LIGHT BOLLARD 1, 2 DB-03 SAND F LL U.O.I., 15A,1P CB FROM COMB TRAFFIC SIGNAL POLE LIGHT BOLLARD 2-#12 & 1-#12G N 1"C SEE REMARKS 1 & 2 METER SOCKET LIGHT BOLLARD 1, 2 DB-04 SAND F LL U.O.I., 15A,1P CB FROM COMB TRAFFIC SIGNAL POLE LIGHT BOLLARD 2-#12 & 1-#12G N 1"C SEE REMARKS 1 & 2 METER SOCKET LIGHT BOLLARD 1, 2 DB-05 SAND F LL U.O.I., 15A,1P CB FROM COMB TRAFFIC SIGNAL POLE LIGHT BOLLARD 2-#10 & 1-#10G N 1"C SEE REMARKS 1 & 2 METER SOCKET LIGHT BOLLARD 1, 2 DB-06 SAND F LL U.O.I., 15A,1P CB FROM COMB TRAFFIC SIGNAL POLE LIGHT BOLLARD 2-#10 & 1-#10G N 1"C SEE REMARKS 1 & 2 METER SOCKET LIGHT BOLLARD 1, 2 GENERAL NOTES DUCT BANK SCHEDULE 1. VER FY C RCUIT REQUIREMENTS WITH APPLICABLE EQUIPMENT MANUFACTURERS. PROV DE WIR NG AND CONDUIT AS REQU RED 2. DUCT BANK SWEEPS SHALL NOT HAVE LESS THAN 20'-0" RADIUS UNLESS OTHERWISE NDICATED. 3. COORDINATE DUCT BANK LOCATIONS AND NSTALLATIONS WITH GENERAL CONTRACTORS STRUCTURES, EQU PMENT, AND PIPING SYSTEMS. 4. #12 CONDUCTOR SHALL BE PAID FOR UNDER ITEM #10 CONDUCTOR SHALL BE PAID FOR UNDER ITEM #12 GROUND SHALL BE PAID FOR UNDER ITEM #10 GROUND SHALL BE PAID FOR UNDER ITEM " CONDUIT SHALL BE PA D FOR UNDER ITEMS FOR RGS, FOR SCHEDULE 40 PVC, AND FOR SCHEDULE 80 PVC. REMARKS, DUCT BANK SCHEDULE 1 2 PROV DE AS SAND FILL DUCT BANK WHEN BENEATH CONCRETE (MIN 4000PSI) SIDEWALK. PROV DE AS REINFORCED CONCRETE DUCT BANK AT ALL OTHER LOCATIONS AND AS OTHERWISE INDICATED. PROVIDE AS RE NFORCED CONCRETE DUCT BANK WHERE REQU RED BY NATIONAL GR D, COORDINATE REQUIREMENTS WITH NATIONAL GR D. CIRCUIT ORIGIN DESTINATION REMARKS LIGHT FIXTURE SCHEDULE DESIGNATION TYPE MANUFACTURER MODEL ELECTRICAL CHARACTERISTICS FIXTURE LAMP MOUNTING PAYMENT ITEM L1 L2 33"H X 3 1/2" DIAMETER LIGHT BOLLARD 42"H X 3 1/2" DIAMETER LIGHT BOLLARD SE'LUX SE'LUX B90-SP-Q26-SP-120 B90-SP-Q26-SP V 120V BWLED BWLED SEE NSTALLATION DETAIL, SHEET UD-3 SEE NSTALLATION DETAIL, SHEET UD GENERAL NOTES, LIGHT FIXTURE SCHEDULE 1. ALL BOLLARD LIGHTS TO BE FURNISHED BY SYRACUSE UNIVERSITY. CONTRACTOR TO INSTALL ONLY. 2. ALL FIXTURES SHALL BE POST FABRICATION PAINTED, BAKED ACRYLIC ENAMEL. 3. EXTERIOR FINISH COLOR: SYRACUSE "RED" (PR MARY)REFLECTIVE F NISH - COLOR VALUES: PMS: 1795; CMYK: 0/94/100/0; RGB: 238/52/36; BM: ALL HEIGHTS REFER TO ABOVE GRADE DIMENSION. ALL LIGHTS TO BE MOUNTED BELOW GRADE. 5. VER FY LIGHT FIXTURE TYPES WITH OWNER CONDUIT SCHEDULE BU LD NG OR AREA AREA DESCRIPTION CONDUIT TYPE REMARKS GENERAL (ALL AREAS) UNDERGROUND (HORIZONTAL RUNS) IN SLAB UNDERGROUND 90 DEGREE SWEEPS EXTERIOR EXPOSED RISERS FROM UNDERGROUND SAND FILL DUCT BANK RE NFORCED CONCRETE DUCT BANK SCHEDULE 40 PVC RGS RGS RGS SCHEDULE 80 PVC SCHEDULE 40 PVC GENERAL NOTES CONDUIT SCHEDULE 1. CONDUIT TYPES ARE UNLESS OTHERWISE NDICATED.

17 DS NO STATION LOCATION OFFSET (FT) SIDE STRUCTURE TYPE DESCRIPTION RIM ELEVATION (FT) INVERT ELEVATIONS (FT) SLOPE % P P P CY CY CY FT FT FT FT FT FT EA 110 E LT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS INSTALL FT OF 36" SICPPP WITH END CAP INSTALL 39.1 FT OF 10" SDR A E LT T INSTALL TYPE T DI WITH #11 PCB WITH CROSS BARS INSTALL 20.0 FT OF 10" SDR-35 WITH END CAP E LT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS INSTALL FT OF 36" SICPPP WITH END CAP INSTALL 41.6 FT OF 10" SDR G RT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS INSTALL FT OF 24" SICPPP WITH END CAP INSTALL 14.4 FT OF 10" SDR C RT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS INSTALL FT OF 24" SICPPP WITH END CAP INSTALL 19.2 FT OF 10" SDR C LT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS INSTALL FT OF 36" SICPPP WITH END CAP INSTALL 36.7 FT OF 10" SDR C RT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS INSTALL FT OF 36" SICPPP WITH END CAP INSTALL 26.0 FT OF 10" SDR C LT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS INSTALL 73.5 FT OF 36" SICPPP WITH END CAP INSTALL 33.3 FT OF 10" SDR SHEET TOTALS:

18 DS NO STATION LOCATION OFFSET (FT) SIDE STRUCTURE TYPE DESCRIPTION RIM ELEVATION (FT) INVERT ELEVATIONS (FT) SLOPE % P P P CY CY CY FT FT FT FT FT FT EA 311 C LT T INSTALL TYPE T DI WITH STAND PIPE (NOTE 2) AND #11 PCB WITH CROSS BARS INSTALL 69.6 FT OF 36" SICPPP WITH END CAP INSTALL 55.5 FT OF 6" SDR-35 WITH END CAP, DOWNSTREAM 20 FT PERFORATED C LT T INSTALL TYPE T DI WITH STAND PIPE (NOTE 2) AND #11 PCB WITH CROSS BARS INSTALL 69.6 FT OF 36" SICPPP WITH END CAP INSTALL 61.6 FT OF 6" SDR-35 WITH END CAP, DOWNSTREAM 20 FT PERFORATED C RT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS INSTALL 75.9 FT OF 36" SICPPP WITH END CAP INSTALL 25.5 FT OF 10" SDR C RT T INSTALL TYPE T DI WITH STAND PIPE (NOTE 2) AND #11 PCB WITH CROSS BARS INSTALL 60.9 FT OF 36" SICPPP WITH END CAP INSTALL 38.8 FT OF 6" SDR-35 WITH END CAP, DOWNSTREAM 20 FT PERFORATED C RT T INSTALL TYPE T DI WITH STAND PIPE (NOTE 2) AND #11 PCB WITH CROSS BARS INSTALL 59.9 FT OF 36" SICPPP WITH END CAP INSTALL 92.7 FT OF 6" SDR-35 WITH END CAP, DOWNSTREAM 20 FT PERFORATED SHEET TOTALS: CUMULATIVE TOTALS:

STAKING TRAFFIC CONTROL SIGNAL SYSTEMS

STAKING TRAFFIC CONTROL SIGNAL SYSTEMS Locating the components of a traffic control signal is not an exact science; many factors influence the location of the components. These factors include: lane widths, radii, pedestrian curb ramp requirements,