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

Similar documents
STAKING TRAFFIC CONTROL SIGNAL SYSTEMS

Revisions to Larimer County Urban Area Street Standards (2016 Update)

DESIGN CRITERIA DIVISION 4900 TRAFFIC SIGNALS

CHAPTER 8 STAKING SIGNALS AND LIGHTING FIELD GUIDE. 8.1 Staking Traffic Control Signal Systems


APPENDIX G SIGNAGE AND STRIPING SUPPLEMENT

Preparing a Curb Ramp Project. December 15, 2010

2010 STANDARD SPECIFICATIONS STANDARD DRAWINGS

Driveway Design Criteria

GENERAL LEGEND 12"CMP

Updated There is no park access roadway to be constructed points beyond the limit of along full limits of the park's the phase I work. Phase 1. Revise

ADA Training Accessible Pedestrian Signal (APS) 2018 MnDOT

CITY OF RICHMOND, VIRGINIA

Updated There is no park access points beyond the limit of the phase I work. roadway to be constructed Viewport has been along full limits of the park

CITY OF ROCK ISLAND. 46th Street Reconstruction North of 28th Avenue to 29th Avenue. 29th Avenue Reconstruction 46th Street to 47th Avenue Court

Name Roads Station Distance Miles

Tract or Parcel Project Name PCN Checked By Date

ADA Operations Contact Info

Design Criteria. Design Criteria

Chapter 4 TOOLBOX AND SAMPLE BIKE BOULEVARD LAYOUT

CITY OF RICHMOND, VIRGINIA BIKE LANE

PERMANENT PAVEMENT MARKING PLAN

Figure 3B-1. Examples of Two-Lane, Two-Way Marking Applications

Restoration Requirements

SR 44 from US 441 / SR 500 to SR 44 / Orange Ave.

SECTION 3 STREET DESIGN

ARLINGTON COUNTY PAVEMENT MARKING SPECIFICATIONS

Ohio Department of Transportation Edition of the OMUTCD It s Here!

General Notes. Project No /15/2018 Page 1 of 1

CHAPTER 1 STANDARD PRACTICES

CITY OF ROSEVILLE DESIGN AND CONSTRUCTION DETAILS

ADA PRESENTATION (CURB RAMPS)

CHAPTER 16 PEDESTRIAN FACILITIES DESIGN AND TECHNICAL CRITERIA TABLE OF CONTENTS

Option W: N. Washington Street Project

ROAD OCCUPANCY PERMIT APPLICATION # Damascus Township, 60 Conklin Hill Road, Damascus, PA Tel Fax

VDOT 2016 Road and Bridge Standards Section Traffic Control Devices

GENERAL. 1. Description

City of Margate, Florida. Neighborhood Traffic Management Manual

Chapter 11. Culverts and Bridges Design Checklist for Culvert Design

Pedestrians and Bicyclists. Bruce Friedman and Scott Wainwright FHWA MUTCD Team

General Notes. Project No /15/2018 Page 1 of 1

PERMANENT PAVEMENT MARKING PLAN

PUBLIC WORKS DEPARTMENT SIGN AND MARKING PROCEDURES AND GUIDELINES

Item 404 Driving Piling

Clybourn Ave. Protected Bike Lane Study Halsted St. to Division St.

PERMANENT PAVEMENT MARKING PLAN

SECTION 48 - TRAFFIC STRIPES AND PAVEMENT MARKINGS TABLE OF CONTENTS

SCOPE Application, Design, Operations,

(This page left intentionally blank)

GEOMETRIC DESIGN STANDARDS FOR NEW RESIDENTIAL SUBDIVISION STREETS TABLE 1A CG-6 CURB AND GUTTER SECTION

MISSOURI HIGHWAYS AND TRANSPORTATION PLANS FOR PROPOSED STATE HIGHWAY DESIGN DESIGNATION INDEX OF SHEETS LENGTH OF PROJECT SHEET NUMBER

PERMANENT PAVEMENT MARKING PLAN

CITY OF ROSEVILLE DESIGN STANDARDS

5 CIRCULATION AND STREET DESIGN

20 minute presentation on proposed project. Comments and Questions following presentation. City of Madison

Inspector MUST Sign and Date Each Inspection

Typical Cross Section: DOWNTOWN (Observer Highway - 8th Street)

Geometric Design Tables

DISTRIBUTION: Electronic Recipients List TRANSMITTAL LETTER NO. (17-01) MINNESOTA DEPARTMENT OF TRANSPORTATION. MANUAL: Road Design English Manual

Design Overview. Section 4 Standard Plans for Design. Pedestrian Access Routes. Pedestrian Access Routes. Overview. Cross Slope

SAWS QA/QC CHECKLIST WATER ADJUSTMENT/RELOCATION PROJECTS

PROPOSAL. PROPOSAL OF, a corporation a

This Chapter sets forth the minimum design, technical criteria and specifications to be used in the preparation of all roadway plans.

CIVIL INDEX LANDSCAPE INDEX ELECTRICAL INDEX STRUCTURAL INDEX COVER SHEET G.101, 1 OF 55 LEGEND,ABBREVIATIONS, AND GENERAL NOTES G.

ADDENDUM NUMBER ONE (1) For

Access requests to County streets and roadways are processed through one of the following methods:

Presented By: Jim Roth, P.E. Signing Engineer Office of Traffic Engineering Ohio Department of Transportation 1980 West Broad Street Columbus, Ohio

TECHNICAL BULLETIN Ministry of Transportation

Bids DECEMBER 21, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $4,700,000.00)

New Construction - Transportation Guide

FOR LOOP RAMPS-TAPERED DECELERATION LANE

ROADWAY AND PARKING DETAILS TYPICAL STREET SECTIONS PRINCIPAL ARTERIAL NOT TO SCALE

APPENDIX C SANITARY SEWER PEAK DESIGN FACTOR

Duke Street (Route 236) Over I Bridge Plan & Elevation

INTERSECTION WITH RIGHT TURN TAPER

Mid Rivers Mall Drive Multi-Use Path (Rte. N to MO 364)

City of Roseville Section 13 Design Standards. _Bikeways January 2016 SECTION 13 BIKEWAYS

GAS DISTRIBUTION PRODUCTS TRANSITION FITTINGS

Route 47 (North Main Street) Reconstruction

HUDSON ROAD (RTE 27) SWEL

BARRIER OFFSET 0" A 6" 6" A 12" 12" A 26" A 26" 3A OR 4A L OR S * ** L OR S L OR S

BI-DIRECTIONALS FREE-ACCESS

CONSTRUCTION ENCROACHMENT PERMIT APPLICATION AND PROCESSING INSTRUCTIONS

CORE MPO Non-motorized Transportation Plan. Appendix F. Technical Report on Cost Estimation Methodology

WalkSafe Vocabulary Matching. 1 pedestrian A marked place to cross the street. 2 intersection A person who is walking. 3 crosswalk. 4 curb.

Complete Streets Design Considerations. Second Street Corridor Complete Streets Workshop and Assessment Manchester, NH April 26, 2013

SECTION 48 - TRAFFIC STRIPES AND PAVEMENT MARKINGS TABLE OF CONTENTS

Cycle Track Design Best Practices Cycle Track Sections

SRTS IMPLEMENTATION COSTS

CITY OF KASSON TRANSPORTATION ALTERNATIVES KASSON SAFE ROUTES TO SCHOOL

Designing Complete Streets: What you need to know

4.0 STREETSCAPE ELEMENTS

September 2008 REVISIONS (1) SYMMETRICAL VERTICAL CURVE EQUATIONS 12.5(12) VERTICAL CURVE COMPUTATIONS 12.5(14) TURNING LANE LENGTHS 15.

CHAPTER 6H. TYPICAL APPLICATIONS

6.1.1 All paving plans and construction shall be approved by City Webster for all streets within the jurisdictional limits of City of Webster.

PART A: IDENTIFICATION/LOCATION

C. Brian Shamburger, P.E., PTOE Kimley-Horn and Associates, Inc. State of Texas Registered Firm #928

10.0 CURB EXTENSIONS GUIDELINE

Environmental Review Binder Documentation McGilchrist Street SE: 12th Street SE to 25th Street SE Project City of Salem, Marion County, Oregon

Building Great Neighbourhoods STRATHEARN

Transcription:

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+08.00 LT B KE LANE DOTTED LINE 0.25 153.0 38.3 E 18+56 00 20+08.00 LT B KE LANE DOTTED LINE 0.25 152.0 38.0 E 20+08 00 21+14.00 LT B KE LANE SOLID LINE 1 106.0 106.0 E 20+31 00 21+14.00 LT B KE LANE SOLID LINE 1 83.0 83.0 G 31+25 00 31+34.00 RT B KE LANE DOTTED LINE 0.25 9.0 2.3 G 31+25 00 31+34.00 RT B KE LANE DOTTED LINE 0.25 9.0 2.3 G 31+34 00 33+77.00 RT B KE LANE DOTTED LINE 1 243.0 243.0 G 31+34 00 33+77.00 RT B KE LANE DOTTED LINE 1 243.0 243.0 G 31+64 00 33+16.00 CENTER BROKEN LANE L NE 0.25 152.0 38.0 C 09+50 00 12+14.00 LT B KE LANE DOTTED LINE 1 264.0 264.0 C 09+50 00 12+44.00 LT B KE LANE DOTTED LINE 1 294.0 294.0 C 09+50 00 11+25.00 RT B KE LANE DOTTED LINE 1 175 175.0 C 09+50 00 11+46.00 RT B KE LANE DOTTED LINE 1 196 196.0 C 11+25 00 12+43.00 RT B KE LANE DOTTED LINE 0.25 118 29.5 C 11+46 00 12+43.00 RT B KE LANE DOTTED LINE 0.25 97 24.3 C --- 12+42.00 RT STOP BAR 6 27.7 166.4 I 09+00 00 09+50.00 RT SOLID LANE L NE 1 50.0 50.0 I --- 09+50.00 RT STOP BAR 6 21.9 131.3 I --- 10+50.00 LT STOP BAR 6 17.3 103.8 C --- 13+18.00 LT STOP BAR 6 26.2 157.1 C 13+28 00 15+63.00 LT B KE LANE SOL D LINE 1 235.0 235.0 C 13+29.00 14+48.00 LT SOLID LANE L NE 1 119.0 119.0 C 13+16.00 14+44.00 RT B KE LANE SOL D LINE 1 128.0 128.0 C 13+15.50 14+66.00 RT B KE LANE SOL D LINE 1 150.5 150.5 C 14+44.00 15+63.00 RT BIKE LANE DOTTED LINE 0.25 119.0 29.8 C 14+66.00 15+63.00 RT BIKE LANE DOTTED LINE 0.25 97.0 24.3 C --- 15+63.00 RT STOP BAR 6 29.5 177.2 CR --- 09+53.00 LT/RT STOP BAR 6 37.3 223.8 CR 09+03.49 09+53.49 RT SOLID LANE L NE 1 50.0 50.0 CR 09+03.08 09+53.08 LT SOLID LANE L NE 1 50.0 50.0 CR --- 10+53.00 LT STOP BAR 6 15.9 95.3 C --- 16+45.00 LT STOP BAR 6 28.9 173.1 C 16+44.00 17+56.00 LT BIKE LANE DOTTED LINE 0.25 112.0 28.0 C 16+44.00 17+64.00 LT BIKE LANE DOTTED LINE 0.25 120.0 30.0 C 16+41.00 20+32.00 RT B KE LANE SOL D LINE 1 391.0 391.0 C 16+41.00 16+54.00 RT B KE LANE SOL D LINE 1 13.0 13.0 C 17+64.00 21+61.00 LT B KE LANE SOL D LINE 1 397.0 397.0 C 20+32.00 21+57.00 RT BIKE LANE DOTTED LINE 0.25 125.0 31.3 C 20+66.00 51+57.00 RT BIKE LANE DOTTED LINE 0.25 3091.0 772.8 C --- 21+57.25 RT STOP BAR 6 27.1 162.7 U --- 33+71.00 LT STOP BAR 6 15.4 92.4 C --- 22+37.00 LT STOP BAR 6 21.1 126.7 C 21+67.00 22+15.00 LT/RT BIKE LANE DOTTED LINE 0.25 89.9 22.5 C 21+83.00 22+19.00 LT/RT BIKE LANE DOTTED LINE 0.25 82.1 20.5 C --- 12+49.00 LT/RT CROSSWALK 3 145.3 435.8 I --- 09+57.00 LT/RT CROSSWALK 3 62.6 187.7 I --- 10+43.00 LT/RT CROSSWALK 3 61.1 183.4 C --- 13+11.00 LT/RT CROSSWALK 3 142.9 428.7 C --- 15+69.00 LT/RT CROSSWALK 3 148.1 444.3 CR --- 9+60.00 LT/RT CROSSWALK 3 77.8 233.5 CR --- 10+46.00 LT/RT CROSSWALK 3 57.4 172.1 C --- 16+37.00 LT/RT CROSSWALK 3 148.1 444.4 C --- 21+64.00 LT/RT CROSSWALK 3 131.4 394.3 U --- 33+64.00 LT/RT CROSSWALK 3 52.3 156.8 C --- 22+30.00 LT/RT CROSSWALK 3 107.4 322.1 TOTAL: QUANTITY (FT) 9431.3 YELLOW EPOXY REFLECTORIZED PAVEMENT STRIPES, 20 MILS ITEM 685.12 (FT) CL STATION SIDE DESCRIPTION FACTOR LENGTH QUANTITY ALIGN FROM TO (FT) (FT) E 18+62.62 RT FULL BARR ER 4 50.0 200.0 C 9+50.00 11+54.00 CENTER FULL BARR ER 4 204.0 816.0 I 9+00.00 9+50.00 CENTER FULL BARR ER 2 50.0 100.0 I 10+50.00 11+00.00 CENTER FULL BARR ER 2 50.0 100.0 C 13+30.00 15+05.00 CENTER FULL BARR ER 2 175.0 350.0 C 14+48.00 15+05.00 CENTER FULL BARR ER 2 58.3 116.6 C 14+48.00 15+05.00 CENTER MEDIAN HATCH 6 32.0 192.0 CR 10+53.37 11+03.37 CENTER FULL BARR ER 2 50.0 100.0 C 17+05.00 20+80.00 CENTER FULL BARR ER 4 375.0 1500.0 U 33+71.00 34+21.00 CENTER FULL BARR ER 2 50.0 100.0 C 22+38.27 22+88.27 CENTER FULL BARR ER 2 50.0 100.0 TABLE OF WHITE PAVEMENT LETTERS ITEM 685.13 ALIGN CL STATION SIDE DESCRIPTION E 18+90.00 LT "BUS" 3 C 12+25.00 RT "BUS" 3 I 9+15.00 LT "ONLY" 4 C 13+67.00 LT "ONLY" 4 C 14+38.00 LT "ONLY" 4 C 15+38.00 RT "BUS" 3 CR 9+15.00 LT "ONLY" 4 CR 9+15.00 LT "ONLY" 4 CR 9+15.00 RT "ONLY" 4 C 16+60.00 LT "BUS" 3 TOTAL: TOTAL: QUANTITY RELOCATE EXISTING UTILITY POLES (BY OTHERS) CL STATION OFFSET (FT) SIDE DESCRIPTION E 19+03.16 28.98 LT #2999 E 19+66.70 26.84 LT #3000 G 34+12.65 21.82 RT #NM 13 VZ13 C 10+94.62 30.41 RT #NM 14 LI 632 VZ14 & NO # C 12+11.12 29.94 RT #VZ15 C 12+35.23 32.44 LT NO # C 13+27.43 29.97 RT 316 VZ16 & DEAD #SYR 16 C 15+61.12 34.40 LT LIGHT POLE NO # C 15+66.36 31.06 RT #NM 18 C 18+85.61 23.10 LT #NM 21-1 C 20+24.06 22.43 RT #NM 22 VZ 22 C 20+86.69 23.87 LT #NM 22-1 VZ114S 36 3674.6 ALIGN EXISTING PARKING METERS WHITE EPOXY REFLECTORIZED PAVEMENT SYMBOLS, 20 MILS ITEM 685.14 (EA) CL STATION SIDE DESCRIPTION E 18+87.00 LT BIKE THROUGH ARROW 1 E 18+99.00 LT BICYCLIST 1 G 31+69.00 RT BIKE THROUGH ARROW 1 G 31+58.00 LT BICYCLIST 1 E 20+59.00 LT BIKE THROUGH ARROW 1 E 20+71.00 LT BICYCLIST 1 G 33+43.00 RT BIKE THROUGH ARROW 1 G 33+33.00 RT BICYCLIST 1 C 10+60.00 LT BIKE THROUGH ARROW 1 C 10+72.00 LT BICYCLIST 1 C 10+86.00 RT BIKE THROUGH ARROW 1 C 10+72.00 RT BICYCLIST 1 C 12+27.00 LT BIKE THROUGH ARROW 1 C 12+39.00 LT BICYCLIST 1 C 12+37.00 RT BIKE THROUGH ARROW 1 C 12+25.00 RT BICYCLIST 1 I 9+25.00 LT LEFT TURN ARROW 1 C 13+37.00 LT BIKE THROUGH ARROW 1 C 13+48.00 LT BICYCLIST 1 C 13+36.00 RT BIKE THROUGH ARROW 1 C 13+23.00 RT BICYCLIST 1 C 13+53.00 LT LEFT TURN ARROW 1 C 14+25.00 LT LEFT TURN ARROW 1 C 15+42.00 LT BIKE THROUGH ARROW 1 C 15+53.00 LT BICYCLIST 1 C 15+54.00 RT BIKE THROUGH ARROW 1 C 15+42.00 RT BICYCLIST 1 CR 9+31.00 LT LEFT TURN ARROW 1 CR 9+31.00 N/A THRU ARROW 1 CR 9+31.00 RT RIGHT TURN ARROW 1 C 16+51.00 LT BIKE THROUGH ARROW 1 C 16+63.00 LT BICYCLIST 1 C 16+56.00 RT BIKE THROUGH ARROW 1 C 16+44.00 RT BICYCLIST 1 C 21+40.00 LT BIKE THROUGH ARROW 1 C 21+52.00 LT BICYCLIST 1 C 21+48.00 RT BIKE THROUGH ARROW 1 C 21+35.00 RT BICYCLIST 1 C 21+89.00 LT BIKE THROUGH ARROW 1 C 22+00.00 LT BICYCLIST 1 C 22+18.00 RT BIKE THROUGH ARROW 1 C 22+18.00 RT BICYCLIST 1 RELOCATE PARKING METERS ITEM 634.06010007 (EA) TOTAL: PROPOSED PARKING METERS QUANTITY (EA) 42 QUANTITY (EA) OFFSET OFFSET 1 CL STATION SIDE CL STATION (FT) (FT) 1 STA. G 32+90.27 22.74 RT STA. G 32+24.56 27 63 1 STA. E 20+73.63 19.79 LT STA. E 20+20.41 22.00 1 STA. C 10+02.97 29.10 LT STA. C 11+74.80 31.49 1 STA. C 10+19.20 31.96 RT STA. C 9+57.27 35.67 1 STA. C 14+31.19 31.41 RT STA. C 11+19.20 31.62 1 STA. C 14+69.99 31.56 LT STA. C 14+22.54 33.49 1 STA. C 20+10.14 26.7 RT STA. C 14+39.59 31.63 1 TOTAL: 9

CENTERLINE STATION CONCRETE SIDEWALKS AND DRIVEWAYS ITEM 608.0101 (CY) SIDE LENGTH WIDTH THICKNESS ITEM 608.0101 ALIGN FROM TO (FT) (FT) (IN) (CY) E 18+51.00 19+50 00 LT 99.0 10.0 5 0 15.3 ADDITIONAL CONCRETE THICKNESS OF 2 0 INCHES TO SIDEWALK AT FORMAN AVE. LT - - 2 0 2.2 INTERSECTION CURB RADII E 19+50.00 21+68 00 LT 218 0 12.0 5 0 40.4 ADDITIONAL CONCRETE THICKNESS OF 2.0 INCHES TO SIDEWALK IN DRIVEWAY AREAS LT 24.0 12.0 2 0 1.8 G 31+30.00 34+30 00 RT 300 0 5.0 5 0 23.1 C 10+00.00 10+49 50 RT 49.5 5.0 5 0 3.8 ADDITIONAL CONCRETE THICKNESS OF 2.0 INCHES TO SIDEWALK IN DRIVEWAY AREAS RT 14.8 5.0 2 0 0.5 C 10+49.50 12+44 00 RT 194 5 16.0 5 0 48.0 C 12+44.00 12+70.75 RT 26.8 20.0 5 0 8.3 C 10+00.00 12+34 25 LT 234 3 12.0 5 0 43.4 ADDITIONAL CONCRETE THICKNESS OF 2.0 INCHES TO SIDEWALK IN DRIVEWAY AREAS LT 25.5 12.0 2 0 1.9 C 12+34.25 12+58 25 LT 24.0 18.0 5 0 6.7 ADDITIONAL CONCRETE THICKNESS OF 2.0 INCHES TO SIDEWALK AT IRVING AVE. LT/RT - - 2 0 11.9 INTERSECTION CURB RADII C 12+92.50 13+22 00 LT 29.5 20.0 5 0 9.1 C 13+22.00 15+56.75 LT 234 8 10.0 5 0 36.2 ADDITIONAL CONCRETE THICKNESS OF 2.0 INCHES TO SIDEWALK IN DRIVEWAY AREAS LT 32.2 10.0 2 0 2.0 C 15+56.75 15+81 00 LT 24.3 20.0 5 0 7.5 I 8+58 9+00 RT 42.0 17.4 5 0 11.3 I 9+00 9+43 RT 43.0 10.5 5 0 6.9 C 13+04.20 13+22.00 RT 17.8 15.0 5 0 4.1 C 13+22.00 13+49.00 RT 27.0 9.0 5 0 3.8 C 13+49.00 15+57.00 RT 208 0 16.0 5 0 51.4 C 15+57.00 15+92.75 RT 35.8 18.0 5 0 9.9 ADDITIONAL CONCRETE THICKNESS OF 2.0 LT/RT - - 2 0 12.6 CR 9+17.50 9+40 00 RT 22.5 5.0 5 0 1.7 C 16+26.75 16+54.25 RT 27.5 16.0 5.0 6.8 C 16+54.25 17+68.50 RT 114.3 5.0 5.0 8.8 ADDITIONAL CONCRETE THICKNESS OF 2.0 RT 22.8 5.0 2.0 0.7 C 16+14.50 16+45.00 LT 30 5 16.0 5.0 7.5 C 16+45.00 21+50.75 LT 505.8 5 0 5.0 39.0 ADDITIONAL CONCRETE THICKNESS OF 2.0 LT 33 2 5 0 2.0 1.0 C 20+75.00 21+50.70 RT 75.7 5 5 5.0 6.4 C 21+50.75 21+86.00 LT 35 3 18.5 5.0 10.1 DWY NO. CL STATION SIDE TABLE OF DRIVEWAYS LENGTH WIDTH LENGTH OF DROP CURB (FT) (FT) (FT) USE 1 E 19+91.28 LT 20.9 24.0 30 0 COMMERCIAL 2 C 10+94.35 LT 23.8 25.5 31 5 COMMERCIAL 3 C 10+42.59 RT 19.2 14.1 20.1 COMMERCIAL 4 C 13+97.79 LT 21.5 20.2 26 2 COMMERCIAL 5 C 14+51.61 LT 19.9 10.6 16 6 COMMERCIAL 6 C 17+27.18 LT 17.5 20.4 26.4 COMMERCIAL 7 C 17+66.75 LT 25.8 11.9 17.9 COMMERCIAL 8 C 17+40.48 RT 22.0 11.8 17.8 COMMERCIAL 9 C 17+63.07 RT 28.3 10.9 16.9 COMMERCIAL 10 C 19+15.29 RT 8.8 34.7 40.7 COMMERCIAL GRANITE CURB, TYPE C ITEM 609.0203 (FT) CL STATION LENGTH SIDE ALIGN FROM TO (FT) E 18+51 51 21+17.51 LT 273 8 E 18+84 61 21+17.06 RT 277.7 G 31+25 00 33+81.05 RT 250 8 G 31+41 93 33+80.65 LT 276.1 C 9+50.00 12+58.09 LT 335 3 C 9+50.00 12+70.65 RT 344 9 C 11+50 00 12+25.00 CENTER 159.2 C 12+92.44 15+80.87 LT 340 0 I 8+58.00 9+43.00 RT 340 0 C 13+04.11 15+92.73 RT 331 0 C 15+00 00 15+50.00 CENTER 111.4 C 16+14 36 21+86.29 LT 603.1 C 16+26.73 21+50.71 RT 552.4 C 16+50.00 17+10.00 CENTER 131.4 C 20+75.00 21+50.00 CENTER 161.4 C 22+17.16 22+50.00 LT 47.1 TEST PIT EXCAVATION ITEM 206.05 TOTAL: STATION SIDE UTILITY SERVICE C 10+79.00 RT GAS SERVICE C 14+25.00 LT GAS/WATER SERVICE C 14+29.00 RT GAS/WATER SERVICE C 15+00.00 RT GAS/WATER SERVICE C 16+11.00 CENTER TELEPHONE C 16+25.00 CENTER FIBER OPTIC C 16+33.00 CENTER ELECTRIC 4536 C 22+17.00 22+50.00 LT 33 0 13.5 5.0 6.9 ADDITIONAL CONCRETE THICKNESS OF 2.0 LT - - 2.0 TOTAL: 6.0 457.0

STATION LIGHT BOLLARD SCHEDULE SIDE OFFSET (FT) TYPE G 31+66.83 RT 29.01 L2 G 31+67.78 RT 28.68 L1 G 32+41.88 RT 29.00 L2 G 32+42.83 RT 28.66 L1 G 33+18.06 RT 28.64 L2 G 33+19.05 RT 28.27 L1 G 33+97.74 RT 25.49 L2 G 33+98.64 RT 24.95 L1 E 19+15.06 LT 25.26 L2 E 19+15.98 LT 24.49 L1 E 19+16.91 LT 25.24 L2 E 20+12.77 LT 25.21 L2 E 20+13.61 LT 24.41 L1 E 20+14.51 LT 25.12 L2 E 20+75.11 LT 25.16 L2 E 20+76.06 LT 24.49 L1 E 20+76.85 LT 25.33 L2 E 21+44.30 LT 25.08 L2 E 21+45.24 LT 24.42 L1 E 21+46.03 LT 25.28 L2 C 10+51.79 LT 34.60 L2 C 10+52.74 LT 33.93 L1 C 10+53.53 LT 34.76 L2 C 10+57.91 RT 34.59 L2 C 10+58.73 RT 34.00 L1 C 11+25.26 RT 34.58 L2 C 11+26.08 RT 34.00 L1 C 11+26.78 LT 34.58 L2 C 11+27.72 LT 33.91 L1 C 11+28.51 LT 34.74 L2 C 12+01.78 LT 34.59 L2 C 12+02.73 LT 33.92 L1 C 12+03.52 LT 34.75 L2 C 12+20.32 RT 34.58 L2 C 12+21.13 RT 33.99 L1 C 13+43.31 RT 34.00 L2 C 13+44.13 RT 33.42 L1 STATION LIGHT BOLLARD SCHEDULE CONTINUED SIDE OFFSET (FT) TYPE C 13+45.41 RT 34.40 L2 C 13+46.44 LT 36.00 L1 C 13+47.23 LT 36.83 L2 C 14+02.31 RT 34.00 L2 C 14+03.13 RT 33.42 L1 C 14+04.41 RT 34.39 L2 C 14+34.84 LT 36.01 L1 C 14+35.63 LT 36.84 L2 C 15+22.35 RT 34.00 L2 C 15+23.16 RT 33.42 L1 C 15+24.44 RT 34.39 L2 C 15+25.24 LT 35.93 L1 C 15+26.04 LT 36.76 L2 C 16+54.89 RT 23.91 L2 C 16+55.72 RT 23.40 L1 C 16+69.20 LT 38.79 L2 C 16+70.16 LT 38.08 L1 C 16+71.07 LT 38.84 L2 C 17+51.69 RT 23.91 L2 C 17+52.58 RT 23.45 L1 C 17+81.03 LT 23.91 L2 C 17+81.90 LT 23.17 L1 C 17+82.78 LT 23.91 L2 C 18+51.68 RT 23.91 L2 C 18+52.57 RT 23.45 L1 C 18+75.70 LT 23.93 L2 C 18+76.57 LT 23.17 L1 C 18+77.44 LT 23.92 L2 C 19+51.75 RT 23.90 L2 C 19+52.65 RT 23.44 L1 C 19+70.71 LT 23.93 L2 C 19+71.59 LT 23.18 L1 C 19+72.46 LT 23.93 L2 C 21+51.72 LT 26.04 L2 C 21+52.59 LT 25.27 L1 C 21+53.47 LT 26.01 L2

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 670.7107. 5. #10 CONDUCTOR SHALL BE PAID FOR UNDER ITEM 670.7106. 6. #12 GROUND SHALL BE PAID FOR UNDER ITEM 670.75012-70. 7. #10 GROUND SHALL BE PAID FOR UNDER ITEM 670.75010-70. 8. 1" CONDUIT SHALL BE PA D FOR UNDER ITEMS 670.2002 FOR RGS, 670.2601 FOR SCHEDULE 40 PVC, AND 670.2601--70 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-120 120V 120V BWLED BWLED SEE NSTALLATION DETAIL, SHEET UD-3 SEE NSTALLATION DETAIL, SHEET UD-3 670.1101--70 670.1102--70 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: 2010-10 4. 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.

DS NO STATION LOCATION OFFSET (FT) SIDE STRUCTURE TYPE DESCRIPTION RIM ELEVATION (FT) INVERT ELEVATIONS (FT) SLOPE % 623.12 203.07 206.02 603.981006004 603.981006004-P 603.98101004 603.9824-P 603.9836-P 604.302091 655.0902 CY CY CY FT FT FT FT FT FT EA 110 E 18+76.22 25.57 LT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS 40.77 15.0 20.0 8.31 1.00 INSTALL 150.0 FT OF 36" SICPPP WITH END CAP 35.13 0.00 164.9 204.2 150.00 INSTALL 39.1 FT OF 10" SDR-35 35.13 1.00 33.5 34.3 39.10 110 A E 20+12.55 18.46 LT T INSTALL TYPE T DI WITH #11 PCB WITH CROSS BARS 41.17 8.6 11.4 4.75 1.00 INSTALL 20.0 FT OF 10" SDR-35 WITH END CAP 39.09 2.00 6.5 6.9 20.00 111 E 26+65.54 18.50 LT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS 42.64 18.0 23.9 9.94 1.00 INSTALL 153.2 FT OF 36" SICPPP WITH END CAP 36.70 0.00 164.4 204.6 153.20 INSTALL 41.6 FT OF 10" SDR-35 35.37 2.00 49.6 50.5 41.60 120 G 31+51.17 24.01 RT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS 40.54 13.6 18.2 7.55 1.00 INSTALL 163.2 FT OF 24" SICPPP WITH END CAP 35.66 0.00 140.6 159.6 163.20 INSTALL 14.4 FT OF 10" SDR-35 35.66 10.00 9.0 9.3 14.40 121 C 10+03.58 28.20 RT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS 42.66 13.6 18.1 7.54 1.00 INSTALL 130.1 FT OF 24" SICPPP WITH END CAP 37.79 0.00 99.1 114.2 130.10 INSTALL 19.2 FT OF 10" SDR-35 37.79 2.00 12.8 13.2 19.20 210 C 13+44.08 29.96 LT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS 45.69 17.5 23.3 9.67 1.00 INSTALL 105.3 FT OF 36" SICPPP WITH END CAP 40.20 0.00 140.3 167.9 105.30 INSTALL 36.7 FT OF 10" SDR-35 38.69 2.00 40.0 40.7 36.70 220 C 13+30.21 27.93 RT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS 45.46 15.1 20.1 8.34 1.00 INSTALL 105.3 FT OF 36" SICPPP WITH END CAP 39.79 0.00 139.0 166.5 105.30 INSTALL 26.0 FT OF 10" SDR-35 39.79 1.00 21.4 22.0 26.00 310 C 16+63.51 28.98 LT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS 56.74 18.1 24.1 10.00 1.00 INSTALL 73.5 FT OF 36" SICPPP WITH END CAP 49.41 0.00 110.3 129.6 73.50 INSTALL 33.3 FT OF 10" SDR-35 49.41 2.10 34.8 35.5 33.30 SHEET TOTALS: 958.6 327.1 1518.1 0.0 0.0 230.3 293.3 587.3 66.1 8.0

DS NO STATION LOCATION OFFSET (FT) SIDE STRUCTURE TYPE DESCRIPTION RIM ELEVATION (FT) INVERT ELEVATIONS (FT) SLOPE % 623.12 203.07 206.02 603.981006004 603.981006004-P 603.98101004 603.9824-P 603.9836-P 604.302091 655.0902 CY CY CY FT FT FT FT FT FT EA 311 C 17+76.02 19.94 LT T INSTALL TYPE T DI WITH STAND PIPE (NOTE 2) AND #11 PCB WITH CROSS BARS 62.77 15.7 20.9 8.68 1.00 INSTALL 69.6 FT OF 36" SICPPP WITH END CAP 56.77 0.00 100.0 118.2 69.60 INSTALL 55.5 FT OF 6" SDR-35 WITH END CAP, DOWNSTREAM 20 FT PERFORATED 56.77 2.76 26.4 26.6 35.50 20.00 312 C 18+90.31 19.92 LT T INSTALL TYPE T DI WITH STAND PIPE (NOTE 2) AND #11 PCB WITH CROSS BARS 68.69 16.0 21.3 8.85 1.00 INSTALL 69.6 FT OF 36" SICPPP WITH END CAP 62.52 0.00 103.6 121.8 69.60 INSTALL 61.6 FT OF 6" SDR-35 WITH END CAP, DOWNSTREAM 20 FT PERFORATED 62.52 2.03 27.4 27.7 41.60 20.00 320 C 16+57.58 19.99 RT T INSTALL TYPE T DI WITH BAFFLE WALL (NOTE 2) AND #11 PCB WITH CROSS BARS 56.76 15.7 21.0 8.70 1.00 INSTALL 75.9 FT OF 36" SICPPP WITH END CAP 50.73 0.00 111.0 130.9 75.90 INSTALL 25.5 FT OF 10" SDR-35 50.73 5.00 20.8 21.3 25.50 321 C 17+54.31 20.00 RT T INSTALL TYPE T DI WITH STAND PIPE (NOTE 2) AND #11 PCB WITH CROSS BARS 61.64 18.1 24.1 9.99 1.00 INSTALL 60.9 FT OF 36" SICPPP WITH END CAP 55.65 0.00 84.3 100.3 60.90 INSTALL 38.8 FT OF 6" SDR-35 WITH END CAP, DOWNSTREAM 20 FT PERFORATED 54.32 1.08 12.4 12.5 18.80 20.00 322 C 18+91.03 19.99 RT T INSTALL TYPE T DI WITH STAND PIPE (NOTE 2) AND #11 PCB WITH CROSS BARS 68.73 15.7 20.9 8.67 1.00 INSTALL 59.9 FT OF 36" SICPPP WITH END CAP 62.73 0.00 81.4 97.1 59.90 INSTALL 92.7 FT OF 6" SDR-35 WITH END CAP, DOWNSTREAM 20 FT PERFORATED 62.73 2.79 41.9 42.4 72.70 20.00 SHEET TOTALS: 480.3 210.1 807.0 168.6 80.0 25.5 0.0 335.9 44.9 5.0 CUMULATIVE TOTALS: 1438.9 537.2 2325.1 168.6 80.0 255.8 293.3 923.2 111.0 13.0

2024 © sportdocbox.com Privacy Policy | Terms of Service | Feedback