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KCMO5800

Course: CE 411, Fall 2009
School: UMKC
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V DIVISION DESIGN CRITERIA SECTION 5800 STREET LIGHTING APPROVED AND ADOPTED THIS 15TH DAY OF DECEMBER, 1982 KANSAS CITY METROPOUTAN CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION Section 5800 5800 5800 5801 Title Page No. Index .......................................................................... i Resolution ................................................................ ii KCMO Supplement Ordinance...

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V DIVISION DESIGN CRITERIA SECTION 5800 STREET LIGHTING APPROVED AND ADOPTED THIS 15TH DAY OF DECEMBER, 1982 KANSAS CITY METROPOUTAN CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION Section 5800 5800 5800 5801 Title Page No. Index .......................................................................... i Resolution ................................................................ ii KCMO Supplement Ordinance Document .......................... iii APPLICABILITY.................................................... 58-1 5802 GENERAL............................................................. 58-1 5802.1 System Composition................................................... 58-1 5802.2 Design Standards....................................................... 58-1 5803 5803.1 5803.2 5803.3 5803.4 5803.5 5803.6 5803.7 5804 5804.1 5804.2 5804.3 LIGHTING LAYOUT............................................... 58-1 General................................................................... 58-1 Street and Area Classification........................................ 58-2 Pavement Classification............................................... 58-2 Luminance/Illuminance Values....................................... 58-2 Uniformity Ratios....................................................... 58-2 Mounting Height and Spacing....................................... 58-2.1 Pole Setback............................................................ 58-2.1 ELECTRICAL SYSTEM........................................... 58-3 General................................................................... 58-3 Feed Point................................................................ 58-3 Distribution System..................................................... 58-3 i KCMO (May 2001) RESOLUTION Be it resolved by the Director of Public Works of Kansas City, Missouri that the following listed Section of Division V, Design Criteria, approved and adopted December 15th, 1982 by the Kansas City Metropolitan Chapter of the American Public Works Association is approved and adopted as Official Standard Construction and Materials Specifications for the Department of Public Works of Kansas City, Missouri with like section and page numbers, and hereby modified by the replacement pages of the attached supplement. Section 5800 Design Criteria for Street Lights A copy of said specifications criteria and supplement are attached hereto and incorporated herein by reference. The criteria shall become effective May 1, 2001 and shall supersede, in whole page format, all previously adopted Standard Specifications having the same section and page numbers as this supplement replaces. Approved and adopted as Official Document No___010189_____, this 30th__ day of __March___, 2001. George E. Wolf, Jr., P.E. Director of Public Works of Kansas City, Missouri ii KCMO (May 2001) KCMO Supplement May 2001 Document No. 010189 CITY OF KANSAS CITY, MISSOURI SUPPLEMENT TO APWA STANDARD SPECIFICATIONS AND DESIGN CRITERIA SECTION 5800 This is the Kansas City, Missouri Supplement to Section 5800 of the American Public Works Association, Standard Specifications and Design Criteria. The following pages are approved and adopted as replacement pages to the sections and paragraphs of the Kansas City Metropolitan Chapter's APWA, Standard Specifications and Design Criteria (Metro Chapter Standards) that were adopted by the Chapter on December 15th, 1982. The deletions and additions in the following replacement pages that partially revise and supplement the December 1982 Metro Chapter Standards become a part of Section 5800 for use within Kansas City, Missouri. Text that supplements the Metro Chapter Standards is identified by bold italic font. Text that is found in the Metro Chapter Standards text and that does not appear in the following replacement pages, is deleted and not adopted. The City of Kansas City, Missouri, Department of Public Works supplement replacement pages are identified in the bottom-left margin by "KCMO (Adoption-Month Adoption-Year)" and/or by light-blue stock. The supplement replacement pages are numbered and sectioned so as to follow in sequence with the Metro Chapter Standards. KCMO (May 2001) iii 5803.2 5803.5 5803.2 Street and Area Classification: See Section I of the Standard Practice. The designer should consult zoning maps and available future planning documents to assist in area classification. Many municipalities have a major street plan or other documents which classify streets. All plans shall include area and roadway classification. 5803.3 Pavement Classification: See Section 2.3 of the Standard Practice. The designer should consider that Portland cement concrete pavement may lose as much as 50% of its reflective property over its life. The designer should also consider the owner's overlay Pavement practice. classification R3 is usually a good choice. 5803.4 Luminance, Illuminance, Uniformity Ratios, Veiling Luminance, Pedestrian Horizontal Illuminance Values are obtained from Table 2 and 4 of the ANSI IES RP-8 Standard Practice. These are values which are expected to exist at the time of relamping. A. All submittals shall include the following, as set forth in ANSI/IES RP-8, for all unique roadway configurations: 1. 2. 3. 4. 5. 6. 7. 8. 9. average pavement luminance average/minimum luminance ratio maximum/minimum luminance ratio average illuminance average/minimum illuminance ratio maximum/minimum illuminance ratio maximum veiling luminance ratio pedestrian horizontal illuminance pedestrian average/minimum illuminance ratio Where sidewalks are present or proposed, the average maintained horizontal illuminance on sidewalks should meet or exceed the standards set forth in Table 4 of ANSI/IES RP-8. B. The maintenance factor for major-intermediate, collector-commercial, collector-intermediate and local-commercial shall be 0.54. All other streets (except where industrial areas are in the vicinity of any streets where a maintenance factor of 0.54 applies) shall be 0.68. C. All computer printouts and calculations shall be submitted and luminance, illuminance, veiling luminance and pedestrian illuminance and all uniformity ratios shall be shown on the plans. 5803.5 Uniformity Ratios: In addition to the average to minimum illuminance ratio recommended by the Standard Practice, the maximum to minimum illuminance ratio shall not exceed ten on all except local residential streets. 58-2 KCMO (May 2001) 5803.6 5803.7 5803.6 Mounting Height and Spacing: Sections 3.6 and 3.7 of the Standard Practice offer guidance to the designer. Generally, with well designed luminaires, the mounting height and spacing are selected to achieve the desired uniformity ratio. The lamp size is then selected to provide the desired value of illuminance. Many luminaire manufacturers offer an applications engineering service which may be helpful in determining the optimum mounting height and spacing. Poles should be located in the public right-of-way as near to the side property lines as feasible. A. Pole spacing on residential streets shall not exceed 175 feet. The following uniformity regulators shall apply: 1. No spacing shall differ from an adjacent spacing by more than 7 percent 2. No individual spacing in a given block shall differ from the average for that block by more than 8 percent 3. The average spacing in any block shall not differ from the average spacing in an adjacent block by more than 5 percent. B. Narrow roads shall be designed to have uniform spacing using only one side, while wider roads shall use opposite spacing. There shall be no staggered spacing or randomly located streetlights other than at intersections. 5803.7 Pole Setback: In general, the pole setback from the curb should be selected to help prevent the pole from being struck by a vehicle. This should be eight or more feet on heavily traveled streets. An appropriate length mounting arm to put the luminaire at or near the curb should be specified. On limited access roadways, the use of breakaway pole bases is recommended. Guardrail can also be used to prevent a vehicle from striking the pole. (CONTINUED NEXT PAGE) 58-2.1 KCMO (May 2001) 5804.1 SECTION 5804 ELECTRICAL SYSTEM 5804.3 5804.1 General: The electrical system shall comply with the standards listed in Section 5802.2 and service standards issued by the utility which will be supplying power to the street light system. A. All plans shall include: 1. Voltage drop calculations 2. One line schematic with circuit loading, breakers details 3. Wire sizing, conduit and insulation type, and fusing details 4. Routing of circuits relative to existing utilities, burial depth, conduit size and type, and locations, etc. B. All poles shall be numbered to ensure that any new streetlights installed is uniformly identified. The City shall assign pole numbers to each streetlight at the time of the plan review and the design engineer shall place the numbers on the final approved construction drawings. 5804.2 Feed Point: The feed point location shall be coordinated with the utility to insure availability of service. The load should be adjusted to take advantage of the rate schedule and secure the most economical rate. The main fuse or circuit breaker shall be capable of interrupting the maximum fault current expected at the service location, but in no case less than 65.000 amperes. 5804.3 Distribution System: All new circuitry shall be underground and 240 volts. Cables shall be sized so that the voltage drop does not exceed five percent at any point in the system. Conductors shall be no larger than 1/0 AWG or no smaller than #8 AWG. 58-3 KCMO (May 2001)
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UMKC - CE - 411
Plans CriteriaJune 26, 1991 ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS CITY OF KANSAS CITY, MISSOURIPLAN PRESENTATION CRITERIA AND PROCEDURE FOR STREET, STORM AND SANITARY SEWER PROJECTS All plans and specifications for street, storm sewer,
UMKC - CE - 411
SWOPE PARK INDUSTRIAL AREAThe Swope Park Industrial Park is located along the Blue River at 75th Terrace and Manchester Trafficway. The entire area is located within the 100-year flood plain and the area experiences especially hazardous flooding con
UMKC - CE - 411
Bridge ReplacementKCMO Project No.: XXXX Bridge No.: S146C33 048 Replacement st 91 and Grandview Road, Kansas City, MOSenior Design CE 411 University of Missouri - Kansas CitySubmitted: December 3, 2007
UMKC - CE - 411
Design OptionsGiven the objectives several different types of bridges/culverts were analyzed for replacements. These objectives eliminated several bridge types from the start. A customdesigned steel bridge was not considered because the skilled lab
UMKC - CE - 411
Bridge ReplacementKCMO Project No: XXXX Bridge No.: S146C33 048 Replacement st 91 and Grandview Road, Kansas City, MOSenior Design CE 411 University of Missouri - Kansas CityDecember 2007iLocationStudyReportKCMO Project No. 210-089-7702-552
UMKC - CE - 411
Bridge ReplacementKCMO Project No.: XXXX Bridge No.: S146C33 048 Replacement st 91 and Grandview Road, Kansas City, MOSenior Design CE 411 University of Missouri - Kansas CitySubmitted: December 3, 2007iLocation Study ReportKCMO Project No.
UMKC - CE - 411
Bridge ReplacementKCMO Project No.: XXXX Bridge No.: S146C33 048 Replacement st 91 and Grandview Road, Kansas City, MOSenior Design CE 411 University of Missouri - Kansas CitySubmitted: December 3, 2007iLocation Study ReportKCMO Project No.
UMKC - CE - 411
Bridge ReplacementBridge No.: S146C33 048 Replacement 91 and Grandview Road, Kansas City, MOstUniversity of Missouri - Kansas CityDecember 2007iBridge Replacement Bridge No.: S146C33 04891st & Grandview Road Kansas City, MOREDCONE Civil
UMKC - CE - 411
[Academic use only] .\FinalDrawingSet\00_title.dgn 6/10/2005 4:09:54 PM
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DESIGN FILL (ft-in) 0'-9"HS20MEMBER THICKNESSES TS BS TX Thick Thick. Thick A1 Size Bars c to c TOP SLAB BARS J3 Bars Size c to c A2 SizeSpan (S) = HT (ft) = 7 or BOTTOM SLAB BARS Bars J4 Bars c to c Size c to c10 89 WALL BARS B2 Bars F G1 S
UMKC - CE - 411
[Academic use only] .\Drawings\utilities.dgn 6/10/2005 5:20:50 PM
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[Academic use only] .\Drawings\Anan_base_map.dgn 6/10/2005 5:09:55 PM
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[Academic use only] .\Drawings\Erosioncontroplan.dgn 6/10/2005 5:23:59 PM
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[Academic use only] .\FinalDrawingSet\11_xs.dgn 6/10/2005 4:36:28 PM
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[Academic use only] .\FinalDrawingSet\11_xs.dgn 6/10/2005 4:37:24 PM
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[Academic use only] .\Drawings\culvert_section.dgn 6/10/2005 4:39:40 PM
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[Academic use only] .\FinalDrawingSet\00_title.dgn 6/10/2005 4:09:54 PM[Academic use only] .\FinalDrawingSet\01_toc.dgn 6/10/2005 4:11:37 PM[Academic use only] .\FinalDrawingSet\02_plan.dgn 6/10/2005 4:15:08 PM[Academic use only] .\Drawings\typ
UMKC - CE - 411
Including Errata No. 1 dated June 14, 2001December 2000Page TC10-1PART 10. TRAFFIC CONTROLS FOR HIGHWAYLIGHT RAIL TRANSIT GRADE CROSSINGS TABLE OF CONTENTSPage CHAPTER 10A. Section 10A.01 Section 10A.02 Section 10A.03 Section 10A.04 Section 10
UMKC - CE - 411
Including Errata No. 1 dated June 14, 2001December 2000Page TC2-1PART 2. SIGNS TABLE OF CONTENTSPageCHAPTER 2A.Section 2A.01 Section 2A.02 Section 2A.03 Section 2A.04 Section 2A.05 Section 2A.06 Section 2A.07 Section 2A.08 Section 2A.09 Sec
UMKC - CE - 411
December 2000Page 2B-1CHAPTER 2B. REGULATORY SIGNS Section 2B.01 Application of Regulatory Signs Standard: Regulatory signs shall be used to inform road users of selected traffic laws or regulations and indicate the applicability of the legal req
UMKC - CE - 411
December 2000Page 2C-1CHAPTER 2C. WARNING SIGNS Section 2C.01 Function of Warning SignsSupport: Warning signs call attention to unexpected conditions on or adjacent to a highway or street and to situations that might not be readily apparent to r
UMKC - CE - 411
December 2000Page 2D-1CHAPTER 2D. GUIDE SIGNS-CONVENTIONAL ROADS Section 2D.01 Scope of Conventional Road Guide Sign Standards Standard: Standards for conventional road guide signs shall apply to any road or street other than low-volume roads (as
UMKC - CE - 411
December 2000Page 2E-1CHAPTER 2E. GUIDE SIGNS-FREEWAYS AND EXPRESSWAYS Section 2E.01 Scope of Freeway and Expressway Guide Sign StandardsSupport: These standards provide a uniform and effective system of highway signing for high-volume, high-spe
UMKC - CE - 411
December 2000Page 2F-1CHAPTER 2F. SPECIFIC SERVICE SIGNS Section 2F.01 Eligibility Standard: Specific Service signs shall be defined as guide signs that provide road users with business identification and directional information for services and
UMKC - CE - 411
Including Errata No. 1 dated June 14, 2001December 2000Page TC3-1PART 3. MARKINGS TABLE OF CONTENTSPageCHAPTER 3A.Section 3A.01 Section 3A.02 Section 3A.03 Section 3A.04 Section 3A.05 Section 3A.06GENERAL . . . . . . . . . . . . . . . . .