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HomeMy WebLinkAbout1990-30 - Amendments to Section 17.1 of the Municipal CodeBILL N0. ORDINANCE N0. AN ORDINANCE AMENDING EXHIBIT "A" TO SECTION 17.1 OF THE CITY CODE OF RIVERSIDE, MISSOURI BY ADDING APWA SECTION 5200, STREETS AND APWA STANDARD DRAWINGS C -1, D -1, SL -1, SL -2, SL -2A, SL -3, SW -1 and SW -2, AND THE CITY OF KANSAS CITY, MISSOURI SUPPLEMENT TO SECTION 2200 DATED APRIL 2 1990, THE CITY OF KANSAS CITY, MISSOURI SUPPLEMENT TO SECTION 2300 DATED APRIL 2, 1990 AND THE CITY OF KANSAS CITY, MISSOURI SUPPLEMENT TO SECTION 2400 DATED JANUARY 1, 1990. BE IT ORDAINED BY THE BOARD OF ALDERMEN OF THE CITY OF RIVERSIDE, MISSOURI AS FOLLOWS: SECTION 1. Exhibit "A" to Section 17.1 of the City Code of Riverside, Missouri, shall be amended to add the following: APWA Section 5200, Streets and APWA Standard Drawings C -1, D -1 SL -1, SL -2, SL -2A, SL -3 SW -1 and SW -2, the City of Kansas City, Missouri Supplement to Section 2200 dated April 2, 1990, the City of Kansas City, Missouri Supplement to Section 2300 dated April 2, 1990 and the City of Kansas City, Missouri Supplement to Section 2400 dated January 1, 1990, attached hereto and made a part hereof by reference as though more fully set forth herein. SECTION 2. If any provision of the City of Riverside's Zoning Code, Subdivision Regulations, General Code or any other ordinance of the City of Riverside, Missouri is inconsistent with Sections 5200, 2200, 2300, 2400 or their supplements and all of the drawings adopted in Section 1 above, the regulations which are more restrictive or which impose higher standards or requirements shall govern. SECTION 3. The City Clerk is directed to incorporate the provisions of this ordinance into the appropriate sections of the City Code. PASSED THIS DAY OF ,r i -: , 1990. MAYOR ATTEST: CITY CLERK APPROVED THIS DAY OF /--" l I. . MAYOR , 1990. DIVISION V DESIGN CRITERIA SECTION 5200 STREETS Approved and Adopted this day of 1989 Kansas City Metropolitan Chapter of the American Public Works Association Page No. 5200 STREETS . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 -1 5201 GENERAL . . . . . . . . . . . . . . . . . . . . . . . . . 52 -1 5201.1 Introduction. . . . . . . . . -. . . . . . . . . . . . . 52-1 5202 FUNCTIONAL CLASSIFICATION OF STREETS 5202.1 Residential Access Streets . . . . . . . . . . . . . . . . . . 52 -1 5202.2 Residential Local Streets . . . . . . . . . . . . . . . . 52 -1 5202.3 Residential Collector Streets . . . . . . . . . . . . . . 52 -1 5202.4 Industrial /Commercial Collector Streets . . . . . . . . . . . 52 -1 5202.5 Minor Arterial Streets . . . . . . . . . . . . . . . . . . . . 52 -2 5202.6 Major Arterial Streets . . . . . . . . . . . . . . . . . . . . 52 -2 5203 GENERAL STREET DESIGN CRITERIA 5203.1 This section governs the general design requirements for the following street classifications.. . . . . . . . . . . . 52 -3 5203.2 Maximum Gradient . . . . . . . . . . . . . . . . . . . . . . . 52 -6 5203.3 Shoulder Gradients . . . . . . . . . . . . . . . . . . . . . . 52 -6 5203.4 Tangent Length. 52 -6 5203.5 Off- Center Street Intersections 52 -6 5203.6 Connections to Existing Pavement. . . . . . . . . . . . . . . 52 -6 5203.7 Storm Drainage . . . . . . . . . . . . . . . . . . . . . . 52 -6 5203.8 Cul -De -Sacs . . . . . . . . . . . . . . . . . . . . 52 -6 5203.9 Temporary Turn- Arounds. . . . . . . . . . . . . . . . . . . . 52 -6 5203.10 Survey Monument Boxes . . . . . . . . . . . . . . . . . . . . 52 -6 5203.11 Traffic Impact Studies. 52 -7 5203.12 Sidewalk Wheelchair Ramps 52 -7 5203.13 Street Lighting . . . . . . . . . . . . . . . . . . . . 52 -7 5203.14 Other Design Criteria 52 -7 5203.15 Driveway Elevations 52 -7 5203.16 Sight Distance At Intersecting Streets. . . . . . . . . . . . 52-7 5203.17 Intersecting Minor /Major Arterial Streets . . . . . . . . . 52 -7 5203.18 Considerations For Connection To Existing and Future Streets. 52 -7 5203.19 Erosion Control Within R/W Limits . . . . . . . . . . . . . . 52 -7 5204 GENERAL PLAN REQUIREMENTS 5204.1 Scope . . . . . . . . . . . . . . . . . . . . . . . . . 5204.2 General . . . . . . . . . . . . . . . . . . . . . . . . . 5204.3 Scales. . . . . . . . . . . . . . . . . . . . . . . . . 5204.4 Sheet Sizes . . . . . . . . . . . . . . . . . . . . . . 5204.5 Types of Sheets inPlans. . . . . . . . . . . . . . 5204.6 Required Information for Title Sheet. . . . . . . . . . . 5204.7 General Layout Sheet . . . . . . . . . . . . . . . . . . . 5204.8 Plan and Profile Sheets . . . . . . . . . . . . . . . . . 5204.9 Cross - Section Sheets. 5204.10 Stand and Special Detail . Typical Section Residential Access Streets (STD. DRWG. N0. Typical Section Residential Local Streets (STD. DRWG. NO. Typical Section Residential Collector Streets (STD. DRWG. Typical Section Industrial /Commercial Collector Streets (STD. DRWG. N0. ST -4) Typical Section Minor 8 Major Arterial Streets (STD. DRWG. Street Pavement Types (STD. DRWG. NO. ST -6) Off- Center Street Intersections (STD. DRWG. N0. ST -7) Typical Residential Street Layout (STD. DRWG. N0. ST -8) Survey Monument Box (STD. DRWG. N0. ST -9) Figure 1 - Design Controls For Sag Vertical Curves, Open Road Conditions Figure 2 - Design Controls For Crest Vertical Curves, For Stopping Sight Distance and Open Road Conditions . 52 -8 . 52 -8 . 52 -8 . 52 -8 . 52 -8 . 52 -9 . 52 -9 . 52 -9 . 52 -10 52 -10 �ST-1) ST -2) N0. ST -3) N0. ST -5) DIVISION V DESIGN CRITERIA SECTION 5200 STREETS SECTION 5201 GENERAL 5201.1 Introduction: This criteria provides for designing and checking the design of streets in the Kansas City Metropolitan Area. Specif;c criteria have been developed and are applicable to the types of conditions ordinarily encountered in local urban and suburban areas. Other special situations may be encountered that require added criteria or more complex design than included herein. In addition to this criteria street improvements shall be designed to conform to applicable codes, regulations, and ordinances as established by the local government. Streets shall be designed in accordance with the classifications determined by the local governments and�shail conform to the typical sections shown on Standard Drawing Numbers ST -1 thru ST -6, unless otherwise approved. Plans for said improvements shall be submitted to the local government for approval and shall include all information as may be required or described hereinafter. SECTION 5202 FUNCTIONAL CLASSIFICATION OF STREETS: The classification of streets shall be generally defined as follows: 5202.1 Residential Access Streets - Streets that carry only traffic having either destination or origin on the street itself. Access Streets are designed as loops, cul- de-sacs, eyebrows or similar configurations. Desirable Maximum ADT = 200 for cul -de -sacs and 400 for loop streets. Maximum length for cul -de -sacs = 500 feet and 1000 feet for loop streets. ADT (Average Daily Traffic) = 10 trips per day per typical single family residence. 5202.2 Residential Local Streets - Streets that collect traffic only from access streets and carry only traffic having origin or destination within the immediate neighborhood. Desirable Maximum ADT = 1,000 for local streets. ADT (Average Daily Traffic) = 10 trips per day per typical single family residence. 5202.3 Residential Collector Streets - Streets that collect traffic from access and local streets and distribute it to arterial streets. Residential collector have only residential frontage with minimal access. Desirable Maximum ADT = 3000 for residential collector streets. 5202.4 Industrial /Commercial Collector Streets - Streets that collect traffic from commercial or industrial areas and distribute to arterial streets. Industrial /Commercial collector streets provide only industrial or commercial frontage. 52 -1 5202.5 Minor Arterial Streets - Streets that interconnect and augment the major arterial streets. No or limited access is allowed from residential lots. Accommodate trips of moderate length at a lower level of travel mobility than major arterials. Spacing of minor arterial streets are generally from 112 mile to 3 miles. 5202.6 Major Arterial Streets - Streets that serve the highest traffic volume corridors and the longest trip. Also provides travel between business districts and outlying residential areas, between major inner city communities and between major suburban centers. No or limited access is allowed from residential streets. Access is usually partially controlled. Spacing of major arterial streets is generally from 1 mile to 5 miles. 52 -2 SECTION 5203 GENERAL STREET DESIGN CRITERIA: 5203.1 This section governs the general design requirements for the following street classifications. Major Minor Industrial/ Commercial Arterial Arterial Collector Number of Traffic Lanes Minimum Width Width of Traffic Lanes (excludes C & G) 11 -12' 11 12' Additional Number of Parking Lanes 0 -2 0 -2 -0- Additional Width of Parking Lanes 8' 8' -0- Width of Median 16' -40' -0- -0- Minimum Right -Of -Way Width 100' -150' 80' 60' -80' Minimum Utility Easement Each Side of right -of -way line 10' 10' 10' Minimum Design Speed MPH 50 `40 30 Min. Stopping Sight Distance 400' -475' 275' -325' 200' Minimum K Crest Vertical Curve 110 -160 60 -80 30 Minimum K Sag Vertical Curve 90 -110 60-70 40 (55 w /lighting) (35 w /lighting) (20 w /lighting) Minimum Radii Horizontal Curves 1 700' 300' (No superelevation) Sidewalks 2 2 1 or 2 Typ. Maximum Grade (in percent) 6% 7% 6% "Absolute Maximum Grade 6% 8% 8% Minimum Grade 0.5% 0.5% 0.5% Curb Return Radius 50' 35' 30' Min. Spacing of Similar Roadways 1 miles 112 mile 1/4 mile .Min. Dist. from Intersection of R.O.W. to Curb Cut 250' 200' 150' 52 -3 SECTION 5203 GENERAL STREET DESIGN CRITERIA: 5203.1 This section governs the general design requirements for the following street classifications. Number of Traffic Lanes Minimum Width of Traffic Lanes (excl. C & G) Additional Number of Parking Lanes Additional Width of Parking Lanes Minimum Right -Of -Way Width Minimum Utility Easement Each Side of right -of -way line Minimum Design Speed MPH Min. Stopping Sight Distance Minimum K Crest Vertical Curve Minimum K Sag Vertical Curb Minimum Radii Horizontal Curves (No superelevation) Sidewalks Typ. Maximum Grade (in percent) "Absolute Maximum Grade Minimum Grade Curb Return Radius Min. Spacing of Similar Roadways Min. Dist. from Intersection of R.O.W. to Curb Cut (SEE FOOTNOTES PAGE 4) Residential Residential Residential Collector Local Access 11' 12' *9 or 12' 0 -2 0 -2 0 -1 8' 8' 8' 60' 50'(2 walks) '40' 25' Min. 45'(1 walk) 15' Min. 10' a)15' one side 15' 112 mile & 10' other 175' 100' side (45' R /W) 25' b)10' (50' R /W) 30 25 20 200' 150' 125' 30 20 10 40 30 20 (20 w /lighting) (14 w /lighting) (9 w /lighting) 300' 185' 100' 2 1 or 2 1 or none 8% 10% 12% 10% 12%- 15% 0.5% 0.5% 0.5% 25' Min. 20' Min. 15' Min. 30' Des. 25' Des. 20' Des. 112 mile 200' 175' 100' 25' 25' 52 -4 * The 9 foot width for Access Streets may be used only in planned development where a minimum of 4 off - street parking spaces are provided for each dwelling unit. **To be exceeded only under spec. conditions, such as, extremely hilly site topo and /or matching existing streets. NOTES: 1. For special access street conditions, minimum design speed = 15 MPH, with corresponding minimum horizontal radius = 50'; minimum stopping sight distance = 90'; minimum Kcrest = 6, and minimum Ksag = 10 (5 w /lighting). 2. At end of cul -de -sac, minimum design speed = 10 MPH, with corresponding minimum horizontal radius - 25', minimum stopping sight distance = 75 minimum Kcrest = 3, and minimum Ksag - 5 (2 w /lighting). 3. All street design is subject to local government approval. 4. K values for crest and sag vertical curves may be determined using the chart on Figure 1 or 2, in accordance with AASHTO- Geometric Design of Highways and Streets, Figure 111 -39 and 111 -40. The higher K value shown on page 52 -3 shall be used unless otherwise approved by the local government. 5. See Standard Drawing No. ST-8 for typical residential street layout. 52 -5 5203.2 Maximum Gradient. The maximum gradient for streets as noted in Section 5203.1 may be exceeded only upon written approval of the local government. 5203.3 Shoulder Gradients. The finished grade within the limits of the right -of -way shall slope from one - quarter (1/4) inch vertical to one 0? foot horizontal minimum, to one -half (1/2) inch vertical to one (1) foot horizontal maximum measured above the back of the curb. The grading gradients may be varied only upon written approval of the local government. Backslopes beyond the R/W line shall be 3:1 maximum, 4:1 desirable. 5203.4 Tangent Length. No tangent length shall be required between reverse curves for residential access and residential local streets. The minimum tangent length between reverse curves shall be one hundred feet for collector /industrial. Major and minor arterials shall comply with current AASHTO guide lines. 5203.5 Off- Center Street Intersections. Off- center street intersections shall be separated as shown on Standard Drawing No. ST -7. 5203.6 Connections to Existing Pavement. Where a new street is to connect to an existing street, all deteriorated or cracked asphalt within five (5) feet of the connection point shall be removed with a neat sawed joint to a point where sound material is found. If full -depth pavement removal is required the top 6" of subgrade will be recompacted to 95% of standard density. 5203.7 Storm Drainage. All storm drainage shall be designed in accordance with Section 5600 of the APWA design criteria unless otherwise directed or approved by the local government. 5203.8 Cul -De -Sacs. At locations where streets are to be terminated and a vehicular connection between adjacent streets is not required a cul -de -sac may be permitted. Such cul -de -sac shall be constructed with a minimum radius of thirty -nine (39) feet to the back of the curb. 5203.9 Temporary Turn - Arounds. At locations where streets will be temporarily terminated which will extend at a later date, and said street extends beyond the intersection of an adjacent street more than 150 feet, a temporary cul -de -sac shall be constructed with a minimum radius of thirty -five (35) feet. The temporary cul -de -sac shall be constructed of asphaltic concrete with a minimum depth of six (6) inches (residential streets) eight (8) inches all other street classifications . Curb and gutter will not be required. The cul -de- sac shall be constructed within the limits of a permanent easement. 5203.10 Survey Monument Boxes. Monument boxes conforming to Standard Drawing ST -9 shall be installed at all quarter section corners as involved in the street construction. 52 -6 5203.11 Traffic Impact Studies. Are recommended where large developments are being planned. Usually done at the expense of the developer. 5203.12 Sidewalk Wheelchair Ramps. Ramps shall be required at all planned sidewalk -curb intersections in accordance with standard practice and approved by the local government. Private driveway and alleys will also be designed to accommodate sidewalk ramps. 5203.13 Street Lighting. All street lighting shall be designed in accordance with Section 5800 of the APWA design criteria unless otherwise directed or approved by the local government. 5203.14 Other Design Criteria. All other street design shall be in accordance with the most current edition of "A Policy on Geometric Design of Highways and Streets" authored by the American Association of State Highway and Transportation Officials ( AASHTO) or other applicable AASHTO design guides. 5203.15 Driveway Elevations. Driveways shall attain top of curb elevation within the R /W. Driveway grades within R/W shall be 8% maximum until curb height is reached. Breakover grades for crest drives shall be 8% maximum and sag drives shall be 12% maximum. Driveway elevation shall not be more than 6" above or below the typical section elevation at the R/W line, to allow for a smooth sidewalk profile. 5203.16 Sight Distance At Intersecting Streets. Sight distance triangles at intersecting side streets shall be in accordance with the current edition of "A Policy on Geometric Design of Highways and Streets" by AASHTO. 5203.17 Intersecting Minor /Major Arterial Streets. Where any minor or major arterial streets intersect each other, the crowns of both streets shall be warped into a plane at the intersection unless otherwise approved. Changes from one cross slope to another should be gradual. 5203.18 Considerations For Connection To Existing And Future Streets. Con- sideration shall be given to the horizontal and vertical alignment of roadways where they connect to existing streets or where roadways may be extended in the future. 5203.19 Erosion Control Within R/W Limits. As a minimum, all grass areas in the R/W shall be seeded and mulched to control erosion on to the roadway. 52 -7 SECTION 5204 GENERAL PLAN REQUIREMENTS 5204.1 Scope: This section governs the preparation of plans for street projects. 5204.2 General: The plans shall include all information necessary to build and check the design of streets and related appurtenances. The plans shall be arranged as required by the local government. Standard details of the local government may be included by reference. Plans shall be sealed by a Registered Professional Engineer in the state and shall be submitted to the local government for review and approval. 5204.3 Scales: Plans shall be drawn at the following minimum scales. Larger scales may be needed to clearly present the design. Bar scales shall be shown on each sheet for each scale. Plan: 1 -inch = 50 feet Suburban 1 -inch = 20 feet Urban Profile: Vertical: 1 -inch = 10 feet Suburban 1 -inch = 5 feet Urban Horizontal: 1 -inch = 50 feet Suburban 1 -inch = 20 feet Urban Drainage Area Map: On site: 1 -inch = 200 feet Off site: 1 -inch = 1,000 feet Structural Plans: 1/4 -inch = 1 foot Graphic Drawings: Varies 5204.4 Sheet Sizes: The suggested plan sheet size is 22" x 36" or 24" x 36" with all sheets in a given set of plans being of the same size. Plan and profile shall be drawn on double or single plan and profile sheets to minimum scales shown above. 5204.5 Types of Sheets in Plans: The plans shall consist of: 1. Title Sheet 2. General Layout Sheets 3. Plan and Profile Sheets 4. Cross - Section Sheets 5. Drainage Area Map 6. Standard and Special Detail Sheets Each sheet should contain a sheet number, including the individual sheet number and the total number of sheets, the engineer's seal, proper project identification and date. Where feasible, storm sewer construction details should be incorporated into street construction drawings. 52 -8 5204.6 Required Information for Title Sheet: 1. Name of Project 2. Project number (where applicable) 3. Index of sheets included in plans 4. A location map adequately showing project location in relation to major streets with North arrow and scale, or a general layout may be substituted for the location. map with the items listed in Section 5204.7. 5. Signature block for local government approval. 6. The project control bench mark shall be identified as to location and elevation; NGVD datum or as required by local government. 7. Name, address and telephone number of the consulting engineer and owner /developer and signature block. B. List containing name and telephone number of each utility company, and the State One -Call System. 9. A legend of symbols shall be shown which shall apply to all sheets. 5204.7 General Layout Sheet: The following items shall be included on the general layout sheet. 1. North arrow and bar scale. Scale of the general layout map shall be one (1) inch equals one hundred (100) feet. 2. Layout shall include names of subdivision, block designation, if any, lot designation, or proposed block and lots, all street names, street alignment with back of curb lines, and an accurate tie to at least one quarter section corner. An unplatted tract shall have an accurate tie to at least one (1) quarter section corner. 3. Boundary line of project area. 4. Schematic layout of all proposed sidewalks and utility improvements including storm drainage, sanitary sewers, water lines, street lights, traffic signals, etc ... shall be shown. 5. A list of materials and quantities, if not provided on a separate sheet. 5204.8 Plan and Profile Sheets: The following items shall be included on the plan and profile sheets for all street projects. 1. North arrows and bar scale. 2. Elevation and location of all applicable benchmarks (NGVD datum or as required by local government). 3. Existing and proposed streets with names and pavement widths. 4. Property lines properly identified as to existing or proposed lot, block and subdivision. 5. All existing and proposed utilities such as power, gas, oil, water, telephone, sewer, and other items shall be properly located in conformance with the best information available in the records of the owner of such facilities, or field location, and identified as to size and material. 6. All existing and known proposed improvements within 50 feet each 52 -9 side of right -of -way and 200 feet beyond the project limits shall be shown at their proper locations unless otherwise approved or required by local government. This shall include such existing , items as paved streets, curbs and gutters, driveways, culverts, fire hydrants, utility poles, trees, shrubs, fences, walls, houses, and other such items, and shall be identified as to type, size, material, etc., as may be applicable. 7. All existing and proposed easements and right -of -way information. 8. General notes shall be shown on the first plan sheet. Minor con- struction notes shall appear on the proper plan and profile sheets. 9. Locations and widths of existing and proposed sidewalks. 10. Horizontal curve data, vertical curve data, K value and stopping sight distances. Design speeds shall be shown on the title sheet. 11. Center line stations shall be marked at 100 foot intervals and at other pertinent points. 12. Distance between stations and grade at curb returns will be a maximum of 15'. 13. Profile shall show existing grade as a dashed line,•proposed finish grades or established street grades by solid lines. 14. Storm sewer criteria shall be in accordance with Section 5600. 15. Elevations shall be shown at a minimum interval of 50 feet for tangents and 25 feet for curves. 5204.9 Cross - Section Sheets: The following items shall be included on the cross - section sheets. 1. Street cross - section at each station showing existing grade by dashed lines and proposed grade by a solid line. Cross - sections to show existing grade lines a minimum of ten (10) feet beyond right -of -way lines or grading limit, whichever is further. 2. Center line elevation of top of pavement. 3. Centerline cross- sections shall be shown at all intersecting streets and driveways. 4. Additional cross - sections shall be shown as required to clearly describe the extent of the grading operations. 5. In lieu of cross- sections for residential development, 3 line profiles may be used if approved by the local government. The 3 line profiles shall consist of a profile of the existing ground at each right -of -way line and existing and finished profile at the centerline of the street. A grading plan may be required for residential development 5204.10 Standard and Special Detail Sheets: Detail sheets shall be included to show all details of appurtenances, materials, and construction. 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LL ............. . t ti �l r W� 8� J—j 7 lo` L) 0 w [ $ :�\ - � /.12 �- - E { {\ { {\ \(\\ cl a f ! / ^ »\ - ~ ol El ) U > a / �a - - - - -- \ ( - �Lk 0 LL k j % § L e / \ ^ ./ - @. \(\ § OE)ooe \ }ƒ \ \§ ".. � Z t D R 3 ---I � i V 5 L " T e E. ( a� {� I e J o _ i 1 I why I i I m m 4 L) i U D U ci v � a a L n V 0 a a ¢ U W O � N 4 N < U N O o Y ¢ 3 � J F < m U � Z 6 N W < N N U Z w a ¢ ¢ Y W 1 � N < Y a 3 W N as �� of _ z _ �3 F i kk »E :Y H -JE, V D 700157 CITY OF KANSAS CITY, MISSOURI SUPPLEMENT TO APWA STANDARD SPECIFICATIONS AND DESIGN CRITERIA SECTION 2200 This is Kansas City, Missouri supplement to Section 2200, APWA Standard Specifications and Design Criteria. The following additions, deletions and /or revisions are adopted for use and shall become a part of Section 2200 for use within Kansas City, Missouri. 2203 PORTLAND CEMENT, PORTLAND CEMENT - FLY ASH, OR LIME -FLY ASH STABILIZED AGGREGATE BASE 2203.2 Add paragraph D as follows: 2203.2.D. Strength of Material: The Portland Cement Fly Ash or Lime Fly Ash Stabilized Aggregate Base Material, when tested in accordance with ASTM C -593 Sections 8 and 9, shall have a compressive strength between 400 and 600 psi. 2203.5.A. Delete the entire second paragraph beginning "Where the required thickness of base is more than 6 inches - - - -- and the entire third paragraph beginning 'Width of lanes placed by the spreading equipment -------- 2203.5.E. Delete entire paragraph. 2203.5.I. Paragraph 2203.5.I. shall be deleted and the following 2203.5.I. shall be added in lieu thereof: 2203.5.I. Cold Weather Precautions: No base shall be placed on frozen subgrade or if it is apparent the mixture will be subject to freezing during the 5 day period following placement. Generally, base shall not be placed between November 15 and the following March 15. The Engineer may waive this cut -off period if the temperature is above 50 degrees F. and forecast to remain above 50 degrees F. for the next 5 days. If base material is placed during the designated cut -off period, the final asphalt surface course shall only be placed with the approval of the Engineer based on satisfactory curing of the base material and the absence of excess moisture. The final surfacing may be delayed until the following spring and then placed only after the base material has been approved by the Engineer. The material may have to be re- worked prior to placing the surface. -1- KCMG 2200 (4/2/90) 2205 ASPHALTIC CONCRETE SURFACE AND BASE ADD THE FOLLOWING AFTER 2205.8 2205.9 Asphalt Rot -Mix Recycling A. General: Except as modified herein, Recycled Asphaltic Concrete (RAC) shall be equal to that produced as new materials meeting Section 2205 titled Asphaltic Concrete surface and Base of the Standard Specifications and Design Criteria. Reclaimed Asphalt Pavement (RAP) and /or Reclaimed Aggregate Materials (RAM) shall represent no more than 30 percent of the composition for all surface mixtures and no more than 50 percent of the composition for all base mixtures. Only virgin materials shall be used in the surface course for new construction projects. Recycled or virgin materials may be used on restoration projects. Recycled materials may be used in the base course on any project. Recycled Asphaltic Concrete, if required, shall contain a combination of RAP, RAM, coarse aggregate, fine aggregate, mineral filler, asphalt cement, recycling agent, anti - stripping agent and approved additives, to produce an acceptable mixture. B. Materials Evaluation: All RAC materials shall have the following tests performed in addition to the usual Marshall procedures. (1) A sieve analysis shall be performed on RAP and /or RAM in accordance with ASTM C117, "Standard Test Method for Material Finer than No. 200 Sieve in Mineral Aggregates by Washing" and ASTM C136, "Standard Method for Sieve Analysis of Fine and Coarse Aggregates." (2) Asphalt content analysis shall be performed for RAP in accordance with Method "A" of ASTM D2172, "Standard Test Methods for Quantitative Extraction of Bitumen from Bituminous Paving Mixtures." (3) The extracted asphalt from Method "A" ASTM D2172 for RAP shall be reclaimed from solution in accordance with ASTM D1856, "Standard Test Method for Recovery of Asphalt from Solution by Abson Method." The consistency of the asphalt shall be then determined on the basis viscosity at 60 degrees C (140 degrees F), in accordance with ASTM D2171, "Standard Test Method for Viscosity of Asphalts by Vacuum Capillary Viscometer." This determination is necessary to estimate the required amount and grade of asphalt to be used in the recycled mix design. KCMO 2200 (4/2/90) -2- The viscosity of the extracted asphalt is not necessary when not more than 20 percent Reclaimed Asphalt Pavement (RAP) material is to be incorporated in the mix. The grade of asphalt to be used in recycled mixes shall be the same grade as used for virgin mixes. Any material obtained from cut -back asphaltic concrete streets or road - oil -chip seal streets is unacceptable for use in RAC. All sources of material for use in RAC shall be approved by the Materials Engineer. Material Requirements: (1) New asphalt cements added to the aged asphalt shall meet the requirements of ASTM D3381, 'Standard Specification for Viscosity- Graded Asphalt Cement for use in Pavement Construction" or ASTM D946, "Standard Specification for Penetration - Graded Asphalt Cement for use in Pavement Construction." (2) Recycling Agents, if used, shall meet the requirements of ASTM D4552, "Standard Practice for Classifying HOT MIX Recycling Agents." (3) The blend of RAP and /or RAM and virgin aggregates shall be checked for resistance to stripping. By using an accepted water sensitivity test determine if an anti - stripping agent is needed for the same asphalt chosen for the project. The immersion compression test, ASTM D1075, "Standard Test Method for effect of Water on Cohesion of Compacted Bituminous Mixtures" shall be performed for the compacted mixtures. The index of retained strength shall exceed 75 percent. (4) The RAP and /or RAM stockpiled at the plant site shall be maintained in numerous stockpiles separated on the basis of mix type- surface, binder and base. The TAP and /or RAM shall be processed such that 1008 will pass the 1 -1/2 inch sieve and 908 will pass the 1 -inch sieve. The RAP and /or RAM stockpiles shall be free of foreign matter (e.g., old planer teeth, ice, wood, soil, broken sewer castings, loop detector wire, protective membranes, rubberized joint filler materials and foiled turns, lane markers, trash, debris, etc.) RCMO 2200 (4/2/90) -3- D. Mix Design Requirements: The necessary steps for a final mix design for recycled mixtures shall be done in accordance with the Asphalt Institute's Manual Series No. 20 (MS -20) Titled Asphalt Hot -Mix Recycling Sec. ` 3.00 Recycling Hot -Mix Design using the Marshall ` Method. When a change in the RAP and /or RAM exceeds 15 percent of the original amount in the mix design, a new mix design must be submitted. E. Asphalt Plant Requirements: All delivery tickets shall designate the type of recycled mix, (RC -Type 1, RC -Type 2, RC -Type 3, or RC -Type 4). 2208 PORTLAND CEMENT CONCRETE PAVEMENT 2208.2.B. Section 2208.2.8, shall be deleted and the following shall be added in lieu thereof: '- 2208.2.B. Concrete: The concrete for the use in construction of Portland Cement Concrete pavement shall conform to the i requirements of MCIB Mix Number A558 -1 -2. The durability factor when tested in accordance with ASTM C -666 shall have a minimum value of 95. 2208.2.8.2. The following subsections 2208.2.B.2.a and b shall be added to Section 2208.2.B.2. 2208.2.B.2.a. Soundness: The maximum loss shall not be more than 108 when tested according to ASTM C -88 (sodium sulphate - 5 cycles) or 358 when tested according to ASTM C -131 (Los Angeles Abrasion). 2208.2.B.2.b. Deleterious Substances: The total shale, coal and lignite content shall not exceed one half percent (1/28) and the clay content shall be zero percent (08). 2208.2.E. Paragraph 2208.2.E. shall be deleted and the following 2208.2.E. shall be added in lieu thereof: 2208.2.E. Joint Sealing Compounds: Joint Sealing Compounds shall be hot - poured type sealing material conforming to ASTM D -1190 or ASTM D -3405. 2209 CURBING 2209.2.D. The following subsection 2209.2.D.3. shall he added to Section 2209.2.D. 2209.2.D.3. All curing membranes shall contain white pigment. KCMO 2200 (4/2/90) -4- ADD NEW SECTION 2211: 2211 MATERIAL SPECIFICATION FOR CLASS C FLY ASH CONCRETE I 2211.1 Scope: This specification governs the substitution of fly ash for cement in the production of concrete. 2211.2 General: All materials used in fly ash concrete shall be approved by the Materials Engineer prior to concrete production. Fly ash replacement of cement shall be on a pound for pound basis. This replacement can range from 158 to a maximum of 258 of Class C fly ash substituted for Type I Or Type II cement. Fly ash shall not be used as a replacement for Type IP cement of Type I (PM) cement. F)y ash shall not be used in trap rock bridge deck wearing surfaces or concrete mixes requiring Type III cement. The same sources of fly ash approved for each project shall be used exclusively for its duration. Fly ash shall not be used in concrete placed between October 15 and April 15. 2211.3 Fly Ash Concrete Control and Quality A. All fly ash used in concrete shall conform to the requirements of ASTM C618, Class C, (Specification for Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral Admixture in Portland Cement Concrete) except as modified herein. B. Ply ash used in concrete shall be only from sources prequalified in accordance with these specifications. C. The loss on ignition of the fly ash shall be no more than 1.5 percent. D. Fly ash may only be used with the type of cement used in the prequalification test. The type and source of cement used by the manufacturer shall be shown on all test reports. E. The coarse aggregate used in fly ash concrete shall meet the gradation requirements of ASTM C33 Table 2, Size Number 67 (Standard Specification for Concrete Aggregates). The quality of the coarse aggregates shall meet the requirements of Section 2208.2B.2 of the Standard Specification and Design Criteria. F. The fine aggregate used in fly ash concrete shall meet the requirements as set forth in Section 2208.28.3 of the Standard Specification and Design Criteria. RCMO 2200 (4/2/90) -5- G. The cement used in fly ash concrete shall conform to ASTM C -150 (Portland Cement) Type I or Type II. B. The air content of fly ash concrete shall be maintained at a minimum of 66. Air entrainment admixtures used in fly ash concrete shall conform to ASTM C -260 (Air - Entraining Admixtures for Concrete). I. All fly ash concrete mixes shall be water - reduced. The water- reducing admixtures shall conform to ASTM C -494 (Chemical Admixtures for Concrete) Type A or Type D. J. Maximum mixing water used in fly ash concrete shall be based on total cementitious material. 2211.4 Prequalification Procedures for Class C Fly Ash: Prior to use of fly ash, the fly ash marketer shall submit in writing to the City of Kansas City the following information. A. Name, address, and owner of fly ash source. B. Name of coal mine. If more than one mine is used, list all sources. C. Type of coal burned. D. Verification that Class C fly ash is being supplied. E. Description of production procedures, including, but not limited to, pulverization techniques, additives mixed with coal, precipitation additives, and ash collection methods. F. Copies of test results to document history of ash quality and consistency including, but not limited to, a record of 10 tests for fineness, specific gravity, and loss on ignition, and two complete chemical and physical tests complying with ASTM C618. G. Complete description of quality control program used to monitory fly ash production. H. The manufacturer shall perform complete chemical and physical tests on each 1000 tons of fly ash produced and /or at the discretion of the engineer. I. Each shipment or load of fly ash delivered to the ready mix plant from the approved source shall carry the following statement: KCMG 2200 (4/2/90) -6- - This is to certify that this fly ash meets the requirements of the contract specifications and was loaded from a tested and certified source,• Name of Manufacturer Shipping Facility Date Tested By re KCMO 2200 (4/2/90) -7- 2211.5 Mix Design Requirements and Prequalification Tests: A specific combination of both fly ash and cement sources shall be approved for a project. A change in the cement source will not require a new mix design provided the cement type does not change. A. 28 -Day strength verifications from Lab fly ash concrete mixes are required to assure that the design strengths are attained. B. Mix design for fly ash concrete shall have a maximum of 258 cement reduction. C. Calculations of W/C ratio and yield for fly ash concrete shall be based on cement plus fly ash (W /C +P) for total cementitious material. D. Sources of all ingredients used in the mix design for fly ash concrete shall be included with the submitted certified mix design. 2211.6 Ready Mix Plant Requirements: All delivery tickets for fly ash concrete shall show batch weights of all materials used in the mix. Computerized print cuts of mixes will be accepted. An inspector is required during plant hatching operation for all non - computerized batching and non - ticket printout plants. If the City for what ever reason cannot make this plant inspection then the supplier shall provide inspection by a private testing laboratory as approved by the Materials Engineer. This Supplement shall become effective April 2, 1990 It 1 supersedes all previous supplements to this section. / 1 George L. Satterlee, P. E. Director of Public Works of Kansas City, Missouri KCMO 2200 (4/2/90) -8- CITY OF KANSAS CITY, MISSOURI 900158 SUPPLEMENT TO APWA STANDARD SPECIFICATIONS AND DESIGN CRITERIA SECTION 2300 This is Kansas City, Missouri supplement to Section 2300, APWA Standard Specifications and Design Criteria. The following additions, deletions and /or revisions are adopted for use and shall become a part of Section 2300 for use within Kansas City, Missouri. 2301 STANDARD SIDEWALKS AND DRIVEWAYS 2301.5.C. The first paragraph of Section 2301.5.C. shall be deleted and the following paragraph shall be added in lieu thereof: 2301.5.C. Curing: All sidewalk and driveway surfaces shall be cured with a liquid system of white pigmented styrene acrylate Type I -Class 2 of white pigmented liquid chlorinated rubber Type II -Class 2, complying with Federal Specification No. TT- C800A, immediately after the concrete is finished. Application rate shall be 6 to 10 mils wet, applied according to manufacturer's recommendations. This Supplement shall become effective April 2, 1990 It supersedes all previous supplements to this section. 900158 Georg. Satterlee, P. E. Director of Public Works of Kansas City, Missouri KCMO 2300 (4/2/90) -1- 890738 CITY OF KANSAS CITY, MISSOURI SUPPLEMENT To APWA STANDARD SPECIPICATIONS AND DESIGN CRITERIA SECTION 2400 This is Kansas City, Missouri supplement to Section 2400, APWA Standard Specification and Design Criteria. The following additions, deletions and /or revisions are adopted for use and shall become a part of Section 2400 for use within Kansas City, Missouri. $403 MEASUREM AND PAYMENTS 2403.4.B.2. Paragraph 2403.4.B.2. shall be deleted and the following 2403.4.B.2. shall be added in lieu thereof: 2403.4.8.2. Sanitary Sewer Construction: Sodding will be measured horizontally in linear feet (decimetre) along the centerline of sewer, regardless of width of disturbed areas or type of sod used. Sodding will be measured only when centerline of sewer lies in grassed areas to be sodded as shown on the plans. When the centerline of sewer lies in areas that are not grassed, such as street paving, driveways, parking areas, gardens, etc., no measurement will be made. Areas that are disturbed which lie outside the Contractor's normal trenching operation areas will not be measured for payment, but shall be restored to a condition equal to or better than that existing prior to construction. Each area measured will be measured as either seeding or sodding, but not as both. when sewer ends in grassed areas, measurement will be made only to centerline of manhole. This Supplement shall become effective January 1. 1990 It supersedes all previous supplements to this section. 890738 ' -" M , gam "`- , George Satterlee, P. E. Director of Public Works of Kansas City, Missouri KCMO 2400 (1/1/90) / -1-