⠀䜀刀伀唀一䐀 䠀䔀䄀吀 䔀堀䌀䠀䄀一䜀䔀刀尩 05-06-10 1167.21 … ·...
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ROADWAYS GENERAL STORM DRAINAGE WATER DISTRIBUTION SANITARY SEWERS TABLE OF CONTENTS URBANA CITY OF
Transcript of ⠀䜀刀伀唀一䐀 䠀䔀䄀吀 䔀堀䌀䠀䄀一䜀䔀刀尩 05-06-10 1167.21 … ·...
ROADWAYS
GENERAL
STORM DRAINAGE
WATER DISTRIBUTION
SANITARY SEWERS
TABLE OF CONTENTS
URBANA
CITY OF
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STREET CLASSIFICATIONS AND RECOMMENDED
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STANDARD STREET DIMENSIONS
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1167.01
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TYPICAL SECTIONS AND ASPHALT
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STREET DESIGN STANDARDS
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TEMPORARY DEAD-END STREETS
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CONCRETE CURB DETAILS
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CURB RAMPS
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CONCRETE SIDEWALK DETAIL
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ASPHALT OVERLAY AND MONUMENT
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MISCELLANEOUS ROADWAY NOTES
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ALLEY & PARKING LOT DETAIL
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PUBLIC RIGHT-OF-WAY OPENING
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STREET IMPROVEMENT CONDITIONS
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VISION CLEARANCE ON CORNER LOTS
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1167.02
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1167.04
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1167.05
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1167.06
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1167.08
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1167.09
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1167.10
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1167.12
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1167.13
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1167.14
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1167.15
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1167.16
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1167.17
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1167.18
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GENERAL NOTES
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1167.25
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1167.24
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TYPE 1 CATCH BASIN
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TYPE 2-2-B CATCH BASIN
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TYPE 3 STORM MANHOLE DETAILS
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FULL-HEIGHT HEADWALL
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HALF-HEIGHT HEADWALL
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DETENTION/RETENTION BASIN DETAILS
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MISCELLANEOUS STORM NOTES
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EROSION CONTROL NOTES
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STRAW OR HAY BALES
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TEMPORARY EROSION CONTROL
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1167.31
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1167.32
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1167.36
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1167.37
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1167.38
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1167.39
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1167.40
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1167.41
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1167.42
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1167.43
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FIRE HYDRANT
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CONCRETE BLOCKING FOR WATER MAINS
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RESTRAINING JOINTS AND
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TAPPING SLEEVE FOR WATER MAINS
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WATER MAIN MATERIAL AND TESTING
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1167.54
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1167.55
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1167.52
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1167.53
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1167.51
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TYPE 3 SANITARY MANHOLE
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TYPE D SANITARY DROP MANHOLE
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MISCELLANEOUS SANITARY MANHOLE DETAILS
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REPAIR OF EXISTING SANITARY
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SERVICE RISER AND SERVICE LATERAL
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SANITARY SEWER SADDLE DETAILS
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SANITARY SEWER CLEANOUT DETAIL
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BUILDING CONNECTION DETAIL
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SANITARY SEWER TESTING NOTES
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MISCELLANEOUS SANITARY SEWER NOTES
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1167.91
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1167.90
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1167.89
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1167.88
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1167.87
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1167.86
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1167.85
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1167.84
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1167.83
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1167.82
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1167.81
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1167.00
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DATE
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APPROVED:
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LOW STRENGTH MORTAR BACKFILL
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1167.26
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REPAIR OF EXISTING FIELD TILE OR
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1167.44
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STORM PIPE DETAIL
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SERVICE CONNECTION LOCATION REFERENCE
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1167.92
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CASING PIPE DETAIL
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1167.27
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AND BORING/JACKING
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TYPE 3 STORM MANHOLE
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1167.33
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TEMPORARY EROSION CONTROL
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RESIDENTIAL DRIVE APPROACH
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1167.07
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PAVEMENT COMPOSITION
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1167.03
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TRAFFIC CONTROL DEVICES
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STATIONARY OPERATIONS IN ONE LANE
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YARD DRAIN
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OUTSIDE SANITARY DROP ON EXISTING MANHOLE TYPE 1
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TYPICAL PAVEMENT RESTORATION DETAILS
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4" AND LARGER WATER MAIN SERVICE
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CONNECTION (DOMESTIC)
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LIMITED AREA SPRINKLER SYSTEM DETAIL
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REDUCED PRESSURE DETECTOR ASSEMBLY
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DOUBLE DETECTOR CHECK VALVE
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ASSEMBLY DETAIL
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METERS AND BACKFLOW PREVENTER
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STANDARD INSTALLATION FOR IRRIGATION
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IRRIGATION DETAILS
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SERVICE CONNECTION LOCATION REFERENCE
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(BUILDING IN PLACE)
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STORM SEWER TRENCH DETAILS
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1167.45
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1167.67
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SANITARY SEWER TRENCH DETAIL
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1167.94
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RESIDENTIAL DRIVE APPROACH AND CONCRETE
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SIDEWALK DETAIL WITH NO CURB LAWN
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WATER MAIN TRENCH DETAIL
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SEWER PIPE DETAIL
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COMMERCIAL AND INDUSTRIAL DRIVE APPROACH
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RIGHT-OF-WAY WORK AND REPLACEMENT
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AND EXCAVATION
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SANITATION ENCLOSURE DETAIL
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1167.28
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MISCELLANEOUS WATER NOTES
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METER PIT INSTALLATION
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WATER MAIN SERVICE CONNECTION
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4" COMPOUND METER WITH BYPASS
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TYPICAL LARGER METER LAYOUT IN BUILDING
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1"-3" COMPOUND METER WITH BYPASS
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2" FIRE LINE AND 4" AND LARGER FIRE LINE
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FIRE LINE DETAIL AND NOTES
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FIRE LINE DETAIL AND NOTES
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1167.70
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NEW CONSTRUCTION ONLY
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SEWAGE COMBINATION AIR VALVE CHAMBER
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1167.95
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TRAFFIC CONTROL DEVICES, STREET LIGHTING STANDARDS, AND MISCELLANEOUS
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TYPE A CATCH BASIN "IN KIND"
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1167.34
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FOR REPAIR/MAINTENANCE ONLY AS DIRECTED BY CITY
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INSIDE SANITARY DROP ON EXISTING MANHOLE TYPE 2
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ADA RAMP (HERITAGE OVERLAY DISTRICT)
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1167.11
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01-13-06
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CEMETERY HEADSTONE FOUNDATION DETAIL
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1167.29
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03-22-10
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GEOTHERMAL CLOSED-LOOP PIPING SYSTEM
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1167.30
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(GROUND HEAT EXCHANGER)
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05-06-10
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HANDICAP PARKING STANDARD
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1167.21
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08-03-10
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12-20-12
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OF SIDEWALK
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INSIDE DEDUCT METER
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02-12-13
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REPLACEMENT CRITERIA FOR CURB AND GUTTER
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04-17-18
5'
5'
5'
X3'-
6"
12X (MINIMUM)
X12X (MIN.)
SLOPE = 8%MAXIMUM
5'
X
11 4"
PLAN VIEW
ELEVATION B-B
ELEVATION A-A
HANDRAIL
5'-0"x5'-0" SQUARECONCRETEPLATFORM WITH 2%SLOPE TO FRONT,SEE ELEVATION B-B
5'-0" WIDE CONCRETE RAMPw/ 8% MAXIMUM SLOPE
X MUST BE LESS THANOR EQUAL TO 8"
NOTES:
1. CONCRETE TO BE UNPAINTED2. HANDRAIL TO BE METAL BLACK IN
COLOR
SLOPE = 2%
REPLACEMENT CRITERIA FOR CURB AND GUTTER
URBANA
CITY OF
EXAMPLE: Filled Gutter
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1.) CURB AND/OR GUTTER HAVING DIFFERENTIAL CURB AND/OR GUTTER HAVING DIFFERENTIAL SETTLEMENT OR HEAVING AT JOINTS THAT CREATE A VERTICAL OFFSET OF 1 INCH OR MORE AT ANY POINT ALONG A JOINT, OR MULTIPLE JOINT GAPS GREATER THAN 2 INCHES.
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3.) CURB AND/OR GUTTER HAVING HOLES OR CURB AND/OR GUTTER HAVING HOLES OR DEPRESSIONS IN THE SURFACE THAT ARE IN EXCESS OF 1 FOOT BY 1 FOOT BY 1 INCH DEEP.
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4.) THE SURFACE OF A CURB AND/OR GUTTER HAVING 25% OR GREATER OF ITS LENGHT CONTINUOUSLY SPALLED, CRACKED OR DETERIORATED WITHIN A 10 FOOT POURED SECTION.
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5.) CURB AND/OR GUTTER SECTIONS THAT HAVE CRUSHED CURB AND/OR GUTTER SECTIONS THAT HAVE CRUSHED STONE OR GOUGES THAT CONTINUOUSLY EXPOSE AGGREGATE FOR 25% OR MORE WITHIN A 10 FOOT POURED SECTION.
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6.) CURB AND/OR GUTTER SECTIONS THAT HAVE BEEN CURB AND/OR GUTTER SECTIONS THAT HAVE BEEN PREVIOUSLY PATCHED OR PAVED WITH AN ASPHALTIC MATERIAL OR MATERIALS OTHER THAN CONCRETE OF 25% OR MORE WITHIN A 10 FOOT POURED SECTION. (THIS DOES NOT INCLUDE A STREET OR SECTION OF A STREET ORIGINALLY INSTALLED OR RECONSTRUCTED WITH ASPHALT CURBING AND/OR GUTTER.
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7.) CURB AND/OR GUTTER SECTIONS THAT HAVE SETTLED, CURB AND/OR GUTTER SECTIONS THAT HAVE SETTLED, CAUSING THE SURFACE TO HOLD LARGE AMOUNTS OF WATER AFTER A RAINFALL (2 INCHES OR MORE DEEP OVER A 20 FOOT SECTION) OR THAT ARE TILTED OR SETTLED SO AS TO RESTRICT STORM WATER DRAINAGE WITHIN A 10 FOOT POURED SECTION.
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8.) CURB AND/OR GUTTER SECTIONS THAT HAVE MISSING CONCRETE, BEEN REMOVED OR DETERIORATED SO AS TO HAVE SOILS AND/OR GRASS/WEEDS GROWING IN ITS PLACE AT 25% OR MORE WITHIN A 10 FOOT SECTION.
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9.) CURB AND/OR CURB AND/OR GUTTER SECTIONS THAT HAVE SETTLED OR HAVE BEEN BUILT UP WITH ASPHALT OVER TIME SO THAT LESS THAN 2 INCHES OF THE CURB IS REVEALED ABOVE THE PAVEMENT AND ASPHALT GRINDING IS NOT A SOLUTION TO IMPROVE THE REVEAL.
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10.) CURB AND GUTTER SECTIONS THAT ARE COMBINED CURB AND GUTTER SECTIONS THAT ARE COMBINED WITH SIDEWALK WILL NOT BE REBUILT OR REPAIRED IF THE SIDEWALK IS IN GOOD REPAIR, EVEN IF THE CURB REVEAL IS LOW. OTHER CURB DEFICIENCIES, WHILE PART OF THE SIDEWALK, WILL BE REPAIRED ONLY IF RECOMMEND BY THE CITY ENGINEER.
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11.) CURB AND/OR CURB AND/OR GUTTER SECTIONS THAT HAVE BEEN FILLED IN AS TO PREVENT THE FLOW OF STORM WATER WITHIN THE NORMAL FLOW LINE OF THE GUTTER.
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12.) IF OVER 75% OF THE PROPERTY OWNER'S CURB AND/OR GUTTER MEETS THE REPLACEMENT CRITERIA AND THE REMAINING IS LESS THAN 20 FEET IN LENGTH AND HAS SOME DAMAGE OR DISCONTINUITY WITH THE PROPOSED, THE REMAINING CURB AND GUTTER MAY BE REPLACED AS WELL. 13.) THE CITY ENGINEER, AT HIS/HER DISCRETION, MAY REQUIRE THAT ADDITIONAL CURB AND GUTTER BE REPLACED IF: a) CONTINUED AND IMMEDIATE STRUCTURAL DAMAGE IS LIKELY TO OCCUR WITHOUT REPLACEMENT; b) A SECTION OF CURB AND GUTTER IS DETERMINED TO BE HAZARDOUS; c) DAMAGE TO THE ROADWAY IS BEING INCURRED ON ACCOUNT OF THE CURB AND GUTTER 14.) CURB AND GUTTER "SPOT" REPLACEMENTS, AS SELECTED ACCORDING TO CITY REPLACEMENT STANDARDS, WILL BE A SUBSET OF THE ANNUAL CITY STREET RESURFACING PROGRAMS. NO OTHER CURB AND GUTTER IMPROVEMENTS WILL BE PLANNED BY THE CITY, EXCEPT IN EMERGENCY SITUATIONS OR DURING PROJECT CONSTRUCTION OR RECONSTRUCTION.
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2.) CURB AND/OR GUTTER HAVING A SLOPE OF CURB AND/OR GUTTER HAVING A SLOPE OF MORE THAN 2 INCHES PER FOOT IN ANY DIRECTION FROM A ROAD OR NATURAL GRADE THAT CREATES A DISCONTINUATION IN THE CURB OR GUTTER.
TRAFFIC CONTROL DEVICES, STREET
LIGHTING STANDARDS, AND MISCELLANEOUS
¾”
CITY STREET LIGHTS
CITY MAST ARM SUPPORTS
CITY TRAFFIC SIGNAL AND PEDESTRIAN HEADS
CITY TRAFFIC SIGNAL CONTROLLER AND CONFLICT MONITOR
LOOP DETECTOR UNITS
”” ”
” ”
” ” ””
TRAFFIC CONTROL DEVICES, STREET SIGNS, AND POSTS
CITY BENCHES
CITY TRASH RECEPTACLES
DEMOLITION PERMIT REGULATIONS
URBANA
CITY OF
ABBEY
Ln
StN
Russell
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1167.24
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CITY STREET LIGHTS USED IN RESIDENTIAL AREAS ARE TO BE MANUFACTURED BY HOLOPHANE. THEY ARE TO HAVE THE GRANVILLE SERIES LUMINARIES LEAF STYLE HOUSING TYPE B WITH THE CHESAPEAKE SERIES CAST ALUMINUM TYPE A POST CP 12C/18, 12' HIGH, CA/DG CAST ALUMINUM, DARK GREEN. SPACING IS TO BE AT 100' ALTERNATING SIDES OF THE STREET (200' SPACING ON EACH SIDE) USING A CREE, 65 WATT, 4000K COLOR TEMPERATURE LED SYSTEM WITH A VOLTAGE RANGE OF 120-277V (BXRAAA33-UD7). A TYPE III LIGHT DISTRIBUTION IS DESIRED IN THIS CASE. CITY STREET LIGHTS USED IN THE URBANA CORRIDOR OVERLAY DISTRICT AND HERITAGE OVERLAY DISTRICT ARE TO BE MANUFACTURED BY HOLOPHANE. THEY ARE TO HAVE THE GRANVILLE SERIES LUMINARIES LEAF STYLE HOUSING TYPE B WITH THE CHESAPEAKE SERIES CAST ALUMINUM TYPE A POST CP 12C/18, 12' HIGH, CA/DG CAST ALUMINUM, DARK GREEN. SPACING IS TO BE AT 75' ALTERNATING SIDES OF THE STREET (150' SPACING ON EACH SIDE) USING A CREE, 65 WATT, 4000K COLOR TEMPERATURE LED SYSTEM WITH A VOLTAGE RANGE OF 120-277V (BXRAAA53-UD7) AND RS/GFI/WPC, WET-WHILE-IN-USE COVERED RECEPTACLE LOCATED TOWARDS THE TOP OF THE POST. A TYPE V LIGHT DISTRIBUTION PATTERN SHALL BE USED IN THIS CASE. AN ACCEPTABLE ALTERNATIVE TO HOLOPHANE IS MAIN STREET LIGHTING. THEY ARE TO HAVE THE SERIES 4 GLASS GLOBE TYPE E LEAF STYLE HOUSING WITH THE OLD NORFOLK III SERIES CAST ALUMINUM BASE AND EXTRUDED ALUMINUM, FLUTED SHAFT, 12' HIGH, 13 ¾” BASE BASE DIAMETER, FOREST GREEN. SPACING AND LIGHT DISTRIBUTION PATTERN ARE TO BE AS DESCRIBED ABOVE USING A MATECH, D4, 60 WATT, 4000K COLOR TEMPERATURE LED SYSTEM WITH A VOLTAGE RANGE OF 120-277V AND RS/GFI/WPC, WET-WHILE-IN-USE COVERED RECEPTACLE LOCATED TOWARDS THE TOP OF THE POST (NO RECEPTACLE IN RESIDENTIAL AREAS).
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ALL NEW TRAFFIC SIGNALS SHALL BE SUPPORTED USING ODOT TC-81.20 STANDARD MAST ARMS, DESIGNED BY SIZE, AND PAINTED WITH THE INTERIOR AIR SPRAYED WITH A RUST INHIBITIVE WAX BASE COATING. THE OUTSIDE SHALL BE SANDBLASTED TO SSPC-SP6 COMMERCIAL BLAST CLEANING AND PRIMED WITH A HI-BUILD PRIMER AT 3-4 MILS DRY FILM. THE OUTSIDE SHALL HAVE A FINISH COAT OF POLYESTER POWDER COAT SYSTEM 1-2 MILS DRY FILM. COLOR IS TO BE DARK GREEN MANUFACTURED BY TIGER DRYLAC, CATALOG #RAL 6005.
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ALL NEW SIGNAL HEADS SHALL BE YELLOW PLASTIC HOUSING WITH 12" LED AND GLASS LENS AS MANUFACTURED BY GELCORE. ALL NEW PEDESTRIAN SIGNAL HEADS ARE TO BE TYPE A2 BLACK ALUMINUM HOUSING USING INTERNATIONAL SYMBOLS. ALL BRACKET ARMS AND MOUNTING MATERIALS ARE TO BE PAINTED WITH TIGER DRYLAC, CATALOG #RAL 6005, DARK GREEN TO MATCH THE MAST ARMS AS DESCRIBED ABOVE.
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ALL NEW TRAFFIC SIGNAL CONTROLLERS ARE TO BE ASC/25-1000 NEMA 2, TYPE 1 CONTROLLERS AS MANUFACTURED BY ECONOLITE. ALL CONFLICT MONITORS ARE TO BE EDI MMU-16E.
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ALL NEW LOOP DETECTOR UNITS SHALL BE POWERHEAD TWO CHANNEL, DELAY AND EXTENSION TYPE.
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ALL NEW TRAFFIC CONTROL DEVICES SHALL BE PER THE LATEST REVISION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION. ALL SIGN POSTS SHALL BE STANDARD STEEL POSTS UNLESS OTHERWISE APPROVED BY THE CITY. STREET NAME SIGNS SHALL HAVE A WHITE BACKGROUND WITH A BLACK BORDER AND BLACK, D SERIES, LETTERING. THE SIGN SHALL HAVE A THICKNESS OF 0.08” AND BE DOUBLE AND BE DOUBLE SIDED. THE BLADE MUST BE 8” TALL WITH 4” UPPERCASE AND LOWERCASE LETTERS TALL WITH 4” UPPERCASE AND LOWERCASE LETTERS UPPERCASE AND LOWERCASE LETTERS FOR SIGNS ALONG SIDE STREETS AND 12” TALL WITH 6” UPPERCASE AND LOWERCASE TALL WITH 6” UPPERCASE AND LOWERCASE UPPERCASE AND LOWERCASE LETTERS FOR SIGNS ALONG STATE AND U.S. ROUTES. THE PREFIXES AND SUFFIXES SHALL BE 3” FOR SIGNS WITH 4” UPPERCASE LETTERING AND 4” FOR SIGNS FOR SIGNS WITH 4” UPPERCASE LETTERING AND 4” FOR SIGNS UPPERCASE LETTERING AND 4” FOR SIGNS FOR SIGNS WITH 6” UPPERCASE LETTERING. UPPERCASE LETTERING.
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CITY BENCHES ARE TO BE MANUFACTURED BY DUMOR, INC., TYPE #119-60, 6' BENCH, COLOR #30-6387 HUNTER GREEN.
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CITY TRASH RECEPTACLES ARE TO MANUFACTURED BY DUMOR, INC., #84-32, 32 GALLON, COLOR #30-6387 HUNTER GREEN.
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DEMOLITION PERMIT SHALL BE OBTAINED FROM THE CHAMPAIGN COUNTY BUILDING REGULATIONS.
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01-13-06
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01-08-16
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07-20-17
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2
PRIVATE WATER MAIN VALVEFIRE HYDRANT
VALVE
CITY WATERMAIN
STREET
FIRE LINE(6" MINIMUM)
RISER"RP" BACKFLOW
PREVENTOR
DOMESTIC
"RP" BACKFLOWPREVENTOR
FIRE HYDRANT
RISER
CITY WATER
VALVE
MAIN
(6" MINIMUM)
DOMESTIC
FIRE LINE
STREET
PROP. BUILDING
PROP. BUILDING
30° DOWNWARD ELBOW WITH5" STORZ CONNECTION
30° DOWNWARD ELBOW WITH5" STORZ CONNECTION
B
EXTERNAL HOSE BIBBS/SPRINKLING
SYSTEMS/ETC.
