13....TYPE V CATCH BASIN & OUTLET DIPSTONE DETAILS
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15....FENCING STANDARD DETAILS
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9......P.R.V. STATION & AIR/VACUUM RELEASE STATION
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7......FIRE HYDRANT AND WATER SERVICE CONNECTIONS
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4......STANDARD STREET INTERSECTION DETAILS
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5......TYPICAL WHEELCHAIR RAMP
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1......TITLE PAGE & INDEX OF DRAWINGS
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6......CUL-DE-SAC DETAILS
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Index of Drawings
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2......ROADWAY SURFACE IMPROVEMENTS
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ATTEST, CITY RECORDER
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DATE
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TREMONTON CITY CORPORATION
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STANDARD DRAWINGS
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3......DRIVEWAY APPROACH DETAILS
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2A....STANDARD RESIDENTIAL & LOW IMPACT
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2B....COLLECTOR ROADWAY SECTIONS
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2C....MINOR & MAJOR ARTERIAL ROADWAY SECTION
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ROAD SECTIONS
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GENERAL PUBLIC WORKS CONSTRUCTION STANDARDS AND SPECIFICATIONS
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APPENDIX "A"
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16....SECONDARY WATERLINE AND DRIVEWAY CULVERT DETAIL
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15A..MASONRY WALL DETAILS
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15B..VINYL FENCE DETAILS
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17....TREE DETAILS
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18....SPRINKLER DETAILS
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19....TRAILS DETAILS
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20....CITY OWNED STREET LIGHT DETAILS
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21....STANDARD FIBER OPTIC COMMUNICATION LINE DETAILS
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1'-0"
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4'-0"
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BACK TO BACK CURB & GUTTER
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LIP TO CROWN
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9'-6"
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10'-0"
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2'-6"
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10'-0"
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C
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BACK TO BACK OF CURB
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STREET WIDTH
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WATERLINE
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SEWER LINE (NORMAL)
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(LOW SIDE OF STREET)
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CONCRETE SIDEWALK
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4" GRAVEL BASE COURSE
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(SEE NOTE 1)
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UDOT TYPE A BITUMINOUS SEAL COAT OR SLAG TYPE A CHIP AND SEAL AS DIRECTED BY THE CITY ENGINEER
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BITUMINOUS SURFACE COURSE
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PER UDOT 3/4" GRADATION
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GRAVEL BASE COURSE PER UDOT
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3/4" OR 1" GRADATION
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STORM DRAIN LINE
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S=2% MIN.
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STORM DRAIN LINE
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(ALTERNATE LOCATION
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APPROVED BY THE
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CITY ENGINEER)
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2% SLOPE
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SLOPE 1/4"
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PER FOOT
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CURB. & GUTTER AND SIDEWALK
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DETAILS SEE SHEET 3
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NOTES:
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1. PROVIDE 4" THICKNESS OF 3/4" OR 1" GRAVEL BASE COURSE UNDER SIDEWALK,
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DRIVEWAY APPROACHES AND CURB & GUTTER WHEN SUBGRADE IS CLAY OR AS
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DIRECTED BY THE CITY ENGINEER
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2. THESE PAVEMENT THICKNESSES SHALL BE CONSIDERED AS CITY STANDARDS AND
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MAY BE INCREASED BY THE CITY ENGINEER WHEN A GREATER DEPTH IS
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NECESSARY TO PROVIDE SUFFICIENT STABILITY. DESIGNER AND/OR
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DEVELOPER MAY SUBMIT AN ALTERNATIVE PAVEMENT DESIGN BASED
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ON A DETAILED SOILS ANALYSIS FOR APPROVAL BY THE CITY ENGINEER
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WHICH MAY MODIFY PAVEMENT THICKNESS, BUT IN NO CASE SHALL THE
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BITUMINOUS SURFACE COURSE BE LESS THAN 3" AND GRAVEL
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BASE COURSE LESS THAN 4" THICK
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%%uSTANDARD TREMONTON CITY ROADWAY SECTION
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STREET DESIGNATION
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R.O.W. WIDTH
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A
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T.B.C. TO T.B.C.
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C TO T.B.C.
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L
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C
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MINOR
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STANDARD RESIDENTIAL
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COLLECTOR
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MINOR ARTERIAL
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MAJOR ARTERIAL
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50'
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60'
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66'
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80'
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100'
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SEE SHEET 2
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SEE SHEET 2A
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SEE SHEET 2C
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SEE SHEET 2C
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SEE SHEET 2B
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S=2%MIN.
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TBC DIFF
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IN ELEV
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TBC - TBC
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41'
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41'
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41'
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47'
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47'
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47'
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10.5'
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10.5'
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23.5'
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10.0'
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12.0'
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20'
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0.00
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0.50
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1.00
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0.00
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0.50
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1.00
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CROWN LOCATION TABLE
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%%UCROWN LOCATION FOR VARIOUS CROSS SLOPES
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A
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B
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SECONDARY WATER
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LIP TO CROWN
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ELEV. DIFF.
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3"
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4"
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3"
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3"
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A.C.
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3 "12"
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8"
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8"
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12"
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8"
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10"
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15"
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12"
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18"
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8"
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8"
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BASE COURSE
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GRANULAR BORROW
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PARKSTRIP 4'-6"
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GRANULAR SUBBASE
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1'-6" MIN. TO TOP OF STORM DRAIN
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%%UNOTES:
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THESE PAVEMENT THICKNESSES SHALL BE CONSIDERED AS CITY STANDARDS AND MAY BE INCREASED BY THE CITY ENGINEER WHEN A GREATER DEPTH IS NECESSARY TO PROVIDE SUFFICIENT STABILITY. DESIGNER AND/OR DEVELOPER MAY SUBMIT AN ALTERNATIVE PAVEMENT DESIGN BASED ON A DETAILED SOILS ANALYSIS FOR APPROVAL BY THE CITY ENGINEER WHICH MAY MODIFY PAVEMENT THICKNESS, BUT IN NO CASE SHALL THE BITUMINOUS SURFACE COURSE BE LESS THAN 3" AND GRAVEL BASE COURSE LESS THAN 4" THICK.
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PARKSTRIP
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SIDEWALK
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PARKSTRIP
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SIDEWALK
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%%USTANDARD MINOR ROADWAY SECTION
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SCALE: N.T.S.
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SEE SHEET 2
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SEE SHEET 2A
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SEE SHEET 2C
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SEE SHEET 2C
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SEE SHEET 2B
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L
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L
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P
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L
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LOW IMPACT
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60'
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SEE SHEET 2A
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3"
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8"
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8"
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SEE SHEET 2A
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10%
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MAX. GRADE
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7%
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MAX. SUSTAINED GRADE
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10%
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7%
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10%
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7%
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12%
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9%
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12%
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9%
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12%
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9%
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NOTE: ALL OTHER PROPOSED STREET X-SECTION SHALL BE AS APPROVED BY THE CITY ENGINEER
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NOTES: 1.MAXIMUM DIFFERENCE IN ELEVATION BETWEEN CURBS ON OPPOSITE SIDES OF THE STREET MAXIMUM DIFFERENCE IN ELEVATION BETWEEN CURBS ON OPPOSITE SIDES OF THE STREET SHALL NOT EXCEED THOSE SHOWN IN THE CROWN LOCATION TABLE BELOW. 2.THE LOCATION OF SIDEWALK AND CURB AND GUTTER MAY VARY ON INDIVIDUAL ARTERIAL THE LOCATION OF SIDEWALK AND CURB AND GUTTER MAY VARY ON INDIVIDUAL ARTERIAL STREETS PER DIRECTION OF THE CITY ENGINEER. 3.STREET INTERSECTIONS SHALL HAVE A VERTICAL ALIGNMENT SUCH THAT THE GRADE SHALL STREET INTERSECTIONS SHALL HAVE A VERTICAL ALIGNMENT SUCH THAT THE GRADE SHALL NOT EXCEED THREE (3) PERCENT FOR A MINIMUM DISTANCE OF FIFTY (50) FEET EACH WAY FROM THE CENTERLINE OF THE INTERSECTION. 4.MAXIMUM GRADES SHALL BE APPROVED ONLY WHEN ACCOMPANIED BY CHANGES TO A MAXIMUM GRADES SHALL BE APPROVED ONLY WHEN ACCOMPANIED BY CHANGES TO A LESSER GRADE, AND WHERE LENGTH OF THAT PORTION OF THAT ROAD AT MAXIMUM GRADE IS LESS THAN SIX HUNDRED (600) FEET.
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FEBRUARY 2010
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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ROADWAY SURFACE IMPROVEMENTS
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2
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21
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N.T.S.
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BEB
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BEB
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CLB
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1
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NOV.09
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CLB
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ADD SECTION FROM SHT. 16, MOVE DRIVEWAY APPROACH TO SHT. 3
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2
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FEB.10
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BEB
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ADD MINOR STREET SECTION, MOVE LOW IMPACT ROAD TO SHT. 2A
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%%URESIDENTIAL W/ TRAIL SECTION (SECTION "A-A")
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SIDEWALK/TRAIL
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PARKSTRIP
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SIDEWALK
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PARKING LANE
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PARKING LANE
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PARKSTRIP
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CONC. SIDEWALK/TRAIL
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PARKSTRIP
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PARKING
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PARKING
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PARKING
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PARKING
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PARKING
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PARKING
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SIDEWALK
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PARKSTRIP
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A
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A
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PARKSTRIP
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SIDEWALK
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PARKING LANE
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PARKING LANE
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L
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P
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L
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C
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L
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P
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PARKSTRIP
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SIDEWALK
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%%USTANDARD RESIDENTIAL ROADWAY SECTION
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L
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P
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L
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P
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L
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C
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N.T.S.
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N.T.S.
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S=2% MIN.
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4:1 SLOPE
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S=2% MIN.
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8" GRANULAR SUB BASE
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MIN. 15" RCP FOR DRIVEWAYS
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4" CONCRETE WALK
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4" ROADBASE
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4" CONCRETE WALK
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4" ROADBASE
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SEAL COAT
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3" BITUMINOUS SURFACE COURSE
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CONCRETE CURB 8" MIN.
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4" THICK BASE COURSE
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EXTEND 8" GRANULAR SUBBASE UNDER CURB
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8" UNTREATED BASE COURSE
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CONCRETE CURB 8" MIN.
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4" THICK BASE COURSE
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EXTEND 8" GRANULAR SUBBASE UNDER CURB
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SIDEWALK
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%%ULOW IMPACT ROADWAY SECTION (RESIDENTIAL)
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SCALE: N.T.S.
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LANDSCAPE
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LANDSCAPE
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SIDEWALK
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L
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L
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L
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P
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L
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P
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L
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C
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%%USECTION "A-A"
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FEBRUARY 2010
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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STANDARD RESIDENTIAL & LOW IMPACT ROAD SECTIONS
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2A
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21
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N.T.S.
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BEB
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BEB
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CLB
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1
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NOV.09
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CLB
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ADD SECTION FROM SHT. 16, MOVE DRIVEWAY APPROACH TO SHT. 3
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2
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FEB.10
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BEB
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ADD LOW IMPACT & STANDARD RESIDENTIAL SECTIONS, ADD SHT. 2A
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B
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B
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%%USECTION "B-B"
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PARKSTRIP
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CONC. SIDEWALK/TRAIL
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SIDEWALK
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PARKSTRIP
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L
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C
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PARKSTRIP
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SIDEWALK
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PARKSTRIP
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%%USTANDARD COLLECTOR ROADWAY SECTION
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SCALE: N.T.S.
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L
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P
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SIDEWALK
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PARKING LANE
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PARKING LANE
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PARKING LANE
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PARKING LANE
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PARKSTRIP
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SIDEWALK
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PARKSTRIP
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CONC. SIDEWALK/TRAIL
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%%UCOLLECTOR W/ TRAIL SECTION & STREET PARKING
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(SECTION "B-B")
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PARKSTRIP
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SIDEWALK
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PARKING LANE
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PARKSTRIP
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PARKING LANE
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CONC. SIDEWALK/TRAIL
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%%UEXTENDED COLLECTOR R.O.W. W/ TRAIL SECTION & STREET PARKING
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EXTENDED TO A 70'-0" R.O.W.
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L
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P
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L
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P
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L
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P
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L
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P
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L
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P
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L
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C
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L
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C
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L
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L
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L
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NO PARKING ZONE
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TURNING LANE
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NO PARKING ZONE
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PARKING
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PARKING
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FEBRUARY 2010
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PROJECT ENGINEER
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DATE
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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COLLECTOR ROADWAY SECTIONS
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2B
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21
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N.T.S.
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BEB
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BEB
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CLB
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1
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NOV.09
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CLB
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ADD SECTION FROM SHT. 16, MOVE DRIVEWAY APPROACH TO SHT. 3
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2
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FEB.10
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BEB
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ADD COLLECTOR ROAD SECTIONS, ADD SHT. 2B
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PARKSTRIP
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SIDEWALK
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PARKSTRIP
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SIDEWALK
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%%USTANDARD MINOR ARTERIAL ROADWAY SECTION
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SCALE: N.T.S.
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PARKSTRIP
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SIDEWALK
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PARKSTRIP
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SIDEWALK
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%%USTANDARD MAJOR ARTERIAL ROADWAY SECTION
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SCALE: N.T.S.
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PARKING LANE
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BIKE LANE
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BIKE LANE
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PARKING LANE
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PARKSTRIP
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CONC. SIDEWALK/TRAIL
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PARKSTRIP
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%%UMAJOR ARTERIAL W/ TRAIL & BIKE LANE SECTION
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SCALE: N.T.S.
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L
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C
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L
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L
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L
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C
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SIDEWALK
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PARKING LANE
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PARKING LANE
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MAJOR ARTERIAL ROAD SECTIONS
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L
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L
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L
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PARKING LANE/BIKE LANE
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PARKING LANE/BIKE LANE
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MINOR ARTERIAL ROAD SECTIONS
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L
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P
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L
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C
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FEBRUARY 2010
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PROJECT ENGINEER
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DATE
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APPR.
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DATE
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SCALE:
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DRAWN
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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MINOR & MAJOR ARTERIAL ROADWAY SECTIONS
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2C
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21
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N.T.S.
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BEB
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BEB
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CLB
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1
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CLB
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2
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FEB.10
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BEB
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ADD MINOR & MAJOR ARTERIAL ROAD SECTIONS, ADD SHT. 2C
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L
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4"
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8"
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5'-0" MIN
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6"
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30" MIN
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5'-0" MIN
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5"
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MIN. TRANSITION
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30"
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TBC-DEPRESSED
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LIP OF CURB
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TBC-HIGH BACK CURB
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4" ROAD BASE AS REQ'D
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1/2" EXPANSION JOINTS
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CONCRETE SIDEWALK
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6" THROUGH DRIVEWAY
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3" BITUMINOUS SURFACE COURSE
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1" LIP
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8" GRAVEL BASE COURSE
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%%uSECTION A-A
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%%uSECTION B-B
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NOTE:
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IN NEW SUBDIVISIONS WHERE FUTURE DRIVEWAY
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LOCATIONS ARE UNKNOWN , THE DRIVEWAY APPROACH
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SHALL BE MADE BY SAW CUTTING THE BACK OF THE
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EXISTING CURB TO THE REQUIRED DRIVEWAY WIDTH.
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ALL SAW CUTTING SHALL BE ACCOMPLISHED BY A
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CITY APPROVED LICENSED CONTRACTOR.
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A
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A
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CONCRETE SIDEWALK
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NOTE:
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SCORE SIDEWALK 1/4" OF SIDEWALK THICKNESS @ EACH
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4'-0" EXPANSION JOINTS @ EACH 32'-0"
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PROVIDE ADDITIONAL CONTRACTION JOINTS ON
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OVERSIZE DRIVEWAYS AT 5'-0" MAX. SPACING
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1/2" EXPANSION JOINTS
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5' RAD. TO TBC
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UNLESS OTHER
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WISE APPROVED BY
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CITY ENGINEER
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MAINTAIN 1" LIP AT FLOWLINE
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CURB + GUTTER
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%%uDRIVEWAY APPROACH
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CURB RADIUS STYLE (SPECIAL CASE APPROVAL REQUIRED)
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CONCRETE SIDEWALK
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1/2" EXPANSION JOINTS
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24' MAX (RESIDENTIAL)
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34' MAX (COMMERCIAL-EXCEPT
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STATE HIGHWAY)
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AS APPR. BY U.D.O.T. (STATE HIGHWAY)
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UNLESS OTHERWISE
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APPROVED
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CITY ENGINEER
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P EXTENSION
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L
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CURB + GUTTER
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P EXTENSION
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A
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A
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B
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B
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%%uDRIVEWAY APPROACH
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DROP DOWN STYLE
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16' MIN (RESIDENTIAL)
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16' MIN (RESIDENTIAL)
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STATE HIGHWAY)
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34' MAX (COMMERCIAL-EXCEPT
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24' MAX (RESIDENTIAL)
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AS APPR. BY U.D.O.T. (STATE H HWY)
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(DROP DOWN TYPE BOTH SIDES SEE DETAIL THIS SHEET)
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FEBRUARY 2010
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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DRIVEWAY APPROACH DETAILS
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3
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21
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N.T.S.
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KLJ
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EDH
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CLB
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1
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NOV.09
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CLB
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MOVE DRIVEWAY APPROACH TO SHEET 3
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Y
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C
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I
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T
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FINISH-THICKNESS SHALL BE 0.08"
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L
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2
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GRAM BELOW)
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OF INTERSECTING STREET. (SEE DIA-
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LIGHT ASS'Y LOCATED OPPOSITE C
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THE INTERSECTION SHALL BE LIT WITH
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CLOSE PROXIMITY TO FIRE HYDRANT.
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ALWAYS LOCATE STREET LIGHT IN
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ARM AT RIGHT ANGLES TO STREET
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ALWAYS INSTALL ASSEMBLY W/MAST
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WHEN LOCATING STREET LIGHTING
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DETERMINED BY THE CITY ENGINEER
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AT EACH INTERSECTION SHALL BE
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THE NUMBER OF VALVES REQUIRED
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1
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C
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L
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C
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L
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L
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C
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PROPERTY LINES
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STREET LIGHT
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CURB
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SANITARY SEWER
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CULINARY WATER
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S
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BY THE CITY ENGINEER
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OR POSITION STRUCTURE AS SPECIFIED
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STD CATCH BASIN TYPE I,II,III & IV
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W
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BY CITY ENGINEER
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OR DIPSTONE STRUCTURE AS SPECIFIED
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SD
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S
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SS
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SS
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W
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BCR
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(TYP.)
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W/STREET SIGN ON TOP
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LOCATION OF STOP SIGN
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SECTION)
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(LOCATION TYPICAL FOR INTER-
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STREET LIGHT POLE & ASS'Y
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SD
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MANHOLE-SEE SHT. 11
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STORM DRAIN CLEANOUT
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BY CITY ENGINEER
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WHERE SPECIFIED
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TYP OUTLET DIPSTONE
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SD
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CULINARY WATER
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STORM DRAIN
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SANITARY SEWER
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W
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SD
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S
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S
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W
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N.T.S.
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N.T.S.
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SEE SHEET 13
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STORM DRAIN MANHOLE
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SD
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SD
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S
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SEE SHT. 10
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SANITARY SEWER MANHOLE
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L
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C OF STREET
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SD
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DIRECTED BY THE CITY ENGINEER
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ON LOW SIDE OF STREET UNLESS OTHERWISE
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SANITARY SEWER LINES SHALL BE LOCATED
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SECTION)
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(LOCATION TYPICAL; FOR INTER
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STREET LIGHT POLE & ASS'Y
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G
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BCR
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G
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EXPANSION JOINT
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SCORED JOINT
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STD. WHEELCHAIR RAMP (TYP.)
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EXPANSION JOINTS (TYP.)
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ROW (PROPERTY) LINE
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SEE DETAIL THIS SHEET
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CONC. SIDEWALK (TYP.)
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10'%%PO.C.
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JOINTS (TYP.)
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CONTRACTION
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SEE DETAIL THIS SHEET
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BY CITY ENGINEER
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WHERE SPECIFIED
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CROSS DRAIN
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G
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(TYP.) SEE DETAIL THIS SHEET
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EXPANSION JOINTS EVERY 50'
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PAN JOINTS EVERY 10'
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CONC. CURB & GUTTER
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GAS MAIN
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G
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(TYP.)
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20' RADIUS
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SEE SHT. #6
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FIRE HYDRANT (TYP.)
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BY CITY ENGINEER
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OR AS DIRECTED
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S
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L
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C OF STREET
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S
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SD
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W
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W
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W
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%%uPLATE DETAIL
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1/8" DIA. HOLE (4)
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3/8" DIA. HOLE (2)
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3/4" RADIUS ( ALL 4 CORNERS)
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DESIGNATION
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COORDINATE
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LOCATION
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ST
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100 WEST
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N
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700
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SNOW RD.
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NAMES AND COORDINATES
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PRIOR TO MAKING SIGNS TO VERIFY PROPER
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7 ADDRESS COORDINATE MUST BE CONTACTED
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LOCATIONS COORDINATE DESIGNATION
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6 ALL STREETS WITH NAMES MUST ALSO SHOW
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FOR STANDARD SIGNS, EXCEPT BACKGROUND SHALL BE BLUE
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5 SIGN ON PRIVATE ROADS SHALL MEET ALL SPECIFICATIONS
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TOGETHER & MOUNTED AS SHOWN
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4 EACH SIGN SHALL CONSIST OF TWO PLATES RIVETED
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HIGH TENSILE DEGREASED ALUMINUM W/ALODINE 1200
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3 SIGN BLANK SHALL BE 6081-T6 HEAT TREATED
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REFLECTIVE SHEETING 9FP-85 IIIA)
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2 LEGEND SHALL BE WHITE LETTERS, HIGH INTENSITY
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REFLECTIVE SHEETING 9FP-85 TYPE IIIA)
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1 BACKGROUND SHALL BE GREEN, HIGH INTENSITY
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TRAFFIC SIGN NOTES:
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@ DRIVEWAYS
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6"
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%%uSIDEWALK SECTION
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UTILITY TRENCH CUT (TYP.)
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#4 BARS REQ'D TO 2'0" BEYOND EACH SIDE OF
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%%uCURB & GUTTER SECTION
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UTILITY TRENCH CUT (TYP.)
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BEYOND EACH SIDE OF
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(3) #4 BARS REQ'D TO 2'0"
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2' RADIUS (TYP.)
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1:3 BATTER
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DEVICES"
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ON UNIFORM TRAFFIC CONTROL
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REQUIREMENTS OF THE "MANUAL
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SIGNS SHALL CONFORM TO THE
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%%uTRAFFIC SIGN & POST
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PUNCH 14GA.
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12' QUICK
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BOLT
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POSITION
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POST
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STANDARD SLEEVE
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48"
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12"
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24"
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10'0"
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24"
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36"
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10'0"
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10' (TYP.)
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N.T.S.
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10'0"
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10'0"
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N.,T.S.
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1'0"
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6"
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4"
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30"
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TO CENTERLINE
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1"
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1"
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6"
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1/2"
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1/2"
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3"
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8"
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4'0"
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8"
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4"
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STD.
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12'0"
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2'6"
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24"
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36"
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7'0"
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2'6"
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2'-6"
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6"
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SS
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SIDEWALK EXPANSION JOINTS
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EVERY 32' & SCRIBE JOINTS
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EVERY 4' (TYPICAL)
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COLD JOINT OR
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SCORED JOINT
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%%uCROSS DRAIN SECTION
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#4 REBAR @ 10 " O.C.12" O.C.
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SUBGRADE PREPARED AS SPECIFIED FOR ROADWAY
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4" ROADBASE GRAVEL REQ'D
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SUBGRADE PREPARED AS SPECIFIED FOR ROADWAY
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SLOPE 1/4" PER 1' TOWARDS STREET
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IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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PEA GRAVEL SUMP
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12"
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ROAD BASE
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%%uSURVEY MONUMENT DETAIL
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12" x 9 34" LONG P.V.C. C-900 PIPE SECTION
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WASHED PEA GRAVEL
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WASHED PEA GRAVEL (COMPACT PER APWA SEC. 02322)
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CONCRETE BASE CLASS 4000 CONCRETE per APWA SECTION 03304
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COMPACT BOTTOM OF EXCAVATED HOLE BEFORE PLACING MONUMENT POST
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(3) #5 REBAR ASTM A615 GRADE 60
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3" DIA. BRASS SURVEY MONUMENT POST
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"D&L SUPPLY" MODEL K-6313 MONUMENT RING & COVER
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10- " 12"
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ASPHALT SURFACE
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2' 10- " MIN. CONC. COLLAR 12" MIN. CONC. COLLARRECESSED FOR TOP OF MONUMENT BOX
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12 x9-34" LONG P.V.C. C-900 PIPE SECTION
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(3) #5 REBAR ASTM A615 GRADE 60
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3" DIA. BRASS SURVEY MONUMENT POST
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FL TEE W/FLxMJ VALVES
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3
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4
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(ALTERNATE LOCATION)
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STORM SEWER
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SURVEY MONUMENT
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SEE DETAIL THIS SHEET
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9.5' RADIUS (TYP)
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ALL SIGNS AND PLACEMENT OF
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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STANDARD STREET INTERSECTION DETAILS
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4
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21
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N.T.S.
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KLJ
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EDH
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CLB
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FEBRUARY 2010
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1
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NOV.09
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CLB
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MOVED TO SHEET 4
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%%uDEFECTIVE CONCRETE REPLACEMENT CRITERIA
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CURB + GUTTER
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APPROACH
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DRIVE
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EXIST. CURB & GUTTER
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CONST. 6"x12" CURB WALL
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STD. SIDEWALK
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1/2" EXPANSION JOINT
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(2%)
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(8.33%)
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RAMP
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(8.33%)
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MAXIMUM
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%%uTYPICAL WHEEL CHAIR RAMP
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TRANSITION
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1:20
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(5%)
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MAXIMUM
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MAXIMUM
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(5%)
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MAXIMUM
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(8.33%)
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AS DIRECTED BY CITY
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12"
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LANDING
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6"
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1:50
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MAXIMUM
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(2%)
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1:12
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%%uSECTION A-A
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MAXIMUM
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MAXIMUM
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%%uSECTION A-B
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S=1:50
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LANDING
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PARKSTRIP
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JOINT
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1/2" EXPANSION
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ELEVATION
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STD. SIDEWALK
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RAMP
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A
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TRANSITION
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RAMP
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1:20
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1:12
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S=1:12
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CONST. 6"x12" CURB WALL
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AS DIRECTED BY CITY
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NEW CONCRETE SIDEWALK
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(TYPICAL)
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SIDEWALK
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EXPANSION JOINT EVERY 32'-0"
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SCRIBE SIDEWALK EVERY 4'-0"
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EXIST. CONCRETE SIDEWALK
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20' RADIUS TO TBC
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UNLESS OTHER WISE SPECIFIED
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BY THE CITY ENGINEER
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B
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PROPERTY LINE
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%%uPLAN
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4'-0"
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(TYP.)
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PARKSTRIP
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S=1:12
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RAMP
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STD. SIDEWALK
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ELEVATION
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1:50
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LANDING
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RAMP
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1:12
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2'-6"
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(TYP.)
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1'
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5'-0"
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4'-0"
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A
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6"
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DEPTH
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VARIES
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2'-0" MIN.
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6"
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%%uSECTION
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%%uIRRIGATION BOX
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DIMENSION
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A
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B
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C
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D
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2'-0"
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2'-1"
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2'-1 1/2"
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3'-0"
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TYPE I
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3'-0"
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3'-1"
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4'-0"
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TYPE II
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3'-1 1/2"
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NO 1" CURB LIP THROUGH RAMP AREA
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NO 1" CURB LIP THROUGH RAMP AREA
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6" CONCRETE RAMP OR LANDING
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6" ROAD BASE
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RED STEEL REINFORCED CERAMIC TILE UNIT OR CITY APPROVED EQUAL (SEE NOTE)
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NOTES: 1. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
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%%UTILE DETAIL
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%%UTRUNCATED DOME DETAIL
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GENERAL NOTES: A. THE DETECTABLE WARNING SURFACE DOMES SHALL BE ORIENTED SUCH THAT THE ROWS ARE PARALLEL WITH THE DIRECTION OF PEDESTRIAN TRAVEL TO THE RAMP ON THE OPPOSITE SIDE OF THE STREET. B. THE COLOR FOR THE DETECTABLE WARNING SURFACE SHALL BE RED IN COLOR AS APPROVED BY THE CITY OR AUTHORIZED REPRESENTATIVE. C. WHEN A DETECTABLE WARNING SURFACE DOME IS CUT, THE REMAINING PORTION OF THE DOME SHALL BE BEVELED TO A MAXIMUM SLOPE OF 1:2.
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NOTES: 1. LOCATE DETECTABLE WARNINGS SO THAT THE EDGE NEAREST THE BACK OF CURB OR OTHER POTENTIAL HAZARD IS 6 INCHES FROM THE BACK OF CURB OR OTHER POTENTIAL HAZARD. PROVIDE 2-FOOT MINIMUM DEPTH. SEE FIGURE FOR TRUNCATED DOME SIZE AND SPACING DIMENSION DETAILS.
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2'X4' TRUNCATED DOME DETECTOR PAD - RED STEEL REINFORCED CERAMIC TILE UNIT OR CITY APPROVED EQUAL
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NEW CONCRETE CURB & GUTTER AND WHEEL CHAIR RAMP
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S=2.0%
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S=8.3%
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S=8.3%
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S=1:12
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RAMP
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S=8.3%
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6" x 6" GATE ACCESS CUT-OUT (2)
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MODEL 102 HEADGATE AS MFG. BY THE SWANSON CO. TO MATCH PIPE SIZE
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6" X 2" LIFT SLOT
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1" RAD. (TYP.)
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SETTLEMENT, SPALLING OR DEPRESSIONS WHICH ALLOW WATER TO POND OR CAUSE ICE POCKETS, REPLACE SECTION
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3 OR MORE CRACKS, REPLACE SECTION
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NOTES: 1. REPLACEMENT IS REQUIRED IF ANY COMPONENT HAS ONE OR MORE OF THE CONDITIONS SHOWN ABOVE. 2. ANYTIME CONCRETE IS CUT TO REPLACE A DEFECTIVE COMPONENT, THE CUT SHOULD EXTEND COMPLETELY THROUGH THE PIECE BEING REPLACED.
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SCORE MARK
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VERTICAL OR HORIZONTAL DISPLACEMENT OF 1/2" OR MORE, REPLACE SECTION
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25% OF SURFACE AREA HAS SPALLED, REPLACE SECTION
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PIPE SIZE VARIES
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#4 BARS @ 12" O.C. BOTH WAYS
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3 X x COVER 12 x COVER 38 COVER FRAME W/ " ANCHORS 12" ANCHORS@ 12" O.C.
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1/4" THICK DIAMOND PLATE STEEL
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EXPANSION JOINT
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SIDEWALK
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NOTES: 1. PIPE MATERIALS & SIZE SHALL BE APPROVED BY IRRIGATION COMPANY. 2. HORIZONTAL & VERTICAL ALIGNMENT TO BE APPROVED BY BRIGHAM CITY.
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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TYPICAL WHEELCHAIR RAMP
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5
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21
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N.T.S.
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KLJ
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EDH
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CLB
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FEBRUARY 2010
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1
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NOV.09
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CLB
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MOVED TO SHEET 5
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59.5' RADIUS TO
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PROPERTY LINE
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50.0' RADIUS
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TO TBC
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34.5' RADIUS
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TO TBC
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25.0' RADIUS TO
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PROPERTY LINE
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SECTION A-A
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REQUIRED GRADING BETWEEN TBC AND PROPERTY LINE
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9'-6"
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A
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A
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S=2.0%
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P
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L
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1.5:1 CUT SLOPE
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(MAX)
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L
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P
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2 FILL SLOPE
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(MAX)
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60'
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650' MAXIMUM
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NOTES:
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%%uCUL-DE-SAC
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P
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L
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4'-0"
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PARKSTRIP
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LINE EXTENSION
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SIDEWALK
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MONUMENT
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(SEE SHT 3)
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C OF ROAD
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L
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WHEEL CHAIR RAMP
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(SEE SHT 4)
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PROPERTY
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WATER LINE IN CUL-DE-SAC SHALL TERMINATE WITH FIRE HYDRANT (SEE SHEET #6)
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2.
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TURNAROUND PORTION OF CUL-DE-SAC SHALL HAVE A GRADE NOT TO EXCEED 4%
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1.
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NOTES: 1.THE CIRCULAR CUL-DE-SAC LAYOUT SHOWN ON THIS SHEET IS TO BE CONSIDERED AS THE THE CIRCULAR CUL-DE-SAC LAYOUT SHOWN ON THIS SHEET IS TO BE CONSIDERED AS THE CITY STANDARD DESIGN. OTHER ALTERNATE DESIGNS MAY BE CONSIDERED AS APPROVED BY THE CITY ENGINEER. 2.CUL-DE-SACS WITH A NEGATIVE GRADE PROGRESSING TOWARD THE TURNAROUND SHALL BE CUL-DE-SACS WITH A NEGATIVE GRADE PROGRESSING TOWARD THE TURNAROUND SHALL BE LIMITED TO A MAXIMUM GRADE OF SIX (6) PERCENT. THE CUL-DE-SAC SHALL TERMINATE WITH A GRADE OF NOT TO EXCEED THREE (3) PERCENT FOR THE LAST ONE HUNDRED (100) FEET OF TRAVELED SURFACE. THE CUL-DE-SAC SHALL HAVE ADEQUATE CURB, GUTTER, AND EASEMENT FOR DRAINAGE.
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%%uTEMPORARY TURNAROUND
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TEMPORARY TURNAROUND NOTE: WHEN TURNAROUND CANNOT BE CONSTRUCTED OUTSIDE OF THE SUBDIVISION, IT SHALL BE LOCATED ON A PORTION OF THE SUBDIVISION LOTS (AS NEEDED ) WITH THE SUBDIVIDER PLACING IN ESCROW AN AMOUNT OF MONEY SUFFICIENT TO COMPLETE THE STREET IMPROVEMENTS TO THE SUBDIVISION BOUNDARY. THESE FUNDS WILL BE USED AT SUCH TIME THE STREET IS EXTENDED.
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1'-0"
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4'-6"
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9'-6"
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2'6" CURB & GUTTER
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64'-2"%%P
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MONUMENT
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20'-6"' TO TBC
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30' TO PROPERTY LINE
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20' RADIUS (TYP.)
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4'-0"
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PARKSTRIP
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SIDEWALK
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1'-0"
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4'-6"
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41'
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NOTES: : 1.THE DRAINAGE DITCH THE DRAINAGE DITCH SHALL HAVE A 4 HORZ. TO 1 VERT. (4:1) SIDE SLOPE FROM THE EDGE OF ASPHALT TO THE FLOW LINE OF DITCH. 2.DRAINAGE DITCH MUST DRAINAGE DITCH MUST HAVE A MIN. GRADE OF 0.5%
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48' RADIUS TO
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EDGE OF ASPHALT
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SLOPE 2% TO
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EDGE OF ASPHALT
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RIGHT-OF-WAY
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PROPERTY LINE
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SUBDIVISION BOUNDARY
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CONSTRUCT CITY STANDARD ROAD SECTION (WHERE FUTURE ROAD WILL CONTINUE)
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CONSTRUCT TEMPORARY TURNING AREA WITH MIN. 3" ASPHALT & 6" DEPTH OF ROAD BASE GRAVEL
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55' RADIUS TO
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EASEMENT
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REQUIRED TEMPORARY TURNAROUND EASEMENT
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C
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L
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DRAINAGE DITCH DIRECTION OF FLOW DICTATED BY TOPOGRAPHY AND APPROVAL BY THE CITY ENGINEER
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%%UALTERNATE TEMPORARY TURNAROUND
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RIGHT-OF-WAY
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PROPERTY LINE
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CONSTRUCT CITY STANDARD ROAD SECTION (WHERE FUTURE ROAD WILL CONTINUE)
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CONSTRUCT TEMPORARY TURNING AREA WITH MIN. 3" ASPHALT & 6" DEPTH OF ROAD BASE GRAVEL
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REQUIRED TEMPORARY TURNAROUND EASEMENT
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DRAINAGE DITCH DIRECTION OF FLOW DICTATED BY TOPOGRAPHY AND APPROVAL BY THE CITY ENGINEER
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120' HAMMERHEAD DETAIL
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SUBDIVISION BOUNDARY
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28' RADIUS (TYP.)
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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CUL-DE-SAC DETAILS
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6
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21
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N.T.S.
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KLJ
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EDH
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CLB
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FEBRUARY 2010
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1
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NOV.09
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CLB
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MOVED TO SHEET 6, REMOVED THE LETTER "C" IN NOTE 1
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TO BE CROSSED.
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POLY. OR P.V.C. AS
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CONCRETE WHITE
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21" METER BOX
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5'-6" MIN.
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4
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3
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STORM DRAIN
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2
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5
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2
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3
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1
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(TYP.)
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CL-51 D.I.P.
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BLOCK TO FITTING (EPOXY COATING).
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4 FURNISH & INSTALL MJ GATE VALVE & BOX.
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2 MJ 45%%d BEND W/RETAINER GLANDS.
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1 TRANSITION COUPLING; ROCKWELL MODEL 441 OR ROMAC MODEL 501.
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3 CONSTRUCT THRUST BLOCKS AT EACH 45%%d BEND W/(3) #6 REBARS SECURING
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5 MINIMUM OF 12" COVER BETWEEN THE WATERLINE AND STORM DRAIN PIPE
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%%uTYPICAL WATERLINE LOOP
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18" MIN.
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3'-0"
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45%%d
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2'-0"
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12"
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4' 0" MIN.
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2'-0"
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4'-0"
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6"
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3'-0"
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6"
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PIPE O.D.+18"
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1'-0"
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6"
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18"
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4'-0"
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THRUST PER P.S.I. OF WATER
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PRESSURE AT VARIOUS FITTINGS
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PIPE
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SIZE
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DEAD END
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OR TEE
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90%%D
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ELBOW
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ELBOW
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45%%D
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ELBOW
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22 1/2%%D
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24
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20
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18
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16
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14
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12
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10
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8
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6
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4
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19
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39
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67
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109
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155
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210
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272
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351
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434
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623
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27
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55
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94
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154
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218
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296
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383
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494
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611
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878
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15
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30
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51
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84
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119
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161
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209
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269
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333
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478
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7
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15
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26
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43
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61
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82
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106
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137
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169
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244
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COMBINED WATER & SEWER LATERAL SECTION
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THRUST BLOCKING
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TYPICAL TRENCH SECTION
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TYPICAL FLUSH VALVE CONNECTION
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TYPICAL URBAN FIRE HYDRANT CONNECTION
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10'-0"
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MIN
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MIN
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MIN
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GRADE LINE
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CULINARY
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WATER
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LATERAL
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SEWER
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LATERAL
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MIN
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MIN
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WIDTH @ TOP
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OF PIPE
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SAND, GRAVEL OR EARTH
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CONTAINING NO LUMPS, OR-
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GANIC MTL. OR ROCKS LARGER
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THAN 2" IN ANY DIRECTION.
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HAND OR MECHANICAL COM-
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PACTION.
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MAINTAIN 48"
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MIN. COVER
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OVER WATERLINE
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GRADE LINE
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SIDE SLOPES TO
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CONFORM WITH LOCAL,
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STATE AND FEDERAL
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0.S.H.A. REQUIREMENTS
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8" ROAD
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BASE (MIN.)
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INSTALL PIPE ON STABLE
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FOUNDATION WIDTH UNIFORM
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BEARING UNDER FULL LENGTH OF
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PIPE BARREL - PROVIDE BELL HOLES.
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BED PIPE IN SAND OR GRAVEL IN
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UNSTABLE GROUND AREAS OR THROUGH
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ROCK EXCAVATION. 6" MIN. DEPTH UNDER
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PIPE TO BE COVERED W/BEDDING MATERIAL
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WHEN DIRECTED BY THE ENGINEER.
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NOTE:
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1. CONCRETE SHALL NOT BE PLACED WITHIN 1-1/2"
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OF JOINTS AND BOLTS. COVER ALL METAL CONTACT
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AREAS W/POLY-WRAP PRIOR TO CONCRETE
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PLACEMENT.
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2. IN THE ABSENCE OF A SOILS REPORT, ALL THRUST
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BLOCKS SHALL BE SIZED ON THE BASIS OF A MAX.
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LATERAL BEARING VALUE OF 2000 P.S.F. AND A THRUST
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RESULTING FROM 200% OF THE WATERLINE STATIC
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TEST PRESSURE.
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3. THRUST BLOCKS ARE REQ'D. AT ALL BENDS OF 22-1/2"
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OR MORE.
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2" MIN.
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6" MAX.
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MIN.
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8"
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MIN.
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OF ROAD (STD.)
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10' OFF
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CONC.
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THRUST
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BLOCK
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MAINTAIN 48"
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MIN. COVER
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OVER WATERLINE
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%%Ud"%%Ux6"x%%Ud"
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TEE OR OTHERWISE
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APPROVED BY THE ENGINEER
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6" CLASS 50 DUCTILE IRON PIPE
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PLACE I CUBIC YARD
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OF WASHED DRAIN ROCK
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AROUND DRAIN RING HOUSING
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CONC.
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THRUST
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BLOCK
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"MUELLER" CENTURION OR "CLOW"
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MEDALLION FIRE HYDRANT
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ASPHALT
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ROAD
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SURFACE
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STD. 2'-6"
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CURB & GUTTER
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GRAVEL BASE
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ADJUST ALL WATER VALVE
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BOXES TO GRADE FOLLOWING
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PAVING W/CONC. COLLAR;
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COLLAR TO BE HELD DOWN
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1/2" BELOW TOP OF NEW ASPHALT
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6" GATE VALVE
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(MJ x FL)
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TYPICAL CULINARY WATER SERVICE CONNECTION
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EXAMPLE:
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8-INCH 90%%D ELBOW, PRESSURE 200 LB./SQ. IN.
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FROM TABLE : THRUST = 94 x 200 = 18,800 LB.
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ASSUME BEARING STRENGTH OF SOIL = 2000 LB./SQ. FT.
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AREA OF BEARING REQUIRED
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FOR THRUST BLOCK
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%%U18,800
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2,000
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= 9.4 SQ. FT.
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NOTES:
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1. IN USING THE ABOVE TABLES, USE THE MAXIMUM
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INTERNAL PRESSURE ANTICIPATED (I.E. HYDROSTATIC
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TEST PRESSURE, POSSIBLE SURGE PRESSURE DUE
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TO PUMP SHUT OFF, ETC.).
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2. SEE SOILS REPORT FOR BEARING STRENGTH OF SOIL.
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IN THE ABSENCE OF A SOILS REPORT, AN AVERAGE SOIL
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(SPADABLE MEDIUM CLAY) CAN BE ASSUMED TO HAVE A
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BEARING STRENGTH OF 2000 P.S.F.
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10'%%P TYPE K COPPER
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"MAINGUARD" 2"
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BLOW-OFF HYDRANT
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CAST IRON COVER
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W/LOCKING NUT
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("D & L SUPPLY")
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MODEL B-5024 OR
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APPROVED EQUAL
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BRONZE 2 1/2"
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NST OUTLET
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STD. 2'-6"
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CURB & GUTTER
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1 CUBIC FOOT
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OF WASHED
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DRAIN ROCK
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THRUST BLOCK
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2" BRASS STREET "L"
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PLUG TAPPED
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FOR 2" PIPE
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THRUST BLOCK
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DEAD END
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WATER MAIN
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C
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L
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C
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L
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3/4" TYPE K COPPER SERVICE
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FOR SINGLE FAMILY DWELLING
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(LARGER SERVICES SHALL BE
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AS APPROVED BY THE CITY
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ENGINEER) OR CLASS
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MAINTAIN 48"
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MIN. COVER
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OVER WATERLINE
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10' 0FF C
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OF ROAD (STD.)
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L
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STUB TO 15'-0" MIN.
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INSIDE PROPERTY
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LINE AND PLUG;
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INSTALL APPROVED
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LOCATION MARKER
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"MUELLER" H-15451
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COMPRESSION CONNECTION
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C
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L
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ANGLE BALL VALVE
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WATER METER
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BY TREMONTON CITY
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3/4" TYPE K COPPER OR CTS POLY SERVICE
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STD. 2'-6" CURB & GUTTER
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ASPHALT ROAD SURFACE
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GRAVEL BASE
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STD.
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P
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L
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24" MAX.
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(2) #5 EPOXY
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COATED REBAR
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HOOKS REQ'D
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CROSS
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TEE
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PLUG
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TEE
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BENDS
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PLUG
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ALL TIMBER FOR BLOCKING
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IS TO BE REDWOOD OR CEDAR
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24" CONC. PIPE SECTION
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8" DIAMETER MIN.
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MAIN LINE SIZE FOR
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DISTRIBUTION SYSTEM
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SERVING FIRE HYDRANT.
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OF NOT LESS THAN 2500 PSI IN 28 DAYS.
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4. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH
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"MUELLER" H/5428 ADAPTER
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NOTE:
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POLY WRAP HYDRANT PRIOR
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TO CONCRETE THRUST BLOCK
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DIRECTED BY
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TREMONTON CITY
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200 PSI(PE) CTS W/INSERTS
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CAST IRON COVER W/LOCKING NUT (D&L SUPPLY MODEL L-2244)
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STD. 4' CONC. SIDEWALK
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"FORD" FB-1100 OR "MUELLER" B-25028 COMPRESSION CONNECTION OR APPROVED EQUAL WITH "ROMAC" 202 N SADDLE
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"MUELLER" COPPER METER YOKE W/VERTICAL CHECK VALVE-"MUELLER" B-2434-6A OR "FORD" VBH " - 1"34" - 1"
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CAST IRON VALVE BOX & LID W/LOCKING NUT "TYLER" 564A
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MUELLER STRAIGHT COUPLING H-15428
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CURB VALVE MUELLER H-10283
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CLOSE BRASS NIPPLE
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BRASS UNION
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COMPACTED OR WATER CONSOLIDATED BACKFILL
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3" BITUMINOUS SURFACE (MIN)
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CULINARY WATER MAIN DUCTILE IRON PIPE- 6"-12" MAINS SHALL BE CLASS 50 14" OR LARGER MAINS SHALL BE CLASS 250 P.S.I. pVC-C900-DR14
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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FIRE HYDRANT & WATER SERVICE CONNECTIONS
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7
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21
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N.T.S.
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KLJ
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EDH
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CLB
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FEBRUARY 2010
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1
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NOV.09
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CLB
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MOVED TO SHEET 7
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MAX. 1/4" CLEARANCE
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W/HOLE FOR PIPE SECTION-
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DETAIL THIS SHEET)
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RESTRAINT, TYP. (SEE
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WALL PENETRATION PIPE
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MODEL 6016
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SUMP GRATE "D & L"
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18" CONC. PIPE SUMP
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(TYPICAL)
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3/4" ANCHOR BOLTS
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FINISH GRADE
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VAULT (OR APPR. EQ.)
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AFTER FABRICATION
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HOT DIP GALVANIZE
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2 1/2" x 3/4"
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(6) REQ'D.
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3/4" DIA.
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(4) REQ'D.
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3/4" DIA.
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%%uLADDER DETAIL
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%%uSECTION
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%%uPLAN
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5'-2 1/2"
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12"
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1'-4"
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8"
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3"
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6
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11
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9
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4
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5
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7
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13
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10
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8
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4
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5
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9
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12
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4
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8
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10
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11
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7
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6
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9
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LOCATION OF
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30"%%c M.H.
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ACCESS
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6'x6'x6'-6" DEEP
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"AMCOR" PRECAST CONC.
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4" OR 6" D.I.P.
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CLASS 50
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CLASS 50
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4" OR 6" D.I.P.
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6
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11
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7
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9
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4
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5
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13
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3
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1
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2
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4
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9
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7
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11
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6
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ACCESS LADDER
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SEE DETAIL
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THIS SHEET
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PRESSURE GAUGE
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W/HOSE BIB
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SEE DETAIL
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SHEET 8.
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GROUT LINES IN
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PRECAST OPENINGS
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6" GRAVEL BASE
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TOP REINFORCED TO CARRY
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HS-20 TRAFFIC LOADING
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30" MANHOLE RING & COVER:
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"D & L" SUPPLY A-1180
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VENTED COVER, MARKED
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"WATER" OR EQUAL
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FINISH GRADE
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18
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16
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17
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18
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36"%%c CONC.
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T&G BOX
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TYPE "K" COPPER
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OR POLY. SERVICE
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12" GRAVEL
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BASE
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MARKED "WATER"
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"D&L SUPPLY" A-1463
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NOTCH OUT PIPE SECTION
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FOR COPPER SERVICE;
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GROUT CLOSED
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30"%%c REINFORCED CONC.
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PIPE SECTION
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TYPE "K" COPPER
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SERVICE
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%%uPLAN
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%%u3", 4" & 6" WATER METER STATION
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%%u1 1/2" & 2" WATER METER STATION
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%%uSECTION
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PROPERTY OWNER OR CONTRACTOR SHALL PAY FOR ALL COSTS
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OF INSTALLATION INCLUDING ALL MATERIALS, ALL EXCAVATION AND
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FILL, ASPHALT REPLACEMENT AND WATER MAIN CONNECTION.
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INSPECTION OF ALL WATER LINE INSTALLATIONS WILL BE DONE
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BY TREMONTON CITY WATER DEPT., WITH A 48 HOUR MINIMUM
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NOTICE REQUIRED PRIOR TO START OF WORK.
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IF APPLICABLE, A TREMONTON CITY CUT PERMIT MUST BE REQUESTED
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AND APPROVED PRIOR TO START OF WORK.
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ALL SERVICE LINES TO AND FROM METER SHALL BE TYPE "K" COPPER.
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1 1/2" SERVICE LINE-13"METER
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2" SERVICE LINE-17"METER
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1.
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2.
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3.
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1.
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2.
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GENERAL NOTES:
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NOTE:
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NOTES:
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3'-6"
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15"
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15"
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2
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3
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1
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WALL PENETRATION DETAIL
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24"x24"x1/4" STEEL PLATE
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"ROMAC" MJRG RETAINER
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GLAND (OR APPROVED EQUAL)
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D.I.P.
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GROUT AROUND PIPE
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STRAINER
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STRAINER
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METER SETTER W/BYPASS
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MULLER B-2423-2 OR
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FORD VBHH70
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(1 1/2" & 2" METER STA.)
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(3",4" & 6" METER STA.)
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2"
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1 1/2"
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-
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2"
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1 1/2"
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-
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2"
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FL
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1 1/2"
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2"
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LINE
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TYPE
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JOINT
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LINE
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1 1/2"
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NO.
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DESCRIPTION
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FLxPE
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FLxPE
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FLxPE
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6"x12 3/8"
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4"x19"
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3"x23"
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4"x74"
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3"x74"
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6"x74"
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4"x12"
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3"x12"
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6"x12"
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4"x29"
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3"x31"
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FL
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6"x26"
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4"x24"
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3"x24"
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FL
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6"x24"
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4"
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3"
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FL
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6"
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4"
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3"
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FL
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6"
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4"
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3"
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FLxPE
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6"
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4"
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3"
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FLxPE
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6"
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4"
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3"
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FL
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6"
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"ROMAC" 501 FLEXIBLE PIPE COUPLING
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"ROMAC" FCA501 FLANGED COUPLING ADAPTER
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6"
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FL
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-
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4"
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FL
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-
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4"
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-
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FL
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11
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12
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13
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16
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17
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18
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10
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9
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8
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7
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6
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5
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4
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3
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2
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"MUELLER" 110 COMPRESSION CONN. COUPLING
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"MUELLER" B-2423-2 METER YOKE (18" HEIGHT)
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PIPE & FITTING SCHEDULE
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3"
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JOINT
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TYPE
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LINE
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3"
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SPOOL PIECE
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NO.
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1
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"MASTER METER" DUAL BODY COMPOUND METER W/STRAINER
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GATE VALVE
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TEE
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90%%d ELBOW
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SPOOL PIECE
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NIPPLE
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NIPPLE
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NIPPLE
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DESCRIPTION
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-
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LINE
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4"
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LINE
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-
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6"
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ALL FITTINGS SHALL BE AWWA C-110 WITH FLANGES ADEQUATE FOR PRESSURE OF 250 P.S.I. ALL PIPING SHALL BE DUCTILE IRON PIPE-CLASS 350 P.S.I. MIN.
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"MASTER METER" DUAL BODY COMPOUND METER W/STRAINER
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"MASTER METER" DUAL BODY COMPOUND METER W/STRAINER
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"MASTER METER" DUAL BODY COMPOUND METER W/STRAINER
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RAISE ALL MANHOLES TO FINISH
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GRADE WHEN IN PAVED STREETS
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WITH A CONCRETE COLLAR.
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COLLAR TO BE HELD DOWN 1/2"
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BELOW TOP OF NEW ASPHALT.
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MIN.
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12"
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10"
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MIN.
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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TYPICAL WATER METER STATIONS
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8
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21
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N.T.S.
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KLJ
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EDH
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CLB
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FEBRUARY 2010
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1
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NOV.09
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CLB
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MOVED TO SHEET 8, ADDED CONCRETE COLLAR
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SUMP
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18" CONC. PIPE
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PLUG
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WATERTIGHT CONC.
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D & L MODEL E6016
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SUMP GRATE
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SMOOTH NOSE
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17
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15
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4"x2 1/2"
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11
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12
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13
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14
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15
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16
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17
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18
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10
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9
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8
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7
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6
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5
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4
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3
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2
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-
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-
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-
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-
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ADJUSTABLE PIPE SUPPORT
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(CLOW F-1608 OR EQUIVALENT)
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4"x2"
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FL
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4"x2 1/2"
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BLIND FLANGE W/THR. CONNECTION (2)
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2 1/2"
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2"
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FL
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2 1/2"
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GALVANIZED UNION
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4"
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4"
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FL
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4"
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GATE VALVE (2)
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2 1/2"
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2"
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FL
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2 1/2"
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GALVANIZED PIPE (3)
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FITTING
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THR.
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THR.
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THR.
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THR.
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THR.
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-
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DESCRIPTION
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NO.
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2" GALV. STEEL 90%%d ELBOW
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A
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2" GATE VALVE
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2" SERVICE SADDLE
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2" GALV. STEEL PIPE
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B
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C
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D
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E
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F
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2" GALV. STEEL UNION
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PIPE & FITTING SCHEDULE
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2" HEAVY-DUTY COMBINATION AIR-VACUUM
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RELIEF VALVE "APCO" MODEL 144 OR EQUIVALENT
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PIPE & FITTING SCHEDULE
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NOTE - STRUCTURE, PIPING & VALVE SIZES FOR P.R.V. STATIONS ON LINE
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SIZES GREATER THAN 10" SHALL BE SPECIFIED BY THE CITY ENGINEER.
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6"
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FLxPE
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FLxPE
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FL
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FL
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FL
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FLxPE
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FL
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FL
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FL
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FL
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FL
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FL
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FL
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JOINT
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TYPE
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LINE
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6"
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4"
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4"
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4"
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4"
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4"
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4"
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4"
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4"
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4"
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2"
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PRESSURE REDUCTION VALVE ("CLAYTON")
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NO.
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1
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CAST FLANGED COUPLING ADAPTOR (2)
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REDUCER (2)
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REDUCING TEE (2)
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SPOOL PIECE (2)
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90%%d ELBOW (2)
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WALL SPOOL PIECE (2)
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WALL SPOOL PIECE (2)
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GATE VALVE (2)
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NIPPLE
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CAST FLANGED COUPLING ADAPTER
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SPOOL PIECE
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PRESSURE REDUCTION VALVE ("CLAYTON")
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DESCRIPTION
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6"
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6"
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6"
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6"
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6"
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4"
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6"
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4"
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4"
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8"
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8"
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8"
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8"
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8"
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8"
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4"
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8"
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4"
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4"
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LINE
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8"
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6"x4"
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4"x4"x4"
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8"x6"
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6"x6"x4"
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2 1/2"
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LINE
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2 1/2"
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10"
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10"x8"
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8"x8"x4"
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10"
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3"
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8"
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1'-4"
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12"
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5'-2 1/2"
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12"
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8"
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8"
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6"
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6"
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8'-4"
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6"
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8"
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4'-0"
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2'-6"
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8"
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1'-3 1/2"
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8"
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4"
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4"
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8'-4"
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9'-4"
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8"
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4'-4"
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3'-8"
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8"
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30"
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MANHOLE OPENING
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"THORITE" GROUT SEAL
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or EQUIVALENT
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(TYP.)
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1
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2
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4
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3
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5
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3
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4
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2
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1
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5
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7
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16
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14
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14
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13
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14
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17
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15
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7
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6
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6
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8
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12
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9
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18
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10
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11
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8
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PLAN
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10
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9
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2
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3
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ELEVATION
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PRESSURE REDUCTION STATION
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#4 BAR
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@12" O.C.
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ALL SIDES
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1'6"
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(TYP.)
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2'0"
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(TYP.)
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2'6"
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ALL SIDES
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@12" O.C.
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#6 BAR
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2'0"
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#4 BAR x 2'0" @ 12" O.C.
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ALL SIDES (TYP.)
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KEYWAY REQ'D. (TYP.)
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SLOPE TO DRAIN
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4"x 6" DRAIN
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3"
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CLEARANCE
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#4 BAR @ 12" O.C.
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SEAL ALL JOINTS
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W/ "RAMNECK" OR
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"KENT SEAL" GROUT
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#4 BAR @ 12" O.C.
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(TYP.)
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(2) EXTRA #6 BAR x 3'6"
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EACH SIDE OF OPENING
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LADDER
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(SEE DETAIL
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THIS SHEET)
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1-1/2"
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CLEARANCE
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#6 BAR @ 12" O.C.
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30" "D & L SUPPLY" A-1180
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MANHOLE RING & COVER
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MARKED "WATER"
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EXCAVATION LINE
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ASPHALT CUT TO NEAT LINE
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6" BEYOND EXCAVATION
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8" ROADBASE
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3" ASPHALT
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2
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1
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6
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1
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3
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PRESSURE GAUGE
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W/HOSE BIB
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PRESSURE GAUGE
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11
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12
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18
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8
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6
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8
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MARKED "WATER"
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VENTED RING & COVER
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30" "D & L SUPPLY" A-1180
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D
AutoCAD SHX Text
PRESSURE GAUGE W/HOSE BIB DETAIL
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TEE
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REDUCING
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1/2" x 3/8"
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HOSE BIB
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PLUG VALVE
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AIR/VACUUM RELIEF STATION
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LADDER DETAIL
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D
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C
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B
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A
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D
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E
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D
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F
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5'0" DIA. cI-IV R.C.P.
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"THORITE" GROUT SEAL
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OR EQUIVALENT
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PRE-CAST REINFORCED CONC.
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FLAT-SLAB LID W/30" DIA.
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OPENING (HS-20 LOADING)
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FINISH GRADE
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(ALL-
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AROUND)
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GRAVEL
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GRADE RINGS
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(AS REQ'D.)
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1 1/2" DIA.
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(4) REQ'D.
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3/4" DIA.
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(6) REQ'D.
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2 1/2" x 3/4"
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HOT DIP GALVANIZE
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AFTER FABRICATION
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GAUGE (0-200 PSI)
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LIQUID FILLED
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36" MANHOLE OPENING-
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CENTER OVER P.R.V.-
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"D & L" SUPPLY A-1460
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RING AND COVER
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8"
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WALL PENETRATION PIPE
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RESTRAINT-TYP.
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(SEE DETAIL SHT. #7)
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INTO CPLG
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SCREW PIPE
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ROUND EDGES
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1'10"
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D
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4-#4, WELD TO CPLG
AutoCAD SHX Text
CAST INTO CONC BASE
AutoCAD SHX Text
12" THREADED GALV CPLG
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HOLE IN BASE
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DRILL 1/2" DIA DRAIN
AutoCAD SHX Text
ROW IN 12" PIPE
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INTO ROWS @ 8 HOLES PER
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DRILL (64) 3/4" DIA HOLES
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GALV AFTER FABRICATION
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12"X1/8" THICK STL PIPE
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TO 12" PIPE
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WELD #10 GA PLATE
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E
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GRANULAR BACKFILL
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PROVIDE 12" MINIMUM
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FINISH GRADE
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2'9"
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2'0"
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2'3"
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VENT PIPE
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AND SST BAND TOP OF
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#14 SST MESH SCREEN
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BY CITY ENGINEER
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PIPE TO BE DETERMINED
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LOCATION OF VENT
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2'6"
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& GUTTER
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STD. CONC.CURB
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RAISE ALL MANHOLES TO FINISH
AutoCAD SHX Text
GRADE WHEN IN PAVED STREETS
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WITH A CONCRETE COLLAR.
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COLLAR TO BE HELD DOWN 1/2"
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BELOW TOP OF NEW ASPHALT.
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MIN.
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12"
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10"
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MIN.
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CONCRETE COLLAR
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SEE AIR/VACUUM DETAIL
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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P.R.V. STATION & AIR/VACUUM RELEASE STATION
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9
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21
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N.T.S.
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KLJ
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EDH
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CLB
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FEBRUARY 2010
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1
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NOV.09
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CLB
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MOVED TO SHEET 9, ADDED CONCRETE COLLAR
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WHEN CONSTRUCTED.
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4.
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3.
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2.
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1.
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NOTES:
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AND INSPECTED BY MEANS OF VIDEO CAMERA
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ALL SANITARY SEWER LINES SHALL BE AIR TESTED
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CONNECTING POINT.
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THE INSIDE TOP OF PIPE ON MAINLINE AT THE
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FLOWLINE ELEVATION OF LATERALS SHALL EQUAL
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UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
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MADE WITH IN LINE PRE-FORMED WYES OR TEES
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SEWER MAINS IN NEW SUBDIVISIONS SHALL BE
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ALL SANITARY SEWER LATERAL CONNECTIONS ON
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L
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10' FROM C OF ROAD
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PROPERTY LINE
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WATER TIGHT PLUG
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MIN.
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15'-0"
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APPROVED LOCATION MARKER
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PROPERTY LINE - INSTALL
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STUB LATERAL 15' INSIDE
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BY THE CITY ENGINEER)
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(1% MIN. IN SPECIAL CASES APPROVED
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PVC SEWER LATERAL, MINIMUM SLOPE 2%
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MUST COMPLY WITH ASTM D-1869
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PVC JOINTS OF RUBBER RING TYPE
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45%%D
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ASTM D-3034 WITH A S.D.R. 35
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PVC PIPE AND FITTINGS
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NOTE:
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ASTM D-3034 WITH A S.D.R. 35
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PVC PIPE AND FITTINGS PER
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SEWER MAIN (8" MIN. DIA.)
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(BELL X SPIGOT)
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45%%D STREET ELBOW
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L
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C OF ROAD
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ASPHALT ROAD SURFACE
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ROMAC "CB"
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CITY ENGINEER)
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4" PVC PIPE (LARGER SIZES
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SHALL BE AS APPROVED BY
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RUBBER GASKET SPEC ASTM D-1869
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(FERNCO DONUT OR APPROVED EQUAL)
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SPEC ASTM C-14
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SHALL BE AS APPROVED BY
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4" PVC PIPE (LARGER SIZES
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CITY ENGINEER)
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CITY ENGINEER)
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4" PVC PIPE (LARGER SIZES
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SHALL BE AS APPROVED BY
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EXISTING PVC
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SEWER PIPE
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TAPPING INTO EXISTING PVC PIPE
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PVC PIPE FITTINGS ASTM D-3034
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WITH ASTM D-1869
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PVC JOINTS OF RUBBER
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RING TYPE MUST COMPLY
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WITH A S.D.R. 35
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NOTE:
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45%%D PVC ELBOW
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(BELL x SPIGOT)
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EXISTING WYE
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OR TEE
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CONNECTING INTO EXISTING WYE OR TEE
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PVC PIPE FITTINGS ASTM D-3034
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WITH ASTM D-1869
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PVC JOINTS OF RUBBER
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RING TYPE MUST COMPLY
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WITH A S.D.R. 35
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NOTE:
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45%%D STREET ELBOW
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(BELL x SPIGOT)
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SEWER SADDLE
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(BELL x SPIGOT)
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45%%D STREET ELBOW
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NOTE:
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WITH A S.D.R. 35
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RING TYPE MUST COMPLY
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PVC JOINTS OF RUBBER
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WITH ASTM D-1869
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PVC PIPE FITTINGS ASTM D-3034
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TAPPING INTO EXISTING CONCRETE PIPE
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SEWER PIPE
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EXISTING CONCRETE
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SADDLE, SPEC. ROMAC "CB"
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STANDARD CURB AND GUTTER
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STANDARD SIDEWALK
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TYPICAL SEWER LATERALS CONNECTION
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PVC CONNECTOR (SEE
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DETAIL THIS SHEET)
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TYPICAL TRENCH SECTION
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6"
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3" BITUMINOUS
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SURFACE
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8" ROAD
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BASE (MIN.)
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GRADE LINE
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SIDE SLOPES TO
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CONFORM WITH LOCAL,
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STATE AND FEDERAL
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0.S.H.A. REQUIREMENTS
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COMPACTED OR WATER CON-
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SOLIDATED BACKFILL.
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PIPE O.D.+18"
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1'-0"
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6"
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MIN
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MIN
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WIDTH @ TOP
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OF PIPE
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INSTALL PIPE ON STABLE
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FOUNDATION WIDTH UNIFORM
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BEARING UNDER FULL LENGTH OF
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PIPE BARREL - PROVIDE BELL HOLES.
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BED PIPE IN SAND OR GRAVEL IN
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UNSTABLE GROUND AREAS OR THROUGH
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ROCK EXCAVATION. 6" MIN. DEPTH UNDER
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PIPE TO BE COVERED W/BEDDING MATERIAL
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WHEN DIRECTED BY THE ENGINEER.
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SAND, GRAVEL OR EARTH
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CONTAINING NO LUMPS, OR-
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GANIC MTL. OR ROCKS LARGER
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THAN 2" IN ANY DIRECTION.
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HAND OR MECHANICAL COM-
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PACTION.
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MAINTAIN 48"
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MIN. COVER
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OVER WATERLINE
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TYPICAL TRENCH SECTION
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NEW SERVICES CONNECTED WITHOUT A WYE OR TEE ARE TO BE CORE DRILLED..
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NEW SERVICES CONNECTED WITHOUT A WYE OR TEE ARE TO BE CUT WITH A HOLE SAW.
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SANITARY SEWER PIPES SHALL BE WHITE OR GREEN IN COLOR.
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BEHIND SIDEWALK.
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INSTALL 4"%%C SEWER CLEANOUT
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BURY 6" BELOW SURFACE. SEWER CLEANOUT CAP WITH LOCATOR DISK MUST BE PURCHASED FROM TREMONTON CITY.
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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SANITARY SEWER DETAILS
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10
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21
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N.T.S.
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CLB
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BEB
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CLB
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FEBRUARY 2010
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1
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NOV.09
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CLB
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MOVED TO SHEET 10, REMOVED RESPONSIBILITY NOTE
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2
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NOV.09
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BEB
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ADD SEWER CLEANOUT W/ LOCATOR DISK ON TYP SEWER LATERALS
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(TYP. ALL PIPE SIZES)
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5' DIA. M.H.
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MAINS ARE 12" OR LARGER)
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4' DIA. M.H. (UNLESS SEWER
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L
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L
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PVC MANHOLE
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ADAPTOR
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PVC PIPE
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CONTOUR FLOWLINE+
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SIDES OF MANHOLE
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SHAPED CHANNELS IN
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CONCRETE BASE
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CONCRETE BASE
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CONCRETE BASE
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PRECAST CONCRETE MANHOLE SECTION
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GROUT IN CONCRETE BASE
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ALL JOINTS SHALL BE WATERPROOFED
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CUT PIPE BEFORE PLACING IN
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CONCRETE BASE
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CONCRETE BASE, 9" MIN. THICKNESS
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REQ'D UNDER PIPE - APPROVED
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PRECAST OR POURED IN PLACE
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FOUNDATION TO REST ON FIRM UNDISTURBED
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SOIL OR 6" OF 1" MIN. GRADED ROCK WHEN
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DIRECTED BY THE CITY ENGINEER
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NOTE:
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SECURE INVERTS IN ALL MANHOLES
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DURING CONSTRUCTION SO AS TO PREVENT
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GRAVEL AND OTHER DEBRIS FROM COLLECTING
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INSIDE.
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30" MANHOLE RING & COVER
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"D & L SUPPLY" A-1180 OR
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APPROVED EQUAL (MARKED "SEWER")
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GRADE RINGS AS REQUIRED (6" MIN.)
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GROUND GRADE RING INTO PLACE (TYP.)
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MANHOLE STEPS (FOR MANHOLES OVER
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3' DEEP.) UNIFORMLY SPACED (1'-0" MAX.)
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POLYPROPYLENE COVERED STEEL STEPS,
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MODEL PSI-PF AS MANUFACTURED BY
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"M.A. INDUSTRIES " OR APPROVED EQUAL-
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INSTALLATION OF STEPS SHALL BE
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WATERPROOF.
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GROUT ALL JOINTS ON PRECAST CONCRETE
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SECTION (GROUT, RAMNECK, OR KENT SEAL)
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RAISE ALL MANHOLES TO FINISH
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GRADE WHEN IN PAVED STREETS
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WITH A CONCRETE COLLAR.
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COLLAR TO BE HELD DOWN 1/2"
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BELOW TOP OF NEW ASPHALT.
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FINISH GRADE
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FINISH GRADE
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NOTE:
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RUBBER BOOT JOINTS WITH
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STAINLESS STEEL CONNECTION
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BANDS ARE ACCEPTABLE
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SUBSTITUTES FOR STANDARD
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JOINTS SHOWN.
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PVC MANHOLE ADAPTOR
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PVC PIPE
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GROUT M.H. ADAPTOR INTO
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PLACE THEN SHAPE M.H.
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FLOOR & F OF CHANNEL
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TO MEET PVC PIPE
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MANHOLE FLOOR
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F M.H. CHANNEL
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NOTE:
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ALL SANITARY SEWER LINES SHALL BE
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INSPECTED BY MEANS OF VIDEO CAMERA
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& AIR TESTED WHEN CONSTRUCTED
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P.V.C.-D.C.I. PIPE COUPLING ADAPTOR
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(SMITH-BLAIR 433 TRANSITION CAST
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COUPLING OR EQUAL)
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P.V.C. PIPE
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D.I. WYE
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D.I. PIPE
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CONCRETE PIPE
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PIPE FLANGE
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NIPPLE
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PVC OR
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D.I. PIPE
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3-#4 REBAR RINGS
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@ 6" C.C.
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WYE
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45%%D BEND
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CONCRETE TRANSITION
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BLOCK
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FLANGE COUPLING
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ADAPTOR
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SPOOL PIECE
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(VARIES)
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90 LONG RADIUS
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ELBOW
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BLIND FLANGE
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W/TOP HALF OF
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PIPE SECTION OPEN
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SPOOL PIECE
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30" MANHOLE RING & COVER
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"D & L SUPPLY" A-1180 OR
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APPROVED EQUAL
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(MARKED "SEWER")
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NOTES:
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1. USE DROP MANHOLE ONLY WHEN
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DROP EXCEEDS 2'-0"
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2. FOR CONSTRUCTION DIMENSION OF DROP
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MANHOLE, SEE JUNCTION MANHOLE OR
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LINE MANHOLE DETAIL THIS SHEET.
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3. ALL PIPE FOR DROP MANHOLE TO BE
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FLANGED DUCTILE IRON PIPE, OR ALTERNATE
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SCH. 40 PVC.
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MIN.
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12"
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10"
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MIN.
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4' DIA. MANHOLE (8" & 10" MAINS)
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5' DIA. MANHOLE (24" & LARGER MAINS)
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6"
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MAX.
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11"
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6"
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5' DIA. MANHOLE
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DROP MANHOLE
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LINE MANHOLE
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JUNCTION MANHOLE
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TYPICAL D.I. PIPE TO PVC PIPE CONNECTION
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TYPICAL D.I. PIPE TO CONCRETE PIPE CONNECTION
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PLAN
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PLAN
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4' DIAMETER MANHOLE
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(5' DIAMETER FOR
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24" PIPES AND
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LARGER)
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6" MAX. FOR CONC. PIPE (TYP. IN & OUT)
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12"
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MIN.
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10"
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MIN.
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RAISE ALL MANHOLES TO FINISH
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GRADE WHEN IN PAVED STREETS
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WITH A CONCRETE COLLAR.
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COLLAR TO BE HELD DOWN 1/2"
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BELOW TOP OF NEW ASPHALT.
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RAISE ALL MANHOLES TO FINISH
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GRADE WHEN IN PAVED STREETS
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WITH A CONCRETE COLLAR.
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COLLAR TO BE HELD DOWN 1/2"
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BELOW TOP OF NEW ASPHALT.
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MIN.
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12"
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10"
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MIN.
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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SANITARY SEWER MANHOLE DETAILS
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11
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21
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N.T.S.
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KLJ
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EDH
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CLB
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FEBRUARY 2010
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1
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NOV.09
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CLB
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MOVED TO SHEET 11, ADDED CONCRETE COLLAR
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8"
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TYPE I DOUBLE GRATING
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TYPE II SINGLE GRATING
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BACK OF CURB
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WARPED GUTTER
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FLOW
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A
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A
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FLOW
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WARPED GUTTER
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TYPE "A" OR "B" GRATE & FRAME, SEE SHEET 12.
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B
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B
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CATCH BASIN SCHEDULE
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TYPE
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GRATES
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RUNOFF COLLECTION
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I
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DOUBLE
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ONE DIRECTION
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II
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SINGLE
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ONE DIRECTION
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III
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DOUBLE
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TWO DIRECTIONS
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IV
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SINGLE
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TWO DIRECTIONS
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V
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SINGLE
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WITHOUT CURB & GUTTER
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NOTE:
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ALL BOXES TO BE DOUBLE FORMED AND
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ARE TO BE INSPECTED BY THE CITY
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PRIOR TO PLACING CONCRETE.
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LIP OF GUTTER
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FLOWLINE
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RETURN TO
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STANDARD CURB & GUTTER
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STANDARD CURB & GUTTER
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RETURN TO
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LIP OF GUTTER
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FLOWLINE
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NOTE:
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GRATE & FRAME MAY BE INCLINED TO INCREASE
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DRAINAGE COLLECTION AS DIRECTED BY THE CITY ENGINEER.
CONC. BOND BEAM W/ 2 #4 BAR CONTINUOUS (TYP) @ 48" O.C.
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2% SLOPE
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4" CONC. SIDEWALK
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4" ROAD BASE
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FLOWABLE FILL TO BE UTILIZED TO BACKFILL WALL ADJACENT TO EXIST. IMPROVEMENTS. WHERE UNDERMINING OF STRUCTURES OCCURS, COMPLY WITH STRUCTURAL FILL REQUIREMENTS.
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PRECAST CONC. DOMED CAP
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3' MIN. LENGTH CMU CAP BLOCK W/ RADIUS TOP & FULL MORTAR BED
BACKFILL IS NOT TO EXCEED 12" ABOVE FOUNDATION UNLESS WALL IS TO BE DESIGNED AS A RETAINING SYSTEM AND PLANS ARE SUBMITTED TO AND APPROVED BY THE CITY ENGINEER.
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12" WIDE CONC. MOW STRIP (SEE NOTE 14)
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GENERAL NOTE 8
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GENERAL NOTES 1.CONTROL JOINTS 50' MAX. SPACING AT PILASTERS CONTROL JOINTS 50' MAX. SPACING AT PILASTERS 2.EXPANSION JOINTS AT 150' TO 200' INTERVALS, TERMINATE HORIZONTAL EXPANSION JOINTS AT 150' TO 200' INTERVALS, TERMINATE HORIZONTAL REINFORCEMENT WITH STANDARD HOOK IN ADJACENT REINFORCED VERTICAL CELLS. 3.ALL WALLS MUST MEET OR EXCEED AN 80 MPH WIND LOAD DESIGN. ALL WALLS MUST MEET OR EXCEED AN 80 MPH WIND LOAD DESIGN. 4.STEP FOOTING AND WALL AT PILASTERS ONLY. STEP FOOTING AND WALL AT PILASTERS ONLY. 5.USE TYPE "S" MORTAR ONLY. USE TYPE "S" MORTAR ONLY. 6.CENTRALLY BATCH GROUT. CENTRALLY BATCH GROUT. 7.COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE AND STANDARDS. COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE AND STANDARDS. 8.PLACE FOOTING ON UNDISTURBED SOILS OR FILL COMPACTED TO 96% MAXIMUM PLACE FOOTING ON UNDISTURBED SOILS OR FILL COMPACTED TO 96% MAXIMUM DRY DENSITY (ASTM D698). 9.USE TYPE I MOISTURE CONTROLLED CMU'S AND SINGLE 16"x16" PILASTER BLOCKS. USE TYPE I MOISTURE CONTROLLED CMU'S AND SINGLE 16"x16" PILASTER BLOCKS. 10.RUNNING BOND JOINT PATTERN ONLY. RUNNING BOND JOINT PATTERN ONLY. 11.UTILIZE BACKER ROD AND UDOT APPROVED EPOXY SEALER AT CONTROL JOINTS. UTILIZE BACKER ROD AND UDOT APPROVED EPOXY SEALER AT CONTROL JOINTS. 12.MINIMUM WALL HEIGHT SHALL BE 6'-0" AT ANY LOCATION AS MEASURED FROM MINIMUM WALL HEIGHT SHALL BE 6'-0" AT ANY LOCATION AS MEASURED FROM FINISHED GRADE OR TOP OF SIDEWALK. 13.APPLY ANTI-GRAFFITTI COATING WHEN REQUIRED BY TREMONTON CITY. APPLY ANTI-GRAFFITTI COATING WHEN REQUIRED BY TREMONTON CITY. 14.CONCRETE MOW STRIPS SHALL BE REQUIRED ON SIDE FACING STREET WHERE CONCRETE MOW STRIPS SHALL BE REQUIRED ON SIDE FACING STREET WHERE ADJACENT LANDSCAPING IS GRASS.
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FOOTING NOTES 1.30" MIN. FROST PROTECTION FROM FINISH GRADE TO 30" MIN. FROST PROTECTION FROM FINISH GRADE TO BOTTOM OF FOOTING. 2.3 - #4 BARS CONTINUOUS REINFORCING STEEL. 3 - #4 BARS CONTINUOUS REINFORCING STEEL. 3.30 BAR DIAMETER MINIMUM LAP SPLICES.30 BAR DIAMETER MINIMUM LAP SPLICES.
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PILASTER NOTES 1.4 - #5 VERTICAL BARS DOWELED TO THE FOOTING.4 - #5 VERTICAL BARS DOWELED TO THE FOOTING.
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REINFORCING STEEL NOTES 1.REINFORCING STEEL SHALL BE 60 GRADE. REINFORCING STEEL SHALL BE 60 GRADE. 2.STAGGER HORIZONTAL BAR LAP SPLICE LOCATIONS. STAGGER HORIZONTAL BAR LAP SPLICE LOCATIONS. 3.TERMINATE ALL REINFORCING STEEL WITH STANDARD HOOKS. TERMINATE ALL REINFORCING STEEL WITH STANDARD HOOKS. 4.ALTERNATE STANDARD HOOKS IN FOOTING. ALTERNATE STANDARD HOOKS IN FOOTING. 5.MAINTAIN CONTINUOUS HORIZONTAL REINFORCING THROUGH MAINTAIN CONTINUOUS HORIZONTAL REINFORCING THROUGH CONTROL JOINTS. 6.MINIM WALL REINFORCING STEEL SHALL BE: MINIM WALL REINFORCING STEEL SHALL BE: VERT. - 1 #5 BARS @ 32" O.C. HORIZ. - 2 #4 BARS CONTINUOUS IN BOND BEAMS. 7.LAP SPLICE 48 BAR DIAMETERS IN WALLS. LAP SPLICE 48 BAR DIAMETERS IN WALLS. 8.SECURE ALL REINFORCING STEEL FORM DISPLACEMENT PRIOR SECURE ALL REINFORCING STEEL FORM DISPLACEMENT PRIOR TO CONC. PLACEMENT.
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FOUNDATION NOTES 1.#5 VERTICAL BARS @ 32" O.C. WITH STANDARD HOOK#5 VERTICAL BARS @ 32" O.C. WITH STANDARD HOOK
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PROJECT ENGINEER
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DATE
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APPR.
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DATE
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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MASONRY WALL DETAILS
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15A
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21
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NA
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BEB
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BEB
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CLB
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ALLOW " ON EACH SIDE 34" ON EACH SIDE OF GATE FOR HARDWARE
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ALLOW 2" UNDER GATE RAIL FOR CLEARANCE
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12" REBAR
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REBAR SEPARATOR CLIP
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TYPICAL 8' PRIVACY FENCE
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CORNER POST DETAIL
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TYPICAL 6' PRIVACY FENCE
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TYPICAL GATE
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INTERNAL STEEL FRAME GATE
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1 "x5 "12"x5 "12"
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2"x8"
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2-1 "x5 " 12"x5 " 12" RAILS
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GROUND
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GROUND
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2"x6 "12"
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2"x6 "12"
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CONCRETE AROUND POST
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FILL CORNER POST W/CONCRETE & 2-#4 REBAR
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FILL POST W/CONCRETE
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CONCRETE AROUND POST
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TYPICAL INSTALLATION DETAIL
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1"x8" OR 1"x6" T&G PLANKS OR SLATS
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2"x6 " OR 2"x8" RAIL 12" OR 2"x8" RAIL (SLIDE INTO POST 1 ")12")
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2"x6 " OR 2"x8" RAIL 12" OR 2"x8" RAIL (SLIDE INTO POST 1 ")12")
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2"x6 " OR 2"x8" 12" OR 2"x8" HOLE FOR RAIL IN POST LOCATE AS SHOWN
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5"x5" POST
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2"x 6 " OR 2"x8" 12" OR 2"x8" HOLE FOR RAIL IN POST LOCATE AS SHOWN
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POST CAP - GLUE TO POST
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FILL W/CONCRETE TO 2' ABOVE GROUND. INSTALL 2-#4 REBAR
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2"x8"
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PROJECT ENGINEER
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DATE
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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VINYL FENCE DETAILS
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15B
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21
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NA
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BEB
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BEB
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CLB
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1 "x1" GALV. TEE12"x1" GALV. TEE
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1" "MUELLER" OR "FORD B11 BALL CURB STOP W/PLUG (TYP)
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C&G
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C&G
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SIDEWALK
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TYPICAL PLAN VIEW
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SIDEWALK
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1" GALV. NIPPLE
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ROMAC 202 N TAPPING SADDLE W/MULLER H-15428 OR FORD C86 (MIPxCOMPRESSION FITTINGS)
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1 " POLY (200 PSI) (CTS)12" POLY (200 PSI) (CTS)
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LOT LINE
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MAIN LINE - PVC C-900 (DR-18) RECLAIMED WATER PIPE (PURPLE PIGMENT)
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TYPICAL CROSS SECTION
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12"X18" IRRIGATION CONTROL VALVE BOX
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DRAINAGE SWALE
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CITY ROAD ACCESS
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SAND, GRAVEL, OR EARTH CONTAINING NO LUMPS, ORGANIC MATERIAL, OR ROCKS LARGER THAN 2" IN ANY DIRECTION. HAND OR MECHANICAL COMPACTION REQUIRED.
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ROADWAY
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ROADSIDE DRAINAGE SWALE
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FROM DRIVEWAY (TYP)
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2:1 SLOPE AWAY
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DRIVEWAY CULVERT DETAIL
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15" R.C.P. CULVERT PLACED IN FLOWLINE OF DRAINAGE SWALE
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15" R.C.P. (MIN.) MAY BE LARGER WHERE DIRECTED BY THE CITY
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4"-6" GRANULAR COBBLE OVER EXPOSED FILL MATERIAL OR DISTURBED SWALE
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PROJECT ENGINEER
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DATE
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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SECONDARY WATER & DRIVEWAY CULVERT DETAIL
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16
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21
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NA
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KLJ
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EDH
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CLB
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FEBRUARY 2010
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1
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NOV.09
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CLB
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MOVED TO SHEET 16
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BACKFILL WITH: CLEAN EXIST SOIL 34 CLEAN EXIST SOIL & ORGANIC MATERIAL APPROVED 14 ORGANIC MATERIAL APPROVED BY THE CITY
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TREE TRUNK
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2"x2" WOOD POST OR METAL T-POST
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WIDE NYLON WEBBING OR CANVAS STRAPPING
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PREVAILING WIND
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SECTION
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TREE GRATE DETAIL
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PLAN VIEW
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D&L SUPPLY #O-8644 TREE GRATE ASS'Y W/FRAME, COLOR TO BE APPROVED BY CITY PRIOR TO INSTALLATION
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CURB & GUTTER
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4" CONCRETE SIDEWALK
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SEE TREE GRATE DETAIL
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4" ROAD BASE
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4" ROAD BASE
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4" THICK CONC. PAVING
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"RAINBIRD" #1802 5H-B W/PCS-040 OR APPROVED EQUAL
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3" IRRIGATION CONDUIT W/IRRIGATION LINE 18" DEEP
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AT PLANTING PRUNE ONLY CROSSING LIMBS, CO-DOMINANT LEADERS, BROKEN OR DEAD BRANCHES, AND ANY BRANCHES THAT POSE A HAZARD TO PEDESTRIANS. REMOVE ALL BAILING ROPES, TAGS, AND LABELS
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REMOVE BURLAP, WIRE, OR PLANTING BASKET FROM ROOT BALL. WHEN NECESSARY CUT AND SPREAD OUT CIRCLING ROOTS TO PREVENT GIRDLING
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UNDISTURBED SOIL
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STAKING DETAILS
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WATER THOROUGHLY TWICE WITHIN THE FIRST 48 HOURS
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REMOVE ALL GRASS WITHIN 4' AROUND TRUNK & APPLY 3" THICK SHREDDED MULCH OR BARK MATERIAL (KEEP MATERIAL AWAY FROM TRUNK)
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SMALL TREE STAKING (<2" CAL.)
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ROUGHEN THE EDGES OF THE PLANTING HOLE
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SET TOP OF ROOT COLLAR 2" ABOVE ADJACENT CURB & SIDEWALK GRADE
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TIES FASTENED LOOSELY AROUND TREE (TREE SHOULD BE ABLE TO SWAY)
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STAKING OPTIONAL UNLESS REQUIRED BY THE CITY INSPECTOR. STAKES OR GUYS ARE TO BE INSTALLED USING ACCEPTED ARBORICULTURE PRACTICE.
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4" CONCRETE SIDEWALK
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CURB & GUTTER
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DRIVE POSTS AT ROOT BALL EDGE (FAR ENOUGH FROM TREE SO THAT BRANCHES DO NOT TOUCH STAKES)
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DRIVE POSTS 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOT BALL
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4" ROAD BASE
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USE HOSE OR CLOTH PROTECTOR AROUND TRUNK WHEN STAKING
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NOTE: REMOVE STAKING ONCE TREE ROOTS ARE ESTABLISHED
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TREES IN PARKSTRIP & PLANTING DETAIL
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TREES IN CONCRETE AREAS
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MEDIUM TREES
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LARGE TREES
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SIZE
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SMALL TREES
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PLANTING CHART
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25 FEET TO 40 FEET
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OVER 40 FEET
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MATURE HEIGHT
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LESS THAN 25 FEET
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3 FEET MINIMUM DISTANCE
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4 FEET MINIMUM DISTANCE
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CURB/SIDEWALK
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2 FEET MINIMUM DISTANCE
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30 FEET FROM STREET CORNER & 10 FEET FROM ANY FIRE HYDRANT
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STREET CORNER/FH
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10 LATERAL FEET OF ANY OVERHEAD UTILITY WIRE & 5 LATERAL FEET OF ANY UNDERGROUND UTILITY LINE
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POWER/UTILITY DISTANCE
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--
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CITY APPROVED DECIDUOUS TREE: 2"-2 " CALIPER 12" CALIPER (TRUNK DIAMETER MEASURED 48" FROM GROUND SURFACE)
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NOTES: 1.ALL PLANTED TREES TO BE SPACED IN ACCORDANCE WITH THE SPECIES CHARACTERISTICS SUCH THAT THE TREES' ALL PLANTED TREES TO BE SPACED IN ACCORDANCE WITH THE SPECIES CHARACTERISTICS SUCH THAT THE TREES' CROWNS AT MATURITY WILL NOT OVERLAP WITH ANOTHER TREE NOR TOUCH OR OVERHANG A BUILDING. 2.FOR ADDITIONAL HELP WITH TREE SELECTION VISIT WWW.TREEBROWSER.ORG FOR FURTHER INFORMATION ON NATIVE AND FOR ADDITIONAL HELP WITH TREE SELECTION VISIT WWW.TREEBROWSER.ORG FOR FURTHER INFORMATION ON NATIVE AND WWW.TREEBROWSER.ORG FOR FURTHER INFORMATION ON NATIVE AND FOR FURTHER INFORMATION ON NATIVE AND INTRODUCED TREES GROWING IN UTAH AND THE INTERMOUNTAIN WEST.
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4" ROAD BASE
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CURB & GUTTER
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4" THICK CONC. PAVING
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34" CHAMFERED CORNER (TYP.)
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#4 REBAR-CONTINUOUS
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4" CONCRETE SIDEWALK
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4" ROAD BASE
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3" IRRIGATION CONDUIT W/IRRIGATION LINE DIVERTED TO RUN INSIDE OF PLANTER
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EXPANSION JOINT CONTINUOUS
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CITY APPROVED DECIDUOUS TREE: 2"-2 " CALIPER 12" CALIPER (TRUNK DIAMETER MEASURED 48" FROM GROUND SURFACE)
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"RAINBIRD" #1812-15SST W/PCS-060 SPRAY HEAD (#1812 8Q-FLT ON ENDS) OR APPROVED EQUAL
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TREES IN PLANTER BOXES
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CITY APPROVED DECIDUOUS TREE: 2"-2 " CALIPER 12" CALIPER (TRUNK DIAMETER MEASURED 48" FROM GROUND SURFACE)
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TREE TRUNK
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GUY WIRE
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STAKE
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TREE STAKING (>2" CAL.)
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SIDEWALK
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CURB & GUTTER
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SEE SMALL TREE STAKING DETAIL ABOVE (<2" CAL.)
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SEE TREE STAKING DETAIL ABOVE (>2" CAL.)
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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TREE DETAILS
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17
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21
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NA
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BEB
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BEB
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CLB
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VALVE MARKER CAP
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CLASS 200 PVC SLEEVE (SIZE AND LENGTH AS REQUIRED) NOTCH OVER VALVE FOR STABILITY
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1" BRASS BALL VALVE
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ELBOW TURNED DOWN
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MANUAL DRAIN VALVE
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1x6" GALVANIZED STEEL NIPPLE
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1½" SCH. 40 P.V.C.
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FINISH GRADE
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GRAVEL SUMP-2" DRAIN ROCK, 4 CF MIN.
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1800 SERIES HEAD CONNECTION DETAIL
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%%UPLAN VIEW
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1/2" SPIRAL BARB ELBOW
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1/2" POLYETHYLENE
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FLEXIBLE PIPE
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%%UELEVATION
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P.V.C. Sch. 40
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LATERAL LINE
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1/2" SPIRALBARB ELBOW
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4" POP-UP SPRINKLER
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"RAINBIRD" 1800 SERIES
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W/1/2" THREADED TEE
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OR "ELL" FITTING
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P.V.C. SCH 40 "TEE"
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1/2" POLYETHYLENE
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FLEXIBLE PIPE
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FINISH GRADE
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4" LAYER TOPSOIL
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ROTOR HEAD CONNECTION DETAIL
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NOTE "A"
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NOTE "A"
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A
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SPRINKLER TRENCH DETAIL
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SETTLE ALL TRENCHES W/ WATER PRIOR TO
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LOCATE ALL TRENCHES 12" AWAY FROM BUILDINGS,
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FINE GRADING AND RAKING OF TOPSOIL.
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SIDEWALKS, OR ANY HARD SURFACE.
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SAND NOTE "C"
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LOCATED HERE
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ELECTRIC WIRES
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SAND NOTE "B"
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LATERAL
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LINE
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MAIN LINE
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C
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LINE
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SAND NOTE "C"
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LATERAL
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FINISH GRADE
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BACKFILL
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4" NATIVE TOPSOIL
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BACKFILL
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A
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NOTES:
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GEN. NOTE:
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SUBGRADE
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C
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B
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A
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COMPACTED
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C
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B
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4" IMPORTED TOPSOIL
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BE SIDE BY SIDE WITH A MINIMUM DISTANCE OF 6" APART.
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MAIN LINES RUNNING IN SAME TRENCH SHOULD
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CONTROL VALVE STATION
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%%UPLAN VIEW
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FINISH GRADE
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%%UELEVATION
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LATERAL LINE
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P.V.C. SCH. 40
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"RAINBIRD" FALCON
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ROTOR SPRINKLER
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P.V.C. SCH 40 "TEE"
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OR "ELL" FITTING
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4" LAYER TOPSOIL (IMPORTED)
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1" SWING JOINT
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1" SWING JOINT ("FALCON",
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(LENGTH AS REQUIRED)
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FINISH GRADE
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VALVE BOX WITH COVER
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BATTERY OPERATED VALVE:
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RAIN BIRD PESB SERIES
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PVC SCH 80 NIPPLE
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WATER PROOF CONNECTION
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PVC SCH 40 MALE ADAPTER
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PVC SCH 80 NIPPLE
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TEE ON MAIN SUPPLY LINE
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12.0-INCH MINIMUM DEPTH OF
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3/4-INCH WASHED GRAVEL
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MANUAL BRASS BALL VALVE
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BRICK (1 OF 4)
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3" MIN.
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ID TAG
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(1 OF 2)
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BUNDLE AND TAPE
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AT 10' INTERVALS
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WIRE W/O CONDUIT
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HAVE BEEN MADE.
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OR GREATER. UNTIE
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OF DIRECTION OF 30%%D
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AFTER ALL CONNECTIONS
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ALL WIRING AT CHANGES
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TIE A 24-INCH LOOP IN
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SIZE TO MATCH CONTROLLER VALVE
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30" LINEAR LENGTH OF WIRE, COILED
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SINGLE LUG QUICK COUPLING VALVE W/STANDARD COVER & LOCK
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P.V.C. SCH. 40 LATERAL LINE
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PVC OR STEEL MAIN LINE
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USE EXCAVATED TRENCH MATERIAL NOT TO EXCEED 2" DIA, ROCKS. IN CASES WHERE LATERAL LINE IS INSTALLED IN MAINLINE TRENCH, USE SAND TO BACKFILL TRENCH SO THAT LATERAL LINE IS 14" BELOW FINISH GRADE & COVERED W/ SAND. USE SAND TO PROVIDE A 2" BED AND COVER ALL P.V.C. PIPES AND ELECTRICAL WIRES. IN CASES WHEN NATIVE MATERIAL IS NOT ACCEPTABLE AS BACKFILL.
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A
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MAIN LINE
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C
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CONDUIT
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ELECTRICAL
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A
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C
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B
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ELECTRIC WIRES LOCATED HERE PLACE IN P.V.C. CONDUIT
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LINE
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LATERAL
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"SPEARS" OR APPROVED EQUAL)
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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SPRINKLER DETAILS
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18
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21
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NA
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BEB
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BEB
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CLB
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CRUSHED STONE GRADATION TABLE
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SIEVE
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100%
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3/8"
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65%
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50%
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% PASSING
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1/4"
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3/16"
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35%
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25%
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1/8"
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1/16"
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TRAIL NOTES: 1.TRAILS SHOULD BE DESIGNED AND CONSTRUCTED AT GRADES TRAILS SHOULD BE DESIGNED AND CONSTRUCTED AT GRADES LESS THAN 8% GRADE TO PROMOTE ACCESSIBLE USE. 2.GRADE AVERAGES OF LESS THAN 6% WILL PROVIDE THE GRADE AVERAGES OF LESS THAN 6% WILL PROVIDE THE MOST USER FRIENDLY EXPERIENCE AND ARE PREFERRED. 3.CRUSHED STONE SURFACE SHOULD BE MADE FROM CRUSHER CRUSHED STONE SURFACE SHOULD BE MADE FROM CRUSHER FINES CRUSHED INTO IRREGULAR ANGULAR PARTICLES. 4.WHERE POSSIBLE A SLIGHT MEANDERING ALIGNMENT SHOULD BE USED. WHERE POSSIBLE A SLIGHT MEANDERING ALIGNMENT SHOULD BE USED. 5.WHERE REQUIRED BENCHES SHOULD BE SPACED APPROXIMATELY EVERY MILEWHERE REQUIRED BENCHES SHOULD BE SPACED APPROXIMATELY EVERY MILE14 MILE
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6" THICK CRUSHED STONE. 90% COMPACTION
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INSTALL GRANULAR SOIL STERILANT OVER SUBGRADE
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REMOVE AND DISPOSE OF 6" THICK SECTION OF EXISTING SOIL
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COMPACT SUBGRADE TO 95% OF AASHTO T-180
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2%%%
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%%U9' CRUSHED STONE TRAIL CROSS SECTION
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INSTALL GEOTEXTILE WEED BARRIER ON SUBBASE (TYPAR #3301 OR EQUIVALENT)
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6" THICK BASE COURSE. COMPACT TO 95% OF AASHTO T-180. (GRADATION IS ROAD BASE SPEC.)
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3" THICK BITUMINOUS SURFACE COURSE
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INSTALL GRANULAR SOIL STERILANT OVER SUBGRADE
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REMOVE AND DISPOSE OF 7" THICK SECTION OF EXISTING SOIL
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COMPACT SUBGRADE TO 95% OF AASHTO T-180
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2%%%
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%%U8' ASPHALT TRAIL CROSS SECTION
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FINISH GRADE
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INSTALL GEOTEXTILE WEED BARRIER ON SUBBASE (TYPAR #3301 OR EQUIVALENT)
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FINISH GRADE
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SHOULDER 4" THICK TOPSOIL TO PAVED SURFACE. REVEGETATE ALL DISTURBED AREAS TO THE SATISFACTION OF THE OWNER.
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4" THICK CONCRETE SURFACE
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2%%%
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INSTALL GRANULAR SOIL STERILANT OVER SUBGRADE
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REMOVE AND DISPOSE OF 5" THICK SECTION OF EXISTING SOIL
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COMPACT SUBGRADE TO 95% OF AASHTO T-180
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%%U8' CONCRETE TRAIL CROSS SECTION
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4" THICK BASE COURSE. COMPACT TO 95% OF AASHTO T-180. (GRADATION IS ROAD BASE SPEC.)
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INSTALL GEOTEXTILE WEED BARRIER ON SUBBASE (TYPAR #3301 OR EQUIVALENT)
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FINISH GRADE
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SHOULDER 4" THICK TOPSOIL TO CONC. SURFACE. REVEGETATE ALL DISTURBED AREAS TO THE SATISFACTION OF THE OWNER.
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%%UBENCH PLAN
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%%UBENCH ELEVATION
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6' LONG METAL BENCH W/ PLASTIC COATED FINISH. COLOR AS DETERMINED BY CITY
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2- " METAL POST 38" METAL POST
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8'X5'X4" CONCRETE PAD
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UNDISTURBED OR COMPACTED SUBGRADE
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FINISHED GRADE
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4" THICK COMPACTED CRUSHED ROCK
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8"X8"X15" DEPTH CONCRETE FOOTING
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1% SLOPE
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6' LONG METAL BENCH W/ PLASTIC COATED FINISH. COLOR AS DETERMINED BY CITY
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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TRAIL DETAILS
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19
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21
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NA
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BEB
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BEB
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CLB
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%%UATTENTION
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DEVELOPER/CONTRACTOR SHALL NOTIFY THE ROCKY MOUNTAIN POWER OFFICE PRIOR TO LIGHTING INSTALLATION TO ARRANGE FOR POWER TO BE PROVIDED ON SITE, AS WELL AS APPROVAL OF LIGHTING UNIT LOCATIONS AND APPROVAL OF ACTUAL COMPONENT SELECTION. ALL FINAL WORK AND MATERIAL TO BE APPROVED BY THE CITY AND THE CITY ENGINEER.
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CITY OWNED LIGHT POLE SPECIFICATIONS
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0°
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90°
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270°
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180°
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CITY OWNED LIGHT POLE
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10" OPENING
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HANDHOLE LOCATION
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19" BASE
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ANCHORAGE DETAIL
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14" BOLTCIRCLE
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MRA 19" 34" HOT DIP GALVANIZED L-TYPE ANCHOR BOLTS (4 PER POST)
INSTALL (2) MIN. QUANTITY 1" PVC SCH 40CONDUIT WITH 24" COVER AND SAND BEDDING.
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STREET LIGHT LOCATION NOTES: : STREET LIGHTS ARE TO BE PLACED EVERY 300' ALTERNATING SIDES OF THE STREET AND AT ALL INTERSECTIONS. STREET LIGHTS POLES SHALL BE LOCATED AT ROADWAY INTERSECTIONS (NEAR FIRE HYDRANTS WHERE POSSIBLE) AND AT OTHER REQUIRED LOCATIONS PER CITY STANDARDS.
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BASES SHALL BE TROWELED AND RUBBED TO SMOOTH TEXTURE
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CHAMFER EDGE (TYP)
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UNDISTURBED EARTH OR 95% COMPACTION AROUND CONCRETE BASE
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FINISH GRADE
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ANCHOR BOLTS
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CONCRETE BASE
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GROUNDING NOTE: : POLE TO BE GROUNDED TO BOTTOM HOOP OF POLE CAGE WITH #6 SOLID Cu WIRE. USE CHAIR LUG ON GROUND STUD LOCATED IN HANDHOLE OF POLE. USE UFER RATED GROUND CLAMP ON BOTTOM HOOP OF CAGE.
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(5) #4 REBAR WITH #2 TIES
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HOOPS #4 REBAR ONE PER FOOT
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POST DESCRIPTION THE LIGHTING POST SHALL BE ALL ALUMINUM, ONE-PIECE CONSTRUCTION, WITH A CLASSIC TAPERED AND FLUTED BASE DESIGN. MATERIALS THE BASE SHALL BE HEAVY WALL, CAST ALUMINUM PRODUCED FROM CERTIFIED ASTM 356.1 INGOT PER ASTM B-179-95A OR ASTM B26-95. THE SHAFT SHALL BE EXTRUDED FROM ALUMINUM, ASTM 6061 ALLOY, HEAT TREATED TO A T6 TEMPER. ALL HARDWARE SHALL BE TAMPER RESISTANT STAINLESS STEEL. ANCHOR BOLTS TO BE COMPLETELY HOT DIP GALVANIZED. CONSTRUCTION THE SHAFT SHALL BE DOUBLE WELDED TO THE BASE CASTING AND SHIPPED AS ONE PIECE FOR MAXIMUM STRUCTURAL INTEGRITY. THE SHAFT SHALL BE WELDED INSIDE THE BASE CASTING AT THE TOP OF THE ACCESS DOOR, AND EXTERNALLY WHERE THE SHAFT EXITS THE BASE. ALL WELDING SHALL BE ANSI/AWS FINISH THE ENTIRE ASSEMBLY SHALL BE ANODIZED AND THEN RECEIVE A STANDARD BLACK HOLOPHANE POWDER COAT FINISH OVER THE ANODIZED MATERIAL. DIMENSIONS THE POST SHALL BE 14'-0" IN HEIGHT WITH A 19" DIAMETER BASE. THE SHAFT DIAMETER SHALL BE 4". AT THE TOP OF THE POST, AN INTEGRAL 3" O.D. x 3" TALL TENON WITH A TRANSITIONAL DONUT SHALL BE PROVIDED FOR LUMINAIRE MOUNTING. A HAND HOLE SHALL BE PROVIDED FOR ACCESS. DELIVERY/INSTALLATION THE POLE WITH ITS BASE AND GLOBE SHALL BE ALL ONE COMPLETE UNIT WHEN DELIVERED ON-SITE. THE POST SHALL BE PROVIDED WITH FOUR, HOT DIP GALVANIZED L-TYPE ANCHOR BOLTS TO BE INSTALLED ON A 14" DIAMETER BOLT CIRCLE. A DOOR SHALL BE PROVIDED IN THE BASE FOR ANCHORAGE AND WIRING ACCESS. A GROUNDING SCREW SHALL BE PROVIDED INSIDE THE BASE OPPOSITE THE DOOR. LUMINAIRE - "ANTIQUE STREET LAMPS" RG LED SERIES - CURVED METAL TOP ACORN STYLED LUMINAIRE - INJECTION MOLDED, REFRACTIVE, CLEAR ACRYLIC OR POLYCARBONATE BASE - BLACK POWDER COAT FINISH - 3" O.D. x 3" TALL TENON REQUIRED FOR MOUNTING - STAINLESS STEEL HARDWARE - FINIAL: AS SPECIFIED BY THE CITY - WATTAGE: EQUAL TO 150 WATT - VOLTS: 208, 240, 277 VOLT - PHOTO CELL CONTROLLED
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GENERAL NOTE: : IN THE EVENT THAT ANY SPECIFIED PART IS NO LONGER AVAILABLE, THE PUBLIC WORKS DIRECTOR SHALL DETERMINE/APPROVE A NEW PART THAT BEST MATCHES AS A SUBSTITUTE.
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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CONSULTING ENGINEERS
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1716 East 5600 South
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South Ogden, Utah 84403 (801) 476-9767
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TREMONTON CITY CORPORATION
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PUBLIC WORKS STANDARDS
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CITY OWNED STREET LIGHT DETAILS
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20
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21
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NA
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BEB
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BEB
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CLB
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PROPERTY LINE
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POWER CONDUIT LOCATION (PER UP&L SPECS)
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PLACE COMMUNICATION CONDUITS WITHIN 24" AREA
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10' UTILITY EASEMENT LINE
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COMMUNICATIONS CONDUITS (PRIVATE OWNERSHIP)
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ELECTRICAL POWER LINE
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FIBER OPTIC CONDUIT / LINES
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COMMUNICATIONS LINE(S)
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PROPERTY LINE
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ELECTRICAL TRANSFORMER
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CONDUIT PACKAGE (SIZE AND NUMBER OF CONDUITS TO BE DETERMINED BY UTOPIA)
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12 AWG COPPER TRACER WIRE REQ'D
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COMPACTED OR WATER CONSOLIDATED BACKFILL
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CONDUIT BENDS
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CORRECT
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NOT CORRECT
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TRENCH
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TRENCH
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DEFLECTION NOT TO EXCEED 10:1 RATIO
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HDPE SDR-11 CONDUIT
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ACCESS POINT
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ACCESS POINT
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HDPE SDR-11 CONDUIT
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HH-1 FIBER OPTIC SERVICE BOX
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15"
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21"
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15"
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BASE OUTER DIMENSIONS: 20" X 26" LOAD: STATIC, 2,500 LBS
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13 "14"
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19 "58"
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1 "34"
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LOGO IMPRINTED "UTOPIA"
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LIFT PIN
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HDPE "NEWBASIS" BRAND SPLICE/VALVE BOX S1420 WITH COVER ASSEMBLY, INCLUDING STAINLESS STEEL LOCK BOLT (PART NO. SGA142015Y000) OR APPROVED EQUAL AUTHORIZED BY THE CITY)
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TYPICAL FIBER OPTIC LINE LOCATION DETAIL
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TYPICAL NEW UTILITY LOCATION TRENCH SECTION
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TYPICAL FIBER OPTIC TRENCH
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PROPERTY LINE
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10' UTILITY EASEMENT LINE
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PROPERTY LINE
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FIBER OPTIC SERVICE LINE
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HH-1 FIBER OPTIC SERVICE BOX - PLACED NEAR POWER TRANSFORMER
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HH-FP FIBER OPTIC SERVICE BOX
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8 "34"
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8 " 18"
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2 "34"
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6 " 18"
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6 " 18"
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1"
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716" THRU
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LOGO IMPRINTED "UTOPIA"
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6" HDPE "CARSON" BRANDTrussT 708 WITH COVER ASSEMBLY, INCLUDING STAINLESS STEEL LOCK BOLT (OR APPROVED EQUAL AUTHORIZED BY THE CITY)
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6"
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SAND, GRAVEL OR EARTH CONTAINING
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NO LUMPS, ORGANIC MTL. OR ROCKS
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LARGER THAN 2" IN ANY DIRECTION.
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HAND OR MECHANICAL COMPACTION.
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8" ROAD
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BASE (MIN.)
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3" BITUMINOUS SURFACE (MIN)
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GRADE LINE
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SIZE AND NUMBER OF FIBER OPTIC CONDUITS TO BE DETERMINED BY UTOPIA. MINIMUM CONDUIT SIZE SHALL BE 1 " (CITY OWNED)14" (CITY OWNED)
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NATURAL GAS LINE (WITHIN PARK STRIP AREA, INSTALL PER QUESTAR SPECS.
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NATURAL GAS LINE
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CAP ENDS AND MARK WITH METAL TAPE (TYP.)
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CAP ENDS AND MARK JUNCTIONS WITH METAL TAPE (TYP.)
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TYPICAL STREET LAYOUT FOR CONDUIT PLACEMENT
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CONDUIT UNDER ROAD
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CONDUIT UNDER ROAD
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HH-FP BOX
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HH-1 BOX
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SEE TYPICAL FIBER OPTIC LINE LOCATION DETAIL (THIS SHEET)
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GENERAL NOTE: : FIBER OPTIC SERVICE BOXES SHALL NOT BE INSTALLED IN SIDEWALK OR DRIVEWAY AREAS.
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