CONCRETE CURB AND GUTTER

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Pierce Phelps
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2 USE APWA STD. PLAN 205 TYPE A. ADJUST DIMENSIONS FOR A 2% SLOPE. 6" 6" 1'-4" 3" NOTES: 1. FLATTEN GUTTERS AT ADA RAMP LOCATIONS. GUTTERSLOPES MAY BE REDUCED BETWEEN RAMPS AS WELL AS AT CURB RAMPS WHERE MORE THAN ONE RAMP WILL BE CONSTRUCTED AT A CORNER. 1" 2. USE APWA CLASS 3000 CONCRETE OR APPROVED EQUAL OR BETTER. 3. MEASURE CURB HEIGHT FROM THE GUTTER. 4-INCH MIN. UNTREATED BASE COURSE COMPACTION: 96% MOD. PROCTOR 6" 8" HIGH BACK - CURB & GUTTER TRUCK APRON No. 4 5 FEET MAX O.C. PAVEMENT SINGLE CURB - LOW 3" PAVEMENT 4. DO NOT USE SINGLE CURB OR MOUNTABLE CURB AS GUTTERS. 5. THE CITY ENGINEER MAY APPROVE SPECIFIC DESIGNS WHEN VARIATIONS FROM THE STANDARDS ARE NEEDED DUE TO SITE CONDITIONS, UTILITY, OR TOPOGRAPHICAL CONSTRAINTS. ANY VARIANT OF THESE DETAILS MUST BE BASED UPON A DESIGN STAMPED BY A UTAH LICENSED PROFESSIONAL CIVIL ENGINEER. 1'-4" GROUND 10" 7" 10" 8" PAVEMENT 3-INCH MIN. UNTREATED BASE COURSE COMPACTION: 96% MOD. PROCTOR 4-INCH MIN. UNTREATED BASE COURSE 96% MOD. PROCTOR COMPACTION SINGLE CURB MOUNTABLE CURB (MEDIANS & PARKING LOTS ONLY) (ROUNDABOUT ONLY) STANDARD DETAIL TITLE CONCRETE CURB AND GUTTER ST-2

3 TRANSITION WIDTH VARIES (2 FOOT MIN.) SIDEWALK PARK STRIP S=4H:1V MIN DRIVEWAY APPROACH EXPANSION JOINTS (TYP.) S=2% S=10H:1V MAX CONCRETE THICKNESS, T NOTES: 1. CHAMFER ALL CONCRETE EDGE WITH MIN. RADIUS OF 0.5 INCHES. 2. PROVIDE 0.5 INCH EXPANSION JOINT BETWEEN DRVEWAY APRON AND CURB, DRIVEWAY CENTER LINE WHEN THE DRIVEWAY IS WIDER THAN 10 FEET AND SIDEWALK SEGMENTS. EXTEND THE EXPANSION JOINT 1 INCH BELOW THE CONCRETE AND PLACE IT FLUSH WITH THE SURFACE. 3. PLACE 6 INCH UNTREATED BASE(UTBC) UNDER CURB, GUTTER AND SIDEWALK. COMPACT THE UTBC TO 96% MODIFIED PROCTOR. 4. DO NOT EXCEED 15% SLOPE CHANGE FROM THE GUTTER TO THE DRIVEWAY SLOPE. REDUCE DRIVEWAY SLOPE TO MEET REQUIREMENT. 5. SET FRONT EDGE OF SIDEWALK 2% HIGHER THAN TOP OF BACK OF CURB (MIN. 1 INCH). 6. THE CITY ENGINEER MAY APPROVE SPECIFIC DESIGNS WHEN VARIATIONS FROM THE STANDARDS ARE NEEDED DUE TO SITE CONDITIONS, UTILITY, OR TOPOGRAPHICAL CONSTRAINTS. ANY VARIANT OF THESE DETAILS MUST BE BASED UPON A DESIGN STAMPED BY A UTAH LICENSED PROFESSIONAL CIVIL ENGINEER. DRIVEWAY HALF WIDTH, W DRIVEWAY (TYPICAL) 2% FLOWLINE LIP OF GUTTER PATH MATERIAL: ASPHALT THICKNESS: 3-INCHES UTBC: 8-INCH SIDEWALK MATERIAL: CONCRETE THICKNESS: 5-INCHES MIN. UTBC: 6-INCH MIN. DRIVEWAY CONCRETE MINIMUM THICKNESS RESIDENTIAL = 6 INCHES INDUSTRIAL/COMMERCIAL/INSTITUTIONAL =8 INCHES MINIMUM WIDTH = 10 FEET MAXIMUM WIDTH = 30 FEET - UNLESS SHOWN ON AN APPROVED SITE PLAN EXPANSION JOINTS 4" MIN. UNTREATED BASE COURSE DRIVEWAY CROSS SECTION (TYPICAL) STANDARD DETAIL FLARE DRIVEWAY ST-3

6 3' MIN. 1.0' 5.5' STANDARD DETAIL TITLE TYPICAL UTILITY PLACEMENT ST-6B

7 115' to 130' 10.0' 6.0' 8.0' 12.0' 12.0' 14.0' 12.0' 12.0' 8.0' 6.0' 6.0' 80.0' 5.0' 7.5' 8.0' 11.0' 12.0' 11.0' 8.0' 7.5' 5.0' STANDARD DETAIL TITLE TYPICAL STREET CROSS-SECTIONS Part 1 ST-7A

8 66.0' 5.0' 6.5' 8.0' 11.0' 11.0' 8.0' 6.5' 5.0' 55.0' 5.0' 7.5' ' 5.0' 52' 5.0' 6' 1 1 6' 5.0' STANDARD DETAIL TITLE TYPICAL STREET CROSS-SECTIONS Part 2 ST-7B

STANDARD POST CAP ALUMINUM POWDER COATED SATIN BLACK STAINLESS STEEL RIVETS (TYPICAL) Street Name 1700 W 38" x 9" ALUMINUM SIGN W/ SUPER ENGINEERING GRADE (SEG) REFLECTIVE SHEETING 6" STREET NAME

65 WALL) GALVANIZED STEEL POWDER COATED SATIN BLACK 8'-0" MIN FOR STREET NAME SIGNS 7'-0" MIN DECORATIVE SLIP BASE W/ SET SCREWS ALUMINUM POWDER COATED SATIN BLACK NOTES: 1.

INSTALL THE EDGE OF THE SIGN TWO FEET FROM THE VERTICAL EXTENSION OF THE BACK OF CURB AS NEAR AS POSSIBLE TO THE APPROACH CURB POINT OF CURVATURE. SIGNS SHOULD NOT OVERHANG SIDEWALK OR CURB & GUTTER.

10 STANDARD POST CAP ALUMINUM POWDER COATED SATIN BLACK STAINLESS STEEL RIVETS (TYPICAL) Street Name 1700 W 38" x 9" ALUMINUM SIGN W/ SUPER ENGINEERING GRADE (SEG) REFLECTIVE SHEETING 6" STREET NAME LETTERING W/ 3" COORDINATE LETTERING UPPER/LOWER CASE COMBINATION IN HELVETICA NARROW BOLD FONT STREET DESIGNATION TO BE PROVIDED BY CITY STOP U-BOLT SIGN MOUNTING CLAMPS SIGN POST: ROUND 2 3/8" O.D. (0.65 WALL) GALVANIZED STEEL POWDER COATED SATIN BLACK 8'-0" MIN FOR STREET NAME SIGNS 7'-0" MIN DECORATIVE SLIP BASE W/ SET SCREWS ALUMINUM POWDER COATED SATIN BLACK NOTES: 1. SECURE CITY'S APPROVAL OF SIGN FORMAT AND INSTALLATION. V-LOCK MODEL 23VR2 TYPE BREAK-AWAY ANCHOR OR APPROVED EQUAL 2. INSTALL THE EDGE OF THE SIGN TWO FEET FROM THE VERTICAL EXTENSION OF THE BACK OF CURB AS NEAR AS POSSIBLE TO THE APPROACH CURB POINT OF CURVATURE. SIGNS SHOULD NOT OVERHANG SIDEWALK OR CURB & GUTTER. 3. ALL TRAFFIC SIGNS (STOP, SPEED, ETC.) SHALL BE 7' MINIMUM FROM GROUND TO BOTTOM OF SIGN AND SHALL CONFORM TO THE REQUIREMENTS OF THE "UTAH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." 4. POSTS SHALL BE MANUFACTURED FROM ASTM A-513 STEEL - 55,000 p.s.i. MIN YIELD AND 70,000 p.s.i. MIN TENSILE STRENGTH. 5. PUBLIC ROADS SHALL BE SIGNED IN GREEN, AND PRIVATELY OWNED AND MAINTAINED ROADS IN BLUE. 6. USE PROPER ABBREVIATIONS FOR STREET NAMES PER SALT LAKE COUNTY ADDRESSING STANDARDS SECTION 3 "STANDARDIZATION." STANDARD DETAIL TITLE SIGN POST ST-9

Entellus 75 NORTH STREET MERRILL SHERIFF CONSTRUCTION. 181 North 200 West, Suite #4. Bountiful, UT Phone

Entellus 75 NORTH STREET MERRILL SHERIFF CONSTRUCTION. 181 North 200 West, Suite #4. Bountiful, UT Phone Entllus DUMPSTER PAD AND REPLACE WITH NEW BETWEEN THESE TWO POINTS SAWCUT ALONG DEMO LINE REMOVE PARKING SPOTS CURB, GUTTER, ASPHALT AND LANDSCAPING, WITHIN HATCHED AREA FOR NEW ADDITION CURB & GUTTER