6" PAVEMENT AND GUTTER 6" WALK AT ALL 8" PAVEMENT 1 1 QUADRANTS

1 2 CONTRACTION 1 1 JOINTS 1 9 9 3 8

1 PAVED 1 4" WALK PRIVATE 1 4" WALK 4" WALK PRIVATE WALK

15' RAD. MIN. PLAN PROVIDE INTERMEDIATE 9 0.015 FT./FT. ( 3 " PER FT.) TYPICAL JOINT AT SQUARED END 16 7 TOWARD ROADWAY IN , WHEN SIDEWALK IS ADJACENT 1 4" RAD TO CURB AND GUTTER 9 (TYP) DRIVEWAY 8" PAVEMENT COMMERCIAL 36' WIDE MAX. 4"

VARIABLE WIDTH 10 WALK 1 4" WALK SECTION THRU WALK NOTES: SEE DESIGN MANUAL, CHAPTER 5, FOR GEOMETRIC DESIGN OF ENTRANCES. ℄ ENTRANCE WHERE THE MAX. ALLOWABLE ENTRANCE GRADIENT WOULD BE EXCEEDED, DUE TO THE POSITION OF EXISTING WALK, 1 THE WALK SHALL BE REMOVED AND REPLACED, OR THE A PAVEMENT WARPED TO PROVIDE THE REQUIRED ENTRANCE SLOPE. SIDEWALK1' 0"AND/OR BLVD. 45° 1 SEE PLANS FOR PLACEMENT OF WALK AND DIMENSIONS FOR 6' MIN.10 60° TO 90° 5 CONSTRUCTION OF DRIVEWAYS. NO DEDUCTION SHALL BE MADE IN CURB AND GUTTER FOR 6 ENTRANCE. 1 VARIABLE 7 1. 1" EXPANSION JOINT. 1" PREFORMED JOINT FILLER SLOPE 4 2 2 3' 4' MATERIAL, AASHTO M 213 (REQUIRED WHEN 2" CONCRETE AREAS ARE POURED SEPARATELY). SLOPE 2. 1/2" EXPANSION JOINTS AT 60' (APPROX.) MAXIMUM VARIABLE A INTERVALS. 3. MATCH IN PLACE DRIVEWAY THICKNESS (6" MIN.). CURB AND GUTTER HALF PLAN 4. WITHOUT SIDEWALK, PAVE ONLY TO THE ENDS OF CURB PERSPECTIVE RETURN WHEN ENTRANCE IS UNSURFACED OR CONSTRUCTION IS NOT NEEDED BEYOND THIS POINT. DRIVEWAY PAVEMENT 5. WITH SIDEWALK, PAVE TO THE BACK OF THE SIDEWALK. LENGTH VARIES PAID FOR AS CONCRETE DRIVEWAY PAVEMENT. 4 FT. MIN. 6. CONTRACTION JOINT (FORMED OR SAWED). 1" RAD 4 0.02 FT./FT. 7. EXPANSION JOINT NOT REQUIRED IF ADJACENT SECTIONS MAXIMUM 0.06 FT./FT. SLOPE ARE POURED MONOLITHICALLY. SEE SECTION A-A. 1" RAD 4 8. SEE PLANS FOR PLACEMENT OF PED. CURB RAMP. 9. FORM CONTRACTION JOINT AS NEEDED TO PRODUCE APPROXIMATELY SQUARE PANELS (MAXIMUM WIDTH 15' BETWEEN JOINTS). 10.THE MINIMUM CONTINUOUS AND UNOBSTRUCTED CLEAR 1 7 WIDTH OF A PEDESTRIAN ACCESS ROUTE SHALL BE 4'. 11.SEE PLANS FOR PROPOSED CROSS SLOPEOF THE SECTION AA PEDESTRIAN ACCESS ROUTE, WHICH MAY NOT EXCEED CURB RETURN 0.02'/FT. AS CONSTRUCTED. DESIGN: DATE: 3-08-07 PLATE ENGINEERING DEPARTMENT NUMBER DRAWN: REVISIONS DRIVEWAYS, P-1 AND TRAILS

DRIVEWAYS SIDEWALKS AND TRAILS.dwg R/W LINE VARIES TYP. 30'-33' 36' MAX. OUT FROM CL

EXPANSION JOINT MAX DRWY SLOPE = 10% MAX. SIDEWALK (TYP.) MAX SDWK CROSS SLOPE = 2% TRANSITION SLOPE = 8.3%. 6' WIDE CONCRETE SIDEWALK (TYP) 8'

15' RAD. MIN. TRANSITION CURB FROM (30' MAX.) FULL HEIGHT AT TO MATCH AT SIDEWALK EXPANSION JOINT (TYP.) 3'

SAWCUT LINE FLOW LINE 1" ROUNDED LIP (TYP.)

R/W LINE VARIES TYP. 30'-33' 36' MAX. OUT FROM CL EXPANSION JOINT (TYP.) 15' RAD. MIN. (30' MAX.) MAX DRWY SLOPE = 10% MAX SDWK CROSS SLOPE = 2% TRANSITION CURB FROM EXPANSION JOINT FULL HEIGHT AT STREET IF CONC. PVMT. TO MATCH AT SIDEWALK 3'

EXPANSION JOINT 1" ROUNDED LIP 8' WIDE CONCRETE (TYP.) SIDEWALK SAWCUT LINE

PLATE DESIGN: DATE: 3-08-07 ENGINEERING DEPARTMENT NUMBER DRAWN: REVISIONS COMMERCIAL DRIVEWAY P-2

COMMERCIAL DRIVEWAY.dwg 6-8' CONCRETE SIDEWALK

6-8' (TYP)

NOTES: · NO GREATER THAN 2% CROSS SLOPE IN DIRECTION OF POSITIVE DRAINAGE FLOW ON ALL WALKS UNLESS OTHERWISE NOTED.

· FINISH AND JOINT CONSTRUCTION SHAL BE AS DESCRIBED IN THE MINNESOTA CONCRETE FLATWORK SPECIFICATIONS FOR LOCAL GOVERNMENT AGENCIES.

PLATE DESIGN: DATE:3-08-07 ENGINEERING DEPARTMENT NUMBER DRAWN: CONCRETE SIDEWALK REVISIONS P-3 JOINT PATTERN

CONCRETE SIDEWALK JOINT PATTERN.dwg SAW CUT MANHOLE C & G

MATCH CONTROL JOINTS IN CURB WITHOUT MANHOLES

40' CONTROL AVG. JOINT

1/8" MAXIMUM 1/2" AFTER SHRINKAGE 50' MAX.

5/8" INTERSECTION WITH MANHOLES

SEALANT 1/3 OF TOTAL THICKNESS OF MATERIAL NEW BITUMINOUS SURFACE OR 2.5", WHICHEVER IS GREATER.

1/8" NOTES: A. THE CUT LOCATIONS SHALL BE AT MANHOLES AND SPACED BETWEEN 40 AND 50 FEET APART OR AS DIRECTED BY PROJECT ENGINEER. B. THE CUT SHALL FOLLOW A STRAIGHT LINE OBTAINED BY THE USE OF A SNAP LINE. C. TRANSVERSE CRACK CONTROL JOINTS SHALL START AND STOP AT CONTROL JOINTS IN CURB & GUTTER. D. THE CUT SHALL BE A WET CUT BY A PAVEMENT SAW AT A WIDTH OF 1/8" AND A DEPTH 1/3 OF PAVEMENT THICKNESS OR 2.5", WHICHEVER IS GREATER. E. DIRECTLY FOLLOWING THE CUTTING, THE CUT SHALL BE WASHED WITH A PRESSURE HOSE UNTIL THE WATER IS CLEAR, FROM THE CUT. F. THE CUT SHALL THEN BE DRIED WITH COMPRESSED AIR. G. THE FINAL STEP SHALL BE TO FILL WITH CRACK FILLER MEETING MN/DOT SPECIFICATION 3723.

DESIGN: DATE: 3-08-07 PLATE ENGINEERING DEPARTMENT NUMBER DRAWN: TRANSVERSE CRACK REVISIONS P-4 CONTROL JOINTS

TRANSVERSE CRACK CONTROL JOINTS.dwg CITY OF ROSEVILLE

ENGINEERING DEPARTMENT (YEAR) PAVEMENT MANAGEMENT PROJECT

TRAVEL WITH CAUTION

CONTRACTOR City of Roseville ADDRESS 2660 Civic Center Drive TEL. NO. 651-792-7003

TO BE FILLED OUT WITH LOW BIDDER INFORMATION

3' X 5'

1 SIGN AT INTERSECTION OF (ROAD NAME) AND (ROAD NAME)

DESIGN: DATE: 3-08-07 PLATE ENGINEERING DEPARTMENT NUMBER DRAWN: REVISIONS CONSTRUCTION SIGN P-5

CONSTRUCTION SIGN.dwg VARIES 32' F-F (TYPICAL)

25' RAD. TYP. (F/C) A

5' A

CONCRETE C & G

1.5' 1.5' 3/4"/FT. 3/4"/FT. 7"

3.5"

3 - #4 REBAR CONTINUOUS SECTION A - A

NOTES: 1. NO CONTRACTION JOINTS IN VALLEY GUTTER. 2. THE CONCRETE VALLEY GUTTER SHALL BE CONSTRUCTED ON 8" AGGREGATE BASE, CLASS 5.

PLATE DESIGN: DATE: 3-08-07 ENGINEERING DEPARTMENT NUMBER DRAWN: REVISIONS CONCRETE VALLEY GUTTER P-6

CONCRETE VALLEY GUTTER.dwg