RESIDENTIAL DRIVEW AY APPROACH JOB NO. SHEET NO. DATE MARCH 2015 OF 2% MAX VARIES: 1% MIN TO 7% MAX EXISTING DRIVE EXIST. ROW PROPOSED 6" WALK

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1 01-APR :59 4 (TYP) EXISTING DRIVE A 4 (TYP) ROW = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\pvg_det01_8x11_P01.dgn TIME = EX. PROPOSED 6" WALK SIDEWALK WALK EX. DRIVEWAY 4 WALK DRIVE ROAD 2% MAX SECTION A-A NO SCALE : 1% MIN TO 7% MAX 6" SIDEWALK 6" BASE 21AA LIMESTONE OR NATURAL 3" HMA OR 6" AGGREGATE. CONCRETE 4" GRANULAR MATERIAL, CL II A RESIDENTIAL DRIVEW AY APPROACH PHONE: (517) P1

2 D 01-APR :10 = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\pvg_det01_8x11_P02.dgn TIME = 2 WALK INTEGRAL CURB & GUTTER CONCRETE CURB & GUTTER STREET 2-0" B WIDTH MATCH EXISTING DRIVE PAVEMENT SECTION PER SECTION D-D 2 WALK Driveway, Nonreinf Conc, JOINT 8 inch w/integral Curb, Modified B OR D JOINT D LAYOUT AS DIRECTED BY THE ENGINEER D E E 1" x 8" EXPANSION JOINT JOINT B JOINT LEGEND JOINT B: PAVEMENT BULKHEAD JOINT, CONSTRUCTED AND SEALED ACCORDING TO SYMBOL (B), MDOT SPECIAL. DETAIL R-41, LATEST EDITION JOINT D: LANE-TIE JOINT, CONSTRUCTED AND SEALED ACCORDING TO SYMBOL (D), MDOT SPECIAL. DETAIL R-41, LATEST EDITION SIDEWALK PROPOSED DRIVE LENGTH (2% MAX) 1% MIN TO 7% MAX Driveway Opening, Driveway, Nonreinf Conc, Conc, Det M 8 inch w/integral Curb Edge Drain Granular Material, Cl II 4" SECTION D-D NO SCALE WIDTH PER PLAN SLOPE GRADING 1:4 MAX NOTE: Driveway, Nonreinf Conc, ALL PAVEMENT BULKHEAD & LANE TIE JOINTS CONSTRUCTED AND SEALED ACCORDING TO MDOT SPECIAL DETAILS (LATEST EDITION). Embankment, CIP 6" Compacted Subgrade Granular Material, Cl II 4" (95% of Maximum Density) SECTION E-E NO SCALE 1:1 S.S.L. CONCRETE COM M ERCIAL DRIVE RADIUS MAY VARY DRIVE GROUND PHONE: (517) P2

3 CLR. TBL. I:\MSV8i\data\hrccolor2.tbl = QUEUE = \\vmplot\bhbond PEN TBL. = I:\MSV8i\Plotting\piblack.ptb USER NAME = djames DESIGN FILE = V:\201001\\C\8x11_Howell_Det\pvg_det01_8x11_P03.dgn TIME = 01-APR :25 Lc PROP. DITCH RIGHT- - WAY cl PROPOSED PAVEMENT 2-0" - 8-0" 2-0" - 6-0" 13-6" STD PAVEMENT WIDTH 12-0" STD PAVEMENT WIDTH (MIN. - MAX.) (MIN. - MAX.) 25-6" STD PAVEMENT WIDENING 24-0" STD PAVEMENT WIDENING 8" DEPTH SHOULDER MAT L AS SPECIFIED EX. GRADE 9-0" 4-6" 4-6" 2-0" 1:4 SLOPE MAX. PROPOSED CURB & GUTTER (SEE DETAIL) PROPOSED CONC. PAVEMENT (SEE DETAIL A) 2.00 % 1:4 SLOPE 2.00 % 2.00 % 5.00 % MAX. SUB-GRADE TO BE COMPACTED TO 95% MAXIMUM DENSITY (TYP.) MAX PAVEMENT w/curb PAVEMENT w/shoulder 2" NOTES: 1. APPROVED BACKFILL MATERIAL SHALL BE PLACED BEHIND NEW CURB WITHIN 24 HRS THE PAVEMENT ATTAINING 70% ITS 28 DAY STRENGTH. 2. TRANSVERSE JOINTING SHALL MATCH THE EXISTING ADJACENT PAVEMENT. 3. ALL PAVEMENT BULKHEAD & LANE TIE JOINTS CONSTRUCTED AND SEALED ACCORDING TO MDOT SPECIAL DETAILS (LATEST EDITION). CONCRETE PAVEMENT SECTION # 1 HOWELL, MICH PHONE: (517) FAX : (517) WEB SITE: http: / / P3

4 CLR. TBL. I:\MSV8i\data\hrccolor2.tbl = QUEUE = \\vmplot\bhbond PEN TBL. = I:\MSV8i\Plotting\piblack.ptb USER NAME = djames DESIGN FILE = V:\201001\\C\8x11_Howell_Det\pvg_det01_8x11_P04.dgn TIME = 01-APR :28 Lc PROP. DITCH RIGHT- - WAY 2-0" - 6-0" 25-6" STD PAVEMENT WIDENING 24-0" STD PAVEMENT WIDENING 2-0" - 8-0" (MIN. - MAX.) (MIN. - MAX.) 8" DEPTH SHOULDER MAT L AS SPECIFIED PROPOSED PAVEMENT EX. PAVEMENT EX. PAVEMENT PROPOSED PAVEMENT PROPOSED CONC. WIDENING 2.00 % PROPOSED CURB & GUTTER (SEE DETAIL) (SEE DETAIL A) 2.00 % 2.00 % 5.00 % 1 1 SUB-GRADE TO BE HOOK BOLT 4 (TYP.) 4 MAX COMPACTED TO 95% MAXIMUM DENSITY WIDENING F CONC. PAVEMENT WIDENING F BIT. PAVEMENT CURB & GUTTER SECTION IS REQ D w/enclosed DRAINAGE WHEN EXISTING 2" RIGHT WAY IS INSUFFICIENT TO ACCOMMO THE WIDENING w/shoulder, DITCH DRAINAGE & SIDEWALK CONSTRUCTION NOTE: T PLACE WHITE MEMBRANE CURING COMPOUND TO CONFORM TO THE REQUIREMENTS A.S.T.M. C-309,TYPE 2 AS DIRECTED BY THE CITY. 1. WHEN WIDENING A CONCRETE PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED TO THE NEXT JOINT, WHEN THE DIMENSION FOR THE PAVEMENT TO REMAIN IS 6-0" OR LESS. 2. ALL PAVEMENT BULKHEAD & LANE TIE JOINTS CONSTRUCTED AND SEALED ACCORDING TO MDOT SPECIAL DETAILS (LATEST EDITION). 8" THK. CONC. PAVEMENT ON 8" 21AA LIMESTONE FOR RESIDENTIAL, COMMERCIAL, AND INDUSTRIAL 8" THK. CONC. PAVEMENT ON 8" M.D.O.T. 21AA ON 12" M.D.O.T. CLASS II FOR ALL MAJOR ROADS DETAIL A CONCRETE PAVEMENT SECTION # 2 HOWELL, MICH PHONE: (517) FAX : (517) WEB SITE: http: / / P4

5 1-0" 2-0" 01-APR :55 3" 1-0" 8" R 6" R SLOPE 1" PER FT. = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\pvg_det01_8x11_P05.dgn TIME = T 6" (MIN.) 6" (MIN.) T 6" #4 BARS REVERSE SLOPE AS PER PLAN (TYP.) 21AA AGGREGATE (TYP.) 3" MOUNTABLE CURB & GUTTER 1-0" (MIN.) T 2-0" 2" 5-8" 2" R 3" R SLOPE 1" PER FT. #4 BARS 6" STRAIGHT FACED CURB & GUTTER NOTES: 1. WHITE MEMBRANE CURING COMPOUND SHALL CONFORM TO THE REQUIREMENTS A.S.T.M. C-309, TYPE 2 AND PLACED AS DIRECTED BY THE CITY. 2. T =THICKNESS CONCRETE PAVEMENT OR 9" WHEN USED WITH BITUMINOUS PAVEMENT, WHICHEVER IS GREATER. CONCRETE CURB & GUTTER PHONE: (517) P5 T

6 01-APR :00 = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\pvg_det01_8x11_P06.dgn TIME = TOP CURB 4" SLOPE 1-6" 2-0" 1-6" 5-0" (MIN.) SOD * 4" CONCRETE ON 4" M.D.O.T. CLASS II GRANULAR SAND BACKFILL COMPACTED IN PLACE TO 95% MAXIMUM DENSITY UTILIZING A.S.T.M. D * PROVIDE RIP-RAP AT THE END THE SPILLWAY. CONCRETE SPILLW AY PHONE: (517) P6

7 CLR. TBL. I:\MSV8i\data\hrccolor2.tbl = QUEUE = \\vmplot\bhbond PEN TBL. = I:\MSV8i\Plotting\piblack.ptb USER NAME = djames DESIGN FILE = V:\201001\\C\8x11_Howell_Det\pvg_det02_8x11_P07.dgn TIME = 01-APR :03 CONSTRUCTION > WIDTH WIDTH 4-0" WIDTH 2-0" 11-0" 11-0" 2-0" WIDTH CONCRETE WALK CURB AND LANE LANE HMA Approach, GUTTER, CONC, DET C4 1-0" PLAN GRADE 1-0" 2% 2% GROUND 1:1 PEASTONE AGGREGATE Edge Drain 9"- 21AA LIMESTONE AGGREGATE BASE HMA, 13A, 2" DRIVEWAY OPENING, CONC, DET M 1:1 DRIVEWAY EDGE DRAIN TO BE INSTALLED AT LOCATIONS INDICATED BY CITY. 50 LENGTHS TO BE GEABRIC INSTALLED UP AND DOWN STATION PARALLEL MIRAFI 140N TO THE CONSTRUCTION CENTERLINE DRAINING TOWARD THE CATCH BASIN. HOT MIXED ASPHALT PAVEMENT SECTION HOWELL, MICH PHONE: (517) FAX : (517) WEB SITE: http: / / P7

8 01-APR :05 Driveway Opening, Conc, Det M - Ft Curb and Gutter, Conc, Det C4 - Ft = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\pvg_det02_8x11_P08.dgn TIME = 45 (TYP) 8" ON-STREET PARKING 1-9" NO SCALE 6" 4" TOP PAVEMENT 4" 8" CURB, CONC, DET E4, MODIFIED NO SCALE 14" 7" 2 9-2" Curb, Conc, Det E4, 1.0% MIN ON STREET PARKING DETAIL PHONE: (517) P8

9 CLR. TBL. I:\MSV8i\data\hrccolor2.tbl = QUEUE = \\vmplot\bhbond PEN TBL. = I:\MSV8i\Plotting\piblack.ptb USER NAME = djames DESIGN FILE = V:\201001\\C\8x11_Howell_Det\pvg_det02_8x11_P09.dgn TIME = 01-APR :07 1" MDOT 13A 2" MDOT 13A 2" 4C 8"- 21AA LIMESTONE 2" 3C 3" 2C 6 - CLASS II SAND WITH EDGE DRAIN 8" - 21AA LIMESTONE DETAIL A - RESIDENTIAL ROADS 12" - CLASS II SAND WITH EDGE DRAIN COMMERCIAL & MULTI-FAMILY INDUSTRIAL 1" MDOT 1300T 1" MDOT 1300L 1" MDOT 1300T 2" MDOT 1300L DETAIL B - MAJOR ROADS 8" - 21AA AGGREGATE 10" - 21AA AGGREGATE DETAIL C - PARKING LOT PAVEMENT TYPICAL BITUMINOUS SECTIONS HOWELL, MICH PHONE: (517) FAX : (517) WEB SITE: http: / / P9

10 01-APR :09 = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\pvg_det02_8x11_P10.dgn TIME = 1" EXPANSION JOINT (AS DIRECTED) 3-0" 3-0" 2-0" TAPER CONCRETE CURB END SECTION PHONE: (517) P10 8" 1"

11 = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\pvg_det02_8x11_P11.dgn TIME = 01-APR :11 1 WD. MIN. EX. BIT. SEE BIT. PAV T. OVERLAY BASE REPAIR DETAIL EX. CONC. PAV T. LIMIT FEATHER JOINTS UNLESS 2 NOTED 2 SEE CONC. JOINT EX. PAV T. REPAIR DETAIL JOINT 1 WD. MIN. EX. BIT. OVERLAY TYP. 5 WD. BUTT JOINT AT BEGINNING & END RESURFACING EX. CONC. PROJECT (SEE NOTES) PAV T. EX. PAV T. EX. PAV T. JOINT TYPICAL JOINT CONCRETE JOINT DETAIL REPAIR NOTE: SAWCUT & REMOVE ASPHALT OVERLAY & LOOSE SPALLED CONCRETE AROUND JOINT. CLEAN SURFACE & PLACE BITUMINOUS BOND COAT & MATERIAL TO EXISTING SURFACE & COMPACT AS DIRECTED BY ENGINEER. CONCRETE JOINT DETAIL PHONE: (517) P11

12 01-APR :15 = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\pvg_det02_8x11_p12.dgn TIME = NOTES: US MAIL 1. HEIGHT MAILBOX IS 42"FROM SURFACE ROAD 2. ON ROADS WITH GRAVEL 6" SHOULDERS, LOCATE FACE MAILBOX 6" FROM EDGE SHOULDER. 3. ON ROADS WITH SOD SHOULDER, LOCATE FACE MAILBOX 6"FROM EDGE PAVEMENT. 4. ROADS WITH CURBS, LOCATE FACE MAILBOX 6" FROM BACK CURB. ROAD SURFACE M AILBOX LOCATION PHONE: (517) P12 42"