NOTES: 1. RESIDENTIAL DRIVEWAYS SHALL HAVE A MAXIMUM THROAT WIDTH RESIDENTIAL DRIVEWAYS SHALL HAVE A MAXIMUM THROAT WIDTH OF 20 FEET WITH A MAXIMUM 10-FOOT RADIUS. 2. ALL RESIDENTIAL PROPERTIES ARE ALLOWED ONE DRIVEWAY ALL RESIDENTIAL PROPERTIES ARE ALLOWED ONE DRIVEWAY CONNECTION. A MAXIMUM OF 2 DRIVEWAYS PER PARCEL MAY BE PERMITTED IF APPROVED BY THE COUNTY AND MEET ALL REQUIREMENTS SHOWN HEREIN. 3. SPACING REQUIREMENTS SHALL BE AS FOLLOWS: SPACING REQUIREMENTS SHALL BE AS FOLLOWS:
PROPOSED GRADE TO MATCH FLOW LINE ELEVATION OF EXISTING DITCH
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PROPOSED GRADE TO MATCH FLOW LINE ELEVATION OF EXISTING DITCH
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NOTES: 1. RESIDENTIAL DRIVEWAYS SHALL HAVE A MAXIMUM THROAT RESIDENTIAL DRIVEWAYS SHALL HAVE A MAXIMUM THROAT WIDTH OF 20 FEET WITH A MAXIMUM 10-FOOT RADIUS, AS SHOWN HEREIN AND ON SHEET 1. 2. ALL DRIVEWAYS WITH A CULVERT SHALL BE PAVED IN ALL DRIVEWAYS WITH A CULVERT SHALL BE PAVED IN CONCRETE AS SHOWN HEREIN AND SHALL BE THE RESPONSIBILITY OF THE OWNER TO MAINTAIN. 3. INVERTED DRIVEWAYS ARE NOT REQUIRED TO BE PAVED. INVERTED DRIVEWAYS ARE NOT REQUIRED TO BE PAVED. DRIVEWAYS TO BE PAVED SHALL BE CONCRETE AS SHOWN HEREIN. 4. IF ANY PORTION OF THE PARCEL IS CLASSIFIED AS A SPECIAL IF ANY PORTION OF THE PARCEL IS CLASSIFIED AS A SPECIAL FLOOD HAZARD AREA, THEN THE PROPERTY OWNER SHALL PROCURE THE SERVICES OF A LICENSED ENGINEER TO DESIGN DRIVEWAYS TO COMPLY WITH REGULATIONS IN THIS AREA. 5. THE PROPERTY OWNER SHALL PROCURE THE SERVICES OF A THE PROPERTY OWNER SHALL PROCURE THE SERVICES OF A LICENSED ENGINEER TO DESIGN DRIVEWAYS WITH CULVERTS FOR PROPER DRAINAGE CONVEYANCE. MINIMUM CULVERT SIZE SHALL BE 12 INCH REINFORCED CONCRETE PIPE, HDPE, OR CORRUGATED METAL PIPE. 6. ALL DRIVEWAY APPLICATIONS PROPOSING IMPROVEMENTS THAT ALL DRIVEWAY APPLICATIONS PROPOSING IMPROVEMENTS THAT DO NOT CONFORM TO THE STANDARDS HEREIN MUST PROVIDE A REQUEST FOR VARIANCE, INCLUDING ENGINEERING JUSTIFICATION FOR THE NON-CONFORMITY.
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5"CONCETE PAVEMENT
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6" COMPACTED BASE MATERIAL
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#3 BARS @ 18" O.C.E.W.
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COMMERCIAL DRIVEWAY DETAILSHEET 1 OF 2
MIDLAND COUNTY
PREPARED BY:
CD-1
CD-2
CD-3
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PROPERTY LINE
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PROPERTY LINE
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NOT TO SCALE
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PROPERTY LINE
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PROPERTY LINE
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NOT TO SCALE
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NOT TO SCALE
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NOTES: 1. COMMERCIAL DRIVEWAYS SHALL HAVE A MINIMUM THROAT WIDTH COMMERCIAL DRIVEWAYS SHALL HAVE A MINIMUM THROAT WIDTH OF 20 FEET AND A MAXIMUM THROAT WIDTH OF 50 FEET WITH 45-DEGREE FLARES AT THE MOUTH, AS SHOWN HEREIN. 2. ALL COMMERCIAL PROPERTIES ARE ALLOWED ONE DRIVEWAY ALL COMMERCIAL PROPERTIES ARE ALLOWED ONE DRIVEWAY CONNECTION. MULTIPLE DRIVEWAYS MAY BE PERMITTED IF APPROVED BY THE COUNTY AND MEET ALL REQUIREMENTS SHOWN HEREIN. 3. SPACING REQUIREMENTS SHALL BE AS FOLLOWS: SPACING REQUIREMENTS SHALL BE AS FOLLOWS:
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PROPERTY LINE
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PROPERTY LINE
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CONCRETE DRIVE
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CONCRETE DRIVE
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CONCRETE DRIVE
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CONCRETE DRIVE
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COMMERCIAL DRIVEWAY DETAILSHEET 2 OF 2
MIDLAND COUNTY
PREPARED BY:
CROSS SECTION OFCONCRETE WITH REBAR
A A
PLAN VIEWTYPICAL DRIVE WITH CULVERT
SECTION A-ATYPICAL DRIVE WITH CULVERT
B B
PLAN VIEWTYPICAL DRIVE WITH LOW WATER CROSSING
SECTION B-BTYPICAL DRIVE WITH LOW WATER CROSSING
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NOT TO SCALE
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6" CONCRETE PAVEMENT
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6" COMPACTED BASE MATERIAL
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NOTES: 1. COMMERCIAL DRIVEWAYS SHALL HAVE A MINIMUM THROAT WIDTH OF COMMERCIAL DRIVEWAYS SHALL HAVE A MINIMUM THROAT WIDTH OF 20 FEET AND MAXIMUM THROAT WIDTH OF 50 FEET WITH 45-DEGREE FLARES AT THE MOUTH, AS SHOWN HEREIN AND ON SHEET 1. 2. ALL DRIVEWAYS SHALL BE PAVED IN CONCRETE AS SHOWN HEREIN ALL DRIVEWAYS SHALL BE PAVED IN CONCRETE AS SHOWN HEREIN AND SHALL BE THE RESPONSIBILITY OF THE OWNER TO MAINTAIN. 3. THE PROPERTY OWNER SHALL PROCURE THE SERVICES OF A THE PROPERTY OWNER SHALL PROCURE THE SERVICES OF A LICENSED ENGINEER TO DESIGN COMMERCIAL/INDUSTRIAL DRIVEWAYS. 4. OWNER'S ENGINEER SHALL PRODUCE A TRAFFIC IMPACT ANALYSIS TO OWNER'S ENGINEER SHALL PRODUCE A TRAFFIC IMPACT ANALYSIS TO BE SUBMITTED WITH THE DRIVEWAY PERMIT. 5. FOR DRIVEWAYS WITH CULVERTS, MINIMUM CULVERT SIZE SHALL BE FOR DRIVEWAYS WITH CULVERTS, MINIMUM CULVERT SIZE SHALL BE 12 INCH REINFORCED CONCRETE PIPE, HDPE, OR CORRUGATED METAL PIPE FOR PROPER DRAINAGE CONVEYANCE. 6. ALL DRIVEWAY APPLICATIONS PROPOSING IMPROVEMENTS THAT DO ALL DRIVEWAY APPLICATIONS PROPOSING IMPROVEMENTS THAT DO NOT CONFORM TO THE STANDARDS HEREIN MUST PROVIDE A REQUEST FOR VARIANCE, INCLUDING ENGINEERING JUSTIFICATION FOR THE NON-CONFORMITY.