RESIDENTIAL DRIVEWAY DETAIL SHEET 1 OF 2
4
PLOTTED BY: Jessica Schuttler ON: Wednesday, October 31, 2018 AT: 10:39 AM FILEPATH: G:\Production4000\004800\4888\001\Civil\Drawings\Exhibits\County Residential Driveway Details.dwg RESIDENTIAL DRIVEWAY DETAIL SHEET 1 OF 2 MIDLAND COUNTY PREPARED BY: RD-1 RD-2 RD-3
Transcript of RESIDENTIAL DRIVEWAY DETAIL SHEET 1 OF 2
PLO
TTED
BY:
Jes
sica
Sch
uttle
r O
N:
Wed
nesd
ay, O
ctob
er 3
1, 2
018
AT:
10:3
9 AM
FIL
EPAT
H:
G:\
Prod
uctio
n400
0\00
4800
\488
8\00
1\Ci
vil\D
raw
ings
\Exh
ibits
\Cou
nty
Res
iden
tial D
rivew
ay D
etai
ls.d
wg
RESIDENTIAL DRIVEWAY DETAILSHEET 1 OF 2
MIDLAND COUNTY
PREPARED BY:
RD-1
RD-2
RD-3
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
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:
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
PROPERTY LINE
PLO
TTED
BY:
Jes
sica
Sch
uttle
r O
N:
Wed
nesd
ay, O
ctob
er 3
1, 2
018
AT:
2:24
PM
FIL
EPAT
H:
G:\
Prod
uctio
n400
0\00
4800
\488
8\00
1\Ci
vil\D
raw
ings
\Exh
ibits
\Cou
nty
Res
iden
tial D
rivew
ay D
etai
ls.d
wg
RESIDENTIAL DRIVEWAY DETAILSHEET 2 OF 2
MIDLAND COUNTY
CROSS SECTION OFCONCRETE WITH REBAR
PREPARED BY:
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
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
APPARENT RIGHT OF WAY
AutoCAD SHX Text
12" MIN CULVERT
AutoCAD SHX Text
CENTERLINE OF COUNTY ROAD
AutoCAD SHX Text
CONCRETE DRIVE
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
6" COMPACTED BASE MATERIAL
AutoCAD SHX Text
MINIMUM 5" CONCRETE #3 BARS @ 18" O.C.E.W. 3,500 PSI PORTLAND CEMENT
AutoCAD SHX Text
MINIMUM COVER 12"
AutoCAD SHX Text
TIE TO EXISTING GRADE
AutoCAD SHX Text
TIE TO EXISTING GRADE
AutoCAD SHX Text
PROPOSED CULVERT WITH END BEVELS AT A 6:1 SLOPE (CULVERT SIZE TO BE DETERMINED BY OWNER'S ENGINEER)
AutoCAD SHX Text
EXISTING COUNTY ROAD
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
APPARENT RIGHT OF WAY
AutoCAD SHX Text
CENTERLINE OF COUNTY ROAD
AutoCAD SHX Text
CONCRETE DRIVE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
6" COMPACTED BASE MATERIAL
AutoCAD SHX Text
TIE TO EXISTING GRADE
AutoCAD SHX Text
TIE TO EXISTING GRADE
AutoCAD SHX Text
CENTERLINE DITCH
AutoCAD SHX Text
EXISTING COUNTY ROAD
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
FL OF CULVERT TO BE 1' MIN BELOW ADJACENT EDGE OF PAVEMENT ELEVATION OR FLOW LINE OF EXISTING DITCH LINE, WHICHEVER IS GREATER
AutoCAD SHX Text
FL OF CULVERT TO BE 1' MIN BELOW ADJACENT EDGE OF PAVEMENT ELEVATION OR FLOW LINE OF EXISTING DITCH LINE, WHICHEVER IS GREATER
AutoCAD SHX Text
MINIMUM 5" CONCRETE #3 BARS @ 18" O.C.E.W. 3,500 PSI PORTLAND CEMENT
AutoCAD SHX Text
PROPOSED GRADE TO MATCH FLOW LINE ELEVATION OF EXISTING DITCH
AutoCAD SHX Text
PROPOSED GRADE TO MATCH FLOW LINE ELEVATION OF EXISTING DITCH
AutoCAD SHX Text
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.
AutoCAD SHX Text
5"CONCETE PAVEMENT
AutoCAD SHX Text
6" COMPACTED BASE MATERIAL
AutoCAD SHX Text
#3 BARS @ 18" O.C.E.W.
PLO
TTED
BY:
Jes
sica
Sch
uttle
r O
N:
Wed
nesd
ay, O
ctob
er 3
1, 2
018
AT:
10:4
1 AM
FIL
EPAT
H:
G:\
Prod
uctio
n400
0\00
4800
\488
8\00
1\Ci
vil\D
raw
ings
\Exh
ibits
\Cou
nty
Com
mer
cial
Driv
eway
Det
ails
_REC
OVE
R.d
wg
COMMERCIAL DRIVEWAY DETAILSHEET 1 OF 2
MIDLAND COUNTY
PREPARED BY:
CD-1
CD-2
CD-3
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
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:
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
CONCRETE DRIVE
AutoCAD SHX Text
CONCRETE DRIVE
AutoCAD SHX Text
CONCRETE DRIVE
AutoCAD SHX Text
CONCRETE DRIVE
PLO
TTED
BY:
Jes
sica
Sch
uttle
r O
N:
Wed
nesd
ay, O
ctob
er 3
1, 2
018
AT:
10:4
0 AM
FIL
EPAT
H:
G:\
Prod
uctio
n400
0\00
4800
\488
8\00
1\Ci
vil\D
raw
ings
\Exh
ibits
\Cou
nty
Com
mer
cial
Driv
eway
Det
ails
_REC
OVE
R.d
wg
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
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
6" CONCRETE PAVEMENT
AutoCAD SHX Text
6" COMPACTED BASE MATERIAL
AutoCAD SHX Text
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.
AutoCAD SHX Text
APPARENT RIGHT OF WAY
AutoCAD SHX Text
12" MIN CULVERT
AutoCAD SHX Text
CENTERLINE OF COUNTY ROAD
AutoCAD SHX Text
CONCRETE DRIVE
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
6" COMPACTED BASE MATERIAL
AutoCAD SHX Text
MINIMUM 6" CONCRETE #4 BARS @ 18" O.C.E.W. 3,500 PSI PORTLAND CEMENT
AutoCAD SHX Text
MINIMUM COVER 12"
AutoCAD SHX Text
TIE TO EXISTING GRADE
AutoCAD SHX Text
TIE TO EXISTING GRADE
AutoCAD SHX Text
PROPOSED CULVERT WITH END BEVELS AT A 6:1 SLOPE (CULVERT SIZE TO BE DETERMINED BY OWNER'S ENGINEER)
AutoCAD SHX Text
EXISTING COUNTY ROAD
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
FL OF CULVERT TO BE 1' MIN BELOW ADJACENT EDGE OF PAVEMENT ELEVATION OR FLOW LINE OF EXISTING DITCH LINE, WHICHEVER IS GREATER
AutoCAD SHX Text
FL OF CULVERT TO BE 1' MIN BELOW ADJACENT EDGE OF PAVEMENT ELEVATION OR FLOW LINE OF EXISTING DITCH LINE, WHICHEVER IS GREATER
AutoCAD SHX Text
CENTERLINE OF COUNTY ROAD
AutoCAD SHX Text
CONCRETE DRIVE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
6" COMPACTED BASE MATERIAL
AutoCAD SHX Text
TIE TO EXISTING GRADE
AutoCAD SHX Text
TIE TO EXISTING GRADE
AutoCAD SHX Text
CENTERLINE DITCH
AutoCAD SHX Text
EXISTING COUNTY ROAD
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
MINIMUM 6" CONCRETE #4 BARS @ 18" O.C.E.W. 3,500 PSI PORTLAND CEMENT
AutoCAD SHX Text
PROPOSED GRADE TO MATCH FLOW LINE ELEVATION OF EXISTING DITCH
AutoCAD SHX Text
PROPOSED GRADE TO MATCH FLOW LINE ELEVATION OF EXISTING DITCH
AutoCAD SHX Text
APPARENT RIGHT OF WAY
AutoCAD SHX Text
#3 BARS @ 18" O.C.E.W.
