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ACCESS MANAGEMENT POLICY
Minnehaha County Highway Department Transportation Excellence.
2124 East 60th Street North Sioux Falls, SD 57104
April 2019
2
The following guidelines are hereby set forth to serve as the Minnehaha County
Access Management Policy. This Policy shall be administered and interpreted by
the Minnehaha Highway Department:
Section 1 Definitions
Terms used in this document are defined as:
1. “Department,” the Minnehaha County Highway Department;
2. “Applicant,” any land owner or land owner’s agent applying for a Highway
Department Access Permit;
3. “Engineering Study,” an evaluation conducted by a Professional Engineer of the
operational and safety characteristics of a transportation facility using techniques,
standards, and guidelines appropriate to civil engineering;
4. “Traffic Impact Study,” an evaluation of the traffic effects related to a particular land
use, using standards, and guidelines common among traffic engineering
professionals.
5. “Level of Service”, or “LOS”, is a quality measure describing operational conditions
within a traffic stream, generally in terms of such service measures as speed and
travel time, freedom to maneuver, traffic interruptions, and comfort and
convenience.
Section 2 Authority and Purpose
Pursuant to SDCL Chapter 31-8-3, the Minnehaha County Highway Superintendent adopts the following Access Management Policy. This Policy is deemed necessary in
order to accomplish the following objectives:
1. Minnehaha County Highway Superintendent and Highway Department, are
charged with the responsibility to protect the traveling public in Minnehaha
County and maintain the public right-of-ways therein; The Superintendent is also charged to protect the general welfare, health, and safety of its citizens
and the traveling public using the public highways, roads, rights-of-ways and
highway system within Minnehaha County; and
2. It is the responsibility of the Superintendent to ensure proper design,
construction, maintenance, and operation of its streets, roads, utilities, driveways, highways, bridges, points of access thereto, and other associated user activities connecting to, using, and/or occurring within these public rights-of-
ways; and
3. The Superintendent has and does hereby find that in order to protect and
provide for the general welfare and safety of the traveling public and to protect
the public highway and road system within Minnehaha County, it is necessary
to provide criteria and conditions which must be met by any person, firm,
corporation, or entity seeking to access or connect roads, streets, highways, or
any part thereof, to any Minnehaha County public road, highway, highway system, to any part thereof, and to prohibit any access or connection to the Minnehaha County highways, streets, roads or the highway system, which do not
3
meet with and conform to proper highway design and which do not have approval
of the Department.
Section 3 Jurisdiction
The regulations set forth herein shall apply to all roadways under the jurisdiction of the
Department. The jurisdictional map on record is available for viewing at the Department
office (2124 East 60th Street North, Sioux Falls, SD) or www.minnehahacounty.org.
Roadways within the jurisdiction of the State of South Dakota, Townships, Municipalities, or
Roadway Districts shall be under the authority of each respective agency. Roadways within
the jurisdiction of the Department may have additional rules and regulations if within a joint
jurisdictional area with another agency.
Near STATE Routes: The Access Management rules for the State can be found under the
Administrative Rules Article 70:09. For any proposed access within a quarter-mile (1,320
feet) of an interstate interchange and other intersections owned and operated by the State,
the applicant shall consult with Brooke White from the SDDOT’s Sioux Falls office prior to
submitting an access permit request to the County. Her contact information is:
Brooke White, Access Management Engineer
5316 W 60th Street North
Sioux Falls, SD 57107
605-367-5680
Near Larger Communities: For any proposed access within the joint jurisdictional limits of
the Cities of Hartford, Brandon, Dell Rapids, and Sioux Falls, the applicant shall consult with
the respective contacts as listed below. Note that if the location of the proposed access is
to occur within the joint jurisdictional limits as shown in the Joint Jurisdictional Areas Map
(see Page 4), the respective jurisdiction must review and approve as indicated by their
signature within the Minnehaha County Highway Access Permit Application.
Sioux Falls: Shannon Ausen, PE - Civil Engineer
City of Sioux Falls
224 W Ninth Street
Sioux Falls, SD 57104
605-367-8607
Note that the City Engineer must sign the Minnehaha County Highway
Access Permit Application prior to the permit being issued. The
estimated time for the City’s review is two to three weeks. Additional
guidance on access and design requirements for the City of Sioux Falls
can be found in their Engineering Design Standards for Public
Improvements:
http://siouxfalls.org/en/public-works/engineering/construction-mgmt/resources/design-standards
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465T
H AVE
466T
H AVE
469T
H AVE
470T
H AVE
471S
T AVE
247TH ST
246TH ST
248TH ST
249TH ST
245TH ST
246TH ST
249TH ST
468T
H AVE
250TH ST
247TH ST
245TH ST
244TH ST
477T
H AVE
478T
H AVE
247TH ST247TH ST
245TH ST
246TH ST 246TH ST
248TH ST
249TH ST
250TH ST
244TH ST
JASPER ST
248TH ST
247TH ST
249TH ST
479T
H AVE
247TH ST
250TH ST
487T
H AVE
485T
H AVE
244TH ST
252ND ST
253RD ST
256TH ST
456T
H AVE
456T
H AVE
456T
H AVE
457T
H AVE
458T
H AVE
459T
H AVE
251ST ST
252ND ST
253RD ST
254TH ST
255TH ST
256TH ST
461S
T AVE
462N
D AVE
463R
D AVE
254TH ST
467T
H AVE
468T
H AVE
468T
H AVE
469T
H AVE
471S
T AVE
252ND ST
253RD ST
254TH ST
255TH ST
479T
H AVE
481S
T AVE
482N
D AVE
483R
D AVE
484T
H AVE
251ST ST
254TH ST
252ND ST
486T
H AVE
486T
H AVE
487T
H AVE
258TH ST
261ST ST
455T
H AVE
258TH ST
260TH ST
461S
T AVE
462N
D AVE
462N
D AVE
463R
D AVE
463R
D AVE
464T
H AVE
258TH ST
471S
T AVE
258TH ST
475T
H AVE 476T
H AV
E
478T
H AVE
257TH ST
258TH ST
260TH ST
261ST ST
481S
T AVE
482N
D AVE
257TH ST
485T
H AVE
263RD ST
265TH ST
267TH ST
456T
H AVE
457T
H AVE
459T
H AVE
460T
H AVE
263RD ST
266TH ST
268TH ST
265TH ST
266TH ST
267TH ST
268TH ST
467T
H AV
E
468T
H AV
E46
8TH
AVE
268TH ST
484T
H AVE
263RD ST
264TH ST
265TH ST
266TH ST
267TH ST
486T
H AVE
244TH ST
TAOPI RD
15TH ST
JASPER ST
GARF
IELD A
VEQUARRY RD
RIVER RDFREEDOM ST
GOLF VIEW DR
SVER
DRUP
AVE
BIG SIOUX RD
DITC
H RD
MAPLETON RD
257TH ST
RENBERG ST
SLIP UP CREEK RD
N SH
OW PL
60TH ST N
BENSON RD
54TH ST
SYCA
MORE
AVE
HEMLOCK BLVD
W REDWOOD BLVD REDWOOD BLVD
E RICE ST
E ASPEN BLVD
BLUE
SAGE
LN
W MAPLE ST
S ELL
IS RD
41ST ST
HOLLY BLVD
SIOUX BLVD
Humboldt
W MICKELSON RD
E 9TH ST
Colton Creek
Fourmile Creek
Elce Creek
Skunk Creek
Sioux Falls
§̈¦90 §̈¦90
§̈¦29
§̈¦29
§̈¦229
38
38
42 42
42
19
19
19
115
115
11
11
11
11
$+104
$+104
$+104
$+104
$+110 $+110
$+114 $+114
$+118
$+120
$+124
$+122 $+122
$+126
$+130 $+130
$+140
$+140$+140
$+138
$+142
$+146
$+148
$+159
$+155
$+155
$+151
$+149
$+149
$+143
$+137
$+137
$+133
$+121
$+121
$+119
$+115 $+111
$+113
$+109
$+109
$+105
$+103
$+103
60TH ST N
BENSON RD
MADISON ST
12TH ST
22ND ST
41ST ST
57TH ST
26TH ST
10TH ST
RUSSELL ST
60TH ST N
72ND ST
$+146
$+141
$+125
$+13638
$+127$+77
$+139
$+150
Lost Lake
$+145
R50W R48WR49WR51WR52W
T102NT103N
T104NT101N
R47W
Burk104 - 50
Wayne101 - 50
Lyons103 - 50
Taopi104 - 51
Logan104 - 48
Benton102 - 50
Edison103 - 48
Brandon102 - 48
Buffalo104 - 52
Humboldt102 - 52
Hartford102 - 51
Mapleton102 - 49
Red Rock102 - 47
Sverdrup103 - 49
Highland104 - 47
Wall Lake101 - 51
Wellington101 - 52
Split Rock101 - 48
Clear Lake103 - 52
Sioux Falls101 - 49
Dell Rapids104 - 49
Grand Meadow103 - 51
Valley Springs101 - 47
Brandon
Hartford
DellRapids
Garretson
Baltic
Colton
Crooks
ValleySprings
Sherman
NORWAY ST
CENTENNIAL PL
SANDS ST
MOODY ST
WILLOW CREEK ST
RED
STON
E AVE
HILLS
IDE DR
FAIRWAY CIR
KATH
LEEN
DR
WEIS CIR
SHAT
TER
CIR
CREEKVIEW CIR
254TH ST
258TH ST
459T
H AV
E
245TH ST
246TH ST
244TH ST
252ND ST
249TH ST
265TH ST
482N
D AV
E
253RD ST
481S
T AVE
250TH ST
257TH ST
479T
H AV
E
469T
H AV
E
478T
H AV
E
255TH ST
486T
H AV
E
261ST ST
251ST ST
476T
H AV
E
456T
H AV
E
475T
H AV
E
266TH ST
470T
H AV
E
480T
H AV
E
256TH ST
457T
H AV
E
461S
T AVE
483R
D AV
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267TH ST
485T
H AV
E
268TH ST
264TH ST
484T
H AV
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472N
D AV
E
463R
D AV
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464T
H AV
E
465T
H AV
E
455T
H AV
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460T
H AV
E
462N
D AV
E
263RD ST
487T
H AV
E
488T
H AV
E
454T
H AV
E
466T
H AV
E
248TH ST
474T
H AV
E
458T
H AV
E
473R
D AV
E
N 84TH ST
BENTON ST
259TH ST
BIG
SIOUX
RD
262ND ST
BURK
AVE
LOGAN ST
E MAPLE ST
477T
H AV
E
VAN
DEMA
RK AV
E
MCHARDY RD
GRAND MEADOW ST
E MADISON ST
57TH ST
HIGHL
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D
S SPL
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VD
PIPESTONE ST
MEADOWLAND ST
WAYN
E AVE
LYONS ST
E 10TH ST
N DI
TCH
RD
SCOT
TS AV
E
26TH ST
SKUN
K CR
EEK A
VE
PALISADE ST
N KI
WANI
S AVE
BEN CLARE AVE
WEST
MARK
AVE
GOLD
EN PA
RK AV
E
S RIV
ERVIE
W AV
E
3RD ST
ALGU
IRE
DR
HOMESTEAD ST
CALLIES PL
APPL
E LN
455T
H AV
E
255TH ST
477T
H AV
E
456T
H AV
E
261ST ST
482N
D AV
E
474T
H AV
E
259TH ST
466T
H AV
E
250TH ST
262ND ST262ND ST
249TH ST
263RD ST
253RD ST
255TH ST
475T
H AV
E
5TH ST
473RD AVE
460T
H AV
E
247TH ST
244TH ST
255TH ST
256TH ST
454T
H AV
E
253RD ST
480T
H AV
E
458T
H AV
E
457T
H AV
E
259TH ST
483R
D AV
E
265TH ST
257TH ST
483R
D AV
E
251ST ST
264TH ST
468T
H AV
E
266TH ST
1ST ST
251ST ST
254TH ST
458T
H AV
E
472N
D AV
E
467T
H AV
E
465T
H AV
E
250TH ST
251ST ST
483R
D AV
E
264TH ST
262ND ST
455T
H AV
E
488T
H AV
E
461S
T AVE
257TH ST
466T
H AV
E
487T
H AV
E
264TH ST
251ST ST
460T
H AV
E
248TH ST
253RD ST
260TH ST
264TH ST
485T
H AV
E
246TH ST
464T
H AV
E
267TH ST
484T
H AV
E
252ND ST
458T
H AV
E
246TH ST
260TH ST
249TH ST
470T
H AV
E
473R
D AV
E
259TH ST
485T
H AV
E
460T
H AV
E
266TH ST
258TH ST
476T
H AV
E
BURK
AVE
245TH ST45
4TH
AVE
488T
H AV
E
464T
H AV
E
467T
H AV
E
462N
D AV
E
460T
H AV
E
260TH ST465T
H AV
E
259TH ST
264TH ST
245TH ST
259TH ST
454T
H AV
E
248TH ST
253RD ST
468T
H AV
E
268TH ST
480T
H AV
E
245TH ST
252ND ST
465T
H AV
E
486T
H AV
E
460T
H AV
E
488T
H AV
E
249TH ST
256TH ST
458T
H AV
E
466T
H AV
E
266TH ST
256TH ST
259TH ST
264TH ST
257TH ST
Skun k Creek
Big S
ioux R
iver
Wil lowCreek
Sil
ve r Cree
k
Slip-U
p Cree
k
Split
Rock Creek
West P
ipestone Creek
Beaver Creek
Long Creek
West Bran ch Skunk Creek
Buff alo Creek
Pipesto ne Creek
Clear Lake
Buffalo Lake
Twin Lakes
Beaver Lake
Grass Lake
Wall Lake
Island Lake
Lost Lake
Diamond Lake
Fensterman Slough
Englehardt Slough
Scotts Slough
Rehfeldt Slough
Covel Lake
7 8 9 7 8 9 7 8 9 7 8 9 7 8 9 7 8
6 5
9
4 3 2 1 6 5 4 3 2 1 6 5 4 3 2 1 6 5 4 3 2 1 6 4 2 1 6 54
7 8 9 7 8 9 7 8 9 7 9 7 8 9 7 8 9
65 4 3 2 1 6 5 4 3 2 1 6 5 4 3 2 1 6 5 4 3 2 1 6 5 4 3 2 1 6 5 4 3
7 8 9 7 8 9 7 89 7 8 9 7 8 9 7 8 9
6 5 4 3 2 1 6 5 4 3 2 1 6 5 4 3 2 1 6 5 4 3 2 1 6 5 4 3 2 1 6 5 4 3
7 8 9 7 8 9 7 8 9 7 89 7
87 9
6 5 4 3 2 1 6 5 4 3 2 1 6 54
3 2 1 6 5 4 3 2 61 5 4 3 12 65 4 3
31 32 33 34 35 36 31 32 33 34 35 36 31 32 33 34 35 36 31 32 33 34 35 36 31 32 33 34 35 36 31 32 33 34
30 29 28 27 26 25 30 29 28 27 26 30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 27
19 20 21 22 23 24 19 20 22 23 24 19 20 21 22 23 24 19 20 21 22 23 201924 21 22 23 24 19 20 21 22
18 17 14 13 18 17 14 13 18 17 14 13 18 17 14 13 18 17 14 13
10 11 12 10 11 12 10 11 12 10 11 12 10 11 12 10
31 32 33 34 35 36 31 32 33 34 35 36 31 32 33 34 35 36 31 32 33 34 35 36 31 32 33 34 35 36 31 32 33 34
30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 27
19 20 21 22 23 24 19 20 21 23 24 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22
18 17 14 13 18 17 14 18 17 14 13 18 17 14 13 18 17 1314 18 15
10 11 12 10 11 12 10 11 12 10 11 12 10 11 12 10
31 32 3334
35 36 31 32 33 34 35 31 32 33 34 35 36 31 32 3334 35 36 31 32 33 34 35 36 31 32 33 34
30 29 28 27 26 25 30 28 27 26 25 30 29 28 27 26 25 30 29 27 26 25 30 29 28 27 25 30 29 28 27
19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 23 19 21 22
18 17 14 13 18 13 18 17 14 13 18 17 14 13 18 17 1314 18 15
10 11 12 10 11 12 10 11 12 10 11 12 10 11 12 10
31 32 33 34 35 36 31 32 33 34 35 36 31 32 33 34 35 36 31 32 33 34 35 36 3433 353231 36 31 32 33 34
30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 27 26 25 2930 28 27 26 25 2728 26 252930 30 2829 27
19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 23 24 2019 21 22 23 21 22 23 242019 19 2120 22
18 17 14 13 18 17 14 13 18 17 14 13 1718 13 14 131718 18 15
10 11 12 10 11 12 10 11 12 10 11 12 1110 12 10
5 3 3
8
9 8
25
21
16 15 16 15 16 15 16 15 16 15 18 17 1516
22
16 15 16 15 13 16 15 16 15 16 15 17 16
36
2928 26
24 20
16 15 17 16 15 14 16 15 16 15 16 15 17 16
24
16 15 16 15 16 15 16 15 14 16 15 1617
2
9
7
5
43
86
94
98
10
77
78
79
81
84
83
395387 410
406402
400399
396
390
379
J
F
T
Z
L
X
S
Y
E
V
P
1 2 43 87 95 6
C
R
K
D
H
B
Q
N
A
U
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10 2822 25 3116 19 20 322614 33272111 13 292312 341715 18 3024
6
±
MINNEHAHA COUNTY
TurnerCounty
Lincoln CountyLyon County, IA
Moody CountyLake County
Disclaimer:This Data is provided "as is" without warranty or anyrepresentation of accuracy, timeliness or completeness.The burden for determining accuracy, completeness,timeliness, merchantability and fitness for or theappropriateness for use rests solely on the requester.Minnehaha County makes no warranties, express or implied,as the use of the Data. The requester acknowledges andaccepts the limitations of the Data, including the fact that theData is dynamic and is in a constant state of maintenance,correction and update. If errors are found, please contact thePlanning and Zoning Department of Minnehaha County.
McCook County
Rock County, MNPipestone
County, MN
Map Date: 10/27/2017
Residential District (RS-2) 7 dwelling units/acre or lessResidential District (RA-1) 10 to 17 dwelling uints/acreRural Residential (RR5) Lot area 5 acres or more (only Dell Rapids joint platting area)
Residential District (RS-1) 5 dwelling units/acre or less
Rural Residential (RR1) Lot area 1 acre or more (only Dell Rapids joint platting area)Planned DevelopmentRecreation and ConservationRural Residential (RR)
Commercial (C)Light Industrial (I-1)General Industrial (I-2)
EROS Overlay DistrictRed Rock Corridor District
Joint Plan/PlatJoint PlanningJoint Platting
5
Hartford: City of Hartford
PO Box 727
Hartford, SD 57083
605-528-6187
[email protected] Brandon: City Engineer
City of Brandon
304 Main Avenue, PO Box 95
Brandon, SD 57005
605-582-6515
Applicants should be aware that there is a formal approval
process when Brandon considers site plans and developments,
through which access management is considered. The
estimated time for their review and approval is three to four
weeks.
Dell Rapids: City Administrator
City of Dell Rapids
PO Box 10
Dell Rapids, SD 57022
605-428-3595
Crooks: Operations Director
Crooks Community Center
701 S West Avenue
PO Box 785
Crooks, SD 57020
605-543-5238
Section 4 Permits Required
No person may construct an access between a county right-of-way and an adjoining
property thereto without a Highway Department Access Permit issued by the Department.
Applications for access are available through the Department and must be completed by the
Applicant and approved by the Department prior to construction of the access.
The Department shall advise the Applicant of the status of the permit application within
thirty (30) days after receiving a complete application.
The Department may attach reasonable and prudent stipulations as a condition of a permit
application approval. The stipulations shall indicate any improvement or operating condition
necessary to protect public health, safety, and welfare, including reference to applicable
design standards.
Applicants are highly encouraged to contact the Department as early as possible when
contemplating the need for an additional or new access, or when contemplating purchasing
or sub-dividing a parcel. The reason for this is, Department personnel may be able to
recommend a more suitable location in terms of safety that would be mutually beneficial to
both the applicant and the traveling public.
6
Section 5 Traffic Impact Study
The Department may require a Traffic Impact Study with any permit application for access
to a property that may generate significant peak hour trips or heavy truck trips, or
potentially otherwise impact the safety and operational characteristics of the highway
system. The Department shall determine the scope of the study with the applicant’s traffic
engineer, considering probable operational and safety impacts to the highway system.
The study shall determine what improvements may be necessary to maintain a level of
service “C” (LOS C as defined by the Highway Capacity Manual, Current Edition), or any
performance related metric (v/c ratio, percent time-spent following, average travel speed,
delay, etc.), is decreased by 10% due to the proposed facility under the traffic conditions
expected with the proposed development under consideration. A professional engineer with
specific experience in traffic operations analysis shall perform the study. The study shall be
sealed by a South Dakota registered professional engineer. The study shall examine the
functional relationships among existing, planned, and potential access points and shall use
policies and design manual standards and guidance jointly determined by the Department
and the applicant.
Section 6 Access Control
No person, firm, corporation, or other entity, public or private, shall construct or cause to be
constructed or allow any driveway, highway, road, alley, street, other roadway, or any
aspect or part thereof, to connect to or otherwise access or allow motor vehicle traffic on or
onto any part of the Minnehaha County highway system including the Minnehaha County
right-of-ways, without first applying for and obtaining a Highway Access Permit from the
Department.
All Highway Access Permits to Minnehaha County maintained roads shall be subject to the
approval by the Department. No Highway Access Permit will be granted or approved which
does not properly address drainage, sight distance, and other safety criteria including but
not limited to proximity to other access points, proper lane widths, guardrail, front and back
slopes, right-of-way encroachments, or pavement buildup to support anticipated future
traffic on the public highway and highway system at affected points, as established and
determined to be appropriate by the Department.
Compliance with all requirements of the Highway Access Permit are the responsibility of the
property owner, developer, or entity applying for the access. Construction and material
requirements shall be consistent with the restrictions set forth herein and in the permit
application. Driveways for individual residences as well as larger developments must comply
with these access procedures and requirements.
All subdivisions of real property and all developments, along, adjacent to, or accessing
existing paved or unpaved Minnehaha County roads, and any person or entity seeking to
connect said roads, shall be required to improve and upgrade such existing public road and
connecting roads, and associated drainage facilities, to the extent required by the
Department.
These improvements may include, but are not limited to the following:
the construction of additional lanes to increase capacity,
turn lanes,
acceleration and/or deceleration lanes,
7
traffic signals,
signage,
guardrail,
clear zones,
upgrade, lengthen, or replace existing drainage installations including
culverts, bridges, and drainage ditches,
modify or relocate public or private utility installations, or
other improvements deemed necessary by the Department.
The existing road system may be required to be upgraded in order to provide for future
anticipated traffic demand and/or traffic volume increases. In addition to these
requirements, subdivisions located on highways or roads classified as a minor collector or
higher (as shown on SDDOT Highway Functional Classification Maps (http://arcgis.sd.gov/Server/DOT/DOTViewer/) and includes major collectors, arterials, etc.)
shall include, at a minimum, turn lanes to enter into the proposed subdivision and shall
have the following limitations to include frontage lots on this type of facility:
a. Residential lots fronting on a major or minor collector with an average daily
traffic volume (ADT) of 1000 vehicles per day (vpd) or greater shall be limited
to one (1) access point and shall be subject to intersection sight distance
requirements based on the posted speed of the road and site conditions. These
lot access points shall also be spaced at minimum intervals equal to the
intersection sight distance;
Speed (mph) Intersection Sight
Distance (ft)
30 335
35 390
40 445
45 500
50 555
55 610
60 665
65 720
Note: Intersection sight distance shown is for a stopped
passenger car to turn left onto a two-lane highway with no
median and grades 3 percent or less. For other conditions, the
time gap must be adjusted and required sight distance
recalculated.
Distances shown are minimum distances and do not necessarily
over-ride the preferred minimum distance spacing of 1000 feet or
5 per mile per side.
b. Residential lots which are proposed denser than the requirements in (a) shall be
limited to one (1) access point for subdivisions with two (2) lots or less and/or
limited to two (2) access points for subdivisions with three (3) or more lots.
These access points must still comply with all sight distance requirements and
all roads/drives shall be constructed in accordance with the Minnehaha County
subdivision regulations;
c. Residential lots on routes classified above a major collector (i.e. arterials) shall
have limited access through service roads or equivalents.
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d. Existing lots with structures (as of the dates of the adoption of this policy shall
be grandfathered or exempt from spacing requirement of (a) provided the lot
configuration does not change. Existing lots without approved building permits
are not exempt from this policy. If a subdivision of the existing lot occurs or is
proposed, the new lot(s) must meet the criteria set out herein.
e. Turn lane requirements shall apply to residential and commercial developments.
The guidelines for these turn lanes are as follows:
i. Turn lanes shall be 12' minimum plus a minimum shoulder width
depending on adjacent roadways, bike use, and other factors. Right lanes
constructed with no center or left turn must be constructed with a
minimum of 6' additional width to accommodate a future need for a
center turn lane;
ii. Minimum Turn lane requirements: Chapter 12 of the SDDOT Road
Design Manual contains guidance on the design of turn lanes. Chapter
15 also provides guidance how the need for turn lanes should be
analyzed. It should be noted that the minimum values presented
within Chapters 12 and 15 do not constitute design values appropriate
for all situations.
While Chapters 12 and 15 of the SDDOT’s Road Design Manual should
be used as a guide, the Department will take into consideration the
context of each situation which includes existing and proposed
conditions as well as other factors such as heavy-truck use, proximity
to railroad crossings, bridges, percent trucks during peak hour
operations, and other factors.
f. As noted within Chapter 15 (Traffic) of the SDDOT’s Road Design Manual,
Railroad Crossings are treated as a special condition. If a railroad is
parallel to the roadway, then the likelihood of train movements impacting
turning movements, through movements on the intersecting streets
preventing, and creating stopped queues on the highway should be taken
into consideration.
The provided right turn lane storage length will be dependent on the
duration that the side road is closed, the expected number of vehicle
arrivals and the location of the crossing now and in the future. The
analysis should consider all of the variables influencing the design of the
right turn lane, and may allow a design for conditions other than the worst
case storage requirements, provided safety is not compromised.
Additional right-of-way may be required by Minnehaha County in order to be able to
properly construct the required roadway and drainage improvements or utilities. The
developer, traffic generator, or applicant for an access permit is not necessarily entitled
to exclusive use of any excess capacity of the existing roadway or any right-of-way that
may be available and suitable for construction or any right-of-way in excess of that
which is necessary to construct improvements required by the Minnehaha County
Highway Superintendent. The developer, owner, or applicant for an access permit is
responsible for all costs associated with acquiring additional public right-of-way.
Design and construction plans which show all of the proposed access and improvements
must be submitted to the Department for review and approval. All such plans shall bear
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the signature and seal of a professional engineer licensed to practice in the State of
South Dakota. The requirement for such plans may be waived for certain residential or
farm field approach accesses. Preliminary review of draft plans are encouraged.
No building permits or development permits will be issued by Minnehaha County without
access approval from the Highway Department in cases where the driveway or roadway
providing ingress and egress accesses or connects to a Minnehaha County maintained
road. SDCL 11-3-12.2. Furthermore, no access will be granted within joint jurisdictional
areas without approval of the agency sharing joint jurisdiction. Roadways within the
joint jurisdictional areas may have additional rules and regulations.
Individuals seeking access for the purpose of ingress and egress to only one (1) single
family residence shall be required to submit a Highway Access Permit Application, but
may not be required to present engineering studies and detailed construction plans
unless the Highway Department determines that such is necessary due to particular
safety, engineering, or other concerns associated with that specific point of intended
access.
In the event any person or entity shall gain, establish, allow access to or otherwise
connect or allow connection of any public or private highway, street, alley or road to any
part of the Minnehaha County maintained road system, in violation of any part of this
resolution or without first obtaining an access permit as herein provided, and without the
express written permission of the Department. The Department shall place impassable
barricades between the traveled portion of the roadway and the point of unpermitted
access, thus preventing entry onto the roadway. Furthermore, the access may be
ordered to be removed at the expense of the person or entity responsible for allowing
such access.
Highway classifications and access location criteria displayed in the following table shall
be used to determine whether or not an access is allowable, and if allowed, the location
of the access.
Access Class
Signal Spacing
Distance*
(mile)
Median Opening
Spacing*
(mile)
Minimum Un-
signalized
Access Spacing*
(feet)
Access Density
Denial of Direct Access
When Other Available
Free Flow Urban ½ ½ F, ¼ D 1,320 at quarter-mile
increments Yes
Intermediate Urban
½ ½ F, ¼ D 660 at eighth-mile
increments Yes
Urban Developed ¼ ¼ 100 2 accesses/block face Yes
Urban Fringe ¼ ½ F, ¼ D 1,000 5 accesses/side/mile Yes
Rural N/A N/A 1,000 5 accesses/side/mile Yes
NOTES: * N/A = Not Applicable, F = Full Movement – all turns and through movements provided,
D = Directional Only – certain turning and through movements not provided.
* Rural Class minimum un-signalized access spacing may be reduced to 660' by the
Department, based on results of an Engineering Study; however, preferred minimum spacing is 1000 feet.
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Access Class Definitions
Free Flow Urban – higher speed facilities with access subordinate to through traffic movement.
Intermediate Urban – serves through traffic while allowing moderate access density. Urban Developed – traffic artery with high access density. Access and through movement have equal priority. Urban Fringe – rural highway serving developing area immediately adjacent to a city or town. Access regulated to provide future through-traffic priority.
Rural – low volume, high-speed facility. Access points are spaced for safety and operations efficiency.
The Department shall determine the access classification for each highway. An
Engineering Study of sight distance, corner clearance, operational efficiency, safety and
adjacent land use may also be conducted by the Department prior to granting access
and may alter the criteria shown in the table. The Department may choose to adopt or
defer to local criteria on any highway facility located within or adjacent to the local
jurisdiction if the access location criteria promulgated by the local unit of government
are more stringent than those contained in herein. The Department will seek
opportunities to reduce access density wherever possible.
The Department may grant a variance from the access-location criteria within the
purpose and intent of this Policy. No variance may be considered until other feasible
options for meeting access-location criteria are explored. Any Applicant for a variance
from these criteria shall provide proof of unique or special conditions that make strict
application of the provisions impractical. This shall include proof that:
1. Reasonably convenient access cannot otherwise be obtained;
2. No feasible engineering or construction solutions can be applied to mitigate
the condition; and
3. No alternative access is available from a street other than the primary
roadway.
No variance may be granted, unless a strict application of access-location criteria would
deny reasonably convenient access or would endanger public health, welfare, and
safety.
The Applicant or landowner shall contact the Department to determine if modifications to
the access are required if:
1. The land use served by the access changes;
2. The traffic volume using the access increases by at least 25%; or
3. The truck percentage of total vehicular volume using the access increases by
at least 10%.
The Department may, without receiving notice for the Applicant or landowner, initiate
such a review and determination, with notice to the Applicant.
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The Department may determine an access is not in conformance with these
requirements if:
1. The access was not authorized by an approved access permit;
2. The Applicant did not notify the Department of changes in traffic characteristics;
3. The access is used in violation of the permit; or
4. The Property served by the access has been platted without the approval of the
Department.
If such a finding, the Department may order correction of the nonconformity, require the
Applicant to submit a new permit application, or suspend or revoke the access permit
and order the closure and removal of the access.
The Applicant is responsible for the costs of construction, maintenance, and removal (if
necessary) of the access - this includes any culverts needing to be added, modified, or
relocated as well as any fencing and/or gates and other road-side accoutrements. The
Applicant is also responsible for any risk and liability for any accident and damage that
may occur to a person or property from the work performed under an access permit.
The Department may bring action to recover any cost incurred to correct any deficiency.
The Applicant is also responsible for the cost of designing and constructing any turn
lane, traffic signal, and other roadway improvement recommended in a Traffic Impact
Study as necessary to mitigate any impact of development. Any improvement must be
approved by the Department and comply with Department design standards.
The Applicant shall notify the Department at least one week prior to any construction.
Construction of the access may not proceed until the access permit is issued. The access
shall be completed in an expeditious and safe manner and shall be finished within the
time stated in the permit. The Applicant shall notify the Department at least two days
prior to substantial completion of the access construction. The Department shall inspect
the access to verify that all terms and conditions of the permit are met.
The Applicant is responsible for the repair and maintenance of the access beyond the edge
of the roadway including:
(1) Surfacing;
(2) Curb and gutter;
(3) Cattle guard and gate;
(4) Vegetation control;
(5) Removal or clearance of snow or ice upon the access even though deposited on
the access in the course of Department snow removal operations;
(6) Obtaining Department approval for all culvert repairs, drainage repairs,
resurfacing, and changes in access design or configuration; and
(7) Any other maintenance required for continued safe and satisfactory operation of
the access point.
If the Applicant fails to maintain an access point, the Department, upon notice to the
Applicant, may correct any maintenance deficiency at cost to the Applicant.