A.
Purpose. New streets are intended to:
1.
Balance the needs of all types of traffic - automobile, bicycle, and pedestrian and
2.
Maximize mobility and convenience for all.
The character of all streets will vary by specific location. Some streets are required to carry a large volume of both automobile and pedestrian traffic and provide a more intense experience, while others will provide more intimately scaled street-space. |
B.
Applicability. The following specifications illustrate typical configurations required for all public and private streets. The City Engineer will configure and adjust these specifications as necessary for specific conditions.
C.
Functional classification of streets.
1.
Major arterial. These routes serve regional transportation needs for traffic entering and exiting the City and between major activity centers within the City. Refer to the City's standard cross-section details in the Appendix. Examples: Route 31, Route 14.
a.
Generally provide a minimum of two travel lanes in each direction with a continuous median that accommodates left-turn lanes at intersections.
b.
The median and vegetated swales alongside the roadway would ideally provide water quality pretreatment benefits through the use of bioretention cells before being released to storm sewers, drywells, or detention/retention facilities.
c.
Access along major arterial roadways is typically limited to intersections with other arterial or collector roadways; shared access and frontage road systems are strongly encouraged. The limited access points allow for higher travel speeds and serve long-distance traffic within the area.
d.
The right-of-way width required for a major arterial is generally 120 feet to 170 feet; necessary right-of-way/easements and setbacks for future expansion to three travel lanes in each direction with a thirty-foot center median should be provided if initially constructed to a lesser configuration.
e.
Provide an off-street bicycle facility, unless waived by the City Engineer. If the minimum right-of-way is provided, off-street bicycle facilities may need to be placed in a dedicated easement outside the public right-of-way.
f.
Increase the width of the right-of-way by 10 feet for a distance of 250 feet each way from an intersection with a collector or arterial street (distance measured along right-of-way) in order to facilitate an increased pavement width for a separate left-turn lane and a wider entry lane.
2.
Minor arterial. These routes interconnect and supplement the major arterial routes, accommodate moderate trip lengths, and service activity centers. Refer to the City's standard cross section details in the Appendix. Examples: Ackman Road, Crystal Lake Avenue, McHenry Avenue, Main Street.
[Amended 3-1-2016 by Ord. No. 7200]
a.
Generally provide one to two travel lanes in each direction with a center-striped median that accommodates left-turn lanes at intersections.
b.
The right-of-way width required for a minor arterial is 100 feet to 120 feet; necessary rights-of-way/easements and setbacks for future expansion to a five-lane cross section should be provided if initially constructed to a lesser configuration.
c.
Generally provide either an on-street or off-street bicycle facility, unless waived by the City Engineer.
d.
Increase the width of the right-of-way by 10 feet for a distance of 250 feet each way from an intersection with a collector or arterial street (distance measured along right-of-way) in order to facilitate an increased pavement width for a separate left-turn lane and a wider entry lane.
3.
Major collector. These routes serve as intermediate links between major arterials and points of origin or destination by providing access and traffic circulation within residential neighborhoods and commercial areas. Refer to the City's standard cross section details in the Appendix. Examples: Golf Course Road, Huntley Road, Pingree Road.
[Amended 1-18-2011 by Ord. No. 6641; 3-1-2016 by Ord. No. 7200]
a.
Generally provide for one travel lane in each direction.
b.
The minimum right-of-way width required for a major collector is 80 feet; 100 feet or more may be required for a rural cross-section with ditches. Necessary right-of-way/easements and setbacks for future expansion to a five-lane cross section should be provided if initially constructed to a lesser configuration.
c.
Direct residential driveway access is not generally permitted for major collector streets.
d.
Provide either an on-street or off-street bicycle facility, unless waived by the City Engineer.
e.
If an off-street bicycle facility is provided, the use of a continuous center turn lane or striped median is permitted, as it allows increased access to adjacent properties and encourages lower travel speeds due to the narrower lanes.
f.
Increase the width of the right-of-way by 10 feet for a distance of 250 feet each way from an intersection with a collector or arterial street (distance measured along right-of-way) in order to facilitate an increased pavement width for a separate left-turn lane and a wider entry lane.
4.
Minor collector. These roads connect smaller access streets and residences to the main roadway network (major collectors and arterials). Refer to the City's standard cross section details in the Appendix. Examples: Alexandra Boulevard, Village Road.
[Amended 3-1-2016 by Ord. No. 7200]
a.
Generally provide for one travel lane in each direction; also provide a separate left-turn lane at intersections with collectors or arterials.
b.
The minimum right-of-way width required for a minor collector is 70 feet; 100 feet or more may be required for a rural cross-section with ditches.
c.
Subdivisions shall provide at least one well-planned minor collector street per the City's standard specifications for right-of-way and engineering standards in this Ordinance for each access to a major thoroughfare (major collector or arterials).
d.
Direct residential driveway access is generally permitted for minor collector streets.
e.
Two-way traffic must be maintained at all times, even if on-street parking is permitted on both sides of the road.
f.
Provide either an on-street or off-street bicycle facility, unless waived by the City Engineer.
g.
Increase the width of the right-of-way by 10 feet for a distance of 150 feet each way from an intersection with a collector or arterial street (distance measured along right-of-way) in order to facilitate an increased pavement width for a separate left-turn lane and a wider entry lane.
5.
Local street. These roads serve to provide access to residential neighborhoods and commercial areas. Refer to the City's standard cross section details in the Appendix. Examples: Caroline Street, Memorial Drive.
a.
Generally provide for one travel lane in each direction.
b.
The minimum right-of-way width required for a local street is 60 feet; additional right-of-way, and/or municipal easements may be required if a rural cross section is utilized.
c.
Increase the width of the right-of-way by 10 feet for a distance of 150 feet each way from an intersection with a collector or arterial street (distance measured along right-of-way) in order to facilitate an increased pavement width for a separate left-turn lane and a wider entry lane.
6.
Alley. An alley (residential or commercial) is a very low volume road designed to provide access to the rear or side of a lot, including refuse handling and fire access. Alleys are not intended to carry a significant volume of through traffic. Refer to the City's standard cross section details in the Appendix.
[Amended 1-18-2011 by Ord. No. 6641]
a.
Only used with the approval of the City Engineer.
b.
All alleys shall be built to City standards.
c.
Alleys may not access arterial or major collector streets.
d.
All alleys shall have at least two direct access points to public streets and are subject to the block length criteria included in this Ordinance.
e.
Alleys shall not be utilized as the primary means of access to a parking lot.
Standard cross-sections for collector and local roadways are provided. Cross-sections for major and minor arterial roadways are determined on a case-by-case basis depending upon specific site conditions. |
Table 4-100C1 Standard Cross-Sections for Major Collector Streets [Amended 1-18-2011 by Ord. No. 6641] | |||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Parkway | Roadway | Parkway | |||||||||||||
Offset to Property Line | Sidewalk or Off-Street Path | Parkway (Grass) | B-6.24 Curb and Gutter [2] | Parking Lane [1] | Bike Lane [1] | Travel Lane [1] | Median | Travel Lane [1] | Bike Lane [1] | Parking Lane [1] | B-6.24 Curb and Gutter [2] | Parkway (Grass) | Sidewalk | Offset to Property Line | |
C-1 | 1' | 5' | Min.6' | 2'7" | 8' | 12' | — | 12' | 8' | 2'7" | Min. 6' | 5' | 1' | ||
C-2 | 1' | 8'-10' | Min. 6' | 2'7" | — | — | 12' | 12' | 12' | — | — | 2'7" | Min. 6' | 5' | 1' |
C-3 | 1' | 5' | Min. 6' | 2'7" | — | 4' | 14' | — | 14' | 4' | — | 2'7" | Min. 6' | 5' | 1' |
C-4 | 1' | 8'-10'[3] | Min.6' | 2'7" | — | — | 18'[3][4] | — | 18'[3][4] | — | — | 2'7" | Min.6' | 5' | 1' |
[1] | Outer lane width does not include gutter. | ||||||||||||||
[2] | Curb width includes gutter. | ||||||||||||||
[3] | Option: Mark wide outer lane with "sharrows" (shared lane pavement markings per MUTCD) in lieu of 10 feet shared path. | ||||||||||||||
[4] | Includes on-street parking (no striping) | ||||||||||||||
Minimum Total ROW | Total Width (Back of Curb to Back of Curb) | |
|---|---|---|
C-1 | 80' | 43' |
C-2 | 80' | 39' |
C-3 | 80' | 39' |
C-4 | 80' | 39' |
Table 4-100C2 Standard Cross-Sections for Minor Collector Streets | |||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Parkway | Roadway | Parkway | |||||||||||||
Offset to Property Line | Sidewalk or Off-Street Path | Parkway (Grass) | B-6.12 Curb and Gutter [2] | Parking Lane [1] | Bike Lane [1] | Travel Lane [1] | Median | Travel Lane [1] | Bike Lane [1] | Parking Lane [1] | B-6.12 Curb and Gutter [2] | Parkway (Grass) | Sidewalk | Offset to Property Line | |
MC-1 | 1' | 5' | Min. 6' | 1'7" | 8' | — | 11' | — | 11' | — | 8' | 1'7" | Min. 6' | 5' | 1' |
MC-2 | 1' | 8'-10' | Min.6' | 1'7" | — | — | 11' | 12' | 11' | — | — | 1'7" | Min. 6' | 5' | 1' |
MC-3 | 1' | 5' | Min. 6' | 1'7" | — | 4' | 13' | — | 13' | 4' | — | 1'7" | Min. 6' | 5' | 1' |
MC-4 | 1' | 8'-10'[3] | Min.6' | 1'7" | — | — | 17' [3][4] | — | 17'[3][4] | — | — | 1'7" | Min.6' | 5' | 1' |
MC-5 | 1' | 5' | Min. 6' | 1'7" | 8' | — | 11' | — | 11' | — | — | 1'7" | Min. 6' | 5' | 1' |
[1] | Lane width does not include gutter | ||||||||||||||
[2] | Curb width includes gutter | ||||||||||||||
[3] | Option: Mark wide outer lane with "sharrows" (shared lane pavement markings per MUTCD) in lieu of 10 feet shared path. | ||||||||||||||
[4] | Includes on-street parking (no striping) | ||||||||||||||
Minimum Total ROW | Total Width (Back of Curb to Back of Curb) | |
|---|---|---|
MC-1 | 70' | 41' |
MC-2 | 70' | 37' |
MC-3 | 70' | 37' |
MC-4 | 70' | 37' |
MC-5 | 70' | 33' |
Table 4-100C3 Standard Cross-Sections for Local Streets | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
Parkway | Roadway | Parkway | ||||||||||
Offset to Property Line | Sidewalk or Off-Street Path | Parkway (Grass) | B-6.12 Curb and Gutter [2] | Parking Lane [1] | Travel Lane [1] | Travel Lane [1] | Parking Lane [1] | B-6.12 Curb and Gutter [2] | Parkway (Grass) | Sidewalk | Offset to Property Line | |
L-1 | 1' | 5' | Min. 6' | 1'7" | [3] | 12'6" | 12'6" | [3] | 1'7" | Min. 6' | 5' | 1' |
[1] | Outer lane width does not include gutter | |||||||||||
[2] | Curb width includes gutter | |||||||||||
[3] | If vehicles are parked on both sides of the street, through traffic would utilize the remaining 12 feet lane in the center with opposing conflicting traffic yielding in parking lane area. | |||||||||||
Minimum Total ROW | Total Width (Back of Curb to Back of Curb) | |
|---|---|---|
L-1 | 60' | 28' |
D.
Design standards. All minimum standards established are intended to be construed solely as minimums. Additional standards may be required depending on the topography, soil and overall geological or special conditions of each individual parcel being developed. The City Engineer may recommend and the City Council may require standards beyond the minimums set forth when conditions dictate the necessity for additional standards.

Key Concept:
1.
Street design standards.
a.
Right-of-way and pavement widths: All right-of-way and pavement widths shall conform to the minimum dimensions shown in Tables 4-100C1 through 3.
b.
Interconnectivity.
(i)
Gates on public roads: The use of gates, manned or unmanned, shall be prohibited from all residential districts in order to maintain interconnectivity.
(ii)
Points of egress: A minimum of one point of ingress/egress shall be connected to an existing public street. Additional connections shall be required when:
I.
Necessary for the connection of existing and future principal streets, including major thoroughfares, minor thoroughfares, collector streets, and main residential streets.
II.
A Traffic Study shows that an additional connection or connections are needed.
III.
Required by the Fire Rescue Department to address concerns of life safety.
c.
Street layout and alignment.
(i)
General principles: The following principles should be followed in street layout and design:
I.
Streets should be designed with short gentle curves, neckdowns, and changes in grade to break the sight line of the road into smaller visual elements and cause drivers to slow down.
II.
Encourage the use of rectilinear or grid patterns to interconnect streets as well as a mix of street types.
III.
Incorporate tee intersections that afford terminating vistas and fewer possible vehicle-vehicle and vehicle-pedestrian conflicts.
(iii)
Multiple street intersections: Intersections of more than two streets shall be avoided unless specific conditions of design indicate otherwise. It must be evidenced that all street intersections and confluences encourage safe traffic flow.
(v)
Horizontal curve radius: Where there is a deflection in horizontal center lines in excess of 5° within a given block at any given point, a horizontal curve shall be inserted with a center line radius of not less than:
(vi)
Vertical curve radius: Where there is a deflection in vertical center-lines within a given block at any point in excess of 6°, a curve shall be inserted with a radius of not less than:
I.
Arterial/Major collector streets = 300 feet.
II.
Minor collector/local streets/alleys = 150 feet.
III.
Where there is a deflection in a vertical center line within a given block at any point in excess of 2.5%, a curve shall be inserted with a radius of not less than 100 feet.
[Added 3-1-2016 by Ord. No. 7200]
(vii)
Gradient of streets:[1]
I.
Gradients of streets shall be at least 0.5%; 1% is desirable.
II.
Gradients of streets shall not exceed 5% for arterial and major collector streets and 6% for minor collector and local streets.
III.
Intersections with collector or local streets: Grades shall not exceed 2% for the 100 feet closest to any predetermined stopping points with collector (major or minor) or local streets such as T-intersections or four-way intersections as determined by the City Engineer.
[Amended 10-6-2020 by Ord. No. 7656]
IV.
Intersections with arterial streets: Grades shall not exceed 2% for the 250 feet closest to any predetermined stopping points with arterial streets (major or minor) such as T-intersections or four-way intersections.
V.
In order to preserve trees or other natural features, the City Engineer may approve grades steeper than the minimum requirements in this Ordinance that meet the criteria established in the latest edition of the AASHTO Policy on Geometric Design of Highways and Streets.
VI.
No gradient change shall be more than 3% in 100 feet.
[1]
Editor's Note: Former Section 4-100D.1.c(vii), Tangent between vertical curves, was repealed 10-6-2020 by Ord. No. 7656. This ordinance also redesignated former Subsections D.1.c(viii) and (ix) as Subsections D.1.c(vii) and (viii), respectively.
(viii)
Cross slope: All public streets shall have a minimum cross slope of 2%.
d.
Clear sight triangle: On any street intersection, a clear sight triangle shall be established according to the dimensions in the Table 4-100D-1 below.
[Amended 1-18-2011 by Ord. No. 6641]
(i)
No construction, planting or grading shall be permitted to be erected, placed, planted or allowed to grow within the clear sight triangle in such a manner as to materially impede vision.
(ii)
A clear view is to be maintained between a height of 2 1/2 feet and 10 feet above the plane surface of this triangular area.
(iii)
Permanent easements may be required to preserve the clear zone.
Table 4-100D-1 Clear Sight Triangle Dimensions [Amended 3-1-2016 by Ord. No. 7200] | ||
|---|---|---|
a. | All-Way Stop Controlled Intersections | |
Posted Speed Limit (mph) | Dimension "X" Stopping Sight Distance (SSD), feet | |
25 | 200 | |
30 | 250 | |
35 | 305 | |
40 | 360 | |
45 | 425 | |
50 | 495 | |
55 | 570 | |
b. | Partially Controlled Intersection (Stop Controlled on Minor Road) | |
Posted Speed Limit (mph) | Dimension "X" Stopping Sight Distance (SSD), feet | |
25 | 335 | |
30 | 390 | |
35 | 445 | |
40 | 500 | |
45 | 555 | |
50 | 610 | |
55 | 665 | |
e.
Traffic calming.
[Amended 10-6-2020 by Ord. No. 7656]
(i)
Streets shall be laid out in such a manner as to encourage the flow of traffic at slow speeds and so that their use by non-local traffic will be discouraged without impairing the overall efficiency of traffic. The types of traffic calming features and geometric requirements shall be in accordance with the criteria of the City of Crystal Lake Traffic Calming Policy referenced in the Appendix and approved by the City Engineer.
(ii)
Off-site impacts: In cases where the traffic study shows that the proposed new development traffic will likely impact the streets of an adjacent or nearby existing neighborhood, the off-site traffic calming measures may be required as a condition of approval. The City Engineer shall approve the appropriate location(s) and device(s) to be implemented by the developer on off-site streets prior to the first certificate of occupancy.
f.
Other street types.
(i)
Culs-de-sac: Refer to the City Standard Details.
[Amended 10-6-2020 by Ord. No. 7656]
(ii)
Stub streets: A temporary cul-de-sac (standard or "T") shall be provided at the terminus of all dead-end or stub streets.
[Amended 10-6-2020 by Ord. No. 7656]
I.
The right-of-way lines and constructed pavement shall be extended to the boundary line of the proposed subdivision if the adjacent property is undeveloped.
II.
Type III barricades and "Street Closed" signs shall be erected at the terminus during the construction phase.
III.
At the completion of the street construction, three "end of roadway" signs (MUTCD Standard OM4-1) with reflective diamonds shall be erected at the terminus.
IV.
The following notation shall be placed on the subdivision plat: "Future access connection for adjacent development, to be removed upon the extension of the street." It also shall be noted on the plat that no direct access to the "T" turnaround shall be permitted until such time as the temporary "T" turnaround is removed and the street extended.
(iii)
Half streets: The construction of half streets is prohibited except where essential to the reasonable development of this regulation and where the Planning and Zoning Commission and the City Council finds it will be practicable to require the dedication of the other half when the adjoining property is developed. Wherever a half street is adjacent to a tract to be developed, the other half of the street shall be planned within such tract.
(iv)
Private streets acceptance requirement. The following criteria must be met and verified prior to the dedication to the City.
[Amended 10-6-2020 by Ord. No. 7656]
I.
Streets shall be built to City standards for the appropriate street classification in accordance with the provisions of this Ordinance and all other applicable City standards.
II.
Streets that invite the public in shall have all traffic control features, such as striping or markers, in conformance with the Manual of Uniform Traffic Control Devices (MUTCD).
III.
All properties served by the street shall provide adequate access for emergency vehicles and shall conform to the approved local street numbering system.
V.
All streets shall have a sign and name meeting City standards.
(v)
Frontage roads/access restrictions: Provisions shall be made for serving lots abutting arterial streets by either the use of frontage roads, restriction of access to internal subdivision streets or shared driveway access (refer to the Access Management Manual in the Appendix). Screening shall be required along the arterial frontage should a frontage road not be provided. These provisions are intended to provide adequate protection of residential properties and to afford separation of through and local traffic.
g.
Overland flood route: Streets are the preferred routing of the overland emergency floodway. Cross sections shall be graded to produce a depth of water not exceeding six inches at the center line of the street (or highest point in the pavement cross-section).
h.
Street and curb intersection lines: Street intersections shall be as nearly at right angles as is possible and in no case shall be less than 60°. All curb corners shall have radii of not less than 25 feet and, at intersections, not less than 30 feet (as measured from the back of curb). Larger radii may be required by the City Engineer for intersections of collector or arterial streets.
i.
Curb and gutter:
[Amended 3-1-2016 by Ord. No. 7200]
j.
Speed bumps: No speed bump or other such obstruction shall be constructed, placed or maintained on any public street, or any other paved area within the City. Speed tables or raised crosswalks, when utilized as a traffic calming measure, may be permitted with the approval of the City Engineer after a traffic study shows that this device is warranted.
k.
Subdivisions in unincorporated areas: In subdivisions outside of the corporate areas, but within the 1 1/2 mile area, street improvements shall conform to the same minimum standards of improvements as required by the appropriate township district or county.
l.
Street names.
[Amended 10-6-2020 by Ord. No. 7656]
(i)
Street names shall not be similar to or duplicate any other existing street within the City or the portions of the townships and municipalities within the Crystal Lake Rural Fire Protection District. The names of all streets must be approved by the City Council, the City of Crystal Lake Community Development Department, the local Fire Protection District and the local Post Office.
(ii)
New streets that are extensions of or in alignment with existing streets shall bear the name of the existing street wherever possible.
(iii)
Street name signs shall be erected at all street intersections.
(iv)
Signs and sign posts shall meet the minimum requirements set forth in the Standard Details. Only signs authorized by the highway authority having jurisdiction and in compliance with the Traffic Control Manual shall be permitted to be placed, displayed or maintained within the right-of-way.
(v)
A sign inventory is required upon placement of the binder course for all streets open to public traffic. The developer shall reimburse the City 100% of the costs associated with the sign inventory, if any, including all materials and installation costs for missing signs.
m.
Regulatory and directional signs: Regulatory and directional signs shall be erected at locations indicated by the City Engineer and consistent with the requirements of the MUTCD.
n.
Access: Refer to the Access Management Manual in the Appendix.
o.
Reserve strips: Reserve strips controlling access to streets shall not be permitted.
p.
Adjacent and continuous improvement requirements: When the limits of required improvements are within 250 feet of an existing widened section of roadway, the improvements shall be extended to connect with the existing widened section, maintaining continuity and lane alignment, unless it is not warranted, as determined by the City Engineer.
Table 4-100D2: Summary of Street Design Standards [Amended 10-6-2020 by Ord. No. 7656] | ||||||
|---|---|---|---|---|---|---|
Major Arterial | Minor Arterial | Major Collector | Minor Collector | Local/Alley | Code Section | |
Street Center Line Offsets | Min. 200' (or as required for turn lane storage and taper) | 4-100D-1c (ii) | ||||
Reverse Curve - Tangent | Min. 300' | Min. 100' | 4-100D-1c (iv) | |||
Horizontal Curve - Radius | 350' | 200' | 4-100D-1c (v) | |||
Vertical Curve - Radius | Min. 300' | Min. 150' | 4-100D-1c (vi) | |||
Gradient of Streets | Min. 0.5% Max. 5.0% | Min. 0.5% Max. 6.0% | 4-100D-1c (viii) | |||
Gradient @ Intersections | Max. 2.0% for 250 feet | Max. 2.0% for 100 feet | 4-100D-1c (viii) | |||
Gradient Change | Max. 3.0% in 100 feet | 4-100D-1c (viii) | ||||
Clear Sight Triangle (along center line from ROW) | 60' | 50' | 40' | 30' | 20' | 4-100D-1d |
Traffic Calming - Spacing | N/A | Min. 200' | Max. § 1200' | 4-100D-1e (ii) | ||
Cul-De-Sac - Length | N/A | Max. 500' | 4-100D-1f (i) | |||
Standard Asphalt Pavement (Surface/Binder/HMA-Base/Aggregate Base) | 1.5"/2.5"/8"/4" | 1.5"/4.5"/ 0"/12" 1.5"/2.5"/ 7"/4" | 1.5"/4"/ 0"/12" 1.5"/2.5"/ 6"/4" | 1.5"/2.5" /0"/12" 1.5"/2.5"/ 4"/4" | Appendix | |
Standard Concrete Pavement | 10"-11" PCC/6" Stone | 9"-10" PCC/6" Stone | 8" PCC/6" Stone | 8" PCC/4" Stone | Appendix | |
Asphalt Thickness | Surface Course: Min. 1.5" thickness | Binder Course: Min. 2.25" per lift | Appendix | |||
Overland Flood Route | Max. 6" depth | 4-100D-1g | ||||
Intersection Curb Radii | Min. 30' (larger radii may be required) | 4-100D-1h | ||||
2.
Sidewalks.
a.
Sidewalk width.
(i)
All sidewalks constructed on City streets shall be five feet wide, except as noted in this section.
(ii)
Where a new sidewalk at its termini abuts an existing sidewalk(s), it shall match that dimension but be no less than four feet in width.
(iii)
Where the sidewalk is immediately adjacent to the travel lane (i.e., carriage walk), it shall be no less than six feet in width.
b.
Sidewalk thickness.
(i)
Concrete sidewalks in the public right-of-way shall be not less than four inches in thickness.
(ii)
Where the sidewalk extends through a residential driveway, the walk shall be no less than six inches in thickness.
(iii)
For commercial/industrial properties, the thickness through driveways shall be eight inches minimum.
c.
Corner lots: For corner lots, the sidewalks shall be extended to the curblines to provide pedestrian crossings in all directions at each street intersection.
d.
Driveways: All sidewalks are to extend through driveways, unless said driveway is constructed of concrete, in good condition and at proper grade. Concrete driveways shall have tooled joints in the sidewalk through the approach.
e.
Accessibility.
(i)
All sidewalks shall be constructed in such a manner so as to provide access to the sidewalk at the curbline for handicapped persons by means of an inclined ramp. All grades must meet the latest guidelines and standards of the American with Disabilities Act.
[Amended 6-3-2014 by Ord. No. 7034]
(ii)
Curb ramps shall include detectable warnings using prefabricated plates per the City Standard Detail.
(iii)
Curbs shall be depressed where sidewalks intersect curblines for the full width of the sidewalk to provide for sidewalk ramps.
(iv)
Refer to the City Standard Details for additional information.
[Amended 10-6-2020 by Ord. No. 7656]
f.
Permits: A permit issued by the Community Development Department shall be required for all sidewalk installations.
[Amended 6-3-2014 by Ord. No. 7034]
g.
Where required: Sidewalks shall be constructed if none exist whenever any new development, nonresidential or residential is erected, unless a variation to this requirement is granted by the City Council after a recommendation by the Planning and Zoning Commission.
3.
Bicycle and pedestrian facilities.
a.
Separate facilities: Separate bicycle facilities shall be provided on all new collector and arterial streets unless waived by the City Engineer.
b.
c.
On-street combined parking/bike lane.
(i)
Permitted on major or minor collector streets.
(ii)
Combined parking/bike lanes shall be at least nine feet wide (including the gutter) on both sides of the road to allow use by on-street vehicular parking and occasional bicycle traffic.
(iii)
Combined parking/bike lane shall not be signed as an officially designated "Bike Route" due to shared traffic.
d.
On-street wide outside curb lanes.
4.
Driveways and parking areas.
a.
Driveway permit: A permit shall be required for any new access to a publicly maintained street and shall conform to the requirements of this Ordinance and the Access Management Manual in the Appendix.
b.
Access management: Refer to the City's Access Management Manual in the Appendix and the City's Standard Details for additional driveway guidelines and requirements.
E.
Street standards for conservation design.
1.
Roadway design.
a.
All streets in a conservation design development, whether publicly dedicated or private, shall be developed to the standards specified in this Ordinance unless modified as below:
(ii)
Parking restrictions for one or both sides of the street are required for certain roadway configurations in order to justify the pavement width reductions allowable in conservation design.
(iii)
The right-of-way and pavement width of any interior local street within a conservation design development shall meet the following requirements in the table below. Right-of-way 90 feet or more may be required if a rural cross section with vegetated swales is utilized. Pavement width at intersections with other public streets may need to be increased as determined by the City Engineer.
[Amended 10-6-2020 by Ord. No. 7656]
Typical Local Street Specifications [Amended 10-6-2020 by Ord. No. 7656] | |||
|---|---|---|---|
Street Type | On-Street Parking | Pavement Width (edge-to-edge) | Right-of-Way |
Two-Way Street | None | 20' | Min. 60' |
One Side | 24' | ||
One-Way Street | None | 20' | Min. 60' |
One Side | 20' | ||
(iv)
Reinforced grass mat products shall be used along the outside edge of the ribbon curb if on-street parking is not prohibited.
(vi)
Non-local streets, such as collectors or arterials, shall meet the improvement and design standards required by this Ordinance for all other streets not within a conservation design development.
b.
The applicant must demonstrate through a traffic study by one of the City's approved traffic consultants that access to the development has the capacity to handle traffic generated by the proposed project and the site layout is developed according to standards that promote road safety, provide adequate access for emergency vehicles, and allow for adequate vehicular circulation and movement.
2.
Sidewalks and bicycle paths.
a.
Sidewalks shall be installed on at least one side of a street and may be required by the City Council to be installed on both sides of a street. Sidewalks shall connect residential areas to common open space areas, and provide convenient pedestrian access throughout the conservation design development and from the development site to other areas of the City. The City Council may waive all or a portion of the sidewalk requirements.
b.
Sidewalks located within a public street right-of-way shall be paved and have a width of five feet, unless used to accommodate bicycle traffic, in which case the standard width may be exceeded. Sidewalk with a minimum width of four feet may be approved by the City Engineer as an impervious area reduction measure if sidewalk is constructed on both sides of the street.
c.
When the conservation design development provides a pedestrian system with access equal to or greater than the provision of sidewalks along public street rights-of-way, said pedestrian system may be installed in lieu of sidewalks along public streets.
d.
Sidewalks dedicated and/or intended for public use shall be paved with a hard, dust-free surface such as asphalt, brick, pavers, or concrete. The use of alternative paving materials for sidewalks such as permeable pavers may be permitted (subject to City Engineer approval).
3.
Driveways.
a.
Private drives, parking areas, and walkways in a conservation design development may be built with alternative surfaces and designs, including permeable pavers, subject to the approval of the City Engineer.
b.
Shared or common drives shall be permitted and shall comply with the following standards, provided there is a recorded covenant applicable to the properties utilizing such drive which establishes standards for its maintenance and use.
(i)
A common drive may serve multiple units and may be built to serve residential or nonresidential uses. A common drive shall extend from a public or private street and may connect to other existing or planned public or private streets. A maintenance agreement running with the land for the shared driveway must be executed by all units served and recorded with the County Recorder's Office.
c.
Culs-de-sac should be designed so the center landscaped area is designed to accommodate stormwater storage.
[Amended 10-6-2020 by Ord. No. 7656]




































































































































