INTERSECTION

12'

Travel

104' Roadway

(min.)Pkwy.

(min.)Walk

6'10'

Travel

Travel7'

LaneBike

12'

12'

Travel

12'

16'Median

140' ROW (min.)10'

Travel

BikeLane

7'

12'

12'

Travel

Pkwy.(min.)

6'

BIKE LANES: Two lanes, 5' wide (exclusive of gutter).

RIGHT TURN LANE: 12' wide, required at intersections or accesses receiving more than 200 right turning vehicles per hour.

TRAVEL LANES: Six lanes, 12' wide (exclusive of gutter or 12" from face of curb where no gutter).

RIGHT OF WAY WIDTH: 140' (min.) plus 14' and 25' (min.) utility easement.

ROADWAY WIDTH: 104'

Util.25'

Esmt.Util.

Esmt.

14'

LOVELAND ONLYFence

Setback

Landscape Yard BufferYard Width

Varies

14'

6' 10' 5'

1'

4'1'12' 5' 12'

2'

10' 6'

25'

Varies

U.E. U.E.Walk Walk

2'

1' 1'

LINK

Walk(min.)

CURB AND GUTTER: Vertical curb and gutter.

LANDSCAPING: Tree Lawn, Median, and Buffer Area landscaping maintenance shall be the responsibility of

FENCES: Fences shall be placed outside of the landscape buffer yard.

ACCESS: No primary access to individual lots. 1/2 mile spacing for signalized intersections.

WHERE USED: These specifications shall apply as required by the Local Entity when a major arterial street is shown

pedestrian traffic in and leading to activity centers.

PARKING: None.

on the Master Street Plan, or when the traffic volume on the street is anticipated to be 32,001 to 48,000 vpd.

TREE LAWN: 10' (min.) wide. Additional width optional.

POSTED SPEED: 45 MPH

DESIGN SPEED: 50 MPH

CONTINUITY: Unlimited

the adjacent property owner, HOA or Metro Districts.

MEDIAN: Center Median: 16' wide. (4' wide in left turn lane area). Colored concrete (6" flag stone brown) painted orlandscaped. 7-2 See CONST. DWG. 801.

BUFFERED BIKE LANE OPTIONS: Options will vary depending on the project and will require City Engineer approval.

LANDSCAPING: Tree Lawn, Median, and Buffer Area landscaping maintenance shall be the responsibility of

FENCES: Fences shall be placed outside of the landscape buffer yard.

ACCESS: No primary access to individual lots. 1/2 mile spacing for signalized intersections.

WHERE USED: These specifications shall apply as required by the Local Entity when a major arterial street is shown

SIDEWALK: 6' (min.) wide detached by at least 10'. Additional width may be required for higher pedestrian traffic in and leading to activity centers.

on the Master Street Plan, or when the traffic volume on the street is anticipated to be 32,001 to 48,000 vpd.

TREE LAWN: 10' (min.) wide. Additional width optional.

POSTED SPEED: 45 MPH

DESIGN SPEED: 50 MPH

CONTINUITY: Unlimited

MEDIAN: Center Median: 16' wide.

Note: Cross Section may vary onState Highways, approved corridor studies oradopted IGA's with adjacent jurisdrictions.

2'

Bike lane with 3' buffer option

Bike lane with 3' buffer option

LaneBike

LaneBike

Travel

7'

LaneBike

11'

3'Buff

5' 11'2'

LaneBike

3'Buff

11' with Buffered Bike Lane options

5' 12'2'

11'

LaneBikeBuff

3'

Bike lane with 3' buffer option

12'12'12' 12' 12' 12'

ROADWAY WIDTH: 80' between intersections; 104' at intersections; 116' at intersections with double left turn lanes.

RIGHT OF WAY WIDTH: 120' (min.) between intersections; 140' at intersections plus 28' (min.) utility easement.

TRAVEL LANES: 4 lanes, 12' wide (exclusive of gutter or 12" from face of curb where no gutter).

LEFT TURN LANE: 12' wide, required at intersection.

BIKE LANES: 2 lanes, 5' wide (exclusive of gutter).

PARKWAY: 10' (min.) width. Additional width optional.

SIDEWALK: 6' (min.) wide if detached by at least 10'. Additional width may be required for higher pedestrian traffic in and leading to activity areas.

WHERE USED: These specifications shall apply as required by the Local Entity when a major arterial street is shownon the Master Street Plan, or when the traffic volume on the street is anticipated to be 16,001 to 32,000 vpd..

ACCESS: No primary access to individual lots permitted. 1/2 mile spacing for signalized intersections.

PARKING: None.

CURB AND GUTTER: Vertical curb and gutter.

Travel

6' 10'

7'

BikeLane

INTERSECTION

6'

Walk(min.)

Travel

80' ROADWAY

120' ROW (min.)

12'

Travel

16'

Center

Pkwy(min.)

10'

7'

Travel

BikeLane

14'

Esmt.Util.

POSTED SPEED: 45 MPH

LANDSCAPING: Tree, Lawn, Median, and Buffer Area landscaping maintenance shall be the responsibility of

DESIGN SPEED: 50 MPH

LOVELAND ONLY

Median

CONTINUITY: Unlimited.

2'

Varies 10'

WalkU.E.14'

6' 7'

1'

4'1'12' 12'5' Varies

U.E.14'

Walk

10' 6'

the adjacent property owner, HOA, or Metro Districts.

1' 1'

LINK

(min.)Walk (min.)

Pkwy

FenceSetback

Landscape Yard BufferYard Width

MEDIAN: Center Median:18' wide (6' wide in left turn lane area). Colored concrete, painted, or landscaped. SeeTable 7-2. (6" concrete flag stone brown)

FENCES: Fences shall be placed outside of the landscaping buffer yard.

14'Util.

Esmt.

SetbackFence

BUFFERED BIKE LANES OPTIONS: Options will vary depending on the project and will require City Engineer approval.

Note: Cross Section may vary onState Highways, approved corridor studiesor adopted IGA's with adjacent jurisdrictions.

2'

BikeLane

BikeLane

11' with Buffered Bike Lane option.

12'

12'12'

12' 12'12'12'

5' 12'2'

11'

LaneBikeBuff

2'

Bike lane with 2' buffer option

2'

Bike lane with 2' buffer option

Travel

7'

LaneBike

11'

2'Buff

Bike lane with 2' buffer option

5' 11'2'

LaneBike

2'

Buff

Travel 7'Travel

LaneBike

LaneBike

100' ROW (min.)

56' Roadway (min.)

7'

6'

Walk(min.)

(min.)Pkwy.

10'Pkwy.

6'

(min.)

10'

13'13'

MEDIAN: 14' (min.) Painted median if required or 16' (min.) raised median if required.

CURB AND GUTTER: Vertical.

FENCES: Fences shall be placed outside of the landscaped buffer yard.

LEFT TURN LANES: 12' wide, required at intersection.

TRAVEL LANES: Two lanes, 13' wide. 12' wide with Buffered Bike Lane option.

RIGHT OF WAY WIDTH: 100' (min.) plus 28' (min.) utility easement.

ROADWAY WIDTH: 56' (min.) (Widen where a right turn lane is required).

traffic in and leading to activity areas.

PARKWAY: 10' (min.) width. Additional roadway and right of way width optional.

SIDEWALK: 6' (min.) wide if detached by at least 10'. Additional width may be required for higher pedestrian

WHERE USED: These specifications shall apply as required by the Local Entity when a Collector street is shown

PARKING: None

DESIGN SPEED: 45 MPH

POSTED SPEED: 40 MPH

LOVELAND ONLY

CONTINUITY: Unlimited

BIKE LANES: Two lanes, 5' wide (exclusive of gutter).

(min.)Walk

* Continuous left turn lane as determinedby the Local Entity. Additional auxiliary lanesmay be needed as determined by the LocalEntity. Raised median may be required.

LANDSCAPING: Tree, Lawn, Median, and Buffer Area landscaping maintenance shall be the responsibility ofthe adjacent property owner, HOA or Metro Districts.

Landscape Yard BufferYard Width

Esmt.Util.14'

Setback

Fence

on the Master Street Plan or when the traffic volume on the street is anticipated to be 7,000 to 16,000 vpd.See Table 7-2.

ACCESS: No primary access to individual lots. See Table 7-2.

16'

Median*

Fence

Setback

14'

Esmt.Util.

BUFFERED BIKE LANE OPTIONS: Options will vary depending on the project and will require Engineer approval.

2'

Bike lane with 2' buffer option

Travel

7'

LaneBike

12'

2'Buff

14'

Median*

34' ROADWAY

58' ROW (MIN.)

7'

SIDEWALK: 5' (min.) width detached. Additional width may be required within and leading

ACCESS: No limit.

MEDIAN: None. Additional width required for development requesting medians.

WHERE USED: These specifications shall apply to streets used in residential areas for local access andcirculation, when the traffic volume on the street is anticipated to be in the range of 201 to 1,000 vpd.

FENCES: Setback a minimum of 3' from the edge of the sidewalk.

PARKING: Two lanes 7' wide shared with bikes.

CURB AND GUTTER: Vertical, rollover, or driveover.

PARKWAY: 6' (min.) width where vertical curb is used. 7' (min) where drive over or rollover is used.

BIKE LANES: Share street.

RIGHT OF WAY WIDTH: 58' (min.) plus 28' (min.) utility easement.

ROADWAY WIDTH: 34' wide (with parking).

14'

UTIL.ESMT

14' UTIL.ESMT

SPEED LIMIT: 25 MPH

PARKWAY LANDSCAPING: Tree, Lawn, Median, and Buffer Area landscaping shall be the responsibility ofthe adjacent property owner, HOA or Metro Districts.

DESIGN SPEED: 25 MPH

LOVELAND ONLY

to activity areas.

CONTINUITY: Streets are limited in length to 660 feet.

10' 10' 7'7'PARK'G TRAVEL TRAVEL PARK'G

WALK5' 7'

PKWYDETACHED

DETACHED5' WALK

w/ rollovercurb

PKWYw/ rollover

curb

8'Travel PARKING

50' ROW (min.)

28' Roadwayw/curbPKWY

6'

10'10'

MEDIAN: None. Additional width required for development requesting medians.

CURB AND GUTTER: Vertical, rollover, or driveover.

FENCES: Setback a minimum of 3' from the edge of the sidewalk.

PARKING: One side for 28' roadway; both sides for 34' roadway.

BIKE LANES: Share street.

RIGHT OF WAY WIDTH: 50' (min.) plus 28' (min.) utility easement.

ROADWAY WIDTH: 28' Wide with parking on one side, 34' with parking on both sides.

PARKWAY: 5' (min.) width where vertical curb is used. 6' (min) where drive over or rollover is used.

SIDEWALK: 5' (min.) width detached. Additional width may be required within and leading to activity areas.

DESIGN SPEED: 20 MPH

SPEED LIMIT: 20 MPH

LOVELAND ONLY

CONTINUITY: Streets are limited to 660 feet.

PARKWAY LANDSCAPING: Tree, Lawn, Median, and Buffer Area landscaping maintenance shall be the responsibilityof the adjacent property owner, HOA or Metro Districts.

Esmt.Util.14'

when the traffic volume on the street is anticipated to be up to 500 vpd.

ACCESS: No limit.

14'

Esmt.Util.

Travel

5'WALKDETACHED w/curb

PKWY6' 5'

WALKDETACHED

WHERE USED: These specifications shall apply to streets used in residential areas for local access and circulation,

AFFORDABLE HOUSING USE: In accordance with the Unified Development Code Section

18.17.15.04.F.1, these specifications may be used in designated affordable housing developmentsfor local access and circulation, when the traffic volume on the street is anticipated to be up to 1,000vpd. Any modifications to the specifications will require City Engineer approval in accordance withthe Unified Development Code Section 18.17.15.04.F.2.

SIGNS: "No Parking" signs are required on one side of the street for restricted parking if roadway width is less then 34'.

16'-20' ROADWAY

ROW

PAVEMENTCONCRETE

10'

ESM'T.UTIL.

10'

ESM'T.UTIL.

Back of Conc.

20 0 018 2' 6'16 4' 8'

FT.WidthAlley

aFT.

bFT.

Driveway FlareSidewalk

ALLEY

DETAIL 1

STREET

LOVELAND ONLY

PARALLEL PARKING

SETBACK AT 8'ALLOWED WITH FENCE

TO FENCE3' MIN. SETBACK

ROADWAY WIDTH: 16'-20' (20' min. width required for commercial and industrialareas or as required by City Engineer)

RIGHT OF WAY WIDTH: 16'-20' (20' min. width required for commercial and industrialareas or as required by City Engineer)

TRAVEL LANES: 16'-20' wide (exclusive of gutter 1' shy distance to curb).

PARKING: None. Parking must be provided on private property.

WHERE USED: Secondary access only unless otherwise approved by the City Engineer. Traffic volumeis anticipated to be less than 200 ADT.

DESIGN SPEED: N/A.

ACCESS: Access will be unlimited.

CONTINUITY: Streets are limited in length to 660 feet.

FENCES: Fences may be placed as close as 3' from the right of way line on private property.

DRIVEWAY CONNECTIONS TO ALLEYS: Driveway connections to alleys must be flared.

ALLEY CONNECTIONS TO STREETS: Where an alley intersects the right of way for a street, 10' x 10'corner cuts shall be dedicated R.O.W. for visibility as shown in Detail 1 below. These areas may belandscaped no higher than 24". No fences may encroach.

GARAGE DOOR SET BACK: Setbacks shall be in accordance with the Unified Development Code.

16'-20'

R-O-W

C&G

(Back of Conc.)

LOVELAND ONLY

DETAIL 1

ALLEY

STREET

16 4' 8'

Sidewalk

18 2' 6'20 0 0

AlleyWidth

FT.

Driveway Flare

FT.a

FT.b

DETAIL

ROADWAY WIDTH: 16' to 20' (20' min. width required for commercial and industrial areas

RIGHT OF WAY WIDTH:16' to 20' (20' min. width required for commercial and industrial areas

TRAVEL LANES: 16'-20' wide (exclusive of gutter 1' shy distance to curb).

PARKING: None. Parking must be provided on private property.

WHERE USED: Secondary access only unless otherwise approved by the City Engineer. Traffic volume is anticipated to be less than 250 ADT.

DESIGN SPEED: N/A.

ACCESS: Access will be unlimited.

CONTINUITY: Streets are limited in length to 660 feet.

FENCES: Fences may be placed as close as 3' from the right of way line on private property.

DRIVEWAY CONNECTIONS TO ALLEYS: Driveway connections to alleys must be flared.

ALLEY CONNECTIONS TO STREETS: Where an alley intersects the right of way for a street, 10' x 10' corner cuts shall be dedicated R.O.W. for visibility as shown in Detail 1 below. These areas may be landscaped no higher than 24". No fences may encroach.

GARAGE DOOR SETBACK: Setbacks shall be in accordance with the Unified Development Code.

12"

12"

1' x 1'CONC. EDGE

10'

Util.Esmt.

10'

Util.Esmt.

or as required by City Engineer)

or as required by City Engineer)

ROADWAY WIDTH: See table above.

RIGHT OF WAY WIDTH:

CURB AND GUTTER: optional

WHERE USED: These specifications may be used for estate type developments / 2.5 min. acre lots orwithin separator or transition areas as recommended in other studies adopted by local entities.

BIKE LANES: Bicyclists may use the 5' paved shoulder or share the roadway with motor vehicles.

GARAGE DOOR SETBACKS: Setbacks shall be in accordance with the Unified Development Code.

SIDEWALK: None.

SPEED LIMIT:

DESIGN SPEED:

LOVELAND ONLY

PARKING: No parking permitted on arterial roads. Shoulder may be used for parking on other roads.

GRAVEL SHOULDERS: Surface shall be covered with a minimum of 6" Class 5 or 6 Roadbase.

See Table Below 5'

GravelShoulder

2%2% 2% 2%

5' 4'4'

PavedShoulder

PavedShoulder

GravelShoulder

UtilityCorridor

5'

4:1 4:1

See TABLE 7-2Utility andDrainageEasement

CONTINUITY:

Refer to CONST. DWG. 901

5% (max.)

DRAINAGE MAINTENANCE: The drainage ditches are the responsibility of the adjacent property owner, HOA

CLASSIFICATION WIDTH OF TRAVEL WAY

Lane

Local

Arterial

Collector

Per Local Entity

24'

22'

18'

14' (min.)Utility andDrainageEasement

14' (min.)

5'

5% (max.) 4:1 4:1Travel Way

See TABLE 7-2.

See TABLE 7-4.

See TABLE 7-4.

See TABLE 7-2.

UtilityCorridor

1'x1'Conc. Edge

1'x1'Conc. Edge

or Metro District.