HomeMy WebLinkAboutCHERRY STREET COTTAGES - FDP180024 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANS (9)Lip
FL
Back of curb
Right of Way Line
NOTE:
1. Concrete driveway must be
provided to the property line.
2. 0" Curb Height,
See Section A-A
3. Standard Curb and Gutter
Section, See Standard
Drawing 701
X
W
X
1:50 (max.)
Property Line
N.T.S.
SECTION A-A
1" per ft.
X = Curb Transition Length
Y = Parkway Width Varies
W = Driveway Width, See
Standard Drawing Series 707
T = Concrete Thickness - 6" Residential,
8" Commercial
A
A
PERSPECTIVE
1:50 (max.)
x=2' (min.) Driveway Width x=2' (min.)
W = Width
Refer to Chapter 25 for minimum removal dimensions.
Expansion Joint if drive
continues as concrete
6"
Walk Y
2"
ROW
Y
Detached
Sidewalk
Ramp if necessary Ramp if necessary
Varies
1/4" per ft.
1:12 (max.)
1/4" per ft.
Varies ** Varies **
Ramp Length Ramp Length
Detached Detached
1" per ft.
1:12 (max.)
See note 3
See Note 2 See Note 2
See Note 3
** Ramp length not to exceed
15'-0", slope must be uniform.
1
2" min - 2" max
1:12 (max.) 1:12 (max.)
T
T
Driveway
Driveway Sidewalk
SECTION A-A
Detached Sidewalk
Attached Sidewalk
Detached Attached
All Sidewalk Thickness Shall Be 6" minimum.
Sidewalk
NOTE:
1. Sidewalk grade shall remain consistent across driveway
2. For driveway design requirements, see CONST. DWG. Series 706 & 707
3. This detail applies to Residential & Commercial driveways.
6"
2'-0"
6'-0"
T.C.
F.L.
Lip
1/2" Expansion
Joint Material
1/2" Expansion
Joint Material
8" Commercial
6" Residential
A
A
Sidewalk
Min.
12'- 20'
ROW
Concrete Pavements
8'
Esmt.
Util.
8'
Back of Conc.
20
18
16
14
12
FT.
Width
Alley
a
FT.
b
FT.
Driveway Flare
DRIVE
WAY
b
a ALLEY
DETAIL 1
Surface same
as driveway
Flare
Sidewalk
10'
ALLEY
DETAIL 2
10'
10' 10'
STREET
FORT COLLINS ONLY
3' (min.) Fence Setback
Esmt.
Util.
0
2'
4'
5'
6' 8'
8'
8'
6'
0
*
*
ROADWAY WIDTH: 12' to 20'. (20' width required for commercial and industrial areas)
RIGHT OF WAY WIDTH: 12' to 20'. (20' width required for commercial and industrial areas)
PARKING: None. Parking must be provided on private property.
WHERE USED: An alley may be used to provide secondary vehicular access only to the rear of properties
served by a street, if allowed by city code.
DESIGN SPEED: 15 MPH
SPEED LIMIT: 15 MPH.
DRIVEWAY CONNECTIONS TO ALLEYS: Driveway connections to alleys must be flared in accordance with
Detail 1.
ALLEY CONNECTIONS TO STREETS: Where an alley intersects the right of way for a street 10' x 10' corner
cuts shall be dedicated as R.O.W. for visibility as shown in Detail 2 below. These areas may be landscaped no
higher than 12". No fences may encroach into this area.
CONTINUITY: Alleys are limited in length to 660 feet.
GARAGE DOOR SET BACK: Option 1: 8' for fences placed with a setback equal to 8' or more.
Option 2: 20' feet minimum for fences placed less than 8' from the edge of the alley.
FENCES: Fences may be placed as close as 3' from the right-of-way line on private property when the garage
door is set back at least 20' from the right-of-way. Minimum setback is 8' for garage door setback less than
20' from the right-of-way.
Building setbacks shall be in accordance with the Land Use Code.
(PRIVATE DRIVE)
Chapter 22, Materials & Construction Specifications
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
Radius = 8"
1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches
from flow line as shown.
2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 1
4" per foot.
3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity.
4. Wood float finish is required over the sloped surface of ramp and flares.
5. A 6" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall match
style of adjacent curb and gutter.
6. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a
maximum width of 8 feet.
7. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material
to be approved by local engineer
8. T = Concrete thickness, 6" minimum for entire ramp area.
SECTION A-A
PLAN VIEW
N.T.S.
N.T.S.
NOTES:
2' Transition (TYP.)
4' (min)
6"
2'
1:20 (max)
1:12 (max)
T, See Note 8
0" Curb
Lip of Gutter
Detectable
Warning
A
A
1/2" per ft.
1" per ft.
Flare
Curb
Flare Detectable Warning
Curb Option,
See Note 5
Curb
(TYP.) SIDEWALK
SIDEWALK
0"
Curb
Height,
See
Section
A-A
(TYP)
Standard
Curb
and
Gutter,
See
Standard
Dwg
701
(TYP)
Pedestrian
Landing
Area,
See
Note
2
2' (min)
SHEET NUMBER
JOB NUMBER
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
SEAL
PROJECT
SHEET TITLE
SORENSEN ENGINEERING & CONSTRUCTION, LLC
CIVIL / ENVIRONMENTAL ENGINEERING
1901 BEAR COURT
FORT COLLINS, CO 80525
PHONE: 970 590-1579
SEC
REVISIONS
A DRIVEWAY ACCESS
C5.0
F PIPE TRENCH DETAIL
C5.0
B SIDEWALK
C5.0
C DRIVEWAY
C5.0
DETAILS
PS
CH N/A
C5.0
E SANITARY SERVICE CONNECTION
C5.0
G WATER METER
C5.0
OWNER:
EVAN GILMARTIN
2519 S. SHIELDS ST
FORT COLLINS, CO
970-308-3927
FORT COLLINS, CO
CHERRY STREET COTTAGES
D WATER SERVICE CONNECTION
C5.0
H CURB AND GUTTER - PRIVATE PROPERTY ONLY, NOT ROW
C5.0
I ACCESS RAMP
C5.0
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Traffic Engineer
Parks & Recreation
Date
Date
City Engineer
Stormwater Utility
Water & Wastewater Utility Date
12/21/2018
paul@secengineering.net