HomeMy WebLinkAboutMONTAVA - PHASE E TOWN CENTER - BDR220003 - MONTAVA SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS’
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6"1"1 1/2"R.
1'-6"
2" R.
4-1/2"12"6"OUT FALL CURB & GUTTER
8" BARRIER CURB
6"1'-0"a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement.
6"6"6"1'-6"18"10"8"ROADWAY
PAVEMENT
FL LF
6" MOUNTABLE CURB
1 1/4"
BARRIER CURB (KEY WAY OR EPOXY)
1/8" TO 1/4"R.
1"± 1/4"
CONCRETE PAVEMENT
(SECTION B)
1 1/2"
3"
ASPHALT OR
6"
1 1/2"R.
1 1/2"
(SECTION M)
MOUNTABLE CURB (KEY WAY OR EPOXY)
3 1/2"3"
1"± 1/4"
1"R.
6"4"
1/8" TO 1/4"R.
6" w/concrete pavement
8" w/asphalt
*
*
6"
1-1/2"
b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only.
Notes:REVEAL(CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL)6"(FORT COLLINS ONLY)
1-1/2" TO
Driveway
Driveway Sidewalk
SECTION A-A
Detached Sidewalk
Attached Sidewalk
AttachedDetached
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.
Cross section of post
SW SAMPLE AVE
2400
*12 Gauge
CRITERIA FOR SINGLE POST
Max. Sign
Panel
Telespar 22F12A O3PG
Anchor Post *
Telespar 20F12P-10PG
Post *
36"x36"2.25"x2.25"x3'-0"2"x2"x12'-0"
NOTES:
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
4. Anchor Stub and post are square steel tube (perforated).
5. All "No Parking" signs shall be installed at 45° from Flow Line.
6. R1-1 "STOP" sign 30" High Density/Diamond Grade.Sign mounted to post with 1each drive rivet with nylon
washer against sign face (on Top of the Sign). sign shall be mounted with 1 each 5/16"x2 1/2" Hew Bolt with
nylon washers against sign face (on Bottom of the Sign). Secured with 1 each 5/16" Hex Nut on the back
side of Post.
7. 4" Core Drill in Asphalt or Concrete or provide a 4" PVC sleeve cut flush to the surface for placement of
anchor post. Voids to be filled in with sand or other fine suitable material.
SW SAMPLE AVE
2400
ATTACHED SIDEWALK DETACHED SIDEWALK8"8"30"7'-0"3' (min.)
BOC (min.) Clearance3'2 each 8" Blades mounted to Post
with 4 each Drive Rivets with Nylon
Washers
8"30"7'-0"1'
8"3'3" - 6" Above Grade (TYP)(min.) Clearance(min.)
Telespar Post
4" - 6" Below Grade (TYP)
Concrete or AsphaltSand or other
fine suitable material
Transition back of walk (typ.)
Broom finishBroom finish
SECTION A-A
MID-BLOCK LOCATION
Varies *
1:12
Slope
(max.)
1:50 see note 2 Flowline(max.)Slope
1:12
5'A Varies *
Wood float finish thru ramp Slope1:12Slope
1:12
CORNER LOCATION
ramp
finish thru
Wood float
Broom finish
A
Varie
s
*(max.)AA5'(max)(Radius varies)
(typ.)
back of walk
Transition
2
Broom finishBACK OF WALK / LANDINGRetaining Curb (Optional)12"(max.)(min.)TWalk
Curb
Gutter
NOTES:
1. T = Concrete thickness, 6" minimum for entire ramp area.
2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning).
3. See CONST. DWG. 1606(a) and 1607 for Fort Collins.
4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer.
5. 0" Curb height, See Section A-A.
6. Standard Curb and Gutter Section , See Standard Drawing 701.
2'-0" (min)
6"
Walk
Gutter
Curb Varies *Detectable Warning
1/4" per ft.
1" per ft.1" per ft.1" per ft.1" per ft.
On a radius hold 6" at the
corners of the truncated
dome warning.2"Retaining
Curb
(Optional)
6"
* Curb to match slope
of sidewalk, Ramp length
not to exceed 15'-0"
See Note 6
See Note 5
See Note 5
See Note 6
Detectable Warning,
See Note 4
Detectable Warning,
See Note 4
Retaining Curb (Optional)
to retain ground behind
the walk, if needed
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)
Flare
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 14" 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. 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.
6. 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
7. 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 (ma
x
)
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
(TYP.)SIDEWALK
SIDEWALK0" Curb Height,
See Section A-A
(TYP)
Standard Curb
and Gutter,
See Standard
Dwg 701 (TYP)
Pedestrian
Landing Area,
See Note 2
2' (min)