06_Appendix G - Town Standard Details.pdf

TOWN OF BRECKENRIDGE ENGINEERING DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS

Town of Breckenridge Engineering Standards Appendix G Rev. 3/12/2022

APPENDIX G

40' MIN

TOWN OF BRECKENRIDGE

STANDARD DETAILS

CREATION DATE:

LAST REVISION DATE:

11/3/20

FAR SIDENEAR SIDE

50'

M I N

3:1

TAPER

BE ADA ACCESSIBLE.

3. SIDEWALK AND TRANSIT WAITING AREA SHALL

BY TOWN ENGINEER.

TRANSIT WAITING AREA TO BE DETERMINED

2. EXACT LOCATION AND DIMENSIONS OF

ENGINEER.

STREETS OR AS DETERMINED BY TOWN

10' ON LOW VOLUME AND LOW SPEED

1. TRANSIT STOP WIDTH MAY BE REDUCED TO

NOTES:

50' R

50' R

SIDEWALK

TRANSIT WAITING AREA

AND TRANSIT SIGN

STREET LIGHT

Far Side

TRANSIT TURNOUTS

Sheet 1 of 2 Standard Drawing 1

40' MIN

STANDARD DETAILS

CREATION DATE:

LAST REVISION DATE:

11/3/20

FAR SIDENEAR SIDE

BE ADA ACCESSIBLE.

3. SIDEWALK AND TRANSIT WAITING AREA SHALL

BY TOWN ENGINEER.

TRANSIT WAITING AREA TO BE DETERMINED

2. EXACT LOCATION AND DIMENSIONS OF

ENGINEER.

STREETS OR AS DETERMINED BY TOWN

10' ON LOW VOLUME AND LOW SPEED

1. TRANSIT STOP WIDTH MAY BE REDUCED TO

NOTES:

50'

M I N

3:1 TAPER

50' R

50' R

SIDEWALK

TRANSIT WAITING AREA

AND TRANSIT SIGN

STREET LIGHT

TRANSIT TURNOUTS

Near Side

Sheet 2 of 2 Standard Drawing 1

35'

R

R

TOWN OF BRECKENRIDGE

STANDARD DETAILS

CREATION DATE:

LAST REVISION DATE:

11/3/20

STORAGE EASEMENT

PUBLIC SNOW

60'

CLASSIFICATION

WIDTH PER

90'

CUL-DE-SAC

Sheet 1 of 1 Standard Drawing 2

STANDARD DETAILS

CREATION DATE:

LAST REVISION DATE:

11/3/20

REINFORCEMENT IN DRIVEWAYS

DRIVEWAY DETAILS

Concrete Driveway Entrance Type 1

Sheet 1 of 3 Standard Drawing 3

IN DRIVEWAYS

REINFORCEMENT

CONCRETE PEDESTRIAN CURB

(8% MAX)

CONCRETE DRIVEWAY ENTRANCE TYPE 2

DRIVEWAY DETAILS

Concrete Driveway Entrance Type 2

Sheet 2 of 3 Standard Drawing 3TOWN OF BRECKENRIDGE

STANDARD DETAILS

CREATION DATE:

LAST REVISION DATE:

11/3/20

5' MIN' 15' MIN'

5' MIN' 15' MIN'

12' MIN'

L1-SEE NOTE 1'

TOWN OF BRECKENRIDGE

STANDARD DETAILS

CREATION DATE:

LAST REVISION DATE:

11/3/20

DECLINED DRIVEWAYS

INCLINED DRIVEWAYS

DRIVEWAY WIDTH

CENTERLINE OF EXISTING STREET

EXISTING EDGE OF PAVEMENT

FLOOR ELEVATION

PROPOSED FINISHED

NOTES:

APPROVED BY THE TOWN ENGINEER.

ANY DEVIATIONS FROM THESE STANDARDS MUST BE 2.

TOB STREETS TYPICALLY RANGE FROM 2% TO 4%.

SLOPE OF THE CONNECTING STREET. CROSS SLOPE OF

THE FIRST FIVE FEET OF DRIVEWAY MUST MATCH CROSS 1.

FFE

FINISHED DRIVEWAY SURFACE

EXISTING GROUND

-4% (MAX)

-8% (MAX)

-4%

SEE NOTE 1

CROSS SLOPE

-4% 4% (MAX)

SEE NOTE 1

CENTERLINE OF EXISTING STREET

EXISTING EDGE OF PAVEMENT

FLOOR ELEVATION

PROPOSED FINISHED

NOTES:

APPROVED BY THE TOWN ENGINEER.

ANY DEVIATIONS FROM THESE STANDARDS MUST BE 3.

WITH A MINIMUM DIAMETER OF 18 INCHES.

CULVERTS PLACED UNDER DRIVEWAYS SHALL BE HDPE 2.

TOB STREETS TYPICALLY RANGE FROM 2% TO 4%.

SLOPE OF THE CONNECTING STREET. CROSS SLOPE OF

THE FIRST FIVE FEET OF DRIVEWAY MUST MATCH CROSS 1.

DRIVEWAY CULVERT

FFE

FINISHED DRIVEWAY SURFACE

EXISTING GROUND

8% (MAX)CROSS SLOPE

NOTES:

APPROVED BY THE TOWN ENGINEER.

ANY DEVIATIONS FROM THESE STANDARDS MUST BE 2.

RESIDENTIAL, AND 35 FEET FOR BUSINESSES.

FT FOR 1 & 2 FAMILY RESIDENTIAL, 25 FOR MULTI-FAMILY

L1 (MAXIMUM DRIVEWAY WIDTH-INCLUDING FLARES) IS 20 1.

DRIVEWAY DETAILS

Driveway Profiles

Sheet 3 of 3 Standard Drawing 3

CREATION DATE:

LAST REVISION DATE:

11/3/20

CURB DETAILS

Sheet 1 of 5 Standard Drawing 4

CLASS 6 BASE

COURSE

4"

6"

2"

1 1/2" R

1'-0"

1 1/2"

1'-6"

4 1/2"

6"

12 1/2"

CONCRETE CURB & GUTTER DETAIL - 18"

CREATION DATE:

LAST REVISION DATE:

11/3/20

CLASS 6 BASE COURSE

30" CURB & GUTTER

12 1/2"

6"

4 1/2"

2'-6"

1 1/2"

2'-0"

1 1/2" R

2"

6"

4"

FINISHED GRADE TO COMPACTED AGGREGATE.

SHALL RUN BETWEEN ALL SURFACE LEVELS FROM

SEALANT TO MATCH MATERIAL COLOR. EXPANSION JOINT

SPECIFICATIONS AND NOT TO EXCEED INTERVALS OF 500'.

NOTE: PLACE EXPANSION JOINTS AS NOTED IN

R1/4"

AND SEALANT

1/2" EXPANSION MATERIAL

HAND TROWELED JOINT

EXPANSION JOINT-SIDEWALK

AND PAVEMENT DETAILS

CONCRETE CURB, GUTTER, SIDEWALK,

Sheet 2 of 5 Standard Drawing 4

CREATION DATE:

LAST REVISION DATE:

11/3/20

1/16" TOOLED JOINT - CURBS & PANS

1/16" SAWCUT JOINT - SIDEWALKS

R1/4"

EVERY 6'.

10', ON SIDEWALKS EVERY 5'-6', AND ON CROSS-PANS

NOTE: PLACE CONTROL JOINTS ON CURB & GUTTER EVERY

R1/4"

D E

P T

H

O F

S L

A B

CONTROL JOINT-SIDEWALK

EXISTING SIDEWALK

THE SAME LINE AND GRADE AS THE EXISTING WALK

NEW WALK ADDITIONS SHALL BE PLACED TO

MATCH TRANSVERSE TOOLED JOINTS TO EXISTING

TOOLED JOINTS

3" MIN.

2" MIN.8" MIN.SIDEWALK ADDITION

CONNECTION TO EXISTING SIDEWALK

TRAFFIC.

PERPENDICULAR TO DIRECTION OF

MEDIUM BRUSH BROOM FINISH,

PLAN

EXPANSION/CONTROL JOINTS PER LAYOUT

NON-COLORED CONCRETE SLAB, PLACE

COMPACTED AGGREGATE BASE COURSE

COMPACTED SUBGRADE

MIN.

4"

5"

CONCRETE SIDEWALK

AND PAVEMENT DETAILS

CONCRETE CURB, GUTTER, SIDEWALK,

Sheet 3 of 5

CREATION DATE:

LAST REVISION DATE:

11/3/20

CONCRETE PAVEMENT (PANS, SPANDRELS, & BUS STOP)

MIN.

8"

MIN.

4"

TRAFFIC.

PERPENDICULAR TO DIRECTION OF

MEDIUM BRUSH BROOM FINISH,

(6X6 - W2.0 X W2.0)

6"X6" WELDED WIRE FABRIC

PLAN

EXPANSION/CONTROL JOINTS PER LAYOUT

NON-COLORED CONCRETE SLAB, PLACE

COMPACTED AGGREGATE BASE COURSE

COMPACTED SUBGRADE

AND PAVEMENT DETAILS

CONCRETE CURB, GUTTER, SIDEWALK,

Sheet 4 of 5

8'

6'

5'

3'

3' 3'

CREATION DATE:

LAST REVISION DATE:

11/3/20

DETAIL A

FLOWLINE

JOINT @ 6' SPACING

JOINT OR CONSTRUCTION

DOWELED CONTRACTION

SPANDREL

CONCRETE

DETAIL A

CROSS PAN & SPANDREL PAY AREA

1 1/2"

SECTION VIEWCENTERED ON CONTRACTION JOINT

SMOOTH DOWEL BARS & 12" OC

1" DIAMETER BY 12" LONG MIN.

CONCRETE CROSS-PAN STANDARD DETAIL

AND PAVEMENT DETAILS

CONCRETE CURB, GUTTER, SIDEWALK,

Sheet 5 of 5

CREATION DATE:

LAST REVISION DATE:

11/3/20

CURB RAMP GENERAL NOTES:

WHERE THE ADJACENT RAMP SURFACE IS BLOCKED TO PEDESTRIAN TRAFFIC.

FLARED SIDE SLOPES MAY EXCEED 10.0% ONLY WHERE THEY ABUT A NON-WALKABLE SURFACE, OR

MAINTAIN EXISTING DRAINAGE PATTERNS, AND AVOID PONDING IN THE FINAL CONFIGURATION.

THE CONTRACTOR SHALL VERIFY REMOVAL LIMITS ARE SUFFICIENT TO PROVIDE POSITIVE DRAINAGE, ROADWAY SURFACE AND THE GUTTER PAN SHALL BE FLUSH.

ALL CURB RAMP JOINTS AND GRADE BREAKS SHALL BE FLUSH (0'-1/8"). THE JOINT BETWEEN THE

THAN 1V:2H. THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE SURFACE DISCONTINUITY.

DISCONTINUITY BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NOT STEEPER

SPACE, THEY MUST NOT CREATE A VERTICAL DISCONTINUITY GRATER THAN 1/2 INCH. ANY VERTICAL

ALTERATIONS, WHERE THESE ITEMS CANNOT BE RELOCATED OUTSIDE OF THE CURB RAMP OR TURNING

SIMILAR, SHALL NOT BE CONSTRUCTED WITHIN ANY PART OF CURB RAMP OR TURNING SPACE. IN

IN NEW CONSTRUCTION, PULL BOXES, METER BOXES, MAINTENANCE HOLE COVERS, VAULT LIDS, OR

INSTALLED ON THE CURB RAMP, OR TURNING SPACE AREAS.

DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, OR OTHER OBSTRUCTIONS SHALL NOT BE

ALL SLOPES ARE MEASURED WITH RESPECT TO A LEVEL PLANE.

LENGTH IS NOT REQUIRED TO EXCEED 15 FEET REGARDLESS OF THE RESULTING RAMP RUNNING SLOPE.

IN ALTERATIONS, TO AVOID CHASING GRADE INDEFINITELY ON STEEP ROADWAYS, A CURB RAMPS

COLOR IS PREFERRED, HOWEVER, OTHER COLORS MAY BE USED IF APPROVED BY THE ENGINEER.

OR PEDESTRIAN ACCESS ROUTE SURFACE, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. FEDERAL YELLOW

DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH THE ADJACENT GUTTER, HIGHWAY, NOT PROTECTED TO PEDESTRIAN CROSS TRAFFIC.

4. BOARDING AREAS AT SIDEWALK OR STREET LEVEL TRANSIT STOPS WHERE THE AREA IS

PROTECTED TO PEDESTRIAN CROSS TRAFFIC; AND

3. BOARDING PLATFORMS AT TRANSIT STOPS WHERE THE EDGE OF THE PLATFORM IS NOT

2. PEDESTRIAN REFUGE ISLANDS (6 FEET IN WIDTH OR GREATER);

CROSSINGS;

1. CURB RAMPS, BLENDED TRANSITIONS, AND DEPRESSED CORNERS AT PEDESTRIAN STREET

FOLLOWING LOCATIONS;

CONNECTION. DWS ARE NOT INTENDED TO PROVIDE WAYFINDING. DWS SHALL BE PROVIDED AT THE

PEDESTRIAN ROUTE AND VEHICULAR ROUTE WHERE THERE IS A FLUSH RATHER THAN CURBED

DETECTABLE WARNINGS SURFACES (DWS) ARE INTENDED TO INDICATE THE BOUNDARY BETWEEN A

IN NEW CONSTRUCTION OR FULL-DEPTH RECONSTRUCTION.

SHALL BE APPROVED BY THE TOWN PRIOR TO CONSTRUCTION. DIAGONAL RAMPS ARE NOT ACCEPTABLE

PERMITTED TO SERVE BOTH PEDESTRIAN STREET CROSSINGS. THE USE OF A SINGLE DIAGONAL RAMP

RAMP FOR EACH PEDESTRIAN STREET CROSSING, A SINGLE DIAGONAL RAMP (ON THE APEX) SHALL BE

IN ALTERATIONS, WHERE AN EXISTING PHYSICAL CONSTRAINT PREVENTS PROVIDING A SEPARATE CURB

VISUALLY IMPAIRED.

SPACE, WITHOUT RAISED OBSTACLES, THAT COULD BE MISTAKENLY TRAVERSED BY A USER WHO IS

A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP OR TURNING

REARRANGEMENT TO STRUCTURAL PARTS OR ELEMENTS OF A PEDESTRIAN FACILITY.

REHABILITATION, RECONSTRUCTION, CURB RAMP RETROFITS, HISTORIC RESTORATION, OR CHANGES OR

CIRCULATION, OR USE. ALTERATIONS INCLUDE, BUT ARE NOT LIMITED TO, RESURFACING,

ALTERATIONS ARE DEFINED AS CHANGES TO AN EXISTING HIGHWAY THAT AFFECT PEDESTRIAN ACCESS, WITHIN THE WIDTH OF THE PEDESTRIAN STREET CROSSING OR CROSSWALK THEY SERVE.

MARKED OR UNMARKED PEDESTRIAN STREET CROSSING. CURB RAMPS SHALL BE CONTAINED WHOLLY

IN NEW CONSTRUCTION OR FULL-DEPTH RECONSTRUCTION, PROVIDE A SEPARATE CURB RAMP FOR EACH1

CURB RAMP DETAILS

Curb Ramp General Notes

Sheet 1 of 26 Standard Drawing 5

CREATION DATE:

LAST REVISION DATE:

11/3/20

SLOPE TABLE

CURB RAMP GENERAL NOTES CONT.:

(EPOXY COATED) AT 18 INCHES CENTER TO CENTER MINIMUM.

SPACES AND CURB AND GUTTER. DRILL AND GROUT NO. 4 12 INCH LONG REINFORCEMENT BARS

PROVIDE TIE BAR REINFORCING BETWEEN INDEPEDENTLY POURED CONCRETE CURB RAMPS OR TURNING

SURFACE.

SURFACES. THE EXPANSION JOINT MATERIAL SHALL EXTEND FOR THE FULL DEPTH OF THE CONCRETE

STRUCTURE. THE TOP OF THE JOINT FILLER MATERIAL SHALL BE FLUSH WITH ADJOINING CONCRETE

PROVIDE EXPANSION JOINT MATERIAL 1/2" THICK WHERE CURB RAMPS ADJOIN ANY RIGID PAVEMENT, OR

- FLARE SLOPE 8.0-9.0%

- TURNING SPACE CROSS SLOPE 1.5%

- TURNING SPACE RUNNING SLOPE 1.5%

- RAMP CROSS SLOPE 1.5%

- RAMP RUNNING SLOPE 7.5%

PREFERRED VALUES TO BE USED DURING DESIGN, LAYOUT, AND CONSTRUCTION ARE:

SLOPES POSSIBLE. THE SLOPES INDICATED IN THESE DETAILS SHOW THE MAXIMUM SLOPES ALLOWABLE.

DESIGN AND CONSTRUCT CURB RAMPS, TURNING SPACES, AND FLARE SLOPES WITH THE FLATTEST

RAMP OR TURNING SPACE SHALL NOT EXCEED 3% PER LINEAR FOOT.

OF THE RAMP OR TURNING SPACE TO MINIMIZE THE DEGREE OF WARPING. THE RATE OF CHANGE ON A

SLOPE. THE TRANSITION TO THE REQUIRED CROSS SLOPE SHALL BE SPREAD EVENLY OVER THE LENGTH

BE ALTERED, THE RAMP OR TURNING SPACE MAY BE WARPED TO TRANSITION TO THE REQUIRED CROSS

IN ALTERATIONS, WHERE A RAMP OR TURNING SPACE MUST TIE INTO AN EXISTING GRADE THAT CANNOT

APPLIED TO ALL RAMP AND TURNING SPACE SURFACES.

A BROOM FINISH, WITH SWEEPS PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAFFIC, SHALL BE

TURNING SPACE. SURFACE SLOPES THAT MEET AT GRADE BREAKS SHALL BE FLUSH.

OF THE RAMP RUN. GRADE BREAKS SHALL NOT BE PERMITTED ON THE SURFACE OF THE RAMP RUN OR

GRADE BREAKS AT THE TOP AND BOTTOM OF RAMP RUNS SHALL BE PERPENDICULAR TO THE DIRECTION

SPACE, OR BLENDED TRANSITION SHALL NOT EXCEED 5.0%.

DIFFERENCE OF 13.33%. THE COUNTER SLOPE OF THE GUTTER AT THE FOOT OF A RAMP, TURNING

THE CHANGE IN GRADE AT THE BOTTOM OF THE CURB RAMP SHALL NOT EXCEED AN ALGEBRAIC

PERCENT SLOPE

EQUIVALENT RUN/RISE

1.0% 2.0%

100:1 50:1

5.0%

20:1

10.0%

10:1

8.3%

12:1

7.1%

14:1

CURB RAMP DETAILS

Curb Ramp General Notes

Sheet 2 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

PERPENDICULAR RAMP NOTES:

GUTTER COUNTER SLOPE - 5.0% MAX.

(FOR EXAMPLE BY A SIGNAL CABINET OR UTILITY POLE WHICH BLOCKS PASSAGE).

A NON-WALKABLE SURFACE, OR WHERE A RAMP IS PROTECTED FROM PEDESTRIAN CROSS TRAFFIC

VERTICAL CURB RETURNS - VERTICAL CURB RETURNS MAY BE USED ONLY WHERE A RAMP ABUTS

PROVIDED. RAMP FLARE SLOPES SHALL NOT EXCEED 10.0%.

RAMP FLARES - WHERE A RAMP EDGE ABUTS A WALKABLE SURFACE, A FLARED SIDE SHALL BE

RAMP SLOPE.

A RAMP IS NOT REQUIRED TO CHASE GRADE MORE THAN 15 FT. REGARDLESS OF THE RESULTING

CALCULATING RAMP LENGTH WHEN CHASING SIDEWALK CROSS-SLOPE. WHERE TERRAIN IS SLOPING

CURB, AND ADJACENT SIDEWALK CROSS-SLOPE WHICH MUST BE INTERCEPTED. SEE DETAIL A FOR

RAMP LENGTH - PERPENDICULAR RAMP LENGTH IS DEPENDENT UPON THE RAMP SLOPE, HEIGHT OF

FULL-DEPTH RECONSTRUCTION.

VEHICULAR TRAVEL LANES. DIAGONAL RAMPS ARE NOT ACCEPTABLE IN NEW CONSTRUCTION, OR

CLEAR SPACE MUST BE WITHIN BOTH CROSSWALKS AND WHOLLY OUTSIDE OF ANY ADJACENT

USED, A CLEAR SPACE 4 FT. X 4FT. MUST BE PROVIDED AT THE BASE OF THE RAMP. THE

SHALL BE PERMITTED TO SERVE BOTH PEDESTRIAN STREET CROSSINGS. IF A DIAGONAL RAMP IS

FOR EACH CROSSING DIRECTION, A SINGLE DIAGONAL CURB RAMP (ON THE APEX OF A CORNER)

IN ALTERATIONS, WHERE EXISTING PHYSICAL CONSTRAINTS PREVENT PROVIDING ONE CURB RAMP

OR STREET CROSSING THEY SERVE. PROVIDE ONE RAMP FOR EACH STREET CROSSING DIRECTION.

RAMP ALIGNMENT - RAMPS SHALL BE ALIGNED TO BE FULLY CONTAINED WITHIN THE CROSSWALK

OF SIDEWALK, INCREASE LENGTH TO 5 FT. MINIMUM IN THE DIRECTION OF THE RAMP RUN.

CONSTRAINED AT THE BACK

4 FT. MINIMUM, MEASURED IN THE DIRECTION OF THE RAMP RUN. WHEN A TURNING SPACE IS

WITH A WIDTH EQUAL TO THE WIDTH OF THE CURB RAMP. TURNING SPACE LENGTH MUST BE

TURNING SPACE DIMENSIONS - PROVIDE A TURNING SPACE AT THE TOP OF PERPENDICULAR RAMPS

SPACE CROSS SLOPE MAY EQUAL THE HIGHWAY GRADE.

THE HIGHWAY GRADE. AT MIDBLOCK PEDESTRIAN STREET CROSSINGS THE RAMP AND TURNING

WITHOUT SLOWING OR STOPPING, THE CROSS SLOPE OF RAMPS AND TURNING SPACES MAY EQUAL

STOP CONTROL, OR WITH A SIGNAL WHERE VEHICLES CAN PROCEED THROUGH THE INTERSECTION

RAMP AND TURNING SPACE CROSS SLOPE - 2.0% TYPICAL. AT CROSSINGS WITHOUT YIELD OR

THE SAME DIRECTION AS THE RAMP RUNNING SLOPE.

TURNING SPACE RUNNING SLOPE - 2.0% MAX. TURNING SPACE RUNNING SLOPE IS MEASURED IN

RAMP RUNNING SLOPE - 8.3% MAX.

WIDTH OF THE PATH.

PERMIT, PROVIDE 4 FT. MINIMUM. RAMPS SERVICING SHARED USE PATHS SHALL MATCH THE

RAMP WIDTH - PROVIDE 5 FT. OR GREATER WHERE POSSIBLE. IF SITE CONSTRAINTS DO NOT

DETAIL A - RAMP LENGTH

ACS = Adjacent Sidewalk Cross-Slope RS = Ramp Slope CH = Curb Height

RAMP LENGTH (L)

ELEVATION

BACK OF CURB

SPACE

TURNING

CROSS-SLOPE

CAUSED BY SIDEWALK

ELEVATION INCREASE

(RS)

RAMP SLOPE

FLAT (SLOPE = 0%)

L = CH

(RS - ACS)

L = 0.5/(0.075-0.015) = 8.3 ft.

ACS = 1.5% (0.015)

EXAMPLE: CH = 6" (0.5 ft.), RS = 7.5% (0.075), CROSS-SLOPE (ACS)

ADJACENT SIDEWALK

CURB RAMP DETAILS

Perpendicular Ramp Notes

Sheet 3 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

CURB & GUTTER

PERPENDICULAR RAMP

(TYPICAL)

A

A

PERPENDICULAR RAMP

CURB & GUTTER

A

A

(WITH VERTICAL RETURN CURB)

4' MIN.

SECTION A-A

4"

8.3% MAX.

L F

GUTTER

SIDEWALK

CONCRETE

PAVEMENT

TOP OF

6"

MAX.

5%

6" TO 8"SURFACE

WARNING

DETECTABLE

SPACE

TURNING

CURB RAMP

VARIES (L)

2% MAX.

2' MIN.

GRADE BREAK

GRADE BREAK

SIDEWALK

TURNING SPACE

(DWS)

DETECTABLE WARNING SURFACE

CURB RAMP DETAILS

Sheet 4 of 26

Type 1 Perpendicular Curb Ramp

CREATION DATE:

LAST REVISION DATE:

11/3/20

B

B

PERPENDICULAR RAMP

(DIRECTIONAL)

4' MIN. CLEARANCE

FLOWLINE

CURB & GUTTER

SECTION B-B

4' MIN.

4"

8.3% MAX.

SIDEWALK

CONCRETE

6"

SURFACE

WARNING

DETECTABLE

SPACE

TURNING

CURB RAMP

VARIES (L)

2% MAX.

2' MIN.

GRADE BREAK

L F

GUTTER

PAVEMENT

TOP OF

MAX.

5%

VARIES

MAX.

5%

PREF.

2%

GRADE BREAK

GRADE BREAK

SIDEWALK

TURNING SPACE

(DWS)

DETECTABLE WARNING SURFACE

SEE NOTE 5 ON SHEET RD-3V

CURB RAMP DETAILS

Type 1 Perpendicular Curb Ramp

Sheet 5 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

NOTE

TYPE 1 RAMPS FOR WIDE SIDEWALK

TYPE 1 RAMP

SEE DWS SHEETS FOR PLACEMENT DETAILS

DETECTABLE WARNING SURFACE (DWS)

RAMP RUNNING SLOPE

RAMP CROSS SLOPE

AND ARE APPROVED BY THE ENGINEER.

THEY CONFORM TO THE CRITERIA IN THESE STANDARDS,

CONFIGURATIONS MAY BE ACCEPTABLE AS LONG AS

AND NOT INDICATIVE OF ALL OPTIONS. OTHER RAMP

PLACEMENTS SHOWN ARE TYPICAL CONFIGURATIONS ONLY

(3" REDUCED CURB)

3" MIN.

BE REDUCED TO

CURB HEIGHT MAY

BACK OF SIDEWALK

MAY OVERLAP

TURNING SPACES

(TYPICAL)

CROSSWALK BAR

BACK OF SIDEWALK

(DIAGONAL)

SEE GENERAL NOTE 4

DEPTH RECONSTRUCTION

NOT ALLOWABLE IN NEW CONSTRUCTION/FULL

SHEET RD-3C)

(SEE NOTE 6

CLEAR SPACE

(SEE NOTES 3, 4, 5 - SHEET RD-3C)

TURNING SPACE

CURB RAMP DETAILS

Sheet 6 of 26

Type 1 Curb Ramp

CREATION DATE:

LAST REVISION DATE:

11/3/20

TYPE 1 PERPENDICULAR RAMPS

TYPE 1 RAMPS FOR WIDE SIDEWALK

NOTE

SEE DWS SHEETS FOR PLACEMENT DETAILS

DETECTABLE WARNING SURFACE (DWS)

RAMP RUNNING SLOPE

RAMP CROSS SLOPE

AND ARE APPROVED BY THE ENGINEER.

THEY CONFORM TO THE CRITERIA IN THESE STANDARDS,

CONFIGURATIONS MAY BE ACCEPTABLE AS LONG AS

AND NOT INDICATIVE OF ALL OPTIONS. OTHER RAMP

PLACEMENTS SHOWN ARE TYPICAL CONFIGURATIONS ONLY

BACK OF SIDEWALK

4' MIN.

BACK OF SIDEWALK

4' MIN.

(SEE NOTES 3, 4, 5 - SHEET RD-3C)

TURNING SPACE

CURB RAMP DETAILS

Type 1 Perpendicular Ramp

Sheet 7 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

TYPE 1 DIRECTIONAL RAMPS

TYPE 1 DIRECTIONAL RAMPS

NOTE

RAMP RUNNING SLOPE

RAMP CROSS SLOPE

(TYPICAL)

CROSSWALK BAR

3" MIN.

BE REDUCED TO

CURB HEIGHT MAY

CROSS SLOPE

MAX.. MATCH RAMP

SLOPE 2% PREF., 5%

LANDING AREA RUNNING

CROSS SLOPE

MAX.. MATCH RAMP

SLOPE 2% PREF., 5%

LANDING AREA RUNNING

MAY OVERLAP

TURNING SPACES 4' MIN.

BACK OF SIDEWALK

4' MIN.

(3" REDUCED CURB)

CROSS SLOPE

MAX.. MATCH RAMP

SLOPE 2% PREF., 5%

LANDING AREA RUNNING

CROSS SLOPE

MAX.. MATCH RAMP

SLOPE 2% PREF., 5%

LANDING AREA RUNNING

4' MIN.

BACK OF SIDEWALK

4' MIN.

(LARGE RADIUS)

PLACEMENT DETAILS

(DWS)SEE DWS SHEETS FOR

DETECTABLE WARNING SURFACE

BY THE ENGINEER.

IN THESE STANDARDS,AND ARE APPROVED

LONG AS THEY CONFORM TO THE CRITERIA

CONFIGURATIONS MAY BE ACCEPTABLE AS

INDICATIVE OF ALL OPTIONS. OTHER RAMP

CONFIGURATIONS ONLY AND NOT

PLACEMENTS SHOWN ARE TYPICAL

(SEE NOTES 3, 4, 5 - SHEET RD-3C)

TURNING SPACE

CURB RAMP DETAILS

Type 1 Directional Ramp

Sheet 8 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

FL

6" 4"

6"

SECTION A-A

PAVEMENT

TOP OF

6" TO 8"

MAX.

5%

SURFACE

WARNING

DETECTABLE

4' MIN.

TURNING SPACE

A

A

2% MAX.

PARALLEL RAMP

2' MIN.

PEDESTRIAN CURB

CONCRETE

(TYPICAL)

PARALLEL RAMP NOTES

GUTTER COUNTER SLOPE - 5.0% MAX.

RESULTING RAMP SLOPE.

SLOPING A RAMP IS NOT REQUIRED TO CHASE GRADE MORE THAN 15 FT. REGARDLESS OF THE

CHANGE OF ELEVATION FROM THE TURNING SPACE TO THE SIDEWALK. WHERE TERRAIN IS

RAMP LENGTH - PARALLEL RAMP LENGTH IS DEPENDENT UPON THE RAMP SLOPE AND THE

FULL-DEPTH RECONSTRUCTION.

STREET CROSSINGS. DIAGONAL RAMPS ARE NOT ACCEPTABLE IN NEW CONSTRUCTION, OR

CURB RAMP (ON THE APEX OF A CORNER) SHALL BE PERMITTED TO SERVE BOTH PEDESTRIAN

PREVENT PROVIDING ONE CURB RAMP FOR EACH CROSSING DIRECTION, A SINGLE DIAGONAL

STREET CROSSING DIRECTION. IN ALTERATIONS, WHERE EXISTING PHYSICAL CONSTRAINTS

WITHIN THE CROSSWALK OR STREET CROSSING THEY SERVE. PROVIDE ONE RAMP FOR EACH

RAMP ALIGNMENT - RAMPS SHALL BE ALIGNED SO THE TURNING SPACE IS FULLY CONTAINED

SPACE MAY CONTAIN THE DETECTABLE WARNING SURFACE.

PROVIDE 5 FT. MEASURED IN THE DIRECTION OF PEDESTRIAN STREET CROSSING. THE TURNING

IN THE DIRECTION OF THE RAMP RUN. IF THE TURNING SPACE IS CONSTRAINED ON TWO SIDES, WITH A WIDTH EQUAL TO THE WIDTH OF THE CURB RAMP. PROVIDE 4 FT. MINIMUM, MEASURED

TURNING SPACE DIMENSIONS - PROVIDE A TURNING SPACE AT THE BOTTOM OF PARALLEL RAMPS

RUN.

THE HIGHWAY GRADE. TURNING SPACE CROSS SLOPE IS MEASURED IN THE DIRECTION OF THE RAMP

MIDBLOCK PEDESTRIAN STREET CROSSINGS THE TURNING SPACE CROSS SLOPE MAY EQUAL

OR STOPPING, THE CROSS SLOPE OF THE TURNING SPACE MAY EQUAL THE HIGHWAY GRADE. AT

OR WITH A SIGNAL WHERE VEHICLES CAN PROCEED THROUGH THE INTERSECTION WITHOUT SLOWING

TURNING SPACE CROSS SLOPE - 2.0% TYPICAL, AT CROSSINGS WITHOUT YIELD OR STOP CONTROL, PERPENDICULAR TO THE BACK OF CURB.

TURNING SPACE RUNNING SLOPE - 2.0% MAX. TURNING SPACE RUNNING SLOPE IS MEASURED

RAMP CROSS SLOPE - 2.0% MAX.

RAMP RUNNING SLOPE - 8.3% MAX.

WIDTH MINIMUM. RAMPS SERVICING SHARED USE PATHS SHALL MATCH THE WIDTH OF THE PATH.

RAMP WIDTH - PROVIDE A RAMP WIDTH EQUAL TO THE ADJOINING SIDEWALK, PROVIDE 4 FT. 1

1 6

SIDEWALK

TURNING SPACE

(DWS)

DETECTABLE WARNING SURFACE

GUTTER

CURB &

CURB RAMP DETAILS

Parallel Ramp Notes

Sheet 9 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

GRADE BREAK

SIDEWALK

8.3% MAX.

SECTION B-B

TURNING SPACE

4' MIN

VARIES

CURB RAMP

4" TYP.

B B

PARALLEL RAMP

(SIDEWALK ENDS)

PEDESTRIAN CURB

CONCRETE

' M

I N

SEE NOTE 5

2% TYP.

CROSSING AS SHOWN.

OR ORIENTED IN THE DIRECTION OF THE

PERPENDICULAR TO BACK OF CURB

CURB FACE MAY BE ORIENTED

CURB & GUTTER

1 6

SIDEWALK

TURNING SPACE

(DWS)

DETECTABLE WARNING SURFACE

BREAK

GRADE

BREAK

GRADE

RAMP

CURB

SIDEWALK TO SHOULDER TRANSITION

ROADWAY SHOULDER

CURB & GUTTER

CURB RAMP DETAILS

Type 2 Parallel Curb Ramp

Sheet 10 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

GRADE BREAKSIDEWALK

8.3% MAX.

CURB RAMP

SECTION C-C

GRADE BREAK

VARIES

CURB RAMP

4" TYP.

PAVEMENT

TOP OF

MAX.

5%

VARIES

LANDING AREA

6"

SURFACE

WARNING

DETECTABLE

6" TO 8"

LF

C

C

PARALLEL RAMP

5% MAX.

2% PREF.

(DIRECTIONAL - CROSSING IN ONE DIRECTION ONLY)

' M

IN

2' MIN.

CROSS SLOPE.

5% MAX.. MATCH RAMP

SLOPE 2% PREF.,

LANDING AREA RUNNING

CURB & GUTTER

DETAILS

SURFACE SHEETS FOR PLACEMENT

SEE DETECTABLE WARNING

1 6

GRADE BREAK

SIDEWALK

TURNING SPACE

(DWS)

DETECTABLE WARNING SURFACE

1 6

CURB & GUTTER

DETAILS

SURFACE SHEETS FOR PLACEMENT

SEE DETECTABLE WARNING

CROSS SLOPE.

5% MAX.. MATCH RAMP

SLOPE 2% PREF.,

LANDING AREA RUNNING

' M

IN

C

C

DIRECTIONAL RAMP

CURB RAMP DETAILS

Type 2 Parallel Curb Ramps

Sheet 11 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

TYPE 2 RAMP (DIAGONAL)

NOTE

(3" REDUCED CURB)

TYPE 2 RAMPS SMALL RADIUS

DETAILS

SEE DWS SHEETS FOR PLACEMENT

DETECTABLE WARNING SURFACE (DWS)

RAMP RUNNING SLOPE

RAMP CROSS SLOPE

AND ARE APPROVED BY THE ENGINEER.

THEY CONFORM TO THE CRITERIA IN THESE STANDARDS,

CONFIGURATIONS MAY BE ACCEPTABLE AS LONG AS

AND NOT INDICATIVE OF ALL OPTIONS. OTHER RAMP

PLACEMENTS SHOWN ARE TYPICAL CONFIGURATIONS ONLY

VERTICAL OBSTRUCTION

PEDESTRIAN CURB OR

HEIGHT

3" MIN. CURB

SEE NOTE GENERAL NOTE 4

CONSTRUCTION/FULL-DEPTH RECONSTRUCTION

NOT ALLOWABLE IN NEW

PEDESTRIAN CURB

TO PATH OF PEDESTRIAN TRAVEL

ALL GRADE BREAKS PERPENDICULAR

(TYPICAL)

CROSSWALK BAR

(SEE NOTE 4, 5, 6 - SHEET RD-3I)

TURNING SPACE

CURB RAMP DETAILS

Type 2 Parallel Curb Ramp

Sheet 12 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

(CROSSING IN ONE DIRECTION)

TYPE 2 RAMP SMALL RADIUS

TYPE 2 RAMP LARGE RADIUS

(CROSSING IN ONE DIRECTION)

MATCH RAMP CROSS SLOPE.

SLOPE 2% PREF., 5% MAX..

LANDING AREA RUNNING

DETAILS

SEE DWS SHEETS FOR PLACEMENT

DETECTABLE WARNING SURFACE (DWS)

RAMP RUNNING SLOPE

RAMP CROSS SLOPE

PEDESTRIAN CURB

5' MIN.

CROSSING AS SHOWN.

OR IN THE DIRECTION OF THE

PERPENDICULAR TO BACK OF CURB

CURB FACE MAY BE ORIENTED

PEDESTRIAN CURB

TO PATH OF PEDESTRIAN TRAVEL

ALL GRADE BREAKS PERPENDICULAR

(SEE NOTE 4, 5, 6 - SHEET RD-3I)

TURNING SPACE

CURB RAMP DETAILS

Type 2 Parallel Curb Ramp

Sheet 13 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

TYPE 2 RAMPS LARGE RADIUS

DETAILS

SEE DWS SHEETS FOR PLACEMENT

DETECTABLE WARNING SURFACE (DWS)

RAMP RUNNING SLOPE

RAMP CROSS SLOPE

PEDESTRIAN CURB

4' MIN.

PEDESTRIAN CURB

TRAVEL

PATH OF PEDESTRIAN

PERPENDICULAR TO

ALL GRADE BREAKS

PATH OF PEDESTRIAN TRAVEL

PERPENDICULAR TO

ALL GRADE BREAKS

(SEE NOTE 4, 5, 6 - SHEET RD-3I)

TURNING SPACE

CURB RAMP DETAILS

Type 2 Parallel Ramp

Sheet 14 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

COMBINATION RAMP

TYPE 1

COMBINATION CURB RAMP NOTES:

EXCEED 3.0% PER LINEAR FOOT.

OVER THE LENGTH OF THE RAMP TO MINIMIZE WARPING. THE RATE OF CHANGE IN CROSS SLOPE MAY NOT

SIDEWALK CROSS SLOPE. THE TRANSITION TO THE SIDEWALK CROSS SLOPE SHALL BE SPREAD EVENLY

THE HIGHWAY GRADE, THE RAMP ABOVE THE TURNING SPACE MAY BE WARPED TO TIE INTO THE ADJOINING

WHERE IT IS ACCEPTABLE FOR A RAMP OR TURNING SPACE CROSS SLOPE TO EXCEED 2.0% AND MATCH

EQUAL THE HIGHWAY GRADE.

GRADE. AT MIDBLOCK PEDESTRIAN STREET CROSSINGS THE RAMP AND TURNING SPACE CROSS SLOPE MAY

SLOWING OR STOPPING, THE CROSS SLOPE OF THE RAMP AND TURNING SPACE MAY EQUALTHE HIGHWAY

CONTROL, OR WITH A SIGNAL WHERE VEHICLES CAN PROCEED THROUGH THE INTERSECTION WITHOUT

RAMP AND TURNING SPACE CROSS SLOPE - 2.0% TYPICAL. AT CROSSINGS WITHOUT YIELD OR STOP

CRITERIA IN THESE STANDARDS, AND ARE APPROVED BY THE ENGINEER.

OPTIONS. OTHER CURB RAMP CONFIGURATIONS MAY BE ACCEPTABLE AS LONG AS THEY CONFORM TO THE

THE CURB RAMP PLACEMENTS SHOWN ARE TYPICAL CONFIGURATIONS ONLY AND NOT INDICATIVE OF ALL

TURNING SPACE

SEE DWS SHEETS FOR PLACEMENT DETAILS

DETECTABLE WARNING SURFACE (DWS)

RAMP RUNNING SLOPE

RAMP CROSS SLOPE 2 3

2 3

BACK OF SIDEWALK

OR VERTICAL OBSTRUCTION

PEDESTRIAN CURB

MAY OVERLAP

TURNING SPACES

TO PATH OF PEDESTRIAN TRAVEL

ALL GRADE BREAKS PERPENDICULAR

TRAVEL

TO PATH OF PEDESTRIAN

ALL GRADE BREAKS PERPENDICULAR

Sheet 15 of 26 Standard Drawing 26

CURB RAMP DETAILS

Combination Curb Ramp Notes

CREATION DATE:

LAST REVISION DATE:

11/3/20

COMBINATION RAMP

TYPE 1/TYPE 2

COMBINATION RAMP

TYPE 1/TYPE 2

NARROW SIDEWALK

PEDESTRIAN CURB

TO PATH OF PEDESTRIAN TRAVEL

ALL GRADE BREAKS PERPENDICULAR

(TYPICAL)

CROSSWALK BAR

BACK OF SIDEWALK

TO PATH OF PEDESTRIAN TRAVEL

ALL GRADE BREAKS PERPENDICULAR

BACK OF SIDEWALK

CURB RAMP DETAILS

Type 1/Type 2 Combination Ramp

Sheet 16 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

BLENDED TRANSITION & DEPRESSED CORNER NOTES

CURB ON BLENDED TRANSITION AND DEPRESSED CORNER RAMPS.

DWS PLACEMENT - DWS SHALL BE PLACED AROUND THE RADIUS AND LOCATED AT THE BACK OF

GUTTER COUNTER SLOPE - 5.0% MAX.

(FOR EXAMPLE BY A SIGNAL CABINET OR UTILITY POLE WHICH BLOCKS PASSAGE).

A NON-WALKABLE SURFACE, OR WHERE A RAMP IS PROTECTED FROM PEDESTRIAN CROSS TRAFFIC

VERTICAL CURB RETURNS - VERTICAL CURB RETURNS MAY BE USED ONLY WHERE A RAMP ABUTS

PROVIDED. RAMP FLARE SLOPES SHALL NOT EXCEED 10.0%.

RAMP FLARES - WHERE A RAMP EDGE ABUTS A WALKABLE SURFACE, A FLARED SIDE MUST BE

RAMP SLOPE.

RAMP IS NOT REQUIRED TO CHASE GRADE MORE THAN 15 FT. REGARDLESS OF THE RESULTING

ELEVATION FROM THE TURNING SPACE TO THE SIDEWALK. WHERE TERRAIN IS SLOPING A

RAMP LENGTH - RAMP LENGTH IS DEPENDENT UPON THE RAMP SLOPE AND THE CHANGE OF

CROSSWALK OR STREET CROSSING(S) THEY SERVE.

RAMP ALIGNMENT - TURNING SPACE SHALL BE ALIGNED TO BE FULLY CONTAINED WITHIN THE

OF RAMP RUNS. THE TURNING SPACE MAY CONTAIN THE DETECTABLE WARNING SURFACES.

TURNING SPACE DIMENSIONS - PROVIDE A 4 FT. X 4 FT. MIN. TURNING SPACE AT THE BOTTOM

QUAL THE HIGHWAY GRADE.

WITHOUT SLOWING OR STOPPING, THE CROSS SLOPE OF RAMPS AND TURNING SPACES MAY

STOP CONTROL, OR WITH A SIGNAL WHERE VEHICLES CAN PROCEED THROUGH THE INTERSECTION

RAMP AND TURNING SPACE CROSS SLOPE - 2.0% TYPICAL. AT CROSSINGS WITHOUT YIELD OR

BLENDED TRANSITION RUNNING SLOPE - 5.0% MAX.

RAMP RUNNING SLOPE - 8.3% MAX.

THE WIDTH OF THE PATH.

PERMIT, PROVIDE 4FT. WIDTH MINIMUM. RAMPS SERVICING SHARED USE PATHS SHALL MATCH

RAMP WIDTH - PROVIDE 5 FT. OR GREATER WHERE POSSIBLE. IF SITE CONSTRAINTS DO NOT

DUE TO A PHYSICAL SITE CONSTRAINT.

APPROPRIATE OPTION, OR WHERE PERPENDICULAR OR PARALLEL RAMPS CANNOT BE INSTALLED

AND DEPRESSED CORNERS SHOULD ONLY BE USED WHERE SITE CONDITIONS MAKE THEM A MORE

PERPENDICULAR AND PARALLEL RAMP CONFIGURATIONS ARE PREFFERED. BLENDED TRANSITIONS

CURB RAMP DETAILS

Blended Transition & Depressed Corner Notes

Sheet 17 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

SECTION A-A

FL

5% MAX.

GUTTER SLOPE

A

BLENDED TRANSITION

BLENDED TRANSITION

' M

IN

A

4' MIN.

4' MIN.

4 5 6

SIDEWALK

TURNING SPACE

(DWS)

DETECTABLE WARNING SURFACE

CURB & GUTTER

(BLENDED TRANSITION ONLY)

GRADE BREAK

PAVEMENT

TOP OF

6"

SURFACE

WARNING

DETECTABLE

2% MAX.5% MAX.

8"

TO

6"

2' MIN.

VARIES

4' MIN.

CURB RAMP DETAILS

Type 5 Blended Transition Curb Ramp

Sheet 18 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

SECTION B-B

4"

8.3% MAX.

L F

GUTTER

SIDEWALK

CONCRETE

PAVEMENT

TOP OF

6"

MAX.

5%

SURFACE

WARNING

DETECTABLE

CURB RAMP

DEPRESSED CORNER

DEPRESSED CORNER

B

CONCRETE SIDEWALK

B

4' MIN.

4' MIN.

SIDEWALK 5%

VARIES (VARIES)

SPACE

TURNING

2' MIN.

5% MAX.

2% TYP.

4 5 6

SIDEWALK

TURNING SPACE

(DWS)

DETECTABLE WARNING SURFACE

CURB & GUTTER

6" TO 8"

GRADE BREAK

GRADE BREAK

GRADE BREAK

VERTICAL OBSTRUCTION

PEDESTRIAN CURB OR

(TYPICAL)

CROSSWALK BAR

CURB RAMP DETAILS

Type 5 Depressed Corner Curb Ramp

Sheet 19 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

NOTES:

MIN.

5'

INTERSECTION ISLANDS

GREATER

6' OR

ISLAND

MEDIAN

M

IN

AS ANY SIDEWALK OR SHARED USE PATH WHICH THEY SERVE.

CURB RAMP AND CUT-THROUGH WIDTHS SHOULD BE THE SAME WIDTH

BE PROVIDED NO DETECTABLE WARNING SURFACE SHALL BE INSTALLED.

FOOT SEPARATION BETWEEN DETECTABLE WARNING SURFACES CANNOT

SEPARATED BY A MINIMUM 2 FOOT SPACE WITHOUT DWS. IF A 2

SHALL BE PLACED IN ALIGNMENT WITH THE BACK OF CURB AND BE

FOR CUT-THROUGH MEDIAN ISLANDS, DETECTABLE WARNING SURFACES

PATHS, OR AT LOCATIONS WHERE BICYCLE USE IS EXPECTED.

AND SHOULD BE PROVIDED ON ISLANDS WHICH SERVE SHARED USE

FLARED SIDES ARE PREFERENTIAL ON RAISED INTERSECTION ISLANDS

THE BACK OF CURB.

DETECTABLE WARNING SURFACES SHALL BE PLACED IN ALIGNMENT WITH

5' MIN.

TURNING SPACE

5' MIN.

MEDIAN ISLAND

CURB RAMP DETAILS

Medians/Islands

Sheet 20 of 26

5' MIN.

STANDARD DETAILS

CREATION DATE:

LAST REVISION DATE:

11/3/20

4' MIN.

ISLAND

MEDIAN

6'

LESS THAN

GREATER

6' OR

ISLAND

MEDIAN

ISLAND

MEDIAN

ISLAND

MEDIAN

5' MIN.

TURNING SPACE

MEDIAN ISLANDS CONT.

5' MIN.

DIRECTION OF THE CROSSING

PEDESTRIANS IN THE

SQUARE CURB TO ORIENT

DIRECTION OF THE CROSSING

PEDESTRIANS IN THE

SQUARE CURB TO ORIENT

TRAVEL

DIRECTION OF PEDESTRIAN

6' IN LENGTH IN THE

REFUGE IS LESS THAN

ELIMINATE DWS IF MEDIAN

(TYPICAL)

CROSSWALK BAR

CURB RAMP DETAILS

Medians/Islands

Sheet 21 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

WIDTH OF CURB RAMP

TYPE 1 CURB RAMP

TYPE 1 CURB RAMP

(PERPENDICULAR ON RADIUS)

(PERPENDICULAR ON TANGENT)

DETECTABLE WARNING SURFACE NOTES:

2' MIN.

M I N

(DWS)

DETECTABLE WARNING SURFACE

DWS LEADING EDGE

FLOWLINE

BACK OF CURB

DWS LEADING EDGE

RAMP

WIDTH OF CURB

FLOWLINE

BACK OF CURB

DWS SHALL NOT BE PLACED OVER GRADE BREAKS.

PLASTIC.

TRUNCATED DOME PLATES SHALL BE EMBEDED IN THE CONCRETE CURB RAMP WHILE THE CONCRETE IS

TRUNCATED DOMES. SEAL ALL CUT PANEL EDGES WITH AN APL SEALANT TO PREVENT WATER DAMAGE.

IF THE DETECTABLE WARNING SURFACE IS CUT, GRIND OFF THE REMAINING PORTION OF ANY CUT

MAKES THIS IMPOSSIBLE, ORIENT THE CURB RAMP PERPENDICULAR TO THE CURB AND GUTTER.

SHALL NOT BE PLACED FURTHER THAN 2 FEET FROM THE BACK OF CURB. IF THE RADIUS OF A CORNER

WHERE PERPENDICULAR DIRECTIONAL RAMPS ABUT A WALKABLE SURFACE, THE LEADING EDGE OF THE DWS

RADIALLY AT THE BACK OF CURB.

LEADING EDGE OF THE DWS WILL BE GREATER THAN 5 FT. FROM THE BACK OF CURB, PLACE THE DWS

EDGE OF THE DWS MAY BE MORE THAN 5 FT. FROM THE BACK OF CURB. WHEN ANY POINT OF THE

LOCATE ONE CORNER OF THE DWS LEADING EDGE AT THE BACK OF CURB. NO POINT ON THE LEADING

RADIALLY, PLACE ADJACENT DWS PLATES EDGE TO EDGE. EDGES OF CUT PLATES SHALL BE STRAIGHT.

BE ALIGNED. TRUNCATED DOMES SHALL BE IN A SQUARE GRID OR RADIAL PATTERN. WHEN PLACED

SHOULD BE ALIGNED IN THE DIRECTION OF THE RAMP RUN; OTHERWISE DOMES ARE NOT REQUIRED TO

WHEN DETECTABLE WARNING SURFACES ARE PLACED ON A SLOPE GREATER THAN 5.0%, TRUNCATED DOMES

DETECTABLE WARNING SURFACE TO THE EDGE OF THE CURB RAMP OR SHARED USE PATH IS PERMITTED.

PATH, OR OTHER ROADWAY ENTRANCE AS APPLICABLE. A GAP OF 2 INCHES FROM THE EDGE OF THE

THE DETECTABLE WARNING SURFACE SHALL SPAN THE FULL WIDTH OF THE CURB RAMP, SHARED USE

IRON.

PANELS WHICH ARE USED MUST BE ON THE CDOT APPROVED PRODUCTS LIST (APL) AND SHALL BE CAST

TO STREET TRANSITIONS, AND SHALL CONSIST OF TRUNCATED DOME SURFACES. ANY TRUNCATED DOME

DETECTABLE WARNING SURFACES (DWS) SHALL BE INSTALLED AT SIDEWALK, OR SHARED USE PATH, CURB RAMP DETAILS

Detectable Warning Surface Notes

Sheet 22 of 26

STANDARD DETAILS

CREATION DATE:

LAST REVISION DATE:

11/3/20

TYPE 1 CURB RAMP

WIDTH OF CURB RAMP

(DIRECTIONAL ON RADIUS)

TYPE 2 CURB RAMP

SHARED USE PATH CROSSING

2' MIN.

M I N

(DWS)

DETECTABLE WARNING SURFACE

GRADE BREAK

BOTTOM OF RAMP

DWS LEADING EDGE

FLOWLINE

BACK OF CURB

2' MAX. 5

LINE

LANE

PAVEMENT

EDGE OF

EDGE

DWS LEADING

SHARED USE PATH

USE PATH

WIDTH OF SHARED

FLOWLINE

BACK OF CURB

DWS LEADING EDGE

RAMP

WIDTH OF CURB

CURB RAMP DETAILS

Detectable Warning Surface Placement

Sheet 23 of 26

STANDARD DETAILS

CREATION DATE:

LAST REVISION DATE:

11/3/20

5' OR LESS

> 5'

TYPE 2 - DIRECTIONAL RAMP

TYPE 2 - DIRECTIONAL RAMP

' M

IN

(DWS)

DETECTABLE WARNING SURFACE

PATH / SIDEWALK

SHARED USE

DWS LEADING EDGE

SIDEWALK

FLOWLINE

BACK OF CURB

EDGE

DWS LEADING

GRADE BREAK

BOTTOM OF RAMP

3 4

GRADE BREAK

BOTTOM OF RAMP

4' MIN.

FLOWLINE

BACK OF CURB

CURB RAMP DETAILS

Detectable Warning Surface Placement

Sheet 24 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

F L

4" 6"

4"

6"

GUTTER

DOME

6"

DOME (TYP.)

6"

F L

6"

RAMP

TRANSITION

CURB

CURB RAMPSURFACE AREA

DETECTABLE WARNING

CURB RAMP TYPES

SECTION VIEW FOR PERPENDICULAR

CURB RAMP TYPES

SECTION VIEW FOR PARALLEL

6" *

6" *

WARNING SURFACE PLATE

SECTION VIEW OF DETECTABLE

(WITHIN 2" OF EACH EDGE)

DWS SPANS WIDTH OF CURB RAMP

2' MIN.

GUTTER

6" TO 8"

TURNING SPACE

PEDESTRIAN CURB

CONCRETE

6"

6"

RUN FROM STREET)

(LOOKING AT PERPENDICULAR RAMP

RETURN CURB

FLARED SIDE OR

OR RETURN CURB

FLARED SIDE

SET INTO WET CONCRETE

TRUNCATED DOME PLATE

(LOOKING PERPENDICULAR TO RAMP RUN)

(LOOKING PERPENDICULAR TO TURNING SPACE)

8"

6" TO

TRUNCATED DOME PLATE

CURB

CURB

OR RETURN

FLARED SIDE

TRUNCATED DOME PLATE(S)

CURB RAMP DETAILS

Detectable Warning Surface Details

Sheet 25 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

0.20"

PLATE THICKNESS VARIES

0.90" (TYP.)

NON-SKID SURFACE

0.040" (TYP.)

0.2"

0.9" TO 1.4"

SHALL BE 50% TO 65% OF THE BASE DIAMETER

THE TOP DIAMETER OF THE TRUNCATED DOMES

TRUNCATED DOME

ELEVATION VIEW OF SINGLE

FOR DETECTABLE WARNING PLATE

ELEVATION VIEW OF TRUNCATED DOME

FROM CURB FLOW LINE

6" TO 8" (TYP.)

(WITHIN 2" OF EACH EDGE)

OF CURB RAMP

DWS SPANS WIDTH

2" MAX.2" MAX.

2' MIN.

SURFACE PLATE

PLAN VIEW OF DETECTABLE WARNING

(TYP.)

0.85" 1.6" TO 2.4"

1.6" TO 2.4"

OR PATH

EDGE OF RAMP

FLOWLINE

TRUNCATED DOME PLATE(S)

CURB RAMP DETAILS

Detectable Warning Surface Details

Sheet 26 of 26

CREATION DATE:

LAST REVISION DATE:

11/3/20

HMA PATCH DETAIL

(4" TYP)

EXISTING HMA

(4" TYP)

EXISTING BASECOURSE

4" MIN HMA (SX)

NEW ASPHALT

TACK COAT PRIOR TO INSTALLING

SAWCUT, CLEAN EDGE, AND APPLY

RECONDITION EXISTING 4" ABC

95% STANDARD PROCTOR

RECOMPACT SUBGRADE TO

2" HMA OVERLAY

EXISTING HMA (2" - 6")

APPLY TACK COAT PER SPECS

CLEAN EXISTING SURFACE AND

EXISTING BASE COURSE

HMA OVERLAY DETAIL

ASPHALT DETAILS

Patching and Overlay Details

Sheet 1 of 2 Standard Drawing 6

20'

6'

CREATION DATE:

LAST REVISION DATE:

11/3/20

2" MILL

FROM 2" TO 0")

MILLING AREA (TAPER

NEW PAVEMENT

JOINT SHALL BE A CLEAN VERTICAL FACE

TRANSVERSE BUTT JOINT DETAIL

DRIVEWAY JOINT DETAIL

2" MILL

EXISTING PAVEMENT

FROM 2" TO 0")

MILLING AREA (TAPER

NEW PAVEMENT

JOINT SHALL BE A CLEAN VERTICAL FACE

PAVEMENT

EXISTING DRIVEWAY

SHALL NOT CHANGE)

(ROADWAY CROWN & PROFILE

EDGE OF ROADWAY/DRIVEWAY

ASPHALT DETAILS

Joint Details

Sheet 2 of 2 Standard Drawing 6

24" MIN

6" MIN

M I N

PATCH 12" MIN BEYOND

N

N

TOWN OF BRECKENRIDGE

STANDARD DETAILS

CREATION DATE:

LAST REVISION DATE:

11/3/20

EDGE OF TRENCH WALLS

M A

T C

H

X I S

T I N

G

HMA (2" TOP LIFT GRADING SX)

12' ABOVE CONDUIT

UTILITY MARKER TAPE

CLASS 6 ABC (SEE NOTE 1)

PROJECT REQUIREMENTS

BE PER AGENCY OR

AND MATERIAL SHALL

CONDUIT NUMBER, SIZE,

EXISTING HMA

ASPHALT TRENCH DETAIL

TYPICAL DETAIL A

ADD ADDITIONAL NOTES AS NEEDED.10.

PAVEMENT PATCH THICKNESS TO MATCH EXISTING OR MINIMUM DEPTH IN STANDARDS - WHICHEVER IS GREATER.9.

CONDUITS SHALL BE INSTALLED WITH 2" MINIMUM HORIZONTAL SEPARATION.8.

CONDUITS SHALL BE INSTALLED A MINIMUM OF 2' HORIZONTALLY FROM EDGE OF ALL WATER LINES.7.

MARKING TAPE SHALL BE INSTALLED 12" ABOVE TOP OF HIGHEST UTILITY IN TRENCH. 6.

PAVEMENT CUTS SHALL BE CLEAN VERTICAL EDGES FROM SAWCUTTING OR ROTOMILLING.5.

SHALL BE LOCATED TO AVOID WHEEL PATHS WITHIN LANE.

PAVEMENT PATCHES SHALL BE 24" MINIMUM. PATCHES SHALL BE PARALLEL OR PERPENDICULAR TO ROADWAY. TRENCHES4.

TRENCH BACKFILL TO BE COMPACTED IN 6" LIFTS TO 95% MINIMUM COMPACTION.3.

EXCAVATED BACKFILL SHALL ONLY BE USED WITH APPROVAL OF TOWN ENGINEER.2.

REUSED.

BACKFILL IN BETWEEN THESE AREAS IF APPROVED BY TOWN ENGINEER. BACKFILL WITH LARGE ROCK SHALL NOT BE

(2" MIN), 6" MIN ABOVE CONDUIT, AND 4" MIN BELOW PAVEMENT. APPROVED EXCAVIATED MATERIAL MAY BE USED AS

CLASS 6 AGGREGATE BASE COURSE OR OTHER APPROVED GRANULAR MATERIAL SHALL BE USED FOR CONDUIT BEDDING 1.

NOTES:

UTILITY TRENCH DETAILS

Sheet 1 of 3 Standard Drawing 7

N

N

12" MIN12" MIN

N

N

N

TOWN OF BRECKENRIDGE

STANDARD DETAILS

CREATION DATE:

LAST REVISION DATE:

11/3/20

ASHPALT SHEER STEP DETAIL

TYPICAL DETAIL B

M A

T C

H

X I S

T I N

G

EXISTING HMA

LIFT GRADING SX)

HMA (2" TOP

12" MIN BEYOND

ROTOMILL PATCH

HMA

REQUIREMENTS

PER AGENCY OR PROJECT

AND MATERIALSHALL BE

CONDUIT NUMBER, SIZE,

(SEE NOTE 1)

CLASS 6 ABC

12" ABOVE CONDUIT

UTILITY MARKER TAPE

CONCRETE TRENCH DETAIL

TYPICAL DETAIL C

12" ABOVE CONDUIT

UTILITY MARKER TAPE

8" MIN (CONCRETE PAVEMENT)

6" MIN (CURBS & PANS)

5" MIN (SIDEWALK)*

PANELS PER SIDEWALK CONNECTION DETAIL.

SIDEWALK PANELS SHALL BE CONNECTED TO ADJACENT

ADJACENT PANELS WITH DRILLED AND EPOXIED BARS.

REPLACED. CONCRETE PAVEMENT SHALL BE DOWELED TO

FULL WIDTH OF CONCRETE PANEL SHALL BE REMOVED AND

(SEE NOTE 1)

CLASS 6 ABC

REQUIREMENTS

SHALL BE PER AGENCY OR PROJECT

CONDUIT NUMBER, SIZE, AND MATERIAL

UTILITY TRENCH DETAILS

Sheet 2 of 3

N

N

T O

P S

O I L

N

N

6" MIN

N

N

N

UTILITIES

24" MIN BETWEEN

TOWN OF BRECKENRIDGE

STANDARD DETAILS

CREATION DATE:

LAST REVISION DATE:

11/3/20

LANDSCAPING TRENCH DTEAIL

TYPICAL DETAIL D

TOP SOIL

EXISTING PER ENGINEERING STANDARDS.

REPLACEMENT LANDSCAPING TO MATCH

AND GRASS, OR OTHER LANDSCAPING.

RESTORE DISTURBED AREAS WITH TOPSOIL

12" ABOVE CONDUIT

UTILITY MARKER TAPE

REQUIREMENTS

SHALL BE PER AGENCY OR PROJECT

CONDUIT NUMBER, SIZE, AND MATERIAL

JOINT TRENCH DETAIL

TYPICAL DETAIL E

DETAIL

PER PAVEMENT TRENCH

PAVEMENT TO BE REPLACED

ABOVE CONDUIT

UTILITY MARKER TAPE 12"

NATIVE BACKFILL

CLASS 6 ABC

CONDUIT BY OTHERS

UTILITY TRENCH DETAILS

Sheet 3 of 3

PER

OR

LIGHT FIXTURE

PLANS

(PROVIDENCE

PROMENADE

FIXTURE TYPICAL)

LADDER REST FIXTURE

9'-12' POLE HEIGHT TYPICAL.

3 1/2" OD

POLE TD BE PAINTED BLACK WITH LOWER 16" OF POLE

AND BASE PLATE TD BE COATED WITH INDUSTRIAL

ZINC COATING

SLIP OVER DECORATIVE BASE COVER.

DIE-CAST ALUMINUM ALLOY 356HMLC,

HIGH STRENGTH,COPPER FREE

(SPECIAL ALLOY FOR CORROSION

RESISTANCE TD MAG CHLORIDE & SAL TS)

DECORATIVE BASE TD MATCH LOOK EXACTLY

(IO" HEX, 10 3/ 4" POINT TD POINT, SEPARATE

ANCHOR BOLT COVERS)

11 1/2" DIA. BDL T CIRCLE

(4) 3/4" X 24" ANCHOR BDL TS INST ALL GROUNDING LUG

AT BASE OF POLE AND

CONNECT TD GROUND.

2" X 5" HANDHOLD OPENING IN POLE

TOWN OF BRECKEN JIIDGE

ENOIN EERING

.:ti.· .. ·· ·.a.

� .. : j, .

CONTRACTOR TD INSTALL

CONCRETE LIGHT BASE.

SEE STREET LIGHT BASE

DETAIL

STREET LIGHT STANDARD DETAIL

LIGHTING DETAILS

Street Light Standard Detail

TOWN OF BRECKENRIDGE CREATION DATE: 11/3/20

STANDARD DETAILS LAST REVISION DATE: _02/09/24___ _

Standard Drawing 8

Sheet 1 of 7

3 5/8" OPENING

Concrete bases or poles with 3 anchor bolts will not be accepted

HAND HOLD TO FACE SIDEWALK/ROADWAY

(4) 3/4" DIA X 24" ASTM 307 GALVANIZED

�---ANCHOR BOLTS (BOLT CIRCLE SHALL BE

/ 11 1/2" DIAMETER AND CENTERED ON FOUNDATION)

2" TYP.--,

' ' I

-3/4" CHAMFER ALL EXPOSED EDGES

" ' --r- 1;:;:;tllnit!lniltili'il . p • •

J 1- 1- 1- ..• · • . . .

- - -II

II- - 11-

- - -II

- 1- 1-1 l-1-1- • fl.,� A .: A

- 1- 1-1 • ·. (4) #4 VERTICAL (2" CLEAR)l-1-1- '.:.a1 .,. - - -II

- 1- 1-1 •

.:.o· 11- - 11- 1-i-i- . •.: ..

•. •.&1±1m1 i1±111iiilJl:lrl-(4) #4 HOOP@ 12" - I - I -I . ·. :·· . • II - -II - �-;-�-;-� 1 . •.: .. l1t1<--'-..... --..-11r�n1�±1ni-ili�1n;;-,1,_�2" ELECTRICAL SLEEVE 1- 1- 1- -� . .;....,.t.- - -11

- 1- 1-1 .· ... · . 11- - 11- 1" SCHEDULE 80 PVC

��� · •.: .. •.: � · 11_ -_;: 1 (MIN.) ELECTRICAL

1-1-1- . • . - - -11 j

CONDUIT

,' .• · .. . ������==a-

CL._ _ ___,

i "=,mmfiuffii:ii""?�· • �-"':=i:iffimfiDFfii:r=f-----''

1-11- i-11 ··�. ··�.°'·�.fl, 11-11-11- 1- 1-1 1- .. · ... · .· ... · .· ... · -11-11-1 1

1-11- i--11 ... . • . .. . 11-11-11- 11-11-111- •. �: •. �: •. �: •. -11-11-11

- 1- -11 ....... 11- 11 :IIW.-

11-11-111- .:A·.:A·.:A·. -11-11-11

1-p- 1-11 I> .: .. . : • . :. 11- 11-11- 11-11-111- . .. . .. . ,. . -11-11-11

1-p- 1-11 . ' 0 6• 0

0 6• 0 ' 0 6• 0

11- 11-11- 11-11-111- ... , . -11-11-11 I- P- 1-II •.�'I>,�'•.�.•. ll-11-11-

1- 1-1 1- .. · ... · .· ... · .· ... · -11-11-1 1

-1- -II .,. ·• .,. · 11-11-11-

p-11-1p- •. : •• : •. :. -11-11-11

- I - -II • . ;' • .. " • .... • . II -11 -11 -

1-1-11- .:A·.:A·.:A•.'-11-11-11

-1- -II t>. : ., • : ,.. • :. 11-11-11-

COMPACTED GRANULAR

BACKFILL

1-1-11- ... .,. ... • -11-11-11

- 1- -11 .. · ... · .· ... · .· ... ·. 11- 11-1 1- of( FOUNDATION SCHEDULE

1-1-11- . ,. ... ,. ... -11-11-11

- 1- -11 •.:. •.:. •.:. •. 11- 11-1 1- 1- 1-1 1- ....... -11-11-1 1

- 1- -11 111---111----1 1-1 1--u 1--u 1- 11- 11-1 1-of(

STREET LIGHT FOUNDATION

POLE

HEIGHT

S9'

9' -12'

> 12'

FOUNDATION

DEPTH

36"MIN.

48"MIN.

FOUNDATION

DIAMETER

18" 24"

• FOUNDATION DEPTH AND DIAMETER SHALL BE PER STRUCTURAL

ENGINEER OR PER COOT S STANDARD DETAILS

NOTES:

1. REBAR, ANCHOR BOLTS, AND FOUNDATION DIMENSIONS SHALL

BE PER COOT S-STANDARD PLANS OR PER STRUCTURAL

ENGINEER FOR POLE HEIGHTS GREATER THAN 12'.

2. CONCRETE SHALL BE COOT CLASS D ( 4500 PSI)

3. TOP OF CONCRETE FOUNDATION SHALL BE 2" ABOVE GROUND

IN AREAS OUTSIDE OF SIDEWALKS. WHERE FOUNDATION IS

LOCATED WITHIN SIDEWALK, THE TOP OF THE FOUNDATION

SHALL BE FLUSH WITH SIDEWALK.

4. LIGHT POLE TO BE ELECTRONICALLY GROUNDED FROM

GROUNDING LUG ON LIGHT POLE TO FOUNDATION OR

GROUNDING ROD.

5. TYPICAL POLE INSTALLATION SHALL BE 3' FROM EDGE OF

SIDEWALK.

6. WHERE REQUIRED BY COOT OR AASHTO STANDARDS,

BREAKAWAY TRANSFORMER BASES SHALL BE INSTALLED.

7. FOUNDATION DIMENSIONS SHALL BE PER TABLE BELOW. WHERE

LIGHT PILES ARE INSTALLED WITH BANNERS, MULTIPLE

FIXTURES, OR VARYING SOIL OR WIND CONDITIONS,

FOUNDATIONS SHALL BE DESIGNED BY STRUCTURAL ENGINEER.

LIGHTING DETAILS

Street Light Standard Detail

TOWN OF BRECKENRIDGE CREATION DATE: 11/3/20

STANDARD DETAILS LAST REVISION DATE: ____ _

TOWN OF BRECKEN JIIDGE

ENOIN EERING

Standard Drawing 8 Sheet 2 of 7 f

L'.J w I w _J D o_

I

(J'\

PART# 9SRS-3.5-ND TENDN-11.50" BDL T CIRCLE-CA6640-BLACK

Lio 114•_J

POLE BY MOUNTAIN STATES LIGHTING

PART# 9SRS-3.5-ND TENDN-11.50' BOLT CIRCLE-BLACK

9' HIGH - 3 �· DD STRAIGHT ROUND SCHEDULE 80 STEEL PIPE <.30 v/ALU PAINTED BLACK v/lTH FIRST 16'

OF POLE AND BASE PLATE TD BE

COATED v/lTH INDUSTRIAL ZINC COATING

MIN EPA OF 20 IN 80 MPH ZONE <1.3 GUST FACTOR)

2' x 5' HANDHOLE OPENING IN POLE r

SLIPOVER DECORATIVE BASE COVER

FINISH:

BLACI<

r+ICDR BOLT COVERS t--10 1/4'-t TOTAL LO'w' CDPPCR ALUMINUM

NUT COVER TD MATCH CITY STANDARD

<TOTAL or 4)

DIE-CAST ALUMINUM ALLOY 356HMLC, HIGH STRENGTH, COPPER FREE

<SPECIAL ALLOY FDR CDRRDSIDN RESISTANCE Ta MAG CH..DRIDE L SALTS>

DECORATIVE BASE TD MATCH LOOK OF CITY STANDARD EXACTLY.

(10' HEX, 10 3/4' POINT TD POINT. SPEPARATE ANCHOR BOLT COVERS)

0.639 I !' BIL T CIRCLE

BASEPLATE INFORMATION

BASEPLATE TD BE 10 1/4' SQUARE n' THICK. (SHARP CORNERS).

BDL T CIRCLE TD BE 11.5' EXACTLY. HOLES TD ACCDMDDATE

5/8' to 3/4' ANCHOR BOLTS PROVIDED vl!TH POLE.

BASE PLATE AND BOTTOM 18' OF POLE TO BE COATED

',/ITH INDUSTRIAL COLD GAL V BEFORE BEING PAINTED.

LIGHTING DETAILS

9' Pole Standard

TOWN OF BRECKENRIDGE CREATION DATE: 11/3/20

STANDARD DETAILS LAST REVISION DATE: ____ _

TOWN OF BRECKEN JIIDGE

ENOIN EERING

Sheet 3 of 7

Architectural Area Lighting Reserves The Right To Change Manufacturing Processes Without Notice.

JOB NAME:PO#SOLD TO:

REV.DATE

APPRVDDATE

DRWNDATE

TYPE:

SPECIAL INSTRUCTIONS:

QTY

ANCHOR BOLTS

SIZE

BOLT CIRCLE

PROJECTION

WARNING: THIS FIXTURE MUST

BE GROUNDED IN ACCORDANCE

WITH LOCAL CODES OR THE

NATIONAL ELECTRICAL CODE.

FAILURE TO DO SO MAY RESULT

IN SERIOUS PERSONAL INJURY.

LEVELING NUTS AND WASHERS

MUST BE INSTALLED UNDER ALL

BASES

ONE APPROVED DRAWING MUST

BE RETURNED TO AAL BEFORE

THIS PRODUCT CAN BE

FABRICATED

* AAL ASSUMES NO

RESPONSIBILITY OF HARM

CAUSED BY FAILURES DUE TO

IMPROPER SITE ANALYSIS OR

USAGE OF PRODUCTS OTHER

THAN THEIR INTENDED PURPOSE

AS SHOWN IN THIS DOCUMENT.

REFER TO SPECIFICATION

SHEET FOR ADDITIONAL

ELECTRIAL CHARACTERISTICS

AND PHOTOMETRIC DATA

LED COUNT, WATTAGE, VOLTAGE,

CCT/CRI AND DISTRIBUTION MAY

VARY BASED ON FINAL CAT

STRING.

23A-2179

A

701 MILLENIUM BOULEVARD

GREENVILLE, SC 29607

(864)678-1000

AAL COLOR: BLS

SM07/21/2023

TOWN OF BRECKENRIDGE - AAL PROVIDENCE SMART LIGHT FIXTURES FOR DARK SKIES

PBA07/21/2023

CATALOG NUMBER

PROV2-36L-525-3K7-3-DL-

BLS-MOD-HSS-NXW

CUSTOMER APPROVAL NEEDED

PRIOR TO SHIPMENT OF FIXTURES.

X___________________________

THIS DRAWING WILL EXPIRE IN

2 YEARS FROM APPROVAL DATE.

NX EMBEDDED CONTROLS

VOLTAGE120-277

FIXTURE TO MOUNT TO A 4"

O.D. TOP

ALUM. HOUSE SIDE

SHIELD 180v

(SPECIAL)

HOUSE SIDE SHIELD

(SPECIAL)

PROV2-36L-525-3K7-3-DL-BLS-MOD-HSS-NXW

(SPECIAL)

NX RADIO

MODULE

CREATION DATE:

LAST REVISION DATE:

11/3/20

LIGHTING DETAILS

4' Outer Diameter Cutoff Ladder Rest

Sheet 4 of 7

Architectural Area Lighting Reserves The Right To Change Manufacturing Processes Without Notice.

JOB NAME:PO#SOLD TO:

REV.DATE

APPRVDDATE

DRWNDATE

TYPE:

SPECIAL INSTRUCTIONS:

QTY

ANCHOR BOLTS

SIZE

BOLT CIRCLE

PROJECTION

WARNING: THIS FIXTURE MUST

BE GROUNDED IN ACCORDANCE

WITH LOCAL CODES OR THE

NATIONAL ELECTRICAL CODE.

FAILURE TO DO SO MAY RESULT

IN SERIOUS PERSONAL INJURY.

LEVELING NUTS AND WASHERS

MUST BE INSTALLED UNDER ALL

BASES

ONE APPROVED DRAWING MUST

BE RETURNED TO AAL BEFORE

THIS PRODUCT CAN BE

FABRICATED

* AAL ASSUMES NO

RESPONSIBILITY OF HARM

CAUSED BY FAILURES DUE TO

IMPROPER SITE ANALYSIS OR

USAGE OF PRODUCTS OTHER

THAN THEIR INTENDED PURPOSE

AS SHOWN IN THIS DOCUMENT.

REFER TO SPECIFICATION

SHEET FOR ADDITIONAL

ELECTRIAL CHARACTERISTICS

AND PHOTOMETRIC DATA

LED COUNT, WATTAGE, VOLTAGE,

CCT/CRI AND DISTRIBUTION MAY

VARY BASED ON FINAL CAT

STRING.

23A-2180

A

701 MILLENIUM BOULEVARD

GREENVILLE, SC 29607

(864)678-1000

AAL COLOR: BLS

SM07/21/2023

TOWN OF BRECKENRIDGE - AAL PROVIDENCE SMART LIGHT FIXTURES FOR DARK SKIES

PBA07/21/2023

CATALOG NUMBER

PROV2-LK-

DIR-36L-525-3K7-3-BLS-UNV-

MOD-NXW

CUSTOMER APPROVAL NEEDED

PRIOR TO SHIPMENT OF FIXTURES.

X___________________________

THIS DRAWING WILL EXPIRE IN

2 YEARS FROM APPROVAL DATE.

NEW DRIVER ASSEMBLY KIT

WITH NX EMBEDDED

CONTROLS VOLTAGE120-277

CAST FTTERR CAP TOP - PROV (REFERENCE)

** TO ACCEPT NX RADIO MODULE.

CAST FTTERR CAP BOTTOM - PROV

(REFERENCE)

NX RADIO

MODULE

NEW DRIVER ASSEMBLY KIT WITH

NXW RADIO CONTROL MODULE

VOLTAGE 120-277

(SPECIAL)

PROV2-LK-DIR-36L-525-3K7-3-BLS-UNV

LIGHT ENGINE

ISOMETRIC VIEW

LIGHT ENGINE

BOTTOM VIEW

TYRAP

12/1/2021

JMP

PRM22-72L

LED

76 watts

120-277V

JOB NAME:PO#

REV.DATE

APPRVDDATE

DRWNDATE

CATALOG NUMBER

TYPE

TO MATCH:

AAL COLOR:

FINISH: POLYESTER POWDER

COAT.

PROVIDE A SAMPLE COLOR CHIP

LAMPING

LAMP TYPE

WATTAGE

VOLTAGE

QTY

ANCHOR BOLTS

SIZE

BOLT CIRCLE

PROJECTION

WARNING: THIS FIXTURE MUST

BE GROUNDED IN ACCORDANCE

WITH LOCAL CODES OR THE

NATIONAL ELECTRICAL CODE.

FAILURE TO DO SO MAY RESULT

IN SERIOUS PERSONAL INJURY.

335-3K7-3-CL

TRA5D-

21A-1354

LEVELING NUTS AND WASHERS

MUST BE INSTALLED UNDER ALL

BASES

ONE APPROVED DRAWING

MUST BE RETURNED TO A.A.L.

BEFORE THIS PRODUCT CAN BE

FABRICATED

*ARCHITECTURAL AREA LIGHTING

ASSUMES NO RESPONSIBILITY OF

HARM CAUSED BY FAILURES DUE

TO IMPROPER SITE ANALYSIS OR

USAGE OF PRODUCTS OTHER

THAN THEIR INTENDED PURPOSE

AS SHOWN IN THIS DOCUMENT.

Architectural Area Lighting Reserves The Right To Change Manufacturing Processes Without Notice.

17760 Rowland St.

City of Industry, CA 91748 (626)968-5666

INPUT:

ETO

STD

21A-1354

Note: For locations near saltwater, clear anodize coating is the suggested application. This configuration will need to be requested during order entry.

SIGNED APPROVAL NEEDED PRIOR

TO RELEASE OF ORDER.

X____________________________

BLS

MOD 4.5in

WATSON AVENUE ROUNDABOUT

POLE TOP

(REF)

4.5" OD POLE

(BY OTHERS)

NOTE:

1) MEANS OF MOUNTING AND

MOUNTING HARDWARE

BY OTHERS.

TRA5D ARM ASSEMBLY

SECURES TO POLE

WITH (2) BOLTS

TRA5D ARM

BACK VIEW

MOUNTING DETAIL

6 5/8"

9"

4 1/2"

3" O 7/16"2X

MNTG HOLES

O 3/4"

WIREWAY

12"

REF. DWG. 21A-1180

20A-1475 20A-1248

PROMENADE FIXTURE CUT SHEET

TRA5U/TRA5D

PERIOD POLE MOUNT ARMS

currentlighting.com/aal © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions.

Rev 06/23/22 aal_tra5ud_R01

AAL ARMS

CONSTRUCTION

• The arm shall be one piece cast aluminum construction and shall be prewired with a quick connector for easy installation.

• The up mount configuration shall have a cast aluminum fitter welded to the top of the arm(s) for attaching the fixture.

• The arm shall bolt to the side of a 4”/100mm or 5"/127 diameter pole.

Note: Fixture type and mounting orientation will determine size of arm tail.

SPECIFICATIONS

DATE: LOCATION:

TYPE: PROJECT:

CATALOG #:

ORDERING GUIDE

DIMENSIONS

Example: TRA5U-BLT

CATALOG #

HOUSING

Arm Color

TRA5U Mount up. Weight: 9 lbs. EPA: .62 TRA5D Mount down. Weight: 9 lbs. EPA: .62

BLS Black Gloss Smooth BLT Black Matte Textured DBS Dark Bronze Gloss Smooth DBT Dark Bronze Matte Textured GTT Graphite Matte Textured LGS Light Grey Gloss Smooth LGT Light Grey Matte Textured PSS Platinum Silver Gloss Smooth VGT Verde Green Matte Textured WHS White Gloss Smooth WHT White Matte Textured Color Option

CC 1 Custom Color Notes:

1 Consult factory for custom color, marine and corrosive finish

TRA5U (4" or 5" pole) TRA5D (4" or 5" pole)

7/16" 11mm

3/4" 19mm

6 5/8" 166mm

3" 75mm

4 1/2" 113mm

19 1/4" 481mmMTG.HOLES

WIREWAY

18 1/4" 456mm

9" 225mm 7/16"

11mm

3/4" 19mm9"

225mm 6 5/8" 166mm

3" 75mm

4 1/2" 113mm

19 1/4" 481mm

MTG.HOLES

WIREWAY

18 1/4" 456mm