L2.0 Details.pdf

L2.0

L2.0

SECTION 1" = 1'-0"

REINFORCED CONCRETE SIDEWALK

6"

6"

4"

6"

VARIES. (SEE LAYOUT PLAN)

SUBSOIL AT 95% PROCTOR

CONDITIONS ON EITHER SIDE OF

SIDEWALK.

CLOSEST TO BUILDINGS

WILL BE CONCRETE BAND

SIDE CLOSEST TO STREET WILL

BE 5' PLANTING BED w/ PEDESTRIAN

LIGHTS. SEE DETAIL 5/L2.0 & 4/L2.1

MIN. 6" GRAVEL SETTING BED

COMPACTED

4" OR 6" UNREINFORCED

CONCRETE SIDEWALK

(SEE LAYOUT PLAN FOR

LOCATION)

SECTION 2" = 1'-0"

TYP. CURB & GUTTER & SPILL CURB

6" 6"

6" 2'-0"

R=3"

R=3

R=1/2

4% MIN

4% MIN

6" 6"

6" 2'-0"

R=3"

R=3

R=1/2

SIDEWALK CONNECTOR WALKS SEE 2/L2.1

PLANTING AREA

8'

HANDICAP RAMP AREA.

SLOPE VARIES, SEE

GRADING PLANS

DETECTABLE

WARNING PAVERS.

SEE DETAIL 2/L2.0

CURB & GUTTER

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PLANTING

AREA

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NOTE: AREA WITHIN PARK PATHWAYS FROM TOP

OF RAMP TO FAR SIDE OF SIDEWALK CONNECTOR

WALKS IS LEVEL WITH TOP OF RAMP.

PARK PATHWAY WALKS SEE 1/L2.1

WALKWAY STRIPING

10'6" 6"

L2.0 PLAN 1" = 1'-0"

CURBED HANDICAP RAMP

6"x6" 10/10 WWM, 1.5" MIN.

COVERAGE

L2.0

PATTERN IN CONCRETE

FROM JOINTING TOOL

NOTES:

1.THIS DETAIL APPLIES TO ALL CONCRETE SURFACES.

2.IF CONCRETE DEPTH REQUIRES DEEPER JOINT THAN

AVAILABLE JOINTING TOOL, SAW CUT JOINT AFTER

TOOLING.

~1/8"

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TOOLED JOINT 1/8"

(W.1/4"R)

BROOM FINISH

PERPENDICULAR

TO DIRECTION

OF TRAVEL

DEPTH 1" MIN. TO MAX. 1/3

OF SLAB THICKNESS

TOOLED JOINT (ONLY)

PLAN & SECTION NTS

CONTROL & EXPANSION JOINTS

NOTES:

1. ALL JOINTS THAT EXTEND TO THE SURFACE WILL BE CLOSED

CELL POLYPROPYLENE (CCP) WITH TEAR STRIP AS NOTED.

2. JOINTS UNDER PAVERS MAY BE ASPHALT IMPREGNATED

FIBER (OR CCP - NO TEAR STRIP).

3. EXPANSION JOINT @ 20 FOOT MAX. SPACING AND AT VERTICAL

WALLS AND CURBS.

WIDTH OF TOOLED AREA

TO BE CONSISTENT

THROUGHOUT

CONTROL JOINT

EXPANSION JOINT

1/2" S/S DOWEL, ONE END

IN PLASTIC SLEEVE.

4" OR 6" REINFORCED

CONCRETE SLAB

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WHERE JOINT IS VISIBLE ABOVE

GRADE, USE 1/2" PREFORMED CLOSED

CELL POLYPROPYLENE EXPANSION

JOINT WITH TEAR STRIP. AFTER

INSTALLATION, REMOVE TEAR STRIP AND

ADD FOAM BACKER ROD AND CAULK IN

COLOR APPROVED BY LANDSCAPE

ARCHITECT

LENGTHS VARY1 1/2" MIN.

COVERAGE

CL

VARIES 6" MIN.

L2.0 PLAN/SECTION 2" = 1'-0"

DETECTABLE WARNING PAVER

2.35"

RAISED CONCRETE

TRUNCATED DOME

2." HIGH. YELLOW

IN COLOR

11.75"

2"

2.

1.

.90" DIA. AT BASE

.4 5"

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PAVER SIZE 11.75" X11.75" X2"

0.9" 0.4" 2.35"

6"

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L2.0 SECTION 1" = 1'-0"

STEEL EDGING (BRICK PAVER SIDEWALKS) DETAIL

SUBSOIL COMPACTED

TO 95%

BRICK PAVER SIDEWALK

SEE DETAIL 4/L2.0

3/4" SAND SETTING BED

PLANTING BED w/

SPECIALITY SOIL

SPECIFICATIONS

MANUFACTURER

PERMALOC

ASPHALT EDGE ALUMINUM ASPHALT

RESTRAINT

MODEL

2.5"x2.25" (64 MM x 57MM) 8" x 10" STEEL SPIKES

COLOR

BL

CONTACT

P. 1.800.356.9660

NOTES:

1. INSTALL PER MANUFACTURER'S

DETAILS AND SPECIFICATIONS

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L2.0 Sheet No.

Date:

Project ID:

Designed By:

Drawn By:

Checked By:

CAD File Name:

2023050

AAP

Pr oj ec t T itl e:

M ur ph y

To w n Sq ua re

C lie nt

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Sh ee t T itl e:

REVISIONS:

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LANDSCAPE ARCHITECTURE

URBAN DESIGN

203 N SLOCUMB ST

GOLDSBORO, NC 27530

Mobile: 410-961-7761 Email: allisonpRbD@gmail.com

Web:

www.regenerationbydesign.com

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08-16-24

AAP

C-603

8-16-24

BELDEN BRICK PAVERS, SEE

SHEET L2.1 FOR PATTERNS

AND COLORS

3/4" BEDDING SAND(ASTM

C-35) SETTING BED

POLYMERIC SAND SWEPT JOINTS

6" AGGREGATE BASE

COURSE, COMPACTED

WOVEN LANDSCAPE FABRIC

SUB BASE COMPACTED TO 95%

L2.0 SECTION 2" = 1'-0"

BRICK PAVER SIDEWALKS ON AGGREGATE

L2.0 SECTION 2" = 1'-0"

CONCRETE BAND AT BUILDING EDGE

1. THE POSITION OF THE ROW BAND EDGE FARTHEST

FROM THE BUILDING WILL REMAIN THE SAME FOR

EACH QUADRANT BUT MAY VARY ON THE TWO

2. THE INSIDE EDGE OF THE CONCRETE BAND

CLOSEST TO THE ADJACENT BUILDING EDGE WILL

VARY.

3. THE MINIMUM WIDTH OF THE BAND WILL BE 6".

5. CHAMFER CURB EDGE OF BAND AS SHOWN IN

DRAWING.

6. IF OUTSIDE EDGE OR ROW BAND ADJOINS

LANDSCAPING, CHAMFER BOTH EDGES.

7. TOP FINISH WILL BE MAGNESIUM TROWEL FLOAT

FINISH

8. USE EXPANSION JOINTS (SEE DETAIL 1/L2.0)

9. SEE TYPICAL WALK SECTION DETAILS 5/L2.0.

NOTES:

BUILDING

EDGE

IF INSIDE OF THE CONCRETE BAND ABUTS NEW FOUNDATION OR

ADDIITONAL CONCRETE, USE EXPANSION JOINT. IF NEXT TO ROUGH

(BRICK OR DETERIORATED) SURFACES, CLEAN & POUR DIRECTLY

AGAINST SURFACE.

3/8" CHAMFER

EXPANSION JOINT SEE

DETAIL 1/L2.0

DOWEL IN SLEEVE, SEE 1/L2.0

CONCRETE PAVEMENT SEE 5/L2.0

4" AGGREGATE BASE, COMPACTED

WOVEN LANDSCAPE FABRIC

SUB SOIL COMPACTED TO 95%

L2.0 SECTION 1" = 1'-0"

CURBED HANDICAP RAMP

RAMP CURB 6" WIDE X 12" DEEP

TRUNCATED DOME PAVERS MIN. 2' WIDE

3/4" MORTAR SAND SETTING BED

4" CONCRETE SLAB

30" SPILL CURB AND

GUTTTER

EXPANSION JOINT

STANDARD CURB EDGE

DROPPED CURB

BRICK ON CONCRETE

SLAB, SEE 4/L2.0

SUB-BASE COMPACTED TO 95%

BELDEN BRICK PAVERS IN RED 90 DEGREE HERRINGBONE

PATTERN WITH DARK SOLDIER COURSE AND LIGHT

HEADER COURSE EDGING, SEE 1/L2.1

1" MORTAR SAND SETTING BED

S/S DOWEL IN SLEEVE, 2 PER CURB

6'

6"x6" 10/10 WWM, 1.5" MIN. CLEARANCE

6"x6" 10/10 WWM, 1.5" MIN.

COVERAGE

ADJACENT RIGHT ANGLE BUILDING EDGES.

4. FIND THE POINT ON EACH EDGE FARTHEST FROM

THE BUILDING & SET A LINE 6" FROM THAT POINT.

THAT POINT WILL SET UP THE LINE PARALLEL TO

THE BUILDING EDGE.

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7/ L2

.0 8/

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CONCRETE ORGANIZING EDGE W.

TROWEL FLOAT FINISH

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"

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