A1

A1S

B2

B2S

A1

A1S

B2

B2S

T

3 STORY MULTI-FAMILY

BUILDING

WITH UP TO

24 UNITS

6' H

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LOT #2

2.726 AC.

1

C3.6

KEYSTONE "COUNTRY MANOR"

MODULAR BLOCK (2) GRILL STATION

7

C3.5

18" HIGH KEYSTONE "COUNTRY MANOR"

MODULAR BLOCK WALL WITH 20" PILASTERS

35'-0"

6

C3.5

ALUM. POLES W/ LED STRING LIGHTS,

REFER TO LIGHTING PLANS FOR SPEC.

3,4 & 5

C3.5

BELGARD "HOLLAND STONE' 90° HERRINGBONE

60 MM. PAVERS W/ 8" CONCRETE BAND

46'-0"

10'-0" 6'-8"

1'-8"

4'-2"6'-8"

1'-8"

4'-2"

PA

PA

2

C3.6

(2) GRILLS, A.O.G. 30" L-SERIES

BUILT-IN, MODEL# 30NBL-00SP

22'-2"

16'-0"

3'-0"

10'-0"

23'-0" 6'-0"6'-0"

5'-0"

10'-0"

5'-0" 25'-0" 5'-0" 25'-0" 5'-0" 5'-0"

5'-0"

4'-4"

7'-8"

5'-0"

1'-8" 15'-10" 1'-8"

5'-0" 4'-0"5'-0"5'-0"4'-0"

14'-0"

3 & 5

C3.5

BELGARD "HOLLAND STONE' MOD. BASKET WEAVE

60 MM. PAVERS W/ 8" CONCRETE BAND

8

C3.5

24" HIGH KEYSTONE "COUNTRY MANOR"

MODULAR BLOCK PILASTERS, 20" SQ. TYP.

7

C3.5

18" HIGH KEYSTONE "COUNTRY MANOR"

MODULAR BLOCK WALL WITH 20" PILASTERS

SHOVEL CUT TURF EDGE.

18'-0"

35'-0"

PROVIDE ELECTRICAL POWER AS NEEDED,

REFER TO LIGHTING PLANS.

SHOVEL CUT TURF EDGE.

11'-6"

PROVIDE GAS, ELECTRICAL &

AUTOMATIC TIMER SHUT-OFF

CONNECTIONS FOR GRILLS.

22'-2"

1

C3.5

5'-0" WIDE CONCRETE

PAVING TO MATCH SITE

26'-4"

5'-0"

5'-0"

15'-6"

15'-6"

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C-3

.4

0'5' 5' 10' 20'

GENERAL LAYOUT NOTES:

1. AT TIME OF STAKING, CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT

FOR DIGITAL SITE PLAN FILE FOR COORDINATION OF STAKING.

2. SHOULD ANY DISCREPANCIES OR ERRORS BETWEEN COORDINATE POINTS

AND DIMENSIONS OR OMISSIONS OF CRITICAL STAKING INFORMATION BE

DISCOVERED, CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY FOR A

COORDINATED SOLUTION.

3. ALL DIMENSIONS AND RADII ARE TO THE BACK OF CURB UNLESS OTHERWISE

NOTED.

4. ALL SIDEWALKS SHALL BE FIELD STAKED FOR APPROVAL BY THE LANDSCAPE

ARCHITECT.

5. LAND DEVELOPMENT ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO

START OF CONSTRUCTION.

6. ALL CONSTRUCTION SHALL COMPLY WITH CHARLOTTE/MECKLENBURG LAND

DEVELOPMENT STANDARDS AND SPECIFICATIONS.

7. ALL PATCH WORK WITHIN LIMIT OF CONSTRUCTION SHALL BE CONSISTENT

WITH ASSOCIATED ASPHALT PAVEMENT DETAIL.

8. ELECTRICAL, TELEPHONE, AND CABLE LINES AND POLES TO BE ELIMINATED

OR RELOCATED, SHALL BE COORDINATED WITH DUKE POWER, BELL SOUTH

AND TIME WARNER.

9. ALL TRAFFIC SIGNS AND MARKINGS TO BE INSTALLED AND COMPLY

CURRENT CLDSM AND MUTCD STANDARDS AND SPECIFICATIONS.

10. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

11. RIGHT -OF-WAY ENCROACHMENT AGREEMENT IS REQUIRED FOR THE

INSTALLATION OF ALL NON-STANDARD ITEMS (IRRIGATION SYSTEMS,

DECORATIVE CONCRETE PAVEMENT, BRICK PAVERS, ETC.) WITHIN A

PROPOSED/EXISTING CITY MAINTAINED STREET RIGHT OF WAY BY A PRIVATE

INDIVIDUAL, GROUP, BUSINESS, OR HOMEOWNER'S/BUSINESS ASSOCIATION.

12. LANDSCAPE CONTRACTOR TO VERIFY AND PROVIDE IRRIGATION SLEEVES

PRIOR TO HARDSCAPE INSTALLATION AS REQUIRED.

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B1"=

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C-3

.5

DETAIL NOT USED

DETAIL NOT USED

DETAILS SHOWING EXPANSION JOINTS

IN CONCRETE SIDEWALK

TRANSVERSE EXPANSION

GROOVE JOINT IN SIDEWALK

JOINT IN SIDEWALK

4"

1"

GENERAL NOTES:

1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE

CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE

REQUIRED AT 45' INTERVALS NOT TO EXCEED 50' AND MATCHING

EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 1/2" EXPANSION

JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.

2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.

3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 5'.

WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED

BY THE CDOT.

4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL BE A MINIMUM

OF 4'.

5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS.

6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.

7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS

WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.

0'-4"

0'-4"

MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL

1/2in BITUMINOUS EXPANSION JOINT @ 20ft MAX SPACING

AND AT VERTICAL WALLS. ALLOW 1/2in RECESS

BELOW TOP OF SLAB TO SEAL w/WATERPROOF SEALANT

3600 PSI CONCRETE @ 28 DAYS

CONTROL JOINT

TOOLED JOINTS PER PAVING AND LAYOUT PLAN

JOINTS TO BE 1/4inX 1-1/2in DEEP

4in AGGREGATE BASE COURSE, COMPACTED

98% COMPACTED SUBGRADE

SECTIONS

CONCRETE SIDEWALK

VARIES

CLDSM #10.22

SCALE: 3/4" = 1'-0"SECTION

CONCRETE PAVER (PEDESTRIAN LOAD)

SCALE: 3/4" = 1'-0"SECTION

PAVER EDGING @ LANDSCAPE

98% COMPACTED SUBGRADE

6in AGGREGATE BASE COURSE, COMPACTED

3/4in SAND SETTING BED, TYP.

60mm CONCRETE PAVERS

CONTINUES CONCRETE SETTING BED WITH #4 REBAR

LANDSCAPE AREA

NOTE:

1. INSTALL CONCRETE EDGE WHEN CONCRETE PAVERS ARE

ADJACENT TO LANDSCAPE AREA.

2. CONCRETE TO BE 3600 PSI @ 28 DAYS.

3. PAVERS TO BE INSTALLED PER MANUFACTURERS

SPECIFICATIONS.

SCALE: 3/4" = 1'-0"SECTION

PAVER EDGING @ CONCRETE WALK

98% COMPACTED SUBGRADE

6in AGGREGATE BASE COURSE, COMPACTED

3/4in SAND SETTING BED, TYP.

60mm CONCRETE PAVERS

CONTINUES CONCRETE SETTING BED WITH #4 REBAR

CONCRETE PAVING, SEE DETAIL 1/C2.5.

NOTE:

1. INSTALL CONCRETE EDGE WHEN CONCRETE PAVERS ARE

ADJACENT TO LANDSCAPE AREA.

2. CONCRETE TO BE 3600 PSI @ 28 DAYS.

3. PAVERS TO BE INSTALLED PER MANUFACTURERS

SPECIFICATIONS.

PROVIDE EXPANSION JOINT ALONG EDGE.

SCALE: 1/2" = 1'-0"SECTION

STRING LIGHT POST

12'-0"

10'-0"

2'-0"

6"

2"

2"

1

2

"

6" DIA MATTE BLACK POWDERCOAT STEEL POST TO BE EMBEDDED

INTO REINFORCED CONCRETE FOOTING. TOP OF CONCRETE

FOOTING TO BE A MIN.1' BELOW FINISHED GRADE.

8" LONG X 1/2" DIA. THREADED ROD WITH

1

2

" DIA EYELET FOR CABLE

CLIP. PROVIDE CORRECT HARDWARE WASHERS, SPACERS , AND

BOLTS FOR STRING LIGHT INSTALL.

1

8

" -

3

16

" STEEL CABLE FOR STRING LIGHTS TO SUSPEND FROM.

STRING LIGHT TO BE STRINGER-GLOBES (MODEL BPS-307) FROM

TUBE LIGHTING PRODUCTS. GLOBES TO BE CLEAR. LAMP

SPACING TO BE DETERMINED.

REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

PROVIDE A MIN. 1' COVER OVER CONCRETE FOOTING. CONCRETE

FOOTING SHALL HAVE A SLOPE ALONG THE TOP OF THE FOOTING

AWAY FROM THE STEEL PIPE TO ALLOW FOR DRAINAGE.

1'-0"

8"

3'-3"

2'-0"

AMENDED SOIL

98% COMPACTED SUBGRADE.

COMPACTED GRAVEL BASE FOR DRAINAGE.

PROVIDE #4 REBAR DOWELS @ 6" O.C. EACH SIDE THROUGH STEEL

POST.

CONCRETE FOOTING, 3600 PSI @ 28 DAYS

REINFORCED AS REQUIRED

MODULAR BLOCK WALL

PLAN, SECTION, & ELEVATIONSCALE: 1/2" = 1'-0"

MODULAR BLOCK PILASTER

PLAN, SECTION, & ELEVATIONSCALE: 1/2" = 1'-0"