A1
A1S
B2
B2S
A1
A1S
B2
B2S
T
3 STORY MULTI-FAMILY
BUILDING
WITH UP TO
24 UNITS
6' H
IG
H F
EN
CE
PR
OP
ER
TY
B
OU
ND
AR
Y
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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LA
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PLA
N -
AM
EN
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LD
BLD
BM
WB
MW
B1"=
20'
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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H C
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DEV
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PM
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HW
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SEAL
10/23/2015
LA
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UT
DET
AIL
S -
AM
EN
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LD
BLD
BM
WB
MW
B1"=
30'
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"