HomeMy WebLinkAboutZ-9764- Site Plan REVISED 021523 - Approved625
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6313.77'6.89'TOC: 632.35
TOC: 632.13
TOC: 632.16-12.4%TOC: 631.81
TOC: 631.65
TOC: 631.72
TOC: 631.92
TOC: 632.04
TOC: 632.39
TOC: 632.12
MAILBOX CLUSTER ( SEE STRUCTURAL
FOR DETAILS)
5' SIDEWALK
5' SIDEWALK
EXISTING TREES TO
BE REMOVED
NEW PLAYGROUND
AREA
EXISTING 5' SIDEW
A
L
K
EXISTING 5' SI
D
E
W
A
L
K
TOC: 632.47
TOC: 632.56
TOC: 632.55
TOC: 632.42
FG: 632.39
FG: 632.26
TOC: 632.56
TOC: 632.42
TOC: 632.99
TOC: 632.92
632630629631632 636
637
638
632
6
3
25'5'
5' - 6' RETAINING WALL
1.5' RETAINING WALL
RETAINING WALL
HEIGHT VARIES
TOC: 633.42
TOC: 632.41
TOC: 633.42
TOC: 632.41
TOC: 638.72
TOC: 638.89
TOC: 638.62
TOC: 638.72
636
637
638
6326
3
3
633
GORDON ROAD
(
5
0
'
R
/
W
)
TOW: 634.00'
TOP OF WALL ELEVATION
VARIES W/ GRADE
POUR-IN-PLACE-CONCRETE STAIRS
NEW SIDEWALK TO
MATCH EXISTING
SIDEWALK @ TIE-IN
LOCATIONS
BEAR VALLEY CIRCLE (45' R
/
W
)
TOW: 634.00'
POUR-IN-PLACE-CONCRETE STAIRS
633 635S83° 03' 02"W
1
0
3
.
0
1
'
N86° 33' 16"E 54.52'
S6
0
°
2
7
'
0
9
"
E
2
0
.
6
4
'
N86° 33' 16"E 53.09'
N53° 33' 40"E 20.64'L=6 9.6 6 6,R =5 8 2.15 2
CHOR D:S 8 9°0 8 '4 8 "ECHORDLENGTH:6 9.6 2
L
=
3
9.3
82,
R=27.285
C
H
O
R
D:
S38°20'54"E
C
H
O
R
D
L
E
N
GTH:36.05S7° 39' 09"W 30.56'L=87.745,R=265.000CHORD:N87°27'49"WCHORDLENGTH:87.34
L=97.258,R=325.000CHORD:N88°22'35"WCHORDLENGTH:96.90
N23° 26' 07"E 27.32'L =58.546,R=53.000C H O R D :N 55°04'52"EC H O R D LEN G TH:55.61INSTALL 3'-0" TALL
(MINIMUM) HANDRAIL
ALONG TOP OF NEW
RETAINING WALL
ALL AREAS OUTSIDE OF THE NEW
PLAYGROUND CONSTRUCTION LIMITS
TO REMAIN PROTECTED GREENSPACE
(NOT TO BE DISTURBED
ALL AREAS OUTSIDE OF THE NEW
PLAYGROUND CONSTRUCTION LIMITS
TO REMAIN PROTECTED GREENSPACE
(NOT TO BE DISTURBED
R/W LINE FOR BEAR VALLEY CIRCLE
PROPERTY BOUNDARY FOR GS TRACT D
EXISTING GREENSPACE TRACT D
OF BEAR DEN ESTATES BLOCK 1
ADA ACCESS RAMP WWWWWWWWWWWWWWWWWWWWNEW SIDEWALK TO
MATCH EXISTING
SIDEWALK @ TIE-IN
LOCATIONS
EXISTING FIRE HYDRANT
EXISTING 8" WATER
LINE
-2.2%
-2.
2
%
-2
.2%
TOC: 632.56
POUR-IN PLACE PLAYGROUND SURFACE MATERIAL
6"2"3"W X 2"D KEYWAY FOR MATERIAL STABILIZATION
6" THICK CLASS 7 (SB-2) CRUSHED STONE
COMPACTED TO 95% STANDARD PROCTORDENSITY
1'-6"(2) - CONTINUOUS #4 BARS @
TOP & BOTTOM OF FOOTING
#3 VERTICAL BARS @ 16' O.C., MAX
6"2"POUR-IN PLACE PLAYGROUND SURFACE MATERIAL
6" THICK CLASS 7 (SB-2) CRUSHED STONE
COMPACTED TO 95% STANDARD PROCTORDENSITY
6"W X 2"D KEYWAY FOR MATERIAL
STABLIZATION
1'-6"(2) - CONTINUOUS #4 BARS @
TOP & BOTTOM OF FOOTING
#3 VERTICAL BARS @ 16' O.C., MAX
RET'G WALL TO BE FACED W/ STONE VENEER
(COORDINATE W/ DEVELOPER
1'-0"W RET'G WALL (SEE STRUCTURAL PLANS)
MAXIMUM CROSS
SLOPE IS 2%.
4" THICK CONCRETE REINFORCED W/
6x6 - W2.1xW2.1 SHEET MESH ONLY
ON 2" HI SAND CHAIRS @ 24" O.C., MAX
EACH DIRECTION
NOT TO SCALE
5'-0" (TYPICAL)
NOTE:
ALL SIDEWALK JOINTS TO BE STEEL TROWELED. ALL JOINT EDGES AND SHALL BE SPACED AT
5 FEET ON CENTER MAXIMUM IN ALL DIRECTIONS AND SHALL BE STEEL TROWELED ON A
RADIUS NOT TO EXCEED ONE-HALF INCH.
CONCRETE WALK SECTION
6" TH'K SUBGRADE COMPACTED
TO 95% MODIFIED PROCTOR
DENSITY
8"
8" CMU BLOCK RETAINING WALL SCALE: 1/2"=1'-0"
TYPICAL SECTION THRU 8' CMU RETAINING WALL1'-0"3'-0"1'-4"
1'-4"
6" BELOW T.O. WALL
PROVIDE CONTINUOUS "C"
BALLAST BEHIND WALL
WRAPPED IN FILTER FABRIC
AND CONTINUOUS 4" DIA
PERFORATED SCH80 PVC
PIPE (DRAIN TO DAYLIGHT)
FILL SIDE
(6) - CONTINUOUS #4 BARS @
TOP & BOTTOM OF FOOTING
#4 TRANSVERSE BARS @
12" O.C., MAX ALONG LENGTH
& TOP & BOTTOM OF FOOTING
#4 VERTICAL "L" BAR INTO
FOOTING KEY @ 12" O.C.,
MAX - TURN BAR BACK 8"
INTO KEY
#4 DOWEL BARS @ 16" O.C.,
MAX - LAP 30" W/ VERTICAL
REINFORCING & TURN BACK
18" INTO FOOTING
8" CMU WALL REINFORCED W/
#4 VERTICAL BARS @ 16" O.C., MAX
- FILL ALL CELLS W/ 3000 PSI
GROUT (SEE BAR PLACEMENT
DETAIL FOR OF BAR COVER &
GROUT CLEARANCE)
18"1'-0"6'-0" (MAX)1'-0"2'-8"1" GROUT CLEARANCEFILL SIDE
BAR SPACED @ 16" ON CENTER
2" COVER#4 VERTICAL BARS @ 16"
O.C., MAX - BAR TO BE
LOCATED AS SHOWN IN
EACH CELL
FILL ALL CELLS W/
3000 PSI GROUT
BAR PLACEMENT DETAIL SCALE: 1 1/2"=1'-0"
TYPICAL DETAIL OF VERTICAL REINFORCING PLACEMENT IN CMU CELL
SHEET NUMBER:
PROJECT NUMBER:
REVISION:
PAGE TITLE:
SHEET ISSUE DATE:BEAR DEN ESTATESLittle Rock, ArkansasPHILLIP LEWIS ENGINEERING, INC.Structural + Civil Consultants23620 Interstate 30 | Bryant, ArkansasPH: 501-350-9840BLOCK 1 PLAYGROUNDPLAYGROUND
LAYOUT
C1.1
02-15-2023
0 20FT
SCALE: 1''= 10'
5 1010
PLAYGROUND LAYOUT SCALE 1" = 10'
PERIMETER RETAINING WALL OPTION 1 SCALE 1" = 1'
DECORATIVE RETAINING WALL
SURFACING (COORDINATE W/
DEVELOPER)SCALE 1" = 1'PERIMETER RETAINING WALL OPTION 2 SCALE 1" = 1'
Approved by PC 3-9-23