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Lots 1--6 and Lots 19--24, Block 16, Hicks 24"
Interurban Addition to trite City of Little CONCRETE CURB CLASS
Rock, Pulaski County' Arkansas, 3 & 4 UPRIGHT DETAIL
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AREA MODIFIED TO REFLECT
AS --CONSTRUCTED DIMENSIONS
3/4"Pipe
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LAYOUT INFORMATION.
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Global Stability Calculations, Static Condition F.S. - 1.3 Min.
BOLLARD,
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ASPHALT
X
R4.50
0
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BOLDS
DIMENSIONING
height and in the portion of the wall with the steepest front slope.
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Maximum Reinforcement Spacing - 2.0 feet.
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5.
Minimum Anchor Length = 1.0 feet.
RADIUS VARIE
9.60
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The following live and dead loads must be used, where applicable, in the gglobal and wall talc's:
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LANDSCAPE
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The soil parameters used in the design must be correlated from the Information presented in
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geotechntcal report project.
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FACE OF
CURB
to
8.
The partial factors of safety for the geogrids provided by the geogrld manufacturer must be
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0.41'
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LANDSCAPE.-
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REVISIONS
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The wall calculations must Include the hydrostatic pressures resulting from a rapid drawdown
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from the 100 year flood elevation to the normal pool elevation and any live loads or slopes
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ASPHALT
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The block, geogrid, drainage layer, flit and other wall items must be installed per the block and
DIMENSIONING
PAVING
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geogrid manufacturers recommendations.
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PLAN
oLANDSCAPE
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AREA
ALL DRIVES TO BE CONSTRUCTEJOF
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8" DIA, SCH. 40 STEEL
PIPE, FILLED WITH
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R12.00
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CONCRETE,
STALLS TOOBE CONSTRUCTED F
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CAST -IN-PLACE RETALtiIN0 WALL W,142" HANDRAIL
E- GUY ANCHOR
LIGHT-DU't"Y ASPHALT.
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LANDSCAPE
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PAD
AREA
_
FIRE HYDRANT
0 10 20 40
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-
- BOUNDARY
07-21-06 1150
----------
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EASEMENT
AREA MODIFIED TO
REFLEC
DATE JOB NO.
XY-------
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_
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SIGN IN
LAYOUT INFORMATION.
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3.
Global Stability Calculations, Static Condition F.S. - 1.3 Min.
BOLLARD,
wi
ASPHALT
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The global stability must be evaluated at the maximum wall
CURB AND GUTTER
TYP. (4)
�7
DIMENSIONING
height and in the portion of the wall with the steepest front slope.
a
4 t�
mP1
Maximum Reinforcement Spacing - 2.0 feet.
a
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VO i
5.
Minimum Anchor Length = 1.0 feet.
RADIUS VARIE
¢ V
6,
The following live and dead loads must be used, where applicable, in the gglobal and wall talc's:
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-
LANDSCAPE
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Heavy Duty Traffic Live Load 250 PSF
Building Slab Live Load 150PSF
F
EX. SIDEWALK AS
MATCH CURB
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Building Foundation 2.0' Wide Strip Footing Load 3000 PSF
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7.
The soil parameters used in the design must be correlated from the Information presented in
the for the
7
L_
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[ti_
1-
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r
N
geotechntcal report project.
_ --
FACE OF
CURB
to
8.
The partial factors of safety for the geogrids provided by the geogrld manufacturer must be
Y
- W2.9 X W2.9
W p
n
9.
used for the appropriate backfill material In the wall design and global stability calculations,
The Interaction coefficients and direct sliding coefficient recommended by theQ
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geogrid-loll
geogrld manufacturer must be used for the appropriate backfill material in both the wall
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design and global stability calculations.
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REVISIONS
DATE
i
The wall calculations must Include the hydrostatic pressures resulting from a rapid drawdown
CL
>_
Q
w
n
R5.00
from the 100 year flood elevation to the normal pool elevation and any live loads or slopes
R5.00
25'BL`ILiTrN;;yFTY.!'.;.,_
-�
-,
18.44
O - SET #4 REBAR W/CAP
11.
The block, geogrid, drainage layer, flit and other wall items must be installed per the block and
DIMENSIONING
0- CONTROLLING CORNER
O
geogrid manufacturers recommendations.
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PLAN
oLANDSCAPE
.__ _.. - LANDSCAPE
o LANDSCAPE
AREA
AREA
I s
AREA
8" DIA, SCH. 40 STEEL
PIPE, FILLED WITH
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Q
I
F FIBER MARKER
CONCRETE,
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I
-o- POWER POLE
CAST -IN-PLACE RETALtiIN0 WALL W,142" HANDRAIL
E- GUY ANCHOR
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WEST 18th STREE i (50' R%W
(ASPHALT)
01 INFORGED WeL (R D SIGN Ci SM!TTA REQUIREMENTS
A minimum of four (4) bound copies of the wall design seated by the wall design engineer must be
submitted for review, The wall design submittal must Include specifications and drawing showing the wall
profiles with geogrld placement and geogrld lengths. The drawings must also Include construction
details specific for the block type used. The wall calculations and global stability calculations must also be
included In the submittal and must clearly show the soil properties and soil parameters used in design.
The wall design engineer must be a registered engineer In the state where the wall is to be constructed and
must have over 300,000 square feet of documentable design experience in the last two years as the design
engineer of record on projects. The wall design engineer of record must submit a certificate of insurance
showing errors and omission (E & 0) Insurance coverage of at least $1,000,000.00. The coverage policy
length must extend for at least two years after completion of the wall installation.
The design shall be In general accordance with the Notional Concrete Masonry Association (NCMA) Design
Manua! for Segmental Retaining Walls, 2nd Edition and follow the geogrld and block suppliers recommendations
for their Individual materials. The submittal shatl address and Include calculations for the following:
L Extemal Stability Calculations, Sliding F.S. - 1.5 Min.
Overturning F.S. = 2.0 Min.
Bearing Capacity F.S. - 2.0 Min,
2. Internal Stability Calculations, Overstress F.S. = 1.0 Min.
Facla Overturning F.S. - 1.5 Min.
Pullout F.S. = 1.5 Min.
j Connection(peak) F.S. 1.5 Min.
Connection(deformation) F.S.. <0.75 Inch
I Shear(peak) F.S. = 1.5 Min.
Fnd, Catton Picker Wr i
Ngtorning F.S. Min.
tes F.S. 1.5 Incnc h
N_181,
40 00'
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WIDTH VARIES
CONCRETE SIDEWALKXis t'�
\ ` THICKNESS
VARIES ,
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6"X6" W2.9XW2.9COMPACTED SUB BASE GRANULAR BASE COURSEi,
WELDED WIRE FABRIC
LAYOUT INFORMATION.
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3.
Global Stability Calculations, Static Condition F.S. - 1.3 Min.
LL
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LU
Oo
VARIES -SEE
The global stability must be evaluated at the maximum wall
CURB AND GUTTER
�7
DIMENSIONING
height and in the portion of the wall with the steepest front slope.
a
4 t�
4.
Maximum Reinforcement Spacing - 2.0 feet.
a
a
VO i
5.
Minimum Anchor Length = 1.0 feet.
RADIUS VARIE
¢ V
6,
The following live and dead loads must be used, where applicable, in the gglobal and wall talc's:
aGONo RE-'"
Q
Parking Lot Live Loads 150AF
.. .,
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Z
k 2
Heavy Duty Traffic Live Load 250 PSF
Building Slab Live Load 150PSF
EX. SIDEWALK AS
MATCH CURB
Building Foundation 2.0' Wide Strip Footing Load 3000 PSF
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W
7.
The soil parameters used in the design must be correlated from the Information presented in
the for the
7
L_
z
[ti_
1-
W
r
N
geotechntcal report project.
FACE OF
CURB
8.
The partial factors of safety for the geogrids provided by the geogrld manufacturer must be
Y
- W2.9 X W2.9
W p
n
9.
used for the appropriate backfill material In the wall design and global stability calculations,
The Interaction coefficients and direct sliding coefficient recommended by theQ
�'
H
W q
geogrid-loll
geogrld manufacturer must be used for the appropriate backfill material in both the wall
O
J
V
y ti
3
design and global stability calculations.
REVISIONS
DATE
10.
The wall calculations must Include the hydrostatic pressures resulting from a rapid drawdown
CL
>_
Q
w
n
from the 100 year flood elevation to the normal pool elevation and any live loads or slopes
• - FOUND MONUMENT
behing the wall, where applicable,
O - SET #4 REBAR W/CAP
11.
The block, geogrid, drainage layer, flit and other wall items must be installed per the block and
DIMENSIONING
0- CONTROLLING CORNER
geogrid manufacturers recommendations.
O - SET P. K. NAIL
PLAN
4k - COTTON PICKER SPINDLE
r
V
(A) - ACTUAL MEASUREMENT
Z
(D) - DEEDED MEASUREMENT
8" DIA, SCH. 40 STEEL
PIPE, FILLED WITH
Q
F FIBER MARKER
CONCRETE,
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E- GUY ANCHOR
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CONCRETE SIDEWALKXis t'�
\ ` THICKNESS
VARIES ,
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FOR SPECIFIC
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6"X6" W2.9XW2.9COMPACTED SUB BASE GRANULAR BASE COURSEi,
WELDED WIRE FABRIC
LAYOUT INFORMATION.
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UJ
TURN DOWN SIDEWALK CONCRETE
NTS
LL
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s-2" HMAC SURFACE COURSE, TY. 2
_ i 1
4" CRUSHED AGGREGATE BASE COURSE, CL7
8" (MIN) COMPACTED SUBGRADE TO 95X
STANDARD PROCTOR DENSITY.
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HEAVY DUTY CONCRETE SECTION
NTS
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Fnd. #S Rebar
88°4 15" E
1B"z = = U
SECTION Q VZMEMEN w �
BOLLARD DETAILH o o
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/// U.
IRKING 12"X18", 18 GA. STEEL, BAKED ENAMEL, z
HANDICAP PARKING SIGN R7-8, AS SHOWN
® IN THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
vJ
,.�ves�se�
o w 1
EI 4"X4" STEEL TUBE WITH WELDED
o N TOP CAP, ANCHORED 24" IN SOLID
z CONCRETE (12" DIA. HOLE).
COLORS
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
HANDICAP SIGN
NTS
NOTE: APRON LAYOUT SHOWN IS TYPICAL.
SEE DIMENSIONING PLAN
FOR SPECIFIC
LAYOUT INFORMATION.
a
VARIES -SEE
CURB AND GUTTER
DIMENSIONING
a
•
a
a
_ i 1
4" CRUSHED AGGREGATE BASE COURSE, CL7
8" (MIN) COMPACTED SUBGRADE TO 95X
STANDARD PROCTOR DENSITY.
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HEAVY DUTY CONCRETE SECTION
NTS
i I
I
Fnd. #S Rebar
88°4 15" E
1B"z = = U
SECTION Q VZMEMEN w �
BOLLARD DETAILH o o
v ) o T
/// U.
IRKING 12"X18", 18 GA. STEEL, BAKED ENAMEL, z
HANDICAP PARKING SIGN R7-8, AS SHOWN
® IN THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
vJ
,.�ves�se�
o w 1
EI 4"X4" STEEL TUBE WITH WELDED
o N TOP CAP, ANCHORED 24" IN SOLID
z CONCRETE (12" DIA. HOLE).
COLORS
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
HANDICAP SIGN
NTS
NOTE: APRON LAYOUT SHOWN IS TYPICAL.
SEE DIMENSIONING PLAN
FOR SPECIFIC
LAYOUT INFORMATION.
VARIES -SEE
CURB AND GUTTER
DIMENSIONING
PLAN ,
DIUS VARIES
RADIUS VARIE
PROPERTY LINE
aGONo RE-'"
.. .,
INTEGRAL CURB
REMOVE AND REPLACE
EX. SIDEWALK AS
MATCH CURB
REQUIRED WITH H.C. RAMP
GRADE UNE
MATCH EXISTING KEYED CONSTRUCTION JOINT
AS -BUILT
9/7/07
CURB AND GUTTER 0.05' UP
IN LINE W/
FACE OF
CURB
7" CONC. W/ 6"X6"
- W2.9 X W2.9
WELDED WIRE FABRIC SHEETS
CONCRETE APRON
DETAIL
-
REVISIONS
DATE
NTS
LEGEND
• - FOUND MONUMENT
O - SET #4 REBAR W/CAP
0- COMPUTED POINT
DIMENSIONING
0- CONTROLLING CORNER
O - SET P. K. NAIL
PLAN
4k - COTTON PICKER SPINDLE
(A) - ACTUAL MEASUREMENT
(D) - DEEDED MEASUREMENT
(P) - PLATTED MEASUREMENT
92 GAS METER
F FIBER MARKER
-o- POWER POLE
E- GUY ANCHOR
n
El PHONE PEDESTAL
01
Q SEWER MANHOLE
1 e
m SIGN
G GAS MARKER
NORTH
®WATER METER
W WATER VALVE
FIRE HYDRANT
0 10 20 40
-
- BOUNDARY
07-21-06 1150
----------
- -m BULDING LINE
EASEMENT
7%m:7
DATE JOB NO.
XY-------
?; -- FENCE LINE
---- --- ROAD
C
1
- - -
SCALE IN FEET
•
° -
OVERHEAD ELECTRIC
SHEET
OF