HomeMy WebLinkAboutZ-6596-A Map 8NOTE: APRON LAYOUT SHOWN IS TYPICAL.
SEE DIMENSIONING PLAN FOR SPECIFIC
LAYOUT INFORMATION.
RADIUS
DIMENSIONING
PLAN
REMOVE AND REPLACE
EX. SIDEWALK AS
REQUIRED WITH H.C. RAMP
MATCH EXISTING
CURB AND GUTTER
AND GUTTER
VARIES
TY UNE
CURB
`MATCH CURB
GRADE LINE
KEYED CONSTRUCTION JOINT
0.05' LIP IN LINE W/
FACE OF CURB
7' CONC. W/ 6'X6' - W2.9 X W2.9
WELDED WIRE FABRIC SHEETS
CONCRETE APRON DETAIL
NTS
20 10 0 20 40
SCALE
12"X18", 18 GA. STEEL, BAKED ENAMEL,
HANDICAP PARKING SIGN R7-8, AS SHOWN
IN THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
4"X4" STEEL TUBE WITH WELDED
TOP CAP, ANCHORED 24" IN SOLID
CONCRETE (12" DIA. HOLE).
COLORS
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
HANDICAP SIGN
NTS
,82" RADIUS
T_ 1/4" LIP
CONCRETE CURB CLASS
3 & 4 UPRIGHT DETAIL
NTS
a
CONCRETE 1
APRON
\ HANDICAP
RAMP \
a
Z \GURTTTER
61
O_p
G
� a s
1T� �
CURB INLET
TOP 432.16
F BOX 428.2
CURB &
GUTTER
18"
HMAC SURFACE COURSE, TY. 2
9" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR DENSITY.
TYPICAL HEAVY DUTY
PAVING SECTION
NTS
LOT 1 REPLAT
SOUTHALL SUBDIVISION
37.100 8.00'
iI I i
\ LANDSCAPE
\ m \ AREA
r�NDiCAP
AMP
At
PAF
y SIGI
1 V
.' AC(
. o> ,�
w U N Q
�- LANDSCAPE
AREA
L
SIDEWALKS AREA OF
ED DRIVE, j
CONC.1
HEADWALL
(N 88'14' E 165.97' PUT)
N 88'14'00 E 166.00' MEAS.
5' EASEMENT 9
LANDSCAPE LANDSCAE
AREA
TRACT C-1
1 STORY
FRAME BUILDING
F.F. ELEV. 433.36
84.3'
ASPHALT
PAVING
S 88' 11'48' W •128.74' MEAS.
(S 88' 14'00 W 12&85' PUT)
CONC.
k�
34.0'
5/8' REBAR
FOUND
0
S
m
LOT 1 REPLAT
SOUTHALL SUBDIVISION
T'- 0.6T CONCRETE
m/ RETAINING WALL
/ W/ CHAIN LINK FENCE
O
m
O
S
m �
4IE 4
55MH
O TOP RIM 431.91
FL 8' OUT S. 423.61
1/2' REBAR
FOUND
- OHE --
LEGEND
6-
FIRE HYDRANT
WATER METER
0
C9
Q
MANHOLE
,0'
UTILITY POLE
1.00.
LIGHT POLE
c
GAS METER
--e--
WOOD FENCE
�--
na
'8
i
mN
0
7,
0
LOT 1 REPLAT
SOUTHALL SUBDIVISION
T'- 0.6T CONCRETE
m/ RETAINING WALL
/ W/ CHAIN LINK FENCE
O
m
O
S
m �
4IE 4
55MH
O TOP RIM 431.91
FL 8' OUT S. 423.61
1/2' REBAR
FOUND
- OHE --
--3"'—W- EXISTING UTILITY LINE
OHE = OVERHEAD
ELECTRIC
SS = SANT. SEWER
GENERAL NOTES
1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE
BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE
HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL
BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION.
2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION.
3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR
OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED
AS A RESULT OF THIS CONSTRUCTION PROJECT.
4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE
OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY.
5. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK.
6. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL
BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING
IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE
APPLIED WITHIN TWO WEEKS OF FINAL GRADING,
7. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW
TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING
IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE
APPLIED WITHIN TWO WEEKS OF FINAL GRADING,
8. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING
OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY
AND PUBLIC ROADS.
9. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM
ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED.
0, PROPERTY DESCRIPTION
TRACT C-1, RAINWOOD FOREST, LITTLE ROCK,
ARKANSAS AS RECORDED IN PLAT BOOK 36,
PAGE 92, IN THE OFFICE OF THE CIRCUIT
CLERK OF PULASKI COUNTY, ARKANSAS.
LOT 476 ` f� (� •
PLEASANTREF
FIRST ADDITION V 1'
CPS
O .l%Qi
7 -
LEGEND
6-
FIRE HYDRANT
WATER METER
0
WATER VALVE
Q
MANHOLE
,0'
UTILITY POLE
0
LIGHT POLE
c
GAS METER
--e--
WOOD FENCE
�--
CHAIN LINK FENCE
--3"'—W- EXISTING UTILITY LINE
OHE = OVERHEAD
ELECTRIC
SS = SANT. SEWER
GENERAL NOTES
1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE
BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE
HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL
BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION.
2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION.
3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR
OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED
AS A RESULT OF THIS CONSTRUCTION PROJECT.
4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE
OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY.
5. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK.
6. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL
BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING
IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE
APPLIED WITHIN TWO WEEKS OF FINAL GRADING,
7. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW
TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING
IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE
APPLIED WITHIN TWO WEEKS OF FINAL GRADING,
8. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING
OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY
AND PUBLIC ROADS.
9. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM
ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED.
0, PROPERTY DESCRIPTION
TRACT C-1, RAINWOOD FOREST, LITTLE ROCK,
ARKANSAS AS RECORDED IN PLAT BOOK 36,
PAGE 92, IN THE OFFICE OF THE CIRCUIT
CLERK OF PULASKI COUNTY, ARKANSAS.
LOT 476 ` f� (� •
PLEASANTREF
FIRST ADDITION V 1'
CPS
O .l%Qi
7 -