HomeMy WebLinkAboutZ-8049 Map 111 2
14
GENERAL NOTES
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.
CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION.
CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR
OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED
AS A RESULT OF THIS CONSTRUCTION PROJECT.
CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE
OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY.
ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED
IN ACCORDANCE WITH THE LITTLE ROCK WASTEWATER UTILITY'S
"SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS" LATEST EDITION.
ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE TO CENTRAL ARKANSAS WATER REQUIREMENTS.
CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK.
. 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.
. 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 2 TONS/ACRE IS TO BE
APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
0. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND SILT
FENCE ARE TO BE PLACED TO PROTECT DRAINAGE SYSTEM.
1. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING
OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY
AND PUBLIC ROADS.
12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM
ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED.
13. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE GRADING PERMIF.
CONTACT VINCE FLORIANI AT THE CITY OF LITTLE ROCK PUBLIC WORKS
DEPARTMENT(371-4817).
14. FOR EROSIN CONTROL, STAKE HAY BALES AND SILT FENCE IN PLACE
PRIOR TO CONSTRUCTION.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING A NOTICE OF INTENT AND
POLLUTION PREVENTION PLAN AS REQUIRED BY THE DPC&E. ALL PERMITS SHALL
BE ACQUIRED PRIOR TO THE START OF CONSTRUCTION.
355.49
BOLLARD
SECTION
BOLLARD DETAIL
NOTE: APRON LAYOUT SHOWN IS TYPICAL.,
SEE DIMENSIONING PLAN FOR SPECIFIC
LAYOUT INFORMATION.
RADIUS
DIMENSIONING
PLAN
AND GUTTER
IUS VARIES
PROPERTY LINE
APP ON INTEGRAL CURB
REMOVE AND REPLACE { \ �K G RADE CONSTRUCTION JOINT
EX. SIDEWALK AS
"��MATCH CURB
REQUIRED WITH H.C. RAMPL/
INE
MATCH EXISTING
CURB AND GUTTER\ 0.05' LIP IN LINE W/
\` FACE OF CURB
7" CONC. W/ 64X6" - W2.9 X W2.9
WELDED WIRE FABRIC SHEETS
CONCRETE APRON DETAIL
NTS
S 88'22'46" E 994.51'
_' �T—E �1 URE 7 FL—IIfl� QP -_-
40' ACCESS EASEMENT
INST. N0. 96-56463
N 88'22'18" W -
6" CONCRETE
4
�4" CRUSHED AGGREGATE BASE COURSE, CL.7
8' (MIN) COMPACTED SUBGRADE TO 9596
STANDARD PROCTOR DENSITY.
HEAVY DUTY CONCRETE SECTION
NTS
HEAVY-DUTY
ASPHALT
HEAVY-DUTY
ASPHALT
. 108-- ,
0
12"X180, 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
UP
CONCRETE CURB CLASS
3 & 4 UPRIGHT DETAIL
NTS
FARM FENCE.
RELOCATE EXIST. GATE
TO THIS LOCATION
7J G..=_..;;`Ii(;
L '304.90
335.37 fl
o� r
LINK FENCE
LANDSCAPE
AREA
CONCRETE
PAD W/ i
LUMBER SCI
60' RAD. -
CURB &
GUTTER, TYP.
� X
O
/_3" HMAC SURFACE COURSE, TY. 2
CRUSHED AGGREGATE BASE COURSE, CL.7
—8" (MIN) COMPACTED SUBGRADE TO 959
STANDARD PROCTOR DENSITY.
TYPICAL HEAVY DUTY
PAVING SECTION
NTS
PAD
LANDSCAPE
AREA
\3 u
SCAPE
MIKE
CONC.
s ow+h
O
Af
CONCREF. .
3` 23 PA)yNG: :31117
4 . '
7,84' N
HEAVY-DUTY
ASPHALT _
pp gg CSN
N A[ R KE $CAD c a
LANDSCAPE
AREA
/
LANDSCAPE
AREA
HC SIGN
V COLUMN
MONUMENT
SIGN -.,��
STORMWATER
DETENTION
Ian
ONr`
SCALE1
" = 30'
N
1
CHECKED
HI
KP—PRQVM
BY
AT
10/19/06
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SCALE1
" = 30'
DRAWN
BY: BSR
CHECKED
Y:
KP—PRQVM
BY
AT
10/19/06
LITTLE ROCK PLANNING COMMISSION
AgROUFp„ SUBJECT TO THE CONDITIONS
AS \1C' _EL, IN 1"NE PLAN'NiNG CoISNII`'SION
MINUTE REgQkD DATED'
q6 l-fll
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SCALE
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LITTLE ROCK PLANNING COMMISSION
AgROUFp„ SUBJECT TO THE CONDITIONS
AS \1C' _EL, IN 1"NE PLAN'NiNG CoISNII`'SION
MINUTE REgQkD DATED'
q6 l-fll
"' 30 15 0 30 60
SCALE
PROJECT N0.
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PROJECT N0.
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