HomeMy WebLinkAboutZ-8016 Map 2GENERAL 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. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED
IN ACCORDANCE TO THE LITTLE ROCK WASTE WATER UTILITIES
"SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS" LATEST EDITION.
6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE TO THE LITTLE ROCK WATER DEPARTMENT REQUIREMENTS.
7. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK.
8. 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.
9. 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.
10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL
FILTER BERMS ARE TO BE PLACED TO ALLOW FLOW THROUGH THE BERM.
11. 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.
20 10 0 Fl 20 40
SCALE
7
\800 -48? -,8%
O
Z
m
EXISTING DRIVE
n
r-�
D
FTI
FTI
'-yo/ (�
V
Nlc3* cm
ca
c
mm
am= ti •CD
ar
ai H N c
Qi y M to •=
N
c" .w 00
40 Ja
oC ao 0o L
W
�+ OIne- d
d 4) v
i+ O x
40 idti E
SCALE
DRAWN BY: MER
CHECKED BY
APPROVED BY:
DATE: 02/24/06
CORPORATE SEAL
SITE INFORMATION
1. 0.857 ACRES
2. GROSS S.F. OF BUILDING: 3,180 S.F.
3. PARKING SPACE: 9' x 18.5' DRIVE AISLE 22/24'
4. PROPOSED USE: RESTAURANT
z
PARKING COUNT
PROVIDED: REGULAR 9' x 18.5': 33
HANDICAPPED: 2
35
REQUIRED PARKING:
SITE AREAS
TOTAL AREA = 37,329 SQUARE FEET
IMPERVIOUS AREA = 30,976 SQUARE FEET 83%
GREEN AREA = 6,353 SQUARE FEET 17%
PARKING AREA = 23,837 SQUARE FEET
INTERIOR LANDSCAPE AREA = 1,218 SQUARE FEET 5.1%
ZONING:
20 10 0 Fl 20 40
SCALE
7
\800 -48? -,8%
O
Z
m
EXISTING DRIVE
n
r-�
D
FTI
FTI
'-yo/ (�
V
Nlc3* cm
ca
c
mm
am= ti •CD
ar
ai H N c
Qi y M to •=
N
c" .w 00
40 Ja
oC ao 0o L
W
�+ OIne- d
d 4) v
i+ O x
40 idti E
SCALE
DRAWN BY: MER
CHECKED BY
APPROVED BY:
DATE: 02/24/06
CORPORATE SEAL
Q
S
Y
Q
LiJ
PROJECT NO.
06-003
SHEET NO.
C2._
z
0
rn
w
Q
S
Y
Q
LiJ
PROJECT NO.
06-003
SHEET NO.
C2._