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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 DAMAGE) OR INTERRUPTED UTILITIES IMMEDIATELY.
5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED
IN ACCORDANCE WITH THE CITY OF LITTLE ROCK WASTE WATER UTILITY
SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS LATEST EDITION.
6. ALL WATER ONES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE TO CENTRAL ARKANSAS WATER REQUIREMENTS.
7. 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.
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 F1 20 40
SCALE
SITE
r
0
SITE INFORMATION
0
S=T IRON PIN
O
TWER MANHOLE
1. 2.33 ACRES
2. GROSS S.F. OF BUILDING: 21,056 S.F.
3. PARKING SPACE: 9' x 18.5' DRIVE AISLE 22/24-
4. PROPOSED USE: OFFICE/RETAIL
5. OFFICE/RETAIL RATIO: 12,600/8,456 = 1.49
CAS METER
N
FIRE HYDRANT
X
PARKING COUNT
0
WATER METER
®
TELEPHONE BOX
PROVIDED: REGULAR 9' x 18.5': 85
HANDICAPPED: 5
90
REQUIRED PARKING: 59
POWER POLE
L11Y WIRE
SITE AREAS
TRANSFORMER OR JCT BOX
CABLE TELEVISION BOX
TOTAL AREA = 101,495 SQUARE FEET
BUILDING AREA = 21,056 SQUARE FEET 20.8%
PARKING AREA = 43,040 SQUARE FEET 42.4%
LANDSCAPE AREA = 39,853 SQUARE FEET 36.8%
INTERIOR L.S. AREA = 3,476 SQUARE FEET 8.1%
--
BALDING SETBACK LINE
PROPOSED ZONING: P.O.D.
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 DAMAGE) OR INTERRUPTED UTILITIES IMMEDIATELY.
5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED
IN ACCORDANCE WITH THE CITY OF LITTLE ROCK WASTE WATER UTILITY
SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS LATEST EDITION.
6. ALL WATER ONES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE TO CENTRAL ARKANSAS WATER REQUIREMENTS.
7. 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.
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 F1 20 40
SCALE
SITE
r
0
FWND IRON PIN
0
S=T IRON PIN
O
TWER MANHOLE
Q
CAS METER
N
FIRE HYDRANT
X
WATER LINE VALVE
0
WATER METER
®
TELEPHONE BOX
POWER POLE
L11Y WIRE
TRANSFORMER OR JCT BOX
CABLE TELEVISION BOX
PROPERTY LINE
--
BALDING SETBACK LINE
_- -----
EASEMENT UNE
- - -
- _-- CONC. CURB & GUTTER
-
WOOD PRIVACY FENCE
SANITARY SEWER LINE
(NERHEAD ELECTRIC LINES
FLOWLINE DRAINAGE DITCH
PROPOSED CONC. CURB
PROPOSED SHRUB
AR. HIGHWAY 10/CANTRELL ROAD
(R.O.W. VARIES)
ARKANSAS STATE HWY. 10
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CHECKED BY
APPROVED BY
DATE : 02/01/06
CORPORATE SEAL
PROJECT NO.
06-001
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