HomeMy WebLinkAboutZ-7699-B Map 1SITE INFORMATION
1. 2.33 ACRES
2. GROSS S.F. OF BUILDING: 19,800 S.F.
3. PARKING SPACE: 9' x 18.5' DRIVE AISLE 24/30'
4. PROPOSED USE: OFFICE
PARKING COUNT
PROVIDED: REGULAR 9' x 18.5': 81
HANDICAPPED: 4
85
REQUIRED PARKING: 49
SITE AREAS
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%
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 DAMAGED OR INTERRUPTED UPUTIES IMMEDIATELY.
5. ALL SEWER ONES 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 LINES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE TO CENTRAL ARKANSAS WATER 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 20 40
SCALE
SITE
0
•
n
FOUND IRON PIN
SET IRON PIN
SEWER MANHOLE
GAS METER
FIRE HYDRANT
WATER LINE VALVE
WATER METER
TELEPHONE BOX
POWER POLE
GUY WIRE
TRANSFORMER OR JCT BOX
CABLE TELEVISION BOX
PROPERTY UNE
BUILDING SETBACK LINE
EASEMENT LINE
CONC. CURB & GUTTER
WOOD PRIVACY FENCE
SANITARY SEWER LINE
OVERHEAD ELECTRIC UNES
FLOWUNE DRAINAGE DITCH
PROPOSED CONC. CURB
PROPOSED SHRUB
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AR. HIGHWAY 10/CANTRELL ROAD
(R.O.W. VARIES)
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SITE INFORMATION
1. 2.33 ACRES
2. GROSS S.F. OF BUILDING: 19,800 S.F.
3. PARKING SPACE: 9' x 18.5' DRIVE AISLE 24/30'
4. PROPOSED USE: OFFICE
PARKING COUNT
PROVIDED: REGULAR 9' x 18.5': 81
HANDICAPPED: 4
85
REQUIRED PARKING: 49
SITE AREAS
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%
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 DAMAGED OR INTERRUPTED UPUTIES IMMEDIATELY.
5. ALL SEWER ONES 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 LINES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE TO CENTRAL ARKANSAS WATER 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 20 40
SCALE
SITE
0
•
n
FOUND IRON PIN
SET IRON PIN
SEWER MANHOLE
GAS METER
FIRE HYDRANT
WATER LINE VALVE
WATER METER
TELEPHONE BOX
POWER POLE
GUY WIRE
TRANSFORMER OR JCT BOX
CABLE TELEVISION BOX
PROPERTY UNE
BUILDING SETBACK LINE
EASEMENT LINE
CONC. CURB & GUTTER
WOOD PRIVACY FENCE
SANITARY SEWER LINE
OVERHEAD ELECTRIC UNES
FLOWUNE DRAINAGE DITCH
PROPOSED CONC. CURB
PROPOSED SHRUB
mY�
AR. HIGHWAY 10/CANTRELL ROAD
(R.O.W. VARIES)
ARKANSAS STATE HWY. 10
101 U -1p YYY :2iV0 _
EXISTING,,--
POND
XISTING/POND \
'RIVACY FENCE
SCALE 1 rr = 20'
PRAWN BY MER
CHECKED BY:
APPROVED BY
DATE : 2/21407
CORPORATE SEAL
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PRAWN BY MER
CHECKED BY:
APPROVED BY
DATE : 2/21407
CORPORATE SEAL
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