HomeMy WebLinkAboutZ-8406 Map 3GENERAL 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 WITH THE CITY OF LITTLE ROCK WASTE WATER UTIUTY
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.
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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.
13. STORM WATER DETENTION WILL BE DESIGNED ON -SITE
OWNER: RENE' LaVERGNE
14104 TAYLOR LOOP ROAD
LITTLE ROCK, ARKANSAS 72211
DEVELOPER: MICHAEL KITCHENS
ADDRESS
LITTLE ROCK, ARKANSAS 72205
REPRESENTATIVE: MARK E. RICKETT, PE
1425 VICTORIA LANE
LITTLE ROCK, ARKANSAS 72223
(501) 821-5590
LEGAL DESCRIPTION:
LOTS 1 & 2, CHESTER PHIWPS ADDITION TO THE CITY OF LITTLE ROCK,
PULASKI COUNTY, ARKANSAS
NOTES:
1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE
NOTED.
2. ALL PAINT STRIPE MARKINGS SHALL BE 4" WIDE YELLOW TRAFFIC
PAINT WITH THE EXCEPTION OF HANDICAP AND DIRECTIONAL
MARKINGS. SEE DETAIL SHEETS FOR INFORMATION.
3. PAINT HANDICAP PARKING BUMPER CURBS AND SLOPED PORTIONS
OF SIDEWALKS HANDICAP BLUE.
4. BOUNDARY & TOPOGRAPHIC SURVEY BY
5. SUBJECT PROPERTY ZONED R-2
6. ALL BUILDING DIMENSION TIES ARE TO THE FOUNDATION SLAB
AND ARE PERPENDICULAR TO THE PROPERTY LINE. SEE THE
ARCHITECT'S FOUNDATION PLAN FOR SLAB DIMENSIONS.
7. SURVEY INFORMATION TAKEN FROM PLAT DRAWING BY OTHERS.
THIS DRAWING DOES NOT GUARANTEE THE ACCURACY
OF SURVEY DATA.
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SITE INFORMATION
1. 1.16 ACRES
2. GROSS S.F. OF BUILDING: 7,500 S.F.
3. PARKING SPACE: 9' x 20' DRIVE AISLE 26/28'
4. PROPOSED USE: DENTAL OFFICE
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PARKING COUNT
PROVIDED: REGULAR 9' x 20': 35
HANDICAPPED: 2
37
REQUIRED PARKING: 12/18
SITE AREAS
TOTAL AREA = 50,678 SQUARE FEET
BUILDING AREA = 7,500 SQUARE FEET
FUTURE BLDG. AREA = 5,000 SQUARE FEET
PARKING AREA = 16,692 SQUARE FEET
INTERIOR L.S. AREA = 1,796 SQUARE FEET
LANDSCAPE AREA = 15,153 SQUARE FEET
14.8%
9.9%
32.9%
10.8%
31.6%
PROPOSED ZONING: P O.D.
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OWNERSHIP OF DOCUMENTS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS
INCORPORATED HEREIN, AS AN INSTRUMENT OF
PROFESSIONAL SERVICES, IS THE PROPERTY OF RICKETT
ENGINEERING, INC., AND IS NOT TO BE USED, IN
WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF RICKETY ENGINEERING, INC.
SAFETY NOTICE TO CONTRACTOR
IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, THE CONTRACTOR WILL BE SOLELY AND
COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB
SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY
DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT
WILL APPLY CONTINUOUSLY .AND NOT BE LIMITED TO
NORMAL WORKING HOURS.
THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION
REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE
CONSTRUCTION SITE.
ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS
WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE
ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF
THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MI.:.ASURES TO PROTECT THE UTILITY LINES SHOWN, AND
AIL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE
DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE
Al LD PRIOR TO THE INITIATION OF THE ACTUAL PORTION
OF THEIR WORK. -
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DATE : 10/15/08
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PROJECT NO.
08- 0112