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ARCHITECTS ENGINEERS, INC. ALL RIGHTS KtStKVtU
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SITE LAYOUT PLAN
V=20'4'
NORTH
0 10' 20' 40'
SCALE:1"=20'
LEGEND
NEW ASPHALT PAVEMENT
NEW CONCRETE WALK I
NEW INTEGRAL CURB
SITE LAYOUT PLAN NOTES
1. PRIOR TO CLEARING, THE CONTRACTOR SHALL INSTALL EROSION CONTROL STRUCTURES AND DEVICES AND
TREE PRESERVATION FENCING.
2. CONTRACTOR SHALL BE CONFINED TO THE LIMITS OF CONSTRUCTION SHOWN UNLESS OTHER PROVISIONS
HAVE BEEN MADE WITH THE OWNER.
3. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL EXISTING SITE CONDITIONS DISTURBED BY
CONSTRUCTION ACTIVITIES BACK TO EXISTING OR BETTER CONDITIONS.
4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING PUBLIC STREETS OR OTHER PUBLIC
INFRASTRUCTURE DUE TO CONSTRUCTION.
5. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO WORK BEGINNING.
6. ALL AREAS WITHIN THE PAVED AREAS 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.
7. ALL AREAS NOT WITHIN THE PAVED AREAS 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,
8. THE CONTRACTOR SHALL PROTECT SAW CUT EDGE OF ASPHALT FROM RAVELING DURING CONSTRUCTION.
WHERE RAVELING OCCURS PRIOR TO NEW PAVEMENT BEING PLACED THE CONTRACTOR MAY BE REQUIRED
TO PROVIDE ADDITIONAL SAW CUT, AT THE CONTRACTOR'S EXPENSE, TO PROVIDE A CLEAN EDGE FOR
PAVING OR OTHER IMPROVEMENTS.
9. PARKING SPACE STRIPING SHALL BE 4" WIDE, WHITE NON -REFLECTIVE TRAFFIC PAINT. ZONE STRIPING SHALL
BE @ 2' CENTERS AND AT 45° TO LINE OF TRAFFIC.
10. DIMENSIONS TO CURBS ARE TO BACK OF CURB. DIMENSIONS TO BUILDINGS ARE TO OUTSIDE FACE OF
BUILDING WALL.
11. MINIMUM CURB RADIUS SHALL BE 2'.
12. THE CONTRACTOR SHALL LAYOUT AND VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION, ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR DIRECTION AND
RESOLUTION PRIOR TO PROCEEDING.
13. PROVIDE EXPANSION JOINTS IN ALL CASES WHERE CONCRETE FLATWORK MEETS VERTICAL STRUCTURES
OR WHERE NEW CONCRETE FLATWORK ABUTS EXISTING CONCRETE PAVING.
14. RESTORATION AND CLEANUP SHALL BE COMPLETE PRIOR TO ACCEPTANCE OF THE JOB.
15. SEE DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
16. CONTRACTORS ARE TO USE THE LIMITS OF CONSTRUCTION FOR ANY STAGING AND LAY DOWN AREA
REQUIRED FOR THE PROJECT.
17. ALL WORK DONE IN PUBLIC RIGHT-OF-WAY SHALL MEET THE REQUIREMENTS AND SPECIFICATIONS OF THE
GOVERNING AUTHORITY.
18. THE CONTRACTOR IS RESPONSIBLE FOR ANY STREET SIGNS OR SIGNS IN RIGHT-OF-WAY THAT WERE
REMOVED DURING CONSTRUCTION SHALL REPLACE/REINSTALL AS SOON AS PRACTICAL. TEMPORARY
SIGNS SHALL BE INSTALLED DURING CONSTRUCTION.
19. THE CONTRACTOR SHALL RELOCATE EXISTNG STREET SIGNS THAT ARE OBSCURED BY NEWLY PLACED
LANDSCAPING. COORDINATE WITH AUTHORITY HAVING JURISDICTION (AHJ) SHOULD QUESTIONS ABOUT
RELOCATIONS ARISE.
20. THE CONTRACTOR SHALL BE RESPONSIBLEFOR REPLACING NEWLY PAVED AREAS THAT SHOW
DIFFERENTIAL SETTLEMENT OR RANDOM CRACKING AT ENGINEER'S DISGREIRM BOARD OF ADJUSTMENT
APPROVED, SUBJECT TO THE CONDITIONS
AS NOTED IN THE BOARD OF ADJUS_TMI:NT—
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300 east 6th Street little rock, ar 72202
01.372.2900 cro mwell.com
Issue Date Project Number
FEBRUARY 26, 2019 2018-224
Drawing Tithe
SITE LAYOUT PLAN
CS101
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300 east 6th Street little rock, ar 72202
01.372.2900 cro mwell.com
Issue Date Project Number
FEBRUARY 26, 2019 2018-224
Drawing Tithe
SITE LAYOUT PLAN
CS101