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RETANW WALL ((YPE T 01)
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EXISTING BUILDING
FF ELEV = 363.08'
AREA - 1
AREA - 3
AREA, 2
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LEGEND
- - — EXISTING CONTOUR SURVEYED BY:
PROPOSED CONTOUR H'i or
- N BUILDING OUTLINE
CURB, SIDEWALK AND MARKINGS 5800 Evergreen Drive
SCALE: 1" = 10'. Little Rock, AR 72205
NEW CONCRETE SIDEWALKS Ph (501) 663-8800
101 5' 0 10 Fax (501) 588-0123
NEW ASPHALT SURFACE www.harborenv.eoin
NEW CONCRETE RETAINING WALLS
NEW SOD AREAS
TP TOP OF PAVEMENT
TW TOP OF WALL
SW SIDEWALK
IMPROVEMENTS NOTES
CON
STRUCTION NOTES
1. ALL THREE CONSTRUCTION AREAS ARE DESIGNED TO COMPLY WITH ADA ACCESSIBILITY
RE
QUIREMENT
EME NT AS SPECIFIED. E IFIED
2. FINAL SLOPES WITHIN 25' OF THE ADA PARKING SHALL BE MAXIMUM 2% IN ALL
DI
RECTIONS. ONS3:MAXIMUM ALLOWABLE SLOPES. 5/LONGITUDINAL AND°
CROSS.
4. CONTRACTOR SHALL STRICTLY FOLLOW THE GRADING LAN.
5. MANY ELEVATION POINTS ARE GIVEN IN ALL THREE AREAS AS AN AID TO LAYOUT THE PARKING LOT.
CONTRACTOR SHALL CHECK THE SLOPES OF THE FINAL SURFACE OF THE BASE.
6. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY CONFLICT BETWEEN THE DESIGNED SLOPE AND
ADA REQUIRED SLOPES IS NOTICED.
7. CONTRACTOR SHALL REQUEST ENGINEERS APPROVAL OF THE FINISHED GRAVEL SURFACE BEFORE
ASPHALT PAVING.
8. SAVED GRAVEL MATERIAL FROM DEMOLITION SHALL BE REUSED FOR COMPACTED GRAVEL BASE.
9. DO NOT DISTURB BASE OR SUBGRADE MATERIAL IF CUTTING IS NOT REQUIRED.
10. IN THE AREAS, WHERE FILLING IS REQUIRED, CONTRACTOR MAY USE GRAVEL MATERIAL.
11. INSTALL SOD WITH BERMUDA GRASS IN THE PROPOSED SOD AREA.
12. USE STRAWBALE/ SANDBAG FOR SEDIMENT CONTROL AS NECESSARY.
SAFETY NOTES
13. CONTRACTOR SHALL FOLLOW OSHA REGULATION TO ENSURE SAFETY DURING THE
CONSTRUCTION PERIOD.
14. CONTRACTOR SHALL PROVIDE TEMPORARY SAFE ACCESS TO THE BUILDING DURING THE
CONSTRUCTION PERIOD.
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