HomeMy WebLinkAboutZ-6957-D Map 1GENERAL SITE NOTES:
I. PROVIDE CONSTRUCTION JOINTS IN SIDEAALK AT APPROXIMATELY 40'-0' D.G.
AND CONTROL JOINTS (SCORED JOINTS) AT APPROXIMATELY 5'1 O.G.
2. ADA PARKIN& AND LOADING AREAS GROSS SLOPE NOT TO EXCEED 1:50 (2%).
3. 51PEAALK OR055 SLOPE NOT TO EXCEED 1:50 (2%).
4. PROVIDE R7-8 PARKINS 516145 AT ACGE551BLE PARKING SPACES.
5. ALL EXTERIOR CONCRETE SHALL BE 3500 P51 AIR ENTRAINED.
6. ALL 5EWER1 6A5, RATER, AND ELECTRICAL CONNECTIONS TO BE MADE IN
ACCORDANCE WITH LOCAL AUTHORITIES, REQUIREMENTS, AND RE6ULATION5.
7. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES
PAVEMENT OM16N:
AUTOMOBILE PARKING AREAS:
2 INCHES ASPHALT HOT MIX SURFACE COURSE (AHD TYPE 2)
7 INCHES CRUSHED STONE BASE (AHD GLASS 7)
DRI VES:
3 INCHES ASPHALT GONGRETE HOT MIX SURFACE COURSE (AHD TYPE 2)
8 INCHES CRUSHED STONE BASE (AHD CLA55 1)
PAVEMENT DE516,
POOL AND DECK SHALL BE DE-516NED IN INSTALLED BY POOL
CONTRACTOR IN ACGORDANGE WITH 'RULES AND REGULATIONS
PERTAININ6 TO SWIMMIN6 POOLS AND OTHER RELATED
FAGILMIES" ISSUED BY ARKANSAS HEALTH DEPARTMENT.
SLOPE DECK AWAY FROM POOL 3" IN 10'-0' MINIMUM,
TALLEY ROAD TALLEY ROAD
EXI5TIN6 STORM DRAIN
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