HomeMy WebLinkAbout1.02 Site & Drainage Plan\J
X
30 0 30 60
Scale in Feet
X
90
1
X
F
LEGEND
PROPOSED ASPHALTIC PAVEMENT
EXISTING ASPHALTIC PAVEMENT
PROPOSED DRAINAGE DIRECTION
(ROOF PITCH DIRECTION IF INSIDE BLDG.)
PROPOSED CONCRETE /
CONCRETE DRAINAGE PAN
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NOTES :
1. SEE ARCHITECTURAL DRAWINGS FOR BUILDING FINISH FLOOR ELEVATIONS.
2. FIELD VERIFY ALL UTILITY LOCATIONS AND CONNECTIONS.
3. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS,
CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES, AND ACTUAL
FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD
CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR
FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION.
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i
MAINTAIN 15' TO 20'
LENGTH OF GRASSY
RUNOUT AREA
INSTALL 8"-12" RIPRAP
ALONG SLOPE w/
FILTER FABRIC
UNDERLAY
/
MAINTAIN 15' TO 20'
LENGTH OF GRASSY
RUNOUT AREA
INSTALL 8"-12" RIPRAP
rALONG SLOPE w/
FILTER FABRIC
UNDERLAY
MAINTAIN 10' MIN.
CLEAR FROM ISDS AREA
EXISTING
WASTEWATER
ABSORPTION AREA
SITE & DRAINAGE PLAN
NW AREA
SCALE:
NOTED
DATE:
30 AUGUST 2018
SHEET
1 OF 3
/
Cattle Creek Commercial Center
Wayne Rudd
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