HomeMy WebLinkAboutALT_MAYFLOWERparkDR-C5.2-SITE DETAILSCLIENT REVIEW4-23-2019C5.2
1903-016KEELER-WEBB ASSOCIATESPROPOSED OFFICE / WAREHOUSE10650 N. BENNETT PARKWAY, SUITE 200ZIONSVILLE, IN 46077 (317) 253-1251SITE DETAILS 9801 Mayflower Park DriveCarmel, Indiana 46032Materials & Specifications:
Location: Avoid location on steep slopes or at curves in public roadways.
20' Min
12" Min
150'
INDOT CA
Public
R
o
a
d
No. 2 Aggregate
Geotextile
Fabric Underliner
Culvert
(If required)
Maintenance:
*Inspect daily
*Reshape pad as needed for drainage and runoff control.
*Top-dress with clean aggregate as needed.
*Immediately remove mud and sediment tracked or washed onto public roads.
*Flushing should only be used if the water from the construction drive can be conveyed into a
sediment trap or basin.
Installation:
1.Remove all vegetation and other objectionable material from the foundation area.
2.Grade the foundation and crown for positive drainage. Install a culvert pipe under the pad if
needed to maintain proper public road drainage.
3.Place geotextile fabric on the graded foundation to improve stability.
4. Place aggregate (No. 2 Stone) to the dimensions shown above, leaving the surface smooth
and sloped for drainage.
5.Where possible, divert all storm water runoff and drainage from the temporary construction
entrance to a sediment trap or basin.
Materials:
1-2.5 inch washed aggregate (INDOT CA No. 2), used primarily where the purpose of the
pad is to keep soil from adhering to vehicle tires. Geotextile fabric underlayment; used as a
separation layer to prevent intermixing of aggregate and the underlying soil material and to
provide greater bearing strength when encountering wet conditions.
Dimensions:
Width- 20 feet minimum or full width of the entrance/drive, whichever is greater.
Length-150 feet minimum or full length of the entrance/drive, whichever is greater.
Thickness- 12 inch minimum CLIENT REVIEW5-08-20199-28-20193
ENGINEERING REVISIONSTAC REVIEW COMMENTS7-12-201919-02-20192ENGINEERING REVISIONS3
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