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"INARMIAWA
LEGEND
STANDARD NOTES FOR CONSTRUCTION
1) All work and materials shall be in conformance with the "SPOKANE COUNTY STANDARDS
Project Site Property Line
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of the Developer until all construction is completed and accepted by Spokane County, or until
vegetation is established throughout the site, and accepted by Spokane County, whichever is later.
Other Parcel Lines (approx.)
9)
Approval of the ESC plan does not constitute approval of any of the proposed road, storm
Existing Ground Contour (1' intervals)
drainage, grading or utility design elements shown on the ESC plan.
House: Existing (approx. location)
10)
The erosion /sedimen tation control measures shown are the minimum requirements for the
daily,
anticipated site conditions. The Contractor shall inspect and maintain these ESC measures
or Proposed (assumed)
and shall maintain and upgrade these measures as necessary to prevent sediment—laden water from
either flowing off the site, or into new/existing storm drainage facilities, such as drywells, culverts,
BUILT
F
-VISIONS
or g ravel g alleries.
AS
"INARMIAWA
LEGEND
STANDARD NOTES FOR CONSTRUCTION
1) All work and materials shall be in conformance with the "SPOKANE COUNTY STANDARDS
APPLICANT/DEVELOPER'S APPROVAL
TYPE OF IMPROVEMENT:
DRAINAGE
PROJECT NUMBER SHEET NUMBER
14470
2 OF 3
DATE
Project Site Property Line
Pfuli, ujtu luvmzstrut� Ltvii, mumtuFjuitut-,, uitu up9luuIlly VF Ltm L-1\, tU%,11JL1 \Jjiz; t'lur;
of the Developer until all construction is completed and accepted by Spokane County, or until
vegetation is established throughout the site, and accepted by Spokane County, whichever is later.
Other Parcel Lines (approx.)
9)
Approval of the ESC plan does not constitute approval of any of the proposed road, storm
Existing Ground Contour (1' intervals)
drainage, grading or utility design elements shown on the ESC plan.
House: Existing (approx. location)
10)
The erosion /sedimen tation control measures shown are the minimum requirements for the
daily,
anticipated site conditions. The Contractor shall inspect and maintain these ESC measures
or Proposed (assumed)
and shall maintain and upgrade these measures as necessary to prevent sediment—laden water from
either flowing off the site, or into new/existing storm drainage facilities, such as drywells, culverts,
Proposed Concrete Curb
or g ravel g alleries.
11)
The Contractor/Developer is responsible for installing Rock Construction Entries at any and all
Proposed Conc. Curb Inlet
locations used to enter or exit the project site.
Proposed Drainage Swale Floor
12)
Geotextile fabric is to be placed on the rims of drywells, catch basins and inlets until such time the
vegetation on the site is established and the threat of sediment deposition into the drainage system
Proposed Drywell
is miti
APPLICANT/DEVELOPER'S APPROVAL
TYPE OF IMPROVEMENT:
DRAINAGE
PROJECT NUMBER SHEET NUMBER
14470
2 OF 3
DATE