HomeMy WebLinkAboutFMC Anderson Creek_approved site plan (3)JJENERAL NOTES
1. TOTAL DISTURBED AREA = 4.0 ACRES.
2. ALL EXISTING VAULTS, MANHOLES STORM DRAIN STRUCTURES,
VALVE BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS
NEEDED TO MATCH FINISHED GRADES.
3. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE
PERFORMED BY THE OWNER'S INDEPENDENT TESTING
LABORATORY.
4. ALL SPOT ELEVATIONS INDICATED ARE AT BACK OF CURB,
UNLESS OTHERWISE INDICATED.
5. S 17E IS NOT WITHIN 100 YEAR FLOOD PLAIN.
6. ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).
Z A PRECONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO
WORK, GRADING AND INSTALLATION OF EROSION CONTROL.
8. U77LITY LOCATIONS ARE TO BE FOUND BY CALLING NC ONE
CALL.
9. ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILTY
AISLES ARE TO HAVE NO MORE THAN A 1:50 SLOPE IN ALL
DIRECTIONS.
10. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 SLOPE
FOR THE LENGTH OF THE SIDEWALK AND NO MORE THAN A
1:50 SLOPE FOR THE WIDTH OF THE SIDEWALK.
11. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF
THESE SLOPE REQUIREMENTS, IT IS THE CONTRACTOR'S
RESPONSIBILTY TO CONTACT THE OWNER PRIOR TO POURING
ANY CONCRETE SO THAT A SOLUTION CAN BE FOUND.
12. SPOT ELEVA7IONS ARE GIVEN AT A MAJORITY OF THE MAJOR
BREAK POINTS, BUT IT SHOULD NOT BE ASSUMED THAT ALL
NECESSARY SPOT ELEVATIONS ARE SHOWN. DUE TO SPACE
LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTS NOT
LABELED THAT SHOULD BE TAKEN INTO CONSIDERATION. THE
CONTRACTOR SHALL RENEW THE GRADING PLAN IN DETAIL
AND SHALL ENSURE THAT ALL CRI77CAL GRADE POINTS ARE
STAKED AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE._
IMPERVIOUS AREA /
EXISTING IMPERVIOUS AREA: 0.00 ACRES
PROPOSED IMPERVIOUS AREA: 1.01 ACRES (56.1P6 OF LEASE AREA)
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DATE: 1/28/14
\�• PROIECTNUMBER: 13-005
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ZONING: COMM
LOCATION: US HWY 87 S
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SITE GRADING
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JANUARY 2014
MAJOR DRAINAGE STRUCTURE SCHEDULE (DESIGN)
STRUCTURE NO.
PIPE
SLOPE
PIPE
DIA.
PIPE
LENGTH
PIPE
MATRL
UPPER
INV.
LOWER
INV.
I UPSTREAM
STRUCTURE
DATA
UP STRM
ON STRM
OP ELEV.
DEPTH
TYPE
I
(IN)
(FT)
(FT)
(FT)
(FT)
(FT)
1
2
1.49%
15
145
HOPE WITH SOIL TIGHT JOINTS 349.48
347.32
353.48
4.00
DI
2
3
1.08%
15
192
HOPE WITH SOIL TIGHT JOINTS 347.32
345.24
353.32
6.00
DI
3
4
16.00%
18
64
HOPE WITH SOIL TIGHT JOINTS 345.24
335.00
353.24
8.00
DI
5
3
3.54%
15
98
HDPE WITH SOIL TIGHT JOINTS 348.71
345.24
352.71
4.00
DI
LEGEND
NOTES
N
DI DROP INLET, SEE DETAIL
SHEET
TOP ELEV.
OF DROP
AIC.ET (DI) IS TOP OF GRATE
O STRUCTURE IDENTIFICATION
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DATE: 1/28/14
\�• PROIECTNUMBER: 13-005
\ � � �/ / / / / / / / / / / COUNTY IIARNETT
ZONING: COMM
LOCATION: US HWY 87 S
TOWNSHIP: BARBEC)uE
SITE GRADING
PLAN
JANUARY 2014