50 X 90 YARDSSOCCER (U14) - Wilmington, North Carolina
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SOCCER (U14) 50 X 90 YARDS For each open utility cut of City streets, a $325 permit shall be required from the City prior to occupancy and/or project acceptance. Approved Construction Plan Name Planning Traffic Fire Date NORTH CAROLINA ILMINGTON W CITY OF
Transcript of 50 X 90 YARDSSOCCER (U14) - Wilmington, North Carolina
SOCCER (U14)
50 X 90 YARDS
For each open utility cut ofCity streets, a $325 permitshall be required from the
City prior to occupancyand/or project acceptance.
Approved Construction PlanName
Planning
Traffic
Fire
Date
NORTH CAROLINAILMINGTONWCITY OF
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POSSBLE 404 WETLANDS
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MUST VERIFY
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POSSBLE 404 WETLANDS
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MUST VERIFY
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POND 1
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POND 2
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(TREES NOT SURVEYED IN THIS AREA)
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(TREES NOT SURVEYED IN THIS AREA)
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S 63%%d20'00" E 163.57
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S 26%%d24'50" W 87.44
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N 63%%d15'45" W 163.52
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N 26%%d22'39" E 87.24
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S 63%%D39'34" E 161.50
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S 63%%d39'34" E 75.45
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S 63%%d10'22" E 75.06
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S 63%%d19'37" E 156.80
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S 63%%d08'33" E 103.38
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S 63%%d18'51" E 81.73
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S 63%%d29'05" E 64.95
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S 62%%d42'11" E 82.70
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N 26%%d24'50" E 200.01
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S 63%%d27'31" E 110.00
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S 63%%d27'31" E 272.74
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S 63%%d49'20" E 109.84
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N 26%%d27'31" E 199.32
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ERB
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EIP
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ERB
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EIP
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S 26%%d48'04" W 354.24
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S 26%%d48'04" W
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29.96
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S 26%%d48'50" W 634.81
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CP
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EIP
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S 58%%d34'53" E 200.02
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ERB
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ERB
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EIP
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CP
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CP
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CP
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N 26%%d51'34" E 129.38
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N 70%%d24'16" E 323.63
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N 88%%d20'34" E 113.35
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S 89%%d25'43" E 57.24
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ERB
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N 24%%d47'15" E 139.39
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N 65%%D15'23" W 351.87
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N 27%%d15'49" E 377.18
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N 32%%d51'02" E 88.50
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*ENCROACHMENT*
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78' X 7' TRIANGLE
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N/F
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EMERALD COVE OA, INC
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DB 3202, PG 7
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R-15 RES
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N/F
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EMERALD COVE OA, INC
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DB 3202, PG 7
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R-15 RES
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N/F
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SHINWOOD WEST OA, INC
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DB 6027, PG 2398
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R-15 RES
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CP
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TP
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(30' Private Access Esmt.)
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Emerald
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Cove Ct.
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(50' Private R/W)
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n/f
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Charles R.
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Sanderson Trust
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DB 5980, PG 212
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CHRISTINA JACKSON
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DB 5226, PG 2400
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n/f
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MILANESE
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RICHARD
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DB 2296, PG 136
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n/f
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SHINWOOD WEST OA, INC
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DB 6027, PG 2398
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n/f
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n/f
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PETROFF
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JEFFREY
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DB 1464, PG 575
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Brock
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Margaret
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Thomas &
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D.B. 1269-719
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n/f
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D.B. 3990-151
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of Wilmington
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Greenville Village
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n/f
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Shirley Crum
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Michael &
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D.B. 2756-833
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n/f
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Chavis Hrs
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D.B. 2107-723
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Vernon Ray
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n/f
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D.B. 466-454
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Owens etal
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Golie L.
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n/f
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Emerald Cove
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Phase 2
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M.B. 36/241
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Zoning: R-15
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Land Use:
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Residential
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Land Use:
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Residential
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Zoning: R-15
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Land Use:
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Residential
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Land Use:
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Residential
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Land Use:
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Mobile Home Park
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Residential
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Land Use:
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Residential
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Land Use:
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Residential
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Land Use:
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n/f
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STEVEN GOOD
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DB 5860, PG 326
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Zoning: R-15
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Land Use:
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Residential
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Zoning: R-15
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Land Use:
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Residential
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Land Use:
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Residential
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RICHARD LEE
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DB 4854, PG 139
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n/f
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Zoning: R-15
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Land Use:
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Residential
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WILLIAM OBRYAN
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DB 4788, PG 93
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n/f
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Zoning: R-15
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Land Use:
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Residential
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DOUGLAS NAY
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DB 5782, PG 2662
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n/f
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Zoning: R-15
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Land Use:
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Residential
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PICKETT
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RANDALL
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DB 1752, PG 691
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n/f
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Residential
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Land Use:
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Zoning: R-15
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PICKETT
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RANDALL
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DB 1449, PG 1581
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n/f
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Residential
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Land Use:
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CLIFTON SMALL
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DB 1139, PG 687
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n/f
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Residential
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Land Use:
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BRIDGMAN
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EMILY
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DB 1850, PG 663
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n/f
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Residential
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Land Use:
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BIGGERSTAFF
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MORGAN
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DB 3988, PG 97
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n/f
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Residential
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Land Use:
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Zoning: R-15
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JON BIBB
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DB 5507, PG 1413
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n/f
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Residential
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Land Use:
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Zoning: R-15
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n/f
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Charles R.
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Sanderson Trust
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DB 5980, PG 212
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Land Use:
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Residential
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Zoning: R-15
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DB 3202, PG 7
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COVE OA, INC
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EMERALD
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n/f
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Residential
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Land Use:
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n/f
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SHELLEY DRIVE
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STOP
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18
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GATE
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GATE
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GATE
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GATE
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GATE
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PEDESTRIAN GATE
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PEDESTRIAN GATE
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20 FT D.E
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MB 45 PG 134
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TREE INVENTORY-MITIGATION PLAN
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FRIENDS SCHOOL OF WILMINGTON
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Sheet No.
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Of
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(910) 791-4441
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must be performed or authorized by the Engineer. Copies of this document must come from the original document
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part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
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This document is copyrighted by CSD ENGINEERING, with all rights reserved. The use of this document, or any
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containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
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LAND PLANNING
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COMMERCIAL / RESIDENTIAL
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ENGINEERING
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P.O. BOX 4041
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WILMINGTON, NC 28406
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REV. NO.
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REMARKS
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DATE
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BY
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LICENSE # C-2710
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60 30 0 60 120 180
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SCALE IN FEET: 1"= 60'
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for
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14
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3
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HORZ. SCALE: 1" = 60'
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VERT. SCALE: N/A
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DATE: 6-4-18
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CHECKED BY: HSR
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DRAWN BY: RLW
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PROJECT NO.: 05-0040
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NEW HANOVER COUNTY, NORTH CAROLINA
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LOCATED IN WILMINGTON TOWNSHIP
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350 PEIFFER AVENUE
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WILMINGTON, NC 28409
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FRIENDS SCHOOL OF WILMINGTON INC
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FRIENDS SCHOOL OF WILMINGTON
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OWNER:
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TREE INVENTORY-MITIGATION PLAN
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PH. 910-792-1811
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DESCRIPTION
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MITIGATION %%%
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CREDIT FOR PRESERVED TREES
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PRESERVED TREES
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(INCHES CALIPER OR DBH)
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CREDIT
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2-5
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6-11
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12-17
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18-23
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>24
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1
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2
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3
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4
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DBH/6
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NUMBER OF
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TREES
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26
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12
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1
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CREDIT FOR
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TREES
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78
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48
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4.6
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155.6
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TOTAL
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SIGNIFICANT TREES SCHEDULED TO BE REMOVED
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8" DOGWOOD
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100
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(8 x 2 x 1.0) / 3 = 5.3
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(ST) SIGNIFICANT TREES = HARDWOOD, LONG LEAF PINE, POCOSIN PINE, BLACK PINE, AND NON-PINE CONIFER
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AT LEAST 24 INCHES DBH, ALL OTHER PINES AT LEAST 32 INCHES DBH AND DOGWOOD, MAGNOLIAS, AMERICAN
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HOLLIES AND OTHER ORNAMENTAL FLOWERING TREES AT LEAST 8 INCHES DBH.
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(ST)
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(ST)
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%%UTREES SCHEDULED FOR REMOVAL
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8" CHERRY
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75
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(8 x 2 x .75) / 3 = 4.0
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8" MAGNOLIA
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100
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(8 x 2 x 1.0) / 3 = 5.3
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16" MAGNOLIA
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100
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(16 x 2 x 1.0) / 3 = 10.7
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TOTAL = 37.3 TREES
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12
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24
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1
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1
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%%UTREES SCHEDULED TO BE RETAINED
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TO BE REMOVED
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TO BE RETAINED
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Date:____________ Permit #_______
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Signed: ________________________
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APPROVED STORMWATER MANAGEMENT PLAN
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Public Services
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Engineering Division
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1
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REVISED SHEET NUMBERS
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MRB
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7/18/18
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(ST)
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(ST)
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(ST)
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18" MAGNOLIA
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100
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(18 x 2 x 1.0) / 3 = 12.0
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2
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REVISED TREES TO STAY / BE REMOVED
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JSM
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11/12/18
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3
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REVISED SHEET NUMBERS, SHOW RELOCATION OF TREE #124
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MRB
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1/7/19
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TO BE RELOCATED
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(TO BE RELOCATED)
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4
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MRB
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3/20/19
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REVISED TREES TO STAY / BE REMOVED
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NEW LOCATION OF RELOCATED
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8" LIVE OAK, #124
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5
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JSM
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7/16/19
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REVISED TREES TO STAY / BE REMOVED
SOCCER (U14)
50 X 90 YARDS
For each open utility cut ofCity streets, a $325 permitshall be required from the
City prior to occupancyand/or project acceptance.
Approved Construction PlanName
Planning
Traffic
Fire
Date
NORTH CAROLINAILMINGTONWCITY OF
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SSMH
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TOP=24.62
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INV=10.98
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SSMH
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TOP=20.03
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INV=8.99
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SSMH
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TOP=18.41
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INV=7.36
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SSMH
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TOP=18.16
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INV=6.92
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TOP=16.24
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INV=12.94
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8" SS @ 0.43%%%
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8" SS @ 0.44%%%
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WELL
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INV=12.94
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DI
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TOP=17.30
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INV=13.19
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30" RCP
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24" RCP
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24" RCP
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24" CMP
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INV=12.85
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NF
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INV=12.75
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INV=14.6
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INV=14.69
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24" CMP
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POSSBLE 404 WETLANDS
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MUST VERIFY
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INV=18.48
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INV=18.87
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DI
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TOP=16.24
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INV=12.55
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SSMH
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TOP=24.66
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INV=17.03
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SSMH
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TOP=24.59
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INV=18.15
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POSSBLE 404 WETLANDS
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MUST VERIFY
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INV=18.33
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INV=17.68
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WEIR
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TOP=21.84
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ORIFICE=20.77
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INV=18.51
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TOP=23.21
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INV=18.81
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JB(MH COVER)
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TOP=23.76
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INV=18.13
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DI
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TOP=23.25
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INV=18.35
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DI
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TOP=24.11
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INV=20.71
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DI
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TOP=23.75
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INV=21.42
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15" RCP
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HYDRANT
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HYDRANT
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HYDRANT
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sc
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sc
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INV=21.15
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INV=19.13
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12" CPP
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EX 30" RCP
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24" RCP
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(TREES NOT SURVEYED IN THIS AREA)
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(TREES NOT SURVEYED IN THIS AREA)
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15" RCP
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15" RCP
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24" RCP
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24" RCP
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12" RCP
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sc
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EB
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EB
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EB
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EB
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WELL
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EB
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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PP
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PP
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PP
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PP
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PP
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PP
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PP
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PP
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18
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20
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19
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20
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21
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SPRINKLER SYSTEM
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IN PLAYING FIELD
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SPRINKLER SYSTEM
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IN PLAYING FIELD
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S 63%%d20'00" E 163.57
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S 26%%d24'50" W 87.44
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N 63%%d15'45" W 163.52
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N 26%%d22'39" E 87.24
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S 63%%D39'34" E 161.50
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S 63%%d39'34" E 75.45
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S 63%%d10'22" E 75.06
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S 63%%d19'37" E 156.80
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S 63%%d08'33" E 103.38
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S 63%%d18'51" E 81.73
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S 63%%d29'05" E 64.95
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S 62%%d42'11" E 82.70
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sc
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sc
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N 26%%d24'50" E 200.01
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S 63%%d27'31" E 110.00
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S 63%%d27'31" E 272.74
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S 63%%d49'20" E 109.84
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N 26%%d27'31" E 199.32
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S 26%%d48'04" W 354.24
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S 26%%d48'04" W
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29.96
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S 26%%d48'50" W 634.81
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S 58%%d34'53" E 200.02
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N 26%%d51'34" E 129.38
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N 70%%d24'16" E 323.63
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N 88%%d20'34" E 113.35
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S 89%%d25'43" E 57.24
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N 24%%d47'15" E 139.39
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N 65%%D15'23" W 351.87
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N 27%%d15'49" E 377.18
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N 32%%d51'02" E 88.50
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N/F
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EMERALD COVE OA, INC
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DB 3202, PG 7
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R-15 RES
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N/F
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EMERALD COVE OA, INC
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DB 3202, PG 7
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R-15 RES
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N/F
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SHINWOOD WEST OA, INC
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DB 6027, PG 2398
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R-15 RES
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TP
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8"MAIN
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8"WATER LINE
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8"WATER LINE
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8"WATER LINE
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12" SS
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8" SS
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8" SS
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(30' Private Access Esmt.)
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Emerald
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Cove Ct.
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(50' Private R/W)
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n/f
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Charles R.
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Sanderson Trust
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DB 5980, PG 212
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CHRISTINA JACKSON
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DB 5226, PG 2400
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n/f
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MILANESE
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RICHARD
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DB 2296, PG 136
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n/f
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SHINWOOD WEST OA, INC
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DB 6027, PG 2398
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n/f
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n/f
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PETROFF
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JEFFREY
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DB 1464, PG 575
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Brock
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Margaret
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Thomas &
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D.B. 1269-719
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n/f
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D.B. 3990-151
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of Wilmington
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Greenville Village
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n/f
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Shirley Crum
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Michael &
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D.B. 2756-833
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n/f
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Chavis Hrs
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D.B. 2107-723
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Vernon Ray
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n/f
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D.B. 466-454
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Owens etal
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Golie L.
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n/f
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Emerald Cove
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Phase 2
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M.B. 36/241
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Zoning: R-15
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Residential
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Residential
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Residential
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Mobile Home Park
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Residential
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n/f
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STEVEN GOOD
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DB 5860, PG 326
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Residential
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RICHARD LEE
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DB 4854, PG 139
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Residential
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WILLIAM OBRYAN
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DB 4788, PG 93
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n/f
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Residential
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DOUGLAS NAY
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DB 5782, PG 2662
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n/f
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Residential
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PICKETT
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RANDALL
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DB 1752, PG 691
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Residential
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PICKETT
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RANDALL
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DB 1449, PG 1581
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Residential
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CLIFTON SMALL
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DB 1139, PG 687
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Residential
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BRIDGMAN
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EMILY
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DB 1850, PG 663
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BIGGERSTAFF
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MORGAN
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Residential
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JON BIBB
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DB 5507, PG 1413
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Residential
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Charles R.
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Sanderson Trust
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DB 3202, PG 7
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COVE OA, INC
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EMERALD
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Residential
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S
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SHELLEY DRIVE
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STOP
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15
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18
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16
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DI
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TOP=24.11
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INV=20.71
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18" RCP
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15" RCP
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JB(MH COVER)
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TOP=23.76
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INV=18.10
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CI
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TOP=23.21
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INV=19.9
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DI
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TOP=23.21
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INV=19.3
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JB (MH COVER)
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TOP=23.2
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INV=(NE)18.8
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INV=17.9
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CI
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TOP=23.21
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INV=20.2
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18" RCP
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BURIED
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GATE
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GATE
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GATE
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GATE
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GATE
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PEDESTRIAN GATE
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PEDESTRIAN GATE
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20 FT D.E
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MB 45 PG 134
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52.07'
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26.07'
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13.00'
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13.00'
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60 30 0 60 120 180
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SCALE IN FEET: 1"= 60'
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%%ULEGEND
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EXISTING STORM DRAIN
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PROP BUILDING
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EXISTING BOUNDARY
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EXISTING TREE
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EXISTING CONTOUR
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%%UWATER & SEWER USAGE NOTES:
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CURRENT WATER USAGE 2,775 GPD
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CURRENT SEWER USAGE 2,775 GPD
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PROPOSED WATER USAGE 3,750 GPD
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PROPOSED SEWER USAGE 3,750 GPD
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WATER - 250 STUDENTS MAX. X 15 GPD = 3,750 GPD
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%%UUTILITY NOTES:
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%%UTRAFFIC ENGINEERING NOTES:
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%%UENVIRONMENTAL NOTES:
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%%UFIRE & LIFE SAFETY NOTES:
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1. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FIRE HYDRANTS OR FDC'S. A 3FT CLEAR SPACE LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FIRE HYDRANTS OR FDC'S. A 3FT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT. 2. CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION. 3. PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE FIRE LINE PERMIT FROM COW FIRE AND LIFE PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE FIRE LINE PERMIT FROM COW FIRE AND LIFE SAFETY DIVISION, 910-343-0696. 4. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE. 5. HYDRANTS MUST BE WITHIN 150 FT OF THE FDC. HYDRANTS MUST BE WITHIN 150 FT OF THE FDC. 6. FDC MUST BE WITHIN 40 FT OF FIRE APPARATUS PLACEMENT. FDC MUST BE WITHIN 40 FT OF FIRE APPARATUS PLACEMENT. 7. ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TO ANY ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT. 8. ALL ISOLATION VALVES WITHIN THE "HOT BOX" SHALL BE ELECTRICALLY SUPERVISED.ALL ISOLATION VALVES WITHIN THE "HOT BOX" SHALL BE ELECTRICALLY SUPERVISED.
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1. PROJECT SHALL COMPLY WITH THE CITY OF WILMINGTON AND CFPUA CROSS CONNECTION CONTROL PROJECT SHALL COMPLY WITH THE CITY OF WILMINGTON AND CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE SET AND ACTIVATED ON NEW MAINS UNTIL ALL REQUIREMENTS ARE MET. CALL 343-3910 FOR INFORMATION. 2. IF THE CONTRACTOR DESIRES WATER FOR CONSTRUCTION HE/SHE SHALL APPLY IN ADVANCE FOR THIS IF THE CONTRACTOR DESIRES WATER FOR CONSTRUCTION HE/SHE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. 3. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA WATER SHALL ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE CFPUA AND APPROVED BY USCFCCCHR OR ASSE. CALL 799-6064 FOR INFORMATION. 4. WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE PROPOSED, THE PIPES ARE TO BE WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND FITTINGS. THE WIRE IS TO BE ACCESSIBLE AT ALL FIRE HYDRANTS AND WATER METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES. 5. 36"MINIMUM COVER OVER ALL WATER MAINS. 36"MINIMUM COVER OVER ALL WATER MAINS. 6. ANY SEPARATE CONNECTION FOR IRRIGATION SHALL COMPLY WITH CITY AND CFPUA ANY SEPARATE CONNECTION FOR IRRIGATION SHALL COMPLY WITH CITY AND CFPUA CROSS-CONNECTION REQUIREMENTS WITH APPROVED BACKFLOW PREVENTION DEVICES. 7. AT LOCATIONS WHERE WATER MAIN CROSSES UNDER SANITARY SEWER, DUCTILE IRON PIPE SHALL BE AT LOCATIONS WHERE WATER MAIN CROSSES UNDER SANITARY SEWER, DUCTILE IRON PIPE SHALL BE USED ALONG WITH PROVIDING 24" MINIMUM OF VERTICAL SEPARATION. 8. WATER SERVICES CAN NOT BE ACTIVATED ON NEW WATER MAINS UNTIL ENGINEER'S CERTIFICATION AND WATER SERVICES CAN NOT BE ACTIVATED ON NEW WATER MAINS UNTIL ENGINEER'S CERTIFICATION AND APPLICANT'S CERTIFICATION HAVE BEEN PROVIDED TO NCDENR AND "FINAL APPROVAL" ISSUED. 9. UNDERGROUND UTILITIES- ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE UNDERGROUND UTILITIES- ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE SUCH PLACEMENT IS PROHIBITED OR DEEMED IMPRACTICAL BY THE UTILITY PROVIDER. UNDERGROUND FACILITIES FOR STREET LIGHTING ALONG ALL PUBLIC STREETS ABUTTING THE SUBJECT SITE SHALL BE INSTALLED BY THE DEVELOPER.
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1. A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES SHALL BE SUBMITTED TO A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES SHALL BE SUBMITTED TO THE CITY OF WILMINGTON TRAFFIC ENGINEERING DIVISION AND PARKS AND RECREATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO RECORDING OF THE FINAL PLAT. PLAN SHALL ADHERE TO SD 15-17. 2. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT PARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT PARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD STANDARDS. 3. OPEN CUT NOTES: OPEN CUT NOTES: A. A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET. CONTACT 910-341-5888 FOR MORE DETAILS. IN CERTAIN CASES AN ENTIRE RESURFACING OF THE AREA BEING OPEN CUT MAY BE REQUIRED. B. CONTRACTOR TO COORDINATE WITH CITY OF WILMINGTON FOR ACCEPTABLE HOURS OF CONSTRUCTION AND TRAFFIC CONTROL DURING INSTALLATION OF UTILITIES IN CITY ROADS. C. SUITABLE COMPACTION AND APPROVED STONE & BASE COURSES TO BE INSTALLED IN PLACE OF OPEN CUT. D. OPEN CUT TO BE SAW CUT. 4. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS. 5. IT SHALL BE THE RESPONSIBILITY OF THE SUBDIVIDER TO ERECT OFFICIAL STREET NAME SIGNS AT ALL IT SHALL BE THE RESPONSIBILITY OF THE SUBDIVIDER TO ERECT OFFICIAL STREET NAME SIGNS AT ALL INTERSECTIONS ASSOCIATED WITH THE SUBDIVISION IN ACCORDANCE WITH THE TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL. THE SUBDIVIDER MAY ACQUIRE AND ERECT OFFICAL STREET NAME SIGNS OR MAY CHOOSE TO CONTRACT WITH THE CITY TO INSTALL THE STREET SIGNS AND THE SUBDIVIDER SHALL PAY THE COST OF SUCH INSTALLATION. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS INSTALLATION OF TRAFFIC AND AND STREET NAME SIGNS. PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS. 6. CALL TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE CALL TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY. 7. TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR RAMPS. TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR RAMPS. 8. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WILL BE REPLACED. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WILL BE REPLACED. 9. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT OF WAY ARE TO BE MAINTAINED BY THE ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT OF WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS. 10. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREA SHALL BE WHITE. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREA SHALL BE WHITE. 11. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS. 12. ALL PROPOSED VEGETATION WITHIN SIGHT TRIANGLES SHALL NOT INTERFERE WITH CLEAR VISUAL SIGHT ALL PROPOSED VEGETATION WITHIN SIGHT TRIANGLES SHALL NOT INTERFERE WITH CLEAR VISUAL SIGHT LINES FROM 30 INCHES - 10 FT.
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1.NO LAND DISTURBANCE IS PERMITTED OUTSIDE THE DESIGNATED LIMITS OF DISTURBANCE FOR SITE NO LAND DISTURBANCE IS PERMITTED OUTSIDE THE DESIGNATED LIMITS OF DISTURBANCE FOR SITE IMPROVEMENTS OTHER THAN WHAT IS NECESSARY TO TIE INTO EXISTING CONTOURS OR MEET LANDSCAPING REQUIREMENTS.
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%%UGENERAL NOTES:
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%%UDEVELOPMENT NOTES:
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%%UPARKING NOTES:
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1. NEW HANOVER COUNTY PARCEL NUMBERS.: NEW HANOVER COUNTY PARCEL NUMBERS.: PID = R06200-003-064-000 2. TOTAL PROJECT AREA: 339,591 SF (7.80 AC.) TOTAL PROJECT AREA: 339,591 SF (7.80 AC.) 3. EXISTING ZONING DISTRICT: R-15 EXISTING ZONING DISTRICT: R-15 4. LAND CLASSIFICATION: RESOURCE PROTECTION LAND CLASSIFICATION: RESOURCE PROTECTION 5. THIS SITE IS LOCATED WITHIN ZONE "X" ACCORDING TO FEMA FIRM COMMUNITY THIS SITE IS LOCATED WITHIN ZONE "X" ACCORDING TO FEMA FIRM COMMUNITY PANEL NUMBER 3720314600K, EFFECTIVE DATE 8/28/18 6. SITE ADDRESS 350 PEIFFER AVE. SITE ADDRESS 350 PEIFFER AVE. 7. EXISTING IMPERVIOUS ONSITE = 47,195 SF EXISTING IMPERVIOUS ONSITE = 47,195 SF 8. BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED AND PROVIDED TO CSD BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED AND PROVIDED TO CSD AND PROVIDED TO CSD ENGINEERING BY GARY W. KEYES LAND SURVEYING, P.C. C-4086 VERTICAL DATUM = 88 9. STORMWATER DRAINS TO UT TO HEWLETTS CREEK SA;HQW 18-87-26 STORMWATER DRAINS TO UT TO HEWLETTS CREEK SA;HQW 18-87-26 10. LAND OWNER - FRIENDS SCHOOL OF WILMINGTON INC LAND OWNER - FRIENDS SCHOOL OF WILMINGTON INC 350 PEIFFER AVENUE WILMINGTON, NC 28409
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1. 1 PARKING SPACE FOR EACH TEACHER AND STAFF MEMBER. 42 SPACES REQ'D; 66 TOTAL PARKING 1 PARKING SPACE FOR EACH TEACHER AND STAFF MEMBER. 42 SPACES REQ'D; 66 TOTAL PARKING SPACES PROVIDED. 2. 3 HANDICAP SPACES REQUIRED; 6 HANDICAPPED PARKING SPACES PROVIDED. 3 HANDICAP SPACES REQUIRED; 6 HANDICAPPED PARKING SPACES PROVIDED. 3. 5 BICYCLE PARKING SPACES REQUIRED. 5 PROVIDED. 5 BICYCLE PARKING SPACES REQUIRED. 5 PROVIDED. 4. ALL PROPOSED PARKING SPACES TO BE 9 FT X 18 FT. ALL PROPOSED PARKING SPACES TO BE 9 FT X 18 FT. 5. PARKING STOPS TO BE PLACED ON SPACES THAT ADJOIN SIDEWALK. PARKING STOPS TO BE PLACED ON SPACES THAT ADJOIN SIDEWALK.
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1. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD STANDARDS. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. CALL U-LOCO AT 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB AND GUTTER, SIDEWALK PANELS, PAVEMENT, ETC...THAT MAY BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM. 3. SOLID WASTE DISPOSAL WILL BE HAND TOTES. SOLID WASTE DISPOSAL WILL BE HAND TOTES. 4. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE CITY OF WILMINGTON ZONING ORDINANCE & ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE CITY OF WILMINGTON ZONING ORDINANCE & SUBDIVISION REGULATIONS. 5. APPROVAL OF SITE PLAN DOES NOT CONSTITUTE APPROVAL OF PROPOSED SIGNAGE FOR THIS SITE. APPROVAL OF SITE PLAN DOES NOT CONSTITUTE APPROVAL OF PROPOSED SIGNAGE FOR THIS SITE. A SEPARATE SIGN PERMIT MUST BE OBTAINED. 6. APPLICABLE STREET FRONTAGES SHALL HAVE NATURAL VEGETATIVE SCREENING MEETING CITY APPLICABLE STREET FRONTAGES SHALL HAVE NATURAL VEGETATIVE SCREENING MEETING CITY REQUIREMENTS. 7. THE DEVELOPMENT SHALL COMPLY WITH ALL CITY TECHNICAL STANDARDS AND DEVELOPMENT THE DEVELOPMENT SHALL COMPLY WITH ALL CITY TECHNICAL STANDARDS AND DEVELOPMENT REGULATIONS.
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%%USITE & BUILDING DATA:
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LOT AREA = 316,856 SF (7.27 AC.)
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BUILDING DATA:
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PROPERTY ADDRESS IS 350 PEIFFER AVENUE
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EXISTING BUILDINGS ON SITE
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LOT COVERAGE: 33,900 SF / 316,856 SF = 0.105
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PROPOSED 11%%% BUILDING LOT COVERAGE
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BUILDING AREA: 33,900 SF
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EXISTING 15%%% IMPERVIOUS
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47,195 SF / 316,856 SF 0.149
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EXISTING ASPHALT
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EXISTING ONSITE DATA:
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BUILDING SETBACKS:
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NUMBER OF BUILDINGS = 6
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BUILDING HEIGHT = +/- 40 FT MAX. FOR ALL PROPOSED BLDGS
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NUMBER OF STORIES = 2 (MULTI-PURPOSE BLDG) 1 (PH II CLASS ROOM BLDGS)
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= 14,834 SF
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= 28,339 SF
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TOTAL:
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= 47,195 SF
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FRONT SETBACK: 50 FT
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SIDE SETBACK: 50 FT
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REAR SETBACK: 50 FT
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%%UREQUIRED SETBACKS PROPOSED SETBACKS
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FRONT SETBACK: 128 FT
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SIDE SETBACK: 322.6 & 63.5 FT
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REAR SETBACK: 40 FT
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EX. BUILDING
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SEWER - 250 STUDENTS MAX. X 15 GPD = 3,750 GPD
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EXISTING CONCRETE
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EXISTING WATER
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EXISTING SEWER
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W
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SS
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EXISTING FIRE HYDRANT
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BUILDING TYPE = 4
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Sheet No.
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Of
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(910) 791-4441
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must be performed or authorized by the Engineer. Copies of this document must come from the original document
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part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
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This document is copyrighted by CSD ENGINEERING, with all rights reserved. The use of this document, or any
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containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
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LAND PLANNING
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COMMERCIAL / RESIDENTIAL
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ENGINEERING
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P.O. BOX 4041
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WILMINGTON, NC 28406
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REV. NO.
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REMARKS
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DATE
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BY
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LICENSE # C-2710
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%%UVARIANCE REQUESTS
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1. SEE SPECIAL USE PLAN; # SU-8-504-E705-M616
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PROPOSED IMPERVIOUS OFFSITE (CAMELLIA LANE IMPROVEMENTS)
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ASPHALT & CURBING = 13,215 SF
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PERVIOUS CONCRETE
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PROPOSED TREE
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Date:____________ Permit #_______
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Signed: ________________________
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APPROVED STORMWATER MANAGEMENT PLAN
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Public Services
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Engineering Division
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PROPOSED ONSITE IMPERVIOUS
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PROPOSED BUILDINGS
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PROPOSED ASPHALT & CURBING
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= 26,662 SF
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= 29,216 SF
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TOTAL:
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= 99,762 SF
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SOILS-
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%%UABBREVIATION
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LE
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PROPOSED SIDEWALKS
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= 13,685 SF
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SITE PLAN
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FRIENDS SCHOOL OF WILMINGTON
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LOCATION MAP
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for
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NOT TO SCALE
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14
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4
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HORZ. SCALE: 1" = 60'
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VERT. SCALE: N/A
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DATE: 6-4-18
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CHECKED BY: HSR
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DRAWN BY: RLW
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PROJECT NO.: 05-0040
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NEW HANOVER COUNTY, NORTH CAROLINA
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LOCATED IN WILMINGTON TOWNSHIP
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350 PEIFFER AVENUE
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WILMINGTON, NC 28409
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FRIENDS SCHOOL OF WILMINGTON INC
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FRIENDS SCHOOL OF WILMINGTON
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OWNER:
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SITE PLAN for
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PH. 910-792-1811
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Site
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Shelley
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Sleepy Hollow Lane
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Hinton Ave.
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Greenville Loop Road
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Oleander Drive (US 76)
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Camelot
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Bagley Avenue
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Peiffer Avenue
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58th St.
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Victory
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Verbenia Dr.
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Camillia
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Sebrell
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Park Avenue
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Avenue
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Ln.
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Avenue
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Giles
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Emerald
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Cove Ct.
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Ct.
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Dr.
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Drive
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Gardens
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Eastwood Rd. (US 76)
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(30 FT PUBLIC R/W)
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CAMELLIA LANE
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PROPOSED BUILDING
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13,926 SF
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EXISTING BUILDING
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3,750 SF
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2,760 SF
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2,760 SF
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6,490 SF
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EXISTING BUILDING
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1,650 SF
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EXISTING 8" SEWER MAIN
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24 FT
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EP TO EP
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21 FT
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EXISTING PARKING AREA TO REMAIN
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FUTURE
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= 5,000 SF
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PROPOSED BUILDING
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(PHASE II)
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PROPOSED BUILDING
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(PHASE II)
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PROPOSED BUILDING
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(PHASE II)
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PROP 2" WATER MAIN
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PROP 8" SEWER MAIN
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PROP HC RAMP
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PROP HC RAMP
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PROP GRAVEL ACCESS ROAD
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PROPOSED 5 FT SIDEWALK
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DRIVEWAY TO BE GRADED TO
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PREVENT STORMWATER INTRUSION
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(SEE SHEET GP1)
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CONNECT TO EXISTING PAVEMENT
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SEE SAW CUT DETAIL (THIS SHEET)
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EXISTING PERVIOUS 5 FT SIDEWALK
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EXISTING 8" WATER MAIN
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PROPOSED 5 FT SIDEWALK
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PROPOSED SSMH
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1. THE APPLICANT SHALL FULLY COMPLY WITH ALL OF THE SPECIFIC REQUIREMENTS STATED IN THE LAND THE APPLICANT SHALL FULLY COMPLY WITH ALL OF THE SPECIFIC REQUIREMENTS STATED IN THE LAND DEVELOPMENT CODE FOR THE PROPOSED USE AS WELL AS ANY ADDITIONAL CONDITIONS STATED BELOW. 2. IF ANY SECTION, PARAGRAPH, SENTENCE, CLAUSE, PHRASE OR PORTION OF THIS PERMIT IS FOR ANY IF ANY SECTION, PARAGRAPH, SENTENCE, CLAUSE, PHRASE OR PORTION OF THIS PERMIT IS FOR ANY REASON HELD INVALID OR UNCONSTITUTIONAL BY ANY COURT OF COMPETENT JURISDICTION, THIS SPECIAL USE PERMIT SHALL BE NULL AND VOID AND BE OF NO EFFECT. 3. THE USE AND DEVELOPMENT OF THE SUBJECT PROPERTY SHALL BE IN ACCORDANCE WITH THE SITE THE USE AND DEVELOPMENT OF THE SUBJECT PROPERTY SHALL BE IN ACCORDANCE WITH THE SITE PLAN AS SUBMITTED AND APPROVED. 4. THE USE AND DEVELOPMENT OF THE SUBJECT PROPERTY SHALL COMPLY WITH ALL OTHER THE USE AND DEVELOPMENT OF THE SUBJECT PROPERTY SHALL COMPLY WITH ALL OTHER SUPPLEMENTAL REGULATIONS AND REQUIREMENT IMPOSED BY THE LAND DEVELOPMENT CODE OR ANY OTHER APPLICABLE FEDERAL, STATE OR LOCAL LAW, ORDINANCE OR REGULATION. IN THE EVENT OF A CONFLICT, THE MORE STRINGENT REQUIREMENT OR HIGHER STANDARD SHALL APPLY. 5. THE PERMIT SHALL BE LIMITED TO A BUILDING AREA OF 33,926 SF AND A MAXIMUM OF 250 THE PERMIT SHALL BE LIMITED TO A BUILDING AREA OF 33,926 SF AND A MAXIMUM OF 250 STUDENTS. ANY FUTURE EXPANSIONS OR ADDITIONS TO THE SITE ARE SUBJECT TO MODIFICATIONS TO THE SUP. 6. APPROVAL OF THIS SPECIAL USE PERMIT DOES NOT CONSTITUTE TECHNICAL APPROVAL OF THE SITE APPROVAL OF THIS SPECIAL USE PERMIT DOES NOT CONSTITUTE TECHNICAL APPROVAL OF THE SITE PLAN. ALL TECHNICAL REVIEW COMMITTEE COMMENTS SHALL BE FOLLOWED PRIOR TO ISSUANCE OF A CONSTRUCTION RELEASE OR FINAL ZONING APPROVAL. 7. ALL CONDITIONS OF SEC 18-300 SHALL BE MET PRIOR TO ISSUANCE OF CONSTRUCTION RELEASE. ALL CONDITIONS OF SEC 18-300 SHALL BE MET PRIOR TO ISSUANCE OF CONSTRUCTION RELEASE. 8. ALL CITY, STATE AND FEDERAL REGULATIONS SHALL BE MET. ALL CITY, STATE AND FEDERAL REGULATIONS SHALL BE MET. 9. ALL TECHNICAL REVIEW COMMITTEE COMMENTS SHALL BE FOLLOWED. ALL TECHNICAL REVIEW COMMITTEE COMMENTS SHALL BE FOLLOWED. 10. ALL DRIVEWAYS SHALL BE CONSTRUCTED TO OR BROUGHT INTO COMPLIANCE WITH CITY STANDARDS. ALL DRIVEWAYS SHALL BE CONSTRUCTED TO OR BROUGHT INTO COMPLIANCE WITH CITY STANDARDS. 11. AN INTERNAL CONNECTION BETWEEN PEIFFER AND CAMELLIA LANE SHALL BE PROVIDED. AN INTERNAL CONNECTION BETWEEN PEIFFER AND CAMELLIA LANE SHALL BE PROVIDED. 12. CAMELLIA LANE SHALL BE BROUGHT INTO COMPLIANCE WITH CITY STANDARDS FOR A LOCAL STREET. CAMELLIA LANE SHALL BE BROUGHT INTO COMPLIANCE WITH CITY STANDARDS FOR A LOCAL STREET. 13. SIDEWALKS SHALL BE PROVIDED THROUGHOUT THE SITE THAT PROVIDE PEDESTRIAN ACCESS TO ALL SIDEWALKS SHALL BE PROVIDED THROUGHOUT THE SITE THAT PROVIDE PEDESTRIAN ACCESS TO ALL OF THE PROPOSED FACILITIES. 14. SIDEWALK CONNECTIONS SHALL BE PROVIDED TO BOTH PEIFFER AVE AND CAMELLIA LANE THAT SIDEWALK CONNECTIONS SHALL BE PROVIDED TO BOTH PEIFFER AVE AND CAMELLIA LANE THAT PROVIDES ACCESS TO THE SITE FROM SURROUNDING NEIGHBORHOODS. 15. GATES SHALL BE LOCATED AT BOTH THE PEIFFER AVE AND CAMELLIA ENTRANCES AND SHALL BE GATES SHALL BE LOCATED AT BOTH THE PEIFFER AVE AND CAMELLIA ENTRANCES AND SHALL BE OPEN DURING SCHOOL HOURS ONLY. EMERGENCY ACCESS SHALL BE PROVIDED FOR BOTH GATES. 16. A MAXIMUM OF 78 PARKING SPACES SHALL BE PERMITTED. A MINIMUM OF 15 PARKING SPACES A MAXIMUM OF 78 PARKING SPACES SHALL BE PERMITTED. A MINIMUM OF 15 PARKING SPACES SHALL BE CONSTRUCTED OF PERVIOUS MATERIALS AS SOILS ALLOW. IF SOILS ARE NOT SUITABLE FOR PERVIOUS PAVEMENT THE RUNOFF FROM THESE SPACES SHALL BE MANAGED BY ONE OF THE TECHNIQUES IDENTIFIED IN SEC 18-528 OF THE LDC. 17. IMPERVIOUS SURFACE COVERAGE ASSOCIATED WITH THE IMPROVEMENT OF CAMELLIA LANE SHALL BE IMPERVIOUS SURFACE COVERAGE ASSOCIATED WITH THE IMPROVEMENT OF CAMELLIA LANE SHALL BE LIMITED TO THE FURTHEST EXTENT PRACTICAL.
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%%USU-8-504-E705-M616 RECOMMENDATIONS
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PID = R06200-003-064-000
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EXISTING SIDEWALK
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= 4,022 SF
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SIDEWALK = 2,841 SF
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%%UTYPE AND DESCRIPTION
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%%UHYDROLOGIC GROUP
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%%UAREA
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Leon, 0 TO 2 %%% SLOPES
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B/D
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(1.87 ac)
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MU
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Murville, 0 TO 2 %%% SLOPES
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A/D
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(2.20 ac)
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SE
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Seagate, 0 TO 2 %%% SLOPES
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A/D
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(2.90 ac)
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PROPOSED 32%%% IMPERVIOUS
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99,762 SF / 316,856 SF = 0.315
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FC TO FC
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EP TO EP
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18 FT
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21 FT
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REMOVE EXISTING WATER MAIN AFTER CONNECTION POINT
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%%UTYPICAL DRIVE AISLE SECTION A-A
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NOT TO SCALE
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5 FT
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24 FT
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5 FT
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2" ASPHALT
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6" ABC STONE
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2.0%%% SLOPE
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TYPE A CURBING
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TYPE A CURBING
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3:1 MAX.
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3:1 MAX.
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A
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A
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VARIES
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VARIES
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1/4"/ 1 FT
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1/4"/ 1 FT
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SIDEWALK
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SIDEWALK
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B
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%%UTYPICAL DRIVE AISLE SECTION B-B
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NOT TO SCALE
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5 FT
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24 FT
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2" ASPHALT
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6" ABC STONE
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2.0%%% SLOPE
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TYPE A CURBING
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TYPE A CURBING
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3:1 MAX.
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3:1 MAX.
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VARIES
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VARIES
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1/4"/ 1 FT
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SIDEWALK
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%%UTYPICAL COW STREET CROSS-SECTION D-D
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NOT TO SCALE
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C
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C
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%%UTYPICAL PARKING BAY SECTION C-C
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NOT TO SCALE
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18 FT
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24 FT
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2" ASPHALT
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6" ABC STONE
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2.0%%% SLOPE
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TYPE A CURBING
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3:1 MAX.
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3:1 MAX.
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5 FT
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18 FT
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1.0%%% SLOPE MAX.
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1/4"/ 1 FT
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SIDEWALK
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1.0%%% SLOPE
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VARIES
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VARIES
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B
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(CAMELLIA LANE IMPROVEMENTS)
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D
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D
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PROPOSED PEDESTRIAN GATE
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TYPE A CURBING
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(50 FT PUBLIC R/W)
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58TH STREET
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30 FT RAD.
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35 FT RAD.
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PROPOSED "STOP" SIGN
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PROPOSED STOP BAR STRIPING
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PROPOSED "NO OUTLET" SIGN
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EXISTING DRIVEWAY WIDTH = 23 FT
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PROP. DUMPSTER LOCATION
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PROP BIKE RACK
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46 FT X 46 FT SIGHT TRIANGLE
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46 FT X 46 FT SIGHT TRIANGLE
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20 FT X 70 FT SIGHT TRIANGLE
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20 FT X 70 FT SIGHT TRIANGLE
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2. DISTANCE FROM DRIVEWAY TO PROPERTY LINE IS LESS THAN 6.5 FT
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PHASE 2 SIDEWALKS
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5 FT
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21 FT
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2" ASPHALT
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6" ABC STONE
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2.0%%% SLOPE
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(SPILL AWAY)
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COW VALLEY CURB
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3:1 MAX.
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3:1 MAX.
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VARIES
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VARIES
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1/4"/ 1 FT
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SIDEWALK
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PROPOSED STORMWATER POND MODIFICATIONS
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TOTAL OF 250 STUDENTS MAX.
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PROP FDC
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EX. POWER POLE
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EX. POWER POLE/STREET LIGHT
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EX. POWER POLE
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EX. POWER POLE
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PROPOSED H.C. RAMP
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23 FT
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ADD ADDITIONAL ASPHALT TO MAINTAIN 23 FT
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WIDTH OF DRIVEWAY
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24 FT
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29 FT
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19 FT
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EXISTING STOP SIGN
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PROP HC RAMP
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EXISTING 7 FT SIDEWALK
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PROP. 6 FT FENCE WITH 20 FT OF REMOVABLE PANEL
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FOR UTILITY MAINTENANCE
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12"
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7"
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PAVEMENT
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1":1'
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BEYOND
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FACE OF CURB
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6" ABC STONE
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EXISTING
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OR MATCH
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12"
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1":1'
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CONCRETE
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PAVEMENT
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%%UVALLEY GUTTER
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NOT TO SCALE
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VALLEY GUTTER
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HEADER CURB
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1
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REVISED SHEET NUMBERS
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MRB
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7/18/18
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PROP. 6 FT FENCE
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PROP. STORM DRAIN
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PROP. VEHICLE GATE
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PROP. 5 FT SIDEWALK
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PROP. SSMH
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PERVIOUS CONCRETE
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TYPICAL PARKING SPACE
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9 FT
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18 FT
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CONNECT TO EXISTING WATER MAIN
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PERVIOUS CONCRETE
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PROP HC RAMP
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PROP. 5 FT SIDEWALK
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PROP. STORM DRAIN
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PROP. 8 FT FENCE
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EXISTING FENCE TO REMAIN
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3. 30 FT NORTH CORNER RADIUS AT CONNECTION OF 58 ST AND CAMELLIA LN.
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(6) 9 FT X 18 FT SPACES
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RE-STRIPE TO CREATE
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EXISTING FIRE HYDRANT
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ADD ADDITIONAL ASPHALT TO ALLOW STD CITY
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DRIVEWAY
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20 FT X 70 FT SIGHT TRIANGLE
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PROP. "DO NOT ENTER" SIGNAGE
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1
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1
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1
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1
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1
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A
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PROP. HC SIGNAGE
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1
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(30 FT ACCESS EASEMENT)
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PEIFFER AVENUE
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2
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REVISED PER CLIENT AND TRC COMMENTS
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JSM
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11/12/18
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MIN. 10 INCHES WASHED
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4" PERVIOUS CONCRETE
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PREPARED SUBGRADE
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%%UPERVIOUS CONCRETE DETAIL
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NTS
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STONE (#57 OR EQUIVALENT)
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NON-WOVEN FILTER FABRIC
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(TERRATEX N0. 4 OR EQUIV.)
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1
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PROP HC PARKING SIGN
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21
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CONNECT TO EXISTING WATER MAIN WITH 8" X 2" T.V.S.
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PROP. FH ASSY
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PROP. CROSSWALK
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3
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REVISED WATER MAINS & SHEET NUMBERS
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MRB
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1/7/19
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PHASE 1
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PROP FH ASSY
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EXISTING 9 X 16 PARKING STALLS
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4
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REVISED PER TRC COMMENTS
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RLW
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6" ABC STONE
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6" ABC STONE
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6" ABC STONE
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6" ABC STONE
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6" ABC STONE
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6" ABC STONE
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6" ABC STONE
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6" ABC STONE
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EXISTING PP/STREET LIGHT
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PROPOSED STREET LIGHT
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EXISTING BUILDINGS ON SITE
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EXISTING ASPHALT
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EXISTING ONSITE TO BE REMOVED:
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= 7,596 SF
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= 11,858 SF
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TOTAL:
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= 21,996 SF
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EXISTING SIDEWALK
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= 2,542 SF
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EXISTING BUILDINGS
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= 7,238 SF
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EXISTING ASPHALT & CURBING
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= 16,478 SF
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EXISTING SIDEWALKS
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= 1,483 SF
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3/20/19
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CAMELIA LANE ROW = 22,735 SF (0.52 AC.)
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TOTAL PROJECT AREA = 339,591 SF (7.80 AC)
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4. 5 FT SIDEWALK ALONG BACK OF CURB INSTEAD OF 6 FT ALONG CAMELLIA LANE.
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CITY OF WILMINGTON VALLEY CURB
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SEE DETAIL SD 3-11, SHEET 9
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COW VALLEY CURB
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VALLEY GUTTER
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VALLEY GUTTER
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HEADER CURB
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PROPOSED 5 FT SIDEWALK
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EXISTING 9 X 16 PARKING STALLS
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TRANSITION FROM PRIVATE TYPE 'A' CURBING ONSITE
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TO CITY OF WILMINGTON VALLEY CURB ON CAMELLIA.
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TRANSITION TO BE CENTERED ON PROP. BOUNDARY.
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TRANSITION FROM PRIVATE TYPE 'A' CURBING ONSITE
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TO CITY OF WILMINGTON REVERSE-PITCH VALLEY CURB ON CAMELLIA.
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TRANSITION TO BE CENTERED ON PROP. BOUNDARY.
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NOT TO SCALE
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COW VALLEY CURBING
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%%USTD & REVERSE PITCH
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11"
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7"
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6"
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12"
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12"
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SLOPE AWAY FOR
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SUPERELEVATION
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LOCAL DEPRESSION
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AT CATCH BASIN
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4"
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1" RAD TYP.
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6 1/2"
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PAVEMENT
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6" ABC STONE
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CONCRETE CURB
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SUBGRADE COMPACTED TO 95% (TYP.)
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(98%%% MODIFIED PROCTOR)
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%%UHEADER CURB
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NOT TO SCALE
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1'-6"
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PERVIOUS CONC
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1'-0"
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EXISTING SHEDS TO REMAIN
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EXISTING SHED TO REMAIN
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EXISTING SHED TO REMAIN
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PROP. PRIVATE DRAINAGE EASEMENT
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PROP. PRIVATE DRAINAGE EASEMENT
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ALONG BACK OF SIDEWALK
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PROP. PRIVATE DRAINAGE EASEMENT
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EX. DRAINAGE EASEMENT
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EX. DRAINAGE EASEMENT
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5
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REVISED PER COW ENGINEERING COMMENTS
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RLW
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4/08/19
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6
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REVISED PER TRAFFIC COMMENTS
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RLW
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4/24/19
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VALLEY GUTTER
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HEADER CURB (TO BE USED
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W/ PERVIOUS CONC. ONLY)
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MATERIAL VARIES, SEE SITE
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PLAN FOR MORE DETAIL
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025483
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SEAL
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7/16/19
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PROP. 6 FT FENCE ALONG PROPERTY LINE
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7
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REVISED PER COW PLANNING COMMENTS
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JSM
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7/16/19
For each open utility cut ofCity streets, a $325 permitshall be required from the
City prior to occupancyand/or project acceptance.
Approved Construction PlanName
Planning
Traffic
Fire
Date
NORTH CAROLINAILMINGTONWCITY OF
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2.6 FT SEPARATION
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15" CL IV RCP
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24" CL V RCP
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PROPERTY
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PROPERTY
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BOUNDARY
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BOUNDARY
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EX. 24" RCP
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DI
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TOP=16.24
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INV=12.94
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WELL
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INV=12.94
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DI
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TOP=17.30
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INV=13.19
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30" RCP
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24" RCP
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24" RCP
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24" CMP
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INV=12.85
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NF
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INV=12.75
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INV=14.6
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INV=14.69
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24" CMP
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HYDRANT
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18
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19
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20
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19
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20
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21
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22
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23
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24
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24
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32' UTILITY EASEMENT
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MB 36, PG 241
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(PREVIOUSLY 30')
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S 63%%d20'00" E 163.57
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S 26%%d24'50" W 87.44
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N 26%%d22'39" E 87.24
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S 63%%D39'34" E 161.50
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S 63%%d39'34" E 75.45
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S 63%%d10'22" E 75.06
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S 63%%d19'37" E 156.80
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S 63%%d08'33" E 103.38
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S 63%%d18'51" E 81.73
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S 63%%d29'05" E 64.95
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S 62%%d42'11" E 82.70
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N 26%%d24'50" E 200.01
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S 63%%d27'31" E 110.00
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S 63%%d27'31" E 272.74
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N 26%%d27'31" E 199.32
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ERB
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EIP
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ERB
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S 26%%d48'04" W
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29.96
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CP
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30' UTILITY EASEMENT
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8"WATER LINE
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8"WATER LINE
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8"WATER LINE
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FROM PREVIOUS MAP
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S
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STOP
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15
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18
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17
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16
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GATE
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GATE
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GATE
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GATE
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GATE
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PEDESTRIAN GATE
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PEDESTRIAN GATE
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POSSBLE 404 WETLANDS
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MUST VERIFY
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INV=18.48
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INV=18.87
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DI
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TOP=16.24
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INV=12.55
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INV=18.33
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INV=17.68
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WEIR
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TOP=21.84
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ORIFICE=20.77
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INV=18.51
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TOP=23.21
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INV=18.81
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JB(MH COVER)
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TOP=23.76
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INV=18.13
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DI
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TOP=23.25
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INV=18.35
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HYDRANT
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X
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24.38
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X
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24.38
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X
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23.74
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X
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23.59
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X
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23.64
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X
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23.79
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X
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24.56
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INV=21.15
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INV=19.13
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12" CPP
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EX 30" RCP
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24" RCP
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(TREES NOT SURVEYED IN THIS AREA)
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15" RCP
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15" RCP
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24" RCP
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24" RCP
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WELL
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24
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25
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26
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24
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24
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26
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25
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24
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24
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24
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25
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24
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22
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21
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21
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22
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23
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24
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23
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24
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25
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23
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19
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19
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22
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23
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12
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14
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16
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18
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20
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22
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17
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16
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15
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20
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22
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24
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24
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26
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28
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DRAINAGE EASEMENT
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DRAINAGE EASEMENT
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20' UTILITY EASEMENT
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DRAINAGE EASEMENT
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EIP
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S 26%%d48'04" W 354.24
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CP
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CP
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N 65%%D15'23" W 351.87
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N 27%%d15'49" E 377.18
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N 32%%d51'02" E 88.50
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*ENCROACHMENT*
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78' X 7' TRIANGLE
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N/F
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EMERALD COVE OA, INC
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DB 3202, PG 7
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R-15 RES
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30' UTILITY EASEMENT
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FROM PREVIOUS MAP
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LIMITED AREA
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S
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18" RCP
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JB(MH COVER)
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TOP=23.76
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INV=18.10
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CI
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TOP=23.21
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INV=19.9
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DI
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TOP=23.21
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INV=19.3
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JB (MH COVER)
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TOP=23.2
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INV=(NE)18.8
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INV=17.9
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18" RCP
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BURIED
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2.6 FT SEPARATION
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STORM/SEWER
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(2) 24" RCP'S
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30" RCP
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12" RCP
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15" RCP
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20.0
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25.0
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30.0
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15.0
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10.0
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14
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5
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HORZ. SCALE: 1" = 50'
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VERT. SCALE: 1" = 5'
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DATE: 6-4-18
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CHECKED BY: HSR
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DRAWN BY: RLW
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PROJECT NO.: 05-0040
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ELEVATION
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PROFILE LEGEND
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PROPOSED FINISHED
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SURFACE CENTERLINE
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ALONG CENTERLINE
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EXISTING GROUND ELEVATION
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ALIGNMENT
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ALIGNMENT STATION
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PROPOSED CENTERLINE
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64.62
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64.17
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63.71
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68.9
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68.8
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68.4
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2+00
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1+00
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CULVERT AND RIP RAP
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PROPOSED LOTLINE WITH
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EXISTING CONTOUR LINE
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SS MANHOLE AND MAIN
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PLAN LEGEND
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DRAINAGE EASEMENT
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22
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WITH ELEVATION
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WATER METER
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SS CO AND LATERAL
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WM
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CO
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S
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PROP WATER MAIN
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50 25 0 50 100 150
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HORIZONTAL SCALE IN FEET: 1"= 50'
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5 2.5 0 5 10 15
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VERTICAL SCALE IN FEET: 1"= 5'
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MATCH LINE STA: 8+50 (SEE THIS SHEET)
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%%UWATER & SEWER SERVICE NOTES
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LATERALS TO ALL LOTS PER CFPUA STANDARD
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1. CONTRACTOR SHALL INSTALL WATER & SEWER SERVICE
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DETAILS & SPECIFICATIONS.
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BE CONSTRUCTED OF CLASS 50 DIP, WITH PROTECTO-
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4. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
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%%UCFPUA STANDARD NOTES:
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TO MAIN AND TERMINATE 18" INSIDE R/W LINE. SEWER
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SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
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STAINLESS STEEL SEWER GUARDS REQUIRED AT
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2. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR
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3. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL
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PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
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5. NO FLEXIBLE COUPLINGS SHALL BE USED.
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FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
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401 CERAMIC EPOXY LINING.
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MANHOLES LOCATED IN TRAFFIC AREAS.
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MANHOLE & TERMINATE 18" INSIDE RIGHT-OF-WAY LINE.
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1. SEWER GUARDS REQUIRED AT ALL MANHOLES.
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6. ALL STAINLESS STEEL FITTINGS SHALL BE TYPE 316.
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DEVELOPMENTS.
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7. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 12 FEET
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FROM ALL PROPERTY CORNERS.
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CONSTRUCTION DRAWINGS for
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%%UNOTE TO CONTRACTORS:
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STATION 0+78 THROUGH 14+26
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3 FT MIN
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NOT TO SCALE
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COW VALLEY CURBING
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%%USTD & REVERSE PITCH
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11"
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7"
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6"
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12"
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12"
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SLOPE AWAY FOR
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SUPERELEVATION
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LOCAL DEPRESSION
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AT CATCH BASIN
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4"
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EXISTING 8" WATER MAIN
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PROP. 5 FT SIDEWALK
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Sheet No.
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Of
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(910) 791-4441
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must be performed or authorized by the Engineer. Copies of this document must come from the original document
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part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
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This document is copyrighted by CSD ENGINEERING, with all rights reserved. The use of this document, or any
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containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
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LAND PLANNING
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COMMERCIAL / RESIDENTIAL
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ENGINEERING
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P.O. BOX 4041
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WILMINGTON, NC 28406
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REV. NO.
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REMARKS
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DATE
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BY
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LICENSE # C-2710
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FRIENDS SCHOOL OF WILMINGTON
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NEW HANOVER COUNTY, NORTH CAROLINA
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LOCATED IN WILMINGTON TOWNSHIP
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350 PEIFFER AVENUE
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WILMINGTON, NC 28409
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FRIENDS SCHOOL OF WILMINGTON INC
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FRIENDS SCHOOL OF WILMINGTON
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OWNER:
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PH. 910-792-1811
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5.0
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CONNECT TO EXISTING SS MAIN
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WITH CUT-IN SSMH
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BYPASS PUMPING REQUIRED
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EXISTING 8" SEWER MAIN
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EXISTING 8" WATER MAIN
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3 FT MIN
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MATCHLINE A-A
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STA: 8+50
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MATCHLINE A-A
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STA: 8+50
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20.0
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25.0
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30.0
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15.0
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10.0
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5.0
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20.0
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25.0
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30.0
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15.0
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10.0
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5.0
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20.0
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25.0
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30.0
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15.0
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10.0
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5.0
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EXISTING FIRE HYDRANT
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EX. 8" WATER MAIN
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EX. 8" WATER MAIN
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REPLACE EXISTING 24" CMP WITH
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24" CL V RCP
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35 FT RAD
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30 FT RAD
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SAW CUT FOR
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CONNECTION
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EXISTING SEWER CLEANOUT
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(SEE GRADING PLAN)
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DEMO EXISTING WATER MAIN
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90 FT CL RAD.
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55 FT CL RAD.
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90 FT CL RAD.
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300 FT CL RAD.
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100 FT CL RAD.
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RESIDENTIAL DRIVEWAY CUT
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RESIDENTIAL DRIVEWAY CUT
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MIN. 10 FT SEPARATION
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Date:____________ Permit #_______
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Signed: ________________________
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APPROVED STORMWATER MANAGEMENT PLAN
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Public Services
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Engineering Division
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1
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REVISED SHEET NUMBERS
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MRB
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7/18/18
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MATCH LINE STA: 8+50 (SEE THIS SHEET)
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PERVIOUS CONCRETE
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PERVIOUS CONCRETE
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PAVEMENT
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6" ABC STONE
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CONCRETE CURB
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SUBGRADE COMPACTED TO 95% (TYP.)
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(98%%% MODIFIED PROCTOR)
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%%UHEADER CURB
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NOT TO SCALE
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1'-6"
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15" F.E.S
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IE = 14.3
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2 CY CL II RIP RAP
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24" F.E.S
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IE = 14.3
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5 CY CL II RIP RAP
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140 FT CL RAD.
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PERVIOUS CONCRETE
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SEE DETAIL (SHEET 9 OF 13)
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PERVIOUS CONCRETE
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8" C-900 PRIVATE SEWER
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DURING INSTALLATION
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PROP STORMWATER POND
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SEE DETAIL (SHEET EC2)
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VALLEY GUTTER
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HEADER CURB
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20 FT
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%%UTYPICAL CURB CUT
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N.T.S.
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FLOW LINE
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CURBING
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CURBING
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2 FT
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2 FT
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TRANSITION TO
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TYPICAL CURB
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TRANSITION TO
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TYPICAL CURB
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8"
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2'-0"
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6.5"
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1"
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1'-5.5"
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1"R
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12"R
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1 "R14"R
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0'-6"
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.75"
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0'-6"
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0'-6.75"
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WHERE CENTER MEDIAN CURB IS REQUIRED
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GUTTER SHALL SLOPE AWAY AS SHOWN
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DEPRESSED
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CURB
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SEE DETAIL (SHEET 9 OF 13)
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24" F.E.S
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IE = 14.65
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INSTALL CURB CUTS
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(SEE GRADING PLAN)
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%%USTORMWATER DRAINAGE STRUCTURE NOTES:
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STRUCTURE SIZES.
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2. FRAME AND GRATES TO BE NCDOT STD 840.03 OR EQUIV.
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3. RING AND COVERS TO BE NCDOT STD. 840.54 OR EQUIV.
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1. CONTRACTOR AND PRECASTER TO DETERMINE STORM
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4. PRECAST STORM STRUCTURES TO MEET HS-20-44 LOADING.
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5. CB11-15 TO HAVE ADA GRATES
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6. ALL RCP TO BE CL III UNLESS OTHERWISE NOTED.
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7. ALL DOUBLE WALL HDPE TO BE ADS-N12 OR ADS HP
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8. CB'S 6, 8 & 9 TO BE US FOUNDRY 5298/6298 OR EQUAL.
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STORM OR EQUAL.
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EXCEPT JB23, WHICH IS TO USE NCDOT STD 840.16
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PROP FH ASSY.
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2" B.O. ASSY
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2" SDR-21 DOMESTIC SVC
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PROP RELOCATED FIRE HYDRANT ASSEMBLY
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2" BFP & MASTER METER
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MIN. 10 FT SEPARATION
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CONNECT TO EXISTING 8" WATER MAIN
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8" X 6" T.V.S.
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PROP 2" SDR-21 WATER MAIN
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PROP 2" SDR-21 WATER MAIN
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2
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REVISED WATER MAINS & SHEET NUMBERS
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MRB
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1/7/19
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EX. 6" C-900 WATER MAIN
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8X6 REDUCER
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INSTALL CURB CUTS
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INSTALL AT MIN. 3 FT DEPTH
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REMOVE EXISTING HYDRANT AND
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CONNECT TO EXISTING 6" WATER MAIN
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CONNECT TO EXISTING 8" WATER MAIN
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8" X 2" T.V.S.
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PROP. 6 FT FENCE WITH 20 FT OF REMOVABLE
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PANELS FOR UTILITY MAINTENANCE
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HYDRANT LATERAL
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PROP 2" SDR-21 PRIVATE WATER MAIN
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PROP 4" C-900 PRIVATE FIRE LINE
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4" RPDA
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PROP 2" SDR-21 PRIVATE WATER MAIN
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8. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET
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FROM THE PROPERTY CORNER.
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9. UNUSED SERVICES SHALL BE ABANDONED. ABANDONED
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WATER SERVICES SHALL BE DISCONNECTED FROM MAIN.
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10. A MINIMUM OF 10 FT OF MAIN LINE SHALL BE REPLACED
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FOR NEW CONNECTIONS TO EXISTING CLAY GRAVITY
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SEWER MAINS.
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PROP 2" SDR-21 PUBLIC WATER MAIN
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HEADER CURB
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4" DELINEATION VALVE
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8" X 6" REDUCER
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3
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REVISED PER CFPUA COMMENTS
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MRB
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3/20/19
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PROP 4" C-900 FIRE MAIN
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20 FT
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PUE
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CUT EX. 8" MAIN & INSTALL 8" X 8" x 4" TEE
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2" MASTER METER
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2" BACK FLOW PREVENTER
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6" X 2" REDUCER
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(2) 45%%D BENDS
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(4) 45%%D BENDS
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%%UTYPICAL DRIVE AISLE SECTION A-A
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NOT TO SCALE
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5 FT
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24 FT
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5 FT
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2" ASPHALT
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6" ABC STONE
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2.0%%% SLOPE
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TYPE A CURBING
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TYPE A CURBING
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3:1 MAX.
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3:1 MAX.
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VARIES
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VARIES
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1/4"/ 1 FT
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1/4"/ 1 FT
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SIDEWALK
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SIDEWALK
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%%UTYPICAL DRIVE AISLE SECTION B-B
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NOT TO SCALE
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5 FT
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24 FT
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2" ASPHALT
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6" ABC STONE
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2.0%%% SLOPE
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TYPE A CURBING
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TYPE A CURBING
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3:1 MAX.
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3:1 MAX.
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VARIES
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VARIES
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1/4"/ 1 FT
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SIDEWALK
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6" ABC STONE
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6" ABC STONE
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6" ABC STONE
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6" ABC STONE
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%%USTANDARD CURB SECTION TYPE "A"
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SD 7-01
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NOT TO SCALE
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1'-0"
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2'-0"
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0'-4.5"
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1"
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1"
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1"
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1'-5.5"
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1"R
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12"R
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1 "R14"R
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.75"
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0'-6"
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0'-6.75"
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WHERE CENTER MEDIAN CURB IS REQUIRED GUTTER SHALL SLOPE AWAY AS SHOWN
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0'-6"
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6" ABC STONE
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1'-0"
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AT LOCATIONS WHERE RESIDENTIAL DRIVEWAY ACCESS IS TO BE PRESERVED
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ALONG THE NORTH SIDE OF CAMELIA LANE AND DRIVEWAY APRONS MUST
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MUST CROSS THE SIDEWALK, THE DRIVEWAY APRON MUST MEET COW STD.
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DETAIL 3-03.1. SEE SHEET 9 OF 13.
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%%UTYPICAL COW STREET CROSS-SECTION D-D
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NOT TO SCALE
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(CAMELLIA LANE IMPROVEMENTS)
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5 FT
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21 FT
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2" ASPHALT
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6" ABC STONE
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2.0%%% SLOPE
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(SPILL AWAY)
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COW VALLEY CURB
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3:1 MAX.
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3:1 MAX.
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VARIES
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VARIES
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1/4"/ 1 FT
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SIDEWALK
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6" ABC STONE
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6" ABC STONE
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COW VALLEY CURB
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PERVIOUS CONC
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1'-0"
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VALLEY GUTTER
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1" RAD TYP.
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6 1/2"
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TRANSITION FROM PRIVATE TYPE 'A' CURBING ONSITE
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TO CITY OF WILMINGTON VALLEY CURB ON CAMELLIA.
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TRANSITION TO BE CENTERED ON PROP. BOUNDARY.
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CAMELLIA. TRANSITION TO BE CENTERED ON PROP. BOUNDARY.
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TO CITY OF WILMINGTON REVERSE-PITCH VALLEY CURB ON
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TRANSITION FROM PRIVATE TYPE 'A' CURBING ONSITE
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4
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REVISED PER COW ENGINEERING COMMENTS
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RLW
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4/08/19
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5
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REVISED PERVIOUS CONCRETE
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RLW
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4/24/19
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%%UTYPICAL PARKING BAY SECTION C-C
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NOT TO SCALE
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18 FT
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24 FT
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2" ASPHALT
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6" ABC STONE
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2.0%%% SLOPE
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TYPE A CURBING
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3:1 MAX.
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3:1 MAX.
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5 FT
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18 FT
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1.0%%% SLOPE MAX.
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1/4"/ 1 FT
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SIDEWALK
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1.0%%% SLOPE
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VARIES
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VARIES
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TYPE A CURBING
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6" ABC STONE
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6" ABC STONE
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VALLEY GUTTER
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HEADER CURB (TO BE USED
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W/ PERVIOUS CONC. ONLY)
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MATERIAL VARIES, SEE SITE
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PLAN FOR MORE DETAIL
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12"
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7"
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PAVEMENT
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1":1'
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BEYOND
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FACE OF CURB
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6" ABC STONE
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EXISTING
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OR MATCH
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12"
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1":1'
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CONCRETE
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PAVEMENT
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%%UVALLEY GUTTER
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NOT TO SCALE
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025483
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SEAL
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7/16/19
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6
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REVISED TOP OF GRATES
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JSM
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7/16/19
SO
CC
ER
(U14
)50
X 9
0 Y
AR
DS
For each open utility cut ofCity streets, a $325 permitshall be required from the
City prior to occupancyand/or project acceptance.
Approved Construction PlanName
Planning
Traffic
Fire
DateNORTH CAROLINAILMINGTONWCITY OF
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POSSBLE 404 WETLANDS
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MUST VERIFY
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INV=18.48
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INV=18.87
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DI
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TOP=16.24
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INV=12.55
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POSSBLE 404 WETLANDS
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MUST VERIFY
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INV=18.33
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INV=17.68
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WEIR
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TOP=21.84
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ORIFICE=20.77
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INV=18.51
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TOP=23.21
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INV=18.81
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JB(MH COVER)
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TOP=23.76
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INV=18.13
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DI
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TOP=23.25
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INV=18.35
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DI
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TOP=24.11
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INV=20.71
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DI
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TOP=23.75
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INV=21.42
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15" RCP
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X
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23.76
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X
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23.55
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X
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23.54
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X
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23.43
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X
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24.32
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X
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24.38
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X
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24.31
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X
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24.38
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X
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23.74
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X
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23.59
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X
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23.64
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X
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23.79
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X
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24.56
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X
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24.35
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X
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24.29
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INV=21.15
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INV=19.13
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12" CPP
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EX 30" RCP
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24" RCP
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(TREES NOT SURVEYED IN THIS AREA)
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(TREES NOT SURVEYED IN THIS AREA)
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15" RCP
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15" RCP
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24" RCP
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24" RCP
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12" RCP
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23
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24
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24
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24
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25
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26
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24
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24
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26
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25
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24
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24
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24
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25
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24
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22
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21
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21
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22
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23
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22
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24
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24
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25
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24
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23
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24
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23
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24
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25
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24
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25
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24
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25
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24
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23
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19
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19
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22
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23
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12
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14
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16
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18
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20
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22
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17
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16
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15
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20
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22
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24
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24
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26
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28
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S 63%%d18'51" E 81.73
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S 63%%d29'05" E 64.95
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S 62%%d42'11" E 82.70
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ERB
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ERB
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EIP
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S 26%%d48'04" W 354.24
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S 26%%d48'04" W
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29.96
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S 26%%d48'50" W 634.81
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ERB
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EIP
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CP
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CP
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CP
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N 70%%d24'16" E 323.63
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N 88%%d20'34" E 113.35
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S 89%%d25'43" E 57.24
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ERB
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N 24%%d47'15" E 139.39
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N 65%%D15'23" W 351.87
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N 27%%d15'49" E 377.18
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N 32%%d51'02" E 88.50
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*ENCROACHMENT*
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78' X 7' TRIANGLE
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N/F
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EMERALD COVE OA, INC
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DB 3202, PG 7
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R-15 RES
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N/F
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EMERALD COVE OA, INC
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DB 3202, PG 7
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R-15 RES
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N/F
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SHINWOOD WEST OA, INC
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DB 6027, PG 2398
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R-15 RES
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TP
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(30' Private Access Esmt.)
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Emerald
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Cove Ct.
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(50' Private R/W)
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Sanderson Trust
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DB 5980, PG 212
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CHRISTINA JACKSON
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DB 5226, PG 2400
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SHINWOOD WEST OA, INC
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DB 6027, PG 2398
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n/f
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Greenville Village
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Shirley Crum
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Michael &
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D.B. 2756-833
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D.B. 2107-723
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D.B. 466-454
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Owens etal
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Emerald Cove
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Phase 2
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M.B. 36/241
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Land Use:
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Residential
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Zoning: R-15
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Land Use:
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Residential
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Zoning: R-15
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Residential
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Land Use:
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Zoning: R-15
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Residential
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Zoning: R-15
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Residential
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Land Use:
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Zoning: R-15
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Zoning: R-15
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Land Use:
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Residential
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RICHARD LEE
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DB 4854, PG 139
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Zoning: R-15
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Land Use:
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Residential
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WILLIAM OBRYAN
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DB 4788, PG 93
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Zoning: R-15
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Land Use:
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Residential
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DOUGLAS NAY
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DB 5782, PG 2662
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Zoning: R-15
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Land Use:
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Residential
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DB 3202, PG 7
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COVE OA, INC
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EMERALD
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n/f
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Residential
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Land Use:
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Zoning: R-15
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n/f
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DI
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TOP=24.11
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INV=20.71
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18" RCP
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15" RCP
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JB(MH COVER)
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TOP=23.76
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INV=18.10
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CI
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TOP=23.21
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INV=19.9
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DI
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TOP=23.21
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INV=19.3
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JB (MH COVER)
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TOP=23.2
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INV=(NE)18.8
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INV=17.9
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CI
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TOP=23.21
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INV=20.2
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18" RCP
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BURIED
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GATE
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20 FT D.E
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MB 45 PG 134
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TG:22.9
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TG:23.35
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TG:22.9
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(24.23 EP)
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(24.40 BC)
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(24.50 EP)
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(24.01 EP)
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24.90 EP
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24.50 EP
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(24.02 EP)
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24.90 BC
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(24.60 BC)
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TG:22.5
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TG:23.35
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30 15 0 30 60 90
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SCALE IN FEET: 1"= 30'
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GRADING PLAN FOR
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GRADING PLAN
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Sheet No.
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Of
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(910) 791-4441
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must be performed or authorized by the Engineer. Copies of this document must come from the original document
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part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
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This document is copyrighted by CSD ENGINEERING, with all rights reserved. The use of this document, or any
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containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
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LAND PLANNING
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COMMERCIAL / RESIDENTIAL
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ENGINEERING
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P.O. BOX 4041
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WILMINGTON, NC 28406
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REV. NO.
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REMARKS
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DATE
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BY
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LICENSE # C-2710
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FRIENDS SCHOOL OF WILMINGTON
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for
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14
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6
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HORZ. SCALE: 1" = 30'
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VERT. SCALE: N/A
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DATE: 6-4-18
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CHECKED BY: HSR
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DRAWN BY: JSM
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PROJECT NO.: 05-0040
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NEW HANOVER COUNTY, NORTH CAROLINA
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LOCATED IN WILMINGTON TOWNSHIP
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350 PEIFFER AVENUE
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WILMINGTON, NC 28409
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FRIENDS SCHOOL OF WILMINGTON INC
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FRIENDS SCHOOL OF WILMINGTON
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OWNER:
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PH. 910-792-1811
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C
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C
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B
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B
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A
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A
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INSTALL CURB CUT PER DETAIL THIS SHEET
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SLOPE
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2" ASPHALT
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CONCRETE
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%%UEXTRUDED SIDEWALK
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1'-0"
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0'-6"
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GUTTER LINE (GL)
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TC = GL + 0.5'
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%%UCURB GRADING
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EDGE OF PAVEMENT (EP)
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TOP OF SIDEWALK (EP +0.5')
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8" ABC STONE
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COMPACTED SUBGRADE
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EXPANSION
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JOINTS
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6 FT RAMP
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12:1 MIN. SLOPE
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9 FT
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MIN.
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5 FT
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12:1
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12:1
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%%UDEPRESSED SIDEWALK & HANDICAPPED RAMP
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NOT TO SCALE
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6 FT RAMP
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12:1 MIN. SLOPE
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EP + 0.1'
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EP EL.
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EP EL.
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EP + 0.1'
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EP + 0.5'
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EP + 0.5'
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EP + 0.6'
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EP + 0.6'
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STANDARD
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SIDEWALK
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STANDARD
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SIDEWALK
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PLAN FOR ELEVATIONS
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SEE PRECISE GRADING
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EDGE OF PAVEMENT (TYP)
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(THIS SHEET)
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%%UTYPICAL GRADING DETAIL
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HEADER CURB
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VALLEY GUTTER
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Date:____________ Permit #_______
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Signed: ________________________
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APPROVED STORMWATER MANAGEMENT PLAN
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Public Services
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Engineering Division
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1
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REVISED SHEET NUMBERS
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MRB
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7/18/18
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%%USTANDARD CURB SECTION TYPE "A"
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SD 7-01
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NOT TO SCALE
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1'-0"
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2'-0"
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0'-4.5"
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1"
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1"
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1"
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1'-5.5"
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1"R
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12"R
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1 "R14"R
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.75"
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0'-6"
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0'-6.75"
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WHERE CENTER MEDIAN CURB IS REQUIRED GUTTER SHALL SLOPE AWAY AS SHOWN
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HEADER CURB
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VALLEY GUTTER
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%%UGRADING NOTES:
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1. CONTRACTOR TO MAKE SMOOTH
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TRANSITION FROM INVERTED CROWN TO
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SHEET FLOW IN DESIGNATED AREAS
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2. CONTRACTOR TO ENSURE POSITIVE
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DRAINAGE IN ALL FINISHED AREAS.
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3. ALL BUILDING ROOF DRAINS TO BE
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CONNECTED TO THE STORM DRAINAGE
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COLLECTION SYSTEM.
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EXISTING / PROPOSED STORM
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SEWER & CATCH BASIN
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- HIGH POINT
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HP
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- CURB CUT
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- GUTTER LINE
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- FINISHED SURFACE
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- TOP OF SIDEWALK (PROPOSED)
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- BOTTOM OF SIDEWALK
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BSW
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TSW
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FS
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GL
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CC
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%%UKEY
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- TOP OF GRATE
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TG
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TB
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- TOP OF BOX (ACCESS COVER)
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- TOP OF SIDEWALK (EXISTING)
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(TSW)
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- EDGE OF PAVEMENT
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EP
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- BACK OF CURB
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BC
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FL
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- FLOW LINE
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4. CONTRACTOR TO ENSURE PUBLIC
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SIDEWALKS MEET CITY OF WILMINGTON
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CROSS-SECTION.
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5. CONTRACTOR TO ENSURE PROPER
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INSTALLATION OF ADA ACCESSIBLE ROUTE
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PER LATEST ADA GUIDELINES.
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20 FT
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%%UTYPICAL CURB CUT
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N.T.S.
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FLOW LINE
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CURBING
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CURBING
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2 FT
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2 FT
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TRANSITION TO
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TYPICAL CURB
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TRANSITION TO
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TYPICAL CURB
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8"
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2'-0"
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6.5"
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1"
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1'-5.5"
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1"R
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12"R
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1 "R14"R
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0'-6"
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.75"
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0'-6"
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0'-6.75"
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WHERE CENTER MEDIAN CURB IS REQUIRED
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GUTTER SHALL SLOPE AWAY AS SHOWN
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DEPRESSED
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CURB
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VALLEY GUTTER
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NOT TO SCALE
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NOT TO SCALE
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2
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ADDED GRADING AT PEIFFER ENTRANCE & REVISED SHEET NUMBERS
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MRB
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1/7/19
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EX ASPHALT TO BE OVERLAYED
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TO CREATE HIGH POINT
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SAW CUT EXISTING CURBING
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SAW CUT EXISTING CURBING
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MATCH EX. TYPE AND X-SECTION WHEN REPLACING PER NEW GRADES
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CONTRACTOR TO REMOVE & REPLACE EXISTING CURB
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3
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REVISED DUE TO SHIFT OF PARKING AREA
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MRB
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2/27/19
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%%UTYPICAL DRIVE AISLE SECTION A-A
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NOT TO SCALE
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5 FT
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24 FT
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5 FT
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2" ASPHALT
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6" ABC STONE
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2.0%%% SLOPE
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TYPE A CURBING
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TYPE A CURBING
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3:1 MAX.
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3:1 MAX.
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VARIES
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VARIES
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1/4"/ 1 FT
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1/4"/ 1 FT
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SIDEWALK
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SIDEWALK
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%%UTYPICAL DRIVE AISLE SECTION B-B
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NOT TO SCALE
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5 FT
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24 FT
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2" ASPHALT
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6" ABC STONE
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2.0%%% SLOPE
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TYPE A CURBING
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TYPE A CURBING
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3:1 MAX.
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3:1 MAX.
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VARIES
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VARIES
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1/4"/ 1 FT
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SIDEWALK
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6" ABC STONE
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6" ABC STONE
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6" ABC STONE
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6" ABC STONE
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0'-6"
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6" ABC STONE
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1'-0"
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4
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REVISED PER TRC COMMENTS
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RLW
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3/20/19
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PAVEMENT
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6" ABC STONE
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CONCRETE CURB
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SUBGRADE COMPACTED TO 95% (TYP.)
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(98%%% MODIFIED PROCTOR)
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%%UHEADER CURB
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NOT TO SCALE
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1'-6"
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PERVIOUS CONC
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1'-0"
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NOT TO SCALE
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COW VALLEY CURBING
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%%USTD & REVERSE PITCH
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11"
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7"
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6"
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12"
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12"
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SLOPE AWAY FOR
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SUPERELEVATION
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LOCAL DEPRESSION
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AT CATCH BASIN
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4"
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1" RAD TYP.
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6 1/2"
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%%UTYPICAL COW STREET CROSS-SECTION D-D
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NOT TO SCALE
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(CAMELLIA LANE IMPROVEMENTS)
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5 FT
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21 FT
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2" ASPHALT
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6" ABC STONE
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2.0%%% SLOPE
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(SPILL AWAY)
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COW VALLEY CURB
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3:1 MAX.
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3:1 MAX.
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VARIES
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VARIES
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1/4"/ 1 FT
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SIDEWALK
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6" ABC STONE
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6" ABC STONE
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COW VALLEY CURB
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5
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REVISED PERVIOUS PARKING
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RLW
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4/24/19
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%%UTYPICAL PARKING BAY SECTION C-C
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NOT TO SCALE
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18 FT
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24 FT
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2" ASPHALT
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6" ABC STONE
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2.0%%% SLOPE
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TYPE A CURBING
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3:1 MAX.
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3:1 MAX.
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5 FT
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18 FT
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1.0%%% SLOPE MAX.
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1/4"/ 1 FT
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SIDEWALK
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1.0%%% SLOPE
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VARIES
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VARIES
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TYPE A CURBING
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6" ABC STONE
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6" ABC STONE
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VALLEY GUTTER
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HEADER CURB (TO BE USED
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W/ PERVIOUS CONC. ONLY)
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MATERIAL VARIES, SEE SITE
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PLAN FOR MORE DETAIL
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12"
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7"
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PAVEMENT
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1":1'
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BEYOND
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FACE OF CURB
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EXISTING
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OR MATCH
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12"
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1":1'
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CONCRETE
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PAVEMENT
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%%UVALLEY GUTTER
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NOT TO SCALE
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025483
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SEAL
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7/16/19
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6
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OMITTED SOCCER FIELD GRADING, REVISED TG(S) & DETAILS
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JSM
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7/15/19
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%%U840.03 INLET GRADING KEY
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NOT TO SCALE
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STD. FRAME & GRATE
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2.08%%%
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TG
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STD. HOOD
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6" ABC STONE
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NOT TO SCALE
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%%UPRECAST CURB INLET
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TYPICAL CL EL(-8")
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GIVEN ON PLAN
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GRATE ELEVATION
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FOR FURTHER DETAIL
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TRANSITION SECTION
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%%UFRONT SECTION
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840.02
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OUTLET
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840.03B
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852.05
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SEE NCDOT STDS.
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6"
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GUTTER
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DEPRESSED
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OPENING
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NORMAL GUTTER FLOW LINE
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PIPE
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10'TAPER
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2'-0"
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2'-6"
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SEE PLAN
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VARIABLE
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FRAME & GRATE
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BASIN
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CATCH
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CONCRETE
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PRECAST
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%%USECTION VIEW
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CURB
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STD.840.02
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NCDOT CATCH BASIN
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JOINT
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EXPANSION
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10'TAPER
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1'-0"
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1'-0"
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3'-1 1/2"
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NCDOT STD. 840.03B
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FRAME, GRATE AND HOOD
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%%UPLAN VIEW
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2'-0"
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JOINT
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EXPANSION
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(TYPE "A" CURB SHOWN LEFT)
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TRANSITION SECTION
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(VALLEY CURB SHOWN RIGHT)
SOCCER (U14)
50 X 90 YARDS
For each open utility cut ofCity streets, a $325 permitshall be required from the
City prior to occupancyand/or project acceptance.
Approved Construction PlanName
Planning
Traffic
Fire
Date
NORTH CAROLINAILMINGTONWCITY OF
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POSSBLE 404 WETLANDS
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MUST VERIFY
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POSSBLE 404 WETLANDS
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MUST VERIFY
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(TREES NOT SURVEYED IN THIS AREA)
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(TREES NOT SURVEYED IN THIS AREA)
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EB
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EB
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EB
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EB
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EB
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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PP
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PP
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PP
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PP
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PP
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PP
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PP
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PP
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S 63%%d20'00" E 163.57
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S 26%%d24'50" W 87.44
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N 63%%d15'45" W 163.52
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N 26%%d22'39" E 87.24
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S 63%%D39'34" E 161.50
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S 63%%d39'34" E 75.45
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S 63%%d10'22" E 75.06
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S 63%%d19'37" E 156.80
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S 63%%d08'33" E 103.38
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S 63%%d18'51" E 81.73
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S 63%%d29'05" E 64.95
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S 62%%d42'11" E 82.70
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N 26%%d24'50" E 200.01
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S 63%%d27'31" E 110.00
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S 63%%d27'31" E 272.74
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S 63%%d49'20" E 109.84
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N 26%%d27'31" E 199.32
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S 26%%d48'04" W 354.24
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S 26%%d48'04" W
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29.96
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S 26%%d48'50" W 634.81
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S 58%%d34'53" E 200.02
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N 26%%d51'34" E 129.38
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N 70%%d24'16" E 323.63
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N 88%%d20'34" E 113.35
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S 89%%d25'43" E 57.24
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N 24%%d47'15" E 139.39
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N 65%%D15'23" W 351.87
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N 27%%d15'49" E 377.18
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N 32%%d51'02" E 88.50
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N/F
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EMERALD COVE OA, INC
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DB 3202, PG 7
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R-15 RES
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N/F
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EMERALD COVE OA, INC
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DB 3202, PG 7
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R-15 RES
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N/F
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SHINWOOD WEST OA, INC
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DB 6027, PG 2398
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R-15 RES
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TP
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(30' Private Access Esmt.)
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Emerald
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Cove Ct.
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(50' Private R/W)
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n/f
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Charles R.
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Sanderson Trust
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DB 5980, PG 212
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CHRISTINA JACKSON
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DB 5226, PG 2400
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n/f
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MILANESE
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RICHARD
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DB 2296, PG 136
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n/f
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SHINWOOD WEST OA, INC
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DB 6027, PG 2398
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n/f
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n/f
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PETROFF
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JEFFREY
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DB 1464, PG 575
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Brock
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Margaret
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Thomas &
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D.B. 1269-719
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n/f
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D.B. 3990-151
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of Wilmington
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Greenville Village
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n/f
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Shirley Crum
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Michael &
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D.B. 2756-833
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n/f
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Chavis Hrs
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D.B. 2107-723
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Vernon Ray
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n/f
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D.B. 466-454
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Owens etal
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Golie L.
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n/f
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Emerald Cove
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Phase 2
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M.B. 36/241
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Zoning: R-15
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Land Use:
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Residential
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Land Use:
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Residential
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Zoning: R-15
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Land Use:
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Residential
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Zoning: R-15
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Land Use:
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Residential
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Zoning: R-15
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Land Use:
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Mobile Home Park
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Zoning: R-15
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Residential
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Land Use:
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Zoning: R-15
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Residential
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Land Use:
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Zoning: R-15
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Residential
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Land Use:
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Zoning: R-15
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n/f
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STEVEN GOOD
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DB 5860, PG 326
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Zoning: R-15
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Land Use:
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Residential
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Zoning: R-15
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Land Use:
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Residential
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Zoning: R-15
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Land Use:
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Residential
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RICHARD LEE
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DB 4854, PG 139
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n/f
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Zoning: R-15
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Land Use:
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Residential
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WILLIAM OBRYAN
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DB 4788, PG 93
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n/f
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Zoning: R-15
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Land Use:
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Residential
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DOUGLAS NAY
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DB 5782, PG 2662
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n/f
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Zoning: R-15
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Land Use:
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Residential
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PICKETT
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RANDALL
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DB 1752, PG 691
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n/f
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Residential
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Land Use:
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Zoning: R-15
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PICKETT
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RANDALL
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DB 1449, PG 1581
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n/f
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Residential
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Land Use:
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Zoning: R-15
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CLIFTON SMALL
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DB 1139, PG 687
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n/f
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Residential
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Land Use:
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Zoning: R-15
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BRIDGMAN
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EMILY
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DB 1850, PG 663
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n/f
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Residential
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Land Use:
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Zoning: R-15
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BIGGERSTAFF
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MORGAN
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DB 3988, PG 97
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n/f
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Residential
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Land Use:
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Zoning: R-15
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JON BIBB
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DB 5507, PG 1413
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n/f
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Residential
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Land Use:
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Zoning: R-15
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n/f
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Charles R.
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Sanderson Trust
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DB 5980, PG 212
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Land Use:
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Residential
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Zoning: R-15
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DB 3202, PG 7
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COVE OA, INC
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EMERALD
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n/f
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Residential
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Land Use:
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Zoning: R-15
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n/f
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SHELLEY DRIVE
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STOP
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GATE
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GATE
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GATE
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GATE
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GATE
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PEDESTRIAN GATE
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PEDESTRIAN GATE
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20 FT D.E
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MB 45 PG 134
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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60 30 0 60 120 180
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SCALE IN FEET: 1"= 60'
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%%ULEGEND
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EXISTING STORM DRAIN
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PROP BUILDING
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EXISTING BOUNDARY
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EXISTING TREE
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EXISTING CONTOUR
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EXISTING CONCRETE
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EXISTING WATER
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EXISTING SEWER
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W
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SS
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EXISTING FIRE HYDRANT
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Sheet No.
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Of
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(910) 791-4441
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must be performed or authorized by the Engineer. Copies of this document must come from the original document
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part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
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This document is copyrighted by CSD ENGINEERING, with all rights reserved. The use of this document, or any
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containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
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LAND PLANNING
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COMMERCIAL / RESIDENTIAL
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ENGINEERING
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P.O. BOX 4041
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WILMINGTON, NC 28406
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REV. NO.
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REMARKS
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DATE
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BY
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LICENSE # C-2710
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PERVIOUS MATERIAL
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PROPOSED TREE
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Date:____________ Permit #_______
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Signed: ________________________
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APPROVED STORMWATER MANAGEMENT PLAN
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Public Services
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Engineering Division
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LANDSCAPE PLAN
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FRIENDS SCHOOL OF WILMINGTON
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1
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REVISED PER CLIENT & TRC COMMENTS
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JSM
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11/12/18
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LOCATION MAP
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for
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NOT TO SCALE
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LP
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LP
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HORZ. SCALE: 1" = 60'
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VERT. SCALE: N/A
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DATE: 6-4-18
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CHECKED BY: HSR
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DRAWN BY: RLW
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PROJECT NO.: 05-0040
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NEW HANOVER COUNTY, NORTH CAROLINA
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LOCATED IN WILMINGTON TOWNSHIP
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350 PEIFFER AVENUE
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WILMINGTON, NC 28409
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FRIENDS SCHOOL OF WILMINGTON INC
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FRIENDS SCHOOL OF WILMINGTON
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OWNER:
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LANDSCAPE PLAN for
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PH. 910-792-1811
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Site
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Shelley
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Sleepy Hollow Lane
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Hinton Ave.
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Greenville Loop Road
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Oleander Drive (US 76)
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Camelot
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Bagley Avenue
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Peiffer Avenue
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58th St.
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Victory
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Verbenia Dr.
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Camillia
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Sebrell
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Park Avenue
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Avenue
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Ln.
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Avenue
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Giles
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Emerald
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Cove Ct.
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Ct.
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Dr.
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Drive
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Gardens
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Eastwood Rd. (US 76)
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(30 FT ACCESS EASEMENT)
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PEIFFER AVENUE
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(30 FT PUBLIC R/W)
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CAMELLIA LANE
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PROPOSED BUILDING
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13,926 SF
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EXISTING BUILDING
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3,750 SF
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2,760 SF
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2,760 SF
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6,490 SF
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EXISTING BUILDING
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1,650 SF
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24 FT
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EP TO EP
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21 FT
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EXISTING PARKING AREA TO REMAIN
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PROPOSED BUILDING
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(PHASE II)
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PROPOSED BUILDING
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(PHASE II)
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PROPOSED BUILDING
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(PHASE II)
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PROPOSED 5 FT SIDEWALK
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PROPOSED 5 FT SIDEWALK
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EXISTING PERVIOUS 5 FT SIDEWALK
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PROPOSED 5 FT SIDEWALK
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PROPOSED 5 FT SIDEWALK
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FC TO FC
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EP TO EP
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18 FT
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21 FT
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PROPOSED PEDESTRIAN GATE
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PROPOSED VEHICLE GATE
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(50 FT PUBLIC R/W)
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58TH STREET
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DRIVEWAY TO BE EXPANDED TO MIN. 23 FT WIDE
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PROP. DUMPSTER LOCATION w/ CORRAL & SCREENING
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PHASE 2 SIDEWALKS
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%%UProposed Plant Table
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Quantity
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Symbol
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Scientific Name
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Common Name
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Planting Size
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O.C. - "ON CENTER" CAL. - "CALIPER AT 6'' ABOVE GRADE" GAL. - "GALLON CONTAINER"
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Planting Remarks
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Trident Maple
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41
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Acer buergeianum
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2" CAL.
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PARKING LOT
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67
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7 Gal. 3' Ht.
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Myrica cerifera
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Wax Myrtle
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BUFFERYARD SHRUB
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24
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STREETYARD TREES
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Betula nigra
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River Birch
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3" CAL.
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Quantity
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Symbol
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Scientific Name
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Common Name
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Planting Size
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Planting Remarks
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SHRUBS
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TREES
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16
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3 Gal.
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Buxus microphylla
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Wintergreen Boxwood
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FOUNDATION
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126
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7 GAL. 3' HT.
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Ilex cornuta
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Needlepoint Holly
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STREETYARD SHRUB
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Quantity
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Symbol
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GROUND COVER
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PINE STRAW
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137,700 SF
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SEED MIX
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4,251 SF
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Description
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111
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Ilex vomitoria
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Dwarf Yaupon Holly
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PARKING LOT
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3 Gal.
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X
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%%ULANDSCAPE CALCULATIONS:
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1. FOUNDATION LANDSCAPING:
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3,300 SF BLDG FACE * 12%%% = 396 SF REQ'D FOUNDATION LANSCAPING.
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3. TREES & SHRUBS IN THE SETBACK AREA SHALL BE MAINTAINED BY THE OWNER TO
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ENSURE THAT THE MATERIAL LIVES & PROSPERS.
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4. PARKING AREA SCREENING:
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SHRUBBERY PROVIDE FOR MAXIMUM OPACITY OF VEHICLE HEADLIGHTS.
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2. PARKING ISLAND LANDSCAPING:
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1 CANOPY TREE AND SHRUBBERY * 12 INTERIOR PARKING ISLANDS
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12 CANOPY TREES AND SHRUBS REQ'D;
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CANOPY TREES / SHADE TREES PLACED THROUGHOUT PARKING AREA TO AVOID CONFLICT
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428 SF FOUNDATION LANDSCAPING PROVIDED.
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WITH DESIGNED UTILITIES.
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5. LANDSCAPE CALCULATIONS BY TOTAL AREA AS FOLLOWS;
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TOTAL PROJECT LIMITS = 81,403 SF, TOTAL LANDSCAPED AREA = 6,393 SF
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6,393 / 81,403 = 0.0785 OR 7.9%%%
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7.9%%% > 6%%% (MINIMUM LANDSCAPED AREA)
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-ONE (1) TREE AND SIX SHRUBS REQ'D FOR EVERY FIFTEEN (15) PARKING SPACES.
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1 / 15 = 0.0667 TREES PER PARKING SPACE. 6 / 15 = 0.4 SHRUBS PER PARKING SPACE.
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40 PARKING SPACES PROVIDED; 40 X 0.0667 = 2.668 TREES REQ'D, 12 SHADE TREES PROVIDED
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40 X 0.4 = 16 SHRUBS REQ'D, 126 VARIOUS SHRUBS PROVIDED
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-ONE (1) STREET TREE FOR EVERY THIRTY (30) FEET OF PROPERTY FRONTAGE
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STREET TREES REQUIRED: 34
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6. STREET TREE CALCULATIONS [SEC. 18-196(C)(12)] AS FOLLOWS;
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STREET TREES PROVIDED; 32 (SIGHT DISTANCE TRIANGLES PROHIBIT THE PLACEMENT OF STREET
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TREES ALONG PROPOSED PROPERTY FRONTAGE. STREET TREE
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REQUIREMENTS SHALL BE MET BY MEANS OF A PAYMENT IN LIEU
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TO THE CITY OF WILMINGTON TREE FUND.)
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-STREET TREES ADDED IN AND AMONGST EXISTING TREES TO MEET REQUIREMENT.
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-STREET TREES NOT PROVIDED FOR CAMELLIA LANE IMPROVEMENTS DUE TO LIMITED SPACE.
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PROPOSED STORMWATER POND MODIFICATIONS
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332 SF
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230 SF
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219 SF
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402 SF
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549 SF
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294 SF
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221 SF
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234 SF
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224 SF
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235 SF
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377 SF
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243 SF
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220 SF
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237 SF
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7. PARKING AREA SHADE CALCULATIONS:
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6,852 SF PARKING AREA; 20%%% SHADE REQ'D; 6,852 * 0.2 = 1,370.4 SF OF REQ'D SHADE.
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2,263 SF OF SHADE AREA PROVIDED AT MATURITY.
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+/- 20 FT RAD.
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PROPOSED MATURE TREE CANOPY (TYP)
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20 FT MIN. BUFFERYARD
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20 FT MIN. BUFFERYARD
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20 FT MIN. BUFFERYARD
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20 FT MIN. BUFFERYARD
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20 FT MIN. BUFFERYARD
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20 FT MIN. BUFFERYARD
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PRESERVE EXISTING VEGETATION AS BUFFER
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PRESERVE EXISTING VEGETATION AS BUFFER
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PRESERVE EXISTING VEGETATION AS BUFFER
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20 FT MIN. BUFFERYARD
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8. BUFFERYARDS - [SEC. 18-496]:
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PLANTED BUFFERYARDS TO PROVIDE 100%%% OPACITY.
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REQ'D; 1 TREE EVERY 30 FT & SHRUBS PROVIDED TO PROVIDE OPACITY.
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SELECT BUFFYARDS TO EMPLOY EXISTING VEGATATION.
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VARYING HEIGHT WOOD FENCING TO BE USED IN OTHER AREAS.
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234 SF
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2
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REVISED PER CLIENT & TRC COMMENTS
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RLW
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3/20/19
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3
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REVISED PER COW ENG. COMMENTS
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RLW
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4/08/19
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4
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REVISED PER COW TRAFFIC COMMENTS
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RLW
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4/24/19
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025483
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SEAL
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7/16/19
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PRESERVE EXISTING VEGETATION AS BUFFER
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PRESERVE EXISTING VEGETATION AS BUFFER
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PRESERVE EXISTING VEGETATION AS BUFFER
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20 FT MIN. BUFFERYARD
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PRESERVE EXISTING VEGETATION AS BUFFER
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PROPOSED 6 FT FENCE
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5
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REVISED PER COW COMMENTS
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JSM
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7/16/19
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PROP. 5 FT SIDEWALK
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POND LANDSCAPING INCLUDED ON SHEET PLP
