NCC231920_Site Plan or Location Map_20230622

McALPINE CREEK WATERSHED
RECEIVING WATERBODY:IRVINS CREEK
WATERBODY INDEX: 11-137-9-2dr.
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/ I 2459 Wilkinson Blvd,Ste 200 Charlotte,NC 28208
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1<11 // I IDLEWILD ROAD N 72..z6 •R
" 7247A
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SR-3143,60'NCDOT PUBLIC R/W UNI IDLE TIED.6MC
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PARSHVANATH ENTERPRISE,LLC I I UNIT FILE N0.69
I D.B.3a250.PG.927D.B.24015,PG.68 PI":135-21-'3'
IN:135-211-06 I
;M.B.1 NC,LLC I I
M.B. 6.34.352
355.PG. AR 34250.H ENTERPRISE,LLC
148ROSION
D.B.U.B53A250.PG.92]
PIN: 35-211-55
CONTROL
I I I PHIA
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1 20 I I SCALE:1"=40' O d
BASIN S1 I I I
�/� PROJECT#: 887-002
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'g I DRAINAGE AREAS/REQ'D STORAGE �0 DRAW PROJECT
BY:
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Total drainage area(TDA) 3.3 ac I I FEBRUARY 17,2022
"g Disturbed area(DA) 3.1 ac
w Required sedmentstorage(1800xTDA) 5580 N I
g I BASIN CONFIGURATION I I Know what'sbefore you
Bottom elevation 706 msl Call before you dig. REVISIONS:
Sediment Storage Elevation 708 msl
s Sedmenpilhvay crest 709 msl I I C1. ONTRACTOR ISTFULLY EXISTING LE UTILITIESFOR CONTACTING A RE LOCATED PRIOR APPROPRIATE PARTIES
CONSTRUCTION. 3.06.13.22 PER LAND DEVELOPMENT COMMENTS
Top of Berm 710.5 mid 1 I 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN,
BASIN EFFICIENCY ETC.AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
m Sediment storage provided: 11551 OKAY I I 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE REPLACED
$BdIllalif storagerequired: 5580 d ACCORDING TO,STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF
rc equ TRANSPORTATION AND CHARLOTTE-MECKLENBORG UTILITIES SPECIFICATIONS.
Surface Area Provided 6412 OKAY I 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926
I I A S.A.Required(325cM010) 4550 S7 I SUBPART P,OR AS AMENDED.
Copyright 02022 Design Resource Group,PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group,PA;and are intended solely for the use of the recipient noted.No MINT party use or modification Is permitted without written authorization.
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