20230644 Ver 1_Creek Crossing Detailed SI-1-Sealed_20230428

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GENERAL NOTES:
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1. Boundary Survey Information Provided by Lance Schamback, PLS.
2. 142 LF or 0.01 Ac. of Stream to be impacted to allow for fill slopes to maintain Sompre Rd.
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am 3"42'3Cm'E Not To Scale TDta 0-VICINITY MAP
NO SCALE
CURVE CURVE TABLE �ra so ClLENGT RADIUS Chord Distance
s z 230. 0 300.00 224.501
C2 26.881
363.31 300.00 341.51 ��Q 00ol of
LINE TABLE
pA /-, LINE LENGTH BEARING a _ JL1 40.44 NO3'35'10"W
NO3.25'39 L2 9.44
L3 88.93 NO3'26' M N
mzZ a L4 92.63
L5 N01'1509"W of
00 0
L6 N01'13'16"E p
7 90.73a N04.03'00"E
L8 39.95 N05.41'28"E
Tie 61 08
e, SURVEY INFORMATION BY:
STREAM IMPACT: 1 " w Schamback Surveying, P.A.
OR 0.01 AC. P.O. Box 4143
PROP.FRENCH DRAIN Mooresville, N.C. 28717
START/END Phone. [phone]
I S 1 C-3218
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J5-34-3J4B
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09 08 REVISIONS BY
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Po Proposed Land Clearing
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03 Inert Debris Landfill Site 7.81 Acres
CeRisroPpN N "I o \ \ Total Outside of Stream Buffers
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d Par Date: 05/12/2022
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v ' t 2 Contours
CLF
Cheoked:DLM
GRAPHIC SCALE Pro;e°t:2019-03-03
0 zs so 100 Job:2019-03-03
Know what's below.
Shoot
Call before you dig. SI-1
1 inch=50 feet
Location: PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES, P.A. Owner: Approved:_ Date of Issue: of 5 Sheets