HomeMy WebLinkAbout20110089 Ver 4_Stormwater Info_20170921Homewood, Sue
From: David Lutz <dlutz@ces-group.net>
Sent: Thursday, September 21, 2017 6:41 AM
To: Homewood, Sue
Cc: Randy Hawkins
Subject: FW: Airlie Park Spec Building -Easement
Attachments: 6958-EASEM ENT-prelim.pdf
Good morning Sue,
Our survey department has created the attached plat that they can sign and record. Wanted to run it by you and Randy, to ensure
knowing jumped out as a concern prior to recording.
Thank you,
Dave
SASurvey\Projects\6958 - Airlie Pkwy Easement\DWG\6958-EASEMENT.dwg
LEGEND:
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THAT THE RATIO OF PRECISION AS CALCULATED IS
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; L-5187
ACCORDANCE WITH THE STANDARDS OF PRACTICE
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KENT C. HUDSON, PLS
LICENSE NUMBER: L-5187
0 50 100
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SCALE: 1" = 100'
PARCEL 4603-22-0475
INGLESIDE REAL ESTATE
INVESTMENT PARTNERS, LLC
PORTION OF TRACT 1
PLAT BOOK 16 PAGE 107
DEED BOOK 2203 PAGE 541
** S88'12'50"E 473.11'
Tie Line
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PARCEL
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4603-20-2911
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PLAT BOOK 16
PAGE 123
OWNER/PREPARED FOR:
UNOX, INC.
987 AIRLIE PARKWAY
DENVER, NC 28037
CURVE ARC RADIUS CHORD BEARING CHORD
Cl
45.10
30.00
S 5'0'3552
W
40.97
C2
37.70
24.00
N 28'3314
W
33.94
C3
49.79
24.00
N 59'2611
W
41.33
C4
37.70
24.00
N 16'07 38
E
33.94
C5
37.70
24.00
S 16'07 38
W
33.94
C6
41.43
24.00
_S_3-3'0043
E
36.48
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SO -.001_S_5231
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42.43
LINE
BEARING
DISTANCE
L1
S 00'13 07
W 10.02
L2
S 07-31'49"
W 23.65
L3
S 6107-3 8
W 9.13
L4
N 28-52'22-
W 64.00
L5
N 61'07 38
E 67.30
L6
S 88'12 50
E 36.17
L7
S 28'52 22
E 36.28
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61'07 38
W 32.10
L9
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E 1 21.04
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PARCEL 4603-20-1390
UNOX, INC.
TRACTS 1,2 & 3
PLAT BOOK 16 PAGE 423
DEED BOOK 2615 PAGE 801
Found
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GENERAL NOTES:
1. MEASUREMENTS ON THIS MAP ARE IN US SURVEY FOOT AND DECIMALS THEREOF.
2. BOUNDARY INFORMATION BASED ON DEED BOOK 2615 PAGE 798, PLAT BOOK 16 PAGE 123
AND PLAT BOOK 16 PAGE 423 AS RECORDED IN THE YORK COUNTY REGISTER OF DEEDS.
3. CORNERS NOT LABELED "FOUND" OR "SET" ARE COMPUTED POINTS ONLY. ALL CORNERS
FOUND OR SET ARE FLUSH WITH THE GROUND UNLESS OTHERWISE NOTED.
4. THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS, RESTRICTIVE COVENANTS AND/OR
RIGHTS-OF-WAY OF RECORD.
5. AREA COMPUTED BY COORDINATE METHOD.
6. THE LOCATION OF UTILITIES AS SHOWN HEREON, WHETHER PUBLIC OR PRIVATE ARE BASED
ON THE LOCATION OF VISIBLE ABOVE GROUND APPURTENANCES ONLY. OTHER UTILITIES WHICH
WERE NOT OBSERVED AND NOT SHOWN HEREON MAY EXIST. IT IS THE OWNERS/TENANTS
RESPONSIBILITY TO VERIFY THE LOCATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
CES GROUP ENGINEERS, LLP CANNOT ASSUME RESPONSIBILITY FOR MISIDENTIFICATION OR
OMISSION OF UNDERGROUND UTILITIES.
Found 7. THE PURPOSE OF THIS EXHIBIT IS TO ADD A VARIABLE WIDTH STORM WATER MAINTENANCE
#5 Rebar EASEMENT TO PARCEL 4603-20-2911. THIS SURVEY IS NOT MEANT TO BE A FULL BOUNDARY
NCDOT SURVEY.
DRAWN BY:
DATE:
GHL
9/19/2017
CHECKED BY:
TAX PARCEL:
KCH
4603-20-2911
PROJECT NUMBER:
SCALE:
6958
1" = 100'
DRAWING:
6958-EASEMENT.dwg
EASEMENT EXHIBIT SURVEY
LOT 1
PLAT BOOK 16 PAGE 123
987 AIRLIE PARKWAY
CATAWBA SPRINGS TOWNSHIP,
LINCOLN COUNTY, NC
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Found
#5 Rebar
CES GROUP
ENGINEERS, LLP
NC FIRM LICENSEIIE F-1240
274 N. Hwy. 16, 5U TE 300
DENVER, NC 28037
T 704. 489.1 500
www.ces-group.net