20120396 Ver 1_As Built Survey 2016_20160615

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AS -BUILT LEVEE REMOVED
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�\o LIMITS
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NOT SURVEYED -
NO GRADING OR
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I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE
DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, AS -BUILT SURVEY CONTROL POINTS:
IS AN ACCURATE AND COMPLETE REPRESENTATION OF WHAT WAS PT# Northing(Y) Easting(X) Elev(Z) Description
CONSTRUCTED IN THE FIELD, AND THAT THE PHYSICAL DIMENSIONS OR 16 1007396.46 1496285.36 1176.24 EX. CE MONUMENT DISC #75
ELEVATIONS SHOWN THUS ARE AS -BUILT CONDITIONS EXCEPT WHERE 17 1007489.75 1496615.30 1183.63 EX. CE MONUMENT DISC #76
OTHERWISE NOTED HEREON. WITNESS MY ORIGINAL SIGNATURE, 18 1009149.48 1494015.29 1170.51 HUB & TACK
REGISTRATION NUMBER, AND SEAL THIS 28th DAY OF JANUARY , 2015. 19 1008842.98 1493619.70 1164.51 REBAR W/CAP
20 1009091.50 1493304.62 1162.49 HUB & TACK
CAR 21 1009229.58 1493174.68 1183.64 EX. CONTROL REBAR
22 1009165.78 1492846.19 1166.51 REBAR W/CAP
24 1006302.87 1494209.58 1251.77 HUB & TACK
_@ SEALS I = 25 1006152.66 1494180.54 1263.83 HUB & TACK
L-4551 26 1006075.99 1494008.49 1269.12 REBAR W/CAP
DAVID S. TURNER, .L.S. #L-4551 28 1009231.64 1494364.60 1161.89 HUB & TACK
9 sum.�.` 29 1009341.49 1494656.74 1150.66 REBAR W/CAP
G
31 1009218.99 1495298.58 1143.37 HUB & TACK
"111"' 32 1009088.51 1495628.39 1135.03 EX. CE MONUMENT DISC �24
34 1009468.91 14
95954.38 1135.69X.
E CE MONUMENT DISC 26
36 1006028.04 1494076.52 1259.19 NAIL
37 1006313.07 1494126.98 98 1 239.79 NAIL
GENERAL NOTES: 39 1008603.20 1493648.81 1150.59 NAIL
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE 40 1008673.96 1493419.07 1150.04 NAIL
NOTE® 42 1008878.57 1493201.10 1156.57 NAIL
56 144
2. THE VERTICAL DATUM IS NAVD88 (GEOIDI2). 46 1009234. 1494907.20 1139.76 NAIL
3. THE BASIS OF BEARINGS IS NCGS STATE PLANE GRID 47 1009253.45 14951 16.01 1140.18 NAIL
COORDINATES NAD83 (NSRS 2011) DATUM. 49 1008999.08 1495464.07 1135.47 NAIL
4. CONTROL ESTABLISHED USING VRS RTK GPS AND 51 1009072.06 1495737.40 1134.02 NAIL
CONFIRMED DURING AS -BUILT SURVEY. AS -BUILT CONTROL 52 1009277.17 1495761.14 1130.90 NAIL
POINTS ARE LISTED ON SHEET 2. 53 1009325.00 1495882.17 1131.34 NAIL
5. THIS MAP IS NOT FOR RECORDATION, SALES, OR 55 1007285.73 1496189.87 1173.52 NAIL
CONVEYANCES AND DOES NOT COMPLY WITH G.S. 47-30 56 1007279.50 1496031.98 1183.31 NAIL
MAPPING REQUIREMENTS. 57 1007270.27 1495867.31 1192.07 NAIL
6. THE SOLE PURPOSE OF THIS SURVEY IS TO SHOW THE 58 1007176.21 1495709.16 1192.45 NAIL
17.
CONSTRUCTED D STREAM AND
GRADING RELATED TO THE 59 1007043.11 14955 02 1203.36 NAIL
MOORES FORK STREAM AND WETLAND RESTORATION 60 1006878.75 1495227.08 1221.17 NAIL
PROJECT. 61 1006804.24 1495046.72 1227.41 NAIL
7. INFORMATION SHOWN OUTSIDE THE AS -BUILT LIMITS OF 62 1006795.23 1494939.89 1238.67 NAIL
DISTURBANCE WAS TAKEN FROM THE EXISTING CONDITIONS 63 1006692.19 1494761.47 1239.69 NAIL
& DESIGN DATA PROVIDED BY THE DESIGNER AND NOT 64 1006476.73 1494666.66 1246.61 NAIL
VERIFIED BY TURNER LAND SURVEYING, PLLC. 65 1006240.08 1494595.20 1260.47 NAIL
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED JULY 2014
40' 0' 40' 80'
666
SCALE: 1 "=40' (22x34)
1"=80' (1 1 x 17)
CONTOUR INTERVAL = 1'
AS -BUILT LONGITUDINAL PROFILE
MOORES FORK
STA 17+27 TO 21 +00
PROFILE SCALE
HORIZONTAL: 1 "=40'(22x34)
1 "=80'(11 x17)
VERTICAL: 1 "=4'(22x34)
1"=8'(11x17)
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DATE:
09/05/2014
SURVEYED BY:
MWB/DST
DRAWN BY:
DST/EGT
REVIEWED BY:
DST/EGT
PROJECT:
TLS -14-003
FILE: MOORES FORK
ORK94709AB
94709 ABTLS_F.dwg
-
SCALE:
AS SHOWN
SHEET
2 of 13

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE
DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION,
IS AN ACCURATE AND COMPLETE REPRESENTATION OF WHAT WAS
CONSTRUCTED IN THE FIELD, AND THAT THE PHYSICAL DIMENSIONS OR r
ELEVATIONS SHOWN THUS ARE AS -BUILT CONDITIONS EXCEPT WHERE r �'
OTHERWISE NOTED HEREON. WITNESS MY ORIGINAL SIGNATURE, `r
REGISTRATION NUMBER, AND SEAL THIS 28th DAY OF -JANUARY, 2015.E
C °
�rr / �-
a
CARO
Ar
'--®�
" "zi
r SEAL
L-4551 �: _ "� F PQM r - '� 11
DAVID S. TURN P.L.S. #L-4551 5_1 10 t`���'� EX' '�j AS -BUILT RIP -,o -m by
%9L ' .SUR`I. ���.� jG� SURVEY RA p" ERRY m- CONSERVATION �o� ♦��
S. iv��`� LIMITS EASEMENT BY �`'
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♦ o 46+77.39 m ®� t 1133.22 ®' \ MATTRESS 113 m �° �x
00 MF XS3 LOG VANE ,moo
1 B gIRCN £ .: 1135.14 , O / / 13 0
14 a s� I �,��.
�— ♦ �'� STA. 48+28.43
® 16 v' ' BEDROCKR%
®— —® GEOLIFT ROCK CROSS VANEF` LOW
• °°®° 1134.31 4 • '-xsRe,x,a. TOP OF
. • �� BANK
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ROCK J—HOOK \5
NO WORK ON 1130 4b '` / ° -- —
3
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@ ROOT ADS TOE �� o ✓/ ®®
EX. WETLAND TLS49 / //,'BOULDERS °BOULDERS
♦ `��� � � � `� NAL � ! ---®®®®®®
`'~ w MOORES FORK
GENERAL NOTES: �$° � h �° 0
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE
NOTED. "�s _ °
2. THE VERTICAL DATUM IS NAVD88 (GEOID12). ♦ A. LEGEND: �•
3. THE BASIS OF BEARINGS IS NCGS STATE PLANE GRID ♦ THALWEG THALWEG �� 113
COORDINATES NAD83 (NSRS 2011) DATUM. ®— — — — —TOP OF BANK/TERRACE ROCK
4. CONTROL ESTABLISHED USING VRS RTK GPS AND ----------- BANK/TERRACE TOE
CROSS
CONFIRMED DURING AS -BUILT SURVEY. AS -BUILT CONTROL UT� CE CONSERVATION EASEMENT
POINTS ARE LISTED ON SHEET 2. ----- --- -------------- AS -BUILT SURVEY LIMITS AS -BUILT SURVEY BY:
5. THIS MAP IS NOT FOR RECORDATION, SALES, OR 0} — - - - EX. OVERHEAD WIRE TURNER LAND SURVEYING, PLLC
CONVEYANCES AND DOES NOT COMPLY WITH G.S. 47-30 _ CONSTRUCTED a ROHOOK SURVEYED JULY 2014
MAPPING REQUIREMENTS.
6. THE SOLE PURPOSE OF THIS SURVEY IS TO SHOW THE RIFFLE COOSWAD 0/
4O' O' 4O' 80'
fi?�........ I..........
CONSTRUCTED STREAM AND GRADING RELATED TO THE I,. o-�> ... h.........11 BEDROCK
MOORES FORK STREAM AND WETLAND RESTORATION sRaba•a,•f°a�4k•A•.
ROCK
PROJECT.- RIP RAP VANE SCALE: 1 "=40' 22x34
7. INFORMATION SHOWN OUTSIDE THE AS -BUILT LIMITS OF GEOLIFT ( )
DISTURBANCE WAS TAKEN FROM THE EXISTING CONDITIONS & MATTRESS 1 "=80' (1 1 x 17)
DESIGN DATA PROVIDED BY THE DESIGNER AND NOT VERIFIED LOG VANE ROCK STEP CONTOUR INTERVAL = 1'
BY TURNER LAND SURVEYING, PLLC. Q CONTROL POINT OR SILL STRUCTURE
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HORIZONTAL: 1 40 22x34
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I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
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DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION,
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SURVEYED BY:MWB/DST
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PROJECT: TLS -14-003
FILE: MOORES FORK
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I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF NORTH CAROLINA,
HEREBY CERTIFY THAT THE DATA SHOWN ON THIS
DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN
ACCURATE AND COMPLETE REPRESENTATION OF WHAT WAS
CONSTRUCTED IN THE FIELD, AND THAT THE PHYSICAL
DIMENSIONS OR ELEVATIONS HOWN THUS ARE AS-
B [LT
CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON.
WITNESS MYI IN
OR G AL SIGNATURE, U MB REGISTRATION NUMBER,
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9
AND SEAL THIS 28th DAY OF JANUARY, 2015.
`\'N'H CA»�,����i
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GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS
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2. THE VERTICAL DATUM IS NAVD88 (GEO€D12).
3. THE BASIS OF BEARINGS IS NCGS STATE PLANE
GRID COORDINATES NAD83 (NSRS 2011) DATUM.
4. CONTROL ESTABLISHED USING VRS RTK GPS
AND CONFIRMED DURING AS -BUILT SURVEY.
AS -BUILT CONTROL POINTS ARE LISTED ON SHEET
2.
5. THIS MAP IS NOT FOR RECORDATION, SALES, OR
CONVEYANCES AND DOES NOT COMPLY WITH G.S.
47-30 MAPPING REQUIREMENTS.
6. THE SOLE PURPOSE OF THIS SURVEY IS TO
SHOW THE CONSTRUCTED STREAM AND GRADING
RELATED TO THE MOORES FORK STREAM AND
WETLAND RESTORATION PROJECT.
7. INFORMATION SHOWN OUTSIDE THE AS -BUILT
LIMITS OF DISTURBANCE WAS TAKEN FROM THE
EXISTING CONDITIONS & DESIGN DATA PROVIDED
BY THE DESIGNER AND NOT VERIFIED BY TURNER
LAND SURVEYING, PLLC.
CROSS SECTION
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1, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE
DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION,
IS AN ACCURATE AND COMPLETE REPRESENTATION OF WHAT WAS
CONSTRUCTED IN THE FIELD, AND THAT THE PHYSICAL DIMENSIONS OR
ELEVATIONS SHOWN THUS ARE AS -BUILT CONDITIONS EXCEPT WHERE
OTHERWISE NOTED HEREON. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER, AND SEAL THIS 28th DAY OF JANUARY, 2015.
CArfO'%
v,
Qfr
Q ` SEALS
DAVID S. TURNER, P.L.S. #L-4551 -yam L-4551®_
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AS -BUILT
SURVEY LIMITS
CE CE CE CE CE CE CE CE CE
SILAGE
TRIB
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE
NOTED.
2. THE VERTICAL DATUM IS NAVD88 (GEOID12).
3. THE BASIS OF BEARINGS IS NCGS STATE PLANE GRID
COORDINATES NAD83 (NSRS 2011) DATUM.
4. CONTROL ESTABLISHED USING VRS RTK GPS AND
CONFIRMED DURING AS -BUILT SURVEY. AS -BUILT CONTROL
POINTS ARE LISTED ON SHEET 2.
5. THIS MAP IS NOT FOR RECORDATION, SALES, OR
CONVEYANCES AND DOES NOT COMPLY WITH G.S. 47-30
MAPPING REQUIREMENTS.
6. THE SOLE PURPOSE OF THIS SURVEY IS TO SHOW THE
CONSTRUCTED STREAM AND GRADING RELATED TO THE
MOORES FORK STREAM AND WETLAND RESTORATION
PROJECT.
7. INFORMATION SHOWN OUTSIDE THE AS -BUILT LIMITS OF
DISTURBANCE WAS TAKEN FROM THE EXISTING CONDITIONS
& DESIGN DATA PROVIDED BY THE DESIGNER AND NOT
VERIFIED BY TURNER LAND SURVEYING, PLLC.
LEGEND:
—
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I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY
THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER
MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 14th DAY OF -APRIL, 2016.
CAROM
SEAL
DAVID S. TURNER, P.L. . #L-4551 L-4551
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GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE
NOTED.
2. THE VERTICAL DATUM IS NAVD88 (GEOID12).
3. THE BASIS OF BEARINGS IS NCGS STATE PLANE GRID
COORDINATES NAD83 (NSRS 2011) DATUM.
4. CONTROL ESTABLISHED USING VRS RTK GPS AND
CONFIRMED DURING AS -BUILT SURVEY.
5. THIS MAP IS NOT FOR RECORDATION, SALES, OR
CONVEYANCES AND DOES NOT COMPLY WITH G.S. 47-30
MAPPING REQUIREMENTS.
6. THE SOLE PURPOSE OF THIS SURVEY IS TO SHOW THE
CONSTRUCTED STREAM AND GRADING RELATED TO THE
MOORES FORK REPAIR PROJECT.
7. INFORMATION SHOWN OUTSIDE THE AS -BUILT LIMITS OF
DISTURBANCE WAS TAKEN FROM THE EXISTING CONDITIONS
& DESIGN DATA PROVIDED BY THE DESIGNER AND EXISTING
AS -BUILT INFORMATION. EX. CONDITIONS & DESIGN DATA
NOT VERIFIED BY TURNER LAND SURVEYING, PLLC.
AS -BUILT SURVEY OF
MOORES FORK REPAIR PROJECT
SURRY COUNTY, NC
SCO PROJECT #15-11632-01A
\ DMS PROJECT ID #94709
SHEET
NDEX
REFERENCES:
OWNER
NORTH CAROLINA DIVISION OF
MITIGATION SERVICES
217 WEST JONES STREET, SUITE 3000A
[phone]
RALEIGH, NC 27603
DMS PROJ. MANAGER: MATTHEW REID
DESIGNER:
WILDLANDS ENGINEERING, INC.
167-B HAYWOOD RD.
ASHEVILLE, NC 28806
[phone]
CONTRACTOR:
CAROLINA ENVIRONMENTAL
CONTRACTING, INC
MOUNT AIRY,NC
[phone]
VICINITY MAP, & SHEET INDEX
MOORES FORK STA. 21 +00 TO 32+00
MOORES FORK STA. 32+00 TO 43+00
MOORES FORK STA. 43+00 TO 54+00
SHEET 5 - MOORES FORK STA. 54+00 TO 65+25
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AS -BUILT INFORMATION. EX. CONDITIONS & DESIGN DATA
NOT VERIFIED BY TURNER LAND SURVEYING, PLLC.
I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
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THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER
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HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 14th DAY OF -APRIL, 2016.
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I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
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4. CONTROL ESTABLISHED USING VRS RTK GPS AND
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5. THIS MAP IS NOT FOR RECORDATION, SALES, OR
CONVEYANCES AND DOES NOT COMPLY WITH G.S. 47-30
MAPPING REQUIREMENTS.
6. THE SOLE PURPOSE OF THIS SURVEY IS TO SHOW THE
CONSTRUCTED STREAM AND GRADING RELATED TO THE
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