20200447 Ver 2_Pre-Filing Meeting Request_20210325

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20200447
Version *
2
Raleigh Regional Office - [phone]
Stephanie Goss
Pre -Filing Meeting Request submitted 3/25/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Wyatt I brown
[e-mail]
Kyli Knolls
Steel Bridge Crossing, LLC and POGO Development, LLC
Johnston
Street Address
5160 NC HIGHWAY 42 W
Address Line 2
City State / Rovince / Region
Garner NC
Fbstal / Zip Code Country
27529 US
Is this a transportation project?* r Yes (' No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
(' Yes r No
Please list all existing project ID's associated with this projects.*
20-0447, SAW-2020-00251
Do you know the name of the staff member you would like to request a meeting with?
Rick Trone, or Stephanie Goss
Please give a brief project description below and include location information. *

Kyli Knolls is a single family individual home site S/D near Clayton.
There is a wetland on the north end of the S/D that is found on lot 6S,
7S and Lot 8. To made the lots viable we are requesting a permit to
fill part of the top of the wetland on lots 6S and 7S. We are
requesting 0.096 acres of fill.
Please give a couple of dates you are available for a meeting.
4/1/2021
4/2/2021
Please attach the documentation you would like to have the meeting about.
Kyli Wetlands (2).pdf
pdf only
707.54KB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 3/25/2021

D
p1
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U
SITE
ROAD
VICINITY MAP (NOT TO SCALE)
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0
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NC GRID NORTH
4204 SF
O.096 AC
AREA IN WETLANDS
7594 SF
0.174 AC
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LOT
AREA IN
LOT
AREA IN
WETLANDS
AREA OF
IMPACT
% OF LOT
IMPACT
6S
27457 SF
0.630 AC
4977 SF
0.144 AC
424 SF
0.010 AC
1.54%
7S
33693 SF
0.773 AC
15309 SF
0.351 AC
3751 SF
0.086 AC
11.1%
S89° 10'38"E 159.38'
7 ..77'
l4IETLANDS
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF THE SECTION 404 OF THE
CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS
FROM THIS DATE. THE UNDERSIGNED COMPLETED THIS DETERMINATION
UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987
U.S. ARMY CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL,
33 C.F.R. PART 328 AND OTHER U.S. ARMY CORPS OF ENGINEERS
GUIDANCE.
REGULATORY OFFICIAL
TITLE
DATE
USAGE ACTION ID NO
.3390 SF
0. 078 AC
c2
L1
z
0
co
co
co
co
rn
N/F
FRANCES B. PARRISH
DB 2998 PG 915
PN 05G03009B
S89° 10'38"E 122.76'
2771' 95.05'
27457 SF
0.630 AC
AREA OF
IMPACT
424 SF
0.010 AC
N89' 10'38"W
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C 1
25.00'
37.03'
33.74'
S43' 15'42"W
C2
255.00'
58.99'
58.86'
S79'04'24"W
C3
255.00'
85.28'
84.88'
S62'51'58'W
C4
25.00'
39.27'
35.36'
N44' 10'38"W
S89°10'38"E 149.91'
AIL
AREA IN WETLANDS
22206 SF
0.510 AC
33693 SF
0.773 AC
S89'10'38"E 112.00'
1920 SF
O. 044 AC
45.03'
N89'10'38"W 149.91' N89'10'38"W 112.00'
LINE
BEARING
DISTANCE
L1
S89'10'38"E
50.00'
L2
S50'26'04"W
35.35'
L3
S49'54'33"W
52.99'
L4
S54'01'59"W
36.03'
L5
S48'01'27"W
47.38'
L6
N64°16'00"W
66.59'
L7
N64°16'00"W
20.90'
L8
N28°48'50"W
29.61'
L9
N43°59'02"W
75.32'
L10
S23'32'08"W
44.37'
L1 1
S3738'1 1 "W
37.60'
L12
S50'50'35"W
12.77'
L13
S50'50'35"W
15.26'
L14
S50'50'35"W
42.54'
L15
N 18°36'23"W
56.89'
L16
N22'28'32"E
67.49'
L17
S54'01'59"W
32.33'
L18
N28°48'50"W
16.93'
L19
S89' 10' 14"E
27.33'
L20
S89' 10' 14"E
121.05'
0
60
3„ZZ,6t.00N
120
180
SCALE: 1 " = 60'
WETLANDS SURVEY
FOR
STEEL BRIDGE
CROSSING, LLC.
MARCH 15, 2021
SURVEYED BY:
TLS
DRAWN BY:
MIKE
CHECKED BY:
C. LANE - PLS
DRAWING NAME:
WETLANDS.DWG
SURVEY DATE:
2-15-21
JOB NO.
430.090
TRUE LINE SURVEYING, P. C.
205 WEST MAIN STREET
CLAYTON, N.C. 27520
TELEPHONE: [phone]
FAX: [phone]
www.truelinesurveying.com
C-1859

NC HWY 42
0
U
LEEWAY CT.
CLAYTON
0
J
J
VICINITY MAP (NOT TO SCALE)
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT I AM THE OWNER OF THE
PROPERTY SHOWN AND DESCRIBED HEREON AND
I HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH
MY FREE CONSENT, ESTABLISH MINIMUM BUILDING
SETBACK LINES AND DEDICATE ALL STREETS, ALLEYS,
WALKS, PARKS AND OTHER SITES AND EASEMENTS
TO PUBLIC AND PRIVATE USE AS NOTED. FURTHERMORE,
I DEDICATE ALL ELECTRICAL SYSTEMS AND ALL SEWER
AND WATER LINES TO THE TOWN OF CLAYTON.
DATE OWNER
THIS
SURVEY:
I, HEREBY CERTIFY THAT THIS RECORDED PLAT HAS BEEN FOUND
TO COMPLY WITH THE UNIFIED DEVELOPMENT CODE OF CLAYTON,
NORTH CAROLINA, AND THAT THIS PLAT HAS BEEN APPROVED
FOR RECORDING IN THE REGISTER OF DEEDS OF JOHNSTON COUNTY.
DATE PLANNING DIRECTOR
FOR DESIGN AND INSTALLATION OF UTILITIES AND OTHER
REQUIRED IMPROVEMENTS
I HEREBY CERTIFY THAT ALL STREETS, UTILITIES AND OTHER
REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED IN AN
ACCEPTABLE MANNER AND ACCORDING TO TOWN SPECIFICATIONS
AND STANDARDS IN THE , OR
THAT A SECURITY BOND IN THE AMOUNT OF $ OR
CASH IN THE AMOUNT OF $ HAS BEEN POSTED
WITH THE TOWN OF CLAYTON TO ASSURE THE COMPLETION OF
ALL REQUIRED IMPROVEMENTS IN THE CASE OF DEFAULT.
DATE TOWN MANAGER
■ A. CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF
A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE
THAT REGULATES PARCELS OF LAND.
❑ B. IS LOCATED IN A PORTION OF A COUNTY OR MUNICIPALITY
THAT IS UNREGULATED AS TO AN ORDINANCE THAT
REGULATES PARCELS OF LAND.
❑ C. IS ONE OF THE FOLLOWING:
1) IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR
ONE OR MORE EXISTING EASEMENTS AND DOES NOT
CREATE A NEW STREET OR CHANGE AN EXISTING
STREET.
2) IS OF AN EXISTING FEATURE, SUCH AS A BUILDING
OR OTHER STRUCTURE, OR NATURAL FEATURE, SUCH
SUCH AS A WATERCOURSE.
3) IS A CONTROL SURVEY
4) IS OF A PROPOSED EASEMENT FOR A PUBLIC UTILITY
AS DEFINED IN G.S. 62-3.
❑ D. IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION
OF EXISTING PARCELS, A COURT —ORDERED SURVEY, OR
OTHER EXEMPTION OR EXCEPTION TO THE DEFINITION OF
SUBDIVISION.
❑ E. THE INFORMATION AVAILABLE TO THE SURVEYOR IS SUCH
THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION
TO THE BEST OF THE TO THE BEST OF THE SURVEYOR'S
PROFESSIONAL ABILITY AS TO PROVISIONS CONTAINED IN
(A) THROUGH (D) ABOVE.
DATE SURVEYOR
STATE OF NORTH CAROLINA, JOHNSTON COUNTY
I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK , PAGE
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK , PAGE ; THAT THE RATIO OF
PRECISION AS CALCULATED IS 1. 10.000+ ; THAT THE
GLOBAL POSITIONING ACCURACY (GPS) OBSERVATIONS WERE
PERFORMED TO THE GEOSPATIAL POSITIONING ACCURACY
STANDARDS, PART 2: STANDARDS FOR GEODETIC NETWORKS
AT 1 CENTIMETER ACCURACY CLASSIFICATION (95% CONFIDENCE)
USING RTK NETWORK; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. THAT THIS
PLAT MEETS THE REQUIREMENT OF G.S. 47-30 SECTION
F-11 WITNESS MY ORIGINAL SIGNATURE
AND SEAL THIS DAY OF , A.D. 2021
SURVEYOR
L — 3990
LICENSE NUMBER
PROPERTY SHOWN HEREON IS LOCATED IN ZONE X
AND OUTSIDE THE CURRENT DESIGNATED FLOOD PLAIN
FEMA FLOOD HAZARD PANEL NO. 3720165800 K
EFFECTIVE DATE: JUNE 20, 2018
DATE SURVEYOR
SURVEYOR'S DISCLAIMER: NO ATTEMPT WAS MADE TO
LOCATE ANY CEMETERIES, WETLANDS, HAZARDOUS MATERIAL
SITES, UNDERGROUND UTILITIES OR ANY OTHER FEATURES
ABOVE OR BELOW GROUND OTHER THAN THOSE SHOWN.
DATE SURVEYOR
REVIEW OFFICER'S CERTIFICATE
TOWN OF CLAYTON TOWN MANAGER CERTIFICATION
FOR A FINAL PLAT
I HEREBY CERTIFY THAT THE TOWN OF CLAYTON, N.C. HAS
APPROVED THIS PLAT FOR RECORDING IN THE OFFICE OF
THE JOHNSTON COUNTY REGISTER OF DEEDS, AND ACCEPTS
THE DEDICATION OF STREETS, EASEMENTS, RIGHTS —OF —WAY,
AND PUBLIC LANDS SHOWN THEREON, BUT ASSUMES NO
RESPONSIBILITY TO OPEN OR MAINTAIN THE SAME UNTIL,
IN THE OPINION OF THE CLAYTON TOWN COUNCIL, IT IS
IN THE PUBLIC INTEREST TO DO SO.
DATE TOWN MANAGER
MAXIMUM IMPERVIOUS SURFACE AREA
SHALL NOT EXCEED 4200 SQUARE FEET
PER LOT
REVIEW OFFICER OF JOHNSTON COUNTY,
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS
AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
DATE REVIEW OFFICER
PRELIMINARY PLAT
NOT FOR RECORDATION
CONVEYANCES OR SALES
LEGEND
>000O❑0O
IPF
IPS
CMF
PKNF
PNKS
RRS
CSF
CSS
CC
CP
P/P
OPW
R/W
S.F.
AC
DB
PB
BOM
PG
LF
15S
15SL
15R
I100I
IRON PIPE FOUND
IRON PIPE SET
CONCRETE MONUMENT FOUND
PARKER-KALON NAIL FOUND
PARKER-KALON NAIL SET
RAILROAD SPIKE
COTTON SPIKE FOUND
COTTON SPIKE SET
CONTROL CORNER
COMPUTED POINT
POWER POLE
OVERHEAD POWER LINE
RIGHT OF WAY
SQUARE FEET
ACRE
DEED BOOK
PLAT BOOK
BOOK OF MAPS
PAGE
LINEAR FEET
LOT HAS OFFSITE SEWER
OFFSITE SEWER LOT
RECOMBINATION LOT
STREET ADDRESS
LINES NOT SURVEYED
CERTIFICATE OF PRELIMINARY APPROVAL OF WATER SUPPLY AND
SEWAGE DISPOSAL SYSTEMS INSTALLED OR PROPOSED FOR
INSTALLATION IN SUBDIVISION MEET PUBLIC
HEALTH REQUIREMENTS AS DESCRIBED IN APPENDIX II
JOHNSTON COUNTY SUBDIVISION REGULATIONS. FINAL APPROVAL
FOR INDIVIDUAL LOTS WITHIN THIS SUBDIVISION WILL BE BASED
ON DETAILED LOT EVALUATION UPON APPLICATION AND SUBMISSION
OF PLANS FOR PROPOSED USE. THIS PRELIMINARY CERTIFICATION
IS ADVISORY ONLY AND CONFERS NO GUARANTEE.
DATE COUNTY HEALTH OFFICER OR AUTHORIZED REP.
NOTE: EACH LOT SHOWN HEREON MAY REQUIRE THE USE
OF SEWAGE PUMPS, LOW PRESSURE PIPE SYSTEMS, FILL
SYSTEMS, INNOVATIVE SYSTEMS OR ANY OTHER ALTERNATIVE
SYSTEM TYPE AND SITE MODIFICATIONS SPECIFIED IN THE
NORTH CAROLINA LAWS AND RULES FOR SEWAGE TREATMENT
AND DISPOSAL SYSTEMS, 15A NCAC 18A SECTION. 1900,
THE ACTUAL SYSTEM TYPE, DESIGN AND SITE MODIFICATIONS
WILL BE DETERMINED AT THE TIME OF PERMITTING.
SUBDIVISION PLAT
OF
NOTES:
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
DISTANCES
2) AREAS COMPUTED BY COORDINATE METHOD
3 PROPERTY SUBJECT TO ALL EASEMENTS AND
RESTRICTIONS OF RECORD
4) NO. 5 REBAR IRON STAKES SET AT ALL LOT
CORNERS UNLESS OTHERWISE NOTED
5) ALL INTERIOR LOT LINES SHALL HAVE A 10' DRAINAGE
AND UTILITY EASEMENT, 5' EACH SIDE OF ALL LOT LINES
6) A 10" DRAINAGE AND UTILITY EASEMENT SHALL LIE
INSIDE OF ALL EXTERIOR BOUNDARY LINES
7) A 10' WIDE GRADING, SLOPE, DRAINAGE AND UTILITY
EASEMENT IS RESERVED ON THE LOT SIZE OF AND
ADJACENT TO ALL STREET RIGHTS —OF —WAY
8 ZONING: R—E
9 PARCEL NO.05G03009A
10 PARENT TRACT DEED DB 5381 PG 649
11 GRID TIE BY GPS
12) PROPERTY IS LOCATED WITHIN THE TOWN OF
CLAYTON ETJ
13) 15' ACCESS, UTILITY AND SEPTIC TANK SUPPLY LINE
EASEMENT
REFERENCES:
DB 5381 PG 649
DB 4413 PG 768
DB 1029 PG 140
DB 3114 PG 436
DB 791 PG 016
DB 1795 PG 880
DB 600 PG 319
DB 2998 PG 915
DB 2998 PG 912
PB 60 PG 363
PB 35 PG 31
R—E ZONING STANDARDS
1. MAXIMUM BUILDING HEIGHT = 35'
2. MAXIMUM IMPERVIOUS COVERAGE PER LOT = 50%
3. MAXIMUM LOT COVERAGE = 35%
4. MINIMUM LOT SIZE = 25,000 SF
5. MINIMUM DWELLING UNIT SIZE = 1,400 SF
MINIMUM BUILDING SETBACKS
FRONT = 35'
SIDE = 15'
REAR = 30'
STREET SIDE = 25'
KYLI KNOLLS
CLAYTON TOWNSHIP, JOHNSTON COUNTY
NORTH CAROLINA
FEBRUARY 17, 2021
SHEET 1 OF 2
OWNER: STEEL BRIDGE CROSSING, LLC.
5160 NC HWY 42 W
GARNER, N.C. 27529
SURVEYED BY:
TLS
DRAWN BY:
MIKE
CHECKED BY:
CURK
DRAWING NAME:
RECORD.DWG
SURVEY DATE:
1-15-21
JOB NO.
430.090
7W1/E LINE SIIRVEYINC, P. C.
205 WEST MAIN STREET
CLAYTON, N.C. 27520
TELEPHONE: [phone]
FAX: [phone]
www.truelinesurveying.com
C-1859

r-
0
LEEWAY CT.
NC HWY 42
ROAD
C LAYTO N
0
J
J
w
co
m
VICINITY MAP (NOT TO SCALE)
i
0
N
M
z
NC GRID NORTH
LINE
BEARING
DISTANCE
L1
N00'25'50"E
0.95'
L2
N00'30'54"E
30.95'
L3
S89'10'38"E
91.85'
L4
S89° 10'38"E
50.00'
L5
S00'34'56"W
26.52'
L6
S84'29'50"W
51.73'
L7
N21'41'59"W
32.66'
L8
N88'24'13"W
53.62'
L9
N56°48'32"W
1.83'
L10
N57' 19'03"W
100.79'
L1 1
N56°41'00"W
44.04'
L12
N79'05'33"E
22.12'
L13
S10'54'27"E
19.78'
L14
S10°54'27"E
22.72'
L15
S79'05'33"W
23.77'
L16
S89' 10'38"E
86.44'
L17
N89' 10'38"W
60.03'
L18
N89' 10'38"W
61.08'
CONTROL]
CORNER
NC GRID COORDINATES IPF
N 684076.5970
E 2151697.6210
3„L0,6Z.00N
N/F
KIMBERLY HENDERSON IPF
DB 600 PG 319
PN 05G03069
N/F
JOSEPH F. BUTLER
DB 1795 PG 880 N
PN 05G03071L
IPF
L3
S89° 10'38"E
209.25'
WETLANDS
4.
s
49297 SF sod
4.SQ 1.132 AC
o'•
8,
,
28897 SF
0.663 AC
L1 34736 SF
1857 SF 0.797 AC
0.043 AC
L2
L1 -
�S2
NOTE: L10 & L26 ARE
TIE LINES ONLY
NOTE: LOTS L1-L2 WERE CREATED TO SATISFY THE TOWN OF
CLAYTON LANDSCAPING RULES. THOSE LOTS WILL BE DEDICATED
AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
STATE OF NORTH CAROLINA, JOHNSTON COUNTY
I, CURK T. LANE DO HEREBY CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK , PAGE
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK PAGE ; THAT THE RATIO OF
PRECISION AS CALCULATED IS 1. 10.000+ ; THAT THE
GLOBAL POSITIONING ACCURACY (GPS) OBSERVATIONS WERE
PERFORMED TO THE GEOSPATIAL POSITIONING ACCURACY
STANDARDS, PART 2: STANDARDS FOR GEODETIC NETWORKS
AT 1 CENTIMETER ACCURACY CLASSIFICATION (95% CONFIDENCE)
USING RTK NETWORK; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. THAT THIS
PLAT MEETS THE REQUIREMENT OF G.S. 47-30 SECTION
F-11 WITNESS MY ORIGINAL SIGNATURE
AND SEAL THIS DAY OF , A.D. 2021
SURVEYOR
L - 3990
LICENSE NUMBER
IPF
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C18 <9
I••'
IPF<3j
LINE
BEARING
DISTANCE
L19
S33' 16' 14"W
39.66'
L20
S33' 16' 14"W
9.56'
L21
N54'59'S9"W
87.09'
L22
N00'49'22"E
44.11'
L23
N 23' 1 1 ' 22"E
35.00'
L24
S00'49'22"W
58.08'
L25
S53°56'26"E
129.91'
L26
S24'36'42"W
90.29'
L27
S89° 10'38"E
46.87'
L28
S89° 10'38"E
96.56'
L29
S89° 10'38"E
81.77'
L30
S00'34'56"W
99.83'
L31
SOO'49'22"W
39.16'
L32
S87°24'22"E
96.61'
L33
N00'49'22"E
42.15'
L34
S00'49'22"W
13.13'
L35
S60°43'01 "E
14.08'
L36
S60°43'01 "E
79.41'
L37
N56'48'32"W
57.26'
L38
S89° 10'38"E
112.00'
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C1
25.00'
39.27'
35.36'
N80'00'01 "E
C2
255.00'
9.26'
9.26'
N34'18'39"E
C3
255.00'
79.82'
79.50'
N44'19'06"E
C4
255.00'
85.28'
84.88'
N62'51'58"E
C5
255.00'
58.99'
58.86'
N79'04'24"E
C6
25.00'
37.03'
33.74'
N43'15'42"E
C7
25.00'
39.27'
35.36'
S44'10'38"E
C8
25.00'
8.83'
8.78'
N80'42'34"E
C9
25.00'
12.20'
12.08'
N56'36'53"E
C10
50.00'
61.57'
57.75'
N7754'41 "E
C 1 1
50.00'
28.76'
28.36'
S50' 19'59"E
C12
50.00'
25.30'
25.03'
530°58'58"W
N/F
FRANCES B. PARRISH
DB 2998 PG 915
PN 05G03009B
S89°10'38"E 159.38' L4 S89°10'38"E
3142E
SF
S 0.
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79,
35779 F'
s SF �SR
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32697 SF s,
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/
/
,
WADENJ F TART <)" s8,
JOYCE M. TART
DB 1658 PG 591
PN 05G03059
0
N88°24' 13"W 206.94'
L2
3292 SF
0.076 AC
IPF
PRELIMINARY PLAT
NOT FOR RECORDATION
CONVEYANCES OR SALES
100
200
122.76'
10'x70'
SIGHT 1--
TRIANGLE S89'10'38"E
(TYP)
L18
___97.76'
N89° 10'38"W
S89° 10'38"E
149.91'
ALL
WETLANDS
33693 SF
0.773 AC
S89' 10'38E
N89° 10'38"W
CONTROL
CORNER
L38 S89°10'38"E
25174
SF
0.578
AC
SEE NOTE #13
112.00'
N89° 10'38"
141.10'
SEE NOTE #13
z
0
0
N
25488
N SF
0.585
cn AC
S89° 10'38E C.C.
W N89° 10'38"W
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L17 C
19
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0ID LO
O M N Q 0
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S00'49'22'W 235.15' S00'49'22"W L24
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100.00'
100.00'
C
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0 14
15485 SF
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).585 AC
43393
40415
N 26822
N 25309
SF
SF
* SF
SF
0 0.996
0 0.928
0.616
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AC
AC
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N) AC
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IPF L6
°'
S84°29'50"�N
S84°2 9'S0"'
LA RICE
Si'��
POND
DE
cp,F
3 60 PG 363
IPF
NI 85.09'
1 100.01 '
1 13.57'
300
SCALE: 1" = 100'
88°24 13"W
N/F
JIMMIE L. HOLMES
DB 791 PG 16
PN 05G03061
N88'24' 13"W
N88'24'13"W IPF
MAXIMUM IMPERVIOUS SURFACE AREA
SHALL NOT EXCEED 4200 SQUARE FEET
PER LOT
IPF
LEGEND
D000O❑0O
IPF
PS
CMF
PKNF
PNKS
RRS
CSF
CSS
CC
CP
P/P
OPW
R/W
S.F.
AC
DB
PB
BOM
PG
LF
15S
15SL
15R
I100I
IRON PIPE FOUND
IRON PIPE SET
CONCRETE MONUMENT FOUND
PARKER-KALON NAIL FOUND
PARKER-KALON NAIL SET
RAILROAD SPIKE
COTTON SPIKE FOUND
COTTON SPIKE SET
CONTROL CORNER
COMPUTED POINT
POWER POLE
OVERHEAD POWER LINE
RIGHT OF WAY
SQUARE FEET
ACRE
DEED BOOK
PLAT BOOK
BOOK OF MAPS
PAGE
LINEAR FEET
LOT HAS OFFSITE SEWER
OFFSITE SEWER LOT
RECOMBINATION LOT
STREET ADDRESS
LINES NOT SURVEYED
0
co
N
N
36665 SF
N 0.842 AC
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C13
50.00'
55.78'
52.93'
S7726'25"W
C14
50.00'
25.84'
25.55'
N5547'36"W
C15
25.00'
21.03'
20.41'
N65'04'56"W
C16
205.00'
144.49'
141.51'
S70'37'53"W
C17
205.00'
61.43'
61.20'
S41'51'19"W
C18
25.00'
39.30'
35.38'
S11'46'09"E
C19
25.00'
0.75'
0.75'
N34'08'08"E
L27 L28
C13
1- 7SL
U' 3926 SF
0.090 AC
�12 �
7
MAIL
KIOSK r
L29
22635 SF
0.520 AC
1\09.20 p4 E
161 24,
0
0
29030 SF
0.666 AC a
1
S84°29'50"'N 243.46'
N/F
ARD SCOTT BALL
4413 PG 768
N 05G03009J
N/F
LISA M. BARBOUR
DB 3114 PG 436
PN 05G03058D
N/F
FRANCES B. PARRISH
DB 2998 PG 912
PN 05G03015
NC GRID COORDINATES
N 684058.4820
E 2152958.9290
IPF
w
0
13
M„9S,t2.00S
IPF
-r
14
T
S&W RANCHES
SUBDIVISION
PB35PG31v
22A
NC GRID COORDINATES
N 683558.9750
E 2152953.8520 22B
N/F
NANCY A. BLINSON
DB 1029 PG 140
PN 05G03058A
SUBDIVISION PLAT
OF
r'
_yam
KYLI KNOLLS
8
CLAYTON TOWNSHIP, JOHNSTON COUNTY
NORTH CAROLINA
FEBRUARY 17, 2021
SHEET 2 OF 2
15
OWNER: STEEL BRIDGE CROSSING, LLC.
5160 NC HWY 42 W
GARNER, N.C. 27529
SURVEYED BY:
TLS
1
DRAWN BY:
MIKE
CHECKED BY:
CURK
DRAWING NAME:
RECORD. DWG
SURVEY DATE:
1-15-21
JOB NO.
430.090
7W1/E LINE SURYEYINC, P. C.
205 WEST MAIN STREET
CLAYTON, N.C. 27520
TELEPHONE: [phone]
FAX: [phone]
www.truelinesurveying.com
C-1859