NCC242034_Site Plan or Location Map_20240705

NOTES QaQ
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES AND ARE IN U.S- CERTIFICATE OF OWNERSHIP AND DEDICATION U
SURVEY FEET AND DECIMALS THEREOF. UNLESS OTHERWISE NOTED. CERTIFICATE OF APPROVAL OF FINAL PLAT I LONG BRANCH
THIS FINAL PLAT HAS BEEN APPROVED IN ACCORDANCE WITH THE PROVISIONS OF THE
ROWA C L'NTY SUBDIVISION ORDINANCE ON (DATE) I I;WE)HEREBY CERTIFY THAT I AM(WE ARE)THE OWNERS)OF THE PROPERTY SHOWN SITE*
2 ALL AREAS HAVE BEEN COMPUTED BY THE COORDINATE GEOMETRY METHOD - AND DESCRIBED HEREON.WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF
3 THIS DRAWING IS NOT INTENDED TO CONFORM TO N.C.GS47-30 AND IS THEREFORE SUBDIVISION ADMINISTRATOR �lagla�t ROWAN COUNTY AND THAT I HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY(OUR) I
NOT FOR RECORDATION FREE CONSENT AND ESTABLISH MINIMUM LOT SIZE AND BUILDING SETBACK LINES AS I r
NOTED. O
4 THIS MAP WAS COMPLETED WITHOUT THE BENEFIT OF A TITLE EXAMINATION BY AN �� I
ATTORNEY AND MAY BE SUBJECT TO EASEMENTS, COVENANTS.RESTRICTIONS.AND L��23/2Lf `r.
f I z
OTHER MATTERS EITHER RECORDED OR IMPLIED RECORDED/UNRECORDED. z
IMPLIED UTILITY EASEMENTS MAY EXIST DATE OWNER I
I MONTEGO LANE
5 TIES TO NCGS MONUMENT SHOWN HEREON.NC GRID COORDINATES AS SHOWN I NC DOT CERTIFICATION
HEREON ARE BASED UPON GPS OBSERVATIONS UTILIZING NCGS'NETWORK RTK I HEREBY CERTIFY THAT'"fIIE RIGHT-OF-WAY DEDICATION ALONG THE EXISTING STATE
SYSTEM WITH A SPECTRA 85 AND ARE REFERENCED TO THE NAD 83(NSRS 2011) MAINTAINED ROADWAYS SHOWN ON THIS PLAT IS APPROVED AND ACCEPTED AS PL:BLIC
DATUM COMBINED FACTOR 0 99987096,ALL DISTANCES SHOWN HEREON ARE I Q _� cD RIGHT-OF-WAY BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.DIVISION r VICINITY MAI
HORIZONTAL GROUND DISTANCES(US SURVEY FOOT)UNLESS OTHERWISE NOTED 0 0 N OF HIGHWAYS.ONLY NORTH CAROLINA DEPARTMENT OF TRANSPORTATION APPROVED N NOT TO Scat
N/F ce W STRUCTURES ARE TO BE C RUCTED ON PUBLIC RIGHT-OF-WAY.
MERLE R. KING ; �� 1612. l2 y
6. SUBJECT PROPERTY IS CURRENTLY ZONED RA PER ROWAN COUNTY GIS.CONSULT N/F I ROSARINE KING TRI 1'ENGINEER DAT!
WITH GOVERNING AGENCY FOR PREVAILING LAND DEVELOPMENT AND ZONING AARON SHAWN COOPER DB 1261 PG 373 Q C ZREQUIREMENTS PRIOR TO DESIGN OR CONSTRUCTION OF ANY IMPROVEMENTS CRYSTAL N COOPER I PID#750 005 = aDB 1412 PG 641 ZONE:RA V mAREA TO BEDEDICATED AS PUBLIC R/WPID#750 006 Rv' R,^7 NO PORTION OF THIS PARCEL LIES WITHIN A COMMUNITY OR FEMA FLOOD ZONE PER ZONE RAC2 i t235 AC gONG B�NCH RDN/FPANEL#3710572100J EFFECTIVE DATE: 06/16l2009 ��• x.]. -RW—R60' MAINTENq�JCE R/V1/ DONALD SCOTT GRAHAM
' i
�1 ._RW- (SR# 1798) DB 1148 PG 666
8 PROPERTY LINES FOR ADJOINER'S SCALED IN PER GIS AND DEEDS 01Ja.b'`• RtI'— PID#454 099
/ .E C1 L1 (110.11' TPED U*-��° Rw_ _9 MAJOR SUBDIVISION PLAT AT REQUEST OF CHASE DRM LLC 1y12'25i�1 / 3o s K3o SETBACK1 (110.11'j �1 '4° 19'S6"E Rw k� ZONE:RA
r
1�a19� 1/2"IRF F.130•S�rgACK (110.11') 1 S84° 19'
t 30 SETBACK ( 10.11') I 56"E 985.58'(TOTAL !{rw- —Rw
10 ROWAN COUNTY DOES NOT GUARANTEE THE SUITABILITY r r
30'SET 110.11') )OF ANY LOT FOR THE PLACEMENT OF SEWAGE DISPOSAL SYSTEM / I• 11:_y, (107.26')
own -- i T
OHW 30'�CK 113.11')I —OHW 30'SETBACK CQS (207.74'11 10'UTILITY EASEMENT ON ALL SIDE AND REAR LOTS LINES N G S "DAIRY" i
I ----- 13727 S.F. ) _RY1_
STATE PLANE COORDINATES I I I LTLR
12 LOCATED IN WSIVPA(YADKIN RIVER WATER SUPPLY WATERSHED N711089.38'
LOHW
II WET DITCH I an e3� QN$j°22, v �E 1514120.07' I I FLATTENED OUT AT TIME I y7•
I o lu
20 (N 205 25. f.20.00'
N A D.83-2011 OF SURVEY 4-21-23 O F- — .0.SETS
13. CENTER LINE OF 20'DRAINAGE FOLLOWS NATURAL I I ' a Y. SAC'
DRAINAGE OF EXISTING CONTOURS COMBINED FACTOR: 0 99987096 II
II
II b"PUBLISHED" o _o o
r� vJ co I NIp LOT 6 Y o Lei i N/F
Q (00 / I I I & LOT 7 •0 20332 S.F a o JIMMY LEE ATHEY
14 ALL LOTS TO BE SERVED BY INDIVIDUAL ON-SITE SEPTIC SYSTEMS F- I /1/1 I I 29021 S.F. I 0.467 AC. o _ DB 1339 PG 103
AND PUBLIC WATER I I i o 0 666 AC. �I '` 14,�n ''N/F I „ II Q o PB 9995 PG 4147
SMA RENOVATIONS I LOT 14 I I LOT 13 LOT 11 I I% i/ I Z a Off/ N81° I°SETBACKS J� O ,`, LOT 1
LOT 12
15 COS LOT ACCESS TO BE LOCATED 100'OR MORE FROM LLC I I I LOT 10 I I3
/` �� 22 20'W PID#454 030
65514 S F 73257 S.F. 01. 10
co 73407 S.F 73557 S F. I / LOT 9 LOT 8 �a P�1 38'_ SETBACK 4) 0 CENTERLINE INTERSECTION OF LONG BRACH AND LOWDER ROAD DB. 1429 PG 449 1.504 AC. I I 1.682 AC. 1/ 73707 S.F. 73857 S.F r=. - a/L��0'T ZONE RA
PID#754 157 w I I 1.685 AC. 1 689 AC. / ( ( I 1 .R 46632 S.FI ``�
Y Y / 1.692 AC. 'ti o ,' LOT 5 ,�
1.696 AC. c+ `6 1-
ZONE RA Y Y <� YUI Y I 1.071 AC II �1� �° 22705 S.F. a oz 'LEGEND I" /chit �I m m� w w r Z �� / / .fc,_: $I < a` ^/ 0.521 AC 'mm I� iu{�] I01 O m u w Ih mImmI �,
n O N
IRF IRON ROD FOUND _ a z �j m I:.
�I / m I_o I� I S�/t�� —N81°21 • �eA— �� '_o j
• #4 REBAR SET - co a of I^ I O O / I I^ I/� ��� 2 CV"W 252 71'1o'sEregCK ` to : AREA TO BE DEDICATED AS PUBLIC RAN
A I O / I I I I ✓ LOT 4 53794 S F
CALCULATED POINT = ¢N a,COW :� I D Z ; 1 235 AC.
(n I
PROPERTY LINE „.- 0 3/4"IRF cD Co I l I Ii
27846 S F.
a,oa w m = I i;- NiF
LINES NOT SURVEYED .— a o o c� I i. I Co I / / I I L 0 639 AC.
- - SETBACKS =�'°'" ,� M lO�� Q i h o I SCOTT E. BOGLE
•
Wco I I y v7 Co f- �� • i 1Q,SETBACK R;ocr
DEANNA A. BOGLE
RW- RIGHT OF WAY —oNo co T-'1 `d I w co l�u, I an I oo I 0 I <b N81°22•20„w i ` DB 1130 PG. 283
/ co / 304.21' 1 PB 9995 PG 4147
cc)o a a rn 0 N/F 0 w �� ° ^� - �r ,+ I PID#454 091
EOP EDGE OF PAVEMENT �No c ° BETTY COBURN GILLESPIE I $ $ w I w v �� LOT 3
n� • a DB. 591 PG 421 o o vI
(55.06 32923 S.F. v _, ZONE RA
UTILITY POLE nco°- i Z `r I a `E/ o a
�o� c / v o W o SETBAC, 0.756 AC. m
DC 86 PG 781 n / ,/ L
OHW - OVERHEAD WIRES o• o-_ PID#754 054 C N I i
-
Z o I a -(354. w o O
GUY WIRE � ..w m ZONE RA I Z o I o Y 1Q SEr8 - J o o
o.m w I / Z U, m N81'22?p••w 4 J o ,
II
I I o wIo 09.31(tarAL) sE�CK N ° I U
= I I II
TPED TEL-COM PEDESTAL oo¢�¢ • m Z `' o LOT 2 ) N/F
o 0 Z
TOP OF WET WEATHER DITCH / I I I 40672 S F �� o N Q Q JEREMY FERDEN
0 MEGAN FERDEN
STORM EASEMENT I I I / I I I L 0 934 AC m j! , o , W DB. 1337 PG 453
TOWNSHIP LINE 1"IRF /,/ 1
i
I - 10 sEreA KC " a o ^ z _� PID#454 090
�" 10'SET:
(110.12' // .00, I I <� N81°�2,20w 404.13'! ' ca s LL/ N/F ZONE:RA
AREA DEDICATED AS PUBLIC R V / K �' )� (110.12') i
I I pip LOT 1 req�� 0 0 JEREMY FERDEN
N83°37 1icK� L (110.12') oI� 44783 S.F. : MEGAN FERDEN
28"W 10'SETBACK L(110.12 I DB 1337 PG 453
STORM DRAIN EASEMENT L� 626.82'(TOTAL )J L (110 12 1.028 AC. O w cr PID#454 078
-10'SETBACK -----
:A )JL ZONE• RA
N/F 1 r K SHED 5 96 p
co Q M GEORGE H KIRKPATRICK 1a [PROPORHL F i t'- O v -� a
JOYCE R KIRKPATRICK N83` SET�CK ,'c (1
DB. 591 PG. 536 N/F 1"IRF ONLINE 38'S8'1N 228 38' c mil co Q
MINIMUM YARD AND BUILDING SETBACK REQUIREMENTS PER RA PB. 9995 PG. 1169 ERIC F. HARTSELL J N85'22'04"W
168.56'ZONING PID#754A109 DB 1231 PG 651 N1F 1 IRF L4 N/F
ZONE:RA PB. 9995 PG. 1552 KARI SUZANNE HARTSELL
FRONT SETBACK 30'
PID#454 031 DB. 713 PG 840
s DARRELL GOODNIGHT
SIDE YARD SETBACK 10' I ZONE RA I PID#454 093 RUTH L. GOODNIGHT
SIDE STREET 20' ZONE RA DB 665 PG 652
REAR YARD SETBACK 10' / , PID#454 078
MINIMUMLOT WIDTH 70'
ZONE: RA
MINIMUM LOT SIZE SEPTIC&WELL 20,000SF. I
MINIMUM LOT SIZE PUBLIC WATER OR COMMUNITY WATER 15.000SF. I, Skit. REVIEW OFFICER OF ROWAN
MINIMUM LOT SIZE PUBLIC WATER&SEWER 10,000SF_ COUNTY,CERTIFY THAT THE MAP OR PLAT TO WHICH
LINE TABLE 'I'HISCERTIFICATION IS AFFIXED MEETS ALI,STATUTORY MAJOR SUBDIVISION PLAT OF LOWDER CROSSING
LINE BEARING DISTANCE REQUIREMENTS FOR RECO I1G LOWDER RD
Li S84.19'56"E 6.92' CURVE TABLE (/Q'(/ O�`(1( PROPERTY OF CHASE DRM LLC
L2 N01°37'17"E 32 34' CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING -` � f DEED REFERENCE: DEED BOOK 1392 PAGE 499
DATE REVIEW OFFICER
L3 S09-34'26'W 67 81' C 1 120 74' 235 00' 29°2616" 61 73' 119 42' N80°56'56"E PID#454 012
I. JULIA A McDONALD. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
La Nes°2raaw 3048 c2 ,zz,a 26500' 26°24'2T 621' 12105' N82°zrss'E Graphic Scale BEING LOCATED IN THE TOWNSHIP LOCKE 8 STEELE. ROWAN COUNTY. NORTH CAROLINA
(DEED DESCRIPTION RECORDED IN DEED BOOK 1392, PAGE 499):THAT THE 100 50 0 I(H)
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM //////.1 /"// OWNER: CHASE DRM LLC
REFERENCE INFORMATION SHOWN HEREON:THAT THE RATIO OF Scale of Drawing I Inch= 100 Feet
PRECISION OR POSITIONAL ACCURACY IS 1 10.000+. THAT THIS PLAT WAS \�11t1ut1ul1rr7j7
PREPARED IN ACCORDANCE WITH G.S.47-30 AS AMENDED WITNESS MY \\\``,�N "' [ i���G DATE 812324
ORIGINAL SIGNATURE. REGISTRATION NUMBER AND SEAL THIS 4k ....•"'••••.�' _ R/W AREA TABLE
Q FES3i PROJECT NO 8023-0015
23RD DAY OF APRIL. A D.,2024. �:' 2� AREA IN RNV
OV Z 3 I& • _ 53794 Sq.Ft. I 235 Acres THE PURPOSE OF THIS PLAT IS TO SUBDIVIDE TAX PARCEL OWNER INFORMATION DRAWN BY KRS EINAIVCZK
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF /SE L - ID:454 012(DB.1392, PG.499)INTO FIFTEEN(15)PARCELS H -
A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES L 3E)7 = AREA OUTSIDE RNV L IJ CHASE DRM LLC PROJECT SURVEYOR JAM ((t1 D
r _ 711952 Sq Ft 16 344 Acres DB 1382 PG 499 LAND SERVICES
PARCELS OF LAND.j"---i(9 v'.y F:'Q PID#454 012 CLIENT ROMIL CHUDGAR 3556 CENTRE CIRCLE DRIVE,SUITE A
�j'•,• .� ,�yyOO \ TOTAL SITE AREA
(/'•., SUR Qy�� ZONE RA
/ �J ., ,� 785747 Sq.Ft. 17.580 Acres FORT MILL SC 29715
C _ �Q`� Q¢/23/Z�L�j' //r/q• MCO1�''\�\\\ 767 58 A5747 C SHEET 1 OF 1 OFFICE 844 865 5263
�III11111111� SCALE 1'=100" WWW TIDEMARKLAND COM
J IA A. McDONALD, PLS L-3617
NC FIRM C-4291
SC FIRM C-5654