SW3170804_Recorded Document_20240201 (5)

NOTES CERTIFICATE OF APPROVAI FOR RECORDING CERTIFICATE OF OWNERSHIP AND DEDICATION
CERTIFICATE OF APPROVAL OF THE DESIGN AND INSTALLATION OF STREETS.
UTILITIES. AND OTHER REQUIRED IMPROVEMENTS I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND
TAX PARCEL NUMBER:372-001. I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF THE s
FOUND TO COMPLY WITH THE SUBDIVISION CHAPTER OF THE TOWN OF ROCKWELL y O
I HEREBY CERTIFY THAT ALL STREETS, PUBLIC DRAINAGE AND UTILITIES, AND AN /�H S HAS BEEN APPROVED BY THE TOWN BOARD OF ROCKWELL TOWN OF ROCKWELL AND THAT I HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH t 0
SUBJECT TRACT DEED/MAP REFERENCE: DB 1302 PG 567 OTHER IMPROVEMENTS HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND �.�! MY FREE CONSENT, ESTABLISH MINIMUM BUILDING SETBACK LINES, AND DEDICATE -
_ FF. FOR RECORDING IN THE ROWAN COUNTY DEEDS v sl p�
ACCORDING TO TOWN STANDARDS OR AS OTHERWISE PROVIDED FOR IN THE ALL STREETS, WALKS, PARKS, AND OTHER SITES AND EASEMENT TO PUBLIC OR
OF ICE WITHIN 90 DAYS OF THE APPROVAL��A�Wj�EL�'THEREFORE, THIS PLAT
THIS PROPERTY ZONED R2. SUBDIVISION CHAPTER, OR THAT GUARANTEES FOR THE INSTALLATION OF THE SHALL BE VALID FOR RECORDING UNTIL _(!_/_V_!�_fC __. AFTER THE DATE. PRIVATE USE/.�A, NOTXD F�f�2THERMORE, I HEREBY DEDICATE ALL SANITARY y \52
REQUIRED IMPROVEMENTS IN THE AMOUNT AND MANNER SATISFACTORY TO THE THIS APPROVAL SHALL BE NULL AND VOID. SyE•R�S TO yl O i1 ___, ALL STORM SEWER SYSTEMS TO /a HVJ<
#5 REBAR SET AT ALL CORNERS UNLESS NOTED OTHERWISE. TOWN OF ROCKWELL HAVE BEEN RECEIVED. "'�'11 �CAA- _, AND ALL WATER LINES TO
93
THIS PROPERTY MAY BE SUBJECT TO ADDITIONAL RESTRICTIONS, � � Its IlkEASEMENTS AND OR RIGHTS-OF-WAY. R P 1 DAT ' SUBDIVI ION ADMINISTRATOR DATE SH/VE RQ Zyy Rp0<S
/ PUBL WO DE E E
ROCKWELL, NORTH CAROLINA OWNER(S) DATE hOG� A Z�
AREAS COMPUTED BY COORDINATE METHOD. o SFR °o G�yyc HWY 52
DEDICATION OF COMMON OPEN SPACE \ i`r I
UNADJUSTED RATIO OF PRECISION: 1:192,105. LENNAR CAROLINAS, LLC IN RECORDING THIS PLAT AS OLD a
FND # FND #5 S1'12'42"E 304.07'(T) ALEXANDER GLEN HAS DESIGNATED CERTAIN PARTS AS 8EAr7v
UTILITIES AND VARIOUS EASEMENTS ARE OUTLINED IN THE COVENANTS J. REBAR REBAR - - \ FORD R0.
AND RESTRICTIONS FOR THIS SUBDIVISION. 156.11' �� 16.19 20' ME 71.78 60.00'\\`` "COMMON AREA" FOR USE BY THE HOMEOWNERS OR
COS 2 k5�� L VL\\\�� `\ �� • ► TENANTS OF ALEXANDER GLEN NOT FOR THE USE BY THE LOCATION MAP NO SCALE
TOTAL ACREAGE FOR THE AREA ENCOMPASSED BY THIS PLAT IS 6.482 6812 SF� _ g 'E \2 ` 6A 5 / I- - - - GENERAL PUBLIC BUT FOR PARKING, RECREATIONAL, AND
OTHER RELATED ACTIVITIES AS MORE FULLY PROVIDED
ACRES. PID# 361 051 0.156 AC�S�cjO 0 �Z�R� °- \ I I N FOR IN THE DECLARATION OF COVENANTS, CONDITIONS, LEGEND SITE DATA:
BERNARD W. BOST, JR. ' 600 / I I I co AND RESTRICTIONS APPLICABLE TO ALEXANDER GLEN RB = REBAR
�� cv. w 03 SITE LOCATION: ROCKWELL, NC
TOTAL NUMBER OF LOTS: 22. DB 849 PG 987 \ I w WHICH DECLARATIONS WILL BE RECORDED IN THE ROWAN FND = FOUND
\ eh I ^' I COUNTY REGISTER OF DEEDS BEFORE ANY LOTS ARE SD = SIGHT DISTANCE CURRENT ZONING: R2
DATE OF SURVEY: APRIL 2018. \ \ o_ 19 20 I E8 SOLD AND WHICH SAID DECLARATION IS HEREBY MADE A ST = SIGHT TRIANGLE TAX PARCEL NUMBERS: 372-001
0 18 8650 SF t 8100 SF PART OF THIS PLAT AND INCORPORATED HEREIN. DB = DEED BOOK
ALL COMMON OPEN SPACES SHALL BE MAINTAINED BY THE 1 \ S. 9137 SF 0.199 AC 0.186 AC PG = PAGE NUMBER OF LOTS: 22
HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. N� cN •
o \ 0.210 AC I U MB = MAP BOOK MAXIMUM DENSITY ALLOWED: 6.0 DU/AC
00 Ai rp w 17 vi
o o R/W = RIGHT OF WAY PROPOSED DENSITY: 2.9 DU/AC
THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO h - _ _ o t0' ROCKWELL 9 PID# 372 001
`'' o. 8100 SF \ I I CGF = COMBINED GRID FACTOR
62
PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN 'I. -. '-I 0.186 AC \ `-' 35• OB rI cx- / ACCESS LENNAR CAROLINAS, LLC FEMA = FEDERAL EMERGENCY MANAGEMENT AGENCY
THE EASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM o� ! / EASEMENTI ALEXANDER GLEN FIRM = FLOOD INSURANCE RATE MAP MIN LOT SIZE: 8,000 S.F.
WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED ` \ `
PID# 372 121
N w #125 y135 (FUTURE DEVELOPMENT) NGS = NATIONAL GEODETIC SURVEY MIN LOT WIDTH: 60 FEET
J+ NEW RO-WELL o. v` »5 DB 1302 PG 567 • = FOUND CORNER (AS DESCRIBED)
A PORTION OF ALEXANDER GLEN IS GRAPHICALLY LOCATED IN A 3.71'' C22 27.16',. 60.00' -
SPECIAL FLOOD HAZARD AREA, AS DELINEATED ON ROWAN COUNTY, APARTMENTS, LLC �\a o.� r/ C9 - -0 _ I' 0 = SET #5 REBAR AREA IN MAP 1 LOTS: 4.573 AC
NORTH CAROLINA FLOOD INSURANCE RATE MAP/FLOOD HAZARD21 litY DB 1200 PG 364 N1°12'42"W 87.16'(T) _ = PROPERTY LINE AREA IN MAP 2 LOTS: 4.516 AC
0. = ADJOINING PROPERTY LINE (NOT SURVEYED)
BOUNDARY MAP PANEL #3710567500J, DATED JUNE 16, 2009. y
i
` #000 Z�-- CIRCA SETBACKS:
Z� \ 6 �0� SOY v RIGHT OF WAY FRONT: 35'
NO DEVELOPMENTAL
TRACT.STUMP HOLES WERE DESIGNED OR OBSERVED ON O 3 W Cl) (r 0. `240�, g A ,� 8 RINN p��C R/�) - - - - = EASEMENT SIDE: 8'
T (U/ CP 50 N1'12'42"W 145.38' / SIDE CORNER: 18'
Q Q U f" z o'` N\g°0 L3 - - = STORM DRAINAGE EASEMENT
THE PURPOSE OF THE POST CONSTRUCTION CONTROLS EASEMENT i� H W �. =  Cj GAO 30' SSE_ // REAR: 20'
(PCCE) IS TO PROVIDE STORM WATER CONVEYANCE AND CONTROL AND Z 0 c, F- _ • t w n o 0 0<Z) 08 -TS•\SO 5 /`, - - -
TREATMENT OF STORM WATER RUNOFF. BUILDINGS OR ANY OTHER W U Q wa_ w o 87 30' SSE F h 1 a,
.; co w o. NJ v `Ir r4', 1.5 r = SANITARY SEWER EASEMENT
OBJECTS WHICH IMPEDE STORM WATER FLOW, SYSTEM PERFORMANCE, ORww W as r,, g'A5 0'I' �-" S „Iv "II /'
_ SYSTEM MAINTENANCE ARE PROHIBITED. THIS EASEMENT ALSO PROVIDES F- W_ P". 74 '� W w,,, ¢ o rn �g°� 63• I ^�� I I NORTH ORIENTED TO
CO c- O Tl X FOR UNRESTRICTED ACCESS FOR INSPECTION AND MAINTENANCE Q = N Q u. 0 r'D etf N �i 102 f 0Zo NC GRID (NAD 83/2011)
W W Q U. W r � �� 65 / 16 Ia I 1 co
'< (T1 CD O PURPOSES TO BE PERFORMED ON THE BMP AS REQUIRED BY THE CITY �m-C3 o \2A' \ 10068 SF A 0 14774 SF
C OF CHARLOTTE POST-CONSTRUCTION STORMWATER ORDINANCE. 1� Ma.. t•' 0.231 AC \ a 1a' \ \ 0.339 AC v
CV \ \ f
...mil77.. mmiNEi (
�' Z PRIVATE STREETS/DRIVES TO BE MAINTAINED BY HOMEOWNERS �a o <0.
'\ \ 1 \ \ o Co PID# 372 001
fl lv� ASSOCIATION. ��
^. 6, 18
FIT
NCGS MONUMENTA \-0 �•2g"E 136' ,Q-12� W LENNAR CAROLINAS, LLC
0 "LINKS" oo\� \ -S135 - \ck3\
�� \ \ pa,N v v ALEXANDER GLEN
I�7 C NC GRID COORDS as\ -- -' -- \ Z C� U'0 A \ 2`'1; , I o (FUTURE DEVELOPMENT)
Parcel Line Table �/ rn- �• W 0 a' r te> 9 \
- , o al Z NAD 83(2011) >� PID# 372 121 \ s \ so \ N i �. v DB 1302 PG 567
0 =► -i N:659,772.42 r NEW RO-WELL 15 \, w �,•
'-\
�_ Line # Direction Length \ \ 8553 SF \ -� s \
- O -< E:1,578,594.00 \ ^ w �., s YO
APARTMENTS, LLC �y \ � � �: `;
/ ELEV:794.62 (NAVD 89) -0 6' rn \ 0.196 AC ) G �: 103
f Z L1 N 84°17'06" E 6.95' \ DB 1200 PG 364 '� o rn L. -' \ 9500 SF I S1'12''4-2"E 226.44'(T)
m p, CF:0.99985332 �'�\S �� COS 1 o�, �. chi C� 0 0.218 AC 10.3O' 70.00
V O s u9 F 7862 SF °a+ %� "' \ 66 93 o C3 ✓/� o s ��\ 86.44' 70.00'
;p L2 N 88'47'18" E 5.10' c'�9\Q !� 9p �� o o , ., J'
O Or;x
s'9 �i\o2FJ 0.180 AC .` \� � � �\°\ .� o� O o' ° \ 6 �a - - - - - - - - - -
= L3 N 1'12'42" W 7.72' �6,GA v: 13 64 ���'o\`�' � \\� 0 . A n
- �0 oCC., 0- \A6 \�1 �'��1 - 6�`' G\n�\ J ,�L �952a�'� i �5-\ 0' I 000 I co I co PID# 372 001
L4 S 88'47'18" W 5.10' Aotio� ao o ��cc 3 5 - \ \ a . - I I I .,; LENNAR CAROLINAS, LLC
n \ S\ 'N'\'' \ \ CJ ✓ A J J
(m -0 =' XI L5 S 84'17'06" W 6.95' S1g•Og,\ 'S325 6.75' \ a 9�\`\ �`J ( � �. o \ 9t 92 I 93 I ALEXANDER GLEN
o O \ �� �` 1 �<^\���\ .� �1 r 8523 SF I 8050 SF 8050 SF (FUTURE DEVELOPMENT)
• COL6 N 1'12'42" W 5.00' Z J
I 0.185 AC I 0.185 AC i DB 1302 PG 567
Cn (� r 0 i \ s \ w. 14 J u+ 104 ' I 0.196 AC r
o Z / o •�•N `0 / \ \ `!it
\ 10395 SF \ \ n '-• \`n 10146 SF I v7 I I -' U
Q n D / '1-5 / \ V 13 .. 0.239 AC \ \n o Co w - - -
a 0�. OE / / Ji \ L' r m� 0.233 AC a) co- - - - - .0_ - - - o- ._ o
/ 0 . S 8308 SF \ I
mcfl Curve Table ./ALEXANDER GLEN ;111116, ��\2'''� \ \ o \ iO: 0.191 AC cwP _ ` 1 r�: 3 _ _ 18' SYI o #335 �o' ROCKWELL ACCESS o M355
/ PHASE 1 MAP 1 i R 0,. \ v. 12 \ �.� �~ `"r U i> ��� I - - J 00 /UTILITY EASEMENT _ _
Curve # Radius Delta Length Bearing Chord / MB PG / 20 a A 8100 SF \ ', \ 235 �/"! 0.7 t s' - - - - -�- - - - - 79.73'
70.00'
CD `n11\ J tt z \ o ��of A\ - - -95.44' 70.00' 70.00' p O
C1 525.00' 2°39'22" 24.34' N 17'46'30" W 24.34' / .....--Aw \s \ �' o., 5 "' -�^) S1'12'45"E 385.17'(T) co
-< Q ,�., Sp6 c 8100 SF \ v, \ �22 C2 - G w w
C2 525.00' 5°59'45" 54.94' N 13°26'57" W 54.91' \0 N \ 10 \ 0.186 AC \ o / c1 GRAY HAWK DRIVE 0
C3 20.00' 85'15'S0" 29.76' S 53°04'S9" E 27.09' / q �\ 8100 SF \ \ o'' N2t5 2 (50' PUBLIC R/W) 0 00
w. (5)\ 0.186 AC \ ' 3A
C4 125.00' 19'28'14" 42.48' N 74°32'59" E 42.27' \ \ o. \ o.� �165 6Op - ��±, - - - S1'12'42"E 292.30'(T) ��
C5 175.00' 11'13'40" 34.29' S 70°25'42" W 34.24' \\ 35 M� 1>0 t�A, � 11''0 = -C17 22_3 70.00'- _ _ 70.00' 70.00' - -60.00' s\So 6 ^oi G,`o%6
S� /;7
/1S5 00 0Z< �C 'C18 - - - 40' ROCKWELL ACCESS - �S� tri
O �1
C6 175.00' 12°44'46" 38.93' S 82°24'55" W 38.85' \ 60" 21a GRp' Q�$ C19 p SS� /UTILITY EASEMENT ST\ x /�+
C7 20.00' 90°00'00" 31.42' N 43°47'18" E 28.28' \\ 0 51g 0611 50 \9'06\1 - 3� #310 #320Z #330 #340 Co- #350- - N `C N
60 5 Zg' '� Z - _ - Co Co A I Co
\ \ -5g• -I 35' MBS I A I A I I w bd co PID# 372 001
C8 200.00' 17'57'O1" 62.66' N 1O'll'13" W 62.40' ��, iv oc3 \ ! 89 88 87 - 86 I V "C LENNAR CAROLINAS, LLC
\\ `1 /`'�� ` ' 90 I I Co 8050 SF I 55 8050 SF I ,.; 9114 SF I ALEXANDER GLEN
C9 250.00' 11'20'21" 49.48' N 13°29'32" W 49.40' \y /L� �: \ 8779 SF 8050 SF , m 0.209 AC d 0D
m c,3om�oo = \ �, , C?7 poe - ��' rn \ 0.202 AC I 0.185 AC I 0.185 AC I 0.185 AC I I I �;0 (FUTURE DEVELOPMENT)
s m o g -_ C10 20.00' 90'00'00" 31.42' N 46'12'42" W 28.28' i �RIv SOf 5 W ^o ooI I U I n I C DB 1302 PG 567
an mw o `/ Lam' > 0 12 ?S� �` 06,1 s \cn. `n o o 0 o I v [� cn
'3 Qo- C11 125.00' 23'58'26" 52.30' S 76'48'05" W 51.92' w C RI ' \"� 6A' / k3s Nag° o \Uc �I 0 I I �• I 0 0
0 0
C� .. - Gg,A' p�SB� G _ 19 06 j sr - �0'RY- j
�Z- C12 175.00' 5'18'22" 16.21' N 67'28'02" E 16.20' / `Fj0 • 5
Cyl Q r000- 8�-� .go / / \ 70.00' 70.00' 80.00 © SQ.uO' 0
10 "�G,= C13 175.00' 14'09'53" 43.26' N 77'12'10" E 43.15' ` 58.96' ® 70.00' ® 0O
ON(O \ N1'12'42"W 398.96'(T)
n oa)o -
v a �.. C14 20.00' 85'15'50" 29.76' S 41'39'11" W 27.09' / \
,f7 (fl 5N(°_
CO in. 2 oo C15 20.00' 90'00'00" 31.42' N 46°12'42" W 28.28' PID# 372 001
1-4 m woo_ I / / LENNAR CAROLINAS, LLC PID# 372 001
01 ~'A ~'_ C16 20.00' 90°00'00" 31.42' N 43'47'18" E 28.28' _- , ALEXANDER GLEN LENNAR CAROLINAS, LLC
CD (FUTURE DEVELOPMENT) CERTIFICATE OF SURVEY AND ACCURACY
o<- I ROBERT D. BARTLETT CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION ALEXANDER GLEN
wa - C17 475.00' 6'47'30" 56.30' N 4'36'27" W 56.27' DB 1302 PG 567 (FUTURE DEVELOPMENT) BAR SCALE 6c'
• o m =_ FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
`D °i" \ 1 \ BOOK 2010 PAGE 1168) THAT THE RATIO OF PRECISION AS CALCULATED BY LATITUDES DB 1302 PG 567
Q cflo= C18 475.00' 1°55'44" 15.99' N 8°58'04" W 15.99'
0., a,37- AND DEPARTURES IS 1:192,105 THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS
"m- C19 475.00' 9°10'15" 76.03' N 14°31'04" W 75.95' \ \ ,, BROKEN LINES PLOTTED FROM INFORMATION FOUND AS NOTED; THAT THIS MAP WAS 0 10 30 60 1 20
3 PREPARED IN ACCORDANCE WITH G.S. 47-30, AS AMENDED.
C20 20.00' 90°00'00" 31.42' N 64°06'11" W 28.28' \ \111tuIUIrNq,�
ALEXANDER GLEN\ �\\ ,/ / THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR
C21 20.00' 90°00'00" 31.42' N 25°53'49" E 28.28' PHASE 1 MAP 1 ���\ \�P M•",LC, //,�, MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. PROJECT NO.
`:• N .••Rassloni.. (4. -, FINAL PLAT OF DU20.810
C22 250.00' 6°36'40" 28.85' N 4°31'02" W 28.83' \ __ PG t.•'F f''•'A : WITNESS MY HAND AND SEAL THIS z,4.T1-1 DAY OF A. AL., A.D. 20_l�__. SCALE
= ALEXANDER GLEN 1"=60'
�n:'•��pSARY = - -
This drawingand/or the design shown ore the property of ESP Associates, Inc. The -.1.: PU _ � b. }� PHASE 1 MAP 2 DATE
/ 9 P P Y = PUBL\G - 4-24-18
reproduction, alteration, copying or other use of this drawing without their written q.' RO P D.�A L , NCPL L- 6 DRAWN BY
consent is prohibited and any infringement will be subject to legal action. . .• -.'\��\�� LOCATED IN TOWN OF ROCKWELL SMT _
ESP Associates, Inc. � �ON c0,RO \\\O iiwO .....
,� .......CAR.'., ,�, `......,t,N1H,cAR•,,, �i, CHECKED BY
,,, t1 ROWAN COUNTY RDB
•, ��N•".......O .' • "Sly OL .' CAROLINA DATE OF SURVEY
�r1Co�r TUG DO HEREBY CERTIFY THAT �, O / ��'. :`•,04• •'' S/0•., j�''.,- NORTH APRIL 2018
�_��"� �^J �:' C) DRAWING NO.
T`Clrivi �_ i PERSONALLY APPEARED •
� '� Y OWNER/CLIENT:
ESP ESP Associates. Inc. BEFORE ME THIS DAY AND ACKNOWLEDGED THE DUE EXECUTION 0 ,THIS LICENSE NO. 'Q SEAL �: LENNAR
DU20.800 PH1
P.O. Boz 7030 3475 Lakemont Blvd. CERTIFICA E. WIT $$�� MY HAND AND OFFICIAL SEAL THIS THE � `!_•_)__ RM2.DWG
DAY OF }� I'O__ F-1407 •r L-3635
Charlotte, NC 28241 Fort Mill, SC 29708 "� A .� o: F 17
V' �. O •
704-583-4949 NC - . - W.=
803-802-2440 (SC3 sl ATURE of o�I ER s � ���• •,•, ,d,,, .••. �,>4� LLC
CAROLINAS,
' �' • 6701 CARMEL ROAD, SUITE 425
www.espassociates.com ,��''a ��OC���N•••',, �''•.,,.��D,�,B�.. CHARLOTTE, NC 28226
(704) 542-8300